Springside Draft Plans

Vicinity Map - Not To Scale
Project Location - Not To Scale
REV
REVISIONS
BY
DATE
ISSUE DATE:
FEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
SO
SEAL
a�
22755
_nt
Qua N
PREPARED BY:
VILLAGE OF CLEMMONS
SPRINGSIDE CULVERT REPLACEMENT
LEGEND
EXISTING IRON PIN
• EIP
TELEPHONE PEDESTAL
❑T
GUY WIRE ANCHOR
E--
UTILITY POLE
0
SEWER CLEAN OUT
SEWER MANHOLE
0
DROP \ YARD INLET
0
FIRE HYDRANT
'C�
WATER METER
❑ W/M
MAIL BOX
TREE
G
COMBINED GRID FACTOR
CGF
CORRUGATED METAL PIPE
CMP
CORRUGATED PLASTIC PIPE
CPP
DEED BOOK
DB
DUCTILE IRON PIPE
DIP
PARCEL IDENTIFICATION NO.
P.I.N.
PLAT BOOK
PB
REINFORCED CONCRETE PIPE
RCP
RIGHT—OF—WAY
R/W
SIGHT EASEMENT
SE
TEMPORARY BENCHMARK
TBM
BOUNDARY LINE
——
RIGHT—OF—WAY LINE
—
— —
R-7Z-W-- — —
UNSURVEYED PROPERTY LINE
—
— —
— — — —
EASEMENT
---
---
SANITARY SEWER LINE
ss ss
ss
WATER LINE
w
W
FENCE LINE
x x
x
EDGE OF GRAVEL
—
—EG— —
— —
EDGE OF PAVEMENT
EP
OVERHEAD UTILITY
OHU OHU
TEMP CONSTRUCTION EASEMENT
TICE
TCE
LIMITS OF DISTURBANCE
LOD
UNDERGROUND GAS LINE
GAS
GAS
UNDERGROUND COMMUNICATION
LINE
CoM
CoM
UNDERGROUND ELECTRIC LINE
UE UE
UE
TEMP SILT FENCE
TEMP CONSTRUCTION FENCE
REINFORCED CONCRETE PIPE
RCP
CORRUGATED METAL PIPE
CMP
DUCTILE IRON PIPE
DIP
CONCRETE
RIP RAP
ASPHALT
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
*#OR
VILLAGE OF
CLEMMONS
NORTH CAROLINA
VOC #20.04
FEBRUARY 2021
FINAL DRAWING - NOT
RELEASED
FOR CONSTRUCTION
SHEETINDEX
SHEET
DESCRIPTION
1.0
PROJECT LOCATION, SHEET INDEX, & LEGEND
1.1
NOTES
2.0
EXISTING CONDITIONS
3.0-3.1
EROSION & SEDIMENT CONTROL PLAN
4.0
DEMOLITION PLAN
5.0
PLAN & PROFILE
6.0
GRADING PLAN - PAVEMENT REPAIR
7.0
RISER DETAILS
8.0
DETAILS
CONTACT PHONE NUMBERS:
CLEMMONS STORMWATER ENGINEER
336-766-9170
CITY/COUNTY UTILITIES (WATER/SEWER)
336-727-8000
PIEDMONT NATURAL GAS
800-752-7504
CHARTER CABLE
833-789-0305
DUKE ENERGY
800-777-9898
AT&T
800-288-2020
DEFINITION OF TERMS:
VILLAGE — THE VILLAGE OF CLEMMONS, NC
Springside Culvert Replacement
w what's below.
Call befom you
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949 OR 811
PROJECT LOCATION & SHEET INDEX
SHEET NO.
Igo

GENERAL NOTES:
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MOST RECENT VERSION OF NCDOT 2018 SPECIFICATIONS AND SPECIAL PROVISIONS, AND IN
ACCORDANCE WITH APPROVED PLANS BY THE ENGINEER. WHERE CONFLICTS ARISE, THE FINAL AUTHORITY SHALL BE THE VILLAGE.
2. ALL COORDINATES ARE BASED ON NAD 83(2011) AND ALL ELEVATIONS ARE BASED ON NAVD 88.
3. CONSTRUCTION AND/OR DEMOLITION ACTIVITY, INCLUDING LOADING AND UNLOADING OF MATERIAL, IS PROHIBITED BEFORE 7 AM AND AFTER 7 PM
MONDAY THROUGH FRIDAY. NO WORK IS PERMITTED ON WEEKENDS OR HOLIDAYS UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY.
4. ALL CONTRACTORS SHALL BE PROPERLY LICENSED UNDER NC STATE LAWS GOVERNING THEIR TRADE.
5. CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH ACTUAL CONDITIONS, AND SHALL VERIFY EXISTING CONDITIONS IN THE FIELD.
6. CONTRACTOR HEREBY WARRANTS HIS WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE VILLAGE AGAINST ANY DEFECTS DUE
TO FAULTY MATERIALS OR WORKMANSHIP.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PUBLIC SAFETY ON THE SITE DURING THE PERIOD OF CONSTRUCTION, INCLUDING WEEKENDS AND
HOLIDAYS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, ALL OF THE VILLAGE FACILITIES, AND
WINSTON-SALEM/FORSYTH COUNTY UTILITIES. SHOULD DAMAGES OCCUR, THE CONTRACTOR SHALL AT HIS OWN EXPENSE REPAIR IMMEDIATELY TO THE
SATISFACTION OF THE VILLAGE AND THE ENGINEER.
9. CONTRACTOR SHALL HOLD HARMLESS THE VILLAGE AND THE ENGINEER FOR DAMAGES, INJURIES, OR OTHER ACCIDENTS WHICH OCCUR DURING THESE
CONSTRUCTION ACTIVITIES.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE CONSTRUCTION SITE, INCLUDING BUT NOT LIMITED TO: HIS EQUIPMENT, COMPLETED WORK,
STAGED MATERIALS, AND SITE ACCESS BY AUTHORIZED AND UNAUTHORIZED PERSONS.
11. CONTRACTOR SHALL NOT LEAVE ANY EXCAVATION OPEN OR UNPROTECTED DURING NON -WORKING HOURS. THE CONTRACTOR SHALL UTILIZE FENCES, SIGNS,
BARRICADES, AND APPROPRIATE MEANS AS NECESSARY TO ENSURE THE SAFETY OF BOTH AUTHORIZED AND UN -AUTHORIZED PERSONS WHO ENTER THE SITE.
12. CONTRACTOR SHALL ENSURE THAT ALL TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE PROJECT SITE.
14. CONTRACTOR SHALL ENSURE THAT ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT OSHA SAFETY REGULATIONS. CONTRACTOR SHALL PROVIDE
SAFETY TRAINING CERTIFICATION DOCUMENTATION IF REQUESTED BY THE VILLAGE.
15. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER, THE VILLAGE, AND ADJACENT PROPERTY OWNERS AS REQUIRED FOR WORK ON PRIVATE PROPERTY.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS SHOWN ON PLANS AND SHALL VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF
DIFFERENCES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT MODIFICATIONS CAN BE MADE.
17. CONTRACTOR SHALL MAINTAIN A SET OF ANNOTATED DRAWINGS SHOWING ANY FIELD CHANGES TO THE PROJECT. THE CONTRACTOR IS NOT AUTHORIZED TO
MAKE FIELD CHANGES WITHOUT THE APPROVAL OF THE ENGINEER.
18. UTILITIES WERE LOCATED BASED ON FIELD MARKINGS PROVIDED BY 811 ONE -CALL. NO SUB -SURFACE LOCATIONS HAVE BEEN PERFORMED. ALL SUB -SURFACE
UTILITY LOCATIONS ARE APPROXIMATE.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFYING APPROPRIATE UTILITY PROVIDER OF
ANY CONFLICTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO PROTECT ANY KNOWN AND UNKNOWN
UNDERGROUND FEATURES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY IF UTILITY INFORMATION IS DISCOVERED THAT
WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN.
20. WITHIN THE WORK AREA, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND ELEVATION ADJUSTMENTS OF ANY EXISTING VAULTS (REGARDLESS OF
FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES, ETC. TO MATCH FINISHED GRADES AND SITE PLAN. ALL SUCH WORK SHALL BE
COORDINATED WITH THE ENGINEER PRIOR TO PERFORMING ADJUSTMENTS.
21. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE PROJECT FROM EFFECTS OF FLOOD AND STORM EVENTS, INCLUDING BUT NOT LIMITED TO
WORK IN PROGRESS, COMPLETED WORK, EQUIPMENT, MATERIALS, UTILITIES, WITHIN THE PROJECT AREA OR AFFECTED BY THE PROJECTOR DAMAGED AS A
RESULT OF THE PROJECT.
22. TRAFFIC CONTROL DEVICES, SIGNS, LANE CLOSURES, ETC. SHALL BE INSTALLED IN ACCORDANCE WITH NCDOT STANDARDS.
23. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC CONTROL MEASURES (SIGNS, BARRICADES, ETC.) FOR
WORK SITES AS REQUIRED. THE LOCATION AND POSITIONING OF THESE TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE PLANS AND
APPROVED IN FIELD BY THE ENGINEER BEFORE CONSTRUCTION BEGINS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A MINIMUM OF ONE-WAY TRAFFIC
LANE WITH APPROPRIATE TRAFFIC CONTROL DEVICES AND STAFF TO SAFELY DIRECT TRAFFIC THROUGH THE CONSTRUCTION ZONE AT ALL TIMES.
24. THE CONTRACTOR IS RESPONSIBLE FOR FINAL CLEANUP WHICH SHALL CONSIST OF REMOVING ALL TRASH AND MATERIALS INCIDENTAL TO THE PROJECT AND
MOVING THEM OFFSITE.
