B08 - W9123822B0006 - Attachment 01 - Plans - 20220128.pdf

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

SACRAMENTO DISTRICT

W91238-XX-X-XXXX

JANUARY 2022

W91238-22-B-0006

SACRAMENTO COUNTY, CALIFORNIA

AMERICAN RIVER COMMON FEATURES (ARCF)

EROSION - LOWER AMERICAN RIVER

SITE 2-2 & SITE 2-3, CONTRACT 2

PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division

Chief, Design Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division

Chief, Design Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

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LOWER AMERICAN RIVER

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Site 2-3 Location

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SIERRA OAKS

ARDEN TOWNFAIR OAKS BLVD

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SACRAMENTO

STATE UNIVERSITY

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Site 2-2 Location

THIS PROJECT WAS DESIGNED BY NORTHWEST HYDRAULIC CONSULTANTS FOR THE SACRAMENTO DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152.

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BUSINESS

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CALIFORNIA

CAL EXPO BELL ARDEN

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Robert Armstrong

SACRAMENTO REGIONAL COUNTY SANITATION DISTRICT

APPROVED BY:

James J. Handura

Rick Poeppelman, P.E.

Will Hall, P.E.

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GENERAL NOTES

1. THE STONE PROTECTION DESIGN SHALL BE CONSTRUCTED BASED ON ELEVATIONS AND OFFSETS

MEASURED FROM A SPECIFIED CONSTRUCTION LINE.

2. CONSTRUCTION OFFSETS ARE MEASURED PERPENDICULAR TO THE CONSTRUCTION LINE

SEGMENT UNLESS OTHERWISE NOTED.

3. OFFSETS SHOWN ON CROSS SECTIONS ARE FOR THE STATION AND ALIGNMENTS SHOWN AND

ARE SUBJECT TO REVISIONS TO CONFORM TO CHANGED SITE CONDITIONS.

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF THE LEVEE SYSTEM

DURING ALL CONSTRUCTION ACTIVITIES. ANY CONCERNS SHOULD BE COMMUNICATED DIRECTLY

TO THE LEVEE SAFETY OFFICER AT THE USACE (SEE POINTS OF CONTACT).

5. AERIAL IMAGERY WAS TAKEN BY THE USDA'S FARM SERVICE AGENCY (FSA), NATIONAL

AGRICULTURE IMAGERY PROGRAM (NAIP) ON JUNE 17, 2020.

SURVEY NOTES

1. GRID COORDINATES REFER TO THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE 2, NAD83

(2007.00) US SURVEY FEET.

2. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), FEET.

3. TOPOGRAPHY AND BATHYMETRY WAS DEVELOPED FROM TOPOBATHYMETRIC LIDAR ON OCTOBER

22-23, 2017 WHEN FLOWS WERE AT APPROXIMATELY 2,000 CUBIC FEET PER SECOND.

4. SINGLE BEAM BATHYMETRIC SURVEY COMPLETED IN DECEMBER 2017 THROUGH FEBRUARY 2018 SUPPLEMENTS THE TOPOBATHYMETRIC LIDAR SURVEY WHERE DEPTHS EXCEEDED 12 FEET DURING

THE TOPOBATHYMETRIC SURVEY.

5. JULY 2019 FIELD SURVEY IDENTIFIED INFRASTRUCTURE COMPONENTS IDENTIFIED IN THE PLANS.

6. FINISHED GRADING LINES AND CONTOURS ON SITE PLAN AND PROFILE SHEETS ARE SHOWN AS DARKER BLACK LINES. EXISTING GROUND CONTOURS ARE SHOWN AS LIGHTER GRAY LINES AT 2-FOOT CONTOUR

INTERVALS WITH ELEVATIONS LABELED AT 10-FOOT INTERVALS.

7. CONTROL POINTS FOR THE SITE ARE SHOWN ON THE INDEX SHEET ALONG WITH CONTROL COORDINATE

TABULATIONS, ELEVATIONS, AND DESCRIPTIONS.

8. TEMPORARY CONSTRUCTION REFERENCE LINES, TO BE SET BY THE CONTRACTOR, ARE SHOWN ON THE

PLAN AND TOPOGRAPHY SHEETS.

MONTHLY AVERAGE RIVER STAGE (FEET) FOR THE LOWER AMERICAN RIVER AT THE H STREET BRIDGE

***FOR INFORMATIONAL PURPOSES ONLY***

MONTH 95% EXCEEDANCE 75% EXCEEDANCE 50% EXCEEDANCE 25% EXCEEDANCE 5% EXCEEDANCE

JANUARY 15.9 16.5 17.1 18.5 28.9

FEBRUARY 16.1 16.7 17.3 22.5 29.7

MARCH 15.9 16.5 17.8 22 26.3

APRIL 15.8 16.8 17.9 19 26.4

MAY 16.2 17 18.1 19 22.4

JUNE 17 17.4 17.8 18.7 21.1

JULY 17 17.4 17.9 18.2 18.7

AUGUST 16.7 17 17.3 17.7 18.3

SEPTEMBER 16.1 16.7 16.9 17.4 18.3

OCTOBER 15.7 16.5 16.8 17.3 17.9

NOVEMBER 15.8 16.5 17 17.3 17.9

DECEMBER 16.1 16.6 17.2 17.7 25.3

LOWER AMERICAN RIVER STAGE DATA

1. THE STAGE (WATER SURFACE ELEVATION) DATA TABLE (SHOWN ON THIS SHEET) IS PROVIDED FOR

INFORMATION ONLY.

2. THE STAGE DATA TABLE PROVIDES MONTHLY EXCEEDANCE STATISTICS FOR STAGE AT THE H STREET BRIDGE. THE EXCEEDANCE DATA IS FROM HOURLY STAGE ELEVATIONS AT THE H STREET

BRIDGE BETWEEN JULY 1995 AND JULY 2020 AT THE STATE OF CALIFORNIA GAGE STATION.

3. WATER SURFACE ELEVATIONS VARY THROUGH THE SITES. STAGE DATA SHOWN ON THIS SHEET WERE DERIVED FROM USGS GAGE NO. 11446500 LOCATED ON THE LEFT BANK OF THE LAR AT THE H STREET BRIDGE NEAR THE MIDPOINT OF SITE 2-3 AND ABOUT 6,000 FEET DOWNSTREAM OF SITE

2-2. WATER LEVELS UPSTREAM AT SITE 2-2 ARE TYPICALLY 0.2 TO 0.5 FEET HIGHER THAN

OBSERVED VALUES AT THE H STREET GAGE. WATER LEVELS AT THE DOWNSTREAM EXTENT OF

SITE 2-3 ARE TYPICALLY 1.0 TO 1.5 FEET LOWER THAN OBSERVED VALUES AT THE H STREET GAGE.

BACKWATER CONDITIONS FROM HIGH SACRAMENTO RIVER WATER LEVELS MAY REDUCE THIS

DIFFERENCE.

4. THE LOWER AMERICAN RIVER EXPERIENCES WIDE VARIATIONS IN FLOW AND RIVER STAGE THAT

SHOULD BE EXPECTED DURING THE PROJECT CONSTRUCTION PERIOD. THE CONTRACTOR SHOULD

CONSULT RIVER FLOW AND STAGE INFORMATION DURING THE BIDDING, PLANNING, AND

EXECUTION OF THE WORK.

5. THE STAGE AT H STREET CAN BE AFFECTED BY HIGH FLOW CONDITIONS IN THE SACRAMENTO

RIVER AS WELL AS FLOW ON THE AMERICAN RIVER.

