Revised W912P722B0002 Dry Creek_Plans.pdf

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PENA CREEK

REACH 13 PROJECT AREA

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US Army Corps of Engineers San Francisco District

SONOMA COUNTY, CALIFORNIA

DRY CREEK ECOSYSTEM RESTORATION

PROJECT - PHASE I

SOLICITATION NO: W912P722B0002

CONTRACT NO: W912P722CXXXX

ISSUE DATE: MAY 2022

SUBMITTED BY:

SON T. HA, P.E. DATE

CHIEF, ENGINEERING BRANCH

APPROVED BY:

SUSAN J. KELLY, P.E. DATE

CHIEF, ENGINEERING AND TECHNICAL SERVICES DIVISION

PREPARED UNDER THE DIRECTION OF:

KEVIN P. ARNETT, P.E.

LT. COLONEL, DISTRICT COMMANDER

LOCATION MAP

NOT TO SCALE

THIS PROJECT WAS DESIGNED FOR THE SAN FRANCISCO DISTRICT

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

THAT APPEAR ON THESE PROJECT DOCUMENTS ARE WITHIN THE

SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER1110-1-8152.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF DRAWINGS IN THIS SET.

P a c i f i c O c e a n

HWY

River

Russian

CLOVERDALE

SANTA ROSA

SEBASTOPOL

WINDSOR

HEALDSBURG

FORESTVILLE

ROHNERT PARK

COTATI

SONOMA

PETALUMA

MENDOCINO

SONOMA

COUNTY

COUNTY

LAKE COUNTY

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COUNTY

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MARIN

COUNTY

HWY 1

HW

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HWY 12

HWY

HW

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U. S.

HWY 116

HWY

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PROJECTASTI

REACH 10

PROJECT AREA

SCHEDULE OF DRAWINGS

SHEET

NUMBER

SHEET

ID

1 G-01 2 G-02 3 C-01 4 C-02 5 C-03 6 C-04 7 C-05 8 C-06 9 C-07

10 C-08 11 C-09 12 C-10 13 C-11 14 C-12 15 C-13 16 C-14 17 C-15 18 C-16 19 C-17 20 C-18 21 C-19 22 C-20 23 C-21

SHEET NAME

Title, Location and Schedule of Drawings General Notes, Abbreviations and Legend Site Map - Project Reaches Reach 13 - Existing Conditions Reach 13 - Site Plan Overview Reach 13 - Access and Staging Overview Reach 13 - Main Channel Plan and Profile - Sta. 644+00 To 652+00 Reach 13 - Main Channel Plan and Profile - Sta. 632+00 To 639+00 Reach 13, Area 13B - Grading Plan Reach 13, Area 13B - LWS and Bank Treatment Plan Reach 13, Area 13B - Grading Cross Sections Reach 13, Area 13B - Grading Cross Sections Reach 13, Area 13A - Grading Plan Reach 13, Area 13A - LWS and Bank Treatment Plan Reach 13, Area 13A - Grading Cross Sections Reach 13 - Main Channel Sections - Boulder. LWS, and Riffles Reach 10 - Existing Conditions Reach 10 - Site Plan Overview Reach 10 - Access and Staging Overview Reach 10 - Main Channel Plan and Profile - Sta. 533+00 To 549+00 Reach 10 - Main Channel Plan and Profile - Sta. 517+00 To 534+00 Reach 10 - Main Channel Plan and Profile - Sta. 505+00 To 517+00 Reach 10 - Main Channel Bank Treatment Locations

24 C-22 Reach 10 - Main Channel Bank Treatment Sections 25 C-23 Reach 10, Area 10B2 - Grading Plan 26 C-24 Reach 10, Area 10B2 - LWS and Bank Treatment Plan 27 C-25 Reach 10, Area 10B2 - Grading Cross Sections 28 C-26 Reach 10, Area 10B2 - Grading Cross Sections 29 C-27 Reach 10, Area 10B1 - Grading Plan 30 C-28 Reach 10, Area 10B1 - LWS and Bank Treatment Plan 31 C-29 Reach 10, Area 10B1 - Grading Cross Sections 32 C-30 Reach 10, Area 10A3 - Grading Plan 33 C-31 Reach 10, Area 10A3 - LWS and Bank Treatment Plan 34 C-32 Reach 10, Area 10A3 - Grading Cross Sections 35 C-33 Reach 10, Area 10A3 - Grading Cross Sections 36 C-34 Reach 10, Area 10A2 - Grading Plan 37 C-35 Reach 10, Area 10A2 - LWS and Bank Treatment Plan 38 C-36 Reach 10, Area 10A2 - Grading Cross Sections 39 C-37 Reach 10, Area 10A1 - Grading Plan 40 C-38 Reach 10, Area 10A1 - LWS and Bank Treatment Plan 41 C-39 Reach 10, Area 10A1 - Grading Cross Sections 42 C-40 Reach 10, Area 10A1 - Grading Cross Sections 43 C-41 Reach 10, Area 10A0 - Grading Plan 44 C-42 Reach 10, Area 10A0 - LWS and Bank Treatment Plan 45 C-43 Reach 10, Area 10A0 - Grading Cross Sections 46 C-44 Reach 10, Area 10A0 - Grading Cross Sections 47 C-45 Reach 10 - Main Channel Sections - Boulder, LWS, and Riffles 48 C-46 Reach 10 - Main Channel Sections - Boulder, LWS, and Riffles 49 D-01 Typical Details - Side Channel Riffles 50 D-02 Typical Details - Boulder Field, Access Route Reinforcement 51 D-03 Typical Details - Bank Treatments 52 D-04 Typical Details - Bank Treatment, Willow Baffle, and Brush Pile 53 D-05 Typical Details - Bank Construction 54 D-06 Typical Details - FES Lift (1 of 2) 55 D-07 Typical Details - FES Lift (2 of 2) 56 D-08 Typical Sequence Details - Bank Treatment Type 4 57 D-09 Typical Detail - Bank LWS 58 D-10 Typical Construction Sequence - Bank LWS 59 D-11 Typical Detail and Construction Sequence - Floodplain LWS 60 D-12 Typical Details - Low Bank Pool LWS and High Bank Pool LWS 61 D-13 Typical Sequences - Low Bank Pool LWS and High Bank Pool LWS 62 D-14 Typical Detail - Backwater LWS 63 D-15 Typical Construction Sequence - Backwater LWS 64 D-16 Typical Details - Habitat LWS and Side Channel LWS 65 D-17 Typical Construction Sequence - Side Channel LWS (Right Bank) 66 D-18 Typical Construction Sequence - Side Channel LWS (Left Bank) 67 D-19 Typical Detail - Apex LWS 68 D-20 Typical Construction Sequence - Apex LWS 69 D-21 Typical Detail - Inlet LWS 70 D-22 Typical Construction Sequence - Inlet LWS 71 D-23 LWS Summary Tables 72 D-24 Typical Details - LWS Attachment and Ballasting

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Digitally signed by

HA.SON.THUC.1257370972

Date: 2022.04.07 09:14:02 -07'00'

KELLY.SUSAN.JANE.1458989652 Digitally signed by KELLY.SUSAN.JANE.1458989652 Date: 2022.04.07 16:24:49 -07'00'

APRIL 2022

Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_Cover.dwg 07 Apr 2022 - 8:05am

GENERAL NOTES

6.

5.

4.

2. NORTH AMERICAN VERTICAL DATUM (NAVD), 1988 US SURVEY FEET.

ALL STATIONING REPRESENTS HORIZONTAL MEASUREMENT AT ALIGNMENT OF CONSTRUCTION.

RIGHT AND LEFT DIRECTIONS ARE FROM CENTERLINE LOOKING DOWNSTREAM.