25. THE GEOTECHNICAL REPORT IS PROVIDED IN THE TECHNICAL SPECIFICATIONS.
26. THE TEMPORARY EASEMENT DOCUMENTS SHOWING BOUNDARY BEARINGS AND DISTANCES WILL BE PROVIDED TO THE CONTRACTOR.
REV
REVISIONS
BY
DATE
ISSUE DATE:
FEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
� 'ssia r gOy` y
SEAL
22753
-. r .. • �..
rrrrr.�" �. �
PREPARED BY:
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
^#OR
VILLAGE'
CLEMMONS
NORTH CAROLINA
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO REMOVE THE POND IN THE NORTHWEST CORNER OF THE
INTERSECTION OF SPRINGSIDE DRIVE AND EDGEWATER DRIVE, BY PROVIDING A NEW DRAINAGE
CHANNEL FROM THE UPPER REACHES OF THE POND TO A NEW PAIR OF JACK AND BORED 48" STEEL
DRAINAGE PIPES UNDER SPRINGSIDE DRIVE. THE NEW 48" PIPES WILL BE SET AT A DEPTH BELOW THE
ROAD TO ELIMINATE ANY PONDING WITH THE CURRENT POND AREA.
EXISTING CONDITIONS
THERE IS AN EXISTING RISER STRUCTURE AND CONTROL VALVE WITHIN THE POND IMPOUNDMENT
AREA AND AN EXISTING PIPE FROM THE RISER STRUCTURE UNDER SPRINGSIDE DRIVE TO A DISCHARGE
POINT EAST OF THE SPRINGSIDE DRIVE IN THE CREEK. THE DISCHARGE PIPE, RISER AND CONTROL VALVE
ARE NO LONGER FUNCTIONAL.
THERE ARE FOUR EXISTING CMP PIPES UNDER SPRINGSIDE DRIVE THAT CONVEY HIGHER RUNOFF FLOWS
THAT EXCEED THE CAPACITY OF THE RISER. ASPHALT PAVING, GROUTED RIP RAP, AND BROKEN
CONCRETE ARE LOCATED ALONG THE EXISTING ROADWAY FOR REDUCING EROSION FROM EXCESS
RUNOFF THAT OVERTOPS THE EXISTING ROAD.
AN EXISTING SANITARY SEWER IS LOCATED WITHIN THE RIGHT OF WAY AND IS APPROXIMATELY 6.5
FEET DEEP FROM THE ASPHALT SURFACE. THIS PROJECT IS REQUIRED TO MAINTAIN THE EXISTING
SEWER LINE THROUGH ALL PHASES OF CONSTRUCTION.
SUGGESTED PROJECT SEQUENCE
1) PRIOR TO DRAINING THE POND, INSTALL COFFERDAM ON POND SIDE OF SPRINGSIDE DRIVE TO
MAINTAIN POND LEVELS. EXCAVATE AREA WITHIN THE COFFERDAM FOR RECEIVING THE 48"
STEEL PIPES AND TO PROVIDE ROOM FOR INSTALLATION OF THE PRECAST CONCRETE RISERS.
INSTALL JACK AND BORE TRENCHES. JACK AND BORE TWIN 48" STEEL PIPES UNDER THE EXISTING
SANITARY SEWER TO THE REQUIRED LENGTH AT THE END OF THE RUN. CONFIRM BY SURVEY THE
STATION, ELEVATION, LENGTH, AND SLOPES OF THE TWIN 48" PIPES.
2) INSTALL JUNCTION BOXES, 48" RCP PIPES, TWIN 48" ENDWALL, OUTLET CHANNEL, AND RIP RAP
APRON DOWNSTREAM OF THE STEEL PIPES TO COMPLETE THE STORM SEWER CONVEYANCE
SYSTEM FROM SPRINGSIDE DRIVE TO THE EXISTING RECEIVING CREEK.
3) PREPARE SUBGRADE AND INSTALL RISER STRUCTURES AT EACH END OF THE 48" STEEL PIPES.
4) BEGIN DRAINING THE POND AT A MAXIMUM RATE OF 6" PER DAY BY PUMPING, SIPHONS, OR
REMOVING PORTIONS OF THE COFFERDAM IN 6" INCREMENTS UNTIL FLOW HAS STABILIZED AT
EACH INCREMENT. ONCE POND IS DRAINED, GRADE IN LOW FLOW CHANNEL TO THE
DIMENSIONS AND SLOPES SHOWN ON THE GRADING PLAN. CONTRACTOR RESPONSIBLE FOR
HAULING ALL EARTHWORK MATERIAL FROM THE PROJECT.
5) REMOVE PORTIONS OF THE CONTROL VALVE, RISER STRUCTURE AND GROUT THE RISER
STRUCTURE PER THE NOTES. REMOVE COFFERDAM, INSTALL EROSION AND SEDIMENT CONTROL
DEVICES WITHIN THE CHANNEL, SEED AND MULCH ALL DISTURBED AREAS.
6) SAW CUT EXISTING SPRINGSIDE DRIVE, REMOVE ASPHALT, REMOVE AND DISPOSE EXISTING CMP
PIPES. INSTALL AND COMPACT SELECT BACKFILL MATERIAL TO THE SUBBASE ELEVATION OF THE
PROPOSED ASPHALT SECTION WITHIN SPRINGSIDE DRIVE.
7) GRADE SLOPES ON DOWNSLOPE SIDE OF SPRINGSIDE DRIVE. INSTALL NEW REFLECTIVE
SHOULDER MARKERS. SEED AND MULCH.
FINAL DRAWING - NOT
RELEASED
FOR CONSTRUCTION
Springside Culvert Replacement
NOTES
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949 OR 811
SHEET NO.
lei

PARCEL ID PIN � � � \ \�ES
5893-45-0413.000
\ 4"Ill 8'I IP 4°DIP \ 1 BARTON, STEVE R
1 \\ \ \ I 0 �\ BARTON, ELLEN R
\ � P01\1D
1. THIS EXISTING CONDITIONS MAP IS FROM A
SURVEY BY MLA.
l\
�\ ' ss � 2. ADDITIONAL PLANIMETRIC DATA FROM FORSYTH
Ri \ l \ \ \ \ \ \ \! In in 748 1' (N) \ \ COUNTY GIS, LIDAR TOPOGRAPHY FROM NC
% In ill 7 7 36' (W \ _
y f — ONEMAP, AND OTHER SOURCES WAS ADDED TO
InJ it� 746.71' (N) z _
I t�t744.21 (s) \ — — — — THE EXISTING MAP FOR CLARIFICATION OF
o EXISTING CONDITIONS AND NOT PART OF THE
PARCEL ID PIN � � \ � � � � � o A �
SURVEY.
V5893-35-7356.000
\ RHODES, JAMES E
FRYE, LESLIE GwM
IwI�
\ \ \ \ �V i �� \ _ A t— - PARCEL ID PIN
OF SURVEY `, �� ; A_ — -
\ I �EXISTING -EP 5893-45-0313.000
H
_ - CREWS, MARVIN G
\ I Pond \ 00
O
EXISTING 15" � ---, --
PIPE (APPROX.)
\ \ \ \ WM o —
\ \\ 1 1 \ \ \ 744-
i
EXISTING POND
\\ \ \\\ \ \ VU \ \ / OUTLET RISER PIPE
EXISTING POND
OUTLET CONTROL 10
VALVE li
,PARCEL ID PIN
\ 5893 35-4252.000 \ \ \ \ \ \ \ ( I \ \
HOLCOMBE, ROBERT ,S \ \\\\ \ \ I
\ \
Control ve ; I �I \ \ / (APPROX.) - \ 74o-� _ \
l
EXISTING DEBRIS °� st le
I / y
\ \ \ \ V� / -(4�—REFLECTIVE- EDGE OF
FENCE :I _ L_Ay �\ / SHOULDER MARKERS
I I I ,�� I �� � _ -- PARCEL I D PIN-
\ ebris fence ! -EXISTING 18" CMP 5893-45-0212.000
I OUTLET PIPES CREWS MARVIN G f —�
\ \ \\ \ EXISTING W.S. 745.7. 8P \ ��� —
\ 1 1 \ \ \ \ \ \ \ \ \ \ 745.8 ! 18bCMP I —E TING ASPHALT 1 1
\ \ V \ V LEVEL 746.4 FT ' \
APPROX.I �\ �— — REPAIR,AREA
745.
\ �V (LJB OCT 2020) \ 745. I18i — —'-.._.._.._.._.._.._ � - -- \
\� 9 I \M P
PARCN�4
Pond ---893��0
\
\ \ 13 TES, J� E MYRI'CK' \ � \
\�R�IG�T, ATHERINE GOLDIE ��
EXISTING >> DIP 00
I o / V\ eel\\
1 \ v ING SAN SEW I� ! I� �� RIP RAP CONCRET y `
i ��� T D LOOSE
S E
N D )
\ \ \ \60- I I \ \\ \ \
TS
EXISTING EP
PARCEL ID PIN
\ \ \\ l 5893-35-5053.000,E
KLAUM, MARY A_NN
�
\\Q\� \ \ �\ EXIST STREET \�
\ \ SIGN
\ \ ,InFhv-out 7A4 4Q6(N) J /
A \ V\ EX 0 --- __---------
/H UTILITY WIRES
FINAL DRAWING - NO f /
_ � � PARCEL ID PIN \ V \
�--� � 5893-35-7013.000
RELEASED \ / L� \\ WAYNE VICKIE WILSON \\ \
\FOR CONSTRUCTION
1
0
\V A VA \ V Vo
\EXIST
\ \ \\\M IL \X Z
REV
REVISIONS
BY
DATE
ISSUE DATE:
FEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
�di�F+GSSIQ
a� SEAL wr�
22755
ems. fiN �Qa vim:'
G���..•�ti7
Qua
lnttttN+++
PREPARED BY:
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
*#OR
VILLAGE OF
CLEMMONS
NORTH CAROLINA
I I
Ii
Asph It drive
Uj
- EXISTING O/H UTILITY
Asphalt driv WIRES
N: 835,236.24'
E: 1,593,909.86
_ - EXISTING RISER —
OUTLET-_P_IPE
N: 835,170.38EXISTING 0/ T I
� E: 1,593,912.83' �
746.77 WIRES
EXISTING 6"
WATER MAIN \ %i \ EXISTING ' HOUSE,
/ \ I CARPORT, I ACCESSORY 1\ - _ �� f
j EXISTING W%M —I \ BUILDING \� \
j-
L --
PARCEL ID PIN
—0111.000
BROOKS RENE' DAVIS
—- v — 0/
( ( ` PARCEL ID PIN
t 1 1 5893-45-0011.000 I ,
— P R O B ST, LI N DA J `moo 10' '� 2� ' 40'
\ J -\� I —
SCALE: 1 "= 20'
Springside Culvert Replacement
EXISTING CONDITIONS
SHEET NO.
