20180195 Ver 1_Site Plans_20180209

PARK 1764 OFF-SITE SEWER PROJECT
CITY OF HICKORY
CATAWBA COUNTY, NORTH CAROLINA
OWNER/TEAM INFORMATION
CIVIL ENGINEER OWNER
CIVIL & ENVIRONMENTAL CONSULTANTS, INC. CITY OF HICKORY
1900 CENTER PARK DRIVE, SUITE A 76 NORTH CENTER STREET
CHARLOTTE, NORTH CAROLINA 28217 HICKORY, NC 28601
PH: [phone] CONTACT:
FX: [phone] WARREN WOOD, CITY MANAGER
CONTACT: SHAD WALTERS, PE KEVIN GREER P.E., PUBLIC SERVICES DIRECTOR
PH: 828-323-7412
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REFERENCE
U.S.G.S. 7.5 MIN. TOPOGRAPHIC MAP,
HICKORY, NC QUADRANGLE, DATED: 2016
VICINITY MAP
SCALE 1 " = 2000'
SCALE IN FEET
0 2000 4000
5
JANUARY, 2018
DRAWING INDEX
DRAWING
NUMBER
SHEET TITLE
C000
COVER SHEET
C001
GENERAL NOTES
C500
OFF-SITE SEWER OVERALL PLAN
C501
OFF-SITE SEWER PLAN & PROFILE
C502
OFF-SITE SEWER PLAN & PROFILE
C503
SEWER DETAILS
C504
EROSION CONTROL DETAILS
REFERENCE SITE MAP SCALE IN FEET
ARIEL BACKGROUND PROVIDED BY MICROSOFT
SCALE 1" = 1000'
CORPORATION, BING IMAGERY — DATED 2017
0 1000 2000
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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GENERAL NOTES
1. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THIS PROJECT. IF
CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT FROM THOSE SHOWN, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
2. EXISTING SITE INFORMATION / TOPOGRAPHIC SURVEY WAS PREPARED BY ACCUTECH SURVEYING AND MAPPING, DATED OCTOBER
2016. CEC IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN.
3. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (INCLUDING THOSE LABELED PER RECORD
DATA) PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH MOVING OPERATIONS. INFORM ENGINEER OF ANY CONFLICTS
DETRIMENTAL TO THE DESIGN INTENT.
4. 48 HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES: THE NC UTILITY
PROTECTION SERVICES, AND ALL OTHER AGENCIES THAT MAY HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE
NON-MEMBERS OF NC UNDERGROUND PROTECTION, INC.
5. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE FEDERAL, STATE AND LOCAL
REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING
EMPLOYEES) AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO INITIATE, MAINTAIN
AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
6. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S REPRESENTATIVE FOR ANY AND ALL
INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES OCCURRING IN THE COURSE OF THE
CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
7. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH LOCAL, STATE, & FEDERAL
REGULATIONS.
8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL APPLICABLE PERMITS, AND PAY ALL REQUIRED FEES
PRIOR TO BEGINNING WORK.
9. ANY WORK PERFORMED IN THE LOCAL OR STATE RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE APPLICABLE LOCAL OR
STATE REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE NECESSARY PERMITS FOR THE WORK,
SCHEDULE NECESSARY INSPECTIONS, AND PROVIDE THE NECESSARY TRAFFIC CONTROL MEASURES AND DEVICES, ETC., FOR WORK
PERFORMED IN THE RIGHT OF WAYS.
10. THE CONTRACTOR IS TO PERFORM ALL INSPECTIONS AS REQUIRED BY THE NCDEQ FOR THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) PERMIT AND FURNISH OWNERS REPRESENTATIVE WITH WRITTEN REPORTS.
11. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL PRACTICES REQUIRED BY THE CITY/COUNTY AND THE NCDEQ.
12. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF CONSTRUCTION AND ARE TO FINAL
GRADE AND ARE TO REMAIN SO, SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICAL IN ACCORDANCE WITH
SPECIFICATIONS. IF NO SPECIFICATIONS ARE SUPPLIED, REFER TO NCDEQ EROSION CONTROL MANUAL.
13. THE CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. IT IS
NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL WORK ASSOCIATED
WITH THE PROJECT.
REFERENCE
1. SURVEY PERFORMED BY ACCUTECH SURVEYING AND MAPPING, LLP
AND COMPLETED OCTOBER 2016.
2. STREAM/WETLAND REPORT PERFORMED BY ECS SOUTHEAST, LLP
AND DATED OCTOBER 5, 2017.
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3. FEMA FLOOD INSURANCE RATE MAPS, NUMBER 3710372000J AND
NUMBER 3710372100J WERE USED TO DETERMINE FLOOD ZONES.
8 7 1 6
EROSION CONTROL NOTES
1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING
AUTHORITIES.
2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE
BEEN INSTALLED.
3. ALL EXPOSED AREAS SHALL BE SEEDED WITHIN 14 DAYS OF FINAL GRADING. SEE NPDES SEEDING CHARTS FOR
ADDITIONAL INFORMATION.
4. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE TEMPORARILY SEEDED.
5. SLOPES STEEPER THAN 3:1 SHALL BE SEEDED AND STABILIZED WITHIN 7 DAYS
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS AND WITHIN
24 HOURS OF A RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY
GOVERNING NPDES GENERAL PERMIT. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS
AND BE COMPLETED WITHIN 48 HOURS OF REPORT.
7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE INSTALLED BY THE GENERAL CONTRACTOR IF DEEMED NECESSARY BY ON SITE INSPECTION.
8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL
STABILIZATION.
10. SEDIMENT SHALL BE REMOVED FROM SILT FENCE BEFORE IT IS DEPOSITED ONE-THIRD THE HEIGHT OF THE EXPOSED
SILT FENCE.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. PRIOR TO BEGINNING WORK ON THE PROJECT, THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE EROSION
AND SEDIMENT CONTROL APPROVAL FROM NCDEQ. THE APPROVAL NOTICE MUST BE POSTED AT THE JOB SITE.