THE CONSULTANT, TO THE BEST OF ITS ABILITY, HAS DELINEATED ON THE DRAWINGS ALL

UTILITY INSTALLATIONS TO BE ENCOUNTERED WITHIN THE LIMITS OF WORK. SUCH

INFORMATION IS BASED UPON INFORMATION FURNISHED TO CONSULTANT BY THE UTILITY

OWNERS, AND THE CONSULTANT DOES NOT EITHER EXPRESSLY OR BY IMPLICATION

GUARANTEE THAT UTILITY INSTALLATIONS WILL BE FOUND AT THE LOCATIONS OR DEPTHS

INDICATED. THE CONSULTANT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE

INFORMATION SHOWN OR THE INADVERTENT OMISSION OF ANY SUCH INFORMATION.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES.

VERTICAL

DATUM:

STATIONING :

ORIENTATION :

UTILITIES :

3. PT EASTING NORTHING ELEV. DESCRIPTION

DC-5 6287798.73 2017304.51 187.83 2" DIA. BRASS DISK STAMPED "DC-5"

DC-6 6286982.80 2016692.48 184.45 5/8" REBAR W/2" DIA ALUM. CAP STAMPED "DC-6"

DC-7 6276733.04 2025668.23 220.61 2" DIA. BRASS DISK STAMPED "DC-7"

DC-8 6277415.10 2025710.28 218.06 5/8" REBAR W/2" DIA ALUM. CAP STAMPED "DC-8"

100 6289573.76 2013404.68 166.62 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

102 6289546.96 2013459.94 167.04 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

200 6289247.28 2014549.77 167.54 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

201 6289337.84 2015081.16 169.46 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

202 6289454.16 2015407.16 171.51 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

203 6289218.75 2016122.05 168.07 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

204 6288686.58 2016530.68 173.12 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

206 6289025.34 2015573.92 173.54 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

207 6288537.77 2014113.54 181.77 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

208 6288389.20 2014409.69 178.83 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

400 6283131.80 2020743.91 191.30 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

401 6282868.77 2020756.82 191.28 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

402 6282377.78 2021028.70 192.40 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

403 6282008.55 2021157.95 190.94 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

404 6281845.01 2021585.07 191.99 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

405 6281402.99 2022074.67 190.78 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

701 6278700.76 2024291.88 197.95 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

702 6278941.94 2023888.59 200.09 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

703 6280312.79 2023791.00 209.34 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

704 6280369.74 2023090.46 195.22 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

705 6289336.93 2014790.79 169.91 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

706 6290340.47 2015080.25 174.02 5/8" REBAR W/RED PLASTIC CAP "SCWA CONTROL"

PROJECT

BENCHMARKS :

CALIFORNIA STATE PLANE COORDINATES (NAD83) ZONE 2, US SURVEY FEET1. HORIZONTAL

DATUM:

7. PARCEL BOUNDARY ALIGNMENTS OBTAINED FROM SONOMA COUNTY WATER AGENCY IN MARCH

OF 2014. PARCELS HAVE BEEN UPDATED AS NEEDED TO REFLECT CURRENT OWNERSHIP.

PARCEL

DATA :

SECTION IS SHOWN AS:

FOUND ON SAME SHEET AS CUT:

SECTIONS AND DETAILS TO BE

ON SHEET NO. 15 THIS

NO. 12 TO BE FOUND ON SHEET NO. 15:

SECTIONS AND DETAILS CUT ON SHEET

TYPICAL SECTION AND DETAIL LETTERING SYSTEM

ABBREVIATIONS

POWER POLE

STAGING AREA

INGRESS/EGRESS

PLAN LEGEND

EXISTING ROAD

EXISTING STRUCTURES

STORM DRAIN OUTFALL (SDO)

EXISTING PUMP

8. REACH 13: BASED ON LIDAR MAPPING COLLECTED 2013 BY WATERSHED SCIENCES, INC.

SUPPLEMENTED WITH GROUND SURVEY BY INTER-FLUVE, INC. COLLECTED MARCH AND OCTOBER

2014 AND JANUARY 2015 AND SURVEY PROVIDED BY SONOMA COUNTY WATER AGENCY.

REACH 10: BASED ON LIDAR MAPPING COLLECTED 2013 BY WATERSHED SCIENCES, INC.

SUPPLEMENTED WITH GROUND SURVEY BY INTER-FLUVE, INC. COLLECTED AUGUST 2017.

INFORMATION SHOWN ON THE DRAWINGS IS BASED ON BATHYMETRIC AND TOPOGRAPHIC SURVEYS

MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED INDICATING THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

TOPOGRAPHY :

STA: 11+00

TYPICAL SECTION - PROJECT GRADING

TYPICAL SECTION - IMPROVEMENTS

700 CFS

SLOPE BREAK (TYP.)

BANK TREATMENT TYPE 2 (TYP.)

BANK TREATMENT TYPE 1 (TYP.)

COMPACTED SELECT SOIL (TYP.)

COMPACTED SELECT FILL (TYP.)

126.0 SPOT ELEVATION, FINISH GRADE

EXISTING RIFFLE (TYP.)

X X X

BANK TREATMENT TYPE 3 (TYP.)

NATIVE MATERIAL (TYP.)

BOULDER BALLAST (TYP.)

JOINT PLANTED LIGHT

RIPRAP

TREE INVENTORY

LOCATIONS ARE APPROXIMATE, FIELD

VERIFY CONFLICTS WITH WORK PRIOR

TO CLEARING.

PROJECT BENCHMARKS

X X X X X X

CFS CUBIC FEET PER SECOND

CMP CORRUGATED METAL PIPE

D.B.H. DIAMETER BREAST HEIGHT

EG EXISTING GRADE

(E) EXISTING

FES FABRIC ENCAPSULATED SOIL

FG FINISH GRADE

HDPE HIGH DENSITY POLYETHYLENE

I.E. INVERT ELEVATION

LWM LARGE WOODY MATERIAL

LWS LARGE WOOD STRUCTURE

FTR FULLY THREADED ROD

FT. FEET

YR YEAR

INC. INCORPORATED

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

O.C. ON CENTER

OH OVERHEAD

OHW ORDINARY HIGH WATER

OLW ORDINARY LOW WATER

PDSCS PUMP DISCHARGE SEDIMENT CONTROL

SYSTEM

RSP ROCK SLOPE PROTECTION

SDO STORM DRAIN OUTFALL

STA STATION

(TYP.) TYPICAL

SCWA SONOMA COUNTY WATER AGENCY

SW SONOMA WATER

USACE UNITED STATES ARMY CORPS OF

ENGINEERS

SECTION LETTER OR DETAIL NUMBER

SHEET ON WHICH IT APPEARS

SECTION LETTER OR DETAIL NUMBER

SHEET FROM WHICH SECTION

WAS CUT OR DETAIL APPLIES TO

A

SCALE12

A SECTION or DETAIL

A

A

(TO REMAIN)

(TO BE REMOVED)

TREE CANOPY OVER 40-FT

DRIPLINE (APPROX.)

9. WATER SURFACE LINES AND ELEVATIONS SHOWN ARE FROM HYDRAULIC MODELING AT THE

INDICATED DISCHARGE AND ARE APPROXIMATE. CONTRACTOR SHALL VERIFY THAT WATER

SURFACE ELEVATIONS AND EXTENTS MATCH THOSE SHOWN. IF WATER SURFACE ELEVATIONS AT

THE INDICATED DISCHARGE ARE FOUND TO VARY MORE THAN 0.1-FT FROM WHAT IS SHOWN, THE CONTRACTING OFFICER OR DELEGATED REPRESENTATIVE SHALL BE NOTIFIED PRIOR TO STARTING WORK. AT THAT TIME THE CONTRACTING OFFICER OR DELEGATED REPRESENTATIVE MAY INITIATE

A DESIGN REVISION TO ACCOMMODATE THE DIFFERENCE IN ACTUAL TO MODELED WATER

SURFACE ELEVATIONS. SEE SPECIFICATIONS FOR SUBMITTAL AND TIMELINE REQUIREMENTS.

WATER SURFACE

ELEVATIONS:

10. AERIAL IMAGES SHOWN ARE FROM 2013 AND WERE PROVIDED BY SONOMA WATER.AERIAL IMAGES:

OHOH

BANK TREATMENT TYPE 4 (TYP.) 1

SIDE CHANNEL RIFFLE

(TYP.)

