NC0024228_site plans_20140407

BY: BOBBY.TUCKER
PLOT DATE: 4/7/2014 2:04 PM
NO. ISSUED FOR
VICINITY MAP
NTS
SHEET I\DEX
SR-801
COVER SHEET
SR-802
SHEET LAYOUT
SR-803
NOTES AND TABLES
SR-804
DETAILS SHEET
SR-805
DETAILS SHEET
SR-806
NC109 POOL — PLAN & PROFILE
SR-807
NC109 POOL — PLAN & PROFILE
SR-808
NC109 POOL — CROSS SECTIONS
SR-809
NC109 POOL — CROSS SECTIONS
SR-810
BALL RD. POOL — PLAN & PROFILE
SR-811
BALL RD. POOL — PLAN & PROFILE
SR-812
BALL RD. POOL — CROSS SECTIONS
SR-813
BALL RD. POOL — CROSS SECTIONS
SR-814
KANOY RD. POOL — PLAN & PROFILE
SR-815
KANOY RD. POOL — PLAN & PROFILE
SR-816
KANOY RD. POOL — CROSS SECTIONS
SR-817
KANOY RD. POOL — CROSS SECTIONS
SR-818
SURVEY CONTROL SHEET
SR-819
SURVEY CONTROL SHEET
SR-820
LANDSCAPE SHEET
SR-821
LANDSCAPE SHEET
SR-822
NC109 POOL — E&SC PLAN
SR-823
BALL RD. POOL — E&SC PLAN
SR-824
KANOY RD. POOL — E&SC PLAN
SR-825
E&SC DETAILS
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
JDE
APPROVED
RICH FORK CREEK RESTORATION
FOR
RICH FORK CREEK
DAVIDSON COUNTY, N.C.
DECEMBER, 2010
LOCATION MAP
NOT FOR
CONSTRUCTION
r
L
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
NTS
HAZENA1D SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
LEGEND
LOG VANE
LOG V—DROP
LOG J—VANE
ROOTWAD BANK
STABILIZERS
ROOTWAD GROIN
FLOW DIRECTION
EXIST. OVERHEAD
ELECTRIC
EXIST. FIBER OPTIC
CABLE
EXIST. UNDERGROUND
GAS
PROPERTY LINE
FIBER ROLL
STABILIZED
CONSTRUCTION
ENTRANCE
MAXIMUM LIMITS
OF DISTURBANCE
LIMITS OF EARTHWORK
EXISTING GRADE
FEMA WSEL
PROPERTY LINE
PROPOSED STREAM
CENTERLINE
WETLANDS
OHE—
FO
G
FR
LOE
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
A3 3 EVIATI O \ S
CA
CENTERLINE
NI
NO INDICATOR
CONST.
CONSTRUCTION
NC
NORTH CAROLINA
EL.
ELEVATION
NCDOT
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
E
EAST
NO
NO OCCURENCE
FAC
FACULTATIVE
NRCS
NATIONAL RESOURCE
FACU
FACULTATIVE UPLAND
CONSERVATION SERVICE
FACW
FACULTATIVE WETLAND
NTS
NOT TO SCALE
FEMA
FEDERAL EMERGENCY
OBL
OBLIGATE WETLANDS
MANAGEMENT AGENCY
SHT.
SHEET
INV.
INVERT
STA.
STATION
IWRC
INDEPENDANT WIRE ROPE
CORE
TYP.
TYPICAL
MIN.
MINIMUM
UPL
OBLIGATE UPLAND
MAX.
MAXIMUM
USDA
UNITED STATES DEPARTMENT
OF AGRICULTURE
N
NORTH
WSEL
WATER SURFACE ELEVATION
NA
NO AGREEMENT
NAVD
NORTH AMERICAN VERTICAL
DATUM
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY DAMAGE
!blow what's below.
Call before you dig.
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
COVER SHEET
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE
2010
H&S JOB
NUMBER 3460-012
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-801
FILE = 0:\Projects\High Point\Deliverables\100% plans\FINAL_PDF_2010_Dec_ _Standard\801—SR COVER SAVED BY bobby.tucker SAVE DATE = 12/20/2010 2:56 PM
XREFs= 3640-0121B—ANSI—D—TT

co
X
cu
SCALE IN FEET
0 300 600
SCALE: 1 "= 300'
i
SR-
5
c:3Ir
/
/
/
RICH FORK CREEK
SUMMARY OF
ENVIRONMENTAL
IMPACTS
LIMIT OF DIET.
TEMPORARY
IMPACT TO
WATERS OF THE
US
PERMANENT
IMPACT TO
CUT 2
FILL 2
(BANK FILL +
CHANNEL
FILL)
2
CUT/FILL
DELTA
1
EXISTING
LENGTH
PROPOSED
LENGTH
WETLANDS
ac
aq fi
ac
cY
cY
cY
feet
feet
NC 109
4.92±
0
0
3,065±
1,422±
—1,643±
975
976
BALL ROAD
6.01±
0
0
1,288±
4,241±
2,953±
1,295
1,290
KANOY ROAD
3.67±
0
0
1,396±
4,554±
3,158±
805
778
NA = Not Applicable
1. FROM SURVEY STATION DAVIS, MARTIN AND POWELL & ASSOCIATES (JAN. 22-25, 2009)
2. AS A RESULT OF THE GEOMORPHIC NATURE OF FLUVIAL SYSTEMS, EARTHWORK QUANTITIES WILL VARY FROM THOSE PROVIDED. EARTHWORK
QUANTITIES AS PROVIDED WERE COMPUTED BASED ON CROSS SECTIONAL SURVEY DATED JANUARY, 2009. EARTHWORK WILL BE PAID BY LINEAR
FOOT OF CHANNEL.
NO. ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
APPROVED
NOT FOR
CONSTRUCTION
\
TETRA TECH
www.tetratec h..com
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERNIG, P.C.
3200 Chapel -Hill Nelson Hwy., Ste.105
Research Triangle, NC 27709
License No.: C-2644
1
7
SR
7
7
\ o
\
14
GAT
HAZENAND SAVVYF.R
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License Na : C-0381
7
7
7
\
8O
O
\N
CITY OF HIGH POINT
NORTH CAROLINA
/ I I
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
/ALL NC ONECALI\
BEFORE YOU DIG
STOP
1-800-632-4947
AVOID UTIUTY DAMAGE
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
SHEET LAYOUT
0
co
Know tvahafs MOW
Call Won pu iNg.
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DATE
2010
H&S JOB
3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-802

CONSTRUCTION NOTES:
GEOTECHNICAL NOTES:
CONSTRUCTION SEQUENCE:
BY: BOBBY.TUCKER
PLOT DATE: 12/20/2010 1:57 PM
1. THE CONTRACTOR SHALL INSTALL TEMPORARY SIGNAGE REGARDING
PROJECT CONSTRUCTION FOR PUBLIC KNOWLEDGE AS WELL AS STABILIZED
CONSTRUCTION ENTRANCES AND ACCOMPANYING STAGING AREAS AND
PEDESTRIAN SAFETY FENCING AS APPLICABLE.
2. THE CONTRACTOR SHALL CLEAR DOWNED TREES AND UNDERBRUSH AS
REQUIRED, STOCKPILING ALL DOWNED TREES LARGER THAN 18 INCHES.
3. ALL WORK SHALL BE PERFORMED IN THE DRY.
4. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SEDIMENT CONTROL
DEVICES NECESSARY FOR CONSTRUCTION OF STREAM RESTORATION WORK
INCLUDING INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCES IN
ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN.
5. PUMP-AROUNDS ARE ONLY TO BE OPERATED DURING NORMAL WEEKLY
CONSTRUCTION BUSINESS HOURS AND SHALL NOT BE OPERATED
OVERNIGHT OR DURING STORM EVENTS.
6. THE CONTRACTOR SHALL CONSTRUCT AND TEMPORARILY STABILIZE
STREAM REVETMENTS ALONG THE RESTORATION AREA MOVING
DOWNSTREAM AND STOCKPILING ANY EXCESS CUT WITHIN A DESIGNATED
AREA.
7. INSTALLATION OF PERMANENT VEGETATIVE PRACTICES MAY COMMENCE
IMMEDIATELY ASSUMING PROPER WEATHER CONDITIONS AND GROWING
SEASON.
8. WORK SHALL CONFORM TO NCDENR'S EROSION AND SEDIMENT CONTROL
MANUAL, LATEST EDITION.
GENERAL NOTES:
1. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE COMPLIANCE WITH
ALL APPLICABLE DESIGN STANDARDS, MATERIALS AND WORKMANSHIP IN
ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS,
AND THE NCDOT STANDARD DETAILS.
2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL ASSOCIATED
FEES.
3. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.
4. JOB SITE SAFETY IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL EXERCISE
COMPLETE CONTROL OVER WHO HAS ACCESS TO THE JOB SITE TO
ASSURE JOB SAFETY. THE GENERAL CONTRACTOR'S RESPONSIBILITY
COVERS ANYONE WHO MAY HAVE ACCESS TO THE SITE, INCLUDING THE
GENERAL CONTRACTOR'S OWN WORK FORCE, ALL SUBCONTRACTORS,
VENDERS AND SUPPLIERS, SUPPORT PERSONNEL, GOVERNMENT OFFICIALS,
AND THE GENERAL PUBLIC.
5. THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. CALL "NC ONE CALL"
AT 1-800-632-4949, A MINIMUM OF TWO (2) FULL WORKING DAYS PRIOR
TO EXCAVATING.
6. AS -BUILT PLANS SHALL BE REQUIRED WHEN CONSTRUCTION IS COMPLETE.
7. BEDDING SHALL BE IN ACCORDANCE WITH STANDARD DETAILS 104 AND
105 OR AS SHOWN ON THE PLANS. SHOULD GROUND WATER OR OTHER
UNANTICIPATED SOIL CONDITION BE ENCOUNTERED, THE BEDDING SHALL
BE MODIFIED AS DIRECTED BY THE ENGINEER.
8. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE 404
PERMIT AND THE PROJECT SPECIFICATIONS.
9. THE CONTRACTOR SHALL INSTALL, OPERATE, MONITOR AND MAINTAIN ALL
DIVERSION OPERATIONS.
10. AS A RESULT OF THE GEOMORPHIC NATURE OF FLUVIAL SYSTEMS,
EARTHWORK QUANTITIES WILL VARY FROM THOSE PROVIDED. EARTHWORK
QUANTITIES AS PROVIDED WERE COMPUTED BASED ON CROSS SECTIONAL
SURVEY DATED JANUARY, 2009. EARTHWORK WILL BE PAID BY LINEAR
FOOT OF CHANNEL. PER THE PROJECT SPECIFICATIONS.
SURVEY NOTES:
1. CROSS-SECTION AND ELEVATION DATA IS BASED ON DAVIS, MARTIN AND POWELL
& ASSOCIATES FIELD SURVEY JANUARY, 2009.
2. BENCHMARK ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD 88). BENCHMARK IS: TBM-CHISELED SQ
TOP OF WALL
EL 710.95
N 797,969.4010
E 1,671,140.2263
3. BASIS OF BEARING FOR THIS PROJECT SHALL BE NAD 1983 STATE PLANE,
NORTH CAROLINA FIPS 3200 FEET.
1. ALL SOIL WITHIN THE PROJECT LIMITS WAS IDENTIFIED AS CHEWACLA
LOAM, IN ACCORDANCE WITH THE LATEST DATA FROM THE UNITED STATES
DEPARTMENT OF AGRICULTURE (USDA) AND NATIONAL RESOURCES
CONSERVATION SERVICE (NRCS) WEB SOIL SURVEY.
2. SOIL DATA IS REPRODUCED FROM THE NATIONAL COOPERATIVE SOIL
SURVEY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING SOIL TYPE AND
ENGINEERING PROPERTIES ARE CONSISTENT WITH THE TABLES BELOW.
ENGINEERING PROPERTIES - DAVIDSON COUNTY, NORTH CAROLINA
MAP UNIT SYMBOL
AND SOIL NAME
DEPTH
USDA TEXTURE
CLASSIFICATION
FRAGMENTS
PERCENTAGE PASSING SIEVE NUMBER-
LIQUID
LIMIT
PLASTICITY
INDEX
UNIFIED
AASTO
>10
INCHES
3-10
INCHES
4
10
40
200
In
Pct
Pct
Pct
ChA-CHEWACLA LOAM, 0
TO 2 PERCENT SLOPES,
FREQUENTLY FLOODED
CHEWACLA
0-4
*LOAM, SANDY LOAM, SILT
LOAM
CL, CL-
ML, ML
A-4, A-6,
A-7-6
0
0
98-100
95-100
70-100
55-90
25-49
4-20
4-26
*SILTY CLAY LOAM, SILT
LOAM, CLAY LOAM
ML, CL
A-6, A-7-6
A-4
0
0
96-100
95-100
80-100
51-98
30-49
4-22
26-38
*LOAM, SANDY CLAY LOAM,
SANDY LOAM
ML, SC-
SM, SM
A-4, A-6,
A-7-6
0
0
96-100
95-100
60-100
36-70
25-45
2-15
38-60
*CLAY LOAM, SILT LOAM,
SILTY CLAY LOAM
ML, CH,
CL, MH
A-7-6,
A-4, A-6
0
0
85-100
75-100
60-100
51-98
22-61
4-28
60-80
*LOAM, SANDY LOAM, FINE
SANDY LOAM, SANDY
CLAY LOAM
SC -CM,
SC, CL,
SM, ML
A-2-4,
A-6, A-7
-6, A-4
0
0
80-100
75-100
45-100
25-80
10-45
NP-18
*THE ASTERISK DENOTES THE REPRESENTATIVE TEXTURE, OTHER POSSIBLE TEXTURES FOLLOW THE DASH.
PHYSICAL SOIL PROPERTIES - DAVIDSON COUNTY, NORTH CAROLINA
MAP UNIT SYMBOL
AND SOIL NAME
DEPTH
SAND
SILT
CLAY
MOIST
BULK
DENSITY
SATURATED
HYDRAULIC
CONDUCTIVITY
AVAILABLE
WATER
CAPACITY
LINEAR
EXTENSIBILITY
ORGANIC
MATTER
EROSION
FACTORS
WIND
ERODIBILITY
GROUP
WIND
ERODIBILITY
INDEX
Kw
Kf
T
In
Pct
Pct
Pct
g/cc
MICRO m/sec
In/In
Pct
Pct
ChA-CHEWACLA LOAM, 0
TO 2 PERCENT SLOPES,
FREQUENTLY FLOODED
CHEWACLA
0-4
-40-
-38-
10-23-35
1.30-1.60
4.00-14.00
0.15-0.24
0.0-0.29
1.0-4.0
.28
.28
5
6
48
4-26
-17-
-53-
18-30-35
1.30-1.50
4.00-14.00
0.15-0.24
0.0-0.29
0.5-2.0
.37
.37
26-38
-43-
-38-
18-19-35
1.30-1.60
4.00-14.00
0.12-0.20
0.0-0.29
0.5-2.0
.37
.37
38-60
-34-
-37-
18-30-35
1.30-1.50
4.00-14.00
0.15-0.24
0.0-0.29
0.5-2.0
.24
.28
60-80
-41-
-37-
5-22-40
1.30-1.50
4.00-42.00
0.11-0.13
0.0-0.29
1.0-3.0
.28
.28
SOIL FEATURES - DAVIDSON COUNTY, NORTH CAROLINA
MAP SYMBOL
AND SOIL NAME
KIND
DEPTH
TO
TOP
THICKNESS
HARDNESS
SUBSIDENCE
POTENTIAL FOR
FROST ACTION
RISK OF CORROSION
INITIAL
TOTAL
UNCOATED STEEL
CONCRETE
In
In
In
In
ChA-CHEWACLA LOAM, 0
TO 2 PERCENT SLOPES,
FREQUENTLY FLOODED
CHEWACLA
-
-
0
-
NONE
HIGH
MODERATE
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN ON THE
PLANS. MOBILIZE TO SITE.
2. CONTRACTOR SHALL INSTALL TEMPORARY ACCESS ROADS AS REQUIRED.
ACCESS ROADS SHALL BE SLOPED TO DRAIN. INSTALL ROADSIDE SWALES
AND CHECK DAMS AS REQUIRED.
3. INSTALL TEMPORARY SILT FENCE AROUND STAGING AND STOCKPILE
AREAS. ADDITIONAL AREAS MAY BE USED THAN SHOWN ON THE PLANS
WITH APPROVAL FROM THE ENGINEER.
4. ARRANGE PUMP -AROUND EQUIPMENT. INSTALL TEMPORARY DIKES AT THE
UPSTREAM AND DOWNSTREAM WORK LIMITS AS SHOWN IN THE DETAIL ON
SHEET SR-825.
5. THE WORK AREA BETWEEN THE TEMPORARY DIKES SHALL BE BASED UPON
THE LENGTH OF STREAM THAT CAN BE CONSTRUCTED AND STABILIZED IN
ONE WORKING DAY.
6. BEGIN PUMP -AROUND OPERATION BY PLACING INTAKE LINE ON THE
UPSTREAM SIDE OF THE UPSTREAM DIKE AS SHOWN IN THE DETAIL,
SHEET SR-825. PUMP THE CLEAN WATER DOWNSTREAM OF THE
DOWNSTREAM DIKE. CLEAN WATER SHALL DISCHARGE ONTO AN ENERGY
DISSIPATION DEVICE.
7. DEWATER WORK AREA THROUGH A DEWATERING PUMP TO MAINTAIN A DRY
WORK AREA. WATER PUMPED FROM THE WORK AREA SHALL PASS
THROUGH A SILT BAG PRIOR TO DISCHARGE.
8. WHEN CONSTRUCTION FOR THE DAY IS COMPLETE, STABILIZE WORK AREA
BY INSTALLING TOP SOIL, EROSION CONTROL MATTING, AND SEEDING.
EROSION CONTROL MATTING SHALL BE INSTALLED AS SHOWN ON THE
DETAIL ON SHEET SR-821 OR IN ACCORDANCE WITH THE MANUFACTURERS
INSTRUCTIONS. SEEDING SHALL FOLLOW THE SCHEDULE SHOWN ON SHEET
SR-820.
9. REMOVE BYPASS AND DEWATERING PUMPS.
10. REMOVE TEMPORARY DIKES. STABILIZE ALL DISTURBED AREAS AS
APPROPRIATE AND IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
11. CONSTRUCTION SEQUENCE NUMBERS 3 - 8 SHALL BE REPEATED EACH
WORKING DAY.
12. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN
PERMANENTLY STABILIZED TO THE SATISFACTION OF THE ENGINEER,
REMOVE TEMPORARY SILT FENCE AND TEMPORARY CONSTRUCTION
ENTRANCES. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY DAMAGE
Know what's Mow.
Call before you dig.
N0.
ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
JDE
APPROVED
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SA\WER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
NOTES AND TABLES
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-803
XREFs= 3640-012TB-ANSI-D-TT