6. THE FOLLOWING LINK CAN BE USED TO ACCESS CURRENT FLOW AND STAGE DATA FOR THE

LOWER AMERICAN RIVER AT USGS GAGE NO. 11446500 (AMERICAN RIVER AT FAIR OAKS, CA):

HTTPS://WATERDATA.USGS.GOV/USA/NWIS/UV?SITE_NO=11446500

7. THE FOLLOWING LINK CAN BE USED TO ACCESS UP TO 5 DAYS OF FORECASTED STAGE DATA FOR

THE LOWER AMERICAN RIVER AT THE H STREET BRIDGE FROM THE CALIFORNIA NEVADA RIVER

FORECAST CENTER (SAMC1): HTTPS://WWW.CNRFC.NOAA.GOV/GRAPHICALRVF.PHP?ID=SAMC1

8. CONTRACTOR OPERATIONS DURING THE CONSTRUCTION PERIOD MAY BE IMPACTED BY EXTREME

HIGH OR LOW RIVER LEVELS DUE TO FLOODING, DROUGHT, AND/OR OPERATION OF UPSTREAM

DAM RELEASES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR LOWER AMERICAN RIVER FLOW CONDITIONS ON A DAILY BASIS AND TO IMPLEMENT PROCEDURES TO PROTECT THE WORK, EQUIPMENT, AND MATERIALS.

9. THE DATA TABLE PROVIDED ON THIS SHEET AND THE REFERENCED WEBSITES ARE SOLELY FOR

THE INFORMATION OF THE CONTRACTOR IN TIMING CONSTRUCTION OPERATIONS TO PREPARE

FOR FLOOD EVENTS AND IN MAKING PROVISIONS FOR PROTECTING THE WORK. USACE DOES NOT

GUARANTEE THE RELIABILITY OR ACCURACY OF ANY OF THE DATA AND ASSUMES NO

RESPONSIBILITY FOR ANY DEDUCTIONS, INTERPRETATIONS, OR CONCLUSIONS WHICH MAY BE

DERIVED FROM THE DATA.

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ABBREVIATIONS

1:1 SLOPE REFERENCE (HORIZONTAL:VERTICAL SLOPE RATIO)

APPROX. APPROXIMATE

BMP BEST MANAGEMENT PROTECTION

CFS CUBIC FEET PER SECOND

CP CONTROL POINT

CVFPB CENTRAL VALLEY FLOOD PROTECTION BOARD

DBH DIAMETER AT BREAST HEIGHT

DIA DIAMETER

E.C. EROSION CONTROL

EL. ELEVATION

E(OH) ELECTRIC POWER LINE OVERHEAD

EX EXISTING

FG FINISH GRADE

FT FEET

GB GRADE BREAK

H HORIZONTAL

IN INCH

IWM INSTREAM WOODY MATERIAL

L LEFT BANK LOOKING DOWNSTREAM

LAR LOWER AMERICAN RIVER

LO LOW POINT

MIN. MINIMUM

NTS NOT TO SCALE

O.C. ON CENTER

PLS PURE LIVE SEED

PVI POINT OF VERTICAL INTERSECTION

PVC POINT OF VERTICAL CURVE

PVT POINT OF VERTICAL CURVE TANGENT

R RIGHT BANK LOOKING DOWNSTREAM

RS REPAIR SITE

R/W RIGHT OF WAY

RM RIVER MILE

SF SQUARE FEET

S(FM) SANITARY SEWER FORCE MAIN

SPEC. NO. SPECIFICATION NUMBER

STA. STATION

TYP. TYPICAL

V VERTICAL

VELB VALLEY ELDERBERRY LONGHORN BEETLE

SACRAMENTO REGIONAL COUNTY SANITATION

DISTRICT (REGIONAL SAN) NOTES:

1. ACTIVITIES THAT INVOLVE WORK ON OR AROUND EXISTING REGIONAL SAN OPERATIONS OR

FACILITIES REQUIRES AN APPROVED ACCESS PERMIT (AP) FROM REGIONAL SAN PRIOR TO

COMMENCEMENT OF WORK. INTERRUPTION OF AN EXISTING SYSTEM, OPERATION, OR PROCESS

REQUIRES A SHUTDOWN PLAN TO BE INCLUDED WITH THE ACCESS PERMIT. IN ADDITION TO THE

SHUTDOWN PLAN, ANY ACTIVITY THAT REQUIRES SPECIAL SAFETY PRECAUTIONS TO BE TAKEN

WILL REQUIRE A SAFETY WORK PLAN TO BE INCLUDED WITH THE ACCESS PERMIT. AN APPROVED

TRAFFIC PLAN MAY ALSO BE REQUIRED. CONTRACTOR IS TO CONTACT REGIONAL SAN

OPERATIONS STAFF AT (916) 875-9000 FOR REGIONAL SAN ACCESS PERMITS REQUIREMENTS.

2. PROTECT REGIONAL SAN PIPELINES, VAULTS, MANHOLES, CONCRETE PADS, TEST STATIONS, VALVES, VAULTS, POWER DROP RECTIFIERS, AND OTHER APPURTENANCES AND FACILITIES AT ALL TIMES. ANY DAMAGE TO REGIONAL SAN PIPELINES OR FACILITIES CAUSED BY THE CONTRACTOR

OR ASSOCIATED CONTRACTORS SHALL BE REPLACED OR REPAIRED TO THEIR ORIGINAL

CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.

3. CONTRACTOR SHALL NOT BE PERMITTED TO PLACE ANY CONSTRUCTION SPOILS, STOCKPILES, BACKFILL OR OTHER MATERIALS WITHIN THE REGIONAL SAN EASEMENT AREA OR OVER REGIONAL

SAN PIPELINES OR FACILITIES.

4. CONTRACTOR SHALL NOT BE PERMITTED TO STAGE EQUIPMENT WITHIN THE REGIONAL SAN

EASEMENT AREA OR ON TOP OF EXISTING REGIONAL SAN PIPELINES OR FACILITIES.

5. REGIONAL SAN REQUIRES CONTINUED ACCESS TO ITS PIPELINES, FACILITIES AND EASEMENTS FOR

MAINTENANCE AND EMERGENCY PURPOSES AT ALL TIMES. DURING CONSTRUCTION, THE

CONTRACTOR SHALL PROVIDE REGIONAL SAN PERSONNEL WITH UNRESTRICTED ACCESS TO ITS

EXISTING PIPELINES, FACILITIES AND EASEMENTS.

6. ANY PROPOSED CHANGES THAT INVOLVES CONNECTION TO THE REGIONAL SAN INTERCEPTOR

SYSTEM AND DEVIATES FROM REGIONAL SAN DESIGN CRITERIA AND THE APPROVED

IMPROVEMENT DRAWINGS SHALL BE SUBMITTED TO REGIONAL SAN FOR REVIEW AND APPROVAL.

7. ANY LOCATIONS WHERE THE EXISTING FORCE MAIN PIPELINES ARE FOUND TO HAVE LESS THAN 4.3

FEET OF COVER SHOULD BE REVIEWED BY THE CONTRACTING OFFICER AND REGIONAL SAN.

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POINTS OF CONTACT

CONTACT INFORMATION IS PROVIDED BELOW FOR THE CONVENIENCE OF THE CONTRACTOR WHEN DIRECT CONTACT MAY BE REQUIRED. THE PRIMARY POINT OF CONTACT IS THE CONTRACTING OFFICER AND THE DESIGNATED CONTRACTING OFFICER'S REPRESENTATIVE. ONLY THE CONTRACTING OFFICER HAS THE AUTHORITY TO ALTER OR INTERPRET THIS CONTRACT.

1. U.S. ARMY CORPS OF ENGINEERS (USACE). OPERATION ON OR NEAR FLOOD PROTECTION LEVEES. ERIK JAMES, LEVEE

SAFETY OFFICER. 916-557-5259 ERIK.W.JAMES@USACE.ARMY.MIL.

2. SACRAMENTO REGIONAL COUNTY SANITATION DISTRICT (SRCSD). SEWER PIPE REMOVAL AND TRUCK TRAFFIC OVER

FORCE MAIN PIPELINES. ROBERT ARMSTRONG. 916-876-6104 ARMSTRONGRO@SACSEWER.COM.

