20221537 Ver 1_Laura Duncan Sidewalk_Master_Reduced_20221102

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Revisions
Date Description
To"
Of CARP
NORTH CAROLINA
316 North Academy Street
Cary, N.C. 27513
Tel:[phone] Fax:[phone]
www.townofcary.org
FY21 SIDEWALK & PEDESTRIAN IMPROVEMENTS
16koo
Project Limits - LAURA DUNCAN ROAD
Project No. ST3202
Survey for this project was completed by Town of Cary professional
land surveyors. Coordinate control based on the following:
Horizontal Vertical
Drawn By:
Designed By:
Date:
C. STERN
C. STERN
NOV 2022
Contact Information:
[e-mail]
919.380.4204
. 25k�o
INDEX OF SHEETS
Sheet No.
Description
CV1
COVER SHEET
GN1
GENERAL NOTES
ECN1 - ECN2
EROSION CONTROL NOTES
P1 - P2
PLAN SHEET
S1 - S4
DETAIL SHEET
Total Sheets 10
TOTAL DISTURBED AREA = 0.44 AC
THIS PROJECT IS LOCATED IN THE NEUSE RIVER BASIN
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GRAPHIC SCALE
I o 100' 50 0 100 200
,.. \
Internal Control Approval Authorizing Release By The Town of Cary
Project Engineer Transportation & Facilities Dept. (Check Indicating Type of Plan)
Name Final Drawings (No Marking)
Certification Optional:
X Preliminary Drawings - Do Not Use For Construction
Progress Drawing - Do Not Use For Construction
Final Drawing - Not Released For Construction
Signature Date SEAL Final Drawing - For Review Purposes Only
Not a Certified Document as to the Original Document but ONLY as to the Revisions

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1. EXISTING UTILITIES AND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE LOCATIONS
OF ALL UTILITIES BEFORE BEGINNING CONSTRUCTION BY CONTACTING "811" (1-800-632-4949). SHOULD ADJUSTMENTS
OF PROPOSED IMPROVEMENTS BE NECESSARY TO AVOID EXISTING UTILITIES, THE CONTRACTOR SHALL COORDINATE SUCH
ADJUSTMENTS WITH THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. ANY DAMAGE TO UTILITIES INCURRED DURING
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS FOR THE USE OF THE CONTRACTOR IN PROVIDING
PROTECTION FOR THE UTILITIES DURING CONSTRUCTION OPERATION. THE TOWN, DESIGN CONSULTANT, AND/OR AGENT
SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF LOCATION, SIZE, DEPTH, OR COMPLETENESS OF THE
INFORMATION.
2. CONTRACTOR SHALL INSTALL, INSPECT, AND MAINTAIN TRAFFIC CONTROL DEVICES CONTINUOUSLY IN ACCORDANCE WITH
NCDOT ROADWAY STANDARD DRAWINGS, THE MUTCD, THE NCDOT SUPPLEMENT TO THE MUTCD, AND THE TOWN OF CARY
STANDARD SPECIFICATIONS. TRAFFIC CONTROL DEVICES MUST BE INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION
OPERATIONS.
3. QUALIFIED AND TRAINED WORK ZONE TRAFFIC CONTROL SUPERVISORS WILL BE REQUIRED. ALL FLAGGING OPERATIONS
WILL REQUIRE QUALIFIED AND TRAINED WORK ZONE FLAGGERS. CONTRACTOR MAY CONTACT
http: //www.ncdot.org/doh/preconstruct/wztc/WZTCTrainingProgrom/defoult.html ,OR CONTACT STUART BOURNE, P.E.
WITH NCDOT WORK ZONE TRAFFIC CONTROL UNIT AT [phone] OR [e-mail].
4. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE TOWN OF CARY
AND/OR NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AND NCDOT ROADWAY STANDARD DRAWINGS.
5. ANY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS. CONTACT ROBIN J. MURRAY, PLS, TOWN OF CARY AT [phone] BEFORE
DISTURBING ANY MONUMENTATION.
6. MINIMUM SEPARATIONS BETWEEN EXISTING AND PROPOSED UTILITIES SHALL BE AS SPECIFIED IN THE TOWN OF CARY
STANDARD SPECIFICATIONS. IF UTILITY SEPARATION CONFLICTS OCCUR DURING CONSTRUCTION THE CONTRACTOR SHALL
COORDINATE REQUIRED ADJUSTMENTS WITH THE ENGINEER PRIOR TO PROCEEDING WITH WORK THE CONTRACTOR SHALL
WORK AROUND EXISTING UTILITIES.
7. POSITIVE DRAINAGE SHALL BE PROVIDED ON ALL GRADED AREAS, ESPECIALLY AREAS TO BE PAVED, THROUGH OUT
CONSTRUCTION. PROPOSED CURB & GUTTER AND PROPOSED SIDEWALKS SHALL BE CONSTRUCTED TO ENSURE POSITIVE
DRAINAGE.
8. WHEN CONSTRUCTION MUST TAKE PLACE IN PAVED AREAS, THE CONTRACTOR SHALL SAW CUT THE PAVEMENT PRIOR TO
REMOVAL TO PROVIDE A CLEAN JOINT FOR THE PAVEMENT PATCH. ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE
WITH TOWN OF CARY STANDARDS. THE FINAL PAVEMENT REPAIR SHALL PROVIDE A SMOOTH RIDE. NO DIRECT PAYMENT
FOR SAWCUTTING WILL BE MADE.
9. THE CONTRACTOR SHALL SAWCUT WHERE NOTED IN THE PLANS AND WHERE EXISTING CURB & GUTTER IS TO BE
REMOVED AND/OR MODIFIED. THERE IS NO DIRECT COMPENSATION FOR SAWCUTTING. THE WORK REQUIRED FOR
SAWCUTTING SHALL BE INCIDENTAL TO OTHER LINE ITEMS
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING STREET SIGNS, MAILBOXES, AND OTHER
RELATED ITEMS. ALL ITEMS SHALL BE REPLACED IN THEIR ORIGINAL CONDITION AND LOCATION (UNLESS OTHERWISE
NOTED). NO DIRECT PAYMENT SHALL BE MADE FOR SUCH RELOCATIONS UNLESS NOTED IN THE PROJECT MANUAL
11. ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED. ALL BARE AND
DISTURBED AREAS MUST HAVE A SUFFICIENT STAND OF VEGETATION. CONTRACTOR SHALL ADDRESS ANY EROSION ISSUE
THAT MAY ARISE DURING TIME OF CONSTRUCTION AND MONITOR THE AREAS AS NEEDED.
12. THE REMOVAL AND REPLACEMENT, AND OPERATION OF THE EXISTING VALVES AND FIRE HYDRANTS SHALL BE IN
ACCORDANCE WITH THE TOWN OF CARY POLICY STATEMENT ENTITLED "CONTROL OF OPERATING WATER VALVES AND
HYDRANTS."
13. CONTRACTOR SHALL INSTALL SILT FENCE AT THE BOTTOM OF EVERY CUT/FILL SLOPE, OR AS DIRECTED BY THE ENGINEER
OR INSPECTOR, TO PREVENT SILTATION OFF THE PROJECT LIMITS.
14. ANY DEVIATION OF SIDEWALK LOCATION FROM THE PLANS SHALL FIRST BE APPROVED BY THE PROJECT ENGINEER.
15. ROADWAY RIGHT OF WAY LINE, TEMPORARY EASEMENT (TCE) OR SIDEWALK EASEMENTS ARE CONSIDERED TO BE LIMITS OF
CONSTRUCTION, CONTRACTOR TO REMAIN WITHIN ROADWAY RIGHT OF WAY OR SIDEWALK EASEMENT AT ALL TIMES. ANY
DAMAGE TO ADJACENT PROPERTY CAUSED BY CONTRACTOR SHALL BE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR
REPLACE TO ORIGINAL OR SUPERIOR CONDITION.
16. CURB RAMP LOCATIONS ON PLANS ARE APPROXIMATE ONLY. CURB RAMPS SHALL BE LOCATED AND CONSTRUCTED IN
ACCORDANCE WITH THE TOWN OF CARY AND NCDOT STANDARDS AFTER THE LOCATION OF THE PROPOSED STOP BAR
AND/OR PEDESTRIAN CROSSWALKS HAVE BEEN STAKED OUT.
NCDOT STANDARD DETAILS
LIST OF ROADWAY STANDARD DRAWINGS THE FOLLOWING STANDARDS AND ANY OTHER APPLICABLE STANDARDS
WITHIN THE "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH -N.C. DEPARTMENT OF TRANSPORTATION
RALEIGH, N.C., DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
CONSIDERED A PART OF THESE PLANS
200.02 - METHOD OF CLEARING -METHOD II
846.01 - CURB RAMP, EXISTING CURB & GUTTER
1101.02 - TEMPORARY LANE CLOSURES
1101.11 (SHEETS 1, 2 & 4) - TRAFFIC CONTROL DESIGN TABLES
1150.01 - FLAGGERS
1205.01 - PAVEMENT MARKINGS
1205.07 - PAVEMENT MARKINGS
CURB RAMP DETAILS TYPE 1 DIRECTIONAL RAMPS
CURB RAMP DETAILS TYPE 2 PARALLEL RAMPS
CURB RAMP DETAILS TYPE 3 PARALLEL RAMPS
GENERAL NOTES
17. PRIOR TO ANY CONSTRUCTION AROUND SIGNALIZED INTERSECTIONS, THE CONTRACTOR SHALL CONTACT TOWN OF CARY
PUBLIC WORKS AND UTILITIES DEPARTMENT AT [phone] AND [phone] TO FIELD LOCATE ANY TRAFFIC
SIGNAL CONFLICTS AT EACH INTERSECTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICT
PRIOR TO CONSTRUCTION.
18. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ANY ENCROACHMENT AGREEMENT BETWEEN THE NCDOT AND
THE TOWN OF CARY. ENCROACHMENT AGREEMENT PROVISIONS ARE INCLUDED IN THE SECTION 21000 OF THE PROJECT
MANUAL.
