CONSTRUCTION_DRAWINGS_REV_1_20150416_SHEETS_01_THROUGH_31.pdf

PDF 10 MB Posted Aug 9, 2016

Attached to: Wetland Restoration Project - Halifax County Federal contract opportunity
Solicitation number: AG-2B46-S-16-0014
Issued by: Department of Agriculture National Resources Conservation Service Southeast Region

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Construction Drawings 1-31

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SF_30_-_Site_Visit.pdf	PDF	Aug 26, 2016
Site_Visit_Minutes.pdf	PDF	Aug 26, 2016
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20160822_TILLARY_ISSUED_FOR_CONSTRUCTION_REV_4_Pages_47_TO_59.pdf	PDF	Aug 22, 2016
EG_Surface_20160711.xml	XML file	Aug 22, 2016
20160822_TILLARY_ISSUED_FOR_CONSTRUCTION_REV_4_Pages_32_TO_34.pdf	PDF	Aug 22, 2016
20160822_TILLARY_ISSUED_FOR_CONSTRUCTION_REV_4_Pages_35_TO_37.pdf	PDF	Aug 22, 2016
20160822_CONSTRUCTION_SPECIFICATIONS_ISSUE_FOR_CONSTRUCTION_REV_-_4.pdf	PDF	Aug 22, 2016
20160822_TILLARY_ISSUED_FOR_CONSTRUCTION_REV_4_Pages_38_TO_40.pdf	PDF	Aug 22, 2016
20160822_TILLARY_ISSUED_FOR_CONSTRUCTION_REV_4_Pages_41_TO_43.pdf	PDF	Aug 22, 2016
SF_30_-_Amendment_1.pdf	PDF	Aug 22, 2016
SURFACES_and_ALIGNMENTS.xml	XML file	Aug 22, 2016
20160822_TILLARY_ISSUED_FOR_CONSTRUCTION_REV_4_Pages_01_TO_15.pdf	PDF	Aug 22, 2016
20160711_Planting_Areas_and_LOD.dwg	DWG drawing	Aug 22, 2016
20160822_TILLARY_ISSUED_FOR_CONSTRUCTION_REV_4_Pages_16_TO_31.pdf	PDF	Aug 22, 2016
20160822_TILLARY_ISSUED_FOR_CONSTRUCTION_REV_4_Pages_44_TO_46.pdf	PDF	Aug 22, 2016
Additional_Amendment_One_Details.pdf	PDF	Aug 22, 2016
CONSTRUCTION_DRAWINGS_REV_1_20150416_SHEETS_41_THROUGH_43.pdf	PDF	Aug 9, 2016
SF-1442.pdf	PDF	Aug 9, 2016
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Solicitation_-_Construction_-_WRP_-_Easement_6645320900RQJ.pdf	PDF	Aug 9, 2016
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CONSTRUCTION_DRAWINGS_REV_1_20150416_SHEETS_44_THROUGH_46.pdf	PDF	Aug 9, 2016
Construction_Specifications.pdf	PDF	Aug 9, 2016
CONSTRUCTION_DRAWINGS_REV_1_20150416_SHEETS_32_THROUGH_34.pdf	PDF	Aug 9, 2016
CONSTRUCTION_DRAWINGS_REV_1_20150416_SHEETS_47_THROUGH_59.pdf	PDF	Aug 9, 2016
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CONSTRUCTION_DRAWINGS_REV_1_20150416_SHEETS_35_THROUGH_37.pdf	PDF	Aug 9, 2016
Synopsis_Pre-Solicitation_Notice_(ROUND_2).pdf	PDF	Jul 25, 2016

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PREPARED BY

NATURAL RESOURCES CONSERVATION SERVICE

WETLAND RESERVE EASEMENT

LOCATION MAP

NTS.

VICINITY MAP

NTS.

ISSUED FOR BID / CONSTRUCTION 07/14/2014

PROJECT DESCRIPTION:

THE PURPOSE OF THIS PROJECT IS TO RESTORE THE WETLAND

HYDROLOGY AND ECOLOGY WITHIN TILLERY WETLANDS RESERVE

EASEMENT BOUNDARY. IMPROVEMENTS WILL INCLUDE WETLAND

RESTORATION, HYDROLOGIC ENHANCEMENT, FLOODWATER

ATTENUATION, WATER QUALITY IMPROVEMENTS AND ENHANCEMENT

OF WILDLIFE HABITAT.

CALL 48 HOURS

BEFORE YOU DIG

800-632-4949

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HALIFAX COUNTY

Natural Resources Conservation Service

United States Department of Agriculture

SHEET LIST TABLE

SHEET # SHEET TITLE SHEET # SHEET TITLE

1 COVER 31 EXTENDED DITCH PLUG STA 34+20.00 TO 39+90.00

2 GENERAL NOTES 32 EXTENDED DITCH PLUG STA 39+90.00 TO 40+86.31

3 OVERALL SITE PLAN 33 OVERALL PLANTING PLAN

4 EROSION AND SEDIMENT CONTROL PLAN 34 NORTH PLANTING STA 0+00.00 TO 8+79.79

5 NORTH STREAM - STA 0+00.00 TO 5+30.00 35 NORTH PLANTING STA 8+79.79 TO 17+59.59

6 NORTH STREAM - STA 5+30.00 TO 10+60.00 36 NORTH PLANTING STA 17+59.59 TO 26+39.38

7 NORTH STREAM - STA 10+60.00 TO 15+90.00 37 NORTH PLANTING STA 26+39.38 TO 33+34.17

8 NORTH STREAM - STA 15+90.00 TO 21+20.00 38 SOUTH PLANTING STA 0+00.00 TO 8+75.00

9 NORTH STREAM - STA 21+20.00 TO 26+50.00 39 SOUTH PLANTING STA 8+75.00 TO 17+50.00

10 NORTH STREAM - STA 26+50.00 TO 31+80.00 40 SOUTH PLANTING STA 17+50.00 TO 26+25.00

11 NORTH STREAM - STA 31+80.00 TO 33+34.17 41 SOUTH PLANTING STA 26+25.00 TO 35+00.00

12 NORTH PATHWAY STA 0+00.00 TO 5+30.00 42 SOUTH PLANTING STA 35+00.00 TO 41+91.39

13 NORTH PATHWAY STA 5+30.00 TO 7+00.00 43 EXTENDED DITCH PLUG PLANTING 0+00.00 TO 8+20.00

14 SOUTH STREAM STA 0+00.00 TO 5+30.00 44 EXTENDED DITCH PLUG PLANTING 8+20.00 TO 16+40.00

15 SOUTH STREAM STA 5+30.00 TO 10+60.00 45 EXTENDED DITCH PLUG PLANTING 16+40.00 TO 24+60.00

16 SOUTH STREAM STA 10+60.00 TO 15+90.00 46 EXTENDED DITCH PLUG PLANTING 24+60.00 TO 32+80.00

17 SOUTH STREAM STA 15+90.00 TO 21+20.00 47 EXTENDED DITCH PLUG PLANTING 32+80.00 TO 40+86.31

18 SOUTH STREAM STA 21+20.00 TO 26+50.00 48 OFFLINE CELL 01 PLANTING 0+00.00 TO 7+24.20

19 SOUTH STREAM STA 26+50.00 TO 31+80.00 49 TYPICAL CROSS SECTIONS

20 SOUTH STREAM STA 31+80.00 TO 37+10.00 50 EXTENDED DITCH PLUG CROSS SECTIONS

21 SOUTH STREAM STA 37+10.00 TO 41+91.39 51 STAKEOUT 01

22 SOUTH PATHWAY STA 0+00.00 TO 2+00.00 52 STAKEOUT 02

23 OFFLINE CELL 01 STA 0+00.00 TO 5+16.89 53 PLANTING DETAILS

24 OFFLINE CELL 01 SECTIONS 54 DETAILS

25 EXTENDED DITCH PLUG STA 0+00.00 TO 5+70.00 55 STRUCTURE DETAILS

26 EXTENDED DITCH PLUG STA 5+70.00 TO 11+40.00 56 STRUCTURE DETAILS

27 EXTENDED DITCH PLUG STA 11+40.00 TO 17+10.00 57 STRUCTURE DETAILS

28 EXTENDED DITCH PLUG STA 17+10.00 TO 22+80.00 58 STRUCTURE DETAILS

29 EXTENDED DITCH PLUG STA 22+80.00 TO 28+50.00 59 HABITAT DETAILS

30 EXTENDED DITCH PLUG STA 28+50.00 TO 34+20.00

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RECOMMENDED CONSTRUCTION SEQUENCE

CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO NRCS PROJECT ENGINEER TWO WEEKS IN ADVANCE FOR

ANY DEVIATION FROM THE FOLLOWING SCHEDULE, FOR ANY UNFORESEEN CIRCUMSTANCE.

1. CONTRACTOR SHALL ACCESS THE PROJECT AS SHOWN ON SHEET 3 OF THIS PLAN SET.

2. CONTRACTOR SHALL INSTALL SEDIMENT AND EROSION CONTROL PRACTICES AS SHOWN IN THE PLANS

AND SPECIFICATIONS.

3. CONTRACTOR SHALL CLEAR AREAS AS SPECIFIED WITHIN THE CONSTRUCTION SPECIFICATIONS.

4. CONSTRUCT NORTH STREAM FROM STATION 00+00 TO STATION 33+34 AS SHOWN ON PLAN.

CONTRACTOR SHALL ENSURE APPROPRIATE DEWATERING/PUMP AROUND MEASURES ARE IN PLACE AT ALL TIMES. AS WORK PROGRESSES UPSTREAM AND CONSTRUCTION ACTIVITY REACHES IN-STREAM

STRUCTURE LOCATION CONTRACTOR SHALL CONSTRUCT THE RESPECTIVE ITEM. REMOVE ANY

EXISTING CULVERTS AND INSTALL ANY PROPOSED CULVERTS OR WATER CONTROL STRUCTURES AS

WORK PROGRESSES ALONG RESPECTIVE ALIGNMENT.

5. CONSTRUCT SOUTH STREAM FROM STATION 00+00 TO STATION 40+85 AS SHOWN ON PLAN.

CONTRACTOR SHALL ENSURE APPROPRIATE DEWATERING/PUMP AROUND MEASURES ARE IN PLACE AT ALL TIMES. AS WORK PROGRESSES UPSTREAM AND CONSTRUCTION ACTIVITY REACHES IN-STREAM

STRUCTURE LOCATION CONTRACTOR SHALL CONSTRUCT THE RESPECTIVE ITEM. REMOVE ANY

EXISTING CULVERTS AND INSTALL ANY PROPOSED CULVERTS OR WATER CONTROL STRUCTURES AS

WORK PROGRESSES ALONG RESPECTIVE ALIGNMENT.

6. CONCURRENT TO ITEMS 4 AND 5 ABOVE CONTRACTOR SHALL CONSTRUCT DITCH PLUG UTILIZE TEMPORARY STOCKPILE AREAS WHEN CONVENIENT BUT PLAN TO MOVE MATERIAL TO DITCH PLUG #1

AREA AS SOON AS APPROPRIATE CORE HAS BEEN EXCAVATED. ONCE DITCH PLUG #1 HAS BEEN

CONSTRUCTED CONTRACTOR SHALL UTILIZE THE PERMANENT STOCKPILE AREA SHOWN ON SHEET 3 FOR EXCESS MATERIAL. CONTRACT SHALL ONLY CLEAR AREAS ONCE, IF CONSTRUCTION FOR THAT BID ITEM IS DELAYED CONTRACTOR SHOULD DELAY CLEARING ACTIVITIES. NRCS SHALL ONLY PAY FOR

CLEARING AN AREA ONCE.

7. CONSTRUCT OFFLINE CELL #1 FROM STATION 00+00 TO STATION 5+83 AS SHOWN ON PLAN.

CONTRACTOR SHALL ENSURE APPROPRIATE DEWATERING/PUMP AROUND MEASURES ARE IN PLACE AT ALL TIMES. AS WORK PROGRESSES UPSTREAM AND CONSTRUCTION ACTIVITY REACHES IN-STREAM STRUCTURE LOCATION CONTRACTOR SHALL CONSTRUCT THE RESPECTIVE ITEM. REMOVE EXISTING

CULVERTS AND INSTALL ANY PROPOSED CULVERTS OR WATER CONTROL STRUCTURES AS WORK

PROGRESSES ALONG RESPECTIVE ALIGNMENT.

8. SIMULTANEOUS TO ITEM #4, 5 AND 6 ABOVE CONTRACTOR SHALL CONSTRUCT NORTH AND SOUTH PATHWAY IMPROVEMENTS AS AS WORK PROGRESSES. ANY STOCK PILING SHALL BE IN LOCATIONS AS SHOWN ON THIS PLAN SET. REMOVE ANY EXISTING CULVERTS AND INSTALL ANY PROPOSED CULVERTS

OR WATER CONTROL STRUCTURES AS WORK PROGRESSES ALONG RESPECTIVE ALIGNMENT.

9. CONTRACTOR SHALL MAINTAIN AND RESTORE ALL FARM PATHS THROUGHOUT THE TRACT TO "AS

GOOD OR BETTER" CONDITIONS AT THE TIME OF THE CONTRACT BEING SIGNED.

10. SEED AND PLANT AREAS IN ACCORDANCE WITH CONSTRUCTION SPECIFICATIONS. SEEDING SHALL BE

CONDUCTED IMMEDIATELY FOLLOWING A BID ITEM BEING BROUGHT TO FINAL GRADE.

11. CONDUCT PUNCH LIST WALK THROUGH, WITH GOVERNMENT REPRESENTATIVE , PROJECT ENGINEER, PROJECT INSPECTOR.

12. ADDRESS PUNCH LIST ITEMS.

13. STABILIZE THE SITE, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

14. UPON STABILIZATION, REQUEST APPROVAL FOR THE REMOVAL OF TEMPORARY SEDIMENT AND

EROSION CONTROL DEVICES.

15. REMOVE TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES, AFTER APPROVAL FROM PROJECT

ENGINEER.

16. REMOVE EQUIPMENT FROM PROJECT AREA.

SURVEY AND GENERAL NOTES:

1. THE TOPOGRAPHIC SURVEY IS AVAILABLE UPON REQUEST FROM NRCS.

2. HORIZONTAL COORDINATES ARE BASED ON STATE PLANE

COORDINATES, NC NADS 83 STATE PLANE, SURVEY FEET. VERTICAL

COORDINATES ARE BASED ON STATE PLANE COORDINATES, NC NAVD 88

STATE PLANE, SURVEY FEET.

3. THIS SURVEY WAS CONDUCTED BY NRCS STAFF WHICH ARE NOT

LICENSED SURVEYORS WITHIN THE STATE OF NORTH CAROLINA.