EXISTING WELL

ROCK TOE

EXISTING ROCK TOE

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SOLICITATION

700 CFS

ORDINARY LOW WATER (OR OLW)

110 CFS

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EXISTING GRADE - SECTION AND

PROFILE VIEW (EG)

EXISTING THALWEG GRADE -

SECTION AND PROFILE VIEW (EG)

FINISH GRADE - SECTION AND

PROFILE VIEW (FG)

EXISTING CONTOURS ( 1 FT.)

PROPOSED CONTOURS (1 FT.)

EXISTING EDGE OF OLW 2014/2017

PROPOSED EDGE OF OLW

ACCESS CORRIDOR (TYP.)

TEMPORARY CONSTRUCTION

EASEMENT (TYP.)

CONSTRUCTION MAINTENANCE AND

MONITORING EASEMENT (TYP.)

OVERHEAD POWER LINE (TYP.)

DRY CREEK ALIGNMENT (TYP.)

PARCEL BOUNDARY (TYP.)

SILT FENCE (TYP.)

TEMPORARY CONSTRUCTION FENCE

EXISTING RIPRAP

BOULDER FIELD (TYP.)

WILLOW BAFFLE (TYP.)

LARGE WOODY MATERIAL (LWM)

BANK LWS (TYP.)

FLOODPLAIN LWS (TYP.)

LOW BANK POOL LWS (TYP.)

HIGH BANK POOL LWS (TYP.)

BACKWATER LWS (TYP.)

HABITAT LWS (TYP.)

SIDE CHANNEL LWS (TYP.)

APEX LWS (TYP.)

INLET LWS (TYP.)

INDEX SHEET EXTENT

GRANULAR FILTER

BLANKET TYPE 1

GRANULAR FILTER

BLANKET TYPE 2

LIVE STAKE IN LWS

STAKE BOTTOM

INSERTION

POINT AT

GRADE

SALVAGED WHOLE TREES IN LWS

NOTE: LINEWEIGHT VARIES BY SCALE

BRUSH PILE, (TYP.)

DC-7

DC-8

DC-6

702 704

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400404

100102

DRY CREEK ROAD

W. DRY CREEK ROAD

DRY CREEK (TYP.)

LAKE SONOMARECREATIONAL

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REACH 13PROJECT AREASWARM SPRINGS DAM

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USACE LWM

STOCKPILE AREA

W

5+

630+00

635+00

640+00

645+00

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655+00

W. DRY CREEK ROAD

DRY CREEK

ALIGNMENT (TYP.)

OVERHEAD POWER

LINE (TYP.)

PARCEL BOUNDARY (TYP.)

(E) RIFFLE (TYP.)

REACH 13 PROJECT AREA

STATION 630+00 TO 655+00

EDGE OF WATER,

2014 (APPROX.)

CONSTRUCTION

MAINTENANCE AND

MONITORING

EASEMENT (TYP.)

RIPRAP

DRY CREEK

UN

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SCALE IN FEET

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WELL NOT TO

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XX

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APN: 139-110-057

APN: 139-130-008

APN: 139-140-032

APN: 139-110-036

APN: 139-110-055

APN: 139-110-054

APN: 139-120-002

APN: 139-120-002

APN: 139-140-034

TEMPORARY

CONSTRUCTION

EASEMENT (TYP.)

5+

630+00

635+00

640+00

645+00

650+00

655+00

OFF-CHANNEL

ENHANCEMENT

AREA 13A

OFF-CHANNEL

ENHANCEMENT

AREA 13B

REACH 13 PROJECT AREA

STATION 630+00 TO 655+00

W. DRY CREEK ROAD

DRY CREEK

ALIGNMENT (TYP.)

OVERHEAD POWER

LINE (TYP.)

PARCEL BOUNDARY (TYP.)

(E) RIFFLE (TYP.)

EDGE OF WATER,

2014 (APPROX.)

CONSTRUCTION

MAINTENANCE AND

MONITORING

EASEMENT (TYP.)

(E) RIPRAP

DRY C

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UN

NA

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T

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BU

TA

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UNNAMED TRIBUTARY

SCALE IN FEET

0 200100

EXISTING WELL NOT TO

BE DISTURBED (APPROX.)

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APN: 139-120-002

APN: 139-120-002

APN: 139-110-054

APN: 139-110-055

APN: 139-110-036

APN: 139-140-032

APN: 139-130-008

APN: 139-110-057

N.I.C.

SEE SHEETS 7, 9-10

SEE SHEET 8

SEE SHEETS 13-14

APN: 139-140-034

W. DRY CREEK ROAD

TEMPORARY

CONSTRUCTION

EASEMENT (TYP.)

NOTE:

AREA HATCHED AND LABELED AS "N.I.C." IS

FOR CONSTRUCTION BY OTHERS.

CONTRACTOR TO COORDINATE WITH THE

CONTRACTING OFFICER OR DELEGATED

REPRESENTATIVE FOR UPSTREAM LIMIT OF

CONSTRUCTION ACTIVITY.

5+

630+00

635+00

640+00

645+00

650+00

655+00

INGRESS/EGRESS

8880 DRY CREEK RD

0.48 ACRE STAGING AREA 1 (SA1):

CONFIRM FINAL EXTENTS WITH

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE

AT TIME OF CONSTRUCTION

OFF-CHANNEL

ENHANCEMENT

AREA 13A, SEE

SHEETS 13-14

PROTECT EXISTING ACCESS ROAD AND

RAMP. DAMAGE SHALL BE REPAIRED

OR ACCESS RAMP SHALL BE REPLACED

IN-KIND IN COORDINATION WITH THE

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE AND AS

APPROVED BY THE PROPERTY OWNER.

DRY CREEK

ALIGNMENT (TYP.)

OVERHEAD

POWER

LINE (TYP.)

PARCEL BOUNDARY (TYP.)

(E) RIFFLE (TYP.)

EDGE OF WATER,

2014 (APPROX.)

CONSTRUCTION MAINTENANCE AND

MONITORING EASEMENT (TYP.)

OFF-CHANNEL ENHANCEMENT

AREA 13B, SEE SHEETS 9-10

REACH 13 PROJECT AREA

STATION 630+00 TO 655+00

DRY CREEK ROAD

DRY C

REEK

UNNAMED TRIBUTARY

UN

NA

M

ED

T

RI

B.

DRY CREEK

NOTES:

1. FINAL ALIGNMENT OF ACCESS ROUTES THROUGH VEGETATED

CORRIDORS TO BE APPROVED AT THE TIME OF CONSTRUCTION.

2. TYPICAL ACCESS ROUTE WIDTH IS 13 FEET. TYPICAL ACCESS

ROUTE SURFACE TYPE IS NATIVE MATERIAL WITH SOME AREAS

OF GRAVEL. CONTRACTOR SHALL PROTECT ACCESS ROUTES

FROM DEGRADATION DURING CONSTRUCTION. DAMAGES TO

ACCESS ROUTES SHALL BE REPAIRED IN-KIND OR AS

OTHERWISE APPROVED BY THE CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE.

3. ACCESS TO SITES FOR BID ITEMS LABELED AS "OPTIONAL" IS

NOT ALLOWED UNTIL THE OPTION IS EXERCISED.

4. CLEARING AND GRUBBING SHALL BE ACCOMPLISHED PER

SPECIFICATION SECTION 31 11 00 FOR ALL THE CONFIRMED

STAGING AREAS AND ACCESS ROUTES LOCATED WITHIN THE

CONSTRUCTION MAINTENANCE AND MONITORING EASEMENT

AREAS AS WELL AS FOR ALL THE CONFIRMED STAGING AREAS

AND ACCESS ROUTES LOCATED WITHIN THE TEMPORARY

CONSTRUCTION EASEMENT AREAS THAT WILL REQUIRE

REMOVAL OF VINES, VEGETATION, TRELLISES AND IRRIGATION.

SCALE IN FEET

0 200100

CURRENT CONDITIONS FAVOR ACCESS

FROM THE EAST; CONTRACTOR TO

VERIFY ACCESS CONDITIONS PRIOR

TO MOBILIZATION AND MAKE

NECESSARY IMPROVEMENTS FOR THE

SIZE AND WEIGHT OF CONSTRUCTION

EQUIPMENT USED FOR THE PROJECT.