2. THE CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED BY THE NCDEQ AND THE NPDES CONSTRUCTION
STORMWATER PERMIT. SELF INSPECTIONS ARE TO BE CONDUCTED AFTER EACH PHASE OF WORK FOR THE RECORD OF THE
INSTALLATION AND THE MAINTENANCE OF THE EROSION CONTROL MEASURES. SELF INSPECTION FORMS CAN BE OBTAINED AT
HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS.
3. FLAG WORK LIMITS BEFORE CONSTRUCTION ACTIVITY BEGINS. THE CONTRACTOR SHALL NOT PERFORM ANY CLEARING BEYOND
THE LIMITS SHOWN ON THE PLANS.
4. INSTALL TEMPORARY SILT FENCE AS SHOWN ON THE PLANS, CLEARING ONLY WHAT IS NECESSARY TO INSTALL THE SILT
FENCE. DO NOT INSTALL SILT FENCE ACROSS CHANNELS OR AREAS OF CONCENTRATED FLOWS.
5. BEGIN INSTALLATION OF TEMPORARY CONSTRUCTION ENTRANCE.
6. ENSURE EROSION CONTROL MEASURES ARE OPERATING EFFECTIVELY AND PROVIDE MAINTENANCE AS NECESSARY.
7. BEGIN REQUIRED EXCAVATION FOR GRAVITY SEWER INSTALLATION.
8. GROUND COVER THAT IS SUFFICIENT TO RESTRAIN EROSION MUST BE PLACED ON ALL PERIMETER DIKES, SWALES, DITCHES,
AND SLOPES WITHIN 7 DAYS. ANY SLOPE STEEPER THAN 3:1 SHALL HAVE GROUND STABILIZATION WITHIN 7 DAYS. SLOPES 3:1
OR FLATTER AND ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS. SEE EROSION CONTROL NOTES AND SEEDING
SCHEDULE ON THIS SHEET.
9. EROSION CONTROL MEASURES CAN BE REMOVED AFTER SITE IS STABILIZED AND APPROVAL HAS BEEN OBTAINED FROM NCDEQ.
17. PERFORM AS -BUILT SURVEYS AS REQUIRED AND SUBMIT TO NCDEQ FOR APPROVAL.
18. ATTEND FINAL INSPECTION WITH ENGINEER AND NCDEQ TO CLOSE OUT PERMITS.
NPDES PERMIT - THE FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
THIS PROJECT SHALL ABIDE BY CHANGES IN THE NPDES PERMIT (NCGO1), WHICH WENT INTO EFFECT
AUGUST 3, 2011 AND INCLUDE (BUT NOT LIMITED TO) THE FOLLOWING:
SITE AREA DESCRIPTION
STABILIZATION TIMEFRAME
STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
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50' IN LENGTH
ALL OTHER AREAS WITH SLOPES
FOR ENGINEERS AND
NONE (EXCEPT FOR PERIMETERS AND
FLATTER THAN 4:1
14 DAYS
HQW ZONES)
TEMPORARY SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES RATE (Ib/acre)
RYE (grain) 120
SEEDING DATES:
AUG 15 TO DEC 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib/ac 10-10-10 FERTILIZER.
MULCH:
APPLY 40001b/ac STRAW. ANCHOR STRAW BY TACKING
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED,
RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1
SEEDING MIXTURE:
SPECIES RATE (Ib/acre)
TALL FESCUE 100
SERICEA LESPENDEZA 30
KOBE LESPENDEZA 10
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15, ADD 101b/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE
GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS
IN MARCH.
SEEDING DATES:
BEST POSSIBLE
AUG 25 - SEPT 15 AUG 20 - OCT 25
FEB 15 - MAR 20 FEB 1 - APRIL
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
1200 Ib/ac 10-10-10 FERTILIZER.
5
MULCH:
APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
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UTILITY NOTES
1. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES & GOVERNMENT AGENCIES PRIOR TO
COMMENCEMENT OF WORK.
2. THE CONTRACTOR SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK, ALL PERMITS AND LICENSES
NECESSARY TO ACCOMPLISH WORK. PERMITS CAN INCLUDE, BUT ARE NOT LIMITED TO CITY OF HICKORY, NCDOT
ENCROACHMENT PERMIT, AND/OR UTILITY COMPANY'S PERMIT FOR THE WORK TO BE PERFORMED ON THEIR
RESPECTIVE FACILITIES.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE JOB SITE AND
LOCATION OF ALL EXISTING FACILITIES AND UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS.
4. ALL TRENCH SPOILS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED SHALL BE
REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL COST TO THE OWNER IN ACCORDANCE
WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
5. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES OR
UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; AND IF DAMAGED, THEY SHALL BE
REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER.
6. DISTANCES SHOWN FOR SANITARY SEWER ARE MEASURED FROM CENTER OF STRUCTURE, CONTRACTOR RESPONSIBLE
FOR ACTUAL FIELD CUT LENGTH. COORDINATES FOR SANITARY STRUCTURES ARE SHOWN TO THE CENTER OF
STRUCTURE UNLESS OTHERWISE NOTED.
7. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS OF ALL IMPROVEMENTS. INCLUDE AT LEAST TWO DIMENSIONS
TO EACH VALVE AND MANHOLE FROM KNOWN SITE FEATURES. DRAWINGS SHALL INCLUDE HORIZONTAL AND VERTICAL
INFORMATION ON ALL NEW UTILITIES AS WELL AS EXISTING UTILITIES ENCOUNTERED.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR, RE -FERTILIZE IN THE
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RE -SEED, RE -FERTILIZE, RE -MULCH DAMAGED AREAS IMMEDIATELY.
DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION PS
SEEDING MIXTURE:
SPECIES RATE (Ib/ac)
TALL FESCUE 250 (6 Ib/1000 sq ft)
KENTUCKY BLUEGRASS 50 (1 Ib/1000 sq ft)
NURSE PLANTS:
BETWEEN MAY 1 AND AU 15, ADD 10 Ib/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN).
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY
4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 1200 Ib/ac
10-10-10 FERTILIZER.
MULCH:
USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES.
THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN
DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac
GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. RE -FERTILIZE IN LATE WINTER
ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER
(3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4".
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REFERENCE
1. SURVEY PERFORMED BY ACCUTECH SURVEYING AND MAPPING, LLP
AND COMPLETED OCTOBER 2016.
2. STREAM/WETLAND REPORT PERFORMED BY ECS SOUTHEAST, LLP
AND DATED OCTOBER 5, 2017.
3. FEMA FLOOD INSURANCE RATE MAPS, NUMBER 3710372000J AND
NUMBER 3710372100J WERE USED TO DETERMINE FLOOD ZONES.
5
4
Stephen R. Harrison Thomas F. Kirby
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Parcel ID 372114238039
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PARCEL ID 37E11710548,c CONSTRUCTION EASEMENT -- i� ECS SOUTHEAST LLP \ �/
- STA 19+24.03 PROPOSED LIMITS OF _
/� / --- -- PROPOSED MANHOLE 8 DISTURBANCE NOT TO DATED OCTOBER 5, 2017 10 /
# EXCEED PROPOSED RUTH B. LUTZ IRREVOCABLE TRUST -- PROPOSED TEMPORARY STREAM CROSSING
\ N: 710637.8400 _ EX/ST/NG STREAM (D)
E: 1321540.2107 EASEMENT LINES 1 DB 3137 PG 793 PER STREAM AND WETLAND REPORT C504 (STREAM CROSSING #2)
PARCEL /D 372118311271 PERFORMED BY ECS SOUTHEAST, LLP REMOVE AND STABILIZE STREAM BANKS
- - \ DATED OCTOBER 5 2017 AFTER CONSTRUCTION IS COMPLETE
SCALE IN FEET
iiiii
0 50 100
PLAN VIEW
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13+00 14+00 15+00
HORIZONTAL VERTICAL
SCALE IN FEET SCALE IN FEET
0 50 100 0 5 10
REFERENCE
1. SURVEY PERFORMED BY ACCUTECH SURVEYING AND MAPPING, LLP
AND COMPLETED OCTOBER 2016.
2. STREAM/WETLAND REPORT PERFORMED BY ECS SOUTHEAST, LLP
AND DATED OCTOBER 5, 2017.
3. FEMA FLOOD INSURANCE RATE MAPS, NUMBER 3710372000J AND
NUMBER 3710372100J WERE USED TO DETERMINE FLOOD ZONES.
16+00 17+00 18+00 19+00 20+00
PROFILE VIEW - SEWER LINE "A"
SCALE H:1"=50'; V:1"=5'
21+00
22+00
23+00
24+00
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PROPOSED EROSION SILT FENCE
PROPOSED TREE LINE
PROPOSED 50' SANITARY SEWER
TEMPORARY CONSTRUCTION EASEMENT
a
PROPOSED 25' SANITARY SEWER
cc
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PERMANENT CONSTRUCTION EASEMENT
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PROPOSED SANITARY SEWER PIPE
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C504 (STREAM CROSSING #3)
REMOVE AND STABILIZE STREAM BANKS
AFTER CONSTRUCTION IS COMPLETE
880
I 1 PROPOSED STREAM/BANK
C504 I STABILIZATION (TYP.)
875
870 111 I 111 870
98 LF 8"
865 DUCTILE IRON PIPE @ 0.60% g65
860 1 1 860
855 1 1 855
850 1 1 850
845 1 1 845
840 840
0+00 + 0+98
PROFILE VIEW - SEWER LINE "B"
SCALE H:1"=50'; V:1"=5'
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
BEFORE YOU D101
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ms THE LAWI
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SHEET 5 OF 7

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FINISHED GRADE WALL MANHOLE COVERS SHALL MEET
B- � I Ty ASTM A48-94 OR LASTEST STANDARD
-
�I III
IISSII
I I IIS
s
A � I I A � E�
1=
FINAL
BACK FILL IIIA I WATERTIGHT
BOOTED
1111' CONNECTION
I11I IIII \� / REQUIRED
III M III
DETAIL 'C -C' STND
.III UNDISTURBED i
I- SOIL TOP OF > MIN. AVE. WTS.
IIII III COVERRING 190
COVER 125
III 2' III B SECTION B -B 315
BOTTOM =1 1=
OF SHORT
INITIAL III III PLAN VIEW COVER 1/2'R MIN AVE, WTS.
BACK FILL III III
RING 150
1'R COVER 130
280
III 1.00NSNEW INSTALLATION, A MAXIMUM
t6'
OF 2 GRADE RINGS SHALL BE USED. NOTES2. CONCRETE SHALL BE 4000 PSI AS 1. ALL COVERS T❑O.DOF PER ASTM C-478. BE SUPPORTED W/4-1'
PIPE 6" MINIMUM SIDE CLEARANCE 3. STEEL REINFORCING SHALL MEETVENT HOLES IN
ASTM A-305, A-15, A-160O.D.OF OR LATEST STANDARD COVER
2" PIPE 12" MAXIMUM SIDE CLEARANCE 4. MANHOLES OVER S-6" IN DEPTH STD. NO. 603 2. ALL RINGS TO BE
SHALL BE PROVIDED WITH STEPS 1'-3" RING & COVER SUPPORTED W/4-1'
TYPICAL TRENCH BOTTOM DIMENSIONS FOR: ON CENTER. STEPS SHALL BE IN DIA. ANCHOR HOLES.
DUCTILE IRON, PVC, AND CONCRETE PIPE ACCORDANCE WITH STANDARD NO. 603. 3. RING & COVER TO
5. INVERT SHALL HAVE 0.20' OF FALL n m 0.40' GRADE BE USF 669/KL OR
UNLESS OTHERWISE SPECIFIED. x 0 7" 24" I.D. RING EQUAL
s 4. SHORT R&C TO BE A
TRENCH DETAIL 3 USF 686/KM OR B
CLASS D FLAT SUBGRADE 5" 2.67' EQUAL C
4.00' CONES 5. BOLT DOWN/ WATER D
STD. N0. 207 5.33' TIGHT R&C TO BE
M.H. STEP USF 668-KL-BWT
'0' RING JOINT - - - - - - - - OR EQUAL
ASTM C443-98 1
OR LATEST
STANDARD 4'-0" I.D. a 1.33'
NOTES: 5" 5'-0" I.D. 2.67' RISERS
1. TRENCHES REQUIRING SHORING AND BRACING, 6'-0" I.D. 4.00'
DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING. F E
DEPTH OF BEDDING 2. NO ROCKS OR BOULDERS 2" OR LARGER TO } 4 1/8' G 4 3/4'
MATERIAL BELOW PIPE BE USED IN INITIAL BACKFILL.