290

i
J
i
I I I
I I �
I '
I - �
F I NAL D
RELE
1 \ FOR CONSTRUC \
I;\
/ 8 j PARCEL ID PIN
\\rD 5893-45-0413.000
♦
8
4' DIP \
\\ BARTON, STEVE R
\ \ \ \\ ( ♦ \ \
POND
Rim 2.21' 1._
ivl
7A�.Ol(NNi36
In i()
-1
-z
PARCEL ID PIN-
\ 5893-35-7356.000 \
, DAMES E FRYE, Lo I '
FRYEESLIE G
wM
1 \ CONTRACTOR STAGING x � i� \
AREA \ �� �, ,� \ � I _ -�-
\
1 PARCEL -Y6�PIN�\ Has 5893-45-0313.000
CREWS, MARVIN G
S Pond - 57
Asphalt drive
1V �� POND DRAWD -N
\ \ Pal 1 M P IPA -
A
\ \ \ 5C L PIN 0
\\ L�B� ROR\ S \�1 \ \ \ I--� -
-74'
Control Valve
Se
t ue
\ \ \ \ \ \ \ INSTALL COFFERDAM i ------
FOR BORE/JACK OPERATION I �- PARCEL IDPIN--
Debris fence I �� 5893-45-0212.000
745. k \ CREWS, MARVIN G,-
7455
INSTALL BOR7JACK- BORE PIT
745. ..._ A P ACCESS ROAD
CONSTRUCTION 745_ r 4 0 ".
ENTRANCE \ P `
I PARC\\ EL I PIN Pond---5
\\ \ �� \\
\ ' l 5893-3 �4.q�o \\ \ \ \ �I �_ �� T BAG -
\ BATES,'. J�MES MYRICK- \ \ \\ \` i 1\ UMP \
\ WRIGHT, CATHERINE GO.LDI I oil o
00
SILT BAG PAD
R PUMP OUT a
SCALE. 1 - 30
BORE PIT
00,
EROSION & SEDIMENT CONTROL SEQUENCE PHASE 1: BORE PR
\\ Q\\\ •� �� \ ^ EQUIPMENT PAD
1. CONTRACTOR TO INSTALL PERIMETER SILT FENCE AS SHOWN ON PLAN.
\\ z
2. DEMOLISH AND REMOVE HOUSE, CARPORT, AND ACCESSORY BUILDING.
Hau OF \
I , \ \
- -- - e LI�ITS
3. INSTALL POND DRAWDOWN PUMP. DIRECT DISCHARGE HOSE THROUGH NORTHERN 18" CMP PIPE. \ \ \ \ \\ \ J DIS RBANCE \ -
PARCEL ID Pl \ \� ��V ( i \ I I I 0.129AC \
SECURE DISCHARGE LINE AT TOE OF DOWNSTREAM SLOPE. INSTALL RIP RAP AT EXIT DISCHARGE POINT. 5893-35-5oc \ \\ \\ _ I
KLAUM, M A N \�"LIMITS F a I \�45 LF
4. BEGIN POND PUMP DOWN. NOT TO EXCEED 6' PER DAY. �\�� ���I T-�ORBANCE �. I SILT FENCE
5. INSTALL COFFERDAM OR SLIDE RAIL SYSTEM, BORE PIT AND ACCESS ROADS WITH CONSTRUCTION ~ \ \ o \ \\\\ "�\ \ °t 6 �s�' /
\\
ENTRANCES.
PARCEL ID PIN
6. AFTER DEMOLITION OF EXISTING HOUSE, INSTALL BORE PIT PUMP, DISCHARGE LINE AND SILT BAGS. 5893-45-01 11.000 \
l/
\ \ \ \ BROOKS RENE' DAVIS
7. BORE AND JACK TWIN 48" STEEL PIPES CAN THEN PROCEED. CHANGE OUT SILT BAGS WHEN CAPACITY \\\PARCEL ID PIN \\ \ .' -
71
5893-35-7013.000 \\
IS REACHED AND PROPERLY DISPOSE OF SEDIMENTS. INSTALL NEW SILT BAGS. \ \ \ \\ WAYNE VICKIE WIL 0
\/ /\ PARCEL ID PIN
8. AFTER COMPLETION OF PIPE INSTALLATION, INSTALL RISER BOXES AT UPSTREAM END OF PIPES. < v `\ \ \\ \, PR 5893-45-0011.000
\ \ S R \ \ PROBST LINDA J
\ \ \ \\ T \ a \ \ \ -
\� \-77
1
CONSTRUCTION
\\\ \\ \ \ \ < \ \ ENT N,CE
REV
REVISIONS
BY
DATE
'ISSUE DATE:
FEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
NA F+FSSIQZI
aV SEAL �r�
22753 '
ems. fiN �Qa vim:'
PREPARED BY:
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
^#OR
VILLAGE OF
CLEMMONS
NORTH CAROLINA
EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AND DEVICES ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY AND APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES, AND PREVENT STANDING WATER
WITHIN PROJECT LIMITS.
2. PERMITS HAVE BEEN OBTAINED FROM NCDEQ AND THE US ARMY CORPS OF ENGINEERS FOR THIS PROJECT. CONTRACTOR SHALL COMPLY WITH ALL PERMIT
CONDITIONS.
3. CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION CONTROL DEVICES WITHIN THE PROJECT AREA AS INDICATED ON THE PLANS PRIOR TO COMMENCING
EARTHWORK. IF ADDITIONAL STAGING/STOCKPILE AREA IS REQUIRED, THE AREA MUST BE APPROVED BY THE VILLAGE AND SILT FENCE MUST BE INSTALLED BEFORE
USE.
4. CONTRACTOR SHALL ENSURE THAT DRAINAGE IS DIRECTED INTO TEMPORARY SEDIMENT DEVICES THROUGHOUT THE CONSTRUCTION PERIOD.
5. AS EACH PORTION OF CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL INSTALL PERMANENT STABILIZATION. AT END OF PROJECT, WHEN AUTHORIZED BY THE
ENGINEER, CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INSTALL PERMANENT STABILIZATION, AND RESTORE THE SITE AS SHOWN
ON PLANS, OR AS CLOSELY AS POSSIBLE TO ORIGINAL CONDITIONS.
6. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION FOR ALL DISTURBED AREAS BASED ON TIMEFRAMES SHOWN ON STABILIZATION TIMEFRAME CHART WITHIN THE
SPECIFIED CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCOMMODATION AND MAINTENANCE OF BASE AND STORM FLOWS IN ALL AREAS OF THE PROJECT SITE
THROUGHOUT THE CONSTRUCTION PERIOD. IF IT IS NECESSARY TO PUMP ON -SITE FLOW DURING CONSTRUCTION ACTIVITIES, SEE TYPICAL PUMP -AROUND DETAIL 1
/10.0.
8. CONTRACTOR SHALL INSPECT SITE AFTER EACH RUNOFF PRODUCING RAINFALL AND REPAIR VISIBLE EROSION. CONTRACTOR SHALL REPAIR AND REPLACE EROSION
CONTROL DEVICES AS NECESSARY.
9. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT SEDIMENT FROM LEAVING SITE. STREETS AND PAVED PARKING AREAS SHALL BE SWEPT REGULARLY
TO KEEP THE TRACKED SEDIMENT FROM ENTERING THE STORM DRAINS AND STREAM.
10. ALL STREAM WORK SHALL BE PERFORMED IN THE DRY. THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO ENSURE THAT SUCH REQUIREMENTS ARE SATISFIED.
11. DE -WATERING OF STRUCTURES WITH SEDIMENT -LADEN WATER DIRECTLY TO STREAMS OR STORM DRAINAGE SYSTEM IS PROHIBITED. THE CONTRACTOR SHALL TAKE
APPROPRIATE ACTION TO ENSURE THAT SUCH PROHIBITED ACTIVITIES DO NOT OCCUR.
12. EROSION CONTROL MATTING IS REQUIRED ON ALL SLOPES 3:1 OR STEEPER. SEE DETAIL 2.0/10.0.
13. PERMANENT GROUND COVER IS REQUIRED ON ALL DISTURBED AREAS OF THE CONTRACT. MULCHING SHALL BE PROVIDED FOR ALL AREAS REQUIRING SEEDING.
14. WHEN VEGETATION IS ESTABLISHED, CONTRACTOR SHALL CALL FOR FINAL SITE INSPECTION BY THE VILLAGE OF CLEMMONS.
SEEDING NOTES
TEMPORARY SEEDING
1.0 DESCRIPTION
THIS WORK SHALL CONSIST OF FURNISHING AND INSTALLING ALL TEMPORARY HERBACEOUS SEED AND MULCH FOR ALL AREAS DISTURBED BY
CONSTRUCTION OR AS DIRECTED BY THE ENGINEER. TEMPORARY SEEDING SHALL BE COMPLETED WITHIN 24 HOURS OF COMPLETION OF GRADING
ACTIVITIES IN ANY WORK AREA. TEMPORARY SEEDING SHALL NOT BE REQUIRED IN AREAS IMMEDIATELY SEEDED WITH PERMANENT SEED.
2.0 MATERIALS
SEED:
APPLY THE FOLLOWING VEGETATION AT THE LISTED RATES.
