201902441 Ver 1_07b_WBRR PHASE 2 Plans 2022-1011_11x17_20221115

GENERAL NOTES:
THE CONTRACTOR SHALL ONLY CONDUCT BANK AND STREAM BED WORK, INCLUDING ALL
IN —STREAM, GRADING BANK STABILIZATION, AND IN —STREAM STRUCTURES ON A SECTION
OF STREAM THAT CAN BE ENTIRELY STABILIZED BEFORE MOBILIZING TO A NONADJACENT
REACH OF PROPOSED CHANNEL IMPROVEMENTS.
EVERY EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE GAINING ACCESS TO/FROM
THE WORK AREA.
THE GRADE LINE ELEVATIONS SHOWN DENOTE THE FINISHED ELEVATION OF THE
PROPOSED OR FUTURE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS
DIRECTED BY THE DESIGNER IN ORDER TO SECURE A PROPER TIE—IN, SAVE TREES OR
TO CREATE A MORE "NATURAL" APPEARANCE. NOTE, FINISHED GRADE ELEVATIONS AS
SHOWN IN THE PLANS INCLUDE PLACED TOPSOIL AS DESCRIBED IN THE PLANTING NOTES
SUBSURFACE:
NO SUBSURFACE DATA IS MADE AVAILABLE TO THE CONTRACTOR FOR THIS PROJECT
OTHER THAN THAT PROVIDED IN THE BID MANUAL. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAKING HIS OWN SUBSURFACE INVESTIGATIONS AS THEY RELATE TO
THIS PROJECT,
SITE/EASEMENT:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGED ITEMS DURING
CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXISTING ROADS, FENCES, SIDEWALKS,
LANDSCAPING. CURB AND GUTTER. SEWER LINES. MANHOLES. ETC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPROVEMENT TO THE ROAD
CONDITION, GATES, SIDEWALKS, CURB AND GUTTER, SEWER LINES, MANHOLES AND
FENCES. REQUIRED FOR ACCESS DURING CONSTRUCTION.
ANY DRAINAGE TO PUBLIC INFRASTRUCTURE IN THE VICINITY OF THE TEMPORARY
CONSTRUCTION ENTRANCE/EXIT SHALL BE REPAIRED TO THE SATISFACTION OF THE
OWNER. THE TEMPORARY CONSTRUCTION ENTRANCE/EXIT SHALL BE REMOVED AND
RETURNED TO THE ORIGINAL CONDITION OR BETTER AT THE END OF USE.
STAGING STOCKPILES AND HAUL ROAD AREAS:
SPECIFIED AREAS SHOWN ON THE PLANS HAVE BEEN ESTABLISHED AS ACCESS AND
STAGING AREAS. THE CONTRACTOR SHALL ESTABLISH STOCKPILE AREAS ALONG THE
PROJECT, AS NECESSARY, TO CARRY OUT THE WORK, ALL STOCKPILE AREAS MUST BE
INSIDE THE LIMITS OF CONSTRUCTION AND APPROVED BY THE DESIGNER, ADDITIONAL
STOCKPILE AREAS SHOULD NOT BE LOCATED WITHIN FORESTED AREAS, SILT FENCE
SHALL BE REQUIRED IN AREAS WHERE LOOSE SOIL HAS BEEN PLACED IN THE STAGING
AND STOCKPILING AREAS.
EXISTING GRADE ELEVATIONS WITHIN THE 100 YEAR FLOODPLAIN SHALL NOT BE RAISED
AS PART OF THIS PROJECT UNLESS SHOWN. ANY EXCESS MATERIAL MUST BE
TRANSPORTED OFFSITE TO AN APPROPRIATE DISPOSAL AREA.
MATERIALS
THE UPPER 6 OF TOPSOIL SHALL BE SAVED FROM THOSE AREAS THAT WILL BE
DISTURBED BY EXCAVATION, FILL, HAUL ROADS, OR COMPACTION EQUIPMENT, TOPSOIL
SHALL BE KEPT SEPARATE FROM ANY SITE SPOIL UPON COMPLETION OF
CONSTRUCTION, TOPSOIL WILL BE SPREAD OVER AREAS TO BE PLANTED. SEE PLANTING
NOTES FOR ADDITIONAL INFORMATION.
STREAM BED MATERIAL, DEEMED SUITABLE BY THE DESIGNER, SHALL BE SAVED FROM
AREAS OF THE EXISTING STREAM THAT WILL BE IMPACTED BY CONSTRUCTION. THESE
AREAS WILL BE FLAGGED BY THE STREAM DESIGNER PRIOR TO THE CONSTRUCTION OF
THE PROPOSED STREAM, EXCAVATED BED MATERIALS, (le, GRAVEL ROCK AND COARSE
SAND) WILL BE UTILIZED IN CLOSE PROXIMITY TO THEIR LOCATION OF EXCAVATION, AND
WILL NOT REQUIRE EXTENSIVE HAULING. THIS EXCAVATED BED MATERIAL WILL BE USED
IN THE STREAMS RIFFLES AND IN —STREAM STRUCTURES,
THE REMAINING EXCAVATED MATERIAL, NOT MENTIONED ABOVE, SHALL BE CONSIDERED
SITE SPOIL AND BE STOCKPILED SEPARATELY FROM THE ITEMS LISTED ABOVE.
APPROPRIATE AMOUNT OF SUITABLE SITE SPOIL SHALL BE SAVED FOR LATER USE AS
BACKFILL.
OTHER SITE SPOIL SHALL BE LEGALLY TRANSPORTED OFFSITE,IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ENSURE THAT THIS ACTION IS CONDUCTED UNDER AN EROSION
CONTROL PERMIT. THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA LAND
QUALITY SECTION'S MOORESVILLE REGIONAL OFFICE AT [phone] BEFORE ANY
SPOIL IS TRANSPORTED OFFSITE. CONTRACTOR WILL BE REQUIRED TO INFORM THE LAND
QUALITY SECTION OF THE LOCATION AND METHOD OF OFFSITE SPOIL DISPOSAL, ALL
PERMITS REQUIRED FOR THE OFFSITE DISPOSAL OF SITE SPOIL IS THE RESPONSIBILTY OF
THE CONTRACTOR.
CONSTRUCTION SURVEY:
EROSION CONTROL:
TOTAL AREA DISTURBED — 29.6 ACRES
SOIL TYPES: MONACAN (Mo).
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN
ACCORDANCE WITH STATE EROSION CONTROL REGULATIONS.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION
ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH
APPLICABLE NCDEO EROSION AND SEDIMENT CONTROL REGULATIONS, THE CONTRACTOR MAY
ADJUST LOCATION OF HAUL ROADS AND SILT FENCE AS NECESSARY AFTER SUCH PROPOSED
CHANGES HAVE BEEN APPROVED BY THE DESIGNER.
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
AND STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL
PERMIT,
CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A RAIN GAUGE ON THE PROJECT SITE
AND FOR RECORDING DAILY RAINFALL AMOUNTS DURING CONSTRUCTION.
SILT FENCE 5H OULD BE LOCATED BETWEEN THE HAUL ROAD AND STREAM WHERE HAUL
ROADS ARE LOCATED NEAR A SECTION OF STREAM THAT WILL NOT BE WORKED ON AS
PART OF THIS PROJECT.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED FOR MAINTENANCE ISSUES
AFTER EVERY RAINFALL, THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
LOCAL OR NCDEQ EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION,
CONSTRUCTION SEQUENCE:
1, STAKE THE STREAM PER SPECIFICATIONS..
2, THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL MEASURES, THE CONTRACTOR
SHALL CLEAR ONLY AS NECESSARY TO INSTALL THESE ITEMS, AND SHALL NOTIFY THE
PROJECT ENGINEER WHEN INSTALLATION OF THESE ITEMS IS COMPLETE FOR INSPECTION
BY THE LOCAL EROSION CONTROL INSPECTOR,
3. WHERE PROPOSED CHANNEL GRADING IS TO BE PERFORMED, EXCAVATE AND STORE
DESIGNATED TOPSOIL, CHANNEL BED MATERIAL, AND TREES THAT CAN BE UTILIZED FOR
CONSTRUCTION OF IN —STREAM STRUCTURES, INCLUDING LOG VANES, JOG J—HOOKS, LOG
RIFFLES, AND TOE WOOD. CLEAR THE LOGS, BRUSH, TREES AND SHRUBS INSIDE THE
CUT LINES. NO TREES OUTSIDE OF THE DESIGNATED AREAS OF EXCAVATION GREATER
THAN 6" DBH ARE TO BE REMOVED WITHOUT DESIGNER'S APPROVAL, SHRUBS AND
TREES THAT ARE TO BE TRANSPLANTED SHALL BE MARKED. THESE SHRUBS AND
TREES SHALL BE SAVED FOR TRANSPLANTING AND STOCKPILED. ALL SHRUBS AND
TREES MARKED TO BE TRANSPLANTED SHALL BE REMOVED ENSURING THAT THE ROOT
MASS IS INTACT.
4, CONSTRUCTION SHALL BE COMPLETED INCLUDING TEMPORARY VEGETATION, EROSION
CONTROL MATTING, LIVE STAKING, MATERIAL TRANSPLANTS (INCLUDING BED MATERIAL),
AND STRUCTURES, THESE SHALL BE APPROVED BY THE DESIGNER PRIOR TO DIVERTING
STREAM FLOWS INTO THE NEW CHANNEL.
5. THE CONTRACTOR SHALL STABILIZE THE SITE AS AREAS ARE BROUGHT UP To FINISHED
GRADE.
6, INSTALL PLANTINGS ACCORDING TO THE PLANTING PLANS.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS
NECESSARY TO OBTAIN A DENSE STAND OF GRASS, ALL DISTURBED AREAS THAT ARE NOT
OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY
UTILITIES:
IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT
SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND
THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION
ACCEPTANCE.
CORRIDOR.
CONTRACTOR SHALL PROVIDE GROUND STABILIZATION ON PERIMETER AREAS AND EXPOSED
UNDERGROUND UTILITIES TO BE TRAVERSED BY CONSTRUCTION EQUIPMENT SHALL BE
SLOPES GREATER THAN 3:1 WITHIN 7 DAYS AND WITHIN 14 DAYS IN ALL OTHER AREAS,
APPROPRIATELY PROTECTED OR BRIDGED TO PREVENT DAMAGE, THE CONTRACTOR
CONTRACTOR TO LIMIT CLEARING TO 1,000 LF PRIOR TO COMPLETING BANK GRADING
SHALL FURNISH ALL PROTECTION CROSSINGS REQUIRED FOR ALL UTILITY CROSSINGS.