THEREFORE ALL ELEVATION DATA SHALL BE FIELD VERIFIED BY THE

CONTRACTOR AND THEN COORDINATED WITH THE ENGINEER. THESE

PLANS WERE PREPARED WITH THE FIELD INFORMATION AT THE TIME OF

PROJECT SURVEY. IT IS POSSIBLE THAT FIELD CONDITIONS AT THE TIME

OF CONSTRUCTION VARY FROM THESE PLANS AND IT IS THE

CONTRACTOR'S RESPONSIBILITY TO VERIFY FIELD CONDITIONS SUCH AS

ELEVATIONS, DEPTHS, ETC PRIOR TO PROCEEDING WITH WORK.

SURVEY DATA COLLECTION WAS VERY SPARSE DUE TO FIELD

CONDITIONS, THEREFORE, ALL ELEVATIONS SHOULD BE CHECKED IN

THE FIELD BY CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL CONTACT PROJECT ENGINEER IMMEDIATELY UPON DISCOVERING

ELEVATIONS WHICH ARE DIFFERENT THAN THOSE SHOWN ON THE

PLANS.

4. NRCS SHALL HOLD THE CONTRACTOR TO ± 0.1 FT. TOLERANCE ON ALL

CONSTRUCTION AND INSTALLED ITEMS. UNLESS OTHERWISE NOTED ON

THE PLANS OR SPECIFICATIONS. TOLERANCE ON WATER CONTROL

STRUCTURES AND CULVERTS SHALL BE ± 0.05 FT.

5. MAINTAIN, RELOCATE OR REPLACE EXISTING SURVEY MONUMENTS,

CONTROL POINTS AND STAKES WHICH ARE DISTURBED OR DESTROYED.

PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS

THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER AND AT THE

CONTRACTORS EXPENSE.

6. EXISTING TOPOGRAPHY, STRUCTURES AND SITE FEATURES ARE SHOWN

SCREENED AND/OR LIGHT-LINED . NEW FINISHED GRADE, STRUCTURES

AND SITE FEATURES ARE SHOWN AS HEAVY-LINED.

7. ELEVATIONS GIVEN ARE TO SETTLED GRADE UNLESS OTHERWISE

SHOWN

8. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS

SHOWN.

9. THE CONTRACTOR SHALL ESTABLISH VEGETATION ON ALL GRADED AND

DISTURBED AREAS RESULTING FROM CONSTRUCTION ACTIVITIES,

INCLUDING BORROW AND STAGING AREAS.

LEGEND

STA = STATION

BM = BENCHMARK

TBM = TEMPORARY BENCHMARK

IP = IRON PIN (FOUND OR SET)

ELEV / EL = ELEVATION

INV = INVERT ELEVATION

H = HEIGHT

HDPE = HIGH-DENSITY POLYETHYLENE

LF = LINEAR FOOT

MAX = MAXIMUM

MIN = MINIMUM

No. / # = NUMBER

TOB = TOP OF BANK

TOS = TOE OF SLOPE

DBT = DITCH BOTTOM

RCP = REINFORCED CONCRETE PIPE

CMP = CORRUGATED METAL PIPE

GALV =` GALVANIZED

SF = SILT FENCE

LOD = LIMITS OF DISTURBANCE

WRP = WETLAND RESERVE PROGRAM

CONC = CONCRETE

W/ = WITH

NCDOT = NORTH CAROLINA DEPARTMENT OF

TRANSPORTATION

NTS = NOT TO SCALE

WCS = WATER CONTROL STRUCTURE

SL = SLOUGH

PC = POINT OF CURVATURE

PT = POINT OF TANGENT

PVI = POINT OF VERTICAL INTERSECTION

PVE = POINT OF VERTICAL INTERSECTION

ELEVATION

R 20 = RADIUS OF 20.0'

TYP. = TYPICAL

ESMT = EASEMENT

I.D. = INSIDE DIMENSION

TH = SOIL BORING TEST HOLE

MS = MAIN STEM

LS = LOG SILL

CL = COVER LOG

LV = LOG VANE

CV = LOG CROSS VANE

RW = ROOT WAD

HB = HABITAT STRUCTURE

BMA = BRUSH MATTRESS

LR = LOG ROLL

LP = LEAF PACK

BLDR = BOULDER

SPOT ELEVATION

PROPOSED CONTOUR LINE

EMBANKMENT AND SLOPE

DRAINAGEWAY OR DITCH

BENCHMARK

SURVEY CONTROL POINT OR

POINT OF INTEREST

BRUSH/TREE LINE

WETLAND RESERVE EASEMENT

CONSERVATION BOUNDARY

LIMITS

CENTER LINE, BUILDING, ROAD, ETC.

N 1000.00 E 1000.00

STRUCTURE, BUILDING OR FACILITY

LOCATION POINT- COORDINATES

DRAINAGE OR DITCH FLOW

DIRECTION

LIMITS OF DISTURBANCELOD LOD

SILT FENCESF SF

WATER CONTROL STRUCTURE

EROSION CONTROL MATTING

STRUCTURE

EXISTING CONTOUR LINE

ALIGNMENT LINE MARKER

AREA OF PROPOSED

SPOIL PILES

WRE

SOIL TEST HOLE

ALIGNMENT CURVE MARKERC1

AREA OF ROADWAY

IMPROVEMENTS

TSF

TREE PROTECTION FENCING

OVERHEAD ELECTRICAL LINEOHE OHE

PROFILE BAND LEGEND

0+00

STATION

PROPOSED

ELEVATION

EXISTING

ELEVATION

ABBREVIATIONS / ACRONYMS

XX-LS-1

XX-CV-1

XX-RW-1

XX-HB-1

LOG SILL

LOG CROSS VANE

ROOT WAD

HABITAT STRUCTURE

NS-XXX NORTH STREAMLOCATION

INDICATOR

XX-BMA-1 BRUSH MATTRESS

STRUCTURE

XX-J-01

SS-XXX SOUTH STREAM

LOG J VANE

SHEET KEY MAP

SOUTH

STREAM

DITCH

PLUG 01

PROFILE BAND LEGEND

MAINSTEM SHEETS

Δ:1.50

C L:

B K

STATION

BANKFULL

ELEVATION

C MAINSTEM

ELEVATION

0+00 DELTA BKF/CL

EXISTING

ELEVATION

NORTH

STREAM

NORTH

PATHWAY

OFFLINE

CELL 01

SOUTH

PATHWAY

SHEET 5

SHEET 6

SHEET 7

SHEET 9

SHEET 13

SHEET 8

SHEET 10

SHEET 11

SHEET 12

SHEET 23 - 24

SHEET 25

SHEET 26

SHEET 27

SHEET 28

SHEET 29

SHEET 30

SHEET 31

SHEET 21

SHEET 14

SHEET 15

SHEET 16 SHEET 17

SHEET 18

SHEET 20

SHEET 19 SH

SHEET 32

ISSUED FOR BID / CONSTRUCTION 07/14/2014

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LOD

LOD LOD

LOD

D LOD LOD

LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLOD

LOD LOD LOD

LOD

LOD LOD LOD

LOD

LODLODLOD

LOD

LODLOD

LODLODLODLODLODLODLOD

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

WRE

WREWREWREWREWREWRE

W R

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W R

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W R

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R E

W R

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R E

W R

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R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

WRE

33+34

0+00

5+00 10+00

15+00

25+00 30+00

40+84

0+00

5+ 00 10+00

25+00

40+00

40+86

0+00

5+00

25+00

40+00

TH4

TH3

TH2

TH1

TH5

TH6

TH7

TBM 03

N:917521.23 E:2459671.66

ELEV: 45.00

TBM 02

N:917484.16

E:2458623.48

ELEV: 49.40

TBM 01

N:916522.78 E:2458746.38

ELEV: 47.66

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SCALE AS SHOWN

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PROPOSED

NORTH STREAM

(SEE SHEETS 05 -11)