• FALL, WINTER, AND SPRING SEEDING (AUGUST 15-MAY 1):
RYE GRAIN 120 LB PER ACRE
• SUMMER SEEDING (MAY 1-AUGUST 15):
BROWNTOP MILLET 40 LBS PER ACRE
MULCH:
APPLY 4,000 LBS./ACRE GRAIN STRAW OR EQUIVALENT COVER. PROVIDE BIODEGRADABLE MATTING IN LIEU OF MULCH ON SLOPES 3:1 OR STEEPER.
PERMANENT SEEDING
1.0 DESCRIPTION
APPROVED DATES FOR PERMANENT SEEDING ARE SEPTEMBER 1 TO OCTOBER 31 AND FEBRUARY 15 TO APRIL 30. OUTSIDE OF THESE TIME FRAMES,
PERMANENT SEEDING CAN ONLY BE DONE WHEN COMBINED WITH TEMPORARY SEED UNDER COIR MATTING OR WITH PRIOR APPROVAL BY THE
ENGINEER.
2.0 MATERIALS
PERMANENT SEEDING MIXTURE (SPRING
DATES SPECIES RATE (LBS/ACRE)
FEBRUARY 15 - APRIL 30 TALL FESCUE 200
NOTE: IF SEEDED AT THIS TIME, RE -SEEDING IN THE FALL WILL BE NECESSARY IF PERMANENT VEGETATIVE COVER IS NOT ADEQUATELY
ESTABLISHED.
PERMANENT SEEDING MIXTURE (FALL)
DATES SPECIES RATE (LBS/ACRE)
SEPTEMBER 1 - OCTOBER 31 TALL FESCUE 200
NOTE: COIR MATTING AND MELLOW MARSH RIPARIAN BUFFER MIX, OR ENGINEER -APPROVED ALTERNATIVE, REQUIRED ON STREAMBANKS.
MULCH:
APPLY 4,000 LBS./ACRE GRAIN STRAW OR EQUIVALENT COVER. PROVIDE BIODEGRADABLE MATTING IN LIEU OF MULCH ON SLOPES 3:1 OR STEEPER.
SEE SPECIFICATIONS FOR SEEDING METHODS AND WARRANTY.
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES, SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES GREATER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
SLOPES 3:1 OR FLATTER
14 DAYS
NONE, EXCEPT FOR PERMIETERS AND HQW ZONES.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
Springside Culvert Replacement
EROSION &SEDIMENT CONTROL PLAN PHASE 1
SHEET NO.
390

J
I I
I I I
I I �
I '
I � �
\ y - - �_� �-
y I AL ASV I N - � � �
L AS E D
� CONST Ti
o
/ 8 j PARCEL ID PIN
\\5893-45-0413.000
♦ \
BARTON, STEVE R
\ \ \ \\ ( ♦ �W \ 4��DIP 8 CUP \ \
POND BARTON, " R
\\\\\ 1 \ \ Rim ti?.21' 1._
In ir174 .O1. (N)
- -
\ In1 ir✓ 7 7 31 (W
�' \ \ \ In
7-p� ip4.21(NS
()
\ \� \ \ 1 �� \•�• PARCEL ID PIN-
\ 5893-35-7356.000 a, \
RHODES, JAMES E
\ \ \/ \ \ \ I, S ` �• FRYE, LESLIE G C,
I �ti WM� I �I; v v v y��
iv
�\ N \ /
\ \ I LIMITS OF DISTURBANCE I A I _
\� L 49
5893PARCE 45 0311v3.000
CREWS,_ MARVIN G
Pond-�-
/ REMOVE COFFERDAM X/ J II Y J \
FOR BORE/JACK OPERATION 'I J WM
7 4 4
\ i
�•� I I Asphalt drive - LI M ITS OF D I SITU R NA C E�
-� \ \� \\\\� ��\ VA\ \� \ \\ •�• INSTALL EROSION CONTROL -
1 \ \ \ \ \ MATTING
\ ARC 9L PIN
\ \ \ \5 4 0 1 \ 11 \ \ \ •\'\'� I II �/
3 -- .-
\\ L bMB RbR s \ \ '�' {V \ - SILT
\ \\ \ \ \ oufle
-
FENCE"I
\ \ \ \• I e CONSTRUCTION
Debris fence
745.77
\ \
745.
' � � � � � � � \ \ � \ � � V 9 � �•\� V 745. !
'a
\\ \ �A •\
\\ I 1 )PARCEL I PI\ \ \ �\ \\ ~ and __5i ' a
5893-3 �4.0 \� \'� - S-
\ \ V A BATES,' JMES MYRICI�
`
0 1 30' 0' 1 1 \ \ WRIGHT, CATHERINE GO.LDII \ \ \ \ a J
SCALE. 1 - 30
00
EROSION & SEDIMENT CONTROL SEQUENCE PHASE 2:
1. INSTALL THE REMAINING TWIN STORM SEWER PIPE SYSTEM AND DOWNSTREAM CHANNEL DEVICES �\ ` \ RL • I w +
\ \ \\ Z \ u I
INCLUDING JUNCTION BOXES, RCP STORM SEWER, ENDWALL, ROCK VANE AND RIFFLE.
2. CONTINUE PUMPING OF POND TO LOWER WATER SURFACE ELEVATION. IF POND CONTINUES TO t \ \\\ \ J \ \
CONTAIN WATER, REMOVE COFFERDAM BY SEQUENTIALLY CUTTING 6" INCREMENTS EACH DAY TO THE PARCEL ID Pl~
ELEVATION OF 736.0, THE PROPOSED LOW POINT OF THE LOW FLOW CHANNEL. 589T_3KLAUM,M S�10a N �� \\\\
\\\\\ \ M
\�\ \\ V A
3. GRADE LOW FLOW CHANNEL, HAUL MATERIAL TO DISPOSAL PAD. \ � \ \� \ Inv in 8.28}6' (N)
4. REMOVE COFFERDAM, FINAL GRADING TO SHAPE. REMOVE POND DRAWDOWN PUMP AND DISCHARGE
LINE.
5. INSTALL EROSION CONTROL MATTING IN THE CHANNEL.
ID PIN \\
\ \ _ - \\ \
6. BEGIN REMOVAL OF EXISTING CULVERTS. SAW CUT SPRINGSIDE DRIVE, REMOVE EXISTING ASPHALT 5893 35 7013.000 \\
\\ WAYNE VICKIE WILS0
AND BASE MATERIAL. REMOVE EXISTING 18" CMP CULVERTS, ASPHALT SHOULDER AND GROUT/LOOSE
RUBBLE.
7. FINAL GRADE DISPOSAL PAD. \ I \\\ \ \\\ O
8. ALL DISTURBED AREAS ARE TO BE SEEDED AND STABILIZED.
REV
REVISIONS
BY
DATE
'ISSUE DATE:
FEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
F+�SSIQ�
aV SEAL �r�
22753 '
ems. fiN ��'a vim:'
PREPARED BY:
PARCEL ID PIN-
5893-45-0212.000
CREWS, MARVIN Gzv
CHECK _ � ---
DAM
II
II
I
Ash It I I \ \ ( PARCEL ID PIN
w j P \ 5893-45-01 1 1 .000 \
BROOKS, RENE' DAVIS
r 1\\ \ \ PARCEL ID PIN
5893-45-0011.000
PROBST, LINDA J
7 \ v
1
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
^#OR
VILLAGE OF
CLEMMONS
NORTH CAROLINA
EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AND DEVICES ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY AND APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES, AND PREVENT STANDING WATER
WITHIN PROJECT LIMITS.
2. PERMITS HAVE BEEN OBTAINED FROM NCDEQ AND THE US ARMY CORPS OF ENGINEERS FOR THIS PROJECT. CONTRACTOR SHALL COMPLY WITH ALL PERMIT
CONDITIONS.
3. CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION CONTROL DEVICES WITHIN THE PROJECT AREA AS INDICATED ON THE PLANS PRIOR TO COMMENCING
EARTHWORK. IF ADDITIONAL STAGING/STOCKPILE AREA IS REQUIRED, THE AREA MUST BE APPROVED BY THE VILLAGE AND SILT FENCE MUST BE INSTALLED BEFORE
USE.
4. CONTRACTOR SHALL ENSURE THAT DRAINAGE IS DIRECTED INTO TEMPORARY SEDIMENT DEVICES THROUGHOUT THE CONSTRUCTION PERIOD.
5. AS EACH PORTION OF CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL INSTALL PERMANENT STABILIZATION. AT END OF PROJECT, WHEN AUTHORIZED BY THE
ENGINEER, CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INSTALL PERMANENT STABILIZATION, AND RESTORE THE SITE AS SHOWN
ON PLANS, OR AS CLOSELY AS POSSIBLE TO ORIGINAL CONDITIONS.
6. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION FOR ALL DISTURBED AREAS BASED ON TIMEFRAMES SHOWN ON STABILIZATION TIMEFRAME CHART WITHIN THE
SPECIFIED CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCOMMODATION AND MAINTENANCE OF BASE AND STORM FLOWS IN ALL AREAS OF THE PROJECT SITE
THROUGHOUT THE CONSTRUCTION PERIOD. IF IT IS NECESSARY TO PUMP ON -SITE FLOW DURING CONSTRUCTION ACTIVITIES, SEE TYPICAL PUMP -AROUND DETAIL 1
/10.0.
8. CONTRACTOR SHALL INSPECT SITE AFTER EACH RUNOFF PRODUCING RAINFALL AND REPAIR VISIBLE EROSION. CONTRACTOR SHALL REPAIR AND REPLACE EROSION
CONTROL DEVICES AS NECESSARY.
9. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT SEDIMENT FROM LEAVING SITE. STREETS AND PAVED PARKING AREAS SHALL BE SWEPT REGULARLY
TO KEEP THE TRACKED SEDIMENT FROM ENTERING THE STORM DRAINS AND STREAM.
10. ALL STREAM WORK SHALL BE PERFORMED IN THE DRY. THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO ENSURE THAT SUCH REQUIREMENTS ARE SATISFIED.