AND/OR STABILIZATION. LIMIT REMOVAL OF TREE STUMPS PRIOR TO INITIATION OF BANK
PROTECTION CROSSINGS SHALL BE INSTALLED AS REQUIRED TO PROTECT EXISTING
GRADING.
UTILITIES.
IN THE AREA OF THE DUKE HIGH TRANSMISSION LINE, CONCRETE BARRIERS SHOULD BE
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21
PLACED AROUND THE TOWER (NO CLOSER THAN 10') TO PROTECT THE TOWER,
DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED, TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO ANY UTILITY
FURTHER EROSION AND SEDIMENTATION,
LINES DURING THE CONSTRUCTION PROCESS.
CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS
FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. WHERE SEDIMENT IS
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS
MANNER.
CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE
PLANS AND SPECIFICATIONS, WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN
COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT
SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR
THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL TEMPORARY SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT
SI TE,
ALL HAUL ROAD LOCATIONS ONSITE MAY BE ADJUSTED IN THE FIELD TO PROTECT EXISTING
TREES LARGER THAN 6' DBH. THE FINAL STAKING OF THE HAUL ROADS SHALL BE
APPROVED BY THE DESIGNER BEFORE CLEARING COMMENCES.
CONTRACTOR SHALL ONLY CROSS STREAM AT STABILIZED CROSSINGS AS SHOWN IN PLANS,
CONTRACTOR TO COORDINATE WITH NCDEQ IF ADDITIONAL CROSSINGS ARE NEEDED,
THE STREAM CENTERLINE, BREAK LINES SHOWN, CUT AND FILL LINES, AND LIMITS OF
DISTURBANCE SHOULD BE SET AND STAKED PER THE DRAWINGS. UPON COMPLETION OF
THE CONSTRUCTION STAKING THE DESIGNER MUST INSPECT AND APPROVE THE STAKING SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, TEMPORARY SILT CHECK DAMS, SEDIMENT
BEFORE CONSTRUCTION CAN BEGIN. THE DESIGNER RESERVES THE RIGHT TO ADJUST THE BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS
LOCATION OF THE PROPOSED STREAM CENTERLINE, BREAKLINES, CUTLINES OR ANY HAUL A FIRST STEP IN ANY LAND —DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
ROADS. UPSLOPE LAND DISTURBANCE TAKES PLACE.
TREE PROTECTION:
TREES GREATER THAN 6" DBH OUTSIDE THE CUT LINE ARE NOT To BE REMOVED
WITHOUT THE ENGINEER'S APPROVAL, UNLESS THEY ARE MARKED IN THE PLANS.
CONTRACTOR SHALL PREVENT DAMAGE TO TREES TO REMAIN. IN THE EVENT OF
DAMAGE, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY.
+ REPAIR ROOTS BY CUTTING OFF DAMAGED AREAS AND PAINTING THEM WITH TREE
PAINT SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
+ REPAIR DAMAGE TO BARK BY TRIMMING AROUND DAMAGED AREA, TAPER THE
CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR
MAIN BRANCH. USE A SEPARATE CUT TO AVOID PEELING BARK FROM HEALTHY
AREAS OF THE TREE.
REFER TO THE RODEO EROSION CONTROL MANUAL FOR MORE INFORMATION.
TRAFFIC CONTROL:
ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH). WORK IN THE RIGHT—OF—WAY OR
STATE SYSTEM STREETS MAY REQUIRE ADDITIONAL TRAFFIC CONTROL PROVISIONS, REFER
TO NCDOT WORK ZONE TRAFFIC CONTROL PROGRAM, MUTCD AND NCDOT STANDARD
DRAWINGS.
STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION,
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY TO
CONTROL EXCESS SEDIMENT, IF DETERMINED TO BE NECESSARY BY THE DESIGNER.
GENERAL SEQUENCE:
THE CONTRACTOR SHALL CONSTRUCT NEW CHANNEL SECTIONS TO A STABLE FORM BEFORE
MOVING OUT OF THE WORK AREA. A STABLE FORM SHALL INCLUDE, BUT IS NOT LIMITED TO
THE COMPLETE INSTALLATION OF IN STREAM STRUCTURES, EROSION CONTROL MATTING, AND
TEMPORARY VEGETATION,
PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF
CONSTRUCTION IS PERFORMED DURING THE SEASON SPECIFIED IN THE DRAWINGS AND
SPECIFICATIONS. PERMANENT VEGETATION SHALL BE INSTALLED DURING SPECIFIED PLANTING
SEASONS.
THE CONTRACTOR SHALL FOLLOW OSHA GUIDELINES AND UTILITY OWNER GUIDELINES
WHEN WORKING NEAR UTILITIES.
THE CONTRACTOR SHALL CALL THE "CONTACT ONE —CALL CENTER" BY DIALING 811 OR
1-800-632-4949 BEFORE DIGGING.
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ImMTING LEGEND
TEXT LEGEND:
BFP — BACK FLOW PREVENTOR
BDP — BARDFORD PEAR (TREE)
BRC — BIRCH (TREE)
CATV — CABLE TV BOX
CB — CATCH BASIN
CONC. — CONCRETE
CO — CLEAN OUT
DB — DEED BOOK
DI — DROP INLET
FIR — EXISTING IRON ROD
ELEV — ELEVATION
EMM — EXISTING METAL MONUMENT
EN — EXISTING NAIL
EU — END UNKNOWN
FES — FLARED END SECTION
LIFE — FINISH FLOOR ELEVATION
FH — FIRE HYDRANT
GDP — GUARD POST
GDR — GUARD RAIL
GM — GAS METER
GMKR — GAS MARKER
GP — GUY POLE
GP — GATE
GV — GAS VALVE
GW — GUY WIRE
HVAC — HEATING/COOLING UNIT
INV — INVERT
MA — MAPLE (TREE)
MB — MAP BOOK
MBX — MAILBOX
NIR — NEW IRON ROD
PB — POWER BOX
PG — PAGE
PP — POWER POLE
RCP — REINFORCED CONCRETE PIPE
TB — TELEPHONE BOX
WM — WATER METER
LINE LEGEND:
PROPERTY LINE (NOT SURVEYED)
RIGHT—OF—WAY (NOT SURVEYED)
APPROXIMATE CENTERLINE OF CREEK/BRANCH
GUARD RAIL
UNDER GROUND GAS c c c
UNDERGROUND TELEPHONE Ur Ur U
OVERHEAD POWER OE OE OE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING UNPAVED ROAD
PROP0,5ED PLAN LEGEND
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PROPOSED STREAM TOE
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BB
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PROPOSED OUT LINF
PROPOSED FILL I.INF
x x
PROPOSED OR RFLOCATED FENCE
PROPOSED LOG GROSS VANE
FROPOSED ROOK GROSS VAN
—
PROPOSED LOG J-HQQI'
PROPOSED I.OG SILL&OG STEP
PWoPOSE , ROCK TOE PROT'LCTION
ID ROCK RJFFI.E
PROPOSED At. TERNATiNG I.00 RIFFLE
PROPOSED RIP RAP
PROPOSED CHANNEL FRA..
PROPOSED CHANNEL. BI..00K
PROFILE LEGEND
— — — — — — — .EXISTING GROUND AT PROPOSED GENTERL�NE
R F..XISTIN0 GROUND AT PROPOSED) RIGHT BANK FFJL
EXISTING GFROUNO AT PROPOSPG UFF- 3ANKFl1i,€,,
PROPOSED CHANNEL BOTTOM
— — — — — — — PROPOSED CHANNEL FANKFUI.L.
PROPOSED EROSION CONTROL LEGEND
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V F_NTRANCE/EXiT
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PROPOSED GROUND, BANK HEAD OF RIFFLE
PROTECTED PER MATTING DETAIL SEE PLAN AND PROFILE [
SHEETS FOR ELEVATION
St1'.1: k3.F.nllil S[i f:OliAi Y'
TAIL OF RIFFLE
Q�P 1=1I = = = = = RIFFLE GLADE RiF LE SEE PLAN AND PROFILE
QUO = = = = = = DEPTH SHEETS FOR ELEVATION
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3"-6" ABOVE 50 = POOL
BASE FLOW - I
_ _ = RIFFLE MATERIAL —
OIF� 1III—IIISECTION B-B EXTEND RIFFLE ABOVE TOE OF
IF OI III
HEIGHT SLOPE EQUIVALENT TO 25% ^\
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SHALL BE AT GRADE AND III 111 I
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- III � TOE OF SLOPE
RIFFLE MATERIAL
PROPOSED GROUND, BANK RIFFLE
RIFFLE SECTION PROTECTED PER MATTING DETAIL eoPTOM �D H
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WELL -GRADED MIX OF
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FLUSH WITH BANK TOE OF SLOPE
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BANKFULL
POOL SECTION
PLAN VIEW
NOTES:
ES. NOTES,
1. MAJORITY OF BRUSH SHOULD BE 0.5-2.0" IN DIAMETER AND NO LARGER THAN
1. ROCK TOE TO BE PLACED ON TOP OF COIR MATTING 6" AND EXTEND INTO THE BANK 2 FEET ON EACH SIDE. WOODY MATERIAL
SHALL BE VARYING DIAMETER TO ALLOW MATERIAL TO BE COMPACTED. o -
2. PLACE LOGS AND WOOD DEBRIS WITH MINIMAL GAPS. A LAYER OF ON -SITE ^,
CHANNEL MATERIAL SHOULD BE APPLIED TO FILL VOIDS IN BRUSH AND LOGS
PRIOR TO THE INSTALLATION OF ADDITIONAL LAYERS.
3. BOULDERS TO BE PLACED AS SPECIFIED ON PLANS S - -
3
3
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