19. ANY CONSTRUCTION WITHIN TEN (10) FEET OF A TRAVEL LANE ON ANY STREET SHALL BE RESTRICTED TO THE HOURS OF
9:00 AM TO 4:00 PM. THE CONTRACTOR SHALL NOT CLOSE OR NARROW A LANE OF TRAFFIC ON ANY ROADWAY DURING
THE FOLLOWING TIME RESTRICTIONS: 6:00 AM TO 9:00 AM AND 4:00 PM TO 7:00 PM, MONDAY THROUGH FRIDAY, AND
ALL TIMES SATURDAY AND SUNDAY.
20. SIDEWALK CLOSURES SHALL BE IN ACCORDANCE WITH SECTION 6D OF THE MUTCD. LANE AND ROAD CLOSURES SHALL BE
IN ACCORDANCE WITH DIVISION 11 OF THE 2018 NCDOT ROADWAY STANDARD DRAWINGS.
21. CONTRACTOR SHALL INSTALL ALL TYPE II AND TYPE III BARRICADES WITH MOUNTED SIGNAGE AND ANY TEMPORARY WORK
ZONE SIGNS FOR EXISTING SIDEWALK CLOSURES TO PERFORM WORK. ONSITE AND OFFSITE PEDESTRIAN DETOURS SHALL BE
INSTALLED ACCORDING TO PART 6 OF THE MOST RECENT VERSION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) REFER TO SECTION 21000 SPECIAL CONSTRUCTION SECTION OF THE PROTECT MANUAL.
22. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 1/4 INCH PER FOOT.
23. SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO NCDOT AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
COORDINATE WITH ENGINEER TO GET APPROVAL FROM NCDOT DISTRICT OFFICE FOR PRE -MARKINGS PRIOR TO PLACING
THERMOPLASTIC PAVEMENT MARKINGS.
24. INSTALL ALL TEMPORARY LANE CLOSURES ACCORDING TO NCDOT ROADWAY STANDARD DETAIL 1101.02 ON ALL ROADS. AT
THE END OF EACH WORKDAY RESTORE TRAFFIC ON ALL ROADWAYS TO THE EXISTING PATTERNS. REFER TO THE
ENCROACHMENT AGREEMENT(S) IN SECTION 21000 - APPENDIX FOR LOCAL REQUIREMENTS ON NCDOT MAINTAINED
ROADWAYS.
25. ANY ABANDONED STORM DRAINAGE PIPE, DRIVEWAY PIPE, SEWER LINE, FORCE MAIN, MONITORING WELLS AND ASSOCIATED
STRUCTURES SHALL BE REMOVED. CONTACT NCDOT DISTRICT OFFICE AT [phone] PRIOR TO STARTING REMOVAL.
26. USE ONLY NCDOT APPROVED DESIGN FOR TRAFFIC BEARING HS-20 LOADING FOR ALL DRAINAGE STRUCTURES. ALL
FRAMES, GRATES, RINGS, COVERS, ETC. ARE TO BE MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION
106 16 'DOMESTIC STEEL'. FOREIGN CASTINGS ARE NOT APPROVED FOR USE.
27. CURB AND GUTTER SHALL BE REMOVED IN FULL SECTIONS AT EXISTING JOINTS. A COMPACTED BASE SHALL BE PREPARED
PRIOR TO PLACEMENT OF CURB AND GUTTER; CONSISTING OF A MINIMUM 6 INCHES OF AGGREGATE BASE COURSE OR A
MINIMUM 4 INCHES OF ASPHALT CONCRETE BASE COURSE, TYPE 625.06. PLACEMENT AND COMPACTION SHALL ADHERE
TO NCDOT STANDARDS AND SPECIFICATIONS.
28. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND CONTACT MONTY BROWN AT THE DISTRICT ENGINEER'S
OFFICE AT [phone] FOR INSPECTION OF FORMS OR GRADE LINE PRIOR TO PLACING CONCRETE FOR CURB AND
GUTTER. THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTIFICATION FOR INSPECTIONS. ALL HOODS, FRAMES AND GRATES
INTENDED FOR USE SHALL BE ONSITE FOR THE INSPECTION.
29. IF THERE ARE EXISTING PAVEMENT FAILURES, CONTRACTOR SHALL COORDINATE WITH ENGINEER AND CONTACT DISTRICT
OFFICE AT [phone] TO MARK THE EXISTING PAVEMENT FAILURES PRIOR TO ASPHALT OVERLAY.
30. THE ADDITION/REPLACEMENT OF CURB AND GUTTER NEXT TO AN EXISTING ASPHALT ROADWAY SHALL BE CONSTRUCTED
AS FOLLOWS:
A. THE EDGES OF THE EXISTING ASPHALT SHALL BE SAW -CUT TO PROVIDE A STRAIGHT AND UNIFORM EDGE FOR
CONCRETE TO BE PLACED ALONG.
B. MILL A MINIMUM 1.5-INCH BY 1.5-FOOT SECTION AT THE EDGE OF PAVEMENT ALONG THE PROPOSED CURB AND
GUTTER.
C. THE CONTRACTOR SHALL USE AN APPROPRIATE METHOD TO PROVIDE A STRAIGHT, UNIFORM FRONT EDGE OF CONCRETE
WHERE TYING TO THE ULTIMATE TOP OF PAVEMENT. THIS OFFICE RECOMMENDS USING A 2X4 LAID FLAT ALONG THE
MILLED SURFACE AT THE EDGE OF PAVEMENT. CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED PER NCDOT
STANDARDS AND SPECIFICATIONS.
D. ONCE THE CONCRETE IS POURED AND SET, A MINIMUM 1.5-INCH LIFT OF SURFACE ASPHALT, TYPE S9.5C, SHALL BE
PLACED IN THE MILLED SECTION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE
PROPOSED CURB AND GUTTER IS PLACED AT THE CORRECT HEIGHT TO PROVIDE PROPER DRAINAGE IN ADDITION TO A
SMOOTH TIE-IN ONCE ASPHALT IS PLACED. ADDITIONAL MILLING MAY BE REQUIRED TO REPAIR ANY DAMAGES DONE TO
THE EXISTING ASPHALT DURING CONSTRUCTION.
E. FOR ANY QUESTIONS FEEL FREE TO CONTACT SEAN BRENNAN, ASSISTANT DISTRICT ENGINEER, AT [phone].
CARY STANDARD DETAILS
3100.01 - CONCRETE CURB & GUTTER TYPES
3100.08 - STANDARD CONCRETE SIDEWALK
3100.12 - STANDARD METHOD OF REMOVING EXISTING CURB
3100.13 - STANDARD METHOD OF ENDING CURB AND GUTTER
3200.01 - DRIVEWAY APRON - TYPE I & II
3200.02 - DRIVEWAY APRON - TYPE I & II DRIVEWAY GRADES
3700.01 - TYPICAL BUS STOP - LANDING PAD
3700.02 - TYPICAL BUS STOP - BENCH LAYOUTS
3700.04 - TYPICAL BUS STOP - CONCRETE INFRASTRUCTURE
4000.01 - STANDARD TEMPORARY SILT FENCE
4000.07 - STANDARD CONSTRUCTION ENTRANCE
4000.13 - STANDARD BLOCK & GRAVEL PROTECTION
4000.14 - STANDARD CATCH BASIN/YARD INLET PROTECTION
4000.19 - STANDARD INLET SEDIMENT CONTROL DEVICE
4000.23 - STANDARD SILT FENCE OUTLET
4000.25 - TREE PROTECTION FENCE
4000.28 - CONCRETE WASHOUT - BELOW GRADE
6000.01 - STANDARD 1" WATER SERVICE & METER BOX INSTALLATION
FOR ROADWAY WITH CURB & GUTTER
6000.07 - STANDARD HYDRANT LOCATION FOR ROADS WITH CURB & GUTTER
LEGEND
WV
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PROPOSED WATER VALVE
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EXIST. WATER VALVE
GV
Ka
EXIST. GAS VALVE
PROPOSED SANITARY SEWER MANHOLE
EXIST. SANITARY SEWER MANHOLE
FH
IC, 11
EXIST. FIRE HYDRANT
PROPOSED FIRE HYDRANT
LP
EXIST. LITE POLE
ANTI -SEEP COLLAR
CHECK DAM
0
SILT FENCE OUTLET
INLET PROTECTOR
WATTLE
EXIST. ELECTRIC BOX
BORING LOCATION
-0-0-
EXIST. CHAIN LINK FENCE
EXIST. WIRE FENCE
EXIST. WOOD FENCE
SF SF
SILT FENCE
TP ///
TREE PROTECTION FENCE
W W-
EXIST. WATER LINE
_SS_SS_
EXIST. SANITARY SEWER LINE
-GAS GAS-
EXIST. GAS LINE
TREE LINE
------------------
EXIST. STORM SEWER LINE
0
TREE PLANT
TREE PLANT
TREE PLANT
31. TRENCH WALL TO THE PAVEMENT SURFACE. ACTIVE EXCAVATION SHORING, SUCH AS SHEET PILING, SHALL BE INSTALLED.
THE DESIGN OF THE SHORING SHALL INCLUDE THE EFFECTS OF TRAFFIC LOADS. THE SHORING SYSTEM SHALL BE
DESIGNED AND SEALED BY AN ENGINEER REGISTERED IN NORTH CAROLINA. TRENCH BOXES SHALL NOT BE ACCEPTED AS
SHORING. THE TRENCH BACKFILL MATERIAL SHOULD MEET THE STATEWIDE BORROW CRITERIA.
32. ALL PAVEMENT CUTS, INCLUDING THOSE FOR THE TAPPING FOR WATER SERVICES, SANITARY SEWER AND/OR GAS LINE
ATTACHMENTS, SHALL BE MADE PRIOR TO PAVING THE AREA TO BE WIDENED/OVERLAID.
33. ALL PROPOSED SIGNS SHALL BE IN CONFORMANCE WITH THE MUTCD, INCLUDING VERTICAL AND HORIZONTAL CLEARANCES.
34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE RIGHT-OF-WAY.
35. THE CONTRACTOR SHALL NOTIFY THE PUBLIC, INCLUDING ALL ADJACENT PROPERTY OWNERS AND BUSINESSES, A MINIMUM
OF 2 WEEKS PRIOR TO BEGINNING WORK.
36. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS, INCLUDING
BUT NOT LIMITED TO, THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES 2018, THE NCDOT ROADWAY
STANDARDS DRAWINGS, AND NCDOT POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS OF
WAY.
37. NO PARKING OR MATERIAL STORAGE SHALL BE ALLOWED ALONG THE SHOULDERS OF ANY NCDOT ROADWAYS.
38. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES.
39. AT THE END OF EACH WORKING DAY, EQUIPMENT SHALL BE PARKED OUTSIDE OF THE CLEAR RECOVERY ZONE IN ORDER
TO AVOID ANY OBSTRUCTION TO THE TRAVELING PUBLIC. THIS CLEAR RECOVERY ZONE IS MEASURED FROM THE EDGE OF
THE NEAREST TRAVEL LANE.
40. THE PAVING OF THIS ROADWAY SHALL BE IN ACCORDANCE WITH THE REVISED NCDOT 2018 STANDARD SPECIFICATIONS,
SECTIONS 610, 1012 AND 1020. THE CONTRACTOR SHALL FOLLOW ALL PROCEDURES OF THE ATTACHED QUALITY
MANAGEMENT SYSTEM (QMS) FOR ASPHALT PAVEMENT - MAINTENANCE VERSION. THE CONTRACTOR MUST ADHERE TO
ALL TESTING REQUIREMENTS AND QUALITY CONTROL REQUIREMENTS SPECIFIED. THE CONTRACTOR SHALL CONTACT THE
NCDOT DIVISION 5 QA SUPERVISOR AT [phone] PRIOR TO PRODUCING PLANT MIX AND MAKE THE SUPERVISOR
AWARE THAT THE MIX IS BEING PRODUCED FOR A FUTURE NCDOT ROAD. ONLY NCDOT APPROVED MIX DESIGNS WILL BE
ACCEPTABLE. A QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE DISTRICT ENGINEER'S OFFICE PRIOR TO ASPHALT
PRODUCTION. USE FORM QMS-MV1 FOR THE QUALITY CONTROL PLAN SUBMITTAL. FAILING MIXES AND/OR DENSITIES ARE
SUBJECT TO PENALTIES INCLUDING MONETARY PAYMENTS OR REMOVAL AND REPLACEMENT.
41. ALL PROPOSED LANDSCAPING AND PLANTINGS LOCATED WITHIN THE NCDOT RIGHT OF WAY SHALL BE APPROVED BY THE
DIVISION ROADSIDE ENVIRONMENTAL UNIT. CONTACT COREY SUDDERTH AT [phone].
42. THE CONTRACTOR SHALL NOTIFY THE DIVISION TRAFFIC ENGINEER AT [phone] PRIOR TO ANY EXCAVATION WITHIN
500 FEET OF A SIGNALIZED INTERSECTION OR IF THERE ARE EXISTING NCDOT SIGNS IN OR NEAR THE WORK ZONE. ALL
TRAFFIC SIGNAL OR DETECTION CABLES MUST BE LOCATED PRIOR TO EXCAVATION. ALL SIGNAL WORK AND TRAFFIC SIGNS
SHALL BE COORDINATED WITH THE DIVISION TRAFFIC ENGINEER.
43. ANY PAVEMENT MARKING THAT IS DAMAGED OR OBLITERATED SHALL BE RESTORED AT NO EXPENSE TO THE TOWN.
44. CONTRACTOR SHALL STRICTLY COMPLY WITH THE POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY
RIGHT OF WAY MANUAL.
45. CONTRACTOR SHALL NOT PLACE EXCAVATED MATERIAL ON THE ROADWAY AT ANY TIME.
46. TRENCHING, BORE PITS AND/OR OTHER EXCAVATIONS SHALL NOT BE LEFT OPEN OR UNSAFE OVERNIGHT. THE
CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AND PROVIDE A COMPETENT PERSON ON SITE TO SUPERVISE
EXCAVATION AT ALL TIMES.
47. BACKFILL MATERIAL IS TO BE PLACED AT A MAXIMUM OF 6 INCH LOOSE LAYERS AND EACH LAYER THOROUGHLY
COMPACTED. ALL EMBANKMENT BACKFILL SHALL BE COMPACTED TO 95% DENSITY AND ALL SUBGRADE TO 100% DENSITY
IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. THEY SHALL BE SIGNED BY A PROFESSIONAL ENGINEER
AND SENT TO THE DISTRICT ENGINEERS OFFICE AT 4009 DISTRICT DRIVE, RALEIGH, NC 27607.
48. NO COMMERCIAL ADVERTISING SHALL BE ALLOWED WITHIN ANY OF THE PROJECT AREAS.
49. ALL EXCAVATIONS INSIDE THE THEORETICAL 1:1 SLOPE FROM THE EXISTING EDGE OF PAVEMENT TO THE BOTTOM OF THE
NEAREST EXCAVATION WALL SHOULD BE MADE IN ACCORDANCE WITH THE FOLLOWING CONDITIONS. TRAFFIC SHOULD BE
MOVED TO A TRAVEL LANE OUTSIDE THE LIMITS OF A THEORETICAL ONE-TO-ONE SLOPE FROM THE BOTTOM OF THE
NEAREST.
UTILITY COMPANY CONTACTS
1. Town of Cary Water Line Location Coordinator - Michael Hooker [phone].
[e-mail]
2. Town of Cary Water Distribution System Operator - Davis Reynolds [phone].
[e-mail]_
3. Town of Cary Sewer Collection - Donald Smith - [phone]. [e-mail]
4. Town of Cary Traffic and Fiber Optic - Matt Forabough - [phone].
[e-mail]
5. AT&T Telecommunications - Brandt Vickers - [phone]. [e-mail]
6. Duke Energy Progress, Distribution - Drew Odom - Mobile [phone].
[e-mail]
7. Charter Spectrum - Mark Jarvis - [phone]. mark. [e-mail]
8. Dominion Energy - Chris Norcross, PE - Mobile [phone]. [e-mail]
9. Celito - Mike Cady - Mobile [phone]. [e-mail]
10. MCI Metro/Verizon - David Duke - [phone]. [e-mail]
11. Segra - David Erwin - Mobile [phone]. [e-mail]
12. Century Link (Level 3 Communications) - Dale Copeland - Mobile [phone].
[e-mail]
13. NCDOT Division 5 District Engineer - Jeremy Warren, PE - [phone]. [e-mail]
14. Crown Castle - Rick Sransky - Mobile [phone] [e-mail]
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Signature
1 Revisions 1
Proj. No. ST3202
Design By: C. STERN
Drawn By: C. STERN
Date: NOV 2022
Scale Hor: N/A
Scale Ver: N/A
SHEET NO.
GN1

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EROSION CONTROL NOTES
1. BEFORE ANY WORK BEGINS, GIVE NOTICE TO NCDENR - LAND QUALITY SECTION, AT RALEIGH REGIONAL OFFICE, OF THE
START DATE BY PHONE AT 919-791-4200.
2. SEE CIVIL LEGEND ON SHEET GN & ECN FOR ALL EROSION CONTROL MEASURE SYMBOLS AND LINETYPES.
3. EROSION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND/OR AS REQUIRED FOR
INSTALLATION.
4. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE MUST BE OBTAINED BEFORE ANY
LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT
(E-N01) FORM AT DEQ.NC.GOV /NCGOL. PLEASE NOTE, THE E-N01 FORM MAY BE ONLY BE FILLED OUT ONCE THE PLANS
HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON
SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.
5. ALL GROUND COVER TO BE APPLIED PER CONDITIONS OF THE NPDES PERMIT OR, IN CRITICAL AREAS AT THE END OF
DAY.
6. EXCEPT FOR ANY REQUIRED LAYDOWN/StOCKPILE AREAS, REMOVAL OF EXISTING GRASS AND VEGETATION TO BE LIMITED
TO INSIDE OF RIGHT OF WAY, PERMANENT AND TEMPORARY CONSTRUCTION EASEEMENTS AS SHOWN ON PLANS.
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
SELF -INSPECTION PROGRAM:
THE SEDIMENT POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK
EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE
CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER
IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131. THE
SELF -INSPECTION REPORT FORM IS AVAILABLE FROM NCDEQ AT
https: //deg.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT
THE OFFICE AT [phone].
PART III
SELF -INSPECTION, RECOROKEEPING AND REPORTING
SECTION A: SELF-IM$PECTION
Self -inspections are required during normal business hours in accordance with the table
blow. When adverse weather or site conditions would cause the safety M the inspection
personnel to be In leoparaly, the inspection may be deWrM ur" the next business day on
which it is safe to perform the inspection. in addition, when a storm event of equal to or
greater than 1.0 inch oatsi s outside of normal busyness hours, the s 4nipectlon shall be
porformed upon thtr c*mmeommem of the n*4 business day. Any time when Inspections
were delayed shall be noted in the Inspection Record.
f■Mi■ta[Y
N elie t tdutla%normal Imppaim too"," cruet leckwIc
4nelrata4 boa
IIIUlnaariae i],Mr OaiMrai■rallarrrarlrts.
MA& sWnwa ti
r W darer gain nazi'+ o*Wtva:jam we as.na danryt e.r+a.aend w
e7Q1woAIn
tohcw pmbai- are a0 AIMd,afday "101141 .foormalipn K
ard►r
av+rmtrir. emend 0* cuajaerrr rant mrae-"Ww'r for dump mn-
aNerded dare lane Ire, vrd deee-Are rl a wee aveox" rs
r.■•p••C�-- DSPt dh Vrr4Gh ns tarrt,al err-r•ed " b• teuedrd at
'14to . ore ptnrigee lnit •se af*04f fan++(rlRnnrg 4CW*
a cared eta h# prlua-
t2 EEE Atsaa►SaaceVW
t. 1drrt0ki0ae:1trx•ueaLM04 KWA
lWt~03 r Calendar din►
2 Wu a■d time ce Coe inwevAM
Ord wo*Am 24
A NA" 0 Ow pe"Orl pe■ftrnre :Fe omprcnn+.