SECTION A -A
NOT TO SCALE NOT TO SCALE NOT TO SCALE
CITY OF HICKORY CITY OF HICKORY CITY OF HICKORY
REVISIONS DATE: REVISIONS DATE: REVISIONS DATE:
N0. DATE DESCRIPTION 2-1 -07 N0. DATE DESCRIPTION 2-1-07 NO. DATE DESCRIPTION STANDARD & SHORT 2-1-07
Hi ko . SEWER LINE TRENCH BOTTOM DIMENSIONS SHEET: 1 OF 1 HiCk01� SANITARY SEWER MANHOLE DETAIL SHEET. 1 of 1 H1Ck0 MANHOLE RING & COVER SHEET 1 of 1
AND BACKFILLING REQUIREMENTS STD. NO.
`j 5603 STD.
.5/8'x2 II EXPANSION ANCHOR BOLTS
ON BOTTOM/ BRACKETS
5/8'x4' EXPANSION ANCHOR BOLTS ON
TOP BRACKET 5"0 STEEL PIPE -IT 4T
12'
114 -
ANGLE
4 -ANGLE AS REOID. TO
SEAT SQUARELY ON A WATERTIGHT FRAME AND VARIES
MANHOLE W COVER (BOLTED DOWN) -
H
t
1 4` LOCKING
A RINGS 33¢'
I I SECTION OF PRECAST MANHOLE
o _
1/4"
It 1/2- 9` 12- MIN. I CONCRETE COLLAR ( 1'
jam --8 1/2- 1 112 O 2" 3 1 ., i O 04 O STOP
TRATION
I 9'
-------------- 3 - y4
1 �1
_ r
I I STEPS AND VENT I •t� •'+' !t' ~ O y:
III INSTALLED ON STRAIGHT
I 3" II I I , X11,,.111 WALL OF M.H.
+ .: O O
i c 4- �.:. `t. -4 O 0
14 L
im
71 6'v HOLES BRACKET FABRICATED N • • ` i I .. I
DRILLED AS SHOWN FROM II STEEL PLATE : i •: s `` ,� +:� 6- S )• •j 10' ��T ia'
r..♦/w-..�••. .!' is �• ') si.
PIPE BRACKET C ' ! •,.... 4- ) ,: ': ;. J , 1 12'
PIPE BRA CKET (SEE THIS MEET)- -
F.
y..
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PRECAST CONCRETE MANHOLE •::• :�.:��. .... � y�.
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WASHER PLATES 114' SECTION B -B 1. 1y2' y'
70 PLUMB VENT "
NOTESt
1/4- PLATE7 1 4 6' 1, STEPS TO BE EPDXY
A PLU B ..s, B GROUTED IN PLACE,
2, CENTERLINE OF THREAD
COLLAR, TYP TO BE LEVEL &PLUMB
NOTES W/ ALL IN MH SECTION,
LJ lu I I i SLOPE TOP OF CONCRETE °d
1. VENT SHALL BE ON CifEiC SIDE AND PONT '
BASE 2- TOWARD 7ROUGH a
DOWNSMEAM. •'
° STEPS TO BE EPDXY
Z VENT AND BRACKETS SHALL BE PAINTED PER SPECS GROUTED IN PLACE
W �.t�� I :•'' NOTES COPOLYMER
3 AVOID PLACING PIPE BRACKET AT MANHOLE ON 7S ZQ s ; 1. MANHOLES SHALL ALSO COMPLY WIN STANDARD a POLYPROPYLENE
OR STEPS. X �/� DETAILS 4 AND 7 AS APPLICLABLE, PLASTIC
•,� 1 f•, as
A 4. ANCHOR SLEEVE THREADED STUD AND NUT SHALL 0 =72' 60" 3
BE STAINLESS S7EEL OR GALVANIZED STEEL. OVER 84 72" 3 = _ • / • ~• °
SEC77O71N A -A ,
a STOP # 3 DEFORMED
5. ROTATE STRAIGHT WALL OF MANHOLE TO CiEEXSIOE. I , '.��: •y d d ° ° STEEL ROD
ACCORDING TO THE TYPE OF PRECAST MANHOLE,
WASHER SPACERS MAY BE R£OUIRED ON LOWER �••' ( Q
BRACKETS •• • ° °
3'2'
1 SANITARY SEWER MANHOLE VENT DETAIL :'I '::.• ,: ';. SECTION A -A
C5O3 NOT TO SCALE PENETRATI❑N NOT TO SCALE
CITY OF HICKORY
REVISIONS DATE:
2 DOGHOUSE MANHOLE DETAIL NO. DATE DESCRIPTION MANHOLE STEP FOR PRECAST 2-1-07
C503
NOT TO SCALE H�k CONCRETE MANHOLE SHESTD. ET INO.
OF 1
SECTION A -A 606
Pipe Capacity
J
D d MIN. MATERIAL.
Pipe Diameter (in)
12
Manning's coeff
1.b/ BASE WITH
MANHOLE DIAMETER VS. PIPE DIAMETER SLOPE SLOPE 3.65'
Slope (%)
0.4
Hydraulic Radius
I I
Velocity (fps)
2.87
Capacity full CFS
27" & SMALLER 6" 4. BACKFILL SHALL BE COMPACTED IN 6" LAYERS
Capacity 112 full CFS
1.13
Capacity full GPD
O PRECAST INVERTS
4'-0" = 27" PIPE MAXIMUM 4.67'
Capcity 112 full GPD
727,758
a
Capacity full GPM
1,011
Capcity 112 full GPM
30" - 60" 12" IN TRAFFIC AREAS, 12" LAYERS IN NON-
MAXIMUM ` _
A B C D E F G H
66" &LARGER 18" TRAFFIC AREAS USING VIBRATORY EQUIPMENT.