3. CITY OF SACRAMENTO. MAJOR ENCROACHMENT PERMIT AT H STREET BRIDGE AND OWNER OF SUMP 95 AT CONCRETE

CHANNEL. CONTACT WILL BE PROVIDED DURING PROCESSING OF PERMIT APPLICATION.

SCHEDULE OF DRAWINGS

DISCIPLINE SHEET REF SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SCHEDULE OF DRAWINGS, LAR FLOW DATA, NOTES, & ABBREVIATIONS

G-003 INDEX SHEET, CONTROL POINTS, & ALIGNMENTS - SITE 2-3

G-004 INDEX SHEET, CONTROL POINTS, & ALIGNMENTS - SITE 2-3

G-005 INDEX SHEET, CONTROL POINTS, & ALIGNMENTS - SITE 2-2

G-006 ACCESS PLAN SITE 2-3 - YEAR 1

G-007 ACCESS PLAN SITE 2-3 - YEAR 2

G-008 ACCESS PLAN SITE 2-3 - YEAR 2

G-009 ACCESS PLAN SITE 2-2 - YEAR 2

G-010 EXTERNAL HAUL ROUTES

CIVIL

C-101 VEGETATION REMOVAL & DEMOLITION - SITE 2-3 -YEAR 1

C-102 VEGETATION REMOVAL & DEMOLITION - SITE 2-3 - YEAR 1

C-103 VEGETATION REMOVAL & DEMOLITION - SITE 2-3 - YEAR 2

C-104 VEGETATION REMOVAL & DEMOLITION - SITE 2-3 - YEAR 2

C-105 VEGETATION REMOVAL & DEMOLITION - SITE 2-3 - YEAR 2

C-106 VEGETATION REMOVAL & DEMOLITION - SITE 2-3 - YEAR 2

C-107 VEGETATION REMOVAL & DEMOLITION - SITE 2-2 - YEAR 2

C-108 PLAN AND PROFILE - SITE 2-3 - STA 1+00 TO 10+00

C-109 PLAN AND PROFILE - SITE 2-3 - STA 10+00 TO 19+00

C-110 PLAN AND PROFILE - SITE 2-3 - STA 19+00 TO 28+00

C-111 PLAN AND PROFILE - SITE 2-3 - STA 28+00 TO 37+00

C-112 PLAN AND PROFILE - SITE 2-3 - STA 37+00 TO 46+00

C-113 PLAN AND PROFILE - SITE 2-3 - STA 46+00 TO 55+00

C-114 PLAN AND PROFILE - SITE 2-3 - STA 55+00 TO 64+00

C-115 PLAN AND PROFILE - SITE 2-3 - STA 64+00 TO 66+00

C-116 PLAN AND PROFILE - SITE 2-2 - STA 516+00 TO 522+50

C-117 PLAN AND PROFILE - SITE 2-2 - STA 522+50 TO 528+00

C-118 BIKE TRAIL PROFILES - SITE 2-3

C-119 BIKE TRAIL PROFILES - SITE 2-3

C-301 FINISH GRADING TEMPLATE - SITE 2-3

C-302 TYPICAL SECTIONS - SITE 2-2 - UPSTREAM TRANSITION

C-303 TYPICAL SECTIONS - SITE 2-2 - ROCK CUT-OFF TRENCH

C-304 TYPICAL SECTIONS - SITE 2-2 - BRIDGE ABUTMENT TRANSITION

C-305 TYPICAL SECTIONS - SITE 2-2 - ROCK TIE-BACK

C-306 TYPICAL SECTIONS - SITE 2-2 - PLANTING BENCH

C-307 TYPICAL SECTIONS - SITE 2-2 - DOWNSTREAM TREATMENT TRANSITION

C-501 DETAILS - SITE 2-3

C-502 DETAILS - SITE 2-3

C-503 DETAILS - SITE 2-3

C-504 DETAILS - SITE 2-3

C-505 DETAILS - SITE 2-3

C-506 DETAILS - SITE 2-3

C-507 DETAILS - SITE 2-2

C-508 DETAILS - SITE 2-2

C-509 SCHEDULES AND DETAILS - EROSION CONTROL SEEDING AND PLANTING - SITE 2-3

C-510 SECTIONS - EROSION CONTROL SEEDING AND PLANTING - SITE 2-3

C-511 SCHEDULES AND DETAILS - EROSION CONTROL SEEDING AND PLANTING - SITE 2-2

C-512 SECTIONS - EROSION CONTROL SEEDING AND PLANTING - SITE 2-2

C-513 DETAILS - TEMPORARY EROSION & SEDIMENT CONTROL

C-514 YEAR 1 GRADING TRANSITION - SITE 2-3 - STA 26+20 TO STA 27+43

C-701 EARTHWORK SECTIONS SITE 2-3

C-702 EARTHWORK SECTIONS SITE 2-3

C-703 EARTHWORK SECTIONS SITE 2-3

C-704 EARTHWORK SECTIONS SITE 2-3

C-705 EARTHWORK SECTIONS SITE 2-3

C-706 EARTHWORK SECTIONS SITE 2-3

C-707 SECTIONS SITE 2-2

C-708 SECTIONS SITE 2-2

C-709 SECTIONS SITE 2-2

C-710 SECTIONS SITE 2-2

C-711 SECTIONS SITE 2-2

C-712 SECTIONS SITE 2-2

C-713 SECTIONS SITE 2-2

C-714 SECTIONS SITE 2-2

C-901 DEMOLITION SITE PHOTOGRAPHS SITE 2-3

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GRAVEL ROAD (STA 30) ALIGNMENT TABLE

STATION NORTHING EASTING DISTANCE COURSE RADIUS CHORD DELTA

1+00.00 1969548.293 6727076.354 73.77 N 18° 26' 05.8160" W

1+73.77 1969478.312 6727099.681

89.1 N 15° 52' 56.8493" W 1000 89.07 05° 06' 17.9333"

2+62.87 1969392.643 6727124.056

5+00.00 1969161.894 6727178.73 237.14 N 13° 19' 47.8827" W

SITE 2-3 ALIGNMENT TABLE

STATION NORTHING EASTING DISTANCE COURSE RADIUS CHORD DELTA

67+00.00 1966508.336 6728570.679 168.3

65+31.70 1966537.380 6728404.907 214.71 N 64° 41' 05.1905" W

400.0 212.15 30° 45' 19.6932"

63+16.99 1966628.093 6728213.135 429.57 N 49° 18' 25.3439" W

58+87.42 1966908.177 6727887.425 430.17

N 40° 30' 16.6414" W 1400.0 428.48 17° 36' 17.4050"

54+57.25 1967233.972 6727609.125 374.06 N 31° 42' 07.9388" W

50+83.19 1967552.215 6727412.557 265.29

N 25° 22' 08.1151" W 1200.0 264.75 12° 39' 59.6475"

48+17.90 1967791.432 6727299.127 709.24 N 19° 02' 08.2914" W

41+08.67 1968461.884 6727067.806 168.01

N 14° 13' 21.3178" W 1000.0 167.81 09° 37' 33.9470"

39+40.66 1968624.550 6727026.577 901.11 N 09° 24' 34.3443" W

30+39.56 1969513.530 6726879.255 316.61

N 00° 20' 21.3551" W 1000.0 315.29 18° 08' 25.9785"

27+22.94 1969828.816 6726877.388 2076.6 N 08° 43' 51.6342" E

6+46.34 1971881.355 6727192.608 184.77

N 04° 30' 06.6477" W 400.0 183.13 26° 27' 56.5638"