Mcun to a rain
4 IMKAVida al wowt v tee awaurrs w"d. pryrarire
4"r. 11,0 trdn in
prapee(1,
24 roars
S. Ottc0000001 mdreef rtr ntt45 for tic rr4+asihm.
4 C r rl !n!! h e. she e m n• eartrci err aeiinm LAm
(Ji w mww"
At 1aae price per
I. Idarafhuapa of tine druhwgr Cull alh hrnpox ee.
da r"r
7 eate'rAw dlyr
2 pace led elan of err nip"till
oh-u JUK')
and wtkan 24
1 Memo et On paewn pwr c r~c :Poo rrrmpr_non,
hw" of a rain
a tlademe of +roams of run. -aim pnit.ircn s.rh as nI
area. 21.o och in
sHmsA flbasirna or swpaeded wka :v tftto•x went.
t4 ►ours
S lmkad6p ar wale sedrfwvt sea rent It,, a rt
- a 0cwtiobw, aardmw. aria anon o! fwtrct'w wnam galas
(41 Pnit*et- of
At year. arcr err
, l 'Awbit ud+nrr4itka+ia Iwrrf estsiee ar c errata, ther a record
aka
7 tafentar drys
of tap 1Ah#A pt "be gaade:
lard wet+- za
L- 14issenl Caton 7a elna+ep d tubftt she ►edprwt that has ktt
own or a rain
t+r sir, limm
evert. 2 1-0In& if,
2. oncflvt" , acetlence, and 40ee of canes Orr aethom Alen, and
2APoirs
3. Merpwatimastothe arti3mtaken tot0+llolFittre
r.Mat.�
t3150ow er
At It et-, nrre pe
r ter umama VM%rd hoe incrow" ►i&IMP hedtnlrrasron a •
wroarlaao"11-
7 catmlar drys
"Imp has er+4le irrreaud bobidlY Irea ore cone 10P
or eftme
arrd erslra24
acuity, am a mwezvt arc foilwwra afwi be asset:
{wome
r•erarsola rain
t orucr4trrr, eAdente aid date of cerreak* mikes amen, ana
awowsw)
evert L t.0 k"h In
2- nrcoral or tins rr q-aYed egxrtt to the apprapr' CK&A*n
24 pawn
Reptnal omor pee tart !I'. $e4*mC Peon tzfl+l of VMS pemp
SMl Cr ird
iVwt wadphase
t. Trio gnaw rA era" Qmsanaeino er Wknerry FASC
sfa•bdupt'm
Go racbrs
maawre064104nra4ad1Wt#r+r,lratsl4irmwof+nwm
measues
41304" rarlttlar, Ccovirtbn 0 all tudEitnmu g
acurxy,earr+erretaararV3VVC" =fft,pssrgancrt
aar,rw -roar+!.
2 Dammmmisn teat she races ed arvm" uabiltwom
measures r r ,= (rue• tine bed woia the imere4
11m.'1rarnc n- .• ..saran mat ihry VAN beptarafed at
ilOTE: The rain inspection resets the required 7 calendar day inspection requirementt
PART nil
SELFANSPFCT1ON, RECORI)KEEPING AND RFPDRTIN•G
SECTION 13: REOORDKEEPiNG
1, E&SC Plan Documentation
The approved E&SC pan as well many approved deviation shall be kept on the site. The
a Dproared E&SC plan must be kept up-Wa date throughout the coverage under this permit.
The falowing items pertaining to the E&SC plan shall be kept on site and a tillable for
i ropcction at al tirnes during normal business hours.
ken to Document Datunaewarlen Requirementa
(a) Each E&SC measure Ns been vh-.ia ed Inttlsl and lose wch E&SC measure on a copy
and does nmt siernifrea'rdy devaate from" of tht apprgvx4 C46% pkfn or compute, date
loeattores, dmeryacni and rrlatsvlr Pkvetaom wed vgn an ins;iNC;Ion rrpp! that Yhri Rleh
shown an Ifw appeovod E&SC Dian. IF measure shown on the appro.ed E&SC
plarL This documenwtion is roga.od upon the
Inman installation of tux E86SC mmu m-es or it
the !&SC mrssswes are modirtt+d after micro
ieyloltstion.
0 A 0two, a asap rg hax bean :omp elml. Initial and data a eopf or the appeoved E&SC
plan or complete, date afid sign an inspetWn
re"M to i ndleme corn l*wn or the
C~r%Kt *-' 0 V se •
fci Gro+ind ouveer it located and installed Initial and iWa a eopr of the appro"d e85C
in auordaneP rtiiis clip appeovwd USC plan or compieto, dot+ end "on an inspection
plan, report To indicate Como%ance *fth approved
ground camr spec4lications.
(d) The maintenance and repair Complete dare and son an inspection report,
rehuurrn erts for all [&SC measurrs
ho" L*on Z"wionvwdl.
(a) Coif tlivr actions have bon ukkn Initial artel data a copy of the oppeowd E&SC
to E&SC measures- plan a complete, date and sign an inspection
report to indicate the completion of rare
corKcttae action,
2. Additional Docunentation to be Kepot an Sker
In addition to the E&SC plan documents above, the following items stlall be kept on the
site and available for Inspectors at all times during normal business hours, unless the
Division prcrMes a site•spcoYic vmmpfion based on unique: site conditions chat make
this requklem d not practical:
to) This General Permit as well as the Certificate of Coverage, after it is received.
lea) Records of Inspectlord evade during the previous twelve months. The permitted shall
reoard the; required observations on the: I spection Accord form provided by the
Division or a similar insprctson form that includes a9 the requkv d elcmerm. Use of
eieetronicalVevailable records in lieu of the required paper moles will be a5mved if
shown to prgMo equal access and utHyty as the hard -copy records.
3. DooumenfaRidn to be Patained for Three Years
AN data used to complete the e-NOl and all inspection records shah be mantained for a perw
of three yea rs after prood completion and made awiiable upon request 140 CFR 122-411
PART 11, SEC71ON G, iTEM (4)
DRAW DOWN Of SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OLIT
Sediment basins and traps that reoewe runoff from drainage areas of one acre or more shall use outfel structures that withdraw water froir the surface when these devices need to be drown down
for rnaintenanmor dose out unless this is infeasible. The circumstances in which It is not fewibietowithdraw water from the surface shall be rare (far example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be slowed only when all of the 1911ovring criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non-sudace withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commeam until the E&SC plan authority has appraised these n erns.
Cb) The non -surface withdrawal has born reported as an anticipated bypass in accordance with Part III, Section C. Item (21(c) and (d) of this permit,
Cc) Dewatering discharges are treated with controls to minim to discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate comroh indude
property sited, designed and maintained dewatering tank!, w0f taroks, and filtration systems,
(d) Vegetated, upland areas of the stiles or a properly designed stone pad Is used to the extent feasible at the outlet of the diewataring treatment deviuts described !n Item (c) abaw.
(aI Vela c dissipation diviices such as check dams, sediment traps, and riprap are pmvided at the discharge points of all drwatering deviom. and
If) Sediment removed from the dewatering treatmenu devices described in item (c) above is disposed of in a manner Heat chess not cause deposition of sediment into waltm of the United States.
EROSION CONTROL NOTES (CONT.
OTHER THAN ALREADY SHOWN, THERE ARE NO ROCK OUTCROPS, SEEPS, SPRINGS, WETLANDS, STREAMS, PONDS,
LAKES, DAMS, ETC. ALONG THE CONSTRUCTION LIMITS.
CONTRACTOR SHALL PERFORM ALL SIDEWALK WORK, TEMPORARY SEED AND MULCH, AND PROVIDE PERMANENT
GROUND COVER AS OUTLINED IN THE CONSTRUCTION SEQUENCE AND MAINTENANCE PLAN.
ONLY CLEAR TO LIMITS OF CUT & FILL SLOPES AND EROSION CONTROL DEVICE LIMITS
SEE STANDARD MAINTENANCE REQUIREMENTS ON SHEETS NCGO1 BELOW.
EROSION CONTROL LEGEND
CONSTRUCTION DENUDED AREA
INLET PROTECTOR
CONSTRUCTION LIMIT
CHECK DAM
(INCLUDES GRADING, GRUBBING
C F
(CARY STD. DETAIL
�l J,�
& CLEARING)
DWG. 4000.06 1 OF 2)
�o��
TEMPORARY SILT FENCE
...
STD. CONSTRUCTION ENTRANCE
(CARY STD. DETAIL
DWG. 4000.07)
EXISTING TOPO CONTOURS
440
ROCK INLET SEDIMENT
'B'
TRAP, TYPE
TREE PROTECTION FENCE
(CARY STD. DETAIL
TPF
SILT FENCE OUTLET
0
DWG. 4000.025)
WATTLE
+ + + + + +
FLOODWAY LIMITS AREA
(CARY STD. DETAIL
+ + + + +
DWG. 4000.06 2 OF 2)
OFFSITE DRAINAGE AREA
WATER FLOW DIRECTION
DISTURBED AREAS
LOCATION
ACRES
LAURA DUNCAN ROAD
0.44
TOTAL
0.44
THIS PROJECT IS LOCATED IN THE NEUSE RIVER BASIN
PART III
SELF -INSPECTION, REGORDsfEEPING AND IMPORTiNG
SECTION C: REPORTING
1. Occurrences that Most be Reported
Perer;*tees shall report the faiiorwting occurrences
(a) Visa Ne sed"men t deposition Ina stream or wetland.
(b) Oil spills if:
+ They are 29 gallons or more,
+ They are less than 25 $agons but cannot be cleaned up vAthkn 24 hours,
a They cause sheets on surface waters (regardless or votumel, a
+ They arc witihln 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantitim under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117-31 or Section 102 of CERCIA
{Ref: 40 CFR 302.41 or GS. 14.3.215.85.
(6) Anticipated bypasses and unanticipated bypasses,
(e) Noneomphame with the conditions of this permit tlsst miry endaniler fteaI h of the
envirorl rmnt.
L Reporting T'imdramrs and Other Requirements
After a permittee bcwmes aware of an omuncrrce that must be reported, he snail contact
the appropriate Division regional office Wthi o the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Departments Environmental Emergency Center personnel at 1800)
858-0360.
Oc wranc+ Rep*4 tin a Timslrarr►rs Wtkr oiscrrrrry) and Odd Rrquirom,rots
lay Visitaie sediment a wfthm 24 hours. an xae on ekciranic rat icmion.
dcoaeAion in a a IirR" 7 c0radiw#a a a report that Contains a descnCt ion of ter
sirtana er wrtlaerd + viv nlnt and arctiont taken to addresslhe "Fww of the deco-wion.