IMPROVEMENTS TO ACCESS SHALL BE

WITHIN THE PREDEFINED PROJECT

RIGHT OF WAY AND SHALL NOT

DISTURB VINEYARD OPERATIONS.

SA1.3

SA1.4

SA1.5

SA1.6

SA1.1

SA1.2

STAGING AREA COORDINATES

POINT NORTHING EASTING

SA1.1 2021102.11 6282165.08

SA1.2 2021044.27 6282339.96

SA1.3 2020989.51 6282437.86

SA1.4 2020972.28 6282434.17

SA1.5 2020939.54 6282371.59

SA1.6 2020988.28 6282237.74

SA1.7 2021019.05 6282190.94

SA1.8 2021064.58 6282160.77

EXISTING WELL NOT TO

BE DISTURBED (APPROX.)

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SA1.8

APN: 139-110-057

APN: 139-120-002

APN: 139-110-036

APN: 139-110-055

APN: 139-110-054

APN: 139-120-002

TEMPORARY

CONSTRUCTION

EASEMENT (TYP.)

ACCESS ROUTE FOR 13B

N.I.C.

APN: 139-140-034

NOTE:

AREA HATCHED AND LABELED AS "N.I.C." IS

FOR CONSTRUCTION BY OTHERS.

CONTRACTOR TO COORDINATE WITH THE

CONTRACTING OFFICER OR DELEGATED

0+00

1+00

2+00

3+00 4+00

5+00

6+00

7+00

7+29 645+00650+00

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BOULDER FIELD

110 CFS

MAIN CHANNEL PROFILE STA. 644+00 TO 652+00

644+00645+00646+00647+00648+00649+00650+00651+00652+00

700 CFS

EXISTING GRADE

OFF-CHANNEL

STA 6+92.78

ELEV. 177.7'

WSE: 179.32

WSE: 176.99

SCALE IN FEET1"

1" = 30'

OFF-CHANNEL

STA 0+29.56

ELEV. 174.3'

OFF-CHANNEL PROPOSED

GRADE AT MAIN CHANNEL

EDGE OF WATER, (TYP.)

D O

W N

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SCALE IN FEET

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NOTES:

1. MATERIAL LAYOUTS DEPICTED ARE SCHEMATIC ONLY. AFTER

INITIAL STAKING, THE CONTRACTING OFFICER OR DELEGATED

REPRESENTATIVE RESERVES THE RIGHT TO ADJUST LOCATIONS

OF MATERIALS AND FEATURES TO OPTIMIZE HABITAT.

2. AFTER INITIAL STAKING, THE CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE RESERVES THE RIGHT TO

ADJUST THE GRADING LIMITS LOCALLY TO PRESERVE MATURE

TREES AND BLEND TO ADJACENT GROUND.

DRY CREEK

ALIGNMENT (TYP.)

EDGE OF WATER,

2014 (APPROX.)

CONSTRUCTION

MAINTENANCE

AND MONITORING

EASEMENT (TYP.)

BACKWATER

LWS (TYP.)

BOULDER

FIELD (TYP.)

HABITAT

LWS (TYP.)

(E) RIFFLE (TYP.)

BANK TREATMENT

TYPE 1 (TYP.)

LOW BANK POOL

LWS (TYP.)

SIDE CHANNEL

RIFFLE (TYP.)

FLOODPLAIN

LWS (TYP.)

DRY CREEK

DRY CREEK

OFF-CHANNEL ENHANCEMENT

AREA 13B, SEE SHEETS 9-10

APEX LWS

SIDE CHANNEL

LWS (TYP.)

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SOLICITATION

APN: 1

-11 0-0

APN: 1

-11 0-0

APN: 1

-12 0-0

APN: 1

-12 0-0

APN: 1

-11 0-0

APN: 1

-11 0-0

BRUSH

PILE (TYP.)

N.I.C.

N.I.C.

NOTE:

AREA HATCHED AND LABELED AS "N.I.C." IS

FOR CONSTRUCTION BY OTHERS.

CONTRACTOR TO COORDINATE WITH THE

CONTRACTING OFFICER OR DELEGATED

1+

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1+002+00

3+00

4+00

5+00

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MAIN CHANNEL PROFILE STA. 632+00 TO 639+00

632+00633+00634+00635+00636+00637+00638+00639+00

700 CFS

EXISTING GRADE

OFF-CHANNEL

STA 6+00.69

ELEV. 173.8'

WSE: 175.72

SCALE IN FEET1"

1" = 30'

OFF-CHANNEL

STA 4+36.36

ELEV. 175.9'

WSE: 175.40

OFF-CHANNEL

STA 0+92.39

ELEV. 169.5'

WSE: 175.33

OFF-CHANNEL PROPOSED GRADE AT

MAIN CHANNEL EDGE OF WATER, (TYP.)

DRY CREEK

ALIGNMENT (TYP.)

TEMPORARY CONSTRUCTION

EASEMENT (TYP.)

EDGE OF WATER,

2014 (APPROX.)

OFF-CHANNEL ENHANCEMENT

AREA 13A, SEE SHEETS 13-14

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HABITAT

LWS (TYP.)

(E) RIFFLE (TYP.)

BANK TREATMENT

TYPE 1 (TYP.)

SIDE

CHANNEL

LWS (TYP.)

DRY CREEK

DRY CREEK

NOTES:

1. MATERIAL LAYOUTS DEPICTED ARE

SCHEMATIC ONLY. AFTER INITIAL

STAKING, THE CONTRACTING OFFICER

OR DELEGATED REPRESENTATIVE

RESERVES THE RIGHT TO ADJUST

LOCATIONS OF MATERIALS AND

FEATURES TO OPTIMIZE HABITAT.

2. AFTER INITIAL STAKING, THE

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE

RESERVES THE RIGHT TO ADJUST THE

GRADING LIMITS LOCALLY TO

PRESERVE MATURE TREES AND BLEND

TO ADJACENT GROUND.

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01SCALE IN FEET

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APEX LWS

(TYP.)

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SOLICITATION

APN: 139-110-057

APN: 139-140-034

APN: 139-120-002

APN: 139-110-036

APN: 139-110-036

APN: 139-140-033

APN: 139-140-033

BRUSH

PILE (TYP.)

CONSTRUCTION MAINTENANCE AND

MONITORING EASEMENT (TYP.)

2+00

3+00 4+00

5+00

6+00

7+00

7+29 645+00650+00

0+001+002+003+004+005+006+007+007+29

SCALE IN FEET

1"

1" = 30'

110 CFS

EXISTING GRADE (TYP.)

FINISH GRADE (TYP.)DRY CREEK

CHANNEL BED

RIFFLE (TYP.)

700 CFS

STA:7+03

ELEV:177.87

STA:6+65

ELEV:177.30

STA:6+49

ELEV:172.97

STA:3+70

ELEV:177.40

STA:3+30

ELEV:177.10 STA:3+08

ELEV:172.67

STA:1+27

ELEV:177.20

STA:0+87

ELEV:176.80

STA:0+76

ELEV:172.87

STA:0+20

ELEV:174.47

DRY CREEK ALIGNMENT

CONSTRUCTION MAINTENANCE AND

MONITORING EASEMENT (TYP.)

EDGE OF WATER,

2014 (APPROX.)

STA:0+50

(E) RIFFLE

BLEND TO EXISTING

GRADE ALONG LIMIT OF

FINISH GRADING (TYP.)

ST

A:

1+

00ST

A:

1+

ST

A:

2+

ST

A:

2+

ST

A:

3+

STA:3+50

STA:4+00ST

A:

4+

ST

A:

5+

00STA:5+50

STA:6+00

STA:6+80

STA:6+50

PRESERVE EXISTING

TREES AND ROOTS

BOULDER FIELD

AREA 13B GRADING

CROSS-SECTIONS,

SEE SHEET 11-12

SIDE CHANNEL

RIFFLE (TYP.)