4+61.58 1972063.917 6727178.234 361.57 N 17° 44' 04.9296" W

1+00.00 1972408.310 6727068.090

BIKE TRAIL (STA24) ALIGNMENT TABLE

STATION NORTHING EASTING DISTANCE COURSE RADIUS CHORD DELTA

1+00.00 1970162.903 6727130.739 323.78 N 12° 44' 47.5752" W

4+23.78 1969847.108 6727059.301

28.2 N 11° 56' 19.7501" W 1000 28.19 01° 36' 55.6503"

4+51.97 1969819.524 6727053.469

6+00.00 1969674.279 6727024.891 148.03 N 11° 07' 51.9249" W

BIKE TRAIL (STA31) ALIGNMENT TABLE

STATION NORTHING EASTING DISTANCE COURSE RADIUS CHORD DELTA

1+00.00 1969455 6727002 41.09

1+41.09 1969417 6726986

153.71 N 05° 11' 40.0871" E 250 151.3 35° 13' 40.9100"

2+94.80 1969267 6726972 1057.3 N 12° 25' 10.3680" W

13+52.13 1968234 6727200

14+58.33 1968132 6727229 539.9 N 20° 01' 32.8033" W

19+98.20 1967625 6727414

136.89 N 46° 10' 10.5507" W 150 132.19 52° 17' 15.4948"

21+35.09 1967534 6727510

22+00 1967514 6727572 64.92 N 72° 18' 48.2981" W

C-110

C-109

C-108

C-111

SEE SHEET G-004

SITE 2-3 ALIGNMENT

BIKE TRAIL (STA24) ALIGNMENT

GRAVEL ROAD (STA30) ALIGNMENT

BIKE TRAIL (STA31) ALIGNMENT

CONTROL POINT TABLE

PT# NORTHING EASTING ELEVATION DESCRIPTION

10003 1969687.688 6727022.354 37.8 CP/MAG/NAIL

10004 1969489.225 6727006.299 37.6 CP/MAG/NAIL

10005 1970626.459 6727285.448 39.1 CP/MAG/NAIL

10006 1970786.2 6727295.115 35.9 CP/MAG/NAIL

40300 1969377.74 6725882.518 37.5 FD/RAMSET NAIL IN SL BASE/298-B5D

40302 1970217.305 6727896.32 36 FD/RAMSET NAIL IN SL BASE/298-C5C

40311 1969397.324 6727191.421 47.7 FD/CP/MAG NAIL/50068

40316 1969723.331 6727045.18 37.5 FD/CP/NAIL W-PLASTIC WASHER

RM 6.0

RM 6.5

LOWER AMERICAN RIVER MILES

4+00

5+00

6+00

1+00

2+00

3+00

4+00

5+005+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

+0

+0

1+00

2+

3+

4+

5+

6+

7+

27+00

28+00

29+00

30+00

31+00

32+00

33+00

34+00

35+00

36+00

37+00

38+00

39+00

40+00

41+00

42+00

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44+00

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47+00

48+00

49+00

50+00

51+00

52+00

53+00

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SITE 2-3 ALIGNMENT TABLE

STATION NORTHING EASTING DISTANCE COURSE RADIUS CHORD DELTA

67+00.00 1966508.336 6728570.679 168.3

65+31.70 1966537.380 6728404.907 214.71 N 64° 41' 05.1905" W

400.0 212.15 30° 45' 19.6932"

63+16.99 1966628.093 6728213.135 429.57 N 49° 18' 25.3439" W

58+87.42 1966908.177 6727887.425 430.17

N 40° 30' 16.6414" W 1400.0 428.48 17° 36' 17.4050"

54+57.25 1967233.972 6727609.125 374.06 N 31° 42' 07.9388" W

50+83.19 1967552.215 6727412.557 265.29

N 25° 22' 08.1151" W 1200.0 264.75 12° 39' 59.6475"

48+17.90 1967791.432 6727299.127 709.24 N 19° 02' 08.2914" W

41+08.67 1968461.884 6727067.806 168.01

N 14° 13' 21.3178" W 1000.0 167.81 09° 37' 33.9470"

39+40.66 1968624.550 6727026.577 901.11 N 09° 24' 34.3443" W

30+39.56 1969513.530 6726879.255 316.61

N 00° 20' 21.3551" W 1000.0 315.29 18° 08' 25.9785"

27+22.94 1969828.816 6726877.388 2076.6 N 08° 43' 51.6342" E

6+46.34 1971881.355 6727192.608 184.77

N 04° 30' 06.6477" W 400.0 183.13 26° 27' 56.5638"

4+61.58 1972063.917 6727178.234 361.57 N 17° 44' 04.9296" W

1+00.00 1972408.310 6727068.090

BIKE TRAIL (STA31) ALIGNMENT TABLE

STATION NORTHING EASTING DISTANCE COURSE RADIUS CHORD DELTA

1+00.00 1969455 6727002 41.09

1+41.09 1969417 6726986

153.71 N 05° 11' 40.0871" E 250 151.3 35° 13' 40.9100"

2+94.80 1969267 6726972 1057.3 N 12° 25' 10.3680" W

13+52.13 1968234 6727200

14+58.33 1968132 6727229 539.9 N 20° 01' 32.8033" W

19+98.20 1967625 6727414

136.89 N 46° 10' 10.5507" W 150 132.19 52° 17' 15.4948"

21+35.09 1967534 6727510

22+00 1967514 6727572 64.92 N 72° 18' 48.2981" W C-113

C-112

C-111

C-114

SEE SHEET G-003

SITE 2-3 ALIGNMENT

BIKE TRAIL (STA57) ALIGNMENT

BIKE TRAIL (STA30) ALIGNMENT

BIKE TRAIL (STA31) ALIGNMENT

H STREET BRIDGE

C-115

BIKE TRAIL (STA57) ALIGNMENT TABLE

STATION NORTHING EASTING DISTANCE COURSE RADIUS CHORD DELTA

1+00.00 1967083.145 6727805.233 32.2 N 12° 42' 49.2905" W

1+32.20 1967051.731 6727812.321

93.99 N 39° 38' 23.4415" W 100 90.57 53° 51' 08.3020"

2+26.19 1966981.987 6727870.1 217.43 N 66° 33' 57.5926" W

4+43.62 1966895.517 6728069.596

118.67 N 49° 34' 02.6464" W 200 116.94 33° 59' 49.8923"

5+62.30 1966819.676 6728158.606 16.44 N 32° 34' 07.7003" W

5+78.73 1966805.824 6728167.455

85.75 N 57° 08' 07.8156" W 100 83.15 49° 08' 00.2306"

6+64.49 1966760.702 6728237.297 35.51 N 81° 42' 07.9309" W

7+00.00 1966755.577 6728272.434

CONTROL POINT TABLE

PT# NORTHING EASTING ELEVATION DESCRIPTION

10003 1969687.688 6727022.354 37.8 CP/MAG/NAIL

10004 1969489.225 6727006.299 37.6 CP/MAG/NAIL

40311 1969397.324 6727191.421 47.7 FD/CP/MAG NAIL/50068

40316 1969723.331 6727045.18 37.5 FD/CP/NAIL W-PLASTIC WASHER

RM 7.0

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C-116 C-117

SITE 2-2 ALIGNMENT

H O

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SITE 2-2 ALIGNMENT TABLE

STATION NORTHING EASTING DISTANCE COURSE RADIUS CHORD DELTA

531+00.00 1966968.899 6731056.18

S 74° 50' 14.6503" W 10000 252.76 01° 26' 53.6231"

528+47.24 1966902.788 6730812.222 952.58 S 75° 33' 41.4618" W

518+94.66 1966665.272 6729889.732

S 84° 04' 45.8209" W 2000 592.47 17° 02' 08.7183"

513+00.00 1966604.158 6729300.421

CONTROL POINT TABLE

PT# NORTHING EASTING ELEVATION DESCRIPTION

10001 1966622.484 6730648.417 31.4 CP/MAG/NAIL

10002 1966611.766 6730479.982 34.9 CP/MAG/NAIL

40309 1967231.627 6730791.629 38.9 FD/HILTI NAIL IN SL BASE/298-D6C

R M

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1040645G-TP2223.dwg

AMERICAN RIVER

NORTH

NOTES:

1. CLOSE PUBLIC ACCESS TO THE AMERICAN RIVER BIKE

TRAIL AND DETOUR TRAIL TRAFFIC USING THE

EXISTING LEVEE ROAD. INSTALL CHAIN LINK PANEL

FENCING ALONG THE LEVEE ROAD AS SHOWN.