PROPOSED

NORTH PATHWAY

(SEE SHEETS 12-13)

PROPOSED

SOUTH STREAM

(SEE SHEETS 14 -21)

PROPOSED

SOUTH PATHWAY

(SEE SHEET 22)

PROPOSED

EXTENDED

DITCH PLUG

(SEE SHEETS 25 -32)

PROPOSED

OFFLINE CELL 01

(SEE SHEETS 23-24)

CONTRATOR SHALL

ACCESS SITE ALONG

FARM PATH OFF OF

SHIELDS ROAD

TEMPORARY STOCK PILE

LOCATION #1

200 FT x 200 FT

TEMPORARY STOCK PILE

LOCATION #2 200 x 200

REMOVE AND REPLACE

PIPES PER SHEET 08

REMOVE AND REPLACE

PIPES PER SHEET 19

DEBRIS WASTE AND

VEGETATION WASTE PILE

AREA 50 FT X 200 FT

SHIELDS ROAD

DITCH BERM TO BE

INSTALLED BETWEEN

WRE / CRP EASEMENT

(SEE SHEET 14)

REMOVE AND REPLACE

PIPES PER SHEET 23

HORIZONTAL SCALE: 1" = 200'

0 200100 400 600

PROPOSED WCS#1

(SEE SHEET 27)

PERMANENT STOCKPILE AREA

250 FT X 1320 FT

CONTRACTOR SHALL ONLY CLEAR

AREA NECESSARY FOR STOCKPILE USE

MAX. FILL HEIGHT SHALL BE 1.5 FEET,

TIE TO EXISTING GRADE @ 10:1 SLOPE

PROPOSED

OFFICE, STAGING

AND EMPLOYEE

PARKING AREA

"NOT IN EASEMENT"

CONTRACTOR NOT

TO TRESPASS

DEBRIS WASTE AND

VEGETATION WASTE PILE

AREA 75 FT X 200 FT

ISSUED FOR BID / CONSTRUCTION 07/14/2014

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LOD

LOD LOD

LOD

D LOD LOD

LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLOD

LOD LOD LOD

LOD

LOD LOD LOD

LOD

LODLODLOD

LOD

LODLOD

LODLODLODLODLODLODLOD

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

WRE

WREWREWREWREWREWRE

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE WRE

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

WRE

33+34

0+00

5+00 10+00

15+00

25+00 30+00

40+84

0+00

5+ 00 10+00

25+00

40+00

40+86

0+00

5+00

25+00

40+00

TSF

S F

SF SF SF SF

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SCALE AS SHOWN

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PROPOSED

OFFICE, STAGING

AND EMPLOYEE

PARKING LOCATION

WRP BOUNDARY

CONTRACTOR SHALL INSTALL

CONSTRUCTION ENTRANCE

(SEE DETAIL SHEET 54)

SHIELDS ROAD

HORIZONTAL SCALE: 1" = 200'

0 200100 400 600

TREE PROTECTION

FENCING PER DETAIL

(SEE SHEET 54)

SILT FENCING

PER DETAIL

(SEE SHEET 54)

SILT FENCING

PER DETAIL

(SEE SHEET 54)

TURBIDITY CURTAIN

PER DETAIL

(SEE SHEET 54)

TURBIDITY CURTAIN

PER DETAIL

(SEE SHEET 54)

PROPOSED LIMITS

OF DISTURBANCE

(LOD)

SILT FENCING

PER DETAIL

(SEE SHEET 54)

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

NORTH STREAM 0+00.00-5+30.00

-32:1 38:1 -38:1 37:1 -29:1 26:1 -67:1 64:1

-16:1 19:1 -30:1 23:1

-49:1 52:1 -27:1

-167:1 -143:1 -200:1 -125:1 -167:1 -167:1 -250:1 -167:1

Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:

GRADE BREAK STA = 0+26.97

ELEV = 43.94

GRADE BREAK STA = 0+59.48

ELEV = 42.94

GRADE BREAK STA = 0+97.34

ELEV = 43.94

GRADE BREAK STA = 1+41.18

ELEV = 43.08

GRADE BREAK STA = 1+69.00

ELEV = 43.84

GRADE BREAK STA = 2+08.24

ELEV = 42.78

GRADE BREAK STA = 2+34.41

ELEV = 43.78

GRADE BREAK STA = 2+73.80

ELEV = 43.24

GRADE BREAK STA = 3+05.71

ELEV = 43.74

GRADE BREAK STA = 3+41.37

ELEV = 42.16

GRADE BREAK STA = 3+69.34

ELEV = 43.66

GRADE BREAK STA = 4+04.18

ELEV = 42.64

GRADE BREAK STA = 4+27.40

ELEV = 43.64

GRADE BREAK STA = 4+63.69

ELEV = 43.09

GRADE BREAK STA = 4+89.85

ELEV = 43.59

G R

A D

E B

R E

A K

+2 4.

GRADE BREAK STA = 0+27.14

ELEV = 43.94

GRADE BREAK STA = 0+27.14

ELEV = 43.94

GRADE BREAK STA = 1+12.34

ELEV = 43.84

GRADE BREAK STA = 1+12.34

ELEV = 43.84

GRADE BREAK STA = 1+79.00

ELEV = 43.78

GRADE BREAK STA = 1+79.00

ELEV = 43.78

GRADE BREAK STA = 2+40.41

ELEV = 43.74

GRADE BREAK STA = 2+40.41

ELEV = 43.74

GRADE BREAK STA = 3+17.71

ELEV = 43.66

GRADE BREAK STA = 3+17.71

ELEV = 43.66

GRADE BREAK STA = 3+74.34

ELEV = 43.64

GRADE BREAK STA = 3+74.34

ELEV = 43.64

GRADE BREAK STA = 4+39.40

ELEV = 43.59

GRADE BREAK STA = 4+39.40

ELEV = 43.59

GRADE BREAK STA = 4+97.85

ELEV = 43.54

GRADE BREAK STA = 4+97.85

ELEV = 43.54

PROPOSED GRADE

BANKFULL BENCH

EXISTING GRADE

PROPOSED GRADE

BANKFULL BENCH

EXISTING GRADE

N S

-L V

-0

N S

-L V

-0

N S

-L V

-0

N S

-L V

-0

NS-LV-03

3+19.08 43.59

NS-LV-03

3+36.99 44.54

N S

-L V

-0

N S

-L V

-0

NS-LV-05

4+42.01

43.54

NS-LV-05

4+58.86 44.44

N S

-L V

-0

NS-LV-06

5+20.80

44.39

N S

-J -0

.9 4 N

S -J

-0

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

44.0

45.0

44.0

45.0

44.0 44.0

44.0

45.0

45.0 44.0

44.0

45.0

NS-J-01

Sta: 1+25.09 Offset: -2.82

Sta: 1+56.86 Offset: -2.78 Sta: 6+40.48

Offset: 0.00

NS-BM-01 NS-LV-02

NS-LV-03

NS-LV-06

NS-LR-01

: 0

+4 4.

: 1+35.01

: 2

+0 0.

PC: 2+59.00

: 3

+3 4.

: 3+95.77

: 4

+5 4.

PC: 5+14.55

: 5

+8 3.

PT: 0+74.67

: 1

+4 7.

PT: 2+15.82

: 2

+8 8.

PT: 3+47.92

: 4

+1 2.

PT: 4+73.15

: 5

+3 4.

L1 L2 L3 L4

L5 L6 L7 L8

L9 C1

0+00

1+00

2+00

3+00

4+00

5+00

C H

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PLAN VIEW

(1" = 20' HORIZ.)