NOTES:

1. CONFORM GRADING TO PRESERVE EXISTING

TREES AND ROOTS. INTEGRATE LWS WITH

EXISTING MATURE TREES AS APPROVED BY THE

CONTRACTING OFFICER OR DELEGATED

REPRESENTATIVE.

2. SEE SPECIFICATIONS FOR FINE GRADING AND

DECOMPACTION REQUIREMENTS.

3. AREA HATCHED AND LABELED AS "N.I.C." IS FOR

CONSTRUCTION BY OTHERS. CONTRACTOR TO

COORDINATE WITH THE CONTRACTING OFFICER

OR DELEGATED REPRESENTATIVE FOR

UPSTREAM LIMIT OF CONSTRUCTION ACTIVITY.

Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_Plan-Profile.dwg 08 Apr 2022 - 10:11am

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-1 -1

SCALE IN FEET

0 6030

DRY CREEK DRY CREEK

OFF-CHANNEL AREA 13B CHANNEL PROFILE

TREE CLEARING SCHEDULE

SIZE CLASS NUMBER TO BE REMOVED

< 12-IN DBH 17

12-IN TO 24-IN DBH 25

> 24-IN DBH 1

TREES TO BE CLEARED ARE ESTIMATED BASED ON

SURVEY DATA AND THE LIMITS OF DISTURBANCE

SHOWN. ACTUAL NUMBER OF TREES CLEARED MAY

VARY AS APPROVED BY THE CONTRACTING OFFICER

OR DELEGATED REPRESENTATIVE.

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B

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D R

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B Y:

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D B

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SU

BM

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D B

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SI

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AN

SI

D

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SU

E D

AT

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SO

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C

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N N

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C O

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C R

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SOLICITATION

APN: 1

-11 0-0

APN: 1

-11 0-0

APN: 1

-12 0-0

APN: 1

-11 0-0

54 APN: 1

-11 0-0

APN: 1

-12 0-0

N.I.C.

2+00

3+00 4+00

5+00

6+00

7+00

7+29 645+00650+00

DRY CREEK ALIGNMENT (TYP.)

CONSTRUCTION MAINTENANCE AND

MONITORING EASEMENT (TYP.)

EDGE OF WATER,

2014 (APPROX.)

PACK SLASH BENEATH LWS IN

CHANNEL BOTTOM (TYP.)

(E) RIFFLE (TYP.)

LOW BANK POOL

LWS (TYP.)

BANK TREATMENT

TYPE 1 (TYP.)

APEX LWS

SIDE CHANNEL

RIFFLE (TYP.)

BOULDER FIELD

BACKWATER LWS (TYP.)

INTEGRATE LWS WITH EXISTING MATURE

TREES AS APPROVED BY THE

CONTRACTING OFFICER OR DELEGATED

REPRESENTATIVE AT THESE LOCATIONS

HABITAT

LWS (TYP.)

Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_Plan-Profile.dwg 08 Apr 2022 - 10:11am

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EA

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2P

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2P

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XX

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SCALE IN FEET

0 6030

DRY CREEK

DRY CREEK

16NOTES:

1. MATERIAL LAYOUTS DEPICTED ARE SCHEMATIC ONLY.

AFTER INITIAL STAKING, THE CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE RESERVES THE RIGHT TO

ADJUST LOCATIONS OF MATERIALS AND FEATURES TO

OPTIMIZE HABITAT.

2. AFTER INITIAL STAKING, THE CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE RESERVES THE RIGHT TO

ADJUST THE GRADING LIMITS LOCALLY TO PRESERVE

MATURE TREES AND BLEND TO ADJACENT GROUND.

3. INSTALL LIVE STAKES ALONG CONSTRUCTED BANKS, SEE

SPECIFICATION 32.93.00 FOR MORE DETAIL.

4. AREA HATCHED AND LABELED AS "N.I.C." IS FOR

CONSTRUCTION BY OTHERS. CONTRACTOR TO

COORDINATE WITH THE CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE FOR UPSTREAM LIMIT OF

CONSTRUCTION ACTIVITY.

SIDE CHANNEL

LWS (TYP.)

FLOODPLAIN

LWS (TYP.)

M

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B

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B Y:

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D B

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D B

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SI

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AN

SI

D

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SU

E D

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SO

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N N

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C O

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N O

D

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C R

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SOLICITATION

APN: 1

-12 0-0

APN: 1

-11 0-0

APN: 1

-11 0-0

APN: 1

-12 0-0

APN: 1

-11 0-0

APN: 1

-11 0-0

TEMPORARY

CONSTRUCTION

EASEMENT (TYP.)

BRUSH

PILE (TYP.)

AREA 13B - CROSS-SECTION STA. 4+50

-0+50 0+00 0+50

AREA 13B - CROSS-SECTION STA. 4+00

-0+50 0+00 0+50

AREA 13B - CROSS-SECTION STA. 3+50

-0+52 0+00 0+52

AREA 13B - CROSS-SECTION STA. 3+00

-0+58 0+00 0+57

AREA 13B - CROSS-SECTION STA. 2+50

-0+57 0+00 0+57

AREA 13B - CROSS-SECTION STA. 2+00

-0+55 0+00 0+55

AREA 13B - CROSS-SECTION STA. 1+50

-0+50 0+00 0+50

AREA 13B - CROSS-SECTION STA. 1+00

-0+50 0+00 0+50

AREA 13B - CROSS-SECTION STA. 0+50

-0+50 0+00 0+50

SCALE IN FEET

OLW

OLW OLW

OLW

OLW

OLW

OLW

OLW

OLW

NOTE:

GRADING CROSS

SECTIONS ARE ORIENTED

LOOKING DOWNSTREAM

FROM LEFT TO RIGHT. THE

STATIONING ORIGIN FOR

EACH SECTION IS AT THE

CENTERLINE ALIGNMENT.

REGRADE

EXISTING BERM

EXISTING GRADE (TYP.)

FINISH GRADE (TYP.)

2H:1V SLOPE (TYP.)

±9H:1V SLOPE

±9H:1V SLOPE

±3% SLOPE

±4% SLOPE

±3% SLOPE

±12H:1V SLOPE

2H:1V SLOPE (TYP.)

STA:-0+05.0

ELEV:177.0

STA:-0+02.9

ELEV:175.4

STA:-0+02.0

ELEV:172.8

STA:-0+02.0

ELEV:173.1

STA:-0+03.1

ELEV:175.6

STA:-0+05.0

ELEV:177.2

STA:-0+02.0

ELEV:172.6

STA:0+04.1

ELEV:173.6

STA:0+02.0

ELEV:172.6

STA:-0+00.0

ELEV:173.7

STA:-0+04.5

ELEV:173.8

STA:-0+21.0

ELEV:180.9

STA:0+22.1

ELEV:180.7

STA:-0+00.0

ELEV:176.9

STA:0+05.0

ELEV:177.0

STA:0+11.9

ELEV:180.5STA:-0+13.9

ELEV:181.5

STA:0+02.9

ELEV:175.4

STA:-0+00.0

ELEV:175.4

STA:0+02.0

ELEV:172.8

STA:-0+02.0

ELEV:172.6

STA:0+02.0

ELEV:172.6

STA:-0+00.0

ELEV:177.2

STA:0+05.0

ELEV:177.2

STA:0+00.0

ELEV:175.6

STA:0+03.1

ELEV:175.6

STA:0+02.0

ELEV:173.1

STA:0+21.3

ELEV:182.8STA:-0+19.9

ELEV:182.0

STA:0+17.8

ELEV:183.0

STA:-0+15.8

ELEV:182.0

STA:0+16.8

ELEV:183.1

STA:0+46.1

ELEV:184.0STA:-0+14.7

ELEV:182.1

STA:-0+19.6

ELEV:181.4

STA:0+23.1

ELEV:183.1

STA:0+56.4

ELEV:184.0

STA:0+53.5

ELEV:184.0STA:0+22.0

ELEV:182.6STA:-0+17.5

ELEV:180.3

STA:0+44.2

ELEV:184.0

STA:0+12.7

ELEV:180.4

STA:-0+12.6

ELEV:180.3

STA:0+19.3

ELEV:181.4

STA:0+50.3

ELEV:184.0STA:-0+15.9

ELEV:179.7

STA:0+38.0

ELEV:183.5

STA:0+25.8

ELEV:182.0

STA:0+23.5

ELEV:183.6

700 CFS

700 CFS

700 CFS

700 CFS

700 CFS700 CFS

700 CFS700 CFS

700 CFS

700 CFS

700 CFS

1" = 10'

1"

0'

Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_Sections.dwg 08 Apr 2022 - 10:11am

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SOLICITATION

AREA 13B - CROSS-SECTION STA. 6+80

-0+40 0+00 0+40

AREA 13B - CROSS-SECTION STA. 6+50

-0+40 0+00 0+40

AREA 13B - CROSS-SECTION STA. 6+00

-0+40 0+00 0+40

AREA 13B - CROSS-SECTION STA. 5+50

-0+40 0+00 0+40

AREA 13B - CROSS-SECTION STA. 5+00

-0+40 0+00 0+40

OLW

OLW

OLW

OLW

OLW

SCALE IN FEET

EXISTING GRADE (TYP.)