DwWon suit eewy waive the requirement lot a wrilsen report on a
caw,bt-case oats.
a It the stream is named on the ACC 303(d11ist as ampairtd for wdimef, t
related coons. the prrmotm may err repaired to verlorm bddilional
moniuitim litspections or apply moose stringent practices If scan
dmermtne that addilsomat sequremenes we needed to sebum comOtara r
voith thN 46wer or stale Woairi#wMom eandiWrss.
reW"e a1
hazardow
subaaams par !tarn
YN/ri'iinashm. an warn of ek%irOnicrrolft.-nion, ThrnoedicatW
shall inc udo iolorr"ion about the dale, time, tattoo, voiuma and
ksrariao cot the spill cr release-
ic) Amicippied
+ A report at Ipair rein d4w brrj ft nbe flap, d! cbe Dypomst, 0 "tsmse
trMavbn 140 CFR
The report snail incitde ac eralwwn of tree anticipated 4rAlay and
123.4110VX311
VII. r. al dw bypnat.
(d) unatwkipawd
- 4Yft19r1124 how$. an xal or ek "nk notification,
t,lpas n 140 CFR
• f IN" 7cak"dardbyr, a report that includes an ewluation of the
172.411Aylll
gavity:na effect cAIlo by'pm.
lor) Nancomplianrn
. WrArn 2s Aows, an xaa or ekctronk rwttica llon,
wits+ the "wdluxix
- tsVrrNa 7ramadordrn a report that contains a descripion of the
of Itm permit that
none wrpl ianoe, and iu cAudls; the period cA rim - -e11 g actee
may rrdanjW
iviclu6 V ft3ct dates and times, acid N the noncompliance Rls hot
health or the
brew "reeled, the anticipated :Im+ noncomplance Is ehvpeeeed tin
arrrifoe+rttenriaa
contievor. aW st4wps taken *(planned to reduce, eiminate, and
GFFu mAlOX711
prevent reoccurrence o1 the noncompliance. lb CFR 322.6110161-
+ Dwon staff troy "too the f ewpement tof a rrn*n report Oft;)
r..r.eww.r�wr t■,,.+e
NORTH CAROLINA
Environmen tat Quality
j NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19 1
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FORCOPAPLIANCE WiTH
THE NCG01 CONSTRUCTION-GfNERAi PEMIT
impie"nti rig the details and specifications on this plan shoot will resuh in the construction
activitybeirlgconsitdered comptiant with the Ground Stabilization and Materials Handling
sections of the NOGOl constrwtion General Permit (sections E and F, respectively), The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority haysrig jorWiction. All dopils and spocifi_ations shown on this sheet
may not apply depending on site conditiors and the delegated author ty Laving jurisdiction.
TION
Ica Irad Ground Stabilization Tirnefrmnes
Stabilize within this
Site ;.rr pezrrlpilan
many calendar
Timc*afne variations
days after ceasing
land disturbance
(a) 'Perimeter dikes,
weaks, ditches, and
7
None
perimeter slopes
(b) high Quality Water
7
tzars
(H.QW) Zones.
(c) Slopes steeper than
If slopes Oran LO or loss +n iangth and arc
3:1
7
not steeper than 2! 1. 14 days are
allowed
-7 days for slopes greater than 51Y in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d 1 Scopes 3:1 to r3::
14
ditches, perimeter slopes and HOW
Zone$
-10 days for Falls take Watershed
-7 days or perimeter 44M. $wWas.
le) Areas with stapes
ditches, perimeter slopes and NOW Zone
Hatter than 4:1
14
-10 days for F8&e Lain Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be eonrmwted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days otter then last land disturbing
activity. Temporary pound staWlizartion shell be maintained in a manner to reader the
3uff3tc stable ain:t accrlera;cd crosiDn until ermanern and stabl ilza.ion is achaevrd.
GROUND STANUZATION SPECIFICATION
S:aailatethe groundsutfl:jcntlysothat rairwiIirot Risiodgethe :win. Useonecft?he
tooniques in the table below:
Ttmperuy SUbilkaWri
Permanent SubMadon
• ensporary erassvecd crnrrr i w'h Xraw nr
•=ctwarknt $zees seed corded w4h -tr,rK r
gown mulows and ud rlers
Other mi Ova and Wiifiers
• krdrosardng
• Goomost Uhrkssuch is miremmm sc.l
• RpNpd ergryprl x¢rstf08 products. Mlttl Or
r lrwf O 00(Ti v t rraattrryt
widwtut t mwalmy Grass "d
• H44 vserdifu
a Appmpruteiv applied strawy a other mtikh
+ Shrubs or otter permalwA pisr.crg: r v.--r r d
• muk srreefire
Willi rtwkh
• uniform end irrrrrryy detritareNel �iwnsi «•: .
vox*11e to Itstrsin oro6lon
• structural methods such as cone rite, asptWt vi
r0olrwl[t walk
+ rilpalnd aro4ion cm*ol ptoduelswilh g m& cud
1. Sesect flt,ccularns that are appropriate forttle soils being expow during
construction, seiecbng from the NC DWiR List of Approved PAMS/) hxxtAbnts.
2. Apply floeeularets at or before the inlets to Ermlon and Sediment Control Measures.
3. Apply fiocculants at the concentrations specified in the NC DWR Litt ofApproved
P,4lNSJF7dcY4 iOnts and in accordance with she manufacturer's instructions.
4. Provide pondiog area for containment of treated Stornywfatar before discharging
silence.
5. Store flocculilmS ill leak -proof containers chart are kept under storm-resaranc cover
or surrounded by secondatycontaInment structures.
STANDARD MAINTENANCE REQUIREMENT NOTES:
4000.01 OR (SF-1) STANDARD TEMPORARY SILT FENCE MAINTENANCE NOTES:
1. SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS OR IN AREAS OF CONCENTRATED FLOWS (CREEKS, DITCHLINES, SWALES, ETC.)
2. PREFABRICATED SILT FENCE IS NOT ACCEPTABLE.
3. FABRIC MUST BE BURIED A MINIMUM OF 8 INCHES VERTICALLY AND 4 INCHES HORIZONTALLY.
4. FILTER BARRIERS SHALL BE INSPECTED AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE
MADE IMMEDIATELY.
5. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY,
THE FABRIC SHALL BE REPLACED PROMPTLY.
6. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSITS REACH 1-FOOT IN HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
4000.13 STANDARD BLOCK & GRAVEL PROTECTION MAINTENANCE NOTES:
1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (th INCH OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED.
2. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE
OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE
AREAS AROUND THE INLET.
4000.14 STANDARD CATCH BASINIYARD INLET PROTECTION MAINTENANCE NOTES:
1. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (36 INCH OR GREATER) RAINFALL EVENT.
2. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
4000.19 STANDARD INLET SEDIMENT CONTROL DEVICE MAINTENANCE NOTES:
1. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (36 INCH OR GREATER) RAINFALL EVENT.
2. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
4000.25 TREE PROTECTION FENCE MAINTENANCE NOTES:
1. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY,
THE FABRIC SHALL BE REPLACED PROMPTLY.
2. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSITS REACH 1-FOOT IN HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
4000.26 SEDIMENT FILTER BAG WITH GRAVEL PAD MAINTENANCE NOTES:
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOP -DRESSING WITH 2-INCH STONE.
2. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
4000.28 CONCRETE WASHOUT PIT STOCKPILEISTAGING AREAS MAINTENANCE NOTES:
1. MAINTAIN THE CONCRETE WASHOUT STRUCTURE(S) TO PROVIDE ADEQUATE HOLDING CAPACITY PLUS A MINIMUM FREEBOARD OF 12 INCHES. REMOVE AND
DISPOSE OF HARDENED CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL CONDITION AFTER REACHING 75% CAPACITY.
2. INSPECT CONCRETE WASHOUT STRUCTURES FOR DAMAGE AND MAINTAIN FOR EFFECTIVENESS.
3. REMOVE THE CONCRETE WASHOUT STRUCTURES AND SIGN UPON PROJECT COMPLETION. GRADE THE EARTH MATERIAL TO MATCH THE EXISTING
CONTOURS AND PERMANENTLY SEED AND MULCH AREA.
4. THE STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER WASTES SHALL BE WITH IN
LIMITS OF DISTURBANCE AND SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND
SURFACE WATER BODIES. ADEQUATE EROSION CONTROL MEASURES ARE NEEDED AROUND STOCKPILE AREAS.
EQUIPMENT AND VEHICLE MAINTENANCE
I. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide do ip paths under any stmod equipment.
3. Identify lacks and repair as soon as feasible, or remove Soaking equipment from the
project.
4. Ca&ece all spent fluids, store in separate containers and property dkspose as
hazardous waste (recycle when possible).
S. Remove braking vehicles and conmucron eqwpment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants. "muk fluids aril other ptttrofeuns products
to a recycli nR or disposal center that handles these materials,
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter snd debris in approved waste c0rst$irrttv3.
2. Provide a sufficient number and size of waste containers le g domIll tef, Trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm dra n inlets and surface
waters unless no other 4wri tatiyet. are reasonably aw itable-
4. Locate waste oorruinets an areas that do not receive substanbal amounts of runoff
from upland areas and does root drain directly to a storm drain, stream or wetland,
S. Cover waits containers it the end of each workday and before harm evenTi or
pso�ride Secondary containment. Repair or replace demaged waste containers.
6, Anchor all lightweight items in waste containefs during tinges of high winds
7. Empty wasm containers as needed to prevent overflow. Clean up lmmcdiave4yr If
containers c%wf'low.
8. Dispose waste off -site at an approved disposal facility.
9. On lursinass days, clear, up and dispdsc of waste in designated waste oorda oars .
PAINT ANDOTHER LIQUID WASTE
1. Do not dump paint and other liquid waste Into storm drains, streams or wetlands
2. locate paint washouts art least 50 fort away from storm drain inlets and surface
waters unless no other oft mauves are reasonably available.