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

N O

E A

T O

CN-101

SHEET: of 59

Value

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

N at ur al

R es ou rc es C on se rv at io n

S er vi ce

U ni te d

S ta te s

D ep ar tm en t o f A gr ic ul tu re

PROPOSED NORTH STREAM

CONTRACTOR SHALL

FILL EXISTING DITCH (TYP.)

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

APPROXIMATE WRE

EASEMENT BOUNDARY

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

FURNISH AND INSTALL

BRUSH MATTRESS

PER DETAIL

(TYP.)

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

NORTH STREAM 5+30.00-10+60.00

32:1 -78:1 78:1 -46:1 53:1 -44:1 38:1 -48:1 79:1 -122:1 84:1

-100:1 -250:1

-167:1 -125:1 -111:1 -167:1

G R

A D

E B

R E

A K

+5 6.

G R

A D

E B

R E

A K

+0 1.

G R

A D

E B

R E

A K

+4 0.

G R

A D

E B

R E

A K

+8 8.

G R

A D

E B

R E

A K

+2 8.

G R

A D

E B

R E

A K

+8 4.

G R

A D

E B

R E

A K

+2 2.

G R

A D

E B

R E

A K

+6 6.

G R

A D

E B

R E

A K

+2 6.

G R

A D

E B

R E

A K

+9 3.

G R

A D

E B

R E

A K

GRADE BREAK STA = 5+62.34

ELEV = 43.48

GRADE BREAK STA = 5+62.34

ELEV = 43.48

G R

A D

E B

R E

A K

+5 4.

G R

A D

E B

R E

A K

+5 4.

G R

A D

E B

R E

A K

+4 0.

G R

A D

E B

R E

A K

+4 0.

GRADE BREAK STA = 8+30.87

ELEV = 43.29

GRADE BREAK STA = 8+30.87

ELEV = 43.29

GRADE BREAK STA = 9+32.51

ELEV = 43.23

GRADE BREAK STA = 9+32.51

ELEV = 43.23 GRADE BREAK STA = 10+44.57

ELEV = 43.18

GRADE BREAK STA = 10+44.57

ELEV = 43.18

Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:

BANKFULL BENCH

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

BANKFULL BENCH

NS-RW-01

6+04.63 43.25

NS-RW-02

6+07.99 43.25

N S

-L V

-0

N S

-L V

-0

NS-LR-01

6+40.48 43.48

NS-LR-01

6+54.48 43.42

N S

-L V

-0

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

44.0

45.0

44.0

45.0

43.0

44.0

45.0

42.0 42.043.0

43.0

44.0

45.0

Sta: 6+73.40 Offset: -5.22

Sta: 7+06.34 Offset: -4.79

Sta: 6+40.48 Offset: 0.00

Sta: 6+54.48 Offset: 0.00

Sta: 8+30.87 Offset: 0.00

NS-LV-06

NS-LR-01

NS-BM-02

NS-LP-01

NS-LV-08

: 5+14.55

PC: 5

3.8

: 6+75.90

: 7

+6 7.

PC: 8+51.57

: 9

+7 6.

PC: 10+70.19

PT: 4+73.15

PT: 5

4.8

PT: 6+19.07

: 7

+0 1.

PT: 8+02.17

: 8

+8 2.

PT: 10+09.95

P T: 10+91.80

L10 L11 L12

L13 L1

L15

C10

C11

C12

C13

C14

5+00

6+00

7+00

8+00

9+00

10+00

11+00

SHEET 7

MATCHLINE

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PLAN VIEW

(1" = 20' HORIZ.)

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

N O

E A

T O

CN-101

SHEET: of 59

Value

N at ur al

R es ou rc es C on se rv at io n

S er vi ce

U ni te d

S ta te s

D ep ar tm en t o f A gr ic ul tu re

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

PROPOSED NORTH STREAM

CONTRACTOR SHALL

FILL EXISTING DITCH (TYP.)

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

CONTRACTOR SHALL

FURNISH AND INSTALL

BRUSH MATTRESS

PER DETAILS (TYP.)

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

CONTRACTOR SHALL

FURNISH AND INSTALL

LEAF PACK PER DETAILS (TYP.)

CONTRACTOR SHALL

FURNISH AND INSTALL

LOG ROLL

PER DETAILS (TYP.)

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

NORTH STREAM 10+60.00-15+90.00

-24:1 31:1 -68:1 46:1 -60:1 81:1 -56:1 48:1

-23:1 34:1

-17:1 19:1

-52:1

-250:1 -167:1 -143:1 -250:1

-333:1 -167:1G R

A D

E B

R E

A K

68 G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

GRADE BREAK STA = 12+52.96

ELEV = 42.63

GRADE BREAK STA = 12+93.68

ELEV = 43.13

GRADE BREAK STA = 13+41.36

ELEV = 42.34

GRADE BREAK STA = 13+77.71

ELEV = 43.09

GRADE BREAK STA = 14+18.48

ELEV = 41.56

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

GRADE BREAK STA = 15+39.38

ELEV = 42.52

G R

A D

E B

R E

A K

GRADE BREAK STA = 11+32.08

ELEV = 43.16

GRADE BREAK STA = 11+32.08

ELEV = 43.16

GRADE BREAK STA = 12+22.78

ELEV = 43.13

GRADE BREAK STA = 12+22.78

ELEV = 43.13

GRADE BREAK STA = 12+99.68

ELEV = 43.09

GRADE BREAK STA = 12+99.68

ELEV = 43.09

GRADE BREAK STA = 13+83.71

ELEV = 43.06

GRADE BREAK STA = 13+83.71

ELEV = 43.06

G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

N S

-L V

-0

N S

-L V

-0

N S

-L V

-0

N S

-L V

-1

6 N S

-L V

-1

N S

-L V

-1

0 N S

-L V

-1

CONTRACTOR SHALL PLUG

ADJACENT DITCH

LOD

LODLOD

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

42.0 42.043.0

43.0

44.0

45.0

43.0

44.0

45.0

46.0

Sta: 14+70.73 Offset: -5.14 Sta: 15+34.81

Offset: -5.37

Sta: 16+32.36 Offset: 0.00

NS-LV-08

NS-LV-09

NS-BM-03

NS-LP-02

: 9

+7 6.

PC: 10+70.19

P C

: 11+67.37

PC: 12+41.76

: 13+29.22

PC: 14+07.91

: 14+90.77

PC: 1

.75

: 16+62.76

PT: 10+09.95

P T: 10+91.80

PT: 11+98.81

PT: 12+64.15

PT: 13+53.51

PT: 14+29.06 PT:

+1 0.0

PT: 15+95.96

L15

L16

L17

L19

L20

L21

C13

C14 C15

C16 C17

C18

C19

C20

C21

10+00

11+00

12+00

13+00

15+00

16+00

44 4445 4546 46

44.0

45.0

S H

E E

M A

MATCHLINE

SHEET 6

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PLAN VIEW

(1" = 20' HORIZ.)

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

N O

E A

CN-101

SHEET: of 59

Value

N at ur al

R es ou rc es C on se rv at io n

S er vi ce

U ni te d

S ta te s

D ep ar tm en t o f A gr ic ul tu re

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

PROPOSED NORTH STREAM

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

CONTRACTOR SHALL

FILL EXISTING DITCH (TYP.)

CONTRACTOR SHALL

FILL EXISTING DITCH (TYP.)

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

CONTRACTOR SHALL

FURNISH AND INSTALL

BRUSH MATTRESS (TYP.)

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

CONTRACTOR SHALL

FILL EXISTING DITCH (TYP.)