FINISH GRADE (TYP.)

NOTE:

GRADING CROSS

SECTIONS ARE ORIENTED

LOOKING DOWNSTREAM

FROM LEFT TO RIGHT. THE

STATIONING ORIGIN FOR

EACH SECTION IS AT THE

CENTERLINE ALIGNMENT.

2H:1V SLOPE (TYP.)2H:1V SLOPE (TYP.)

STA:-0+02.0

ELEV:172.8

STA:-0+02.0

ELEV:172.8

STA:-0+02.0

ELEV:172.8

STA:0+02.0

ELEV:172.8

STA:0+02.0

ELEV:172.8

STA:0+02.0

ELEV:172.8

STA:0+22.7

ELEV:183.2

STA:-0+24.7

ELEV:184.2

STA:-0+23.2

ELEV:183.4

STA:0+20.2

ELEV:181.9

STA:0+20.8

ELEV:182.2STA:-0+20.3

ELEV:182.0

700 CFS

700 CFS

700 CFS

700 CFS

700 CFS

OLW

1" = 10'

1"

0'

STA:-0+21.6

ELEV:182.8

STA:0+12.4

ELEV:180.2

STA:-0+02.0

ELEV:173.0

STA:0+19.9

ELEV:182.0

STA:0+02.0

ELEV:173.0

STA:0+05.8

ELEV:177.5

STA:-0+16.0

ELEV:182.0

STA:-0+05.8

ELEV:177.6

Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_Sections.dwg 08 Apr 2022 - 10:11am

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M

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1+001+58

0+00

1+00

2+00

3+00

4+00

5+00

6+00

6+45

635+00

0+251+002+003+004+005+006+006+15

EXISTING GRADE (TYP.)FINISH GRADE (TYP.)

SLOPE = 0.7%

RIFFLE (TYP.)

110 CFS

700 CFS

STA:6+09

ELEV:173.90

STA:5+70

ELEV:173.61

STA:5+58

ELEV:171.00

STA:3+97

ELEV:171.42

STA:3+52

ELEV:171.08

STA:3+22

ELEV:168.03

STA:0+25

ELEV:170.00

SCALE IN FEET

1"

1" = 30'

DRY

CREEK

DRY CREEK

0+001+001+58

EXISTING GRADE (TYP.)FINISH GRADE (TYP.)

110 CFS

700 CFS

SLOPE = 0.7%

RIFFLE (TYP.)

STA:0+92

ELEV:175.85 STA:0+18

ELEV:175.51

STA:0+06

ELEV:171.22

STA:0+00

ELEV:171.17DRY CREEK

DETAIL GRADING OF EXISTING

BERM AS APPROVED BY THE

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE

DRY CREEK

ALIGNMENT (TYP.)

CONSTRUCTION MAINTENANCE

AND MONITORING EASEMENT (TYP.)

EDGE OF WATER,

2014 (APPROX.)

EXISTING RIFFLE

BLEND TO EXISTING

GRADE ALONG LIMIT OF

FINISH GRADING (TYP.)

STA:1+00

ST

A:

1+

50ST

A:

2+

ST

A:

2+

ST

A:

3+

ST

A:

3+

ST

A:

4+

ST

A:

4+

ST

A:

5+

ST

A:

5+

50STA:5+90

SECONDARY

CONNECTION

CHANNEL

SIDE CHANNEL

RIFFLE (TYP.)

AREA 13A GRADING

CROSS-SECTIONS,

SEE SHEET 15

Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_Plan-Profile.dwg 08 Apr 2022 - 10:12am

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SCALE IN FEET

0 6030

DRY CREEK

OFF-CHANNEL AREA 13A CHANNEL PROFILE

W. DRY CREEK RD

STA:1+00

STA:0+50

TREE CLEARING SCHEDULE

SIZE CLASS NUMBER TO BE REMOVED

< 12-IN DBH 31

12-IN TO 24-IN DBH 42

> 24-IN DBH 0

TREES TO BE CLEARED ARE ESTIMATED BASED ON

SURVEY DATA AND THE LIMITS OF DISTURBANCE

SHOWN. ACTUAL NUMBER OF TREES CLEARED MAY

VARY AS APPROVED BY THE CONTRACTING OFFICER

OR DELEGATED REPRESENTATIVE.1

M

AR

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SHEET ID

G

2 3 4 5 6 7 8 9 10

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US Army Corps of Engineers

U .S

. A R

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C O

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N N

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SOLICITATION

NOTES:

1. CONFORM GRADING TO PRESERVE EXISTING

TREES AND ROOTS. INTEGRATE LWS WITH EXISTING

MATURE TREES AS APPROVED BY THE CONTRACTING

OFFICER OR DELEGATED REPRESENTATIVE.

2. SEE SPECIFICATIONS FOR FINE GRADING AND

DECOMPACTION REQUIREMENTS.

APN: 1

-11 0-0

APN: 139-140-033

APN: 1

-14 0-0

APN: 139-120-002

APN: 1

-11 0-0

OFF-CHANNEL AREA 13A SECONDARY CONNECTION CHANNEL PROFILE

TEMPORARY CONSTRUCTION

1+58

0+00

1+00

2+003+00 4+00

5+00

6+00 6+45

635+00

640+00

DRY CREEK

ALIGNMENT (TYP.)

CONSTRUCTION

MAINTENANCE

AND MONITORING

EASEMENT (TYP.)

EDGE OF WATER,

2014 (APPROX.)

PACK SLASH

BENEATH LWS

IN CHANNEL

BOTTOM (TYP.)

LIMIT OF FINISH

GRADING (TYP.)

SECONDARY

CONNECTION

CHANNEL LOW BANK

POOL LWS

(TYP.)

(E) RIFFLE

(TYP.)

SIDE CHANNEL

LWS, (TYP).

HABITAT

LWS (TYP.)

APEX

LWS

(TYP.)

BANK TREATMENT

TYPE 1 (TYP.)

PARCEL BOUNDARY (TYP.)

INTEGRATE LWS WITH EXISTING

MATURE TREES AS APPROVED BY

THE CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE AT

THIS LOCATION

SIDE

CHANNEL

RIFFLE

Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_Plan-Profile.dwg 08 Apr 2022 - 10:12am

R

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XX

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SCALE IN FEET

0 6030

DRY CREEK

DRY CREEK

M

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SOLICITATION

NOTES:

1. MATERIAL LAYOUTS DEPICTED ARE SCHEMATIC ONLY.

AFTER INITIAL STAKING, THE CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE RESERVES THE RIGHT TO

ADJUST LOCATIONS OF MATERIALS AND FEATURES TO

OPTIMIZE HABITAT.

2. AFTER INITIAL STAKING, THE CONTRACTING OFFICER

OR DELEGATED REPRESENTATIVE RESERVES THE RIGHT

TO ADJUST THE GRADING LIMITS LOCALLY TO PRESERVE

MATURE TREES AND BLEND TO ADJACENT GROUND.