3. Contain liquid wasters in a controlled area.
4. CoMainmervt must be labeled, sized and placed appropriately for the needs cf site.
S. Prevent the 6rscharge of soap!, solvents, detergents and other liquid wastes from
construction sites -
PORTABLE TOILETS
1. install portable toilets on level ground, at !oast 50 feet away from storm drains,
streams at wetlands unless ttore is no altetnatwwa reasonably available. tf So f+ow
offset is not attainebie, provide relocation of portable toilet behind silt fence or pla"
on a gravel pad and surround vruth sand bags.
2. Provide staki ng, or anchoring of portable toilets during periods of ho winds or in hig n
foot tt'afik :treat.
3. Monitor )sortable toilets. for leaking and propeOf disptisc of any le4kcd material.
Utilin a licensed saritary waste hauSar to tarrarm leak ft portabla tatets and replace
with properly operating ureic.
EARTHEN STOCKPILE MANAGEMENT
1. Shwa stockpile locations on plans. Locate earthen -material sto fti ie areas art least
50 goat away from storm drain Wats` sediment baaslns, perimeter sediment oonlecils
and su face waters unless it can be sharhn no other alterlvatim arc reasonably
av3d:Pble_
2. Protect stockpile with sift fence installed along toe of slope with a minimum offset of
five teat from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the 6meframes provided on this sheet and in accordance
with the approved plan and any additional requirernents. Sod stabkRzatfon is defined
as vegetative, physxal orchemical courage techniques that WA restrain accelerated
Prosionondisiurbed soils for tornpotiory or permanent control needs..
NORTH CAROLtNA I
a Environmental Quality
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
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CONCRETE WASHOUTS
1. Do not discharge concrete at ecment sha cry from the
2. Dispose of, or fccy de settled, hardened concrete residua in accordamc w nth itica4
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in aocvndanc a with the above item and n
addition place the mixer and associated materials on impervious barrier and within
lot perwnetsrsift fence.
I Ir f 4. nstnll temporary concrete washouts iota ufrernetm where applicable. I an
pc rY per rq pp
altemete method or product is to be used, contact ywi approval authority for
review and approval. if local standard details are not available, uw one of the two
types of temporary tonerete washouts. provided on this detsit-
S. Do not use concrete washouts for dewatenng or stoning defective curb or sidewalk
sections. Stcrnlwateraccurnutated vriihin the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out aril removed from project.
S. Locate washouts at Ieast 50 fact from storm dram +niece and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain lnle*j closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily awassible area, on Icvol ground and install a stone
ernrance pod in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing oomreae trud 3 to the washout within the project
hmits. Post stgnage on the washout itself to identify this location.
9. Remom leavings from the washout when az approWmately 75% capacity m I ima
viedIowa evervtt. Replace the tarp, sand bags or other temporary smewrat
components when no longer functional. When utilizing alternative or proprietary
products. I'viow manufacturer's Instructions.
10. At the completion of the concrete worn rernave remairwlg leavings and dispose of
n an approved disposal facility. Fill pit, if appficabse, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Stare ana apFiy hert,ci'Joi, peitic.des and roderwicides in accordance with label
teStricti n r S .
2. Store hcrbxides, pesticdes and rotlerrticide:; in their original containers with the
label, which lists direactionts for use, Ingredients and first old sTeps in case of
accidental poisoning.
3. Oo not store herbicide!., pesticides and mdentlades in areas where Hooding It
possible or where they mW spill or leak into wells, stornswater drains, ground water
or surf*m water. if a spill occurs, clean area immediately.
4. Do not stockpile these materials angora.
LAZARDOUS AND TOXIC WASTE
I. Croato ceilgnaTed hazardous waxTe, Coll W. -on areas on -sits.
2- Place hazardous waste costa mars under c:m%or w in secondary certta inment.
3- Do not store hazarduus chafnicals, drums or bagged materials directly on the A_csi rd.
F.FFECTI V F.: 04I01 / 19
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Signature
BEENEEMENE
Revisions
Proj. No. ST3202
Design By: C. STERN
Drawn By: C. STERN
Date: NOV 2022
Scale Hor: N/A
Scale Ver: N/A
SHEET NO.
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PART I - TEMPORARY AND PERMANENT NON LAWN SEEDING MEASURES
A. GENERAL:
L AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PROJECT, THE DISTURBED AREAS SHALL RECEIVE A PERMANENT
GROUNDCOVER. SEEDING AND MULCHING SHALL BE PERFORMED IMMEDIATELY BEHIND CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
PERMANENT SEEDING IN ALL DISTURBED AREAS AS INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL ADAPT PERMANENT
SEEDING OPERATIONS TO PROTECT AND TO ACCOMMODATE ANY TEMPORARY SEEDING AND SOIL AND EROSION CONTROL MEASURES THAT MAY
ALREADY BE IN PLACE DURING THE WORK PERIOD.
ii. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL COST TO OWNER.
iii. CONTRACTOR SHALL BE RESPONSIBLE FOR TURF MAINTENANCE THROUGH SUBSTANTIAL COMPLETION. SLOPES MUST BE AT 90% COVERAGE AT
SUBSTANTIAL COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE
FOLLOWING GROWING SEASON.
B. SITE PREPARATION AND INSTALLATION:
i. GROUND COVER OF FIVE (5) INCHES. THE TOP TWO (2) INCHES SHALL BE PULVERIZED TO PROVIDE UNIFORM SEEDBED. RAKE OR HARROW THE
SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE. SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVEL SIZE IS
EVEN BETTER. AGRICULTURAL LIME SHALL BE APPLIED AT THE RATE OF 95 LBS./1000 FT. IMMEDIATELY BEFORE PLOWING. GRASS SEED SHALL
BE APPLIED AT THE RATES OUTLINED IN TABLES 2 AND 3.
ii. 5-10-10 FERTILIZER SHALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE OF 21 LBS./1000 SQ. FT. MULCHING SHALL CONSIST OF SMALL
GRAIN STRAW APPLIED AT A RATE OF 2 TONS/ACRE. MULCHED AREAS SHALL BE TACKED WITH ASPHALT OR OTHER APPROVED METHOD
SUFFICIENT TO HOLD THE STRAW IN PLACE, AT A RATE OF 400 GALLONS/ACRE.
iii. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL COST TO OWNER.
TABLE 1 : GROUND STABILIZATION*
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERMITERS DIKES, SWALES
7 DAYS
50 LBS/ACRE
DITCHES AND SLOPES
HIGH QUALITY WATER
7 DAYS
120 LBS/ACRE
(HQW) ZONES
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
7 DAYS
IN LENGTH AND ARE NOT
3:1
STEEPER THAN 2:1, 14
DAYS ARE ALLOWED.
7 DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
NONE
WITH SLOPES FLATTER
14 DAYS
(EXCEPT FOR PERMITERS
THAN 4:1
AND HQW ZONE)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(B) NPDES
GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES)
C. CLEANUP AND INSPECTION:
i. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL,
STONE, AND DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER. ALL WORK AREAS SHALL BE
LEFT IN A CLEAN AND NEAT CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY LANDSCAPING OPERATIONS SHALL BE REPAIRED
TO THE SATISFACTION OF THE TOWN AT THE CONTRACTOR'S EXPENSE.
ii. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED
BARE SPOTS, NONE OF WHICH SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED
AREA FOR EACH PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE MAINTAINED TURF AREAS SHALL BE NEATLY MOWED TO
THE UNIFORM HEIGHT OF APPROXIMATELY TWO AND ONE-HALF (2.5) INCHES. THE SEEDED AREAS SHALL BE CONSIDERED ESTABLISHED ONLY
WHEN THE SPECIFIED GRASS IS VIGOROUS AND GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED.
M. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE
REQUESTING SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER AT LEAST TEN 10 DAYS PRIOR TO THE ANTICIPATED DATE
OF INSPECTION.
iv. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN
NOTICE REQUESTING SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE
ANTICIPATED DATE OF INSPECTION. IF A SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL INSPECTION,
NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE
REPAIRS, THE SEEDED GRASS SHALL BE REINSPECTED UPON WRITTEN NOTICE AS ABOVE.
TABLE 2 & 3 NOTES:
CONSULT STORMWATER MANAGEMENT ENGINEER OR NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 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 MAY BE POSSIBLE BUT MUST BE APPROVED BY THE ENGINEER.
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO
GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING TO KEEP FESCUE FROM BEING SHADED OUT.
REVIEW REQUIREMENTS IN DEQ LAND QUALITY EROSION CONTROL PLAN APPROVAL TO DETERMINE IF THE APPROVAL HAS ANY RESTRICTIONS.
TABLE 2 : SHOULDERS, SIDE DITCHES, SLOPES
(FOR SLOPES BETWEEN 2:1 AND 3:1)
DATE
TYPE
PLANTING RATE
MAR 1 - JUN 1
SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
AND
ADD TALL FESCUE
120 LBS/ACRE
MAR 1 - APR 15
OR
MAR 1 - JUN 30
ADD HULLED COMMON BERMUDA GRASS
25 LBS/ACRE
*** TALL FESCUE AND
120 LBS/ACRE
JUN 1 - SEPT 1
*** BROWNTOP MILLET OR
35 LBS/ACRE
*** SORGHUM-SUDAN HYBRIDS
30 LBS/ACRE
SERICEA LESPEDEZA
70 LBS/ACRE
SEPT 1 - MAR 1
(UNHULLED/UNSCARIFIED)
AND TALL FESCUE
120 LBS/ACRE
NOV 1 - MAR 1
ADD ABRUZZI RYE
25 LBS/ACRE
TABLE 3 : SHOULDERS, SIDE DITCHES, SLOPES
(FOR SLOPES 3:1 AND FLATTER)
DATE
TYPE
PLANTING RATE
AUG 15 - NOV 1
TALL FESCUE
300 LBS/ACRE
NOV 1 - MAR 1
TALL FESCUE AND ABRUZZI RYE
300 LBS/ACRE
MAR 1 - APR 15
TALL FESCUE
300 LBS/ACRE
APR 15 - JUN 30
HULLED COMMON BERMUDA GRASS
25 LBS/ACRE
JUL 15 - AUG 15
*** TALL FESCUE AND
*** BROWNTOP MILLET OR
*** SORGHUM-SUDAN HYBRIDS
35 LBS/ACRE
PART 2 - PERMANENT LAWN SEEDING MEASURES
A. GENERAL:
L THE FOLLOWING INFORMATION SHALL BE APPLICABLE FOR ALL PERMANENT LAWN SEEDING. PERMANENT LAWN SEEDING SHALL TAKE PLACE
WITHIN ALL DEVELOPED AREAS OF DISTURBANCE INCLUDING RESIDENTIAL AND COMMERCIAL AREAS AND SHALL BE REPLACED IN KIND OF
EXISTING MATERIAL BY THE CONTRACTOR. AN APPROVED TURF TYPE TALL FESCUE BLEND SHALL BE USED PER THE CONTRACT DOCUMENTS.