2. FULLY CLOSE THE AMERICAN RIVER BIKE TRAIL AT

LOCATIONS SHOWN WITH ORANGE REFLECTIVE

BARRIERS WHICH FULLY SPAN THE PAVED PATHWAY

AND EXTEND 6 FEET PAST EACH SIDE OF THE TRAIL.

THE BARRIERS SHALL INCLUDE TRAIL CLOSED SIGNS

AND TRUCK CROSSING WARNINGS. SEE

SPECIFICATION SECTION 01 50 00 FOR A COMPLETE

LIST OF CONDITIONS AND REQUIREMENTS FOR

IMPLEMENTING AND MAINTAINING BICYCLE AND

PEDESTRIAN CLOSURES AND DETOURS.

3. LOCATE TRAIL CLOSURE WARNING AND DETOUR

SIGNS ON THE AMERICAN RIVER BIKE TRAIL 200 FT

AND 100 FT UP THE TRAIL FROM THE CLOSURES.

4. THE DETOUR ROUTE SHALL BE KEPT CLEAR OF

DEBRIS AND OBSTRUCTIONS, AND THE INTEGRITY OF

THE PAVEMENT SHALL BE MAINTAINED AS TO NOT

INHIBIT THE SAFE PASSAGE OF PEDESTRIANS AND

BIKE TRAFFIC.

5. TWO FLAGGERS SHALL BE PRESENT FOR TRAFFIC

CONTROL AT EACH INTERSECTION ON THE PARK

PROPERTY IN THE ACCESS ROUTE TO CONTROL

TRAFFIC WHEN EQUIPMENT OR TRUCKS ARE

PRESENT.

6. SUBMIT A TRAFFIC CONTROL PLAN TO THE

CONTRACTING OFFICER PRIOR TO COMMENCEMENT

OF WORK. REFER TO SPECIFICATION SECTION 01 50

00 FOR REQUIREMENTS.

7. INSTALL TEMPORARY CHAIN LINK PANEL FENCING

AROUND THE PROJECT LOCATION MEETING THE

REQUIREMENTS OF SPECIFICATION SECTION 01 50 00.

8. CONSTRUCTION EQUIPMENT MAY ONLY BE PARKED

WITHIN THE PROJECT LIMITS AND STAGING AREAS.

9. VERIFY CLEARANCE UNDER BRIDGES AND MAINTAIN 2'

HEADROOM OVER ALL VEHICLES. EXCAVATION BELOW

THE H STREET BRIDGE MUST BE APPROVED BY

PERMITS FROM THE CITY OF SACRAMENTO AND

SACRAMENTO REGIONAL COUNTY SANITATION

DISTRICT. THE CONTRACTOR SHALL SUBMIT A PLAN

FOR PROTECTION OF THE FORCE MAINS FROM

DAMAGE DUE TO CONSTRUCTION TRAFFIC.

10.STAGING AREAS 1 THROUGH 5 MAY BE USED FOR

STOCKPILING PROVIDED STOCKPILING IS MANAGED

TO MEET THE REQUIREMENTS OF THE

SPECIFICATIONS.

H S

TR

EE

T

BR

ID

G

E

ONE-WAY HAUL ROUTE

12' ROADWAY

STAGING AREA 4

0.7 AC

TRAFFIC CONTROLS REQUIRED

CONSTRUCT TEMPORARY

CHANNEL CROSSING

SEE DETAIL 20 SHEET C-506

STAGING AREA 5

0.4 AC

STAGING AREA 1

0.1 AC

ONE-WAY

HAUL ROUTE

10' ROADWAY

BIKE AND PEDESTRIAN

TRAFFIC TO BE ROUTED ON

TO LEVEE NEAR CAL EXPO

(6727759.1825 E, 1972312.4673 N)

TEMPORARY TRAIL DETOUR

ROUTE FOR BIKE, PEDESTRIAN

AND RECREATIONAL USE

INSTALL CHAIN LINK

PANEL FENCING

BIKE AND PEDESTRIAN TRAFFIC CONTROL REQUIRED

APPROX. CLEARANCE

UNDER BRIDGE IS 10'

SEE NOTE 9

CLOSE BIKE TRAIL ACCESS

(6727754.5517 E, 1972469.4138 N)

CAMPUS COMMONS TEMPORARY ACCESS

CONSTRUCT TEMPORARY

24' ACCESS RAMP OVER LEVEE

SEE DETAIL 21 SHEET C-506

STAGING AREA 3

1.3 AC

PRESERVATION FENCE WITH

SEDIMENT BARRIER ON

DOWNHILL SIDE OF WORK LIMIT

WORK LIMIT FENCE

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PRESERVATION FENCE WITH

SEDIMENT BARRIER ON

DOWNHILL SIDE OF HAUL ROUTE

WORK LIMIT FENCE

LEGEND

ONE-WAY HAUL ROUTE

PRESERVATION FENCE WITH SEDIMENT

BARRIER, SEE DETAIL 2, SHEET C-513

SANITARY SEWER FORCE MAIN

STAGING AREA

TEMPORARY TRAIL DETOUR

TURBIDITY CURTAIN

TWO-WAY HAUL ROUTE

WORK LIMIT FENCE, SEE DETAIL 1, SHEET C-513

CHAIN LINK PANEL FENCING

NORTH

INSTALL SIGN:

BIKE PATH CLOSED AHEAD AT

CAMPUS COMMONS GOLF COURSE

USE LEVEE DETOUR

BIKE AND PEDESTRIAN

TRAFFIC TO BE ROUTED ONTO

LEVEE AT EXISTING RAMP

(6728003.8994 E, 1974276.1872 N)

CLOSE BIKE TRAIL ACCESS

(6728035.9204 E, 1974174.8993 N)

CLOSE BIKE TRAIL ACCESS

(6727501.3871 E, 1972462.9999 N)

APPROX. CLEARANCE

UNDER BRIDGE IS 11.5'

SEE NOTE 9

MATCHLINE - SEE BELOW

MAT

CH

LI

NE

SE

E

AB

OVE

FROM/TO CADILLAC AVE

SEE SHEET G-010

STAGING AREA 2

0.5 AC

STABILIZED CONSTRUCTION ENTRANCE

SEE DETAIL 5 SHEET C-513

CLOSE BIKE TRAIL ACCESS

(6727048.1635 E, 1969549.4545 N)

BIKE AND PEDESTRIAN

TRAFFIC TO BE ROUTED ON

TO LEVEE NEAR CAL EXPO

(6727759.1825 E, 1972312.4673 N)

TEMPORARY TRAIL DETOUR

ROUTE FOR BIKE, PEDESTRIAN

AND RECREATIONAL USE

INSTALL CHAIN LINK

PANEL FENCING

BIKE AND PEDESTRIAN TRAFFIC CONTROL REQUIRED

APPROX. CLEARANCE

UNDER BRIDGE IS 10'

SEE NOTE 9

TRAFFIC CONTROLS

REQUIRED

CLOSE BIKE TRAIL ACCESS

(6727754.5517 E, 1972469.4138 N)

CAMPUS COMMONS TEMPORARY ACCESS

CONSTRUCT TEMPORARY

24' ACCESS RAMP OVER LEVEE

SEE DETAIL 21 SHEET C-506

SEE NOTE 11

FI

N

AL

P

LA

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- A

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O

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D F

O R

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C O

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, C

AL

IF

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IA

AM

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IC

AN

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C

O M

M O

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(A R

C F)

ER

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ER

A M

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AN

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S

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2- 3, C O

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AC

T no rth w es t h yd ra ul ic c on su lta nt s

C ap ito l A ve nu e, S ui te

Sa cr am en to , C al ifo rn ia

(9

) 3

-7 w w w .n hc w eb .c om

SA

C

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AM

EN

TO

D

IS

TR

IC

T

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S

TR

EE

T

SA

C

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TO

, C

AL

IF

O

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IA

JA

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AR

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-0

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8-

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XX

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: 1 -0

4-

; S

IT

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2- 2:

-0

4-

AN

SI

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G-007

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C

ES

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R .O

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L/ D

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IN

TO

N

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D

EL

L/ D

.H

IN

TO

N

B.