BY: CLAYTON.TIEDE
PLOT DATE
6'
C-=
TOP VIEW
I! Ili
V V . v 7
A
FRONT VIEW
3'
NOTE:
REBAR HANDLE IS NOT TO BE
USED FOR LIFTING OR PLACING
2'
V
v Q.
� o
SIDE VIEW
CONCRETE ECOLOGY BLOCK
DETAIL
NTS
CONCRETE
2500 PSI
TYPICAL ROOTWAD
NTS
SEE ROOTWAD ANCHORING
DETAILS THIS SHEET
B
BOULDER
TYPICAL ROOTWAD COMPLEX
HABITAT FEATURES
SEE ROOTWAD ANCHORING
DETAILS THIS SHEET
DROP FORGED CLIPS -
HOT DIPPED GALVANIZED
SIDE VIEW FRONT VIEW
DROP FORGED CLIPS (HOT DIPPED
GALVANIZED) DETAIL
G
NTS
NTS
Y" WIRE ROPE THREADED
THROUGH 3" HOLE
DRILLED IN ROOTWAD
.n,
2'x3'x6' CONCRETE
ECOLOGY BLOCK
TYPICAL ROOTWAD
C
ANCHORING DETAIL NTS
MATCH EXISTING (TYP.)
WARP TO FIT,
GRADE TO DRAIN AS
DIRECTED BY THE
ENGINEER DURING
CONSTRUCTION.
IMPROVED PLOW STEEL
DRAWN GALVANIZED
IWRC WIRE ROPE OR
APPROVED EQUAL
THIMBLE
VARIES 0 TO 39'±
0.5% TYP.
6'
VARIES 24"-36"
D
2/3 EXPOSED
L1/3 EMBEDDED
BOULDER DETAIL
VARIES 0 TO 39'±
NATURAL STONE OR NTS
CAST CONCRETE
32' - - 5.',
20' 6' — 0.5% TYP. OR F�j.
/\/\� \�\��\�// / /
/\/\/\/\i
3' !\ \ \ , \,/\//\/i\//,\ . \\//\//\//./A /
21
TYPICAL CHANNEL SECTION
TURN BACK
LENGTH (L)
CLIP
SPACING (S)
,u u
DROP FORGED CLIPS -
HOT DIPPED GALVANIZED
NUMBER OF CLIPS (N)
WIRE ROPE DETAIL
WIRE ROPE AND DROP FORGED CLIP DETAILS
NTS
NTS
DIAMETER (D)
1"=6'
WARP TO FIT,
GRADE TO DRAIN AS
R DIRECTED BY THE
ENGINEER DURING
CONSTRUCTION.
NOTE:
SEE SHEET SR-821 FOR ECM
AND BORROW MATERIAL LIMITS.
FASTENER SUMMARY TABLE
D
S (MIN.)
L (MIN.)
N
y2„
3"
11y2„
3
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID Unu1Y DAM7
Know what's 11610111L
CaH 6eforopu�
NO.
ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR.
JDE
APPROVED
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
1‘71 A „IT Irra. 7-72/
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
HIGH POINT, N.C.
GENERAL DETAILS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE
2010
H&S JOB
NUMBER
3460-012
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-804
gs\Drawings \800—SE\804—SR DETAILS SAVED BY clayton.tlede SAVE DATE = 1/26/2011 2:48 PM
FILE = P:APROJECTS \T17031 Rich Fork Restoration Design \04 CADD\05_Dr
r--

BY: BOBBY.TUCKER
PLOT DATE: 2/23/2011
BOULDER
3' MIN.
FLOW
TOE OF BANK
30*
LOG
EXPOSED
PLAN VIEW
EMBED
3' MIN.
8:1 SLOPE
MAX.
/r
DOWELS (TYP.)
WIRE ROPE
SEE DETAIL G
SHEET SR-804
ECOLOGY BLOCK ANCHORS
SEE DETAIL A SHEET SR-804
TYPICAL LOG VANE DETAIL
NOTES:
1. SEE TABLE THIS SHEET FOR NUMBER OF
ECOLOGY BLOCK ANCHORS TO BE USED.
2. SEE DETAIL G ON SHEET SR-804 FOR
WIRE ROPE CONNECTIONS
NTS
NM-
TOP LOG
SECTION VIEW
PROPOSED
TOP OF BANK
LARGE WOODY DEBRIS SUMMARY TABLE
POOL ELEMENT TOTAL
TOTAL
LOGS
BEGIN END
STA. STA.
TOTAL
SIDE SHT. ANCHORS ANCHORS
KANOY
KANOY
KANOY
KANOY
KANOY
KANOY
KANOY
KANOY
KANOY
KANOY
KANOY
KANOY
BALL
BALL
BALL
BALL
BALL
BALL
BALL
BALL
BALL
BALL
BALL
BALL
BALL
BALL
BALL
NC109
NC109
NC109
NC109
NC109
NC109
NC109
NC109
NC109
NC109
NC109
NC109
NC109
NC109
NC109
VANE
VANE
VANE
VANE
VANE
COMPLEX
COMPLEX
COMPLEX
COMPLEX
COMPLEX
ROOTWAD
ROOTWAD
VANE
VANE
VANE
VANE
VANE
VANE
VANE
VANE
VANE
VANE
COMPLEX
COMPLEX
COMPLEX
COMPLEX
ROOTWAD
VANE
VANE
VANE
VANE
VANE
VANE
COMPLEX
COMPLEX
COMPLEX
COMPLEX
COMPLEX
COMPLEX
COMPLEX
COMPLEX
ROOTWAD
223+58.94
226+61.02
228+42.60
229+79.18
230+69.17
225+06.25
225+34.48
228+82.03
228+91.42
228+99.00
224+75.77
224+06.01
165+52.18
166+25.40
167+15.77
169+14.91
170+39.19
171+94.39
173+83.38
175+67.74
176+62.98
177+64.72
167+49.46
170+99.46
173+27.67
176+20.02
167+59.54
12+81.02
14+26.39
15+16.61
16+19.03
17+31.00
19+70.88
13+07.12
13+18.89
13+29.79
15+60.68
15+68.72
15+79.11
16+04.75
20+17.50
11+31.97
223+58.94
226+61.02
228+42.60
229+79.18
230+69.17
225+06.25
225+34.48
228+82.03
228+91.42
228+99.00
225+77.50
225+32.38
165+52.18
166+25.40
167+15.77
169+14.91
170+39.19
171+94.39
173+83.38
175+67.74
176+62.98
177+64.72
167+49.46
170+99.46
173+27.67
176+20.02
168+78.4'I
12+81.02
14+26.39
15+16.61
16+19.03
17+31.00
19+70.88
13+07.12
13+18.89
13+29.79
15+60.68
15+68.72
15+79.11
16+04.75
20+17.50
12+13.64
R 814
L 814, 815
L 814, 815
R 814, 815
L 815
R 814
R 814
L 814, 815
L 814, 815
L 814, 815
R 814
L 814
L 810
R 810
L 810
L 810
R 810, 811
L 810, 811
R 811
L 811
R 811
L 811
L 810
R 810, 811
L 810, 811
L 811
L 810
L 806
R 806
L 806
R 806
L 806, 807
R 807
L 806
L 806
L 806
L 806
L 806
L 806
R 806
R 806
L 806
TOTAL
87
104
482
\ALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-UTILITY 632-4949
yAVOID DAMAG
1(nowwwt1eb610w.
CaHbe(o,.poulg.
NO.
ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
APPROVED
JDE
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech.com
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND S4ER
Environmental Engineers & Scientists
4011 NestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No, : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
GENERAL DETAILS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-805
XREFs= 3640-012TB-ANSI-D-TT