KENTUCKY 31 IS NOT AN ACCEPTABLE BLEND.
ii. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL COST TO OWNER.
iii. CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE THROUGH SUBSTANTIAL COMPLETION. LAWNS MUST BE AT 90% COVERAGE AT
SUBSTANTIAL COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE
FOLLOWING GROWING SEASON.
B. SITE PREPARATION:
i. REMOVE OR KILL ANY UNDESIRABLE EXISTING TURF OR VEGETATION. HERBICIDE SPRAYING OR OTHER CHEMICAL TREATMENT SHALL BE APPROVED
BY THE ENGINEER PRIOR TO BEING USED BY THE CONTRACTOR. IF PREEXISTING TURF OR OTHER VEGETATION IS MIXED WITH THE SOIL TO BE
REUSED, THE CONTRACTOR SHALL USE BEST JUDGEMENT IN REMOVING IT OR INCORPORATING IT INTO THE SOIL DURING PREPARATION.
ii. IF TOPSOIL WAS NOT USED TO REESTABLISH THE UPPER SOIL LAYER AND THE UPPER SOIL IS HEAVY WITH HIGH CLAY CONTENT, SPREAD 1.5-2
INCHES OF AGED GROUND PINE BARK OR BAGGED ORGANIC HUMUS OVER THE AREA TO BE REPAIRED.
iii. FOR ALL GRASSES EXCEPT CENTIPEDE GRASS, APPLY PER 1,000 SQUARE FEET: A MINIMUM OF 95 POUNDS OF AGRICULTURAL LIME AND ONE
OF THE FOLLOWING FERTILIZERS: 40 POUNDS OF 5-10-10; 20 POUNDS OF 0-20-20; OR 20 POUNDS OF 8-8-8 OR 10-10-10 IN
COMBINATION WITH 4 POUNDS OF 0-46-0. CENTIPEDE GRASS PREFERS ACIDIC SOILS AND LOW LEVELS OF PHOSPHORUS AND MAY NOT
REQUIRE THE ADDITION OF LIME AND PHOSPHORUS. ALSO, ONCE CONSTRUCTION BEGINS, SOIL TESTING WILL BE CONDUCTED, AND DEPENDING ON
THE RESULTS, ADDITIONAL LIME SHALL BE ADDED BY THE CONTRACTOR.
iv. INCORPORATE LIME AND FERTILIZER (AND PINE BARK IF ADDED) INTO THE TOP 6 INCHES OF THE SOIL USING A ROTOTILLER OR BY HAND.
ROTOTILL OR HAND CULTIVATE TO WELL INCORPORATE THE AMENDMENTS AND GET A UNIFORM LOOSELY TEXTURED SOIL OF MINIMUM 6-INCH
DEPTH.
v. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE. SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE,
AND PEA GRAVEL SIZE IS EVEN BETTER. HAND RAKING TO LEVEL THE SOIL AND WORK OUT HILLS AND HOLLOWS. FOR AREAS LARGER THAN
100 SQ. FT. ALLOW RAIN OR IRRIGATE TO SETTLE THE SOIL. IN SOME SITUATIONS, THE ENGINEER MAY REQUIRE ROLLING OR CULTIPACKING TO
FIRM THE SOIL BEFORE SEEDING. HAND RAKE AGAIN TO BREAK UP THE CRUSTY SURFACE BEFORE SEEDING OR PLANTING.
C. INSTALLATION:
L GENERAL
a. SEED OR PLANT THE REQUIRED GRASS ACCORDING TO TABLE 4.
b. THE CHOICE OF TURFGRASS TYPE, VARIETY AND PROPAGATION FORM SHALL BE SPECIFIED IN THE CONTRACT DOCUMENTS, AS SPECIFIED IN THE
ITEMIZED PROPOSAL, OR AS DESIGNATED BY THE ENGINEER.
c. SEED SHALL BE TAGGED CERTIFIED SEED. GERMINATION SHALL BE A MINIMUM OF 95%. SEED SHALL BE 98% PURE WITH LESS THAN 2%
OTHER -CROP SEED OR DEBRIS. SEED SHALL BE FREE OF NOXIOUS WEED SEED.
d. SOD, SPRIGS, PLUGS OR OTHER VEGETATIVE PLANT PROPAGATION MATERIALS SHALL BE CERTIFIED FREE OF NOXIOUS WEEDS. MATERIALS SHALL
BE IN GOOD HEALTH AND VIGOR, FREE OF DISEASE OR PESTS, OR DAMAGE FROM DRYNESS, ADVERSE TEMPERATURE, HERBICIDES, FERTILIZER OR
OTHER CHEMICALS. SPRIGS THAT ARE OLDER THAN 48 HOURS ARE NOT ACCEPTABLE REGARDLESS OF CONDITION.
e. THE CONTRACTOR SHALL MAINTAIN A LOG OF DATES THAT SOD, SPRIGS, PLUGS, OR OTHER SEEDING INSTALLATION WAS COMPLETED FOR EACH
INDIVIDUAL PROPERTY AND SHALL NOTIFY THE ENGINEER OR INSPECTOR OF EACH DAY'S PROGRESS.
ii. SEEDING
a. SOW THE SEED ON FRESHLY PREPARED SOIL. ENSURE UNIFORM COVERAGE BY USING A CENTRIFUGAL ROTARY OR DROP -TYPE SPREADER.
AREAS LARGER THAN 100 SQ. FT. SHALL BE SEEDED WITH A MINIMUM OF TWO PASSES AT THE APPROPRIATE PARTIAL RATE FOR EACH PASS.
FOR AREAS AVERAGING GREATER 15 FT. WIDTH, APPLY HALF THE SEED IN ONE DIRECTION AND THE OTHER HALF AT RIGHT ANGLES TO THE
FIRST DIRECTION.
b. APPLY A STARTER -TYPE FERTILIZER TO THE SOIL SURFACE FOR EXAMPLE, 10 POUNDS OF 5-10-10 OR 5 POUNDS OF 10-20-20 PER 1,000
SQUARE FEET AT THE TIME OF SEEDING.
c. LIGHTLY COVER THE SEED BY HAND RAKING OR DRAGGING WITH A MAT OR CHAIN -LINK FENCE. ROLL OR TAMP THE SOIL LIGHTLY TO FIRM THE
SURFACE AND PROVIDE GOOD SEED -TO -SOIL CONTACT.
d. MULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCHED AREAS SHALL BE TACKED WITH
ASPHALT OR OTHER APPROVED METHOD SUFFICIENT TO HOLD THE STRAW IN PLACE, AT A RATE OF 400 GALLONS PER ACRE.
D. CLEAN UP AND INSPECTION:
L UPON COMPLETION OF WORK THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL
STONE, AND DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER. ALL WORK AREAS SHALL BE
LEFT IN A CLEAN AND NEAT CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY LANDSCAPING OPERATIONS SHALL BE REPAIRED
TO THE SATISFACTION OF THE TOWN AT THE CONTRACTOR'S EXPENSE.
ii. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED
BARE SPOTS NONE OF WHICH SHALL BE LARGER THAT ONE 1 SQUARE FOOT WILL BE ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED
AREA FOR EACH PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE MAINTAINED TURF AREAS SHALL BE NEATLY MOWED TO
THE UNIFORM HEIGHT OF APPROXIMATELY TWO AND ONE-HALF (2.5) INCHES. THE LAWNS SHALL BE CONSIDERED ESTABLISHED ONLY WHEN
THE SPECIFIED GRASS IS VIGOROUS AND GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED.
iii. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE
REQUESTING SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE
OF INSPECTION.
iv. FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE
REQUESTING SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE
OF INSPECTION. IF A SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL INSPECTION, NECESSARY REPAIRS
SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE REPAIRS, THE SEEDED
GRASS SHALL BE RE -INSPECTED UPON WRITTEN NOTICE AS ABOVE.
TABLE 4 : LAWN SEEDING
(COOL AND WARM SEASON GRASSES)
TYPICAL PLANTING
RATE/1,000 SQ. FT.
LAWN GRASS
PLANTING DATES
SEEDS
3
SPRIGGING
PLANTING
MAR 1 TO OCT 15
TALL FESCUE
(AUG 15 TO OCT 1
6
-
-
OPTIMUM)
TALL FESCUE/ANNUAL
OCT 15 TO MAR 1
6 FESCUE
(WINTER) RYE
1 RYE
BURMUDA GRASS
(SEED)
APR 1 TO AUG 15
1 TO 2
-
-
BURMUDA GRASS
(VEGETATIVE)
APR 15 TO AUG 30
-
54
5
0.25
CENTIPEDE GRASS
MARCH TO JULY
TO
54
-
0.50
ZOYSIA GRASS
APRIL TO JULY
-
54
5
ST. AUGUSTINE GRASS
APRIL TO JULY
-
54
-
TABLE 3 NOTES:
1 - SOD CONSISTING OF COOL -SEASON GRASSES CAN BE INSTALLED ANYTIME THE GROUND IS NOT
FROZEN. SOD CONSISTING OF WARM -SEASON GRASSES CAN BE INSTALLED AS LONG AS SOIL
TEMPERATURE EXCEEDS 55` F. (TYPICALLY APRIL 15 TO OCT. 1).
2 - POUNDS OF SEED PER 1,000 SQ. FT.
3 - SQUARE YARDS OF TURF CUT INTO 2-INCH CENTERS TO PLANT 1,000 SQ. FT.
4 - BUSHELS OF SPRIGS PER 1,000 SQ. FT. (1 SQ. YD. OF TURF PULLED APART IS EQUIVALENT TO 1
BUSHEL OF SPRIGS).