W

O

LF

E

B.

W

AR

D

M

AN

ACTIVE 60"Ø SEWER FORCE MAIN (x2)

WORK LIMIT FENCE

LEGEND

ONE-WAY HAUL ROUTE

PRESERVATION FENCE WITH SEDIMENT

BARRIER, SEE DETAIL 2, SHEET C-513

SANITARY SEWER FORCE MAIN

STAGING AREA

TEMPORARY TRAIL DETOUR

TURBIDITY CURTAIN

TWO-WAY HAUL ROUTE

WORK LIMIT FENCE, SEE DETAIL 1, SHEET C-513

CHAIN LINK PANEL FENCING

TO

FAIR O

AKS BLVD

SEE SHEET G

-010

NORTH

INSTALL SIGN:

BIKE PATH CLOSED AHEAD AT

CAMPUS COMMONS GOLF COURSE

USE LEVEE DETOUR

BIKE AND PEDESTRIAN

TRAFFIC TO BE ROUTED ONTO

LEVEE AT EXISTING RAMP

(6728003.8994 E, 1974276.1872 N)

CLOSE BIKE TRAIL ACCESS

(6728035.9204 E, 1974174.8993 N)

CLOSE BIKE TRAIL ACCESS

(6727501.3871 E, 1972462.9999 N)

APPROX. CLEARANCE

UNDER BRIDGE IS 11.5'

SEE NOTE 9

MATCHLINE - SEE BELOW

MAT

CH

LI

NE

SE

E

AB

OVE

FROM/TO CADILLAC AVE

SEE SHEET G-010

SO

LI

C

IT

AT

IO

N N

O

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B

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D

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D

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B Y:

D R

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IS

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SHEET ID

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2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

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1040645G-TP2223.dwg

AMERICAN RIVER

NORTH

NOTES:

1. CLOSE PUBLIC ACCESS TO THE AMERICAN RIVER BIKE

TRAIL AND DETOUR TRAIL TRAFFIC USING THE

EXISTING LEVEE ROAD. INSTALL CHAIN LINK PANEL

FENCING ALONG THE LEVEE ROAD AS SHOWN.

2. FULLY CLOSE THE AMERICAN RIVER BIKE TRAIL AT

LOCATIONS SHOWN WITH ORANGE REFLECTIVE

BARRIERS WHICH FULLY SPAN THE PAVED PATHWAY

AND EXTEND 6 FEET PAST EACH SIDE OF THE TRAIL.

THE BARRIERS SHALL INCLUDE TRAIL CLOSED SIGNS

AND TRUCK CROSSING WARNINGS. SEE

SPECIFICATION SECTION 01 50 00 FOR A COMPLETE

LIST OF CONDITIONS AND REQUIREMENTS FOR

IMPLEMENTING AND MAINTAINING BICYCLE AND

PEDESTRIAN CLOSURES AND DETOURS.

3. LOCATE TRAIL CLOSURE WARNING AND DETOUR

SIGNS ON THE AMERICAN RIVER BIKE TRAIL 200 FT

AND 100 FT UP THE TRAIL FROM THE CLOSURES.

4. THE DETOUR ROUTE SHALL BE KEPT CLEAR OF

DEBRIS AND OBSTRUCTIONS, AND THE INTEGRITY OF

THE PAVEMENT SHALL BE MAINTAINED AS TO NOT

INHIBIT THE SAFE PASSAGE OF PEDESTRIANS AND

BIKE TRAFFIC.

5. TWO FLAGGERS SHALL BE PRESENT FOR TRAFFIC

CONTROL AT EACH INTERSECTION ON THE PARK

PROPERTY IN THE ACCESS ROUTE TO CONTROL

TRAFFIC WHEN EQUIPMENT OR TRUCKS ARE

PRESENT.

6. SUBMIT A TRAFFIC CONTROL PLAN TO THE

CONTRACTING OFFICER PRIOR TO COMMENCEMENT

OF WORK. REFER TO SPECIFICATION SECTION 01 50

00 FOR REQUIREMENTS.

7. INSTALL TEMPORARY CHAIN LINK PANEL FENCING

AROUND THE PROJECT LOCATION MEETING THE

REQUIREMENTS OF SPECIFICATION SECTION 01 50 00.

8. CONSTRUCTION EQUIPMENT MAY ONLY BE PARKED

WITHIN THE PROJECT LIMITS AND STAGING AREAS.

9. VERIFY CLEARANCE UNDER BRIDGES AND MAINTAIN 2'

HEADROOM OVER ALL VEHICLES. EXCAVATION BELOW

THE H STREET BRIDGE MUST BE APPROVED BY

PERMITS FROM THE CITY OF SACRAMENTO AND

SACRAMENTO REGIONAL COUNTY SANITATION

DISTRICT. THE CONTRACTOR SHALL SUBMIT A PLAN

FOR PROTECTION OF THE FORCE MAINS FROM

DAMAGE DUE TO CONSTRUCTION TRAFFIC.

10.STAGING AREAS 6 THROUGH 11 MAY BE USED FOR

STOCKPILING PROVIDED STOCKPILING IS MANAGED

TO MEET THE REQUIREMENTS OF THE

SPECIFICATIONS.

11.THE CONTRACTOR WILL BE REQUIRED TO PROVIDE

ACCESS TO OTHER CONTRACTORS AT THE CAMPUS

COMMONS TEMPORARY ACCESS DURING YEAR 2

CONSTRUCTION. SEE SPECIFICATIONS SECTION 01 00

00 AND 01 50 00 FOR REQUIREMENTS.

H S

TR

EE

T

BR

ID

G

E

ONE-WAY HAUL ROUTE

12' ROADWAY

TRAFFIC CONTROLS REQUIRED

STABILIZED CONSTRUCTION ENTRANCE

SEE DETAIL 5 SHEET C-513

STAGING AREA 6

0.1 AC

PRESERVATION FENCE WITH

SEDIMENT BARRIER ON

DOWNHILL SIDE OF WORK LIMIT

ONE-WAY

HAUL ROUTE

12' ROADWAY

PRESERVATION FENCE

WITH SEDIMENT BARRIER

WORK LIMIT FENCE

INSTALL 6' TALL

CHAIN LINK FENCE

PRESERVATION FENCE WITH

SEDIMENT BARRIER ON

DOWNHILL SIDE OF HAUL ROUTE

C

IT

AT

IO

N N

O

D

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B

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D

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C R

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D

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D R

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IS

SU

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SHEET ID

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2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