5. ALL BACKFILL TO A HEIGHT OF 12" OVER PIPE
6'-0" =ABOVE 36MAXI
<:, • _ ,
STND 25 'liq 23 � 23 j 1' 7k 22' 25' 33 44 1
TO BE COMPACTED BY MANUAL MEASURES.
11=III=III=III=III=III=III=III=III=III=III=`\
q
TO 102" UNDER MANHOLE
SHORT 25' 23 23 q 1 1' 1 4' 1 22 1 23 33
SECTION A -A
NOT TO SCALE NOT TO SCALE NOT TO SCALE
CITY OF HICKORY CITY OF HICKORY CITY OF HICKORY
REVISIONS DATE: REVISIONS DATE: REVISIONS DATE:
N0. DATE DESCRIPTION 2-1 -07 N0. DATE DESCRIPTION 2-1-07 NO. DATE DESCRIPTION STANDARD & SHORT 2-1-07
Hi ko . SEWER LINE TRENCH BOTTOM DIMENSIONS SHEET: 1 OF 1 HiCk01� SANITARY SEWER MANHOLE DETAIL SHEET. 1 of 1 H1Ck0 MANHOLE RING & COVER SHEET 1 of 1
AND BACKFILLING REQUIREMENTS STD. NO.
`j 5603 STD.
.5/8'x2 II EXPANSION ANCHOR BOLTS
ON BOTTOM/ BRACKETS
5/8'x4' EXPANSION ANCHOR BOLTS ON
TOP BRACKET 5"0 STEEL PIPE -IT 4T
12'
114 -
ANGLE
4 -ANGLE AS REOID. TO
SEAT SQUARELY ON A WATERTIGHT FRAME AND VARIES
MANHOLE W COVER (BOLTED DOWN) -
H
t
1 4` LOCKING
A RINGS 33¢'
I I SECTION OF PRECAST MANHOLE
o _
1/4"
It 1/2- 9` 12- MIN. I CONCRETE COLLAR ( 1'
jam --8 1/2- 1 112 O 2" 3 1 ., i O 04 O STOP
TRATION
I 9'
-------------- 3 - y4
1 �1
_ r
I I STEPS AND VENT I •t� •'+' !t' ~ O y:
III INSTALLED ON STRAIGHT
I 3" II I I , X11,,.111 WALL OF M.H.
+ .: O O
i c 4- �.:. `t. -4 O 0
14 L
im
71 6'v HOLES BRACKET FABRICATED N • • ` i I .. I
DRILLED AS SHOWN FROM II STEEL PLATE : i •: s `` ,� +:� 6- S )• •j 10' ��T ia'
r..♦/w-..�••. .!' is �• ') si.
PIPE BRACKET C ' ! •,.... 4- ) ,: ': ;. J , 1 12'
PIPE BRA CKET (SEE THIS MEET)- -
F.
y..
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PRECAST CONCRETE MANHOLE •::• :�.:��. .... � y�.
topu= - - - L
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WASHER PLATES 114' SECTION B -B 1. 1y2' y'
70 PLUMB VENT "
NOTESt
1/4- PLATE7 1 4 6' 1, STEPS TO BE EPDXY
A PLU B ..s, B GROUTED IN PLACE,
2, CENTERLINE OF THREAD
COLLAR, TYP TO BE LEVEL &PLUMB
NOTES W/ ALL IN MH SECTION,
LJ lu I I i SLOPE TOP OF CONCRETE °d
1. VENT SHALL BE ON CifEiC SIDE AND PONT '
BASE 2- TOWARD 7ROUGH a
DOWNSMEAM. •'
° STEPS TO BE EPDXY
Z VENT AND BRACKETS SHALL BE PAINTED PER SPECS GROUTED IN PLACE
W �.t�� I :•'' NOTES COPOLYMER
3 AVOID PLACING PIPE BRACKET AT MANHOLE ON 7S ZQ s ; 1. MANHOLES SHALL ALSO COMPLY WIN STANDARD a POLYPROPYLENE
OR STEPS. X �/� DETAILS 4 AND 7 AS APPLICLABLE, PLASTIC
•,� 1 f•, as
A 4. ANCHOR SLEEVE THREADED STUD AND NUT SHALL 0 =72' 60" 3
BE STAINLESS S7EEL OR GALVANIZED STEEL. OVER 84 72" 3 = _ • / • ~• °
SEC77O71N A -A ,
a STOP # 3 DEFORMED
5. ROTATE STRAIGHT WALL OF MANHOLE TO CiEEXSIOE. I , '.��: •y d d ° ° STEEL ROD
ACCORDING TO THE TYPE OF PRECAST MANHOLE,
WASHER SPACERS MAY BE R£OUIRED ON LOWER �••' ( Q
BRACKETS •• • ° °
3'2'
1 SANITARY SEWER MANHOLE VENT DETAIL :'I '::.• ,: ';. SECTION A -A
C5O3 NOT TO SCALE PENETRATI❑N NOT TO SCALE
CITY OF HICKORY
REVISIONS DATE:
2 DOGHOUSE MANHOLE DETAIL NO. DATE DESCRIPTION MANHOLE STEP FOR PRECAST 2-1-07
C503
NOT TO SCALE H�k CONCRETE MANHOLE SHESTD. ET INO.