O:\Projects\High
N0.
STA. 10+75±
BEGIN PROPOSED
STREAM PROFILE
ISSUED FOR
DATE
BY
STA. 10+75±
BEGIN PROPOSED
STREAM PROFILE
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
APPROVED
FEMA WSEL
0.86% SLOPE
EXISTING SCOUR HOLE
NOT FOR
CONSTRUCTION
r
MAXIMUM LIMITS►
OF DISTURBANCE
NC 109 POOL
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
PROPOSED STREAM
PROFILE
HAZENAND SA\WER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
SECTION
P
EXISTING STREAM
PROFILE
BRIDGE
ROAD EL. 717.25
BOTTOM OF BRIDGE EL. 711.74
M
M
o)
co
II
Z
0
co
co
co
07
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
,r4r4rrrr
SCALE IN FEET
0 40 80
SCALE: 1 "= 40'
CONSTRUCTION NOTES:
(A) BRIDGE ABUTMENT REVETMENT
REMOVE AND REPLACE IN KIND
AS DIRECTED BY ENGINEER
DURING CONSTRUCTION.
CONTRACTOR TO SALVAGE
RIPRAP.
(B) WARP TO FIT, GRADE TO DRAIN AS
DIRECTED BY THE ENGINEER
DURING CONSTRUCTION.
DAYLIGHT TO EXISTING CHANNEL.
SHAPE BANKS AS DIRECTED BY
ENGINEER DURING CONSTRUCTION
IN THE FIELD.
CONSTRUCT STABILIZED
CONSTRUCTION ENTRANCE AT ALL
ACCESS POINTS. SEE NCDOT STD.
DTL. 1607.01
KEY NOTES:
LOG VANE, DETAIL H,
SHEET SR-805.
ROOTWAD, DETAIL C, SHEET
SR-804.
ROOTWAD COMPLEX, DETAIL B,
SHEET SR-804.
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY DAMAGE
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
NC 109 POOL
PLAN AND PROFILE
Know what's b610YIL
Call before you d4.
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-806
H(- 'Mg Pnnl

b.
/
/
F
G.trAi4
/
4
4
44 I
:I"
; AI
.41 f
4.
/
MAXIMUM LIMITS
OF DISTURBANCE
/
NC 109
if
/
/
•
• T
DOOL
/
/
1) 5rk'47:Pif
/
/
1 4'
A
}
r-
/
•
4
1
ky
4
•
- 'ire.f71:711Cr
i F
it011 1 k • .
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▪ r1 _
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a+1
4
3
.
1
F
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f _
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•
link Ai/
4 t }Sit _ _
brit
-r
;l 4
1
J
1411141/
tit
i+00
4
C
• 1
.00
,*.
7'
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00 26+00
27+00
700
-0.10%
r///ff#-
690
II
Lt+
H
680
46111
II
m m
v CO CO
.44
NQRIH BRIDGE
ROAD EL. 717.25
BOTTOM OF BRIDGE EL. 711.74
SOUTH BRIDGE
ROAD EL. 716.54
BOTTOM OF BRIDGE EL. 7811.10
PROPOSED STREAM
PROFILE
STA. 21+20±
END PROPOSED
STREAM PROFILE
EXISTING STREAM
PROFILE
FEMA WSEL
700
690
680
SCALE IN FEET
0 40
SCALE: 1 "= 40'
CONSTRUCTION NOTES:
BRIDGE ABUTMENT REVETMENT
REMOVE AND REPLACE IN KIND
AS DIRECTED BY ENGINEER
DURING CONSTRUCTION.
CONTRACTOR TO SALVAGE
RIPRAP.
WARP TO FIT, GRADE TO DRAIN AS
DIRECTED BY THE ENGINEER
DURING CONSTRUCTION.
DAYLIGHT TO EXISTING CHANNEL.
SHAPE BANKS AS DIRECTED BY
ENGINEER DURING CONSTRUCTION
IN THE FIELD.
CONSTRUCT STABILIZED
CONSTRUCTION ENTRANCE AT ALL
ACCESS POINTS. SEE NCDOT STD.
DTL. 1607.01
KEY NOTES:
0
0
0
LOG VANE, DETAIL H,
SHEET SR-805.
ROOTWAD, DETAIL C, SHEET
SR-804.
ROOTWAD COMPLEX, DETAIL B,
SHEET SR-804.
L NC ONECALL
BEFORE YOU DIG
STOP
' 00-632-4947
AVOID UTILITY DAMAGE
Know wars blow.
caobefoiuoudg
80
N0.
ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
APPROVED
JDE
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetraiech..00m
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27109
License No.: C-2644
HAzENAND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
NC 109 POOL
PLAN AND PROFILE
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-807
NIP 'mg pnni

SURVEY
CONTROL LINE
CONST.
C/L
SURVEY
CONTROL LINE
BY: BOBBY.TUCKER
PLOT DATE: 12/20/2010 2:07 PM
710
705
700 /
1 _ _ _ /
695
690
0 20
720
715
710
705
700
695
6900
715
710
705
700
695
690
0
40
EXISTING GRADE
60
STA. 9+20.57
SECTION A
80
/
100
\
120
20 40 60 80 100 120
STA. 10+74.39
SECTION B
CONST.
C/L
INV. 693.73
FILL
\
SURVEY
CONTROL LINE
2.5'±
SURVEY
CONTROL LINE
140
EXISTING GRADE
20 40 60 80 100 120
STA. 11+35.43
SECTION C
SURVEY CONST.
CONTROL LINE / C/L
715
710
705 — ------------
700
695
6900 20 40
FILL
9.0'±
INV. 693.63
60 80 100 120
STA. 12+62.58
SECTION D
715
710 INV. 693.60
705---------------FILL
700
695
6900
CONST.
C/L
5.9'±
SURVEY
CONTROL LINE
FILL
20 40 60 80 100 120
STA. 12+81.44
SECTION E
715
710 INV. 693.45
705 FILL
700 x
695
690
0 20 40 60 80
CONST.
C/L —\
6.7'±
140
140
140
EXISTING GRADE
160
160
EXISTING GRADE
SURVEY
CONTROL LINE
FILL
160
160
180
180
180
180
200 220
200
200 220
---- ____ EXISTING GRADE _ ---_—_
100 120 140 160 180
STA. 13+55.08
SECTION F
200 220 240
260
715
710
705 EXISTING GRADE
-------------------
700
695
6900 20 40 60 80
715
710
705
700
695
6900
715
710
705
700
695
6900
INV. 693.30
FILL
INV. 693.39
FILL
CONST.
C/L —\ /
0.09'±
FILL
100 120
STA. 14+19.50
SECTION G
SURVEY
CONTROL LINE
0.9'±
/
140 160 180 200
EXISTING GRADE
20 40 60 80 100 120
CONST.
C/L
INV. 693.23
FILL
STA. 15+07.10
SECTION H
SURVEY
CONTROL LINE
4.3'±
FILL
140 160
EXISTING GRADE
180 200
20 40 60 80 100
STA. 15+68.07
SURVEY SECTION I CONST.
CONTROL LINE \ C/L
715
710
705
700----------------
695
690
0 20 40
720
715
710
705
700 — —
695
690
0
720
715
710
705
700
695
6900
60
FILL
CONST. SURVEY
18.2'±
80 100
STA. 16+12.07
SECTION J
C/L —\ / CONTROL LINE
7.7't
INV. 693.13
120 140 160 180
INV. 693.19
EXISTING GRADE_ _ _ _
120 140 160 180
FILL EXISTING GRADE
20 40 60 80
STA. 16+78.80
SECTION K
CONST. SURVEY
C/L A / CONTROL LINE
12.5'±
INV. 693.10
20 40 60
STA. 17+15.80
SECTION L
100
120
FILL EXISTING GRADE _ —
/
/
/
/
80
100
120
220 240
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 20'
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632
\ AVOID UTILITY -4DAMAGE949
igra:widlOW.
N0.
ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR JDE
APPROVED
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SA\WER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
NC 109 POOL
CROSS SECTIONS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-808
XREFs= 3640-012TB—ANSI—D—TT

30BBY JCK��
'101 DAI 1/51/
735
730
725
720
715 ---�
710
705
700
695
6900
725
720
715 ---1
710
705
700
695
690 0
20
40
60
80
CONST. SURVEY
C/L / CONTROL LINE
6.0'±
INV. 693.03
100
120
CONST.
C/L
4.9'±
INV. 692.99
FILL
_EXISTING GRADE ----�
140 160
SURVEY
r / CONTROL LINE
i
20 40 60 80 100 120
720
715
710 -�
705
700
695
6900
720
715--1
710 I�
705
700
695
6900
720
715
710
705
700 -
695
6900
710
705
700
695
6900
16.6'±
140
7-
160
SURVEY
CONTROL LINE
1
FILL
i
140 160
EXISTING GRADE
180 200 220 240
STA. 17+88.50
SECTION M
180
r
180
SURVEY CONTROL LINE
OA
140 160
SURVEY CONTROL LINE
STA. +18+28.16
SECTION N
CONST.
C/L
13.0'±
INV. 692.96
FILL
EXISTING GRADE
20 40 60 80 100 120
STA. +18+62.18
SECTION 0
CONST. C/L
INV. 692.92
FILL
EXISTING GRADE
20 40 60 80 100 120
STA. 19+02.94
SECTION P
CONST.
C/L
10.8'±
INV. 692.84
FILL
20 40 60 80 100 120
STA. 19+79.43
SECTION Q
INV. 692.79
FILL
1
CONST.
C/L
14.6'±
EXISTING GRADE
140 160
1 SURVEY CONTROL LINE
20 40 60 80 100
STA. 20+33.21
SECTION R
FILL
120
140
r
200
200
180 200
180 200
160 180
220
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 20'
260 280 300 320 340 360 380 400 420 440 CONSTRUCTION NOTES:
OA BRIDGE ABUTMENT REVETMENT
REMOVE AND REPLACE IN KIND
AS DIRECTED BY ENGINEER
DURING CONSTRUCTION.
CONTRACTOR TO SALVAGE
RIPRAP.
/CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY DAMAGE
wn.w .��ebelon
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
JDE
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech.corn
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Sts.105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SAIWER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License Na : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
NC 109 POOL
CROSS SECTIONS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-809
NO. ISSUED FOR
DATE
BY
APPROVED
XREFs= 3640 0 2-B ANS 3 -T

NJ
X
NJ
II
OJ
d
U
v
STA. 163+98±
BEGIN PROPOSED
STREAM PROFILE
BALL ROAD POOL
163+00
164+00
165+00
166+00
167+00
1 68+00
1 69+00
170+00
171+00
172+00
690
680
670
FEMA WSEL
STA. 163+98±
BEGIN PROPOSED
STREAM PROFILE
i
_L \
EXISTING STREAM
PROFILE
N
00
0
0)
co
co
m
g
00
ti
co
M
co
ti
co
m
ENT
ti
co
zz
�O
W
03
c
r,
o
(No
@r)
r`
co
0
a co
co co
rr ,� u
Z �? Z
_op
evi ti
ti� C)
n i +
r.—z co
(0 0 co
v
0
CO
CO
>
'!)
co
ti
co
co
•
PROPOSED STREAM
PROFILE
-0.10%
_fr 4,
rn
ti
ti
co
>
z‘-•
iti
o ti
N
Z
0 O
1—co
��
690
680
670
SCALE IN FEET
0 40
SCALE: 1 "= 40'
CONSTRUCTION NOTES:
80
(A) BRIDGE ABUTMENT REVETMENT
REMOVE AND REPLACE IN KIND
AS DIRECTED BY ENGINEER
DURING CONSTRUCTION.
CONTRACTOR TO SALVAGE
RIPRAP.
(B) WARP TO FIT, GRADE TO DRAIN AS
DIRECTED BY THE ENGINEER
DURING CONSTRUCTION.
DAYLIGHT TO EXISTING CHANNEL.
SHAPE BANKS AS DIRECTED BY
ENGINEER DURING CONSTRUCTION
IN THE FIELD.
CONSTRUCT STABILIZED
CONSTRUCTION ENTRANCE AT ALL
ACCESS POINTS. SEE NCDOT STD.
DTL. 1607.01
KEY NOTES:
LOG VANE, DETAIL H,
SHEET SR-805.
ROOTWAD, DETAIL C, SHEET
SR-804.
ROOTWAD COMPLEX, DETAIL B,
SHEET SR-804.
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY DAMAGE
Know what's b610YIL
Call before you d4.
DESIGNED
JDE
DRAWN CRT
CHECKED
PROJ.ENGR
JDE
NOT FOR
CONSTRUCTION
r
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SA\WER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
BALL ROAD POOL
PLAN AND PROFILE
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-810
N0.
ISSUED FOR
DATE
BY
APPROVED