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G

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SP

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D

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1040645G-TP2223.dwg

AM

ER

IC

AN

R

IV

ER

G

UY W

EST PEDESTRIAN BRIDG

E

NORTH

ONE-WAY

HAUL ROUTE

12' ROADWAY

ONE-WAY HAUL ROUTE

10' ROADWAY

STAGING AREA 7

0.2 AC

STAGING AREA 9

0.02 AC

TEMPORARY TRAIL DETOUR

ROUTE FOR BIKE, PEDESTRIAN AND

RECREATIONAL USE

PRESERVATION FENCE

WITH SEDIMENT BARRIER

PRESERVATION FENCE WITH

SEDIMENT BARRIER ON

DOWNHILL SIDE OF WORK LIMIT

HOWE AVENUE BRIDGE

SEE SHEET G-009 FOR

SITE 2-2 ACCESS PLAN

INSTALL 6' TALL

CHAIN LINK FENCE

STAGING AREA 8

0.1 AC

FI

N

AL

P

LA

N

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- A

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R

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(A R

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S

IT

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2- 3, C O

N

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AC

T no rth w es t h yd ra ul ic c on su lta nt s

C ap ito l A ve nu e, S ui te

Sa cr am en to , C al ifo rn ia

(9

) 3

-7 w w w .n hc w eb .c om

SA

C

R

AM

EN

TO

D

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TR

IC

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SA

C

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TO

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IF

O

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JA

N

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8-

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4-

; S

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2- 2:

-0

4-

AN

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-D

ACTIVE 60"Ø SEWER

FORCE MAIN (x2)

WORK LIMIT FENCE

WORK LIMIT FENCE

TWO-WAY

HAUL ROUTE

20' ROADWAY

PRESERVATION FENCE WITH

SEDIMENT BARRIER ON

DOWNHILL SIDE OF HAUL ROUTE

NOTES:

1. CLOSE PUBLIC ACCESS TO THE AMERICAN RIVER BIKE

TRAIL AND DETOUR TRAIL TRAFFIC USING THE

EXISTING LEVEE ROAD. INSTALL CHAIN LINK PANEL

FENCING ALONG THE LEVEE ROAD AS SHOWN.

2. FULLY CLOSE THE AMERICAN RIVER BIKE TRAIL AT

LOCATIONS SHOWN WITH ORANGE REFLECTIVE

BARRIERS WHICH FULLY SPAN THE PAVED PATHWAY

AND EXTEND 6 FEET PAST EACH SIDE OF THE TRAIL.

THE BARRIERS SHALL INCLUDE TRAIL CLOSED SIGNS

AND TRUCK CROSSING WARNINGS. SEE

SPECIFICATION SECTION 01 50 00 FOR A COMPLETE

LIST OF CONDITIONS AND REQUIREMENTS FOR

IMPLEMENTING AND MAINTAINING BICYCLE AND

PEDESTRIAN CLOSURES AND DETOURS.

3. LOCATE TRAIL CLOSURE WARNING AND DETOUR

SIGNS ON THE AMERICAN RIVER BIKE TRAIL 200 FT

AND 100 FT UP THE TRAIL FROM THE CLOSURES.

4. THE DETOUR ROUTE SHALL BE KEPT CLEAR OF

DEBRIS AND OBSTRUCTIONS, AND THE INTEGRITY OF

THE PAVEMENT SHALL BE MAINTAINED AS TO NOT

INHIBIT THE SAFE PASSAGE OF PEDESTRIANS AND

BIKE TRAFFIC.

5. TWO FLAGGERS SHALL BE PRESENT FOR TRAFFIC

CONTROL AT EACH INTERSECTION ON THE PARK

PROPERTY IN THE ACCESS ROUTE TO CONTROL

TRAFFIC WHEN EQUIPMENT OR TRUCKS ARE

PRESENT.

6. SUBMIT A TRAFFIC CONTROL PLAN TO THE

CONTRACTING OFFICER PRIOR TO COMMENCEMENT

OF WORK. REFER TO SPECIFICATION SECTION 01 50

00 FOR REQUIREMENTS.

7. INSTALL TEMPORARY CHAIN LINK PANEL FENCING

AROUND THE PROJECT LOCATION MEETING THE

REQUIREMENTS OF SPECIFICATION SECTION 01 50 00.

8. CONSTRUCTION EQUIPMENT MAY ONLY BE PARKED

WITHIN THE PROJECT LIMITS AND STAGING AREAS.

9. VERIFY CLEARANCE UNDER BRIDGES AND MAINTAIN 2'

HEADROOM OVER ALL VEHICLES.

10.STAGING AREAS 6 THROUGH 11 MAY BE USED FOR

STOCKPILING PROVIDED STOCKPILING IS MANAGED

TO MEET THE REQUIREMENTS OF THE

SPECIFICATIONS.

CLEARANCE UNDER BRIDGE

GREATER THAN 15'

SEE NOTE 9

LEGEND

ONE-WAY HAUL ROUTE

PRESERVATION FENCE WITH SEDIMENT

BARRIER, SEE DETAIL 2, SHEET C-513

SANITARY SEWER FORCE MAIN

STAGING AREA

TEMPORARY TRAIL DETOUR

TURBIDITY CURTAIN

TWO-WAY HAUL ROUTE

WORK LIMIT FENCE, SEE DETAIL 1, SHEET C-513

CHAIN LINK PANEL FENCING

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

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D B

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D

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C O

N

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AC

T

N O

C

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D

B Y:

D R

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B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

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F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

SP

EC

N O

D

ES

IG

N

F

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AC

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1040645G-TP2223.dwg

FI

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P

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R

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D F

O R

B

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SA

C

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AM

EN

TO

C O

U N

TY

, C

AL

IF

O R

N

IA

AM

ER

IC

AN

R

IV

ER

C

O M

M O

N F

EA

TU

R

ES

(A R

C F)

ER

O

SI

O

N

L O

W

ER

A M

ER

IC

AN

R

IV

ER

S

IT

E 2-

2- 3, C O

N

TR

AC

T no rth w es t h yd ra ul ic c on su lta nt s

C ap ito l A ve nu e, S ui te

Sa cr am en to , C al ifo rn ia

(9

) 3

-7 w w w .n hc w eb .c om

SA

C

R

AM

EN

TO

D

IS

TR

IC

T

J

S

TR

EE

T

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

JA

N

U

AR

Y

W

8-

-B

-0

W

8-

XX

-X

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XX

X

SI

TE

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: 1 -0

4-

; S

IT

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2- 2:

-0

4-

AN

SI

-D

AMERICAN RIVER

NORTH

HAUL ROUTE - CONSTRUCT TEMPORARY

ACCESS RAMP FROM TOP OF LEVEE TO

WATER'S EDGE AT 6% SLOPE

SEE DETAIL 6 SHEET C-513

BRECKENWOOD WAY

TURBIDITY CURTAIN

TRAFFIC CONTROLS

REQUIRED

H O

W E

AV

EN

U E

BR

ID

G E

UNIVERSITY AVENUE

BIKE AND PEDESTRIAN TRAFFIC

CONTROL REQUIRED

APPROX. CLEARANCE

UNDER BRIDGE IS 15'

SEE NOTE 10

APPROX. CLEARANCE

UNDER BRIDGE IS 17'

SEE NOTE 10

TWO-WAY

HAUL ROUTE

20' ROADWAY

CLOSE TRAIL ACCESS

(6730715.3931 E, 1966884.9268 N)

STAGING AREA 10

0.1 AC

STAGING AREA 13

0.7 AC

SEE NOTE 9

STAGING AREA 11

0.5 AC

STAGING AREA 12

0.1 AC

SEE NOTE 9

BIKE AND PEDESTRIAN

TRAFFIC CONTROL REQUIRED

WORK LIMIT

FENCE

PRESERVATION FENCE

WITH SEDIMENT BARRIER

WORK LIMIT

FENCE

CLOSE LEVEE ACCESS

AND DETOUR TO BIKE TRAIL

(6733471.6381 E, 1967656.2762 N)

TEMPORARY TRAIL DETOUR

ROUTE FOR BIKE, PEDESTRIAN AND

RECREATIONAL USE

(6733130.0129 E, 1967446.3977 N)

INSTALL CHAIN LINK

PANEL FENCING

TWO-WAY

HAUL ROUTE

20' ROADWAY

UNIVERSITY PARK TEMPORARY ACCESS

CONSTRUCT TEMPORARY 24' WIDE

ACCESS RAMP OVER LEVEE

SEE DETAIL 21 SHEET C-506

SEE NOTES 12 AND 13

FR

O

M /T

O U

N

IV

ER

SI

TY

A

VE

SE

E

SH

EE

T

G -0

NOTES:

1. CLOSE PUBLIC ACCESS TO THE AMERICAN RIVER BIKE

TRAIL AND DETOUR TRAIL TRAFFIC USING THE

EXISTING LEVEE ROAD. INSTALL CHAIN LINK PANEL

FENCING ALONG THE LEVEE ROAD AS SHOWN.