11. DE -WATERING OF STRUCTURES WITH SEDIMENT -LADEN WATER DIRECTLY TO STREAMS OR STORM DRAINAGE SYSTEM IS PROHIBITED. THE CONTRACTOR SHALL TAKE
APPROPRIATE ACTION TO ENSURE THAT SUCH PROHIBITED ACTIVITIES DO NOT OCCUR.
12. EROSION CONTROL MATTING IS REQUIRED ON ALL SLOPES 3:1 OR STEEPER. SEE DETAIL 2.0/10.0.
13. PERMANENT GROUND COVER IS REQUIRED ON ALL DISTURBED AREAS OF THE CONTRACT. MULCHING SHALL BE PROVIDED FOR ALL AREAS REQUIRING SEEDING.
14. WHEN VEGETATION IS ESTABLISHED, CONTRACTOR SHALL CALL FOR FINAL SITE INSPECTION BY THE VILLAGE OF CLEMMONS.
SEEDING NOTES
TEMPORARY SEEDING
1.0 DESCRIPTION
THIS WORK SHALL CONSIST OF FURNISHING AND INSTALLING ALL TEMPORARY HERBACEOUS SEED AND MULCH FOR ALL AREAS DISTURBED BY
CONSTRUCTION OR AS DIRECTED BY THE ENGINEER. TEMPORARY SEEDING SHALL BE COMPLETED WITHIN 24 HOURS OF COMPLETION OF GRADING
ACTIVITIES IN ANY WORK AREA. TEMPORARY SEEDING SHALL NOT BE REQUIRED IN AREAS IMMEDIATELY SEEDED WITH PERMANENT SEED.
2.0 MATERIALS
SEED:
APPLY THE FOLLOWING VEGETATION AT THE LISTED RATES.
• FALL, WINTER, AND SPRING SEEDING (AUGUST 15-MAY 1):
RYE GRAIN 120 LB PER ACRE
• SUMMER SEEDING (MAY 1-AUGUST 15):
BROWNTOP MILLET 40 LIES PER ACRE
MULCH:
APPLY 4,000 LBS./ACRE GRAIN STRAW OR EQUIVALENT COVER. PROVIDE BIODEGRADABLE MATTING IN LIEU OF MULCH ON SLOPES 3:1 OR STEEPER.
PERMANENT SEEDING
1.0 DESCRIPTION
APPROVED DATES FOR PERMANENT SEEDING ARE SEPTEMBER 1 TO OCTOBER 31 AND FEBRUARY 15 TO APRIL 30. OUTSIDE OF THESE TIME FRAMES,
PERMANENT SEEDING CAN ONLY BE DONE WHEN COMBINED WITH TEMPORARY SEED UNDER COIR MATTING OR WITH PRIOR APPROVAL BY THE
ENGINEER.
2.0 MATERIALS
PERMANENT SEEDING MIXTURE (SPRING
DATES SPECIES RATE (LBS/ACRE)
FEBRUARY 15 - APRIL 30 TALL FESCUE 200
NOTE. IF SEEDED AT THIS TIME, RE -SEEDING IN THE FALL WILL BE NECESSARY IF PERMANENT VEGETATIVE COVER IS NOT ADEQUATELY
ESTABLISHED.
PERMANENT SEEDING MIXTURE (FALL)
DATES SPECIES RATE (LBS/ACRE)
SEPTEMBER 1 - OCTOBER 31 TALL FESCUE 200
NOTE: COIR MATTING AND MELLOW MARSH RIPARIAN BUFFER MIX, OR ENGINEER -APPROVED ALTERNATIVE, REQUIRED ON STREAMBANKS.
MULCH:
APPLY 4,000 LBS./ACRE GRAIN STRAW OR EQUIVALENT COVER. PROVIDE BIODEGRADABLE MATTING IN LIEU OF MULCH ON SLOPES 3:1 OR STEEPER.
SEE SPECIFICATIONS FOR SEEDING METHODS AND WARRANTY.
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES, SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES GREATER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
SLOPES 3:1 OR FLATTER
14 DAYS
NONE, EXCEPT FOR PERMIETERS AND HQW ZONES.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
Springside Culvert Replacement
EROSION &SEDIMENT CONTROL PLAN PHASE 2
SHEET NO.
391

;EL ID PIN
—35-7356.000
)ES, JAMES E
, LESLIE G
\ I
W� 1 1►
WMIElI
!
\ ` I
�- Pond II
I
STRUCTURE
SEE NOTE 8
DEMO EXISTING
CONTROL VALVE
SEE NOTE 7
CONTRACTOR RESPONSIBLE FOR
MAINTAINING A MINIMUM OF ONE—WAY
TRAFFIC WITH APPROPRIATE TRAFFIC
CONTROL DEVICES AND STAFF TO SAFELY
i�
iti
I \
i
io
I \
Control le j \
0 tle �I
St ct�re
Debris fence ! \
1
/ 745.7_iA
745.8 .
DIRECT TRAFFIC THROUGH THE \
CONSTRUCTION ZONE AT ALL TIMES. \
Pond
\ WS ELEV
—746.9
a
V� TOP OF COFFERDAM
15�> \ MIN ELEV=747.9
�o
45.
74 .
91
Ini \ In ��'46.7,,r� 7(N)
I rut 744.21(5) 1
w
C/I\ \ �t-- — _ _ � _ _ PARCEL ID PIN
— House J 5893-45-0313.000 �r
o \ \ \ \ I CREWS, MARVII'T \ G /
r`
V
\ A \
II L
it
Asphalt drive
----SAWC UT _LI N-ES
( _ 745 // \
I / -18F�'--CIA P PIPES
--
,..:, Y / DEMO / REMOVE EXISTING PARCEL ID PIN
PAVEMENT AND STONE BASE 5893-45-0212.000
CREWS, MARVIN G
_BET--WEEN SAWCUT LINES _
i
i
i
i
o 0
I � o
i \
1 I'I
i
i
i
i
li i
I�
Q OFFER AM \� f
I 0\ \ \�
\� M f
i
\� s.28I
Inv in 741.16' (N) /
Inv -out 774A6'
i
\ \ \ \
\\\ \\ \ �— Ilt AsphaI drive
LU
\ PARCEL ID PIN X \ \ V A
`\ 5893 35 7013.000 \\ V \\ \
\� WAYNE VICKIE WILSON; �\ \\N VA \ \
\ \ \ \ VA\\ \ y \
\ i �
O �10.
ALE: 1 "= 10'
REV
REVISIONS
BY
DATE
I!:11I 10
ISSUE DATE:
FEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
DEMO / REMOVE EXISTING ASPHALT
i \ C% \ �\
DEMO / REMOVE EXISTING RIP RAP AND
CONCRETE GROUTED AND LOOSE RUBBLE
SEE NOTE 6 -
C^ee �� \
y�y �yv \ v I yvv �•...�\� v � y_
s
House
1\.=
I I DEMOLISH EXISTING
/ I L HOME AND ASSOCIATED
II —I WALKWAYS, DRIVEWAYS, J Z \
CARPORT, AND ACCESSORY \ ��
I I I
STRU TUBE. SEE NOTE 5
F �
\ I �
\ PARCEL ID PIN �S
J I_ 5893-45-01 1 1 .000 0 /
BROOKS, RENE' DAVIS
r � � F� EXISTING W/M AND SERVICE—INN-E \
SEE NOTE 5 PARCEL ID PIN
V -- 5893-45-001 1 .000
I I — PROBST, LINDA J
\ � J r�
``,.•�� H. C R l g O �y�+.,�r
a� SEAL
22755
ems. fiN �Qa vim:'
� r,�-.C�N�..•�ti� �ti,
yi Oda
����HlnttrtN���
PREPARED BY:
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
*#OR
VILLAGE'
CLEMMONS
NORTH CAROLINA
DEMOLITION NOTES:
1. ALL WORK SHALL BE PERFORMED WITHIN EXISTING RIGHT-OF-WAY OR LIMITS OF DISTURBANCE WITHIN THE PROJECT
AREA AS SHOWN ON THE PLANS.
2. CONSTRUCTION AND/OR DEMOLITION ACTIVITY, INCLUDING LOADING AND UNLOADING OF MATERIAL, IS PROHIBITED
BEFORE 7 AM AND AFTER 7 PM MONDAY THROUGH FRIDAY. NO WORK IS PERMITTED ON WEEKENDS OR HOLIDAYS
WITHOUT PRIOR WRITTEN APPROVAL FROM THE VILLAGE.
3. DEMOLITION SHALL INCLUDE THE REMOVAL FROM THE SITE OF TREES, STUMPS, BRUSH, VEGETATION, TRASH, DEBRIS,
PIPES, WASTE STONE, AND ANY OTHER UNSUITABLE MATERIAL FROM WITHIN THE PROJECT AREA BOUNDARY AND
CLEARING LIMITS. UNLESS INDICATED OTHERWISE ON THESE PLANS OR DIRECTED BY THE ENGINEER.
4. TREES WITHIN THE CONSTRUCTION LIMITS OR LIMITS OF DISTURBANCE THAT DO NOT CONFLICT WITH CONSTRUCTION
SHALL REMAIN AND BE PROTECTED FROM DAMAGE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING DEMOLITION PERMIT FOR THE EXISTING HOME LOCATED AT 3211
SPRINGSIDE DRIVE AND NOTED ON THIS PLAN. EXISTING WATER SERVICE AND SANITARY SEWER SERVICE TO BE
TERMINATED AND REMOVED IN ACCORDANCE WITH THE CITY OF WINSTON-SALEM / FORSYTH COUNTY UTLITIES
DEPARTMENT. AFTER REMOVAL OF ALL DEMOLISHED ITEMS, CONTRACTOR RESPONSIBLE FOR GRADING, RAKING,
SHAPING OF THE FINISHED SURFACE TO FORM A UNIFORM GRADIENT TO ELIMINATE STEEP AREAS AND LOW SPOTS,
AND TILLING OF EARTHWORK WITHIN THE DEMOLISHED AREA PRIOR TO PLACING SEED AND MULCH.