=40' (22x34)
690
680
670
ISSUED FOR
172+00
DATE
BY
173+00
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
APPROVED
JDE
174+00
175+00
0.32% SLOPE
NOT FOR
CONSTRUCTION
MAXIMUM LIMITS
OF DISTURBANCE
MAXIMUM LIMITS
OF DISTURBANCE
CONST. C/L
BALL ROAD POOL
176+00
h
v J
177+00
178+00
FEMA WSEL
PROPOSED STREAM
PROFILE
-0.10%
TETRA TECH
www.tetratech..com
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27109
License No.: C-2644
EXISTING STREAM
PROFILE
HAZENAND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
179+00
STA. 178+00±
END PROPOSED
STREAM PROFILE
180+00
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS — PHASE 3
181+00
690
680
670
SCALE IN FEET
0 40
SCALE: 1 "= 40'
CONSTRUCTION NOTES:
80
BRIDGE ABUTMENT REVETMENT
REMOVE AND REPLACE IN KIND
AS DIRECTED BY ENGINEER
DURING CONSTRUCTION.
CONTRACTOR TO SALVAGE
RIPRAP.
WARP TO FIT, GRADE TO DRAIN AS
DIRECTED BY THE ENGINEER
DURING CONSTRUCTION.
DAYLIGHT TO EXISTING CHANNEL.
SHAPE BANKS AS DIRECTED BY
ENGINEER DURING CONSTRUCTION
IN THE FIELD.
CONSTRUCT STABILIZED
CONSTRUCTION ENTRANCE AT ALL
ACCESS POINTS. SEE NCDOT STD.
DTL. 1607.01
KEY NOTES:
O
O
O
LOG VANE, DETAIL H,
SHEET SR-805.
ROOTWAD, DETAIL C, SHEET
SR-804.
ROOTWAD COMPLEX, DETAIL B,
SHEET SR-804.
ACALL NC ONEC\
BEFORE YOU DIG
STOP
1—800-632-4949Un� nvoiD UTY DaM,c
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
BALL ROAD POOL
PLAN AND PROFILE
Know what's Mow.
CaHbeiou,youd
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-811

SURVEY
CONTROL LINE
CONST.
C/L
INV. 678.22
BY: BOBBY.TUCKER
PLOT DATE: 12/20/2010 2:13 PM
695
690
685
680
6750
695
690
685
680
6750
700
695
690
685
680
675
6700
SURVEY
CONTROL LINE
6.7'±
CONST.
C/L
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 20'
INV. 678.43
FILL
EXISTING GRADE
20 40 60 80
STA. 165+14.01
SECTION A
SURVEY
CONTROL LINE
FILL
EXISTING GRADE
CONST.
C/L
11.3'±
INV. 678.38
,— —
FILL
20 40 60 80
STA. 165+64.53
SECTION B
EXISTING GRADE
100
120
100
SURVEY
CONTROL LINE
(A)
120
140
140
CONST.
C/L
20 40 60 80 100 120 140 160
SURVEY
CONTROL LINE —\
700
695
690
685
680
675
6700 20 40 60 80 100
700
695
690
685
680
6750
(A)
STA. 166+55.52
SECTION C
120 140 160
STA. 166+72.71
SECTION D
SURVEY
CONTROL LINE
(A)
40.3'±
20 40 60 80 100 120 140 160
STA. 166+91.90
SECTION E
INV. 678.29
(A)
710
705
690 ________________EXISTING GRADE _
685
680
6750
710
705
690
685
680
6750
(A)
20 40 60 80 100 120
STA. 167+11.63
SECTION F
SURVEY
CONTROL LINE
EXISTING GRADE
140
29.2'±
FILL
160
CONST.
C/L
6.3'±
INV. 678.18
20 40 60 80 100 120 140 160
STA. 167+53.62
SECTION G
710
705
690 _ — _ _ _ _ _ EXISTING GRADE
685--------------
680
6750 20 40 60 80
180 200 220 240 260
CONST.
C/L
INV. 678.27
EXISTING GRADE
280 300
(A)
180 200 220 240 260
CONST.
C/L
INV. 678.25
EXISTING GRADE
280 300
(A)
180 200 220 240 260
280 300
710
7051
690
685
680
675
180
FILL
(A)
200 220
180 200 220 240 260
SURVEY
CONTROL LINE
100 120 140 160 180
STA. 167+97.63
SECTION H
EXISTING GRADE
200
SURVEY
CONTROL LINE
FILL
CONST.
C/L
3.5'±
INV. 678.13
220
20 40 60 80 100 120 140 160
STA. 168+43.26
SECTION I
SURVEY
CONTROL LINE
710
705
690 EXISTING GRADE
_____
-------
685---
680
675
6700
FILL
20 40 60 80 100 120 140
CONSTRUCTION NOTES:
(A) BRIDGE ABUTMENT REVETMENT
REMOVE AND REPLACE IN KIND
AS DIRECTED BY ENGINEER
DURING CONSTRUCTION.
CONTRACTOR TO SALVAGE
RIPRAP.
STA. 168+72.65
SECTION J
CONST.
C/L
7.5'±
INV. 678.07
240
24.2'±
180
160
180
260
CONST.
C/L
200
200
FILL
280
280
INV. 678.09
FILL
220
220
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-AVOID 800-632UTILITY DAMA-49GE49
300
300
240
240
320
260
340
280
igra:widlOW.
N0.
ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
JDE
APPROVED
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SA\WER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
BALL ROAD POOL
CROSS SECTIONS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-812
XREFs= 3640-012TB—ANSI—D—TT

BOBBY.TUCKER
'LOI DAI 1/51/
710
705
690--------
685
680
6750 20 40 60
710
705
690
685 _
680
6750
710
705
690
685
680
6750
EXISTING GRADE
SURVEY
CONTROL LINE
FILL
N
80 100 120 140 160 180
STA. 169+71.20
SECTION K
SURVEY
CONTROL LINE
20
40
60
80
100
120
STA. 170+70.10
SECTION L
EXISTING GRADE
25.7'±
FILL
140
CONST.
C/L
1 60
CONST.
C/L
13.1'±
INV. 677.74 -\
FILL
20 40 60 80 100 120 140
STA. 171+66.38
SECTION M
710
705
690
685 EXISTING GRADE
680
6750 20 40 60 80 100 120
710
705
690
685
680
675
6700
20
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 20'
40
60
80
100
120
CONST.
C/L
8.9'±
INV. 677.97
FILL
200 220 240 260
INV. 677.87
FILL
180
160
SURVEY
CONTROL LINE
FILL
140 160
STA. 173+58.73
SECTION N
EXISTING GRADE
140
180
200
SURVEY
CONTROL LINE
CONST.
C/L
12.9'±
200
220
220
INV. 677.56
FILL
240 260
180 200 220 240 260
160 180
STA. 174+33.24
SECTION 0
200
SURVEY
CONTROL LINE
220
240
CONST.
C/L
260
280
280
280
280
300
300
320
340
710
705
690
685
680
6750
SURVEY
CONTROL LINE
FILL
EXISTING GRADE
710
705
690
685
680
6750
CONST.
C/L
10.0'±
INV. 677.28
20 40 60 80 100
STA. 176+19.37
SECTION P
EXISTING GRADE
CONST.
C/L
11.3'±
INV. 677.14
FILL
20 40 60 80 100
STA. 177+24.03
SECTION Q
/ FILL
120 140
SURVEY
CONTROL LINE
FILL
120 140
160 180
/CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-63UTILITY 2-4949
/ AVOID DA
160 180
200
rw �t�ebeloM�
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
JDE
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech.corn
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Sts.105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SAMYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License Na : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
BALL ROAD POOL
CROSS SECTIONS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-813
N0.
ISSUED FOR
DATE
BY
APPROVED
XREFs= 3640 0' 23B ANS 3 —T

OJ
U
NO.
ISSUED FOR
219+00
APPROXIMATE WETLAND
BOUNDARY INDENTIFIED BY
JOHN THOMAS, USACE, 9/8/2010
DATE
BY
MAXIMUM LIMITS
OF DISTURBANCE
MAXIMUM LIMITS
OF DISTURBANCE
220+00
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
APPROVED
JDE
221 +00
FEMA WSEL
EXISTING STREAM
PROFILE
NOT FOR
CONSTRUCTION
SURVEY C/L
222+00
KANOY ROAD POOL
STA. 223+33±
BEGIN PROPOSED
STREAM PROFILE
223+00 224+00
TETRA TECH
www.tetratech..com
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27109
License No.: C-2644
225+00
PROPOSED STREAM
PROFILE
HAZENAND SAwYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CONST. C/L
226+00
MAXIMUM LIMITS
OF DISTURBANCE
227+00 228+0g90
UNDERGROUND FIBER OPTIC CABLE
(ACTUAL DEPTH AND LOCATION UNKNOWN)
UNDERGROUND GAS LINE (ACTUAL DEPTH AND LOCATION UNKNOWN) —//141
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
SCALE IN FEET
0 40
SCALE: 1 "= 40'
CONSTRUCTION NOTES:
80
BRIDGE ABUTMENT REVETMENT
REMOVE AND REPLACE IN KIND
AS DIRECTED BY ENGINEER
DURING CONSTRUCTION.
CONTRACTOR TO SALVAGE
RIPRAP.
WARP TO FIT, GRADE TO DRAIN AS
DIRECTED BY THE ENGINEER
DURING CONSTRUCTION.
DAYLIGHT TO EXISTING CHANNEL.
SHAPE BANKS AS DIRECTED BY
ENGINEER DURING CONSTRUCTION
IN THE FIELD.
CONSTRUCT STABILIZED
CONSTRUCTION ENTRANCE AT ALL
ACCESS POINTS. SEE NCDOT STD.
DTL. 1607.01
KEY NOTES:
O
O
O
LOG VANE, DETAIL H,
SHEET SR-805.
ROOTWAD, DETAIL C, SHEET
SR-804.
ROOTWAD COMPLEX, DETAIL B,
SHEET SR-804.
CALL NC ONEC\
BEFORE YOU DIG
STOP
1—800-632-4949Un� nvoiD UTY DaM,c
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
KANOY ROAD POOL
PLAN AND PROFILE
Know what's 6610IR
CaHbeiou,youdig.
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-814

/
O
PEL
/
/
0,,,
MAXIMUM LIMITS
OF DISTURBANCE
NST. C/L
1
x
"0
STA. 231*40r
END PROPOSED
STREAM PROFILE
APPROXIMATE WETLAND
BOUNDARY INDENTIFIED BY
JOHN THOMAS, USACE, 9/8/2010
KANOY ROAD POOL
t
or
MAXIMUM LIMITS
OF DISTURBANCE
y fz
.1
to
■
. 4
•
d
4ti
1
r
.1
X
..et•
Ilk rir • 1.+
fk
*'' # ,
K;•rie
pe
}
{
1111,
r
■
i
i
t%
. •
...... m. ;},
s
J
690
228+00
229+00
230+00
231 +00
232+00
233+00
234+00
235+00
236+00
237+00
680
BRIDGE
670 ///
660
PROPOSED STREAM
PROFILE
/////#//
UNDERGROUND GAS LINE
(ACTUAL DEPTH AND
LOCATION UNKNOWN)
UNDERGROUND FIBER OPTIC
CABLE (ACTUAL DEPTH AND
LOCATION UNKNOWN)
2
ti
m
ai
co
co
EXISTING STREAM
PROFILE
STA. 231+40±,
INV.=671.44
END PROPOSED
STREAM PROFILE
FEMA WSEL
680
/ 670
660
SCALE IN FEET
0 40
SCALE: 1 "= 40'
CONSTRUCTION NOTES:
80
BRIDGE ABUTMENT REVETMENT
REMOVE AND REPLACE IN KIND
AS DIRECTED BY ENGINEER
DURING CONSTRUCTION.
CONTRACTOR TO SALVAGE
RIPRAP.
WARP TO FIT, GRADE TO DRAIN AS
DIRECTED BY THE ENGINEER
DURING CONSTRUCTION.
DAYLIGHT TO EXISTING CHANNEL.
SHAPE BANKS AS DIRECTED BY
ENGINEER DURING CONSTRUCTION
IN THE FIELD.
CONSTRUCT STABILIZED
CONSTRUCTION ENTRANCE AT ALL
ACCESS POINTS. SEE NCDOT STD.
DTL. 1607.01
KEY NOTES:
O
O
O
LOG VANE, DETAIL H,
SHEET SR-805.
ROOTWAD, DETAIL C, SHEET
SR-804.
ROOTWAD COMPLEX, DETAIL B,
SHEET SR-804.
ACALL NC ONEC\
BEFORE YOU DIG
STOP
1-800-632-4949UnUTY� nvoiD DaM,c
Know mars 6610w.
CaHbeiou,youdig.
NO.
ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
APPROVED
JDE
NOT FOR
CONSTRUCTION
L
TETRA TECH
www.tetratech..com
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27109
License No.: C-2644
HAZENAND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
KANOY ROAD POOL
PLAN AND PROFILE
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-815