HEAD OF SEE PLANS FOR ELEVATION
RIFFLE
SEE PLAN AND PROFILE SHEETS FOR LOG
ELEVATIONS. LOG TO REMAIN WET, MAX. RIFFLE TOE OF RIFFLE
DROP ACROSS LOG NOT TO EXCEED 0.1'.
DESIGN BANKFULL
"FLOW POOL DEPTH POOL O
EXTEND RIP -RAP SEE PLAN
BACKFILL MATERIAL O 5' MIN UPSTREAM AND PROFILE
0 OO INTO GLIDE
0 = = EXTEND RIFFLE 10'
O = - __ SECTION A -A MIN INTO RUN
EXCAVATED POOL SLOP
�\
PER PROFILE LOG SLOPE _
LOW AREA,_TYP I I _� _ EXTEND BOULDER AND RIFFLE
SECTION B B ABOVE THE TOE OF SLOPE - �^
NAIL ALL UPSTREAM FACES OF LOGS WITH TYPE II FABRIC, TYP. EQUIVALENT TO 25% BANKFULL
SEE PROJECT SPECIAL PROVISIONS DEPTH CONSTRUCT RIFFLE WITH 1.0' DEEP
SECTION A -A COIR FIBER APPROXII MATE LY110?C STIRIP-RAP,
KS, R RANCHEES •
MATTING (TYP) 0.5' MIN. LESS THAN 4" IN DIAMETER, AND LEAF
PACK.
00
00 t��g7�J 0 °
TOP OF ° °og°�8°3�
BANK TOE OF SLOPE
BOULDERS TO BE BURIED AND PLACED AT S SEE PLAN AND PROFILE SHEETS
EDGE OF WATER PARTIALLY INTO THE BANK FOR SPACING BETWEEN LOGS SECURE COLD MATTING
EXcnvaTED POOL PER
PROFILE SECTION B—B UNDER RIP RAP
1 I
BANKFU eL a a )� e a BANKFULL
u°
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TOE of SLOPE � LTOEsLOPE
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TOE OF SLOPE o TOE OF SLOPE COBBLE/SAND, TO% OF RIFFLE
0 MATERIAL CAN BE MULCH/SMALLBANKFULL OBANKFULL`BRUSH FROM ON -SITE E�ecDDED ;
LENGTH BOULDER AND ROCK TOE PROTECTION °=o°�S o°
NAIL ALL UPSTREAM FACES IYh'' ° o o - 3
)F LOGS WITH TYPE II FABRIC, \ \ ` { \ \ ` WHERE NORMAL WATER MEETS THE BANKS
ANCHOR BOULDER � ° 0°8° 00°0 �O 'g08
PLAN VIEW GE „111
00 00 NQTES;
og 8° U S
� 00 ° 1. LOG DIAMETER SHOULD BE 8"-12."
E A 0 OC 0 00 A 2. LOGS FOR REACH 1 AND REACH 2 SHOULD BE 8' LONG.
° FOR REACH 3, LOGS SHOULD BE 9' LONG.
�°g° °
NOTES: °° °00 8co° o s N .
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST UPSTREAM LOG SILL IN °(r° ow
THE CONSTRUCTED RIFFLE ��� o° C4 °�8°0 o N •`• _
LAY LOGS AT 0% SLOPE o o ¢
2. BOULDERS SHALL BE USED TO ANCHOR LOGS IF NEEDED. �OOTgg o
3. THE LOG SILL SHALL ALL BE DESIGNED TO BE SUBMERGED OR COVERED AT 0°8 800 o°
LOW FLOWS. p0bc °g80� 0 0
4. LOGS SHOULD BE 8"-12" DIAMETER. °00 g 0 00
m �00°0
B
O
PLAN VIEW
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kmowwnars below.
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL RE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