3. INSTALL LIVE STAKES ALONG CONSTRUCTED BANKS,

SEE SPECIFICATION 32.93.00 FOR MORE DETAIL.

APN: 139-110-057

APN: 139-140-033

APN: 139-140-032

APN: 139-120-002

APN: 139-110-036

APN: 139-110-036

TEMPORARY

CONSTRUCTION

EASEMENT (TYP.)

BRUSH

PILE (TYP.)

AREA 13A HIGH-FLOW INLET - CROSS-SECTION STA. 1+00

-0+25 0+00 0+25

AREA 13A HIGH-FLOW INLET - CROSS-SECTION STA. 0+50

-0+20 0+00 0+30

AREA 13A - CROSS-SECTION STA. 5+90

-0+50 0+00 0+50

AREA 13A - CROSS-SECTION STA. 5+50

-0+50 0+00 0+50

AREA 13A - CROSS-SECTION STA. 5+00

-0+50 0+00 0+50

AREA 13A - CROSS-SECTION STA. 4+50

-0+50 0+00 0+50

AREA 13A - CROSS-SECTION STA. 4+00

-0+50 0+00 0+50

AREA 13A - CROSS-SECTION STA. 3+50

-0+50 0+00 0+50

AREA 13A - CROSS-SECTION STA. 3+00

-0+50 0+00 0+50

AREA 13A - CROSS-SECTION STA. 2+50

-0+50 0+00 0+50

AREA 13A - CROSS-SECTION STA. 2+00

-0+50 0+00 0+50

AREA 13A - CROSS-SECTION STA. 1+50

-0+50 0+00 0+50

AREA 13A - CROSS-SECTION STA. 1+00

-0+50 0+00 0+50

SCALE IN FEET

OLW

OLW

OLW

OLW

OLW

OLW

OLW

OLW

OLW

OLW

OLW

OLW

OLW

OLW

OLW

OLW

OLW

EXISTING GRADE

(TYP.) FINISH GRADE

(TYP.)

SECONDARY

CONNECTION

CHANNEL

NOTE:

GRADING CROSS

SECTIONS ARE ORIENTED

LOOKING DOWNSTREAM

FROM LEFT TO RIGHT. THE

STATIONING ORIGIN FOR

EACH SECTION IS AT THE

CENTERLINE ALIGNMENT.

2H:1V SLOPE (TYP.)2H:1V SLOPE (TYP.)

STA:0+04.0

ELEV:169.3

STA:0+02.5

ELEV:168.5

STA:-0+03.2

ELEV:173.8

STA:-0+02.5

ELEV:168.5

STA:-0+04.0

ELEV:169.4

STA:0+02.5

ELEV:171.4

STA:-0+00.0

ELEV:173.8

STA:0+03.2

ELEV:173.7

STA:-0+02.5

ELEV:175.7

STA:-0+03.4

ELEV:175.8

STA:0+02.5

ELEV:175.7

STA:0+03.5

ELEV:175.8

STA:0+34.4

ELEV:175.7

STA:0+26.7

ELEV:175.6

STA:-0+14.0

ELEV:179.7 STA:0+07.0

ELEV:177.1

STA:-0+08.5

ELEV:178.6

STA:0+09.3

ELEV:179.1

STA:-0+15.3

ELEV:178.5

STA:0+13.2

ELEV:177.5

STA:0+16.8

ELEV:178.6

STA:0+42.2

ELEV:178.5

STA:0+27.1

ELEV:176.3STA:-0+21.2

ELEV:174.6

STA:0+23.5

ELEV:179.0

STA:0+24.3

ELEV:178.9

STA:0+18.9

ELEV:179.3

STA:-0+16.6

ELEV:176.7

STA:-0+17.0

ELEV:177.0

STA:-0+18.8

ELEV:178.1

STA:-0+21.1

ELEV:178.4

STA:-0+19.6

ELEV:179.8

STA:-0+20.7

ELEV:180.3

STA:-0+20.9

ELEV:180.0

STA:-0+18.8

ELEV:179.2

STA:-0+18.5

ELEV:179.8

STA:-0+01.0

ELEV:170.5

STA:-0+01.0

ELEV:170.0

STA:-0+01.8

ELEV:170.6

700 CFS

700 CFS

700 CFS

700 CFS 700 CFS

700 CFS

700 CFS

700 CFS

700 CFS

700 CFS700 CFS

700 CFS

700 CFS700 CFS 700 CFS

OLW

700 CFS 700 CFS

700 CFS 700 CFS

1" = 10'

1"

0'

STA:0+00.0

ELEV:168.0

STA:0+02.5

ELEV:168.0

STA:-0+00.0

ELEV:168.0

STA:0+02.0

ELEV:168.0

STA:0+22.2

ELEV:178.0

STA:-0+00.2

ELEV:168.0

STA:0+01.0

ELEV:168.0

STA:0+22.6

ELEV:178.8

STA:-0+02.1

ELEV:171.0

STA:0+02.5

ELEV:171.0

STA:-0+01.7

ELEV:171.4

STA:0+19.5

ELEV:179.5

STA:0+01.8

ELEV:170.6

STA:0+01.0

ELEV:170.0

STA:0+25.2

ELEV:182.1

STA:0+01.0

ELEV:170.5

STA:0+19.1

ELEV:179.6

Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_Sections.dwg 08 Apr 2022 - 10:13am

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OLW OLW

OLW

OLWOLW

OLWOLW

OLW

STA. 632+7614

1 TYPICAL SECTION

8 STA. 635+9414

2 TYPICAL SECTION

8 STA. 637+9414

3 TYPICAL SECTION

7 STA. 644+6910

4 TYPICAL SECTION

7 STA. 650+8410

5 TYPICAL SECTION

BOULDER FIELD

EXISTING GRADE

EXISTING

GRADE

APEX

LWS

APEX

LWS

BACKWATER LWS

APEX

LWS

LOW BANK POOL LWS

HABITAT LWS

HABITAT LWS

HABITAT LWS

EXISTING GRADE

EXISTING

GRADE

EXISTING GRADE

700 CFS

700 CFS

700 CFS

700 CFS

700 CFS

700 CFS

Z:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_Sections.dwg 08 Apr 2022 - 10:13am

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W

505+0051 0+

515+00

520+00

5+

530+00

535+00

540+00

545+00

550+00

DRY CREEK

ALIGNMENT (TYP.)

PARCEL

BOUNDARY (TYP.)

EDGE OF WATER,

2017 (MODELED 110cfs)

SCALE IN FEET

0 240120

WELL NOT TO

BE DISTURBED

WELL NOT TO

BE DISTURBED

W. DRY CREEK ROAD

DRY CREEK

DRY CREEK

WELL NOT

TO BE

DISTURBED

M

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SOLICITATIONZ:\ClientFiles\C-D\Dry Creek SCWA\Dry Creek SCWA Phase IV_160201\Drawings\IFI_DC_Ph4_SitePlans.dwg 08 Apr 2022 - 10:13am

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APN: 090-240-014

APN: 090-240-041

APN: 139-170-041

APN: 139-160-050

APN: 090-240-026

APN: 090-240-024

APN: 090-240-016

APN: 139-160-051

APN: 139-160-033

APN: 139-160-055

APN: 139-160-056

APN: 139-160-046

APN: 139-170-042

CONSTRUCTION

MAINTENANCE AND

MONITORING

EASEMENT (TYP.)

REACH 10 PROJECT AREA

STATION 505+00 TO 549+00

TEMPORARY

W

505+0051 0+

515+00

520+00

5+

530+00

535+00

540+00

545+00

550+00

SCALE IN FEET

0 240120

DRY CREEK

ALIGNMENT (TYP.)

PARCEL

BOUNDARY (TYP.)

EDGE OF WATER,

2017 (MODELED 110cfs)

CONSTRUCTION

MAINTENANCE AND

MONITORING

EASEMENT (TYP.)