BY: BOBBY.TUCKER
PLOT DATE: 12/20/2010 2:19 PM
690
685
680
675
6700
690
685
680
675 6700
1.5'±
CONST. C/L
INV. 672.29
690
685
680
675 —
6700
685
680
675 -
670
6650
690
685
680
675 —
6700
20
40
60
SURVEY CONTROL LINE
FILL
EXISTING GRADE
80
STA. 223+33.28
SECTION A
SURVEY
CONTROL
LINE
INV. 672.22
EXISTING GRADE FILL
20 40 60
STA. 224+07.14
SECTION B
SURVEY
CONTROL
LINE
INV. 672.20
FILL
24.2'
80
20 40 60 80
INV. 672.15
FILL
100
CONST.
C/L
11.3'
STA. 224+27.63
SECTION C
SURVEY
CONTROL
LINE
_J
100
CONST.
C/L
100
CONST.
C/L
20 40 60 80 100
SURVEY
CONTROL
LINE
FILL
STA. 224+74.23
SECTION D
CONST.
C/L
16.2'
120
140
EXISTING GRADE
120
120
INV. 672.09
20 40 60 80 100
STA. 225+31.15
SECTION E
FILL
140
EXISTING GRADE
140
EXISTING GRADE
160
120
140
1 60
690
685
680
675
6700
685
680
675
670
6650
685
680
675
670
6650
690
CONST.
C/L
3.0'±
INV. 672.07
FILL
SURVEY
CONTROL
LINE
20 40 60 80 100
STA. 225+64.16
SECTION F
INV. 672.04
FILL
CONST.
C/L
SURVEY
CONTROL
LINE
20 40 60 80
STA. 225+97.16
SECTION G
FILL
685 —
SURVEY
CONTROL
LINE
CONST.
C/L
8.2'±
0.9'±
FILL
EXISTING GRADE
120 140 160
FILL
EXISTING GRADE
100 120 140 160
INV. 671.97
20 40 60 80 100
STA. 226+37.82
SECTION H
EXISTING GRADE
680
675
670
6650 20 40
690
685
60 80 100
EXISTING GRADE
680
675
670
6650 20 40
60 80 100
EXISTING GRADE
FILL
120 140 160
(A)
120
SURVEY
CONTROL
LINE
140
SURVEY
CONTROL
LINE
FILL
160 180
STA. 226+80.91
SECTION I
26.1'±
CONST.
C/L
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 20'
CONSTRUCTION NOTES:
OA BRIDGE ABUTMENT REVETMENT
REMOVE AND REPLACE IN KIND
AS DIRECTED BY ENGINEER
DURING CONSTRUCTION.
CONTRACTOR TO SALVAGE
RIPRAP.
200 220 240 260 280 300
CONST.
C/L
120 140 160 180 200
STA. 226+90.70
SECTION J
INV. 671.92
FILL
(A)
J!
320
340
220 240 260 280 300
320
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY DAMAGE
340
360
360
wr at"s belolA�
N0.
ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
JDE
APPROVED
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SAwYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
KANOY ROAD POOL
CROSS SECTIONS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-816
XREFs= 3640-012TB—ANSI—D—TT

SURVEY
CONTROL
LINE
18.2'±
CONST. C/L
INV. 671.89
30BBY JCK��
'101 DAI 1/51/
690
685
680
675
670
665
0
690
685 -
680
675
670
6650
690
685
680
675
670
665
0
20
40
EXISTING GRADE
60
20
40
60
1
1
80
80
EXISTING GRADE
100
120
SURVEY
CONTROL
LINE
FILL
® ____ ___
FILL
�r- - - - -
� 1
140
160 180
CONST.
C/L
100 120 140
FILL
EXISTING GRADE
-----------------------------------------------------
200 220
STA. 227+23.41
SECTION K
13.4'± INV. 671.88 _ _ —
CONST.
C/L
20 40 60 80 100 120 140
5.5'±
160 180 200 220
STA. 227+33.80
SECTION L
160
STA. 228+51.80
SECTION M SURVEY
CONTROL LINE
EXISTING GRADE
690
685
680 EXISTING GRADE
--------------------------------------
675
670
665
0
690
685
680
675
670
665
0
20 40 60 80 100 120 140 160
STA. 229+54.35
SECTION N
SURVEY
CONTROL LINE
FILL
CONST.
C/L
3.9'±
INV. 671.55
20 40 60 80 100
STA. 230+16.96
SECTION 0
EXISTING GRADE
FILL
120 140
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 20'
160
SURVEY
CONTROL LINE
INV. 671.69
FILL
180
180
180
240 260 280
300 320 340 360 380 400 420
---------------
240 260 280 300 320 340 360 380
STA. 225+97.16
200 220 240 260
CONST.
C/L
12.7'±
INV. 671.60 /— FILL
200 220 240 260
CONSTRUCTION NOTES:
280
OA BRIDGE ABUTMENT REVETMENT
REMOVE AND REPLACE IN KIND
AS DIRECTED BY ENGINEER
DURING CONSTRUCTION.
CONTRACTOR TO SALVAGE
R I PRAP.
690
685
680
675
670
665
0
FILL
690 FILL
685
680
675
20
CONST.
C/L
670
6650
20
4.2'±
40
400
SURVEY
CONTROL
LINE
CONST.
C/L
7.4'±
INV. 671.53
—
FILL
60 80 100
STA. 230+45.75
SURVEY SECTION P
CONTROL LINE
INV. 671.46
FILL
EXISTING GRADE
120
40 60 80
STA. 231+21.66
SECTION Q CONST. C/L
EXISTING GRADE
140 160
100 120 140
180
/CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY DAMAGE
Know �t�ebelon
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
JDE
NOT FOR
CONSTRUCTION
TETRA TECH
wwnv.tetratech.corn
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Sts.105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND S4swER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License Na : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
KANOY ROAD POOL
CROSS SECTIONS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-817
NO. ISSUED FOR
DATE
BY
APPROVED
XREFs= 3640 0 2-6 ANS 3 -T

x
cu
cu
11
Qu
d
u
v)
TBM-CHISELED SQ
TOP OF WALL
EL 710.95
N 797,969.4010
E 1,671,140.2263
CITY OF HIGH POINT
BALL, DELBERT S.
& BETTY B.
CONST. C/L
STA. 9+24.16,
22.01' RT.
LEDFORD DOWNS LLC
ACCESS
POINTS
MAXIMUM LIMITS
OF DISTURBANCE
CONST. C/L
STA. 162+73.45,
7.71' LT.
/
/
CARDWELL, LISA R.
MAXIMUM LIMITS
OF DISTURBANCE
BALL, RAEFORD C.
BODENHEIMER, GLEN
MAXIMUM LIMITS
OF DISTURBANCE
MAXIMUM LIMITS
OF DISTURBANCE
ACCESS
POINT
BODENHEIMER, GLEN
ACCESS
POINT
SURVEY C/L
TRUITT, GEORGE D.
& DAISY M.
DARR FARMS AND
ENVIRONMENTAL
CONST. C/L
STA. 27+47.15,
12.46' LT.
MAXIMUM LIMITS
OF DISTURBANCE
PARKER, VAN E.
MAXIMUM LIMITS
OF DISTURBANCE
SURVEY C/L
BALL, RAEFORD C.
CONST. C/L
STA. 181+20.36,
1.24' RT.
CONST. C/L
BALL ROAD POOL
KCI
ENVIRONMENTAL
TECHNOLOGIES
NC 109 POOL
TRUITT, GEORGE D.
& DAISY M.
DESIGNED JDE
DRAWN DAM
CHECKED
PROJ.ENGR
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SA\WER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
NOTE: FOR SURVEY CENTER LINE DATA
TABLE SEE SHEET SR-819.
CALL NC ONECALL
1 BEFORE YOU DIG
STOP
1-800-632-4949
Av01D UTILITY DAMAGE
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
SURVEY CONTROL
Know what's below.
Call before you dig
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-818
N0.
ISSUED FOR
DATE
BY
APPROVED
H( 'Mg Pnn1