OF 1
SECTION A -A 606
Pipe Capacity
Pipe Diameter (in)
12
Manning's coeff
0.013
Slope (%)
0.4
Hydraulic Radius
0.250
Velocity (fps)
2.87
Capacity full CFS
2.25
Capacity 112 full CFS
1.13
Capacity full GPD
1,455,516
Capcity 112 full GPD
727,758
a
Capacity full GPM
1,011
Capcity 112 full GPM
505
LE
AS
3
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
UNDISTI,.wL_u
STANDARD EXCAVATION
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF
E
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
UNDISTI --
DUCTILE IRON GRAVITY SEWER
III 112" MA:
6" MIN
OSP ,
6" MIN
CLASS 1
EMBEDMENT
UNDISTURBED EARTH
STANDARD EXCAVATION
PVC GRAVITY SEWER
BACKFILL MATERIAL
IIII-III III III III III III III III BACKFILL MATERIAL
COMPACTED IN 6" LIFTSIII=I I-III-III-III-III-III-III-� COMPACTED IN 6" LIFTS
-I I I III -III -III -III -III -III -III \ .\
.............
UNDISTURBED EARTH
FOUNDATION STONE FOR
UNDERCUT EXCAVATION ONLY
AS DIRECTED BY ENGINEER
UNDISTURBED EARTH
STANDARD EXCAVATION
IN WET CONDITIONS
PIPE IN WET OR UNSTABLE CONDITIONS
ALL PIPE TYPES
NOTES: (AS DIRECTED BY ENGINEER)
OVERCUT EXCAVATION
2" M
6" MIN
6" DEPTH
INCREMENTS
UNDERCUT EXCAVATION
IN UNSTABLE SOILS TYPES
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE
FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE
LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57 OR # 67 STONE OR APPROVED EQUAL.
3 TYPICAL GRAVITY SEWER TRENCHING
C503 NOT TO SCALE
STREAM TOP OF BANK
STREAM BOTTOM
-STREAM TOP OF BANK
EXTEND RESTRAINED JOINT PIPE SYSTEM
MIN. 10' PAST CONCRETE ANCHOR
EXTEND RESTRAINED JOINT PIPE SYSTEM L 12" CLASS 350 D.I. SS CONCRETE ANCHOR
MIN. 10' PAST CONCRETE ANCHOR WITH RESTRAINED JOINTS
3'X3'X2'
CONCRETE ANCHOR 4 TYP I CAL RESTRAINED JOINT DETAIL
C503 NOT TO SCALE
SEE PROFILE FOR EXTENTS OF
RESTRAINED JOINTS
3
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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6 OF 7
F
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7
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
H (MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT
i WIRE FENCE
F
E
1
5' STE
(MIN.
STEEL
POST
N
WIRE
FENCE
SECTION VIEW
FILTER
SLOPE LENGTH
FABRIC
<2%
100
BACKFILL TRENCH
2 TO 5%
AND COMPACT
7,500
THOROUGHLY
50
5,000
4" MIN
25
EXISTING
GROUND
r� UPSLOPE
(DISTUR AREA)
REA)
00
SLOPE
SLOPE LENGTH
(FT) MAX. AREA (SQFT)
<2%
100
10,000
2 TO 5%
75
7,500
5 TO 10%
50
5,000
10 TO 20%
25
2,500
>20%
15
1,500
POST
STANDARD HARDWARE RIP RAP FACED WITH #57 WASHED
STONE - 6" THK MIN.
CLOTH - EXTEND 12"
BELOW GRADE
NOTE: CARRY RIP -RAP THOUGH TO BREAK IN BERM
IG
X1,
iD TO BREAK IN BERM
N
GROUND
OPTIONAL 5' X 10' X 2' DEEP
N SEDIMENT PIT
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2 FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, SECTION 6.62.
5 TEMPORARY SILT FENCE
C504 NOT TO SCALE
r�
9 EROSION CONTROL MATTING
C504 NOT TO SCALE
--EXCAVATE 8"X12" TRENCH UPSLOPE ALONG LINE
OF POSTS EXTEND HARDWARE CLOTH INTO TRENCH,
SECTION BACKFILL TRENCH AND COMPACT SOIL
8'-0" MAX
ADDITIONAL HORIZONTAL
BRACE OPENING
ATTACH HARDWARE CLOTH TO
POST SECURELY WITH TIES
STANDARD HARDWARE
CLOTH - EXTEND 12" SILT FENCE OUTLET TO BE
BELOW GRADE LOCATED AT LOWPOINT IN
ELEVATION SILT FENCE OR AS SPECIFIED
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY
DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS
REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER.
4. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUN OF SILT.
6 TEMPORARY SILT FENCE OUTLET
C504 NOT TO SCALE
EROSION CONTROL MATTING INSTALLATION:
1. PREPARE SOIL BEFORE INSTALLING ROLLED
EROSION CONTROL PRODUCTS (RECPS),
INCLUDING ANY NECESSARY APPLICATION OF
LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY
ANCHORING THE RECPS IN A 6"(15CM) DEEP X
6"(15CM) WIDE TRENCH WITH APPROXIMATELY
12" (30CM) OF RECPS EXTENDED BEYOND THE
UP-SLOPE PORTION OF THE TRENCH. ANCHOR
THE RECPS WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30CM) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING.
APPLY SEED TO THE COMPACTED SOIL AND
FOLD THE REMAINING 12"(30CM) PORTION OF
RECPS BACK OVER THE SEED AND COMPACTED
SOIL. SECURE RECPS OVER COMPACTED
SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12"(30CM) APART
ACROSS THE WIDTH OF THE RECPS.
3. ROLL THE RECPS (A) DOWN OR (B)
HORIZONTALLY ACROSS THE SLOPE. RECPS
WILL UNROLL WITH APPROPRIATE SIDE AGAINST
THE SOIL SURFACE. ALL RECPS MUST BE
SECURELY FASTENED TO SOIL SURFACE BY
PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN
GUIDE.
4. THE EDGES OF PARALLEL RECPS MUST BE
STAPLED WITH APPROXIMATELY 2" - 5"
(5-12.5CM) OVERLAP DEPENDING ON THE
RECPS TYPE.
5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE
MUST BE END OVER END (SHINGLE STYLE) WITH
AN APPROXIMATE 3"(7.5CM) OVERLAP. STAPLE
THROUGH OVERLAPPED AREA, APPROXIMATELY
12"(30CM) APART ACROSS ENTIRE RECPS
WIDTH.
NOTE:
1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
OR STAKE LENGTHS GREATER THAN 6"(15CM) MAY
BE NECESSARY TO PROPERLY SECURE THE
RECPS.