SEE PLAN AND PROFILE SHEETS FOR BOULDER, TYP. SEE
ELEVATION. LOG TO REMAIN WET, MAX PROFILE FOR ELEVATION
DROP ACROSS LOG NOT TO EXCEED 0.1'.
SCOUR PROTECTION
SCOUR PROTECTION TYPE II FABRIC 1/3 POOL LENGTH StF.1: k3.F.nllil S[f fA..)lV
FLOW 1/3 POOL LENGTH OR 2' MIN.
—�� OR 2' MIN.
LOG
GLIUE RIFFLE VANEE] L-o
OW
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T
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VARIABLE RIFFLE, SEE POOL
SEPARATE DETAIL MBACKFILL
ATERIAL 0 ��
SILL AND BACKFILL DEPTH
SCOUR PROTECTION DEPTH 2.0' MINo S UR P ECTION DEPTH
BACKFILL MATERIAL
2' MIN.
TYPE II FABRIC, SECTION A -A
NAIL FABRIC TO BACK OF LOG.
SECTION A -A D LENGTH AT
ANELBDEEATION EQUAL
TO BANKFULL
HEADER BOULDER
COVER UPSTREAM FACES FOOTER BOULDER
WITH TYPE II FABRIC AND
NAIL TO BACK OF LOG VANE.
EMBEDDED
LENGTH INTO
` CHANNEL 2' MIN.
—a
u BANKFULL
°
EMBEDDED -- ANGL
LENGTH 1/q TOE OF SLOPE -\
BASE FLOW A VANE LENGTHOF
\
FIT
TOE OF SLOPE '/2 POOL
- A -o -- ABASE FLOW
FLOW ANCHOR LOG BY PINNING
L ���CY titi� POOL BASE1/ PLow WITH HEADER BOULDER
o
T
TOE OF SLOPE--- -----�
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SCOUR PROTECTIO
CONSTRUCTED OR
VARIABLE RIFFLE, SEE ROCK BANKFULL
LENGTH
SEPARATE DETAIL eH ,, f+•• �'. ,•
EXTEND BACKFILL MATERIAL
O.2' ABOVE TOE OF SLOPE '
ll llr •'•.2Ef CLPUOV�,.�.
BACKFILL MATERIAL f f PLAN VIEW
MIN.
E
PLAN VIEW
NOTES:
z,
1. ELEVATION CONTROL POINTS SHALL BE DESIGNATED AT THE UPSTREAM N 3 0 .:
INVERT (CENTER) OF THE CROSS VANE TO ESTABLISH PART OF THE PROFILE.
POOL ELEVATION CONTROL POINTS OR EXCAVATION TO A SPECIFIED MAXIMUM
POOL DEPTH SHALL BE DESIGNATED TO ESTABLISH THE REMAINING PROFILE.
SURVEY OF CONTROL POINTS SHALL BE REQUIRED TO ESTABLISH ACCURATE
�7 CROSS VANE INSTALLATION WITHIN THE TOLERANCE SPECIFIED BY THE
iVOTI.s, 2 DESIo
00 ER BOULDER IS REQUIRED IF BOULDER DEPTH IS LESS THAN DESIGN
NOTES:
Ai LOG SILL MAY BE USED ALONE OR IN COMBINATION WITH A CONSTRUCTED POOL DEPTH.
_ OR VARIABLE RIFFLE. 3. BOULDERS SHOULD HAVE 2' MIN. DEPTH.
2. LOG TO REMAIN WET, MAX DROP ACROSS LOG NOT TO EXCEED 0.1 FT. 4. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE VANE ARM TIES INTO o
3. THE USE OF LOGS IN THE STREAM BED SHALL BE LIMITED TO PERENNIAL THE BANK. n ^'.
WATERBODIES ONLY. 5. POOL DEPTH SHOULD BE ACCORDING TO PROFILE AND TYPICAL SECTIONS.
4. NO PART OF THE SILL SHALL BE PLACED ABOVE THE ELEVATION OF THE 6. LOGS SHOULD BE 8"-12' DIAMETER. '^ - _
UPSTREAM AND//OR ADJACENT STREAM BED. o
5. A HEADER/Fo07ER LOG COMBINATION MAY BE USED IN LIEU OF A SINGLE
LOG. IF A HEADER/FOOTER LOG IS USED, LOG USED NEED TO BE
CONNECTED/PINNED TOGETHER USING ////3 REBAR OR SIMILAR.
6. POOL DEPTH SHOULD BE PER THE PR6FILE.
7. LOGS SHOULD BE 8"-12" DIAMETER.
3
kmowwhats below.
Call before you dig,
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