/
' /)
DARR, RONALD E.
& JOAN A.
CONST. C/L
STA. 220+72.41,
0.25' RT.
\
ACCESS / \
POINT ��-�
BRINKLEY,
G' JOHN RICHARD
P �Ng v Q,
\ (6- /
0)_ \/
\\
k _ 58 /
/`
CONST. C/L
MAXIMUM LIMITS
OF DISTURBANCE
\
\
ACCESS
POINT
HILL, WENDOLYN T. ET ALS
/
59
\
/
L60
L61 L62
SURVEY C/L
MAXIMUM LIMITS
OF DISTURBANCE
\
\
\
\
\
\
MAXIMUM LIMITS
OF DISTURBANCE
57
LC)
co
J
CD
J
co
co
J
CONST. C/L
BRINKLEY, JOHN RICHARD
L70
L69
LOFLIN, DOYLE W.
& TERESA L.
CONST. C/L
STA. 237+01.29,
0.00' RT. /
/
/
/
/
z
c
S
SCALE; 1" = 100'
KANOY ROAD POOL
SURVEY DATA TABLE
Number
Length
Direction
Start Station
End Station
Start Point E
Start Point N
End Point E
End Point N
L1
207.528'
555° 30' 27.83"W
7+58.00'
9+65.53'
1670647.1641'
797796.5366'
1670476.1188'
797679.0144'
L2
46.828'
550° 56' 07.57"W
9+65.53'
10+12.35'
1670476.1188'
797679.0144'
1670439.7596'
797649.5034'
L3
46.482'
N40° 09' 58.83"W
10+12.35'
10+58.84'
1670439.7596'
797649.5034'
1670409.7782'
797685.0239'
L4
116.905'
584° 35' 34.95"W
10+58.84'
11+75.74'
1670409.7782'
797685.0239'
1670293.3930'
797674.0080'
L5
212.126'
N46° 51' 37.15"W
11+75.74'
13+87.87'
1670293.3930'
797674.0080'
1670138.6073'
797819.0551'
L6
230.354'
N51° 13' 17.91"W
13+87.87'
16+18.22'
1670138.6073'
797819.0551'
1669959.0294'
797963.3278'
L7
71.550'
N47° 58' 09.38"W
16+18.22'
16+89.77'
1669959.0294'
797963.3278'
1669905.8833'
798011.2324'
L8
93.873'
N88° 32' 38.94"W
16+89.77'
17+83.64'
1669905.8833'
798011.2324'
1669812.0405'
798013.6174'
L9
130.500'
584° 15' 08.36"W
17+83.64'
19+14.14'
1669812.0405'
798013.6174'
1669682.1964'
798000.5481'
L10
121.330'
578° 50' 55.90"W
19+14.14'
20+35.47'
1669682.1964'
798000.5481'
1669563.1573'
797977.0832'
L11
25.458'
576° 25' 41.41"W
20+35.47'
20+60.93'
1669563.1573'
797977.0832'
1669538.4101'
797971.1091'
L12
42.528'
567° 26' 43.46"W
20+60.93'
21+03.46'
1669538.4101'
797971.1091'
1669499.1351'
797954.7970'
L13
78.264'
561° 02' 29.23"W
21+03.46'
21+81.72'
1669499.1351'
797954.7970'
1669430.6568'
797916.9036'
L14
52.996'
549° 23' 08.78"W
21+81.72'
22+34.72'
1669430.6568'
797916.9036'
1669390.4274'
797882.4055'
L15
137.127'
539° 22' 43.83"W
22+34.72'
23+71.85'
1669390.4274'
797882.4055'
1669303.4279'
797776.4108'
L16
78.487'
530° 53' 33.53"W
23+71.85'
24+50.33'
1669303.4279'
797776.4108'
1669263.1300'
797709.0583'
L17
224.365'
522° 00' 59.56"W
24+50.33'
26+74.70'
1669263.1300'
797709.0583'
1669179.0215'
797501.0554'
L18
72.667'
534° 59' 27.30"W
26+74.70'
27+47.37'
1669179.0215'
797501.0554'
1669137.3506'
797441.5231'
L19
57.732'
516° 24' 45.78"W
27+47.37'
28+05.10'
1669137.3506'
797441.5231'
1669121.0382'
797386.1437'
L20
80.830'
523° 34' 15.59"W
28+05.10'
28+85.93'
1669121.0382'
797386.1437'
1669088.7153'
797312.0573'
L21
52.429'
535° 30' 15.54"W
28+85.93'
29+38.36'
1669088.7153'
797312.0573'
1669058.2666'
797269.3766'
L22
82.867'
531° 59' 08.62"W
29+38.36'
30+21.22'
1669058.2666'
797269.3766'
1669014.3715'
797199.0908'
L23
86.913'
S4° 22' 43.97"W
162+44.54'
163+31.45'
1663510.1601'
787899.0245'
1663503.5242'
787812.3657'
L24
0.380'
520° 38' 20.45"W
163+31.45'
163+31.83'
1663503.5242'
787812.3657'
1663503.3903'
787812.0102'
L25
63.307'
510° 51' 26.08"E
163+31.83'
163+95.14'
1663503.3903'
787812.0102'
1663515.3149'
787749.8368'
L26
48.270'
526° 13' 50.05"E
163+95.14'
164+43.41'
1663515.3149'
787749.8368'
1663536.6495'
787706.5375'
L27
62.365'
538° 53' 22.32"E
164+43.41'
165+05.77'
1663536.6495'
787706.5375'
1663575.8038'
787657.9949'
L28
143.685'
54° 49' 33.75"W
165+05.77'
166+49.46'
1663575.8038'
787657.9949'
1663563.7155'
787514.8196'
L29
113.869'
513° 41' 13.75"W
166+49.46'
167+63.33'
1663563.7155'
787514.8196'
1663536.7719'
787404.1847'
L30
82.365'
529° 35' 01.87"W
167+63.33'
168+45.69'
1663536.7719'
787404.1847'
1663496.1084'
787332.5570'
L31
21.080'
586° 05' 05.62"W
168+45.69'
168+66.77'
1663496.1084'
787332.5570'
1663475.0777'
787331.1177'
L32
49.878'
558° 39' 36.02"W
168+66.77'
169+16.65'
1663475.0777'
787331.1177'
1663432.4768'
787305.1752'
L33
279.522'
554° 48' 45.85"W
169+16.65'
171+96.17'
1663432.4768'
787305.1752'
1663204.0312'
787144.1006'
L34
152.956'
549° 11' 45.96"W
171+96.17'
173+49.13'
1663204.0312'
787144.1006'
1663088.2514'
787044.1484'
L35
133.960'
558° 38' 40.65"W
173+49.13'
174+83.09'
1663088.2514'
787044.1484'
1662973.8552'
786974.4429'
SURVEY DATA TABLE
Number
Length
Direction
Start Station
End Station
Start Point E
Start Point N
End Point E
End Point N
L36
74.650'
516° 26' 59.14"W
174+83.09'
175+57.74'
1662973.8552'
786974.4429'
1662952.7163'
786902.8487'
L37
32.798'
539° 32' 38.12"W
175+57.74'
175+90.54'
1662952.7163'
786902.8487'
1662931.8346'
786877.5567'
L38
154.196'
569° 11' 57.99"W
175+90.54'
177+44.73'
1662931.8346'
786877.5567'
1662787.6887'
786822.7992'
L39
63.546'
561° 07' 17.53"W
177+44.73'
178+08.28'
1662787.6887'
786822.7992'
1662732.0448'
786792.1094'
L40
139.454'
566° 02' 49.39"W
178+08.28'
179+47.73'
1662732.0448'
786792.1094'
1662604.6005'
786735.4929'
L41
67.874'
S9° 17' 14.56"W
179+47.73'
180+15.61'
1662604.6005'
786735.4929'
1662593.6466'
786668.5089'
L42
53.220'
529° 25' 34.04"W
180+15.61'
180+68.83'
1662593.6466'
786668.5089'
1662567.4995'
786622.1547'
L43
130.902'
565° 08' 03.30"W
180+68.83'
181+99.73'
1662567.4995'
786622.1547'
1662448.7328'
786567.1113'
L44
77.523'
N25° 21' 14.67"W
181+99.73'
182+77.25'
1662448.7328'
786567.1113'
1662415.5366'
786637.1672'
L45
59.214'
N83° 01' 13.64"W
182+77.25'
183+36.47'
1662415.5366'
786637.1672'
1662356.7613'
786644.3626'
L46
29.713'
N84° 03' 38.51"W
183+36.47'
183+66.18'
1662356.7613'
786644.3626'
1662327.2073'
786647.4372'
L47
194.516'
N70° 59' 48.88"W
183+66.18'
185+60.70'
1662327.2073'
786647.4372'
1662143.2923'
786710.7753'
L48
177.268'
S2° 26' 11.46"E
220+48.23'
222+25.50'
1660475.8560'
784360.5204'
1660483.3921'
784183.4124'
L49
59.769'
549° 54' 55.33"E
222+25.50'
222+85.27'
1660483.3921'
784183.4124'
1660529.1213'
784144.9258'
L50
61.725'
580° 13' 46.52"E
222+85.27'
223+47.00'
1660529.1213'
784144.9258'
1660589.9512'
784134.4510'
L51
102.807'
S80° 32' 58.16"E
223+47.00'
224+49.80'
1660589.9512'
784134.4510'
1660691.3631'
784117.5705'
L52
39.981'
513° 01' 55.03"E
224+49.80'
224+89.78'
1660691.3631'
784117.5705'
1660700.3786'
784078.6192'
L53
91.011'
53° 59' 45.93"W
224+89.78'
225+80.80'
1660700.3786'
784078.6192'
1660694.0362'
783987.8293'
L54
35.409'
571° 10' 08.28"E
225+80.80'
226+16.20'
1660694.0362'
783987.8293'
1660727.5500'
783976.4000'
L55
26.082'
553° 40' 50.73"E
226+16.20'
226+42.29'
1660727.5500'
783976.4000'
1660748.5647'
783960.9523'
L56
82.199'
534° 08' 35.95"E
226+42.29'
227+24.48'
1660748.5647'
783960.9523'
1660794.7000'
783892.9216'
L57
63.697'
534° 11' 39.18" E
227+24.48'
227+88.18'
1660794.7000'
783892.9216'
1660830.4978'
783840.2353'
L58
106.828'
517° 59' 24.01"E
227+88.18'
228+95.01'
1660830.4978'
783840.2353'
1660863.4917'
783738.6302'
L59
66.299'
512° 19' 51.99"E
228+95.01'
229+61.31'
1660863.4917'
783738.6302'
1660877.6506'
783673.8606'
L60
127.122'
59° 24' 54.01"W
229+61.31'
230+88.43'
1660877.6506'
783673.8606'
1660856.8554'
783548.4508'
L61
44.047'
512° 11' 03.29"W
230+88.43'
231+32.48'
1660856.8554'
783548.4508'
1660847.5591'
783505.3964'
L62
59.744'
S7° 17' 04.44"W
231+32.48'
231+92.22'
1660847.5591'
783505.3964'
1660839.9837'
783446.1345'
L63
57.154'
554° 44' 52.68"W
231+92.22'
232+49.38'
1660839.9837'
783446.1345'
1660793.3107'
783413.1468'
L64
81.142'
546° 03' 51.37"W
232+49.38'
233+30.52'
1660793.3107'
783413.1468'
1660734.8788'
783356.8463'
L65
74.849'
587° 42' 07.48"W
233+30.52'
234+05.37'
1660734.8788'
783356.8463'
1660660.0903'
783353.8452'
L66
38.744'
N73° 42' 25.56"W
234+05.37'
234+44.11'
1660660.0903'
783353.8452'
1660622.9024'
783364.7147'
L67
89.076'
588° 20' 00.80"W
234+44.11'
235+33.19'
1660622.9024'
783364.7147'
1660533.8643'
783362.1243'
L68
52.338'
539° 02' 54.67"W
235+33.19'
235+85.52'
1660533.8643'
783362.1243'
1660500.8923'
783321.4777'
L69
25.328'
512° 35' 22.77"W
235+85.52'
236+10.85'
1660500.8923'
783321.4777'
1660495.3717'
783296.7590'
L70
87.006'
S3° 39' 05.36"E
236+10.85'
236+97.86'
1660495.3717'
783296.7590'
1660500.9129'
783209.9294'
NOTE: FOR SURVEY CENTER LINE DATA
TABLE SEE THIS SHEET.
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
\ AV01D UTILITY DAMAGE
Know what's below.
Call before you dig.
DESIGNED JDE
DRAWN DAM
CHECKED
PROJ.ENGR
JDE
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
SURVEY CONTROL
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
DRAWING
NUMBER
N0.
ISSUED FOR
DATE
BY
APPROVED
3
SR-819
NIf 1 nq Pflfl