6. DEMOLITION SHALL INCLUDE THE COLLECTION AND REMOVAL OF ALL DEBRIS GENERATED FROM CONSTRUCTION AND
DEMOLITION ACTIVITIES. RIPRAP AND CONCRETE RUBBLE FROM DOWNSTREAM EMBANKMENT THAT IS NOT UTILIZED
ONSITE IS TO BE HAULED TO A LOCATION DESIGNATED BY VILLAGE OF CLEMMONS FOR STOCKPILING AND FUTURE USE.
7. AFTER COMPLETION OF THE INSTALLATION OF THE TWIN 48" STEEL PIPES AND THE POND DRAINED, CONTRACTOR TO
CUT THE EXISTING CONTROL VALVE TO A DEPTH OF 12" BELOW POND BOTTOM AND DISPOSE OF PROPERLY. PLACE AND
COMPACT 12" OF SUITABLE BACKFILL MATERIAL, SEED AND MULCH.
8. AFTER REMOVAL OF THE CONTROL VALVE, CONTRACTOR SHALL CUT THE EXISTING RISER PIPE TO DEPTH OF 12"
BELOW POND BOTTOM AND FILL THE RISER WITH GROUT. AFTER 48 HOURS OF GROUT CURING, PLACE AND COMPACT
12" OF SUITABLE BACKFILL MATERIAL, SEED AND MULCH.
TRAFFIC CONTROL NOTE:
CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL
DURING ALL PHASES OF THE PROJECT. SEE NOTES 22
AND 23 ON SHEET 2.
FINAL DRAWING - NOT
RELEASED
FOR CONSTRUCTION
Springside Culvert Replacement
DEMOLITION PLAN
SHEET NO.
4wO

DOUBLE ROCK VANE 12 SY TYPE 2
8 TN CL I RIP RAP
24 BOULDERS (1 —2 TON EACH) FILTER FABRIC
4'X3'X2' /
1.5 TN CL A STONE WEIENI
1.5 TN CL B STONE R
t LE — 8.00
1.5 TN CL, 1 STONE '� 0 —3 /\
B — 2-�
5 SY TYPE 2 FILTER FABRIC
r
e �
S 3
EIR NING
.. � ELEV= .00
RIFFLE
2 TN CL A STONE------------------
2 TN CL B STONE
2 TN CL I STONECo
a a a a
I _
0 5' 10' 20'
iiiiii
SCALE: 1 "= 10'
I �
750
750
7
748
748
746
746
744
744
742
742
740
740
738
738
736
736
734
734
732
732
730
730
728
728
10+00
10+50
1 1 +00
1 1 +50
12+00
12+50
i
STA. 1 1 +24.50
PAVEMENT
ROP. GRADE
NCDOT 840.31
TOP=743.00
INV IN=734.30
EX.
GRADE
_
_
L —
— — — — �
- ----
OUTLET STRUCTURES
---------------------------------
STA. 1 1 +98.39
----------
� EX WATER MAIN
OS-3A, 3B
-
(ELEVATION UNKNOWN)
NCDOT 838.22 (MODIFIED)
TOP=741 .00
WEIR ELEV=736.00 (OS-3A)
�
WEIR ELEV=738.00 (OS-3B)
INV OUT=735.50
PROP. GRADE
- EX.
-�
SAN SEW
/
LI IV E
(PROTECT)
EW-1
STA
10+90.9
4' WEIR OPENING
j
NCDOT
838.2
I I
I
I
I ELEV=738.00
I
I I
OS-3B
INV
OUT=730.89
I I
I
I
4' WEIR OPENING
I I
I
i
I
I
ELEV=736.00
I
OS-3A
I I
I
I
,
I I
DUAL
72 LF — 48" AWWA C200
I
I
I I
I I
STEEL PIPE @ 1.67�
�
I I
(JACK AND BORE)
I
I
I I
j
I I
I
I I
USE CL B CONCRETE
DUAL
2
LF — 48" CL III
I I
FOR POSITIVE DRAINAGE
R
P
@ 0.50
I I
I I
I I
USE
CL B CONCRETE
FOR
POSITIVE DRAINAGE
REV
REVISIONS
BY
DATE
ISSUE DATE:
FEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
a� SEAL
22755
ems. fiN �Qa vim:'
PREPARED BY:
J
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
*#OR
VILLAGE OF
CLEMMONS
NORTH CAROLINA
Springside Culvert Replacement
PLAN &PROFILE
FINAL DRAWING -NOT
RELEASED
FOR CONSTRUCTION
SHEET NO.
5sO

o
h
� RCE�ID PIN
Sri \ PA g3_45_0413 0
J BARTO N
DIP
\ \ \ 4°DIP �✓ \ � \ 1 � � 1
\\
1 ) \ \jn77 \ \ a
46.71(N)
744,211(5) � � I \
\ iQ�) I
\ \\\ EL Ip PIN 00 w� I �� w
PARC _35-7356 0 wM w \
33pgE
;-,•�, RNOpE LESUE 0
\ \
`. JB4 96 LF-15" CL III
\ RCP STORM SEWED, i
N NCDOT 840.31
Pond
90 SY ASPHALT —
\ \— REPAIR I� -
\ SEE DETAIL SHEET i gsphait drive
\
\1 \ \ \rn
5 WIDE LOW FLOW _.— — �`•�
\ \\ \ \ \ •\ 4 CHANNEL �I
\ \ \ \\\\ \ \ \\ \\
\ \\\ \ \ -
\ �\ \ \ \ \ \`• INSTALL 300 LF X !12' ;?brs {ence I 1
EROSION CONTROV MATTING
'4 SEE DETAIL THIS SHEET, !,
0 400 SY j !
ARCS 52.00 T S \ \\\\ \\ \ \\ `•�,4 \•\ � 1
_8g3 ROB
\ \ \ \
35 —420
HOLCOMBE, R
\ \ ` Pond
\ \\
��� � PIN A� \ \ � \ � `•�
\ \ \ PARCEL 5 000 K
589E3-4� a0S JAMES M NE GOODIE
6,A S
\ \ \ \ \ 1
4)
\ \ \ \ \ \ \ t �`� \ \\ \ �o �e \
1 ,WEIR nPFNING
ELEV=736.00
�40
�40
\\ r IU P�N009� \�� A \ \ELEV=738.00
\ \ \ AR 3 5 \
REV
REVISIONS
BY
DATE
1 ISSUE DATE:
FEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
SSI6T
a� SEAL rr�
22155 '
ems. fiN �Qa vim:'
PREPARED BY:
740
.e� 6' (VA)in 741:
\� ,V
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
*#OR
VILLAGE'
CLEMMONS
NORTH CAROLINA
-740
3 TN CL B RIP RAP-- - -
7 SY TYPE 11 FILTER '
--FABRIC
...... ...... ...... ...... ......
_.._ .. .
z
TEMP LINER
EX. POND BOTTOM
3•� 3.1
5.0' PROP. GRADE
12.0EROSION CONTROL
MATTING
NAG BIONET C700 BN OR
APPROVED EQUIVALENT
LOW FLOW CHANNEL SECTION
0 10' 20'
SCALE: 1 "= 20'
40'
FINAL DRAWING — NOT
RELEASED
FOR CONSTRUCTION
Springside Culvert Replacement
GRADING PLAN — PAVEMENT REPAIR
SHEET NO.
6sO

BASE
6" 5'-10" 6-7 zi
1 1 ' d 6„
5'-10" 4'
WEIR 4 STEEL
OPENING PIPE
°d
6„
11'
5'-loll
7'-10"
TOP
TOP ELEV 4'
6" 5'-10" 6" 741.00 6" 1 1 " 1 1 " 6"
° a� i a4
d G 4 4
°
°
5 5
a 4
6'-62" WEIR ELEV 48" STEEL _ 48" STEEL
PIPE PIPE
736.00 4 4
2% ► ° J29 ° � �-�--
6., NON -SHRINK
5-10" GROUT
7'-10" 7'-loll
SIDE FRONT
OUTLET STRUCTURE OS-3A
5'-10" 4' WEIR 48" STEEL
OPENING PIPE
7 T__
d 6"
11'
-10"
7'-10"
TOP
TOP ELEV 4'
6„ 6" 741.00 6" 1 1" 1 1 ' 6"
3' WEIR ELEV 3°
738.00 48" STEEL
48" STEEL 4 PIPE
6'-61 PIPE -I 4
4 4°
� 4
7 � a 6»�
NON -SHRINK
GROUT '-10"
-10" 7'-10"
7' -10"
SIDE FRONT
OUTLET STRUCTURE OS-313
REV
REVISIONS
BY
DATE
ISSUE DATE:
FEB 19, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
,gyp' Nw V I I 1119111111�
.,����� N C'41�d ��ii�i
�Q ¢tiF�gSl�. `ram
SEAL
Ave
rllun N�P;,`.
PREPARED BY:
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
*#OR
VILLAGE'
CLEMMONS
NORTH CAROLINA
RISER CONSTRUCTION NOTES:
1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, SEALED BY A NC REGISTERED STRUCTURAL ENGINEER,
FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO ORDERING MATERIALS AND CONSTRUCTION.
2. RISERS SHALL DESIGNED TO PROVIDE H-20 LOADING.
3. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NCDOT AND THE VILLAGE OF CLEMMONS
CONSTRUCTION STANDARDS.
FINAL DRAWING - NOT
RELEASED
FOR CONSTRUCTION
Springside Drive Culvert Replacement
RISER DETAILS
SHEET NO.