y
HEADER BOULDER
SEE PLAN AND PROFILE HEADER BOULDER [
SHEETS FOR ELEVATION SEE PLANS FOR ELEVATION,
STEP SPACING BOULDER STEP MAY BE
FLOW ELIMINATED AS DIRECTED. NON OVEN cF FABRIC
T FABRIC. TYP.
--wy TYPE II FABRIC
NAIL FILTER FABBRIC TO BACK OF LOG
St1'.1: k3.F.nllil S[i f:OliAi Y'
TYPE II FABRIC SCOUR PROTECTION
RIFFLE POOL LENGTH OR 2' MIN. RIFFLE 1
"-12' WELL GRADED MIX INCLUDING
GLIDE T STONE AND NATURAL CHANNEL
MATERIAL, 12DEEP LOG VANE
O SCOUR CROSS LOG O
POOL FLOW
CONSTRUCTED RIFFLE,
SEE SEPARATE DETAIL 2
BOULDER AND
BACKFILL DEPTH 2' MIN. SCOUR PROTECTION �\
DEPTH
BACKFILL MATERIAL BOULDERS SHOULD NOT BE GAPPED RED
OR HAVE ANY SIGNIFICANT SPACES, o
FILL VOIDS WITH STONE
SECTION A -A 7ERCAVATED POOH
SEE TYPICAL SECTIONS FOR DEPTH
2.0' COMPACTED BRUSH •
BOULDER STEP MAY BE SECTION A -A
_ ELIMINATED AS DIRECTED
STEP SPACING
COVER UPSTREAM FACES
WITH TYPE II FABRIC PC
BANKFULL
B B VANE
ANGLE
TOE OF SLOPE
AND LENGTH
A
A NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE VANE ARM TIES INTO THE BANK.
2/3 BASE oO �OO� O� 2. BACKFILL MIX TO BE USED TO REDUCE VOIDS BETWEEN LOGS.
FLOW POOL 3, ALL LOGS TO BE HARDWOOD SPECIES, 8"-10" DIAMETER MINIMUMFLOW
C CC CC
o TOE OF SLOPE
BANKFULL e
o
/2 1/2
CONSTRUCTED OR VARIABLE BACKFILL BASE FLOW BASE FLOW
RIFFLE, SEE SEPARATE DETAIL MATERIAL
`� _�• -
HEADER BOULDER EMBEDDED LENGTH m
o ~
SEE PLANS FOR ELEVATION w
HEIGHT ABOVE HEADER z A - ;;y •k• fec
CUT LOGS TO MAKE FLUSH CONNECTION. f CLG� .
PLAN VIEW CONNECT END OF LOGS TOGETHER.
OVERLAP FABRIC f•
ARM
LENGTH
NAIL ALL UPSTREAM FACES
a �0'0 OF LOGS WITH NONWOVEN
NOTES: o GEOTEXTILE FABRIC, TYP,
o _
1. ELEVATION CONTROL POINTS SHALL BE DESIGNATED AT THE UPSTREAM CROSS LOG
INVERT (CENTER) OF THE CROSS VANE TO ESTABLISH PART OF THE PROFILE. BACKFILL (TYP), ow
POOL ELEVATION CONTROL POINTS OR EXCAVATION TO A SPECIFIED MAXIMUM SEE SEPARATE DETAIL o 3 ;
POOL DEPTH SHALL BE DESIGNATED TO ESTABLISH THE REMAINING PROFILE. �oC� VYo�
10"-12" GALVANIZED NAIL
SURVEY OF CONTROL POINTS SHALL BE REQUIRED TO ESTABLISH ACCURATE o / VC
CROSS VANE INSTALLATION WITHIN THE TOLERANCE SPECIFIED BY THE
DESIGNER. I
2. A ROOTER BOULDER IS REQUIRED IF BOULDER DEPTH IS LESS THAN DESIGN LOG VANE
POOL DEPTH.
o 3. BOULDERS SHOULD HAVE 2' MIN. DEPTH. O P OL/
4. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE VANE ARM TIES INTO
_ THE BANK.
5. POOL DEPTH SHOULD BE ACCORDING TO PROFILE. po
SILL LOG
A vN N
0
TIE VANE ARM INTO
INNER BERM ELEVATION
KEY IN VANE TO BANK A
POOL EXCAVATED PER PROFILE MINIMUM OF 4.D'
OR DIRECTION OF ENGINEER PLAN VIEW
3
kmowwhatS below.
Call before you dig.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