CONTRACTOR SHALL

FILL EXISTING DITCH

TO BANKFULL ELEVATION

44.0' AT THIS LOCATION

CONTRACTOR SHALL

FURNISH AND INSTALL

LEAF PACK (TYP.)

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

NORTH STREAM 15+90.00-21+20.00

53:1 -73:1 71:1

-24:1 47:1 -25:1 26:1

-133:1 98:1 -250:1 -167:1 -898:1 -167:1

Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

GRADE BREAK STA = 18+60.69

ELEV = 42.37

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

GRADE BREAK STA = 16+32.36

ELEV = 42.45

GRADE BREAK STA = 16+32.36

ELEV = 42.45

G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

GRADE BREAK STA = 19+14.58

ELEV = 42.31

GRADE BREAK STA = 19+14.58

ELEV = 42.31

GRADE BREAK STA = 20+10.41

ELEV = 42.27

GRADE BREAK STA = 20+10.41

ELEV = 42.27

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

N S

-L V

-1

N S

-L V

-1

NS-LS-01

20+10.46 42.26

2 @ 60" AASHTO M 294 TYPE S

54.0 L.F.

INV. IN. 41.36

INV. OUT. 41.31

18+60.69 42.37

19+14.58 42.31

19+12.10 43.24

18+61.19 43.29

2 @ 36" AASHTO M 294 TYPE S

50.0 L.F.

INV. IN. 43.29

INV. OUT. 43.24

PROPOSED

NORTH PATHWAY

ELEV: 48.75'

CONTRACTOR SHALL FILL

PIPE WITH ONE (1) FT. OF

FILL MATERIAL

18+62.91 41.36

19+12.42 41.31

DLOD

LOD

LODLODLODLODLODLOD

LOD

SHEET 8

MATC

HLIN

44 45

42.0

43.0

44.0

45.0

46.0

.0 47

.0 48

42.0

42.0 43.0

43.0

44.0

45.0

46.0

43.0

44.0

45.0

46.0

NS-J-02

S-LS-01

Sta: 15+34.81 Offset: -5.37

Sta: 16+32.36 Offset: 0.00

NS-BM-03

NS-LP-02

NS-LV-12

: 1

PC: 15+76.75

: 1

PC: 17+47.56

: 1

: 20+49.59

PC: 2

.31

PT: 15+10.02

: 1 5+

PT: 16+74.95

: 1

PT: 19+65.23

PT:

+0 4.5

L20

L21

L22 L23

L24

L25

C19

C20 C21

C22

C23

C24

C49

C50

16+00 17+00

18+00

19+00 20+00

21+00

41.0 41.0

42.0

43.0

44.0

45.0

46.0

SHEET #

MATC

HLIN

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PLAN VIEW

(1" = 20' HORIZ.)

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

N O

E A

CN-101

SHEET: of 59

Value

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

N at ur al

R es ou rc es C on se rv at io n

S er vi ce

U ni te d

S ta te s

D ep ar tm en t o f A gr ic ul tu re

PROPOSED NORTH STREAM

PROPOSED NORTH PATHWAY

(SEE SHEETS 12 - 13)

CONTRACTOR SHALL

FILL EXISTING DITCH (TYP.)

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

2 @ 36" AASHTO M 294 TYPE S

50.0 L.F.

INV. IN. 43.29

INV. OUT. 43.24

2 @ 60" AASHTO M 294 TYPE S

54.0 L.F.

INV. IN. 41.36

INV. OUT. 41.31

FURNISH AND INSTALL RIFFLE

GRADE CONTROL PER

SPECIFICATION

(TYP.)

REMOVE AND DISPOSE

OF EXISTING PIPE

AND HEADWALL

SHEET 9

CONTRACTOR SHALL

FURNISH AND INSTALL

BRUSH MATTRESS (TYP.)

CONTRACTOR SHALL

FURNISH AND INSTALL

LEAF PACK (TYP.)

REMOVE AND DISPOSE

OF EXISTING PIPE

AND HEADWALL

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

NORTH STREAM 21+20.00-26+50.00

-105:1

-173:1

G R

A D

E B

R E

A K

GRADE BREAK STA = 22+08.10

ELEV = 42.29

GRADE BREAK STA = 22+89.73

ELEV = 41.82

-16:1 24:1 -25:1

31:1 -46:1 47:1 -47:1 56:1 -57:1 50:1 -67:1 59:1

-50:1

-125:1 -100:1 -83:1 -67:1 -167:1

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:

NS-J-02

NS-RGC-01

21+39.01 42.02

NS-J-02

21+64.24 42.71

NS-J-03

22+38.71 42.11

NS-LV-13

25+71.61 40.35

NS-LV-13

25+83.89 41.51

NS-RGC-01

21+25.94 42.27

NS-RGC-02

22+08.10

41.49

NS-J-03

NS-RGC-02

22+17.09 41.42

GRADE BREAK STA = 21+25.94

ELEV = 42.27

GRADE BREAK STA = 21+72.65

ELEV = 39.99

GRADE BREAK STA = 22+08.10

ELEV = 41.49

GRADE BREAK STA = 22+55.33

ELEV = 39.92

GRADE BREAK STA = 22+89.73

ELEV = 41.02

GRADE BREAK STA = 23+33.43

ELEV = 40.18

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

GRADE BREAK STA = 26+02.81

ELEV = 39.88

G R

A D

E B

R E

A K

63G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

GRADE BREAK STA = 22+17.10

ELEV = 41.42

GRADE BREAK STA = 22+17.10

ELEV = 41.42

GRADE BREAK STA = 22+98.73

ELEV = 40.93

GRADE BREAK STA = 22+98.73

ELEV = 40.93

G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

NS-RGC-03

26+47.38

40.63

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

C H

42.0 42.043.0

43.0

44.0

45.0

46.0

41.0

42.0

43.0

44.0

45.0

41.0

42.0

43.0

44.0

45.0

NS-J-02

NS-RGC-03

Sta: 26+64.32 Offset: 5.22

Sta: 27+13.83 Offset: 5.20

Sta: 27+46.73 Offset: 5.70

NS-RGC-01

NS-RGC-02

NS-J-03

NS-BM-04

: 2

PC: 22+41.22

: 2

PC: 23+98.66

: 2

PC: 25+74.56

PC: 26+75.70

PT: 19+65.23

: 2

PT: 21+83.99

: 2

PT: 23+47.84

: 2

PT: 25+22.10

PT: 26+31.06

: 2

L25 L26

L27 L28 L29 L30

L32

C24

C25

C26

C27

C28

C29

C30

C31

21+00

22+00

23+00

24+00

25+00

26+00

27+00

SHEET 10

MATCHLINE

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PLAN VIEW

(1" = 20' HORIZ.)

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

N O

E A

CN-101

SHEET: of 59

Value

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

N at ur al

R es ou rc es C on se rv at io n

S er vi ce

U ni te d

S ta te s

D ep ar tm en t o f A gr ic ul tu re

PROPOSED NORTH STREAM

FURNISH AND INSTALL

BRUSH MATTRESS

PER DETAIL (TYP.)

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

FURNISH AND INSTALL RIFFLE

GRADE CONTROL PER

SPECIFICATION

(TYP.)

FURNISH AND INSTALL RIFFLE

GRADE CONTROL PER

SPECIFICATION

(TYP.)

FURNISH AND INSTALL RIFFLE

GRADE CONTROL PER

SPECIFICATION

(TYP.)