7wO

SAW CUT SAW CUT
AND TACK AND TACK
EXISTING PAVEMENT I NEW ASPHALT 3" MINIMUM
/1 S9.5B OR S9.5C
o0 0003o aoo3QOo°O,opoO0 Qo0 op o0o p o0oQ°o0op0 0°C
QOop 1300 oQ00°Q-130 O °O° NEW 11" BASE COURSE ° 0 0 0o
QO ° ° B25.0B OR B25.00 0. 0 oQ o 0
o Ooo 0 0 0 0oQ
EXISTING ABC °OQOoQoo 00000 o°°Oo0Q0Oop°o0o
1' KEY -IN
EXISTING SUBGRADE
COMPACTED FILL
OVERLAY EXISTING
PAVEMENT WITH
1.5" ASPHALT
TO END OF ROAD
V KEY -IN EXISTING ABC
NOTES:
1. THE PAVEMENT EDGE SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A
DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE
WITH AASHTO T-99 AS MODIFIED BY NCDOT.
3. THE FINAL V OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS
MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY THE VILLAGE.
4. THE ENTIRE THICKNESSNERTICAL EDGE OF THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 3" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY AND ROLLED WITH
A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH. LEVEL PATCH.
REV
REVISIONS
BY
DATE
#
.7
ASPHALT PAVEMENT REPAIR
NOT TO SCALE
ISSUE DAFEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
y\ GAFja
FESSIpCr•��'•�
=. 0pti.9
SEAL rA
.�22755
■r ram, .''•�'.::��•Qyy�•'
LU ~
POOL TO BE
EXCAVATED PER
PROFILE
PREPARED BY:
TOE OF SLOPE
(TYP)
TOP OF BANK
(TYP)
FORM HORSESHOE OF BED
MATERIAL AT UPSTREAM AND
DOWNSTREAM RIFFLE
EXTENTS
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
CLASS B STONE
CLASS
STON
ON -SITE CHANNEL
ALLUVIUM
TYPE 2 FILTER FABRIC
(NON -WOVEN)
PREPARED FOR:
VILLAGE OF
CLEMMONS
NORTH CAROLINA
O
J
LL
A'
PLAN VIEW
ELEVATION POINT
5'
B' HEAD OF
RIFFLE AT
END OF DROP
VANE POOL
APPROX. ELEV. 730.5'
LENGTH F RI FLE 12" NOM. THICKNESS OF EQUAL PARTS
SEE ,OF
E CLASS A, B, AND 1 STONE
GRADE RIFFLE TO TIE IN WITH EXISTIN
GRADE AT DOWNSTREAM END
e�rTlnnl Q Q�
CONSTRUCTED RIFFLE
NOT TO SCALE
DER BOULDER
FOOTER BOULDER
SECTION A - A'
STRUCTURE DIMENSIONS
L
(ft)
20
S
(ft)
5
F
(deg)
15
W
(ft)
4
G
%
15
G\-PD
OP OF
BANK (TYP)
r]Cll1CII C A AI
CHANNEL BED
EXCAVATE SCOUR POOL
DOUBLE DROP ROCK CROSS VANE
NOT TO SCALE
RIFFLE
TOP OF BANK
FLOW
STREAM BED
ELEVATION
CLASS A STONE J
CLASS 1 STONE
G
-----------
FOOTER
ROCK
PROFILE VIEW B-B'
CROSS VANE STRUCTURE NOTES
FINAL DRAWING - NOT
RELEASED
FOR CONSTRUCTION
HEADER
ROCK
B'
SLOPE SILL ROCKS TO
3/4 OF BANKFULL HEIGHT
TYPE 2 FILTER
FABRIC (NON -WOVEN)
1. BOULDERS MUST BE AT LEAST 2.5' x 2' X 1.5'.
2. FILTER FABRIC SHALL BE INSTALLED FROM THE MIDDLE OF THE HEADER ROCKS AND
EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM
FOR A MINIMUM OF SIX FEET.
3. A TRENCH SHALL BE EXCAVATED BELOW THE BED FOR FOOTER ROCKS. FILL SHALL BE PLACED ON THE
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAM BANK.
4. STARTING AT BANKFULL, FOOTER ROCKS SHALL BE PLACED FIRST AND THEN HEADER ROCKS.
5. STRUCTURE SHALL BE CONSTRUCTED FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
6. AN EXTRA BOULDER MAY BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT, PER ENGINEER'S
DIRECTION.
7. CLASS 1 RIP RAP SHALL BE USED TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS. CLASS A RIP RAP SHALL
BE USED TO FILL GAPS ON UPSTREAM SIDE OF STONE CLASS 1.
8. AFTER ALL STONE HAS BEEN PLACED, THE UPSTREAM SIDE OF THE STRUCTURE SHALL BE FILLED WITH
ON -SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK.
Springside Culvert Replacement
DETAILS
SHEET NO.

STAKE SPACING
12' ON CENTER
SPECIAL STILLING BASIN -,-
(SEE DETAIL BE
A-sky1
HOSE TO BE ROUTED
THROUGH EXISTING C
BENEATH ROADWAY.
(SEE PLANS)
PUMP AROU
COFFERDAM OR
SLIDE RAIL SYSTEM
(SEE PLANS)
EXISTING
GROUND
FILTER FABRIC FOR
DRAINAGE
TYPE 2 (NON -WOVEN)
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE
DESIGNATED PROJECT WORKING AREA.
2. INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT
WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK SITE.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS.
4. INSTALL PUMPING APPARATUS AT THE DOWNSTREAM WORK AREA, IF
NEEDED, TO DEWATER THE WORK AREA. THE PUMP AND HOSE FOR THIS
PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.
THIS WATER SHALL FLOW INTO THE SPECIAL STILLING BASIN.
5. PERFORM CULVERT REPLACEMENT WORK IN ACCORDANCE WITH THE
PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND
DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE. REMOVE
IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING
STARTING WITH THE DOWNSTREAM DIKE FIRST.
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS
AND STABILIZE DISTURBED AREAS WITH SEED AND MULCH.
NOTES:
1. EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS AS
NEEDED.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE
STABILIZED IN ONE WORKING DAY.
4. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY FLOWS.
5. PROVIDE STABILIZED OUTLET TO STREAM BANK.
SANDBAG/
STONE
BASEFLOW
WORKING
AREA FLOW
IMPERVIOUS SHEET
IMPERVIOUS DIKE
SPECIAL STILLING BASIN
12" MIN. CLASS A STONE
TOP OF STREAM BANK
PROVIDE STABILIZED
OUTLET TO STREAM
BANK
SPECIAL STILLING BASIN
TYPICAL PUMP AROUND OPERATION
NOT TO SCALE
TEMPORARY PROTECTION FENCE
NOT TO SCALE
REV REVISIONS BY DATE
48" HIGH DENSITY
ORANGE POLYETHYLENE
SAFETY FENCE
STAKES: 66" T-POST DRIVEN
18" BELOW GRADE
WIRE OR ZIP TIES TO SECURE
SAFETY FENCE TO POST
INISHED GRADE
'ISSUE DATE:
FEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
10 mil PLASTIC LINING
WOOD FRAME
SECTION B-B
SECURELY FASTENED NOT TO SCALE
AROUND ENTIRE
PERIMETER WITH
TWO STAKES
10' MINIMUM
pa TWO -STACKED
2X12 ROUGH
WOOD FRAME
B B
VARIES STAKE
(TYP)
10 mil PLASTIC LINING PLAN
NOT TO SCALE
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
CANO
69
SEAL. .
i 22153
FINAL DRAWING - NOT
RELEASED
FOR CONSTRUCTION
STAPLES STRAW BALE BINDER WIRE
2' � � (2 PER BALE)
10 mil PLASTIC LINING
NATIVE MATERIAL
1.12" DIA $ (OPTIONAL)
STEEL WIRE
STAPLE SECTION B-B
DETAIL NOT TO SCALE
WOOD OR
METAL STAKES
(2 PER BALE)
\ 10' MINIMUM
B B
L
M
VARIES
10 mil PLASTIC LINING PLAN STRAW BALE
TYP)
NOT TO SCALE
TYPE "ABOVE GRADE"
WITH STRAW BALES
48" HIGH DENSITY
ORANGE POLYETHYLENE
SAFETY FENCE
STAKES: 66" T-POST DRIVEN
18" BELOW GRADE
WIRE OR ZIP TIES TO SECURE
SAFETY FENCE TO POST
INISHED GRADE
'ISSUE DATE:
FEB 26, 2021
VILLAGE PROJECT NUMBER:
20-04
LJB PROJECT NUMBER:
0118240A
10 mil PLASTIC LINING
WOOD FRAME
SECTION B-B
SECURELY FASTENED NOT TO SCALE
AROUND ENTIRE
PERIMETER WITH
TWO STAKES
10' MINIMUM
pa TWO -STACKED
2X12 ROUGH
WOOD FRAME
B B
VARIES STAKE
(TYP)
10 mil PLASTIC LINING PLAN
NOT TO SCALE
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
CANO
69
SEAL. .
i 22153
FINAL DRAWING - NOT
RELEASED
FOR CONSTRUCTION
STAPLES STRAW BALE BINDER WIRE
2' � � (2 PER BALE)
10 mil PLASTIC LINING
NATIVE MATERIAL
1.12" DIA $ (OPTIONAL)
STEEL WIRE
STAPLE SECTION B-B
DETAIL NOT TO SCALE
WOOD OR
METAL STAKES
(2 PER BALE)
\ 10' MINIMUM
B B
L
M
VARIES
10 mil PLASTIC LINING PLAN STRAW BALE
TYP)
NOT TO SCALE
TYPE "ABOVE GRADE"
WITH STRAW BALES
NOTES:
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
5. MUST BE LOCATED >50 FT AWAY FROM INLETS/WATERWAYS
UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE.