OFF CHANNEL

ENHANCEMENT

AREA 10B2

OFF CHANNEL

ENHANCEMENT

AREA 10B1

OFF CHANNEL

ENHANCEMENT

AREA 10A3

OFF CHANNEL

ENHANCEMENT

AREA 10A1

OFF CHANNEL

ENHANCEMENT

AREA 10A2

OFF CHANNEL

ENHANCEMENT

AREA 10A0

DRY CREEK

DRY CREEK

W. DRY CREEK ROAD

M

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TEMPORARY

CONSTRUCTION

EASEMENT (TYP.)

EXISTING WELL NOT

TO BE DISTURBED

EXISTING WELL NOT

TO BE DISTURBED

EXISTING

WELL NOT TO

BE DISTURBED

EXISTING WELL NOT

TO BE DISTURBED

APN: 090-240-014

APN: 090-240-041

APN: 139-170-041

APN: 139-160-050

APN: 090-240-026

APN: 090-240-024

APN: 090-240-016

APN: 139-160-051

APN: 139-160-033

APN: 139-160-055

APN: 139-160-056

APN: 139-160-046

APN: 139-170-042

OPTIONAL BID ITEM 1

REACH 10 PROJECT AREA

STATION 505+00 TO 549+00

SEE SHEET 20

SEE SHEET 21

SEE SHEET 22

SEE SHEET 23

SEE SH

EET 23

SEE SHEETS 29-30

SEE SHEETS 25-26

SEE SHEETS 32-33

SEE SHEETS 36-37

SEE SHEETS 39-40

SEE SHEETS 43-44

W

495+00 500+00

505+0051 0+

515+00520+00

5+

530+00

535+00

540+00

545+00

550+00

555+00

560+00

SCALE IN FEET

0 400200

CONSTRUCTION

MAINTENANCE

AND MONITORING

EASEMENT (TYP.)

W. DRY CREEK ROAD

DRY CREEK

ALIGNMENT

(TYP.)

PARCEL

BOUNDARY

(TYP.)

EDGE OF WATER,

2017 (MODELED 110cfs)

DRY CREEK

REACH 10 PROJECT AREA

STATION 505+00 TO 549+00

DRY CREEK ROAD

YO

AKIM

BR

ID

G E R

D

NOTES:

1. FINAL ALIGNMENT OF ACCESS ROUTES THROUGH VEGETATED

CORRIDORS TO BE APPROVED BY THE CONTRACTING OFFICER

OR DELEGATED REPRESENTATIVE AT THE TIME OF

CONSTRUCTION.

2. TYPICAL ACCESS ROUTE WIDTH IS 13 FEET. TYPICAL ACCESS

ROUTE SURFACE TYPE IS NATIVE MATERIAL WITH SOME AREAS

OF GRAVEL. CONTRACTOR SHALL PROTECT ACCESS ROUTES

FROM DEGRADATION DURING CONSTRUCTION. DAMAGES TO

ACCESS ROUTES SHALL BE REPAIRED IN-KIND OR AS OTHERWISE

APPROVED BY THE CONTRACTING OFFICER OR DELEGATED

REPRESENTATIVE.

3. OPTIONAL TEMPORARY CHANNEL CROSSING SHALL BE A BRIDGE

SPANNING OVER THE MAIN CHANNEL OF DRY CREEK WITH

ABUTMENTS PLACED ABOVE THE ORDINARY LOW WATER LEVEL.

NO PIERS SHALL BE ALLOWED WITHIN THE MAIN CHANNEL OF DRY

CREEK BELOW THE ORDINARY LOW WATER LEVEL. BRIDGE WIDTH

SHALL BE NO LESS THAN THE WIDEST CONSTRUCTION

EQUIPMENT THAT CROSSES THE BRIDGE. BRIDGE PLAN SHALL BE

SUBMITTED TO THE CONTRACTING OFFICER OR DELEGATED

REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION.

BRIDGE SHALL MEET ALL APPLICABLE PERMIT REQUIREMENTS.

4. ACCESS ROUTE REINFORCEMENT SHALL BE PLACED AS

DIRECTED BY THE CONTRACTING OFFICER OR DELEGATED

REPRESENTATIVE.

5. ACCESS TO SITES FOR BID ITEMS LABELED AS "OPTIONAL" IS NOT

ALLOWED UNTIL THE OPTION IS EXERCISED.

6. CLEARING AND GRUBBING SHALL BE ACCOMPLISHED PER

SPECIFICATION SECTION 31 11 00 FOR ALL THE CONFIRMED

STAGING AREAS AND ACCESS ROUTES LOCATED WITHIN THE

CONSTRUCTION MAINTENANCE AND MONITORING EASEMENT

AREAS AS WELL AS FOR ALL THE CONFIRMED STAGING AREAS

AND ACCESS ROUTES LOCATED WITHIN THE TEMPORARY

CONSTRUCTION EASEMENT AREAS THAT WILL REQUIRE REMOVAL

OF VINES, VEGETATION, TRELLISES AND IRRIGATION.

STAGING AREA COORDINATES

POINT NORTHING EASTING

SA3.1 2014043.22 6289269.24

SA3.2 2013637.46 6289472.18

SA3.3 2013621.51 6289431.33

SA3.4 2013646.41 6289377.07

SA3.5 2013867.71 6289093.68

SA3.6 2013943.31 6289042.85

SA4.1 2013467.93 6289235.15

SA4.2 2013435.10 6289308.58

SA4.3 2013344.19 6289407.74

SA4.4 2013022.76 6289600.10

SA4.5 2013007.41 6289564.89

SA4.6 2013168.77 6289390.68

SA4.7 2013235.39 6289454.01

SA4.8 2013453.51 6289219.59

SA5.1 2012910.76 6289547.39

SA5.2 2012834.27 6289595.77

SA5.3 2012809.93 6289594.09

SA5.4 2012784.18 6289533.34

SA5.5 2012820.72 6289518.95

PROTECT EXISTING ACCESS ROAD AND

RAMP. DAMAGE SHALL BE REPAIRED OR

ACCESS RAMP SHALL BE REPLACED IN-KIND

AS APPROVED BY THE PROPERTY OWNER.

0.91 ACRE STAGING AREA 2 (SA2):

CONFIRM FINAL EXTENTS WITH

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE AT

TIME OF CONSTRUCTION

OFF CHANNEL

ENHANCEMENT

AREA 10A0, SEE

SHEETS 43-44

SA3.3

SA3.5

SA3.6

SA3.1

SA3.2

SA2.3

SA2.4

SA2.5

SA2.6

SA2.1

SA2.2

SA2.7

STAGING AREA COORDINATES

POINT NORTHING EASTING

SA2.1 2016597.86 6288671.12

SA2.2 2016526.57 6288740.91

SA2.3 2016409.02 6288754.32

SA2.4 2016233.39 6288846.88

SA2.5 2015972.06 6288912.26

SA2.6 2015974.60 6288866.41

SA2.7 2016157.02 6288819.71

SA2.8 2016179.50 6288765.47

SA2.9 2016592.94 6288646.47

1.70 ACRE STAGING AREA 3 (SA3):

CONFIRM FINAL EXTENTS WITH

CONTRACTING OFFICER OR

DELEGATED REPRESENTATIVE

AT TIME OF CONSTRUCTION

TEMPORARY CHANNEL

CROSSING (SEE NOTE 3)

EXISTING AT GRADE CROSSING OF THE

EPHEMERAL CANYON ROAD CREEK SHALL BE

PROTECTED FROM DEGRADATION DURING

CONSTRUCTION. PROTECTION MEASURES

SHALL BE TEMPORARY AND SHALL BE

REMOVED PRIOR TO OCTOBER 15 ANNUALLY.

6489 DRY CREEK ROAD

38.690778, -122.948403

OFF CHANNEL

ENHANCEMENT

AREA 10B2, SEE

SHEETS 25-26

OFF CHANNEL

ENHANCEMENT

AREA 10B1, SEE

SHEETS 29-30

OFF CHANNEL

ENHANCEMENT

AREA 10A3, SEE

SHEETS 32-33

OFF CHANNEL

ENHANCEMENT

AREA 10A1, SEE

SHEETS 39-40

OFF CHANNEL

ENHANCEMENT

AREA 10A2, SEE

SHEETS 36-37

SA2.8

SA2.9

SA3.4

M

AR

K

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

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D

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