MATCHLINE

SHEET 10

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

NORTH STREAM 26+50.00-31+80.00

-954:1

-21:1 28:1

-18:1 22:1

-56:1 53:1

-18:1 20:1 -42:1 42:1 -51:1

-100:1 -50:1 -200:1 -167:1 -167:1 -167:1G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

52 G R

A D

E B

R E

A K

G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

GRADE BREAK STA = 28+20.16

ELEV = 40.18

GRADE BREAK STA = 28+20.16

ELEV = 40.18

G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

G R

A D

E B

R E

A K

R A

D E

B R

E A

K S

GRADE BREAK STA = 31+38.40

ELEV = 39.98

GRADE BREAK STA = 31+38.40

ELEV = 39.98

Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

NS-RGC-03

26+59.30 40.51

NS-RGC-04

27+20.40

40.51

NS-RGC-04

27+35.40 40.21

NS-LS-02

31+38.47

39.98

NS-LR-02

29+01.74

NS-LR-02

29+16.74

LOD LOD LOD LOD

LOD

TSF

TSF TSF

41.0

42.0

43.0

44.0

45.0

40.040.0

41.0

42.0

43.0

44.0

NS-RGC-03

NS-LS-02

Sta: 26+64.32 Offset: 5.22

Sta: 27+13.83 Offset: 5.20

Sta: 27+46.73 Offset: 5.70

Sta: 27+96.59 Offset: 6.25

Sta: 29+01.74 Offset: 0.00

Sta: 29+16.74 Offset: 0.00

NS-LP-3

Sta: 30+05.62 Offset: 0.00

NS-BM-04

NS-RGC-04

NS-BM-05

NS-LR-02

PC: 25+74.56

PC: 26+75.70

: 2

PC: 28+52.21

: 2

PC: 3

.57

PC: 31+72.17

PT: 25+22.10

PT: 26+31.06

: 2

PT: 27+82.10

: 2

PT: 2

.67

PT: 30+98.62

PT: 32+32.64

L32

L34

L35 L36

C30

C31

C32

C33

C34

C35

C3626+00

27+00

29+00

30+00

31+00

32+00

SHEET 11

MATCHLINE

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

N O

E A

CN-101

SHEET: of 59

Value

N at ur al

R es ou rc es C on se rv at io n

S er vi ce

U ni te d

S ta te s

D ep ar tm en t o f A gr ic ul tu re

PLAN VIEW

(1" = 20' HORIZ.)

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

PROPOSED NORTH STREAM

CONTRACTOR SHALL

FILL EXISTING DITCH (TYP.)

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

FURNISH AND INSTALL BRUSH

MATTRESS PER DETAIL

(TYP.)

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

FURNISH AND INSTALL RIFFLE

GRADE CONTROL PER

SPECIFICATION

(TYP.)

PROPOSED TREE PROTECTION FENCING

(SEE SHEET 04 FOR LOCATION)

CONTRACTOR SHALL MINIMIZE

DAMAGE TO EXISTING GROUND

IN THIS LOCATION

MATCHLINE

SHEET 9

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

NORTH STREAM 31+80.00-33+34.17

-271:1

G R

A D

E B

R E

A K

GRADE BREAK STA = 33+33.79

ELEV = 40.57

-271:1

60:1

-271:1

GRADE BREAK STA = 32+02.40

ELEV = 38.73

GRADE BREAK STA = 32+77.40

ELEV = 39.98

GRADE BREAK STA = 33+33.79

ELEV = 39.77

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

Δ: Δ: Δ: Δ: Δ:

LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLOD

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

TSF

TSFTSF

TSF

TSFTSF

TSF

TSF TSF

TSF

43.0

44.0

40.0 40.0

41.0

42.0

43.0

44.0

NS-LS-02

PC: 31+72.17

PT: 30+98.62

PT: 32+32.64

L36

L37

C35

C36

33+34

31+00

32+00 33+00

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PLAN VIEW

(1" = 20' HORIZ.)

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

N O

E A

CN-101

SHEET: of 59

Value

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

N at ur al

R es ou rc es C on se rv at io n

S er vi ce

U ni te d

S ta te s

D ep ar tm en t o f A gr ic ul tu re

PROPOSED NORTH STREAM

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

APPROXIMATE WRE

EASEMENT BOUNDARY

PROPOSED LOD

(SEE SHEET 03 FOR

OVERALL LOD LOCATION

PROPOSED TREE PROTECTION FENCING

(SEE SHEET 04 FOR LOCATION)

CONTRACTOR SHALL MINIMIZE

DAMAGE TO EXISTING GROUND

IN THIS LOCATIONMATCHLINE

SHEET 10

CONTRACTOR SHALL GRADE SMOOTH

TO MATCH EXISTING GRADE (TYP.)

IF NECESSARY CONTRACTOR SHALL

TAIL DITCH TO MATCH EXISTING GRADE.

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

North Pathway 0+00.00-5+30.00

-399:1 Horizontal

GRADE BREAK STA = 0+49.66

ELEV = 49.00

G R

A D

E B

R E

A K

+4 9.

START: NORTH PATHWAY CONSTRUCTION

CONTRACTOR TO GRADE ROAD TO ELE.: 48.75.

(SEE TYPICAL CROSS SECTION SHEET 49)

PROPOSED GRADE

EXISTING GRADE

2 @ 36" AASHTO M 294 TYPE S

50.0 L.F.

INV. IN. 43.29

INV. OUT. 43.24

2 @ 60" AASHTO M 294 TYPE S

54.0 L.F.

INV. IN. 41.36

INV. OUT. 41.31

CONTRACTOR SHALL FILL

60" PIPES WITH ONE (1) FT. OF

COMPACTED SUITABLE FILL MATERIAL

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

W R

E W

R E

P C

: 1 +1

P C

: 3+34.88

P C

: 4+42.89

P C

: 5+49.53

P T: 1+18.18

P T: 3+35.03

P T: 4+42.92

P T: 5+49.59

49 49

45464646

4642.0

43.0

44.0

46.0 47.0

47.0

48.0

NS-L

S-0

L24

C23

L52

C40 C46

C49 C50

.0 42

44.0

45.0

46.0

0+00 1+00 2+00 3+00 4+00 5+00

S H

E E

M A

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PLAN VIEW

(1" = 20' HORIZ.)

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

N O

P A

A Y

T O

CN-101

SHEET: of 59

Value

N at ur al

R es ou rc es C on se rv at io n

S er vi ce

U ni te d

S ta te s

D ep ar tm en t o f A gr ic ul tu re

PROPOSED NORTH PATHWAY

IMPROVEMENTS

APPROXIMATE WRE

EASEMENT BOUNDARY

PROPOSED NORTH STREAM

(SEE SHEETS 05 - 11)

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

2 @ 36" AASHTO M 294 TYPE S

50.0 L.F.

INV. IN. 43.29

INV. OUT. 43.24

(SEE SHEET 08)

2 @ 60" AASHTO M 294 TYPE S

54.0 L.F.

INV. IN. 41.36

INV. OUT. 41.31

(SEE SHEET 08)

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

SHIELDS ROAD

CONTRACTOR SHALL INSTALL

CONSTRUCTION ENTRANCE

(SEE DETAIL SHEET 54)

REMOVE AND DISPOSE

OF EXISTING PIPE

AND HEADWALL

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

-50:1

G R

A D

E B

R E

A K

+5 8.

G R

A D

E B

R E

A K

+3 9.

PROPOSED GRADE

EXISTING GRADE

CONTRACTOR TO GRADE ROAD TO ELE.: 48.75.