PREPARED BY:
TRENCH
TOP OF
BANK
TOE OF
SLOPE
2"
EROSION CONTROL MATTING SHALL BE
PLACED IN 12 INCH DEEP TRENCH, STAKED,
BACKFILLED AND COMPACTED
TOP OF STREAMBANK
2'
WOOD STAKE
TOE OF SLOPE
EROSION CONTROL MATTING SHALL BE
PLACED IN 12 INCH DEEP TRENCH, STAKED,
BACKFILLED AND COMPACTED /---BOTTOM OF CHANNEL
CROSS-SECTION
THE WOOD STAKE SHALL BE THE NORTH AMERICAN
GREEN ECO-STAKE OR APPROVED EQUAL WITH THE
FOLLOWING DIMENSIONS:
LEG LENGTH 11.00 IN (27.94 CM)
HEAD WIDTH 1.25 IN (3.18 CM)
HEAD THICKNESS 0.40 IN (1.02 CM)
LEG WIDTH 0.60 IN (1.52 CM) (TAPERED TO POINT)
LEG THICKNESS 0.40 IN (1.02 CM)
TOTAL LENGTH 12.00 IN (30.48 CM)
PATTERN PER THE PLAN VIEW
3. TRENCH STAKES AND WOOD STAKES SHALL BE PLACED A
MAXIMUM DISTANCE APART OF 3'.
4. EROSION CONTROL MATTING (ECM) SHOULD BE USED TO AID
PERMANENT VEGETATED
TRENCH STABILIZATION OF SLOPES 2:1 OR AREAS SPECIFIED IN THE PLANS.
5. ECM SHOULD BE USED WHEN MULCH CANNOT BE ADEQUATELY
! ! TOP OF BANK TACKED AND WHERE
IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION
DAMAGE.
l l 1. !. • 1. !. !... WOOD STAKE 6. 6" MINIMUM OVERLAP IN THE HORIZONTAL
�:. �:.:. EROSION CONTROL MATTING MAINTENANCE NOTES
1. INSPECT ECM AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1/2 INCH OR GREATER)
! ! ! • • • • • RAINFALL EVENT. REPAIR IMMEDIATELY.
2 GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED AND
! ! EROSION MUST NOT
OCCUR BENEATH THE ECM.
EROSION CONTROL 3. ANY AREAS OF THE ECM THAT ARE DAMAGED OR NOT IN CLOSE
MATTING TO BE EXTENDED CONTACT WITH THE
TO TRENCH AT TOE OF SLOPE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,
PLAN VIEW THE PROBLEM SHALL
BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE ECM AS NECESSARY UNTIL GROUND
COVER IS ESTABLISHED.
2 EROSION CONTROL MATTING
R 1 NOT TO SCALE
10 mil PLASTIC LINING SANDBAG
L=IIII=1�
-� -IIIL=111E=I�11 BERM
SECTION A -A
NOT TO SCALE
LATH AND
FLAGGING ON
3 SIDES
10' MINIMUM
O O 0 0
SANDBAG
A A
VARIES O
BERM
O O O O O
10 mil PLASTIC LINING PLAN
NOT TO SCALE
TYPE "BELOW GRADE"
PLYWOOD
46" x24"
PAINTED WHITE7 BLACK LETTERS
6" HEIGHT
0 0
LAG SCREWS I CONCRETE
TT WASHOUT
36„ WOOD POST
3.5"X3.5"X6'
36
CONCRETE WASHOUT
SIGN DETAIL
TEMPORARY CONCRETE WASHOUT (OR EQUIVALENT)
NOT TO SCALE
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
^#OR
11
VILLAGE OF
CLEMMONS
NORTH CAROLINA
8' MAX
STEEL POST
STEEL POST
WOVEN FILTER FABRIC
WOVEN z
FILTER
W U
FABRIC �
W m Q
- - N � do 5�0111�,
- -IIFII
17m,
-1I1lil=lTl- I lil=lil-lilll=lil-i 111-
� -1 11.-1 I II i IIT_III 11 I 1=1 I I I- "1=1 I h xl I'
N -
III -III -III-III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I III -III -II -
-III-III-III -III- III -III -III-III -III-III-III-III-III-III-III-III-III-III II -III -III
-III-III-III III-III-III-III-III-III-III-1 I I- III -III -III -III -III -III -III-I A I -III -I I ANCHOR SKIRT 8" MINIMUM
TEMPORARY SILT FENCE NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC TO BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. TURN SILT FENCE UP SLOPE AT ENDS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW.
8. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FENCE.
9. ATTACH THE FABRIC TO EACH POST WITH THREE TIES WITH THE TOP TIE WITHIN 8" OF THE TOP OF THE FABRIC.
10. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
11. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
TEMPORARY SILT FENCE MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
5 TEMPORARY SILT FENCE
NOT TO SCALE
Springside Culvert Replacement
DETAILS
SHEET NO.
891
PATTERN PER THE PLAN VIEW
3. TRENCH STAKES AND WOOD STAKES SHALL BE PLACED A
MAXIMUM DISTANCE APART OF 3'.
4. EROSION CONTROL MATTING (ECM) SHOULD BE USED TO AID
PERMANENT VEGETATED
TRENCH STABILIZATION OF SLOPES 2:1 OR AREAS SPECIFIED IN THE PLANS.
5. ECM SHOULD BE USED WHEN MULCH CANNOT BE ADEQUATELY
! ! TOP OF BANK TACKED AND WHERE
IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION
DAMAGE.
l l 1. !. • 1. !. !... WOOD STAKE 6. 6" MINIMUM OVERLAP IN THE HORIZONTAL
�:. �:.:. EROSION CONTROL MATTING MAINTENANCE NOTES
1. INSPECT ECM AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1/2 INCH OR GREATER)
! ! ! • • • • • RAINFALL EVENT. REPAIR IMMEDIATELY.
2 GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED AND
! ! EROSION MUST NOT
OCCUR BENEATH THE ECM.
EROSION CONTROL 3. ANY AREAS OF THE ECM THAT ARE DAMAGED OR NOT IN CLOSE
MATTING TO BE EXTENDED CONTACT WITH THE
TO TRENCH AT TOE OF SLOPE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,
PLAN VIEW THE PROBLEM SHALL
BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE ECM AS NECESSARY UNTIL GROUND
COVER IS ESTABLISHED.
2 EROSION CONTROL MATTING
R 1 NOT TO SCALE
10 mil PLASTIC LINING SANDBAG
L=IIII=1�
-� -IIIL=111E=I�11 BERM
SECTION A -A
NOT TO SCALE
LATH AND
FLAGGING ON
3 SIDES
10' MINIMUM
O O 0 0
SANDBAG
A A
VARIES O
BERM
O O O O O
10 mil PLASTIC LINING PLAN
NOT TO SCALE
TYPE "BELOW GRADE"
PLYWOOD
46" x24"
PAINTED WHITE7 BLACK LETTERS
6" HEIGHT
0 0
LAG SCREWS I CONCRETE
TT WASHOUT
36„ WOOD POST
3.5"X3.5"X6'
36
CONCRETE WASHOUT
SIGN DETAIL
TEMPORARY CONCRETE WASHOUT (OR EQUIVALENT)
NOT TO SCALE
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
^#OR
11
VILLAGE OF
CLEMMONS
NORTH CAROLINA
8' MAX
STEEL POST
STEEL POST
WOVEN FILTER FABRIC
WOVEN z
FILTER
W U
FABRIC �
W m Q
- - N � do 5�0111�,
- -IIFII
17m,
-1I1lil=lTl- I lil=lil-lilll=lil-i 111-
� -1 11.-1 I II i IIT_III 11 I 1=1 I I I- "1=1 I h xl I'
N -
III -III -III-III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I III -III -II -
-III-III-III -III- III -III -III-III -III-III-III-III-III-III-III-III-III-III II -III -III
-III-III-III III-III-III-III-III-III-III-1 I I- III -III -III -III -III -III -III-I A I -III -I I ANCHOR SKIRT 8" MINIMUM
TEMPORARY SILT FENCE NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC TO BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. TURN SILT FENCE UP SLOPE AT ENDS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW.
8. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FENCE.
9. ATTACH THE FABRIC TO EACH POST WITH THREE TIES WITH THE TOP TIE WITHIN 8" OF THE TOP OF THE FABRIC.
10. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
11. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
TEMPORARY SILT FENCE MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
5 TEMPORARY SILT FENCE
NOT TO SCALE
Springside Culvert Replacement
DETAILS
SHEET NO.
891
PLYWOOD
46" x24"
PAINTED WHITE7 BLACK LETTERS
6" HEIGHT
0 0
LAG SCREWS I CONCRETE
TT WASHOUT
36„ WOOD POST
3.5"X3.5"X6'
36
CONCRETE WASHOUT
SIGN DETAIL
TEMPORARY CONCRETE WASHOUT (OR EQUIVALENT)
NOT TO SCALE
PO BOX 2294
KERNERSVILLE, NC 27284
OFFICE: [phone]
NC LICENSE # C-4123
PREPARED FOR:
^#OR
11
VILLAGE OF
CLEMMONS
NORTH CAROLINA
8' MAX
STEEL POST
STEEL POST
WOVEN FILTER FABRIC
WOVEN z
FILTER
W U
FABRIC �
W m Q
- - N � do 5�0111�,
- -IIFII
17m,
-1I1lil=lTl- I lil=lil-lilll=lil-i 111-
� -1 11.-1 I II i IIT_III 11 I 1=1 I I I- "1=1 I h xl I'
N -
III -III -III-III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I III -III -II -
-III-III-III -III- III -III -III-III -III-III-III-III-III-III-III-III-III-III II -III -III
-III-III-III III-III-III-III-III-III-III-1 I I- III -III -III -III -III -III -III-I A I -III -I I ANCHOR SKIRT 8" MINIMUM
TEMPORARY SILT FENCE NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC TO BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. TURN SILT FENCE UP SLOPE AT ENDS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW.
8. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FENCE.
9. ATTACH THE FABRIC TO EACH POST WITH THREE TIES WITH THE TOP TIE WITHIN 8" OF THE TOP OF THE FABRIC.
10. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
11. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
TEMPORARY SILT FENCE MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
5 TEMPORARY SILT FENCE
NOT TO SCALE
Springside Culvert Replacement
DETAILS
SHEET NO.
891