VEGETATION REQUIREMENTS
30BBY JCKL2
4L01 DAIL: 2/24/
VEGETATION PREPARATION AND INSTALLATION REQUIREMENTS ARE OUTLINED FOR FOUR
ZONES. GENERAL REQUIREMENTS ON SEEDING, MULCH AND COMPOST APPLICATION, AND
PLANTING ARE PROVIDED UPFRONT FOR ALL ZONES. THEN, REQUIREMENTS FOR EACH ZONE
ARE OUTLINED IN MORE DETAIL, INCLUDING SPECIFIC SPECIES AND TYPES OF PLANTINGS
TO BE USED. NOTE THAT LIVE STAKES SHALL ONLY BE USED IN ZONE 1. SEEDING AND
CONTAINER PLANTING SHALL BE USED IN ZONES 2 AND 3, AND BARE ROOT PLANTINGS
SHALL ONLY BE USED IN ZONE 3 IF AVAILABILITY OF CONTAINER PLANTINGS IS LIMITED.
SEEDING REQUIREMENTS FOR ALL ZONES:
EXPOSED SOIL SHALL BE SEEDED WITH A MIXTURE OF TEMPORARY AND PERMANENT
SEEDING. TEMPORARY SEED CONTENT SHOULD BE APPLIED AS DETAILED IN THE TABLE
BELOW. ONE OR TWO SPECIES MAY BE INCLUDED IN THE MIX. THE WARM SEASON GRASS
SEEDING RATE SHOULD BE DOUBLED IF HYDROSEEDING IS USED.
MATERIAL
SEED TYPE
MINIMUM SEED
PURITY (%)
APPLICATION
RATE
PLANTING
DATES
Lime
N/A
N/A
by Soil Test
Jan 1 — Dec 31
Compost
N/A
N/A
by Soil Test
Jan 1 — Dec 31
Seed
German Millet
97
40 Ibs/acre
May 1 —Aug 15
Annual Rye
94
120 Ibs/acre
Aug 15 — Dec 30
Wheat
94
30 Ibs/acre
Apr 1
N/A
N/A
4000 Ibs/acre
Jan 1 — Dec 31
Rye Grain/
N/A
120 Ibs/acre
Jan 1 — May 1
Kobe Lespedezia
1 — Application rates and/or chemical analysis shall be established by a soil test.
PERENNIAL NATIVE GRASSES AND HERBS SHOULD BE APPLIED WITH THE TEMPORARY SEED
MIX AT A RATE OF 15 BULK POUNDS PER ACRE. SEEDING SHOULD BE DONE EVENLY OVER
THE BUFFER AREA USING A NO —TILL GRASS DRILL. AFTER SEEDING, AREAS SHOULD BE
HAND RAKED TO INCORPORATED SEED TO WITHIN THE TOP 1/4 INCH OF SOIL. FOR UPLAND
AREAS, APPLY STRAW TO COVER SEED MIX AT A RATE OF 4000 LBS/ACRE AND ANCHOR
WITH BIODEGRADABLE NETTING. ANCHOR MULCH IN LOW SLOPE AREAS USING TACKIFIER OR
ROVING. AT LEAST 8 SPECIES FROM THE FOLLOWING LIST SHALL BE INCLUDED IN THE
SEED MIX, WITH AT LEAST ONE SPECIES FROM EACH TYPE (SHADE TOLERANT, GENERAL
RIPARIAN, COOL SEASON, WARM SEASON, AND WETLAND). SUBSTITUTED SPECIES SHALL BE
NATIVE AND MUST BE APPROVED BY THE ENGINEER.
COMPOST SHALL BE A WELL —DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER SOURCE.
COMPOST SHALL BE DERIVED FROM FOOD; AGRICULTURAL OR INDUSTRIAL RESIDUALS;
BIOSOLIDS (TREATED SEWAGE SLUDGE); YARD TRIMMINGS; OR SOURCE —SEPARATED OR
MIXED SOLID WASTE. THE COMPOST SHALL POSSESS NO OBJECTIONABLE ODORS AND SHALL
NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED. THE MATERIAL SHALL
NOT CONTAIN SUBSTANCES TOXIC TO PLANTS OR ANIMALS. GRADATION: THE COMPOST
MATERIAL SHALL PASS THROUGH A 3/8 INCH SCREEN, POSSESS A PH OF 5.5 TO 8.0,
AND HAVE A MOISTURE CONTENT BETWEEN 35-55 PERCENT BY WEIGHT. THE MATERIAL
SHALL NOT CONTAIN MORE THAN 1 PERCENT BY WEIGHT OF MAN—MADE FOREIGN MATTER.
COMPOST SHALL BE CLEANED OF PLASTIC MATERIALS LARGER THAN 2 INCHES IN LENGTH.
Common Name
Scientific Name
Type
Virginia wild rye
Elymus virginicus
Shade tolerant, Cool season
Big bluestem
Andropogon gerardii
Shade tolerant
Little bluestem
Schizachyrium scoparium
Shade tolerant
Patridge pea
Chamaecrista fasciculata
Shade tolerant
Fox sedge
Carex vulpinoidea
Shade tolerant
Showy tick trefoil
Desmodium canadense
Shade tolerant
Sedge
Carex intumescens
Shade tolerant
Beggar ticks
Bidens aristosa
Shade tolerant
Switchgrass
Panicum virgatum
Warm season
Creeping bentgrass
Agrostis stolonifera
Generalparian
General Riparian
Black-eyed susan
Rudbeckia hirta
Coreopsis
Coreopsis lanceolata
General Riparian
Deer tongue
Panicum clandestinum
Warm season
Awned barnyard grass
Echinochloa muricata
General Riparian
Indian grass
Sorghastrum nutans
Warm season
Gamma
Tripsacum dactyloides
General Riparian
Soft rush
Juncus effusus
Wetland
Fox sedge
Carex vulpinoidea
Wetland
GENERAL REQUIREMENTS FOR ALL PLANT MATERIAL
• PLANT MATERIAL SHALL BE IDENTIFIED WITH ATTACHED, DURABLE, WATERPROOF LABELS
AND WEATHER —RESISTANT INK, STATING THE CORRECT BOTANICAL PLANT NAME AND
SIZE.
• PLANT MATERIAL SHALL BE PROTECTED DURING DELIVERY TO PREVENT DESICCATION
AND DAMAGE.
• PLANT MATERIAL SHALL BE INSTALLED WITHIN 48 HOURS OF LEAVING THE
GREENHOUSE. PLANT MATERIAL NOT INSTALLED ON THE DAY OF ARRIVAL AT THE SITE
SHALL BE STORED IN AREAS PROTECTED FROM DIRECT SUN AND WIND (A SHADE
CLOTH MAY BE USED TO PROTECT PLANTS AGAINST DIRECT SUN).
• AN ALTERNATE PLANT STORAGE AREA MAY BE USED WITH ENGINEER APPROVAL.
• ALL PLANT MATERIAL SHALL BE KEPT IN A MOIST CONDITION BY WATERING WITH A FINE
MIST SPRAY UNTIL INSTALLED.
• TEMPORARY AND PERMANENT SEEDING SHALL OCCUR BEFORE THE INSTALLATION OF
EROSION CONTROL MATTING.
• FOR CONTAINER AND BARE ROOT SHRUBS AND TREES, SOIL IN THE AREA OF THE
PLANTINGS SHALL BE LOOSENED TO A DEPTH OF AT LEAST 5 INCHES.
GENERAL REQUIREMENTS FOR LIVE STAKES
• 2 TO 3 FOOT CENTER SPACING, RANDOM SPECIES PLACEMENT
• STAKES SHALL BE ANGLED ON THE BOTTOM AND CUT FLUSH ON THE TOP WITH BUDS
ORIENTED UPWARDS.
• SIDE BRANCHES SHALL BE CLEANLY TRIMMED SO THE CUTTING EDGE IS ONE SINGLE
STEM.
REQUIREMENTS FOR CONTAINER PLANTING:
SOIL IN THE AREA OF SHRUB AND TREE PLANTINGS SHOULD BE LOOSENED PRIOR TO
PLANTING. A STINGER OR AUGER OF 1.25 TIMES THE PLUG OR CONTAINER DIAMETER AND
EXTENDING TO THE DEPTH TO BE PLANTED SHALL BE USED TO MAKE A PILOT HOLE FOR
THE PLANTING. THE PLANTING TRENCH OR HOLE SHOULD BE DEEP AND WIDE ENOUGH TO
PERMIT THE ROOTS TO SPREAD OUT AND DOWN WITHOUT J—ROOTING. THE PLANT STEM
SHOULD REMAIN UPRIGHT ON ITS OWN AFTER BEING PLANTED. SOIL SHOULD BE
REPLACED AROUND THE TRANSPLANTED VEGETATION AND TAMPED AROUND THE SHRUB OR
TREE FIRMLY TO ELIMINATE AIR POCKETS. SPACING GUIDELINES OF ROOTED SHRUBS AND
TREES ARE PROVIDED IN THE FOLLOWING TABLE.
Type
Spacing
# Per 1,000 sq ft
Shrubs (<10 ft tall)
3 to 6 ft
25 to 110
Shrubs and trees (10-25 ft)
6 to 8 ft
15 to 25
Trees (>25 ft tall)
8 to 15 ft
4 to 15
PLANT SPECIES IN NEARLY EQUAL PROPORTIONS, ACCORDING TO AVAILABILITY OR UNLESS
OTHERWISE SPECIFIED HEREIN. PLANT AT THE DENSITY AND SPACING RECOMMENDED ABOVE.
FOLLOW PROFESSIONALLY —ACCEPTED GUIDELINES REGARDING APPROPRIATE TIME OF YEAR
FOR PLANTING.
REQUIREMENTS FOR BARE ROOT PLANTING:
BARE ROOT SURVIVAL IS EXPECTED TO BE VERY LOW, DUE TO THE SANDINESS OF THE
SOILS. CONTAINERIZED SHRUBS AND TREES (QUART CONTAINER OR LARGER) WILL BE
HIGHLY PREFERRED. SUPPLEMENT PLANTINGS WITH BARE ROOT STOCK IN ZONE 3 ONLY IF
NECESSARY DUE TO AVAILABILITY.
PLANTING SHALL TAKE PLACE BETWEEN LATE FALL AND EARLY SPRING, DEPENDING ON
CONSTRUCTION DATES FOR THE PROJECT. IMMEDIATELY FOLLOWING DELIVERY TO THE
PROJECT SITE, ALL PLANTS WITH BARE ROOTS, IF NOT PROMPTLY PLANTED, SHALL BE
HEELED —IN IN CONSTANTLY MOIST SOIL OR SAWDUST IN AN ACCEPTABLE MANNER
CORRESPONDING TO GENERALLY ACCEPTED HORTICULTURAL PRACTICES.
WHILE PLANTS WITH BARE ROOTS ARE BEING TRANSPORTED TO AND FROM HEELING —IN
BEDS, OR ARE BEING DISTRIBUTED IN PLANTING BEDS, OR ARE AWAITING PLANTING AFTER
DISTRIBUTION, THE CONTRACTOR SHALL PROTECT THE PLANTS FROM DRYING OUT BY
MEANS OF WET CANVAS, BURLAP, OR STRAW, OR BY OTHER MEANS ACCEPTABLE TO
ENGINEER/PROJECT MANAGER AND APPROPRIATE TO WEATHER CONDITIONS AND THE
LENGTH OF TIME THE ROOTS WILL REMAIN OUT OF THE GROUND.
BARE ROOT VEGETATION MAY BE PLANTED IN HOLES MADE BY A MATTOCK, DIBBLE,
PLANTING BAR, OR OTHER MEANS APPROVED BY ENGINEER/PROJECT MANAGER.
ROOTSTOCK SHALL BE PLANTED IN A VERTICAL POSITION WITH THE ROOT COLLAR
APPROXIMATELY 1� INCH BELOW THE SOIL SURFACE. THE PLANTING TRENCH OR HOLE
SHALL BE DEEP AND WIDE ENOUGH TO PERMIT THE ROOTS TO SPREAD OUT AND DOWN
WITHOUT J—ROOTING. THE PLANT STEM SHALL REMAIN UPRIGHT. SOIL SHALL BE
REPLACED AROUND THE TRANSPLANTED VEGETATION AND TAMPED AROUND THE SHRUB OR
TREE FIRMLY TO ELIMINATE AIR POCKETS.
SPACING GUIDELINES OF ROOTED SHRUBS AND TREES ARE PROVIDED IN THE FOLLOWING
TABLE.
Type
Spacing
# Per 1,000 sq ft
Shrubs (<10 ft tall)
3 to 6 ft
25 to 110
Shrubs and trees (10-25 ft)
6 to 8 ft
15 to 25
Trees (>25 ft tall)
8to15ft
4to15
ZONE 1: FROM EDGE OF NORMAL POOL TO TOP OF 2:1 SLOPE (INCLUDES 2:1 SLOPE
NEAREST TO STREAM)
SEEDING
FOLLOW PERMANENT AND TEMPORARY SEEDING REQUIREMENTS FOR ALL ZONES, SPECIFIED
ABOVE.
LIVE STAKES
PLANT THE FOLLOWING LIVE STAKES ALONG STEEPER SLOPES:
Common Name
Scientific Name
Silky Dogwood
Cornus amomum
Black Willow
Salix nigra
Silky Willow
Salix sericea
Elderberry
Sambucus canadensis
' BLACK WILLOW SHALL COMPOSE NO MORE THAN 20 PERCENT OF PLANTINGS
• NO OTHER SINGLE LIVE STAKING SPECIES SHALL COMPOSE MORE THAN 40 PERCENT
OF THE TOTAL NUMBER INSTALLED.
• ONLY THE SPECIES SPECIFIED SHOULD BE USED. APPROVAL FROM ENGINEER IS
REQUIRED TO USE AN ALTERNATE SPECIES.
LIVE STAKES SHOULD BE DORMANT AND GATHERED LOCALLY FROM A REPUTABLE
COMMERCIAL SUPPLIER. STAKES SHOULD BE lh TO 2 INCHES IN DIAMETER, 2 TO 3 FEET
IN LENGTH, AND LIVING BASED ON THE PRESENCE OF YOUNG BUDS AND GREEN BARK.
STAKES SHOULD BE KEPT COOL AND MOIST TO IMPROVE SURVIVAL AND TO MAINTAIN
DORMANCY.
ZONE 2: FROM TOP OF 2:1 SLOPE TO TOE OF 3:1 SLOPE (INCLUDES TERRACE NEAREST
STREAM IF APPLICABLE)
SEEDING
FOLLOW PERMANENT AND TEMPORARY SEEDING REQUIREMENTS FOR ALL ZONES, SPECIFIED
ABOVE.
CONTAINER PLANTINGS
PLANT CONTAINERIZED PLANTS ACCORDING TO THE REQUIREMENTS SPECIFIED ABOVE. IN
ADDITION TO THESE PLANTINGS, INSTALL 2.5" TO 5" CALIPER TREES ROUGHLY EVERY 30
FEET ALONG THE STREAM LENGTH (WITH SOME VARIATION), RANDOMLY VARYING THE
LOCATION RELATIVE TO THE STREAM.
PLANT AT LEAST 5 OF THE FOLLOWING SPECIES ON LOW —SLOPING AREAS OR TERRACES,
INCLUDING AT LEAST 3 SPECIES OF EACH TYPE (SHRUB, TREE). SPECIES SHOULD INCLUDE
EITHER QUERCUS BICOLOR OR BETULA NIGRA. ONLY THE SPECIES SPECIFIED SHOULD BE
USED. APPROVAL FROM ENGINEER IS REQUIRED TO USE AN ALTERNATE SPECIES. SEE
NOTES IN TABLE FOR PLANTING INSTRUCTIONS OF SPECIFIC SPECIES.
Common Name
Scientific Name
Wetland Indicator
Status
Type
Notes
Tag alder
Alnus serrulata
FACW+
Shrub
Red chokeberry
Aronia arbutifolia
FACW
Shrub
Silky dogwood
Comus amomum
FACW+
Shrub
Virginia Sweetspire
ltea virginica
FACW+
Shrub
Yellowroot
Xanthorhiza
simplicissima
FACW-
Shrub
Plant in wetter
areas
Swamp White Oak
Quercus bicolor
FACW+
Tree
Plant in wetter
areas
River Birch
Betula nigra
FACW/OBL
Tree
Plant in wetter
areas, <10% of
total stem count
Sycamore
Pfatanus occidentalis
FACW-
Tree
Plant in drier areas
Willow oak
Quercus phellos
FACW-
Tree
Tulip Poplar
Liriodendron tulipifera
FAC
Tree
Plant in drier areas
Green ash
Fraxinus pennsylvanica
FACW
Tree
ZONE 3: FROM TOE OF 3:1 SLOPE TO TOP OF 3:1 SLOPE
SEEDING
FOLLOW PERMANENT AND TEMPORARY SEEDING REQUIREMENTS FOR ALL ZONES, SPECIFIED
ABOVE.
CONTAINER PLANTINGS
PLANT CONTAINERIZED PLANTS ACCORDING TO THE REQUIREMENTS SPECIFIED ABOVE. IN
ADDITION TO THESE PLANTINGS, INSTALL 2.5" TO 5" CALIPER TREES ROUGHLY EVERY 20
FEET ALONG THE STREAM LENGTH (WITH SOME VARIATION), RANDOMLY VARYING THE
LOCATION RELATIVE TO THE STREAM.
PLANT AT LEAST 6 OF THE FOLLOWING SPECIES, INCLUDING AT LEAST 1 OF EACH TYPE
(WETLAND SHRUB, UPLAND SHRUB, WETLAND TREE, UPLAND TREE). ONLY THE SPECIES
SPECIFIED SHOULD BE USED. APPROVAL FROM ENGINEER IS REQUIRED TO USE AN
ALTERNATE SPECIES.
Common Name
Scientific Name
Wetland
Indicator Status
Type
Notes
Blackhaw
Viburnum prunifolium
FACU
Upland Shrub
Plant in drier areas,
sun to part shade
Sassafras
Sassafras afbidum
FACU
Upland Shrub
Beauty berry
Caflicarpa Americana
Aronia arbutifofia
FACU-
FACW
Upland Shrub
Red chokeberry
Wetland Shrub
Plant in wetter
areas
Ironwood
Carpinus carofiniana
FAC
Wetland Shrub
Plant in wetter
areas
Sycamore
Platanus occfdentalis
FACW-
Wetland Tree
Plant in wetter,
sunny areas
Tulip Poplar
Liriodendron fulipifera
FAC
Wetland Tree
Plant in wetter,
sunny areas
Red Cedar
Juniperus virginiana
FACU-
Upland Tree
Sugar maple
Acer saccharum
FACU-
Upland Tree
Hazelnut
Corylus americana
FACU
Upland Tree
Beech
Fagus grandifolia
FACU
Upland Tree
White ash
Fraxinus americana
FACU
Upland Tree
Flowering dogwood
Cornus florida
FACU
Upland Tree
BAREROOT PLANTINGS
SUPPLEMENT PLANTINGS WITH BARE ROOT STOCK ONLY IF NECESSARY DUE TO AVAILABILITY.
FOLLOWING THE SPECIES REQUIREMENTS FOR CONTAINER PLANTINGS AND THE BARE ROOT
PLANTING REQUIREMENTS SPECIFIED ABOVE
ZONE 4: FROM TOP OF 3:1 SLOPE TO EXTENT OF DISTURBANCE SEEDING
SEEDING
FOLLOW PERMANENT AND TEMPORARY SEEDING REQUIREMENTS FOR ALL ZONES, SPECIFIED
ABOVE.
PLANTING ZONE AREAS (NC109, BALL, KANOY)
POOL
ZONE 1
ZONE 2
ZONE 3
ZONE 4
NC109
9,336 sf
4,581 sf
31,817 sf
98,605 sf
BALL
15,480 sf
27,690 sf
24,593 sf
168,322 sf
KANOY
11,712 sf
21,615 sf
6,501 sf
155,177 sf
TOTAL
36,528 sf
53,886 sf
62,911 sf
422,104 sf
\L NC ONECA\
BEFORE YOU DIG
STOP
1-800UTI-632-4949
� AVOID LRY DAMAG
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DESIGNED JDE
DRAWN CRT
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PROJ.ENGR
JDE
NOT FOR
CONSTRUCTION
TETRA TECH
wwnvletratech.corn
Tel 919A85.8278 Fax 919A85.8280
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste.105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SAwYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License Na : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
LANDSCAPE
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
DRAWING
NUMBER
NO. ISSUED FOR
DATE
BY
APPROVED
3
SR-820
XREFs= 3640 T 2-B ANS 2 -T