2. ALL SLOPES WITH SLOPE GREATER THAN 3:1
THAT CONSTRUCTION ACTIVITIES HAVE
PERMANENTLY OR TEMPORARILY CEASED SHALL
BE STABILIZED WITH NA GREEN SC 150 EROSION
CONTROL MATTING OR APPROVED EQUAL.
3. REFERENCE NCDENR EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL,
SECTION 6.17.
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EDGES SHALL BE TAPERED OUT
TOWARDS ROAD TO PREVENT
TRACKING OF MUD ON THE EDGES
8. CONSTRUCTION ENTRANCES SHOULD BE REMOVED AFTER THE SITE
HAS REACHED FINAL STABILIZATION. PERMANENT VEGETATION SHOULD
REPLACE AREAS FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN
REMOVED, UNLESS AREA WILL BE CONVERTED TO AN IMPERVIOUS
SURFACE TO SERVE POST -CONSTRUCTION.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
FLOW
CAPACITY OF PIPE CULVERT
MUST EQUAL BANKFULL FLOW
5
STREAM
CHANNEL
NCDOT #5 OR #57
WASHED STONE
EROSION STONE
1/2 DIAMETER OF PIPE OR 12"
WHICHEVER IS GREATER
(_,_o TEMPORARY STREAM CROSSING
0504 NOT TO SCALE
NCDOT #5 OR #57
WASHED STONE
FILTER CLOTH
TEM PORAR)
DAM
48" X 76" F
ELLIPTICAL CULVE
ROCK FIL
EXI
S1
FILT[
LIVE STAKES 3 FEET IN LENGTF
MIN 1 INCH IN DIAMETEF
SPACED 2 TO 3 FEET II`
TRIANGULAR SPACINC
BIODEGRADABLE EROSION
CONTROL FABRIC TO PROVIDE
PROTECTION FOR 2 TO 3 YEARS
WOOD STAKES SHOULD BE
UTILIZED TO ANCHOR FABRIC.
PERMANENT SEEDING TO BE
SPREAD BENEATH
BIODEGRADABLE FABRICS
\--COMPACTED SOIL FILL
MATERIAL SUITABLE FOR
PLANT GROWTH
EXISTING STREAM BANK
NOTES:
1. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR
PLASTIC TWINE SHALL NOT BE USED ALONG STREAM BANKS OR WITHIN
WETLANDS.
2. TOPSOIL EXCAVATED FROM UTILITY TRENCHES WILL BE PILED SEPARATELY
FROM SUBSOILS AND WILL BE BACKFILLED INTO THE TRENCH ONLY AFTER
THE SUBSOILS HAVE BEEN PLACED AND COMPACTED.
3. TAMP THE LIVE STAKES INTO THE GROUND AT RIGHT ANGLES TO THE
SLOPE AND DIVERTED DOWNSTREAM. THE INSTALLATION MAY BE STARTED
AT ANY POINT ON THE SLOPE FACE.
4. FOUR-FIFTHS OF THE LENGTH OF THE LIVE STAKE SHOULD BE INSTALLED
INTO THE GROUND, AND SOIL SHOULD BE FIRMLY PACKED AROUND IT
AFTER INSTALLATION.
s STREAM BANK STABILIZATION
C504 NOT TO SCALE
INTAKE PIPE
DISCHARGE
PIPE
JMP
NOTES:
1. TEMPORARY DAM SHALL CONSIST OF SANDBAGS OR OTHER NON-EROSIVE
MATERIAL. EARTH FILL IS NOT PERMITTED.
2. ROCK FILTER MAY BE REPLACED WITH IMPERVIOUS COFFERDAM TO PREVENT
BACKFLOW INTO THE WORK AREA.
3. PUMP INTAKE SHALL BE MAINTAINED A SUFFICIENT DISTANCE FROM THE BOTTOM
OF THE STREAM TO PREVENT SEDIMENT FROM ENTERING THE SYSTEM. DO NOT
EXCAVATE A SUMP AREA WITHIN THE STREAM CHANNEL FOR THE PUMP INTAKE.
INSPECTION AND MAINTENANCE:
• INSPECT EVERY 7 CALENDAR DAYS AND WITHIN 24 -HOURS AFTER EACH RAINFALL
EVENT THAT PRODUCES 1/2 INCHES OR MORE OF PRECIPITATION.
• INSPECT FOR SEDIMENT AND DEBRIS ACCUMULATION.
• INSPECT ROCK FILTER EDGES FOR EROSION AND REPAIR PROMPTLY AS REQUIRED.
• INSPECT TEMPORARY DAM FOR DAMAGE AFTER RAINFALL EVENT THAT PRODUCES
1/2 INCHES OR MORE OF PRECIPITATION AND REPAIR PROMPTLY AS REQUIRED.
• REMOVE SEDIMENT WHEN IT REACHES 1/3 THE ORIGINAL HEIGHT.
11 COFFER DAM AND PUMP BYPASS
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NOTES: INSPECTION & MAINTENANCE:
1.
STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED 1.
THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES IS WEEKLY
W
AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS A
INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT
M
CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY
REMOVAL.
IMPERVIOUS SURFACES, SUCH AS PARKING LOTS.
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2.
REGULAR INSPECTIONS OF CONSTRUCTION ENTRANCES SHALL BE
2.
INSTALL A NON -WOVEN GEOTEXTILE FABRIC PRIOR TO
CONDUCTED ONCE EVERY CALENDAR WEEK AND, AS RECOMMENDED,
PLACING ANY STONE.
WITHIN 24 -HOURS AFTER EACH RAINFALL EVEN THAT PRODUCES
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1/2 -INCH OR MORE OF PRECIPITATION.
3.
INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN
�.
NEEDED TO PROVIDE POSITIVE DRAINAGE. 3.
DURING REGULAR INSPECTIONS, CHECK FOR MUD AND SEDIMENT
1
1 1
BUILDUP AND PAD INTEGRITY. INSPECTION FREQUENCIES MAY NEED
4.