BASE/NORMAL BACKFILL COIR MATTING
FLOW ELEVATION BANKFULL (TYP.) SEE DETAIL NEW STREAMBANK SHALL
STREAM GRADING MATCH TYPICAL TYPE II BE TREATED PER PLANS 1.5'uN Fw�sH OTED GRAOEAOKFlLL [
PER PLAN DIMENSIONS FABRIC COMPACTED OR SPECIFICATIONS
BACKFILL roP w1oiH�
6" MAX ABOVE EXTEND CHANNEL PLUG / stF.1: k3.F.n'TsiI S[r f:O11AiY
BASE FLOW MIN. OF 1' BEYOND INVERT
OF EXISTING CHANNEL / /
HEIGHT �©
= 18' MI
POOL
� COMPACTED
L Y<0--� PROPOSED PLUG COMPACTED BACKFILL
EXCAVATED POOL Iti
PER PROFILE CHANNEL IN 1.0' LIFTS
WRAP COIR MATTING 6°�� <y�� SECTION A -A
PRIOR TO PLACING BACKFILL \
COMPACTED
BACKFILL
BRUSH LAID PERPENDICULAR
TO FLOW. ]...
L
SECTION A —A
T
O
EXTEND CHANNEL PLUG MIN.
OF 1.0' BEYOND LIMITS OF dL LY�
EXISTING CHANNEL �NC7TES
wIOTHL O 1. CHANNEL PLUGS SHALL BE INSTALLED AT LOCATIONS INDICATED ON THE
o w J PLANS WHERE THE PROPOSED CHANNEL ALIGNMENT DIVERGES FROM THE
w l o EXISTING CHANNEL ALIGNMENT. CHANNEL PLUGS SHALL BE OF SUFFICIENT
o 1 y DESIGN TO PREVENT CHANNEL FLOW FROM REVERTING BACK INTO THE
PLAN VIEW ORIGINAL ALIGNMENT.
BRUSH SHOWN i �' 4o a 2. THE MATERIAL USED IN THE CHANNEL PLUG SHALL BE SUCH THAT THE
FOR ILLUSTRATIVE "o PLASTICITY INDEX SHALL EQUAL OR EXCEED THAT OF THE NATURAL SOILS
PURPOSES ONLY o SURROUNDING THE STREAM. THE MATERIAL IN THE CHANNEL PLUG SHALL BE
o COMPACTED TO A DENSITY OF AT LEAST 90% AS OBTAINED BY COMPACTING A
SAMPLE OF MATERIAL IN ACCORDANCE WITH AASHTO T99. LIFT THICKNESS
SHALL NOT EXCEED 1.0 FOOT. COMPACTION SHALL BE ACHIEVED BY HEAVY
i EQUIPMENT OR COMPACTION EQUIPMENT. ORGANIC MATERIAL IN THE PLUG
q SHALL NOT EXCEED 10% OF THE TOTAL VOLUME OF FILL USED.
hx
%y POOL PER
PROFILE
POOLS � LENGTHY
T TT �Iv
65% BRUSH (STICKS/ SEE PLANS FOR
LEAVES/BRANCHES) 25% aEXTENTS OF TOE WOOD
ON -SITE EARTH MATERIAL, A��
10% 2"-10" RIP RAP o
O
TIE TO
PROPOSED TOP 2-12" RIP R
OF BANK
PLAN VIEW
TIE To
PROPOSED TOP
OF BANK o ''
_ EXISTING SANITARY -"
SEWER PIPE (TYP11 OEM
M = S:
OTES2-12" RIP RAP WITH /57 STONE a o
p
f `i1. BRUSHSHALL BE A VARIETY OF DIAMETERS AND SHALL BE LAID GENERALLY ROCK SHOULD BE SET FLUSH TO FINAL GRADE
PERPENDICULAR TO FLOW AND COMPACTED BY DIRT. (SEE PROFILE SHEETS), CHANNEL SHOULD BE
2. LAYERS SHALL BE 65% BRUSH OF A VARIETY OF SIZES WITH 25% ON SITE FILTER FABRIC OVER DUG BY 1'-2' TO ACCOMMODATE ROCK.
MATERIAL FILLING VOIDS AND 10% 2"-10" RIP RAP. (IF SDEGRADE SANITARY SEWER CROSSING, THE
3. BRUSH SHOULD BE BROUGHT UP IN 6"-8" LIFTS, CONTRACTOR SHALL VERIFY PIPE DEPTH BEFORE
4. GRADING ABOVE THE TOE WOOD IS PER THE TYPICAL SECTION AND/OR AND CHANNEL GRADING ABOVE).
GRADING PLAN.
SECTION A —A �
A�J
PLAN
Not to Scale
�4.aI below.
Call before you dig,
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RETAIN ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL RE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

Call before you dig.

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GROUND STAWL17AVON AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE W"
Tempmry Swbiaasion
Permanent Stahitization
• Temporary grass seed covered with straw or
s Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and taclofrers
• Hydroseeding
r Gectextile fabrics such as pe rma rent soil
■ Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeciing
■ Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
r Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
EQiJiPMENTAND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids_
UTTER, BUILDING MATE WALAND LAND CLEARtf G WASTE
?. Never cury or buff waste. Place €iYYer ar:d debris:h aepruved was!e container
2. provide a sufficient_ number a-d size of waste containers (e.g dumpster, _rash
receutacie) on site to contain co-6,ruct:on and domest't wastes.
3. Loxate waste containers at least 50 feet away from storm drain inlets and surfa
waters unless no other aEternatives are reasonably avaIEable.
4. Locate waste containers on areas t^at do not receive substantial amounts of f;,
from upland areas and does not drain directly to a storm drain, stream or wets.
5. Cover waste containers at the end of each workday ancd before storm events a
provide secondary eontairmert_ repair or replace damaged waste eon=.others.
6. Anchor alt ksghtweigh:':ter s ir. waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up imsrtediateiy
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste container
PAI NT AND OTH ER UQU1D WASTE
DO not durnp pain[ and otter liqui3 waste intostorr drains, strearns or wetiarvis.
2. Locate paint was;icI at Seast 50 feet away from storm drain inlets and surface
waters unless no otter a€ternatives are reas:maNy avaiiable.
3. Contain liquid wastes Ina controlled area.
E. Con_air merit must be €abeled, sized and placed appropriately fox- the needs of site.
`a. Prevr:nt the discharge of soaps, solvents, detergents and other liquid Wastes'folr+
EARTHEN STOCKP33.E MANAGEMENT
snow st:,ckpile vocations nn plans. !orate earthen -material stoc?pi€e are=
50 feet away from storm drain Wets, sediment basins, perimeter sedirrei
and surface wa.ess unless it can be show.n..no other a3ternatves are reasc
available.
Protect stockpi€e with si`:t fence installed along toe of s€ope with a noniron
five feet'rom the toe o! stockpile.
Pfovide stable stone access point when feasible.
Stabilize stockpile within the time€rames provided on this sheet and in au
with the approved p€an and any additional requirements. Soil stabilizatso
as vegetative, physical or chemica3 coverage techniques thal, wll€ restrain
erc,52on on disturbed soils for temporary or permanent control needs.
7-
9.
9-
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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•'O�Ef CLPUO��,.�•
NCC.iDI (3'ROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE. 04/0 ./1.91
i4.owwhats below.
Call before you dig.