BOBBY.TUCKER
PLOT DATE. 2/24/2011
3 CEDAR STAKES, 2"
DIAMETER, MINIMUM 8'
LENGTH 5' HIGH X 5'
DIAMETER WIRE FENCING
(4"X4" FABRIC) STAKES
SHALL BE ANCHORED INTO
UNDISTURBED GROUND WITH
5' EXPOSED ABOVE GROUND
GUY WIRES TO BE REMOVED
AFTER 12 MONTHS
FINISH GRADE
PLANTING SOIL
MIXTURE
ROOT BALL
REMOVE BURLAP
WRAP
- a
-.-1
Nmm
Emm
imm
mom
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—.
RUBBER HOSE
GUY WIRE
GROUNDLINE TO BE SAME AS NURSERY
2" DEEP MULCH
DOUBLE SHREDDED HARDWOOD BARK
3" HIGH SAUCER
24"
6"
2.5" - 5" CALIPER TREE PLANTING DETAIL
N.T.S.
3 CEDAR STAKES, 1" DIAMETER,
MINIMUM 6' LENGTH 4' HIGH X
3' DIAMETER WIRE FENCING
(4"X4" FABRIC) STAKES SHALL
BE ANCHORED INTO
UNDISTURBED GROUND WITH 4'
EXPOSED ABOVE GROUND
FINISH GRADE
PLANTING SOIL
MIXTURE
REMOVE WRAP
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—GROUNDLINE TO BE SAME AS NURSERY
2" DEEP MULCH
DOUBLE SHREDDED HARDWOOD BARK
3" HIGH SAUCER
24"
CONTAINER OR BAREROOT PLANTING DETAIL
N.T.S.
1”-2” DIAMETER HOLE
PUNCHED INTO SOIL WITH
STEEL OR WOODEN ROD
LIVE STAKE, 2/3 IN HOLE,
1/3 ABOVE SURFACE
TAMP SOIL TO CLOSE HOLE
—FINISH GRADE
LIVE STAKE DETAIL
N.T.S.
ZONE 4 ZONE 3
TO MAXIMUM -
LIMIT OF
DISTURBANCE
ZONE 2 ZONE 1
TOP OF
TOE OF 3:1 SLOPE BANK
LINER OVERLAP DETAIL
ACTIVE
CHANNEL
EROSION CONTROL
MATTING (ECM)
1I—IIL—i1i
ZONE 1 ZONE 2
\A\
ZONE 3
TOP OF BANK
APPROXIMATELY 1' DEPTH
NORMAL POOL
STREAM PLANTING ZONES
JOIN ENDS OF STRIPS BY OVELAPPING 18 INCHES AND
STAPLING EVERY 1 FT. THROUGH BOTH LAYERS. ANCHOR
UPPER END OF EACH STRIP IN 6—INCH TRENCH.
6"
LIMITS OF BANK FILL
VARIES VARIES 6'
PLACE 8"
FIBER ROLL
(8" MIN.)
•
TOPSOIL
(TYP.)
LIMITS OF
CHANNEL FILL
20'
NTS
6"
1'
-40
ANCHOR SLOT
ZONE 4 TO MAXIMUM
LIMIT OF
DISTURBANCE
COMPACTED BACKFILL
NET AND MAT INSTALLATION
STAPLE EACH STRIP EVERY 3 FT. AROUND THE EDGES
AND DOWN THE CENTER. OVERLAP ADJACENT STRIPS 3
INCHES AND STAPLE.
ANCHOR NETTING OR MATTING IN 6—INCH TRENCH AT UPPER
END OF CHANNEL. COMPACT SOIL FIRMLY AND STAPLE
EVERY 1 FT., JUST BELOW ANCHOR SLOT. ROLL OUT
NETTING IN DIRECTION OF WATER FLOW. DO NOT STRETCH.
LIMITS OF BANK FILL
EROSION CONTROL
MATTING (ECM)
1
1 1—III—III—III—III—l-1
I�IIIIII_IIIIIIIII III
6' MIN.
TOE DOWN
6'
VARIES VARIES
PLACE 8"
TOPSOIL
(TYP.)
6"
FIBER ROLL (8" MIN.)
OVEREXCAVATE AND SCARIFY TOP 6" (TYP.)
NOTE:
FOR ADDITIONAL DETAILS SEE
TYPICAL CHANNEL SECTION
DETAIL F SHEET SR-804.
EROSION CONTROL MATTING DETAILS
NTS
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
. AVOID U ILIIY DAMAGE
KiowwWlls below
CaHbsior.you1g.
NO.
ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
APPROVED
JDE
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech..com
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27109
License No.: C-2644
HAZENAND SAWYER
Environmental Engineers & Scientists
4011 'IestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License Na : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
LANDSCAPE
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-821
XREFs= 3640-012TB-ANSI-D-TT

EXISTING GRAVEL
ROAD / PROPOSED
12' ACCESS ROAD
NC 109 POOL
TEMPORARY CONSTRUC
ENTRANCE (TYP)
22+00
iiOL
90L
80L
211- PROPOSED 12'
%/ZL ACCESS ROAD
4a\ 1-
r/
SCALE IN FEET
40
SCALE: 1 "= 40'
EROSION CONTROL NOTES:
OA TEMPORARY CONSTRUCTION
ENTRANCE SHALL CONFORM TO
NCDOT STD. DWG. 1607.01.
© TEMPORARY SILT FENCE SHALL
CONFORM TO NCDOT STD.
DWG. 1605.01.
SURVEY NOTES:
1. 2-FT TOPO LINES DOWNLOADED
FROM NCDOT, MARCH 2005 DATA
RELEASE, NC STATE PLANE NAD83
FT. (WWW.NCDOT.ORG/IT/GIS)
SCALE IN FEET
40 80
SCALE: 1 "= 40'
TEMPORARY SILT
FENCE
Know what's 6610W.
CaHbeiou,youdig.
NO.
ISSUED FOR
DATE
BY
DESIGNED
DRAWN
CHECKED
PROJ.ENGR
APPROVED
JDE
CRT
JDE
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech..com
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27109
License No.: C-2644
HAZENAND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
NC 109 POOL
EROSION AND SEDIMENT CONTROL PLAN
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE
2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-822

N
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PROPOSED 12'
ACCESS ROAD
TEMPORARY SILT
FENCE
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BY
MAXIMUM LIMITS
OF DISTURBANCE
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
APPROVED
JDE
NOT FOR
CONSTRUCTION
EXISTING DIRT
ROAD
MAXIMUM LIMITS
OF DISTURBANCE
TETRA TECH
www.tetratech..com
Tel 919A85.8278 Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2844
TEMPORARY SILT
FENCE
HAzENAND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
—688-
- 686-
-684—
PROPOSED 12'
ACCESS ROAD
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
SCALE IN FEET
0 40
SCALE: 1 "= 40'
80
EROSION CONTROL NOTES:
OA TEMPORARY CONSTRUCTION
ENTRANCE SHALL CONFORM TO
NCDOT STD. DWG. 1607.01.
© TEMPORARY SILT FENCE SHALL
CONFORM TO NCDOT STD.
DWG. 1605.01.
SURVEY NOTES:
1. 2—FT TOPO LINES DOWNLOADED
FROM NCDOT, MARCH 2005 DATA
RELEASE, NC STATE PLANE NAD83
FT. (WWW.NCDOT.ORG/IT/GIS)
SCALE IN FEET
0 40
SCALE: 1 "= 40'
ACALL NC ONEC\
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY DAMAGE
80
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
BALL ROAD POOL
EROSION AND SEDIMENT CONTROL PLAN
Know what's 6610W.
CaII before you dig.
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-823

TEMPORARY SILT \ N
FENCE
WETLAND EXCLUSION
FENCING (SAFETY FENCE).
SEE DETAIL
DRAWING NUMBER SR-825
KANOY ROAD POOL
NARROW ACCESS
ROAD AS REQUIRED
TO AVOID WETLANDS.
ALTERNATIVE: USE
TEMPORARY CROSSING
WETLAND EXCLUSION
FENCING (SAFETY FENCE).
SEE DETAIL
DRAWING NUMBER SR-825
SCALE IN FEET
0 40
SCALE: 1 "= 40'
80
EROSION CONTROL NOTES:
TEMPORARY CONSTRUCTION
ENTRANCE SHALL CONFORM TO
NCDOT STD. DWG. 1 607.01 .
TEMPORARY SILT FENCE SHALL
CONFORM TO NCDOT STD.
DWG. 1 605.01 .
CONTRACTOR SHALL NOT
DISTURB EXISTING WETLANDS.
LOCATE TEMPORARY
CONSTRUCTION ENTRANCE AND
ACCESS ROAD AS REQUIRED
TO AVOID WETLAND IMPACTS.
PROVIDE ORANGE SAFETY
FENCING AROUND WETLAND TO
DELINEATE THE LIMITS.
U THE CONTRACTOR SHALL NOT
ACCESS AREAS DESIGNATED AS
WETLANDS WITHOUT PRIOR
APPROVAL FROM ENGINEER.
0 APPROXIMATE WETLAND
BOUNDARIES IDENTIFIED BY
JOHN THOMAS, USACE,
9/8/2010.
SURVEY NOTES:
1. 2—FT TOPO LINES DOWNLOADED
FROM NCDOT, MARCH 2005 DATA
RELEASE, NC STATE PLANE NAD83
FT. (WWW.NCDOT.ORG/IT/GIS)
SCALE IN FEET
0 40
SCALE: 1 "= 40'
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY DAMAGE
80
Know what's below.
Call before you dig.
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR
JDE
NOT FOR
CONSTRUCTION
r
1
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
HAZENA1D SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
KANOY ROAD POOL
EROSION AND SEDIMENT CONTROL PLAN
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-824
N0.
ISSUED FOR
DATE
BY
APPROVED

BOBBY.TUCKER
PLOT DATE: 12/20/2010 2:33 PM
A
FLOW
ENERGY
DISSIPATOR
BASE FLOW + 1
FOOT MIN.
i
SILT
BAG
DIVERSION
PUMP
DISCHARGE
HOSES
WORK AREA
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SECTION A -A
INTAKE
HOSES
SUMP
FLOW
RIP RAP OR
SAND BAGS
IMPERVIOUS
SHEETING
BYPASS -PUMPING DETAIL
NTS
IMPERVIOUS
DIKE (TYP)
STREAM
BANK
1 /2" / FT
48"
ACCESS ROAD DETAIL
NTS
NOTE:
PROVIDE TEMPORARY SILT FENCE BETWEEN
ACCESS ROAD AND STREAM.
48" SAFETY FENCE, 72" T-POSTS
SAFETY FENCE DETAIL
NTS
12" CRUSHED STONE
BASE COURSE
NON -WOVEN
GEOTEXTILE
48" HIGH DENSITY ORANGE
POLYETHELENE SAFETY FENCE
STAKES: 72" T-POST DRIVEN
20" MIN. BELOW GRADE
WIRE OR ZIP TIES TO SECURE
SAFETY FENCE TO POST
FINISHED GRADE
CALL NC ONECALL
BEFORE YOU DIG
STOP
1-800-632-4949
AV01D UTILITY DAMAGE
Know what's below.
Call before you dig.
N0.
ISSUED FOR
DATE
BY
DESIGNED JDE
DRAWN CRT
CHECKED
PROJ.ENGR JDE
APPROVED
NOT FOR
CONSTRUCTION
TETRA TECH
www.tetratech.com
Tel [phone] Fax [phone]
TETRA TECH ENGINEERING, P.C.
3200 Chapel -Hill Nelson Hwy., Ste. 105
Research Triangle, NC 27709
License No.: C-2644
HAZENAND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500
Raleigh, North Carolina 27607
License No. : C-0381
CITY OF HIGH POINT
NORTH CAROLINA
WESTSIDE WASTEWATER TREATMENT PLANT
IMPROVEMENTS - PHASE 3
RICH FORK CREEK RESTORATION
DAVIDSON COUNTY, N.C.
EROSION CONTROL DETAILS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE 2010
H&S JOB 3460-012
NUMBER
CONTRACT
NUMBER
3
DRAWING
NUMBER
SR-825
XREFs= 3640-012TB—ANSI—D—TT