(SEE TYPICAL CROSS SECTION SHEET 49)

END: NORTH PATHWAY

CONSTRUCTION

LODLODLODLODLODLODLODLODLOD

LODLOD

LODLODLODLOD

LODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

W R

E W

R E

W R

E W

R E

W R

E W

R E

WRE WRE WRE WRE

P C

: 3 +3

P C

: 4 +4

P C

: 5 +4

P T:

P T: 5+49.59

45464646

42.0

43.0

44.0

.0 45.0

46.0 47.0

47.0

48.0

NS-LS

-01

L24

C23

L52 L53

C46

C49 C50

.0 42

44.0

45.0

46.0

4+00 5+00 6+00 7+00

S H

E E

M A

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PLAN VIEW

(1" = 20' HORIZ.)

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

N O

P A

A Y

T O

CN-101

SHEET: of 59

Value

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

N at ur al

R es ou rc es C on se rv at io n

S er vi ce

U ni te d

S ta te s

D ep ar tm en t o f A gr ic ul tu re

PROPOSED NORTH PATHWAY

IMPROVEMENTS

PROPOSED NORTH STREAM

(SEE SHEETS 05 - 11)

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

APPROXIMATE WRE

EASEMENT BOUNDARY

2 @ 36" AASHTO M 294 TYPE S

50.0 L.F.

INV. IN. 43.29

INV. OUT. 43.24

(SEE SHEET 08)

2 @ 60" AASHTO M 294 TYPE S

54.0 L.F.

INV. IN. 41.36

INV. OUT. 41.31

(SEE SHEET 08)

REMOVE AND DISPOSE

OF EXISTING PIPE

AND HEADWALL

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

SOUTH STREAM 0+00.00-5+30.00

-112:1 -999:1

GRADE BREAK STA = 0+29.52

ELEV = 46.04

GRADE BREAK STA = 0+40.56

ELEV = 45.94

-173:1 -167:1 -49:1 45:1 -73:1 62:1 -41:1 49:1

-119:1 108:1

-36:1

-150:1 -200:1 -120:1 -171:1

GRADE BREAK STA = 0+22.47

ELEV = 45.05

GRADE BREAK STA = 0+35.56

ELEV = 44.97

GRADE BREAK STA = 0+40.56

ELEV = 44.94

GRADE BREAK STA = 0+89.24

ELEV = 43.94

G R

A D

E B

R E

A K

+3 4.

G R

A D

E B

R E

A K

+0 4.

G R

A D

E B

R E

A K

+5 0.

G R

A D

E B

R E

A K

+0 1.

GRADE BREAK STA = 3+50.52

ELEV = 44.79

G R

A D

E B

R E

A K

+1 5.

G R

A D

E B

R E

A K

+7 0.

G R

A D

E B

R E

A K

+4 9.

G R

A D

E B

R E

A K

+4 9.

G R

A D

E B

R E

A K

+6 0.

G R

A D

E B

R E

A K

+6 0.

GRADE BREAK STA = 3+56.52

ELEV = 44.74

GRADE BREAK STA = 3+56.52

ELEV = 44.74

G R

A D

E B

R E

A K

+8 2.

G R

A D

E B

R E

A K

+8 2.

Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:

BANKFULL BENCH

EXISTING GRADE

PROPOSED GRADE

BANKFULL BENCH

EXISTING GRADE

PROPOSED GRADESS-J-01

0+40.50 44.94

SS-J-01

0+57.39 45.92

S S

-L V

-0

S S

-L V

-0

S S

-L V

-0

SS-LV-02

2+68.95 44.59

S S

-L V

-0

S S

-L V

-0

SS-LV-04

4+90.16 44.45

S S

-L V

-0

LOD

W R

PC: 6+33.80

PC: 5+03.92

PC: 3+83.59

PC: 2+79.34

PC: 1+76.35

: 0

+7 1.

PT: 5+68.76

PT: 4+48.12

PT: 3+23.45

PT: 2+32.10

PT: 1+07.35

45.0

46.0

45.045.046.0

46.0

44.0

44.0 45.0

45.0

46.0

SS-LV-04

SS-J-01

L85

L86

L87

L89

C79

C80

C81

C82

C83

C84

0+00 1+00

2+00

3+00

4+00

5+00

C H

44.0

45.0

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PLAN VIEW

(1" = 20' HORIZ.)

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

S O

E A

M S

+0 0.

+3 0.

CN-101

SHEET: of 59

Value

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

N at ur al

R es ou rc es C on se rv at io n

S er vi ce

U ni te d

S ta te s

D ep ar tm en t o f A gr ic ul tu re

APPROXIMATE WRE

EASEMENT BOUNDARY

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

PROPOSED SOUTH STREAM

FURNISH AND INSTALL EROSION

CONTROL MATTING PER DETAIL

(TYP.)

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

FURNISH AND INSTALL INSTREAM

STRUCTURE PER DETAIL

(TYP.)

PROPOSED DITCH BERM

(SEE DETAIL SHEET 49)

ISSUED FOR BID / CONSTRUCTION 07/14/2014

D S

G N

C H

A P

V D

N o.

D E

S C

N A

P V

D B

Y D

TE JD

H /S

D L

S U

E D

F O

R B

C O

N S

O N

R ev . 1

E D

F O

R C

O N

U C

/1 6/

SOUTH STREAM 5+30.00-10+60.00

GRADE BREAK STA = 7+29.91

ELEV = 45.25

42:1 -57:1 63:1

-152:1 150:1 -51:1 61:1

-181:1

-167:1 -240:1

-160:1

-100:1

G R

A D

E B

R E

A K

+3 6.

GRADE BREAK STA = 5+98.78

ELEV = 44.67

G R

A D

E B

R E

A K

+6 0.

GRADE BREAK STA = 7+24.14

ELEV = 44.64

G R

A D

E B

R E

A K

+1 2.

GRADE BREAK STA = 8+87.22

ELEV = 44.59

G R

A D

E B

R E

A K

+4 6.

54 GRADE BREAK STA = 10+07.06

ELEV = 44.54

GRADE BREAK STA = 6+03.78

ELEV = 44.64

GRADE BREAK STA = 6+03.78

ELEV = 44.64 GRADE BREAK STA = 7+36.14

ELEV = 44.59

GRADE BREAK STA = 7+36.14

ELEV = 44.59

GRADE BREAK STA = 8+95.22

ELEV = 44.54

GRADE BREAK STA = 8+95.22

ELEV = 44.54

GRADE BREAK STA = 10+13.06

ELEV = 44.48

GRADE BREAK STA = 10+13.06

ELEV = 44.48

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

EXISTING GRADE

BANKFULL BENCH

PROPOSED GRADE

Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ: Δ:

S S

-L V

-0

S S

-L V

-0

SS-LR-01

8+87.22

SS-LR-01

8+95.22

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

PC: 1

.94

PC: 9+30.82PC: 7

+72

.56

PC: 6+33.80

PC: 5+03.92

PT:

.17

PT: 8+51.62

PT: 6

+87

.72

PT: 5+68.76

PT: 4+48.12

PT: 3+23.45

44.0

44.0 45.0

45.0

46.0

45.0

45.0 45.0

45.0

46.0

S S

-LV

-04

Sta: 8+87.22 Offset: 0.00

Sta: 8+95.22 Offset: 0.00

SS-LP-1

Sta: 7+36.14 Offset: 0.00

Sta: 12+02.80 Offset: -5.69

SS-LR-01

SS-BM-01

L8 0L81L8

L83

L85

C75

C76

C77

C78

C79

C80

C81

4+00

5+00

7+00

8+00

9+00

10+00

11+00

C H

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

N D

R E

S E

R V

E P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

C A

L S

C A

: 1

1.0

2.0

4.0

6.0

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

E R

S O

E A

M S

+3 0.

CN-101

SHEET: of 59

Value

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

N at…

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File details come from the government source that posted it. Updated Nov 14, 2017.