2
MAINTENANCE:
5� �1
INSPECT CHECK DAMS AND CHANNELS AT
WEEKLY AND AFTER EACH SIGNIFICANT
10' 5•
(L(EAST
R INCH VENT AND
PAIR MMEDIATELY.OR ) CLEAN CUTRAINFALL E SEDIMENT,
STRAW, LIMBS, OR OTHER DEBRIS THAT
COULD CLOG THE CHANNEL WHEN NEEDED.
a
OO°
ANTICIPATE SUBMERGENCE AND DEPOSITION
ABOVE THE CHECK DAM AND EROSION FROM
CROSS SECTION HIGH FLOWS AROUND THE EDGES OF THE DAM
CORRECT ALL DAMAGE IMMEDIATELY. IF
O
SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
ADDITIONAL MEASURES CAN BE TAKE SUCH
- T
AS, INSTALLING A PROTECTIVE RIPRAP LINER
y
IN THAT PORTION OF THE CHANNEL
_
(PRACTICE 6.31, RIPRAP-LINE AND PAVED
CHANNELS)
^\
TOP VIEW
1
REMOVE SEDIMENT ACCUMULATED BEHIND THE
DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL
/1 1
TO DRAIN THROUGH THE STONE CHECK DAM,
V/
AND PREVENT LARGE FLOWS FROM CARRYING
NOTES:
FRONT VIEWVV
SEDIMENT OVER THE DAM. ADD STONES TO
DAMS AS NEEDED TO MAINTAIN DESIGN
HEIGHT AND CROSS SECTION.
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
•
BASE FLOW.
2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO
NOT EXCAVATE CHANNEL BOTTOM.
3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION
ROAD DOES NOT ENTER EXISTING CHANNEL.
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE
Not to Scale
EDGE OF THE MUD MAT.
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP
ANGLE ACCORDING TO THE EQUIPMENT UTILIZED.
7. MUST BE REMOVED IF STORN EVENT IS PREDICTED.
MAINTENANCE:
MAINTENANCE:
1. INSPECT TEMPORARY STREAM CROSSINGS AFTER
RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN
CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP
DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY
INSPECT SEDIMENT FENCES AT LEAST ONCE A
WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
TO PREVENT FURTHER DAMAGE TO THE INSTALLATION.
SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME
i
INEFFECTIVE, REPLACE IT PROMPTLY.
N REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE
1TTFH_
ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEAN OUT.
-
REMOVE ALL FENCING MATERIAL AND
_-
UNSTABLE SEDIMENT DEPOSITS AND BRING
-
I
THE AREA GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN
-�
PROPERLY STABILIZED.
FRONT VIEW
�II�>� VIEW
NOTES:
* FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 STONE
FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN.
1. USEISILT FENCE ONLY WHEN
DRASAGE AREA DOES NOT
EXCEED 1/4 ACRE AND NEVER
N AREAS OF CONCENTRATED
FLOW.
=
i =
;y k• fec
.,�.iEf CLPUOV�``O,•
2. END OF SILT FENCE NEEDS
TO BE TURNED UPHILL.
gL MAX
6: 1 MAk
NOTES:
MAINTENANCE:
z
O
-
1.
A STABILIZED PAD OF CRUSHED STONE SHALL
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO
—
BE LOCATED WHERE TRAFFIC WILL BE ENTERING
PREVENT MUD OR SEDIMENT FROM LEAVING
OR LEAVING A CONSTRUCTION SITE TO OR
THE CONSTRUCTION SITE. THIS MAY REQUIRE
P`J
FROM A PUBLIC STREET.
PERIODIC TOPDRESSING WITH 2-INCH STONE.
0
c,� op
2.
3.
STONE TO BE 2-3 INCH WASHED STONE.
THE ENTRANCE SHALL BE MAINTAINED IN A
AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND
0�
CONDITION WHICH WILL PREVENT TRACKING OR
CLEAN IT OUT AS NECESSARY. IMMEDIATELY
CJ
FLOWING OF SEDIMENT ONTO PUBLIC STREETS
REMOVE ALL OBJECTIONABLE MATERIALS
NOTES:
Sao°srW4,
q q q
Sdao �¢Wao �¢W°
v
4.
OF EXISTING PAVEMENT. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR
AND//OR CLEANOUT OF ANY MEASURES USED
TO 1 RAP SEDIMENT
ALL SEDIMENT SPILLED, DROPPED, WASHED OR
SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
o
">
3
s
_-
_
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO
NOT EXCAVATE CHANNEL BOTTOM.
3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION
ROAD DOES NOT ENTER EXISTING CHANNEL.
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE
EDGE OF THE MUD MAT.
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP
ANGLE ACCORDING TO THE EQUIPMENT UTILIZED.
°o ev roaoe ov roaoe a
o�°auss°o a �sz°ss°o a
v oQ op oQ
R
4P°
PLAN
5.
6.
7.
TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.
WHEN NEC CESSARY WHEELS MUST BE CLEANED
TO REMOVE SEDIMENT PRIOR TO ENTERING A
PUBLIC STREET. WHEN WASHING IS REQUIRED,
IT SHALL BE DONE ON AN AREA STABILLIZED
WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
FILTER FABRIC SHALL BE PLACED UNDER THE
ENTRANCE BIT AND SHALL BE MIRAFI 500 OR
EQUIVALENT.
ASPHALT APRON MAY BE REQUIRED PER
MAINTENANCE:
NCDOT, AS DIRECTED BY ENGINEER. THE APRON
SHALL EXTEND A MINIMUM OF 5C' PAST THE
EDGE OF PAVEMENT. THE ASPHALT APRON
1. INSPECT TEMPORARY STREAM CROSSINGS AFTER
NOTE: ENTRANCE WILL BE DESIGNED FOR 54-30,
SHALL INCLUDE 4: INTERMEDIATE AND 4' BASE
RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN
COURSE.
CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP
DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY
TO PREVENT FURTHER DAMAGE TO THE INSTALLATION.
�4.aI below.
Call before you dig,
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER
RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL RE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