THE ENTRANCE SHALL CONSIST OF 2 -INCH TO 3 -INCH D50
TO BE MORE FREQUENT DURING LONG PERIODS OF WET WEATHER.
STONE PLACED AT A MINIMUM DEPTH OF 6 -INCHES.
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4.
RESHAPE THE STONE PAD AS NECESSARY FOR DRAINAGE AND
5.
MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE
RUNOFF CONTROL.
12 -FEET WIDE BY 50 -FEET LONG, AND MAY BE MODIFIED
AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. 5.
WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY SITE
INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR
6.
THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT
REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE THE AMOUNT
.
TOWARDS THE ROAD TO PREVENT TRACKING AT THE EDGE
OF MUD BEING CARRIED OFF-SITE BY VEHICLES. FREQUENT WASHING
OF THE ENTRANCE.
WILL EXTEND THE USEFUL LIFE OF STONE PAD.
7.
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE 6.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED
P_
STONE PAD TO A SEDIMENT TRAP OR BASIN OR OTHER
ONTO ADJACENT IMPERVIOUS SURFACES BY BRUSHING OR SWEEPING.
SEDIMENT TRAPPING STRUCTURE.
FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE
%_O
DISCHARGED TO A SEDIMENT TRAP OR BASIN.
8.
LIMESTONE MAY NOT BE USED FOR THE STONE PAD.
M
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7.
DURING MAINTENANCE ACTIVITIES, ANY BROKEN PAVEMENT SHOULD
9.
REFERENCE NCDENR EROSION AND SEDIMENT CONTROL
BE REPAIRED IMMEDIATELY.
W
PLANNING AND DESIGN MANUAL, SECTION 6.06.
8. CONSTRUCTION ENTRANCES SHOULD BE REMOVED AFTER THE SITE
HAS REACHED FINAL STABILIZATION. PERMANENT VEGETATION SHOULD
REPLACE AREAS FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN
REMOVED, UNLESS AREA WILL BE CONVERTED TO AN IMPERVIOUS
SURFACE TO SERVE POST -CONSTRUCTION.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
FLOW
CAPACITY OF PIPE CULVERT
MUST EQUAL BANKFULL FLOW
5
STREAM
CHANNEL
NCDOT #5 OR #57
WASHED STONE
EROSION STONE
1/2 DIAMETER OF PIPE OR 12"
WHICHEVER IS GREATER
(_,_o TEMPORARY STREAM CROSSING
0504 NOT TO SCALE
NCDOT #5 OR #57
WASHED STONE
FILTER CLOTH
TEM PORAR)
DAM
48" X 76" F
ELLIPTICAL CULVE
ROCK FIL
EXI
S1
FILT[
LIVE STAKES 3 FEET IN LENGTF
MIN 1 INCH IN DIAMETEF
SPACED 2 TO 3 FEET II`
TRIANGULAR SPACINC
BIODEGRADABLE EROSION
CONTROL FABRIC TO PROVIDE
PROTECTION FOR 2 TO 3 YEARS
WOOD STAKES SHOULD BE
UTILIZED TO ANCHOR FABRIC.
PERMANENT SEEDING TO BE
SPREAD BENEATH
BIODEGRADABLE FABRICS
\--COMPACTED SOIL FILL
MATERIAL SUITABLE FOR
PLANT GROWTH
EXISTING STREAM BANK
NOTES:
1. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR
PLASTIC TWINE SHALL NOT BE USED ALONG STREAM BANKS OR WITHIN
WETLANDS.
2. TOPSOIL EXCAVATED FROM UTILITY TRENCHES WILL BE PILED SEPARATELY
FROM SUBSOILS AND WILL BE BACKFILLED INTO THE TRENCH ONLY AFTER
THE SUBSOILS HAVE BEEN PLACED AND COMPACTED.
3. TAMP THE LIVE STAKES INTO THE GROUND AT RIGHT ANGLES TO THE
SLOPE AND DIVERTED DOWNSTREAM. THE INSTALLATION MAY BE STARTED
AT ANY POINT ON THE SLOPE FACE.
4. FOUR-FIFTHS OF THE LENGTH OF THE LIVE STAKE SHOULD BE INSTALLED
INTO THE GROUND, AND SOIL SHOULD BE FIRMLY PACKED AROUND IT
AFTER INSTALLATION.
s STREAM BANK STABILIZATION
C504 NOT TO SCALE
INTAKE PIPE
DISCHARGE
PIPE
JMP
NOTES:
1. TEMPORARY DAM SHALL CONSIST OF SANDBAGS OR OTHER NON-EROSIVE
MATERIAL. EARTH FILL IS NOT PERMITTED.
2. ROCK FILTER MAY BE REPLACED WITH IMPERVIOUS COFFERDAM TO PREVENT
BACKFLOW INTO THE WORK AREA.
3. PUMP INTAKE SHALL BE MAINTAINED A SUFFICIENT DISTANCE FROM THE BOTTOM
OF THE STREAM TO PREVENT SEDIMENT FROM ENTERING THE SYSTEM. DO NOT
EXCAVATE A SUMP AREA WITHIN THE STREAM CHANNEL FOR THE PUMP INTAKE.
INSPECTION AND MAINTENANCE:
• INSPECT EVERY 7 CALENDAR DAYS AND WITHIN 24 -HOURS AFTER EACH RAINFALL
EVENT THAT PRODUCES 1/2 INCHES OR MORE OF PRECIPITATION.
• INSPECT FOR SEDIMENT AND DEBRIS ACCUMULATION.
• INSPECT ROCK FILTER EDGES FOR EROSION AND REPAIR PROMPTLY AS REQUIRED.
• INSPECT TEMPORARY DAM FOR DAMAGE AFTER RAINFALL EVENT THAT PRODUCES
1/2 INCHES OR MORE OF PRECIPITATION AND REPAIR PROMPTLY AS REQUIRED.
• REMOVE SEDIMENT WHEN IT REACHES 1/3 THE ORIGINAL HEIGHT.
11 COFFER DAM AND PUMP BYPASS
C504 NOT TO SCALE
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