EROSION CONTROL CONSTRUCTION SEQUENCE
AND MAINTENANCE PLAN
1. OBTAIN GRADING PERMIT FROM NCDENR-LAND QUALITY SECTION.
2. ATTEND PRE -CONSTRUCTION CONFERENCE WITH TOWN OF CARY AND NCDENR LAND QUALITY SECTION.
3. CONTRACTOR PROVIDES OWNER (TOWN OF CARY) - 24-HOUR EMERGENCY CONTACT FOR SOIL AND EROSION CONTROL
RESPONSE TO THE PROJECT. THIS SHALL INCLUDE AT A MINIMUM: NAME, TITLE, DIRECT 24-HOUR TELEPHONE NUMBER
AND/OR EMAIL ADDRESS WHERE THE RESPONSIBLE PERSON IN CHARGE OF EROSION CONTROL CAN BE REACHED BY TOWN
OF CARY.
4. CONTACT NCDENR LAND QUALITY AT [phone] AT LEAST TWO (2) CALENDAR WEEKS PRIOR TO ANY LAND
DISTURBANCE ACTIVITIES.
5. INSTALL PERIMETER EROSION CONTROL DEVICES INCLUDING BUT NOT LIMITED TO: TEMPORARY SILT FENCING, AND INLET
PROTECTION DEVICES AND SILT FENCE OUTLETS PER TOWN OF CARY STANDARD DETAIL DRAWINGS. PRIOR TO ANY OTHER
PROJECT ACTIVITIES. CLEAR ONLY AS NECESSARY TO INSTALL LIMITS OF SILT FENCING.
6. INSTALL ALL ROCK SEDIMENT DAMS, PIPE INLET PROTECTIONS, TEMPORARY INLET AND OUTLET, DEVICES AND ALL OTHER
PERIMETER EROSION CONTROL DEVICES INCLUDING TREE PROTECTION FENCING ACCORDING TO DETAIL SHEETS SHOWN ON
PLANS.
7. CALL [phone] FOR ONSITE INSPECTION OPPORTUNITY BY NCDEQ. IF APPROVED BEGIN CLEARING AND GRUBBING
PROJECT, WHILE MAINTAINING ALL SOIL EROSION CONTROL DEVICES.
8. WHERE APPLICABLE, ALL EXISTING STORM DRAINAGE SHALL BE PROTECTED WITH STANDARD INLET/CATCH BASIN
PROTECTION TOWN OF CARY STD. DETAIL DRAWINGS, 04000.14, 04000.19 OR NCDOT ROADWAY STD. DETAIL DRAWING
1632.03, 1635.02 OR OTHER APPROVED EROSION CONTROL DEVICE THROUGHOUT THE DURATION OF THE WORK AT EACH
SITE UNTIL SUFFICIENT GROUND COVER IS IN PLACE TO RESTRAIN EROSION.
9. PER NCDOT ROADWAY STANDARD DRAWING NO. 200.02 METHOD OF CLEARING IS THE LIMIT OF CUT OR FILL OR
TEMPORARY EROSION CONTROL DEVICE.
10. INSTALL JOB -BOX AND RAIN GAUGE FOR THE SITE. MAINTAIN ALL RED -LINED EROSION CONTROL PLANS ONSITE IN
JOB -BOX. CONTRACTOR TO MAINTAIN RED -LINED EROSION AND SEDIMENT CONTROL PLANS ON SITE IN JOB -BOX, UNTIL
FINAL ACCEPTANCE.
11. FOR EACH CONSTRUCTION LOCATION, COMPLETE CLEARING AND GRUBBING.
12. BEGIN AND COMPLETE GRADING (CUTS AND FILLS) IN A CONTINUOUS MANNER TO RESTRAIN EROSION AND RILLS FOR EACH
SITE. MAINTAIN ALL GRADING WORK AT EACH SITE UNTIL FINAL ACCEPTANCE USING METHODS OF EARTHWORK
CONSTRUCTION NECESSARY TO CONTROL SOIL EROSION DURING CONSTRUCTION AND UNTIL FINAL ACCEPTANCE OF THE
PROJECT. ALL BARE SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE CURRENT NPDES PERMIT OR, IF
IT IS IN A CRITICAL AREA, BY THE END OF THE DAY.
13. INSTALL NEW SIDEWALK, WHEELCHAIR RAMPS, PAVING, CURB AND GUTTER, ETC
14. COMPLETE ALL GRADING TO FINISHED GRADE.
15. PROVIDE CONCRETE TRUCK WASHOUT AREAS AND LOCATE THESE AREAS WITHIN AN EXISTING STAGING AREA THAT IS
CONTAINED BY EROSION CONTROL PERIMETER DEVICES INCLUDING SILT FENCING.
16. RECEIVE APPROVAL FROM ENGINEER AND TOWN PROJECT REPRESENTATIVE FOR FINAL GRADING, CONTOURS AND
APPEARANCE OF GRADED AREAS.
17. PERMANENT SEED AND MULCH AND PROVIDE ROLLED EROSION CONTROL PRODUCTS WHERE CALLED FOR IN THE PLANS OR
AS DIRECTED BY OWNER TO THE NPDES GENERAL STORM WATER SOIL STABILIZATION TIMEFRAME GUIDELINES OR AS
OTHERWISE NOTED AS SHOWN THESE PLANS.
18. MAINTAIN ALL EROSION CONTROL DEVICES UNTIL A PERMANENT GROUND COVER IS ESTABLISHED PER TOWN OF CARY
SPECIFICATIONS.
19. CONTRACTOR SHALL INSPECT ALL PROJECT EROSION AND SEDIMENT CONTROL DEVICES FOR STABILITY AND OPERATION
FOLLOWING EVERY RAIN EVENT AND ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 CONSECUTIVE HOURS FOLLOWING A
RAINFALL EVENT OF 0.5 INCHES OR GREATER WITHIN A 24 HOUR PERIOD.
20. INSPECT ALL INLET PROTECTIONS, CHECK DAMS, WATTLES, SILT FENCES, STREAM CROSSING AND SILT FENCE OUTLETS
AFTER EACH RAIN EVENT. SHOULD ANY DEVICES BE IN NEED OF REPAIRS, IMMEDIATELY MAKE REPAIRS.
21. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING OR OUTLET AREAS AND AT OTHER EROSION AND SEDIMENT
CONTROL DEVICES WHEN IT BECOMES 0.5 FEET (6 INCHES) OR GREATER AT THE DEVICE. ALL SILT FENCING AND OTHER
PERIMETER DEVICES SHALL BE REPAIRED IMMEDIATELY UPON INSPECTION.
22. SEDIMENT OR DEBRIS SHALL BE SWEPT IMMEDIATELY FROM EACH ROADWAY OR STREET SECTION INCLUDING PAVEMENT
AREAS, SHOULDERS, CURB AND GUTTER, SIDEWALKS, DRIVEWAYS OR OTHER IMPERVIOUS SURFACE AREAS AT A MININUM
UPON THE COMPLETION OF EACH WORKING DAY OR CALENDAR DAY AND WHEN DIRECTED BY THE ENGINEER OR TOWN
PROJECT REPRESENTATIVE.
23. PROVIDE PERMANENT GROUND COVER FOR ALL DISTURBED AREAS PER NPDES GENERAL SOIL STABILIZATION TIMEFRAMES
AS SHOWN ON TABLE 1 AND UPON COMPLETION OF ALL SIDEWALK WORK AND TRAFFIC SIGNAL WORK.
24. REMOVAL OF TEMPORARY EROSION CONTROL DEVICES SHALL ONLY BE PERFORMED AFTER SUFFICIENT PERMANENT GROUND
COVER HAS BEEN ESTABILISHED AND ONLY UPON APPROVAL OF THE TOWN PROJECT ENGINEER AND TOWN PROJECT FIELD
REPRESENTATIVE.
25. ALL ADJACENT STREETS, RAMPS, ROADWAYS, SIDEWALKS AND DRIVEWAYS ENTERING THE PROJECT AREA SHALL BE KEPT
CLEAN THROUGHOUT THE CONSTRUCTION OF THE SITE AND SEDIMENT AND DEBRIS SHALL BE REMOVED IMMEDIATELY AND
PRIOR TO THE END OF EACH WORKDAY.
26. ANY DEWATERING MUST BE DONE THROUGH A SILT BAG.
27. A RAIN GAUGE, A COPY OF THE APPROVED E&SC PLAN WITH APPROVAL LETTER & PLACARD, COPIES OF ANY 401/404
DETERMINATIONS WITH MAPS REFLECTING IMPACTS TO BUFFER & WETLANDS, AND AT LEAST 30 DAYS OF
SELF -INSPECTIONS ARE TO BE KEPT ON THE SITE UNTIL PROJECT CLOSE OUT.
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Date: NOV 2022
Scale Hor: N/A
Scale Ver: N/A
SHEET NO.
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DAOID J & MARILYN B MARTINIRREVOCA
1201 BUCK JONES RD
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PIN: 075317028181
DB: 14220, PG: 1310
BM: 1992, PG: 344
LOCATION: 0 LAURA DUNCANRD
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50' BUFFER
NOW OR FORMERLY
RASAKULASURIAR, ROHINI
1927 MOSTYN LN
APEX NC 27502-6509
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LOCATION: 100 CAROSTONE CT
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PIN: 075317120477
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BM: 1994, PG: 139
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LOCATION: 101 CAROSTONE CT
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THURMOND, GREGORY & THURMOAT BRAN B 11994, PG: 2471
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ALONG CONSTRUCTION LIMIT BM: 1994, PG: 139
109CAR 27513- 71 LOCATION: III CAROSTONECT DRAINAGE EASEMENT
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PIN: 075113121572 DB: 16751, PG: 1946 118 CAROSTONE CT
B15898, PG: 489 BM: 1994, PG: 139 CARYNC 27513-5718
M: 1994, PG: 139 LOCATION: 120 CAROSTONE CT PIN: 075313124535
LOCATION: 107 CAROSTONE CT DB: 17332, PG: 1229
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LOCATION: 120 CAROSTONE CT
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TAX DEPT - DEC41B
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ANGIER NC 2 7501- 7431
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