FLOODPLAIN/EXISTING
GROUND
TOP OF BANK SPECIAL STILLING 8" STONE OR APPROVED PROTECT UPSTREAM SIDE OF IMPERVIOUS n
MATTING STAKE (TYP) BASIN (SEE NOTE 7) ALTERNATIVEPOLYETHYLENE WITH SANDBAGS, RIP-RAPOR OTHER NON -ERODIBLE MATERIALAPPROXIMATETEMPORARY FLEXIBLE HOSE BASE FLOW rj i3P WIDTH
WATER SURFACE s.o' MIN.
�Q`pe — FLOW FLOW PLATE WITH IMPERVIOUS
TOE OF
o -"' POLYETHYLENE
e ` - BANK - 2 MAX. MEMBRANE, 20 MIL THICK
MATTING III— III —III III=III=III=III I� HEICHr f/z eKP o o AREA
_ �1
IiII—_III_ DEPTH MIN. OR WSE + 1.0' DRY
TYPE II FABRIC A EA r_«
-III11 1 EXISTING STREAM BED L—©
SPECIAL `,7`TILLIN�' R7A`,7`If'€ TRENCH IN FABRIC CLASS I RIP -RAP OR O
MIN, 1 FOOT
OTHER APPROVED T
- TOE OF SLOPE TYPE II FABRIC
NON -ERODIBLE MATERIAL 2
/APPROXIMATE
5 GTION A -A MATTING ANCHOR, SEE DETAIL THIS SHEET BASE TEMPORARY FLEXIBLE IMPERVIOU5 DIKE
FLOW WATER LEVEL ANCHOR BELOW NORMAL WATER. HOSE, TYP.
s" ovERLaP I TEMPORARY FLEXIBLE
•
I� TOP STAKE (TYP) - 18" SPACING HOSE (SEEOTE 8)
EXISTING STREAM
CHANNEL I
RIP -RAP
ID PONDED WATER =III
SPLASH PAD/STABILIZED
LET THISS OUTLET
_
TOP OF BANK IMPERVIOUS DIKE,
TYP.
MATTING EDGE DRY WORK AREA DEWATERING =III (
PUMP FOR SPLASH PAD
SEDIMENT LADEN LENGTH TYPE II FABRIC
-- -- WATER WITHIN
s ovERLaP WORK AREA
TEMPORARY $TASILIZED OUTLET
SPECIAL STILLING BASIN
WITH STABILIZED OUTLET
MATTING STAKE (TYP)- 3'
SPACING WITH ALTERNATING
PATTERN BETWEEN ROWS
ULDeR>E-Q STREAM
APPROXIMATE BASE BYPASS PUMP A BASE FLOW
FLOW WATER LEVEL FOR CLEAN UPSTREAM FLDw —
CHANNEL BASE FLOW _
ANCHOR STAKE (TYP) / v
2' SPACING-2DIRECTION TOE OF IMPERVIOUS
6" OMERLAP
OF FLOW SLOPE DIKE, TYP. BY-PASS PUMP OUTLET WITH
TEMPORARY STABILIZED
PLAN VIEW FLAN VIEW OUTLET, TYP.
1" X 1" (NOMINAL) 1" X 1" (NOMINAL) f +
TOE ANCHOR WOODEN STAKE
?9�k. fee
00,
V.
1s" ,. 12•• ,.
NOTES:
*GALVANIZED NAIL MAY BE *GALVANIZED NAIL MAY BE 3 o a`
1. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW. N •'•
USED IN LIEU OF THE NOTCH, USED IN LIEU OF THE NOTCH, 2. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED a o
THE SAME WORKING DAY. WATER FILLED COFFER DAMS CAN BE USED IN
TOE ANCHOR STAKE - OPTION 3 PLACE OF IMPERVIOUS DIKES.
3. MAINTENANCE OF STREAM FLOW OPERATION SHALL BE INCIDENTAL TO THE
WORK. THIS INCLUDES PUMPS AND HOSES.
4. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK
AREA.
5. GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING, PRIOR TO o _
PREDICTED RAIN FALL EVENTS. THE EXIT LOCATION SHALL BE CHOSEN TO
PREVENT EROSION.
6. GRAVITY -BASED GEOTEXTILE BAG (SPECIAL STILLING BASIN) FILTERS SHALL w _- _
BE USED TO COLLECT SILT AND SEDIMENT FROM WORK AREA DEWATERING. S
7, A STABILIZED OUTLET SHALL BE USED TO CONTROL THE EFFLUENT FROM ALL
PUMPING OPERATIONS, UNLESS NATIVE STREAMBED STONE MATERIAL IS
DEEMED SUITABLE BY DESIGNER AT DISCHARGE LOCATION.
1. THE SLOPE AND OR STREAM BANK SHALL BE PREPARED GRADED, TILLED, 8. TYPE II FABRIC SHALL BE USED UNDERNEATH ALL STONE/RIP-RAP PLACED
/ ( FOR SEDIMENT BAGS, STABILIZED OUTLETS, AND SPLASH PADS.
SMOOTHED, ETC.) AND SEEDED AND MULCHED AS SPECIFIED BY THE DESIGNER 9. REFER TO THE PROJECT SPECIFICATION FOR ADDITIONAL NOTES.
PRIOR TO THE PLACEMENT OF THE MATTING. 10. DAILY CONSTRUCTION AREA TO BE STABILIZED BY THE END OF THE DAY.
2. THE MATTING SHALL BE INSTALLED SO AS TO NOT BE IN TENSION, BUT BE MAY VARY IN SIZE FROM TOTAL WORK AREA.
PLACED NEATLY, FLUSH AGAINST THE SOIL, AND WITH NO GAPS OR WRINKLES.
3. MATTING SHALL BE NEATLY SECURED AROUND ANY PROJECT STRUCTURES,
STRUCTURE ARMS, AND/OR SILLS TO PREVENT ANY LOOSE OR FRAYED EDGES.
4. THERE SHALL BE NO LOOSE ENDS OR UNSECURED MATTING ON THE COMPLETED
WORK.
kmowwnars below.
Call before you dig,
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL RE WITHOUT LIABILITY 70 KIMLEY—HORN AND ASSOCIATES, INC.

14+50
700
696
692
688
684
680
676
672
668
664
660
700
696
692
688
684
680
676
672
668
6664
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 10060
70
70
69
69
68
68
68
67
67
66
12+80
4
704
0
700
6
696
2
692
8
688
4
-
684
6
676
2
672
/
8
-- -
-
66ii68
4100 -90
-80
-70
-50
-50
-40
-30
-20
-10
0 10
20
30
40
50
60
70
80
90
10064
11+50
704
700
696
692
688
684
680
676
672
668
664
704
700
696
692
688
684
680
676
120
672
668 10
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 10b64 ,
0 WA
0 10 20
�4.owwhats below.
Call before you dig.
SCALE

18+00
92
,88
84
,72
64
ir
6011n _an _Rn _7n _Fn _Fn _In _zn _In _1n n 1n on In 4n 'In an 7n 1, an
17+00
92
,88
84
,72
i
68
_
64
601 nn
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—An
—7n
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—5n
—4n
—7n
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n
in
9n
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Fin
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an
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16+00
92
88
84
72
�68
64
;601 nn —9n
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—71
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—In
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n
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do
In
I 7n
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1(
700
696
692
688
684
680
676
672
668
664
560
700
696
692
688
684
680
676
672
668
664
660
l
20
i
10 9R.
0
0 10 20
�4.owwhats below.
Call before you dig.
SCALE

21+00
700
696
692
688
684
680
676
672
668
664
660
700
696
692
688
684
680
676
672
668
664
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 50 70 80 90 10b60
19+60
700
696
692
688
584
680
676
672
668
664
660100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
18+70
700
696
692
688
684
680
676
672
668
664
660
700
595
592
588
584
_-_--_--- - 580
7 575
572
668
664
10 20 30 40 50 60 70 80 90 10060
700
696
692
688
684
680
676
672
120
668
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24+50
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28+50
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700
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6
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6
6
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46+80
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51+50
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SCALE

692
688
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SCALE

692
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SCALE

62,30
692
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668
664
660
656
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680
676
672
668
664
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30
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50
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70
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20
4
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Call before you dig.
SCALE