2. FULLY CLOSE THE AMERICAN RIVER BIKE TRAIL AT

LOCATIONS SHOWN WITH ORANGE REFLECTIVE

BARRIERS WHICH FULLY SPAN THE PAVED PATHWAY

AND EXTEND 6 FEET PAST EACH SIDE OF THE TRAIL.

THE BARRIERS SHALL INCLUDE TRAIL CLOSED SIGNS

AND TRUCK CROSSING WARNINGS. SEE

SPECIFICATION SECTION 01 50 00 FOR A COMPLETE

LIST OF CONDITIONS AND REQUIREMENTS FOR

IMPLEMENTING AND MAINTAINING BICYCLE AND

PEDESTRIAN CLOSURES AND DETOURS.

3. LOCATE TRAIL CLOSURE WARNING AND DETOUR

SIGNS ON THE AMERICAN RIVER BIKE TRAIL 200 FT

AND 100 FT UP THE TRAIL FROM THE CLOSURES.

4. THE DETOUR ROUTE SHALL BE KEPT CLEAR OF

DEBRIS AND OBSTRUCTIONS, AND THE INTEGRITY OF

THE PAVEMENT SHALL BE MAINTAINED AS TO NOT

INHIBIT THE SAFE PASSAGE OF PEDESTRIANS AND

BIKE TRAFFIC.

5. TWO FLAGGERS SHALL BE PRESENT FOR TRAFFIC

CONTROL AT EACH INTERSECTION ON THE PARK

PROPERTY IN THE ACCESS ROUTE TO CONTROL

TRAFFIC WHEN EQUIPMENT OR TRUCKS ARE

PRESENT.

6. SUBMIT A TRAFFIC CONTROL PLAN TO THE

CONTRACTING OFFICER PRIOR TO COMMENCEMENT

OF WORK. REFER TO SPECIFICATION SECTION 01 50

00 FOR REQUIREMENTS.

7. INSTALL TEMPORARY CHAIN LINK PANEL FENCING

AROUND THE PROJECT LOCATION MEETING THE

REQUIREMENTS OF SPECIFICATION SECTION 01 50 00.

8. CONSTRUCTION EQUIPMENT MAY ONLY BE PARKED

WITHIN THE PROJECT LIMITS AND STAGING AREAS.

9. WITHIN STAGING AREAS 12 AND 13 PROTECT IN PLACE

EXISTING TREES PER DETAIL 3, SHEET C-513. CHAIN

LINK PANEL FENCING SHALL BE PLACED AROUND

STAGING AREAS 12 AND 13. SEE SPECIFICATION

SECTION 01 50 00 FOR ADDITIONAL SPECIAL USE

REQUIREMENTS.

10.CONTRACTOR SHALL VERIFY CLEARANCE UNDER

BRIDGES AND MAINTAIN 2' HEADROOM OVER ALL

VEHICLES.

11.STAGING AREAS 6 THROUGH 11 MAY BE USED FOR

STOCKPILING PROVIDED STOCKPILING IS MANAGED

TO MEET THE REQUIREMENTS OF THE

SPECIFICATIONS.

12.THE CONTRACTOR SHALL CONSTRUCT THE

UNIVERSITY PARK TEMPORARY ACCESS IN YEAR 1.

13.THE CONTRACTOR WILL BE REQUIRED TO PROVIDE

ACCESS TO OTHER GOVERNMENT CONTRACTORS

FROM OCTOBER 2022 THROUGH MARCH 2023. SEE

SPECIFICATION SECTION 01 00 00 AND 01 50 00 FOR

REQUIREMENTS.

CLOSE TRAIL ACCESS

(6730665.0105 E, 1967099.1485 N) STABILIZED CONSTRUCTION ENTRANCE

SEE DETAIL 5 SHEET C-513

LEGEND

ONE-WAY HAUL ROUTE

PRESERVATION FENCE WITH SEDIMENT

BARRIER, SEE DETAIL 2, SHEET C-513

SANITARY SEWER FORCE MAIN

STAGING AREA

TEMPORARY TRAIL DETOUR

TURBIDITY CURTAIN

TWO-WAY HAUL ROUTE

WORK LIMIT FENCE, SEE DETAIL 1, SHEET C-513

CHAIN LINK PANEL FENCING

CONTRACTOR MUST MAINTAIN SAFE CLEARANCE

WHEN WORKING UNDER PG&E OVERHEAD POWERLINES

C

IT

AT

IO

N N

O

D

ES

IG

N

ED

B

Y:

D

ES

C R

IP

TI

O N

A

M

AR

K

SI

ZE

SU

BM

IT

TE

D B

Y:

D

AT

E

C O

N

TR

AC

T

N O

C

H

EC

KE

D

B Y:

D R

AW

N

B Y:

IS

SU

E D

AT

E:

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

SP

EC

N O

D

ES

IG

N

F

IL

E N

O

G-010

EX

TE

R N

AL

H

AU

L

R O

U

TE

S

J.

L

AM

M

ER

S

T.

S

H

IN

KL

E

B.

W

O

LF

E

B.

W

AR

D

1040645G-TPEXHR.dwg

NOTES:

1. CONTRACTOR'S INGRESS/EGRESS ROUTES FOR HAULING MATERIALS,

EQUIPMENT DELIVERY, AND ALL LARGE TRANSPORTS SHALL BE LIMITED TO

THE ROUTES SHOWN ON THIS SHEET.

2. SUBMIT A TRAFFIC CONTROL PLAN THAT DEFINES INGRESS/EGRESS

ROUTES USED TO ACCESS THE SITE. TRAFFIC CONTROL PLAN SHALL

INCLUDE CONTRACTOR'S APPROACH TO MEETING TRAVEL REQUIREMENTS

AND SHALL DEMONSTRATE CONFORMANCE WITH ALL REQUIREMENTS OF

PARAGRAPH TRAFFIC PROVISIONS IN SECTION 01 50 00, TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

3. INGRESS/EGRESS FROM HIGHWAY 50 / INTERSTATE 80 SHALL BE VIA HOWE

AVENUE TO FAIR OAKS BOULEVARD.

U S

FI

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CAMPUS COMMONS

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NORTH

NOTES:

1. GOVERNMENT WILL CLEAR THE GRADING LIMITS OF TREES, SHRUBS, AND OTHER VEGETATION PRIOR TO THE CONTRACTOR TAKING POSSESSION OF THE SITE. TREES WILL BE LEFT WITH A 4-FOOT STUMP TO FACILITATE GRUBBING BY THE CONTRACTOR. SHRUBS, TREES UNDER 6 INCHES IN DIAMETER, AND OTHER VEGETATION WILL BE

CUT ROUGHLY 6 INCHES FROM THE GROUND SURFACE.

2. VEGETATION NOT CLEARED BY THE GOVERNMENT THAT CONFLICTS WITH THE WORK SHOWN IN THE DRAWINGS SHALL BE CLEARED AND GRUBBED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT IN ACCORDANCE WITH SPECIFICATION 31 11 00, CLEARING AND GRUBBING AND THE REQUIREMENTS AND SCHEDULE CONSTRAINTS

INCLUDED IN SPECIFICATION 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS.

3. INSTALL TREE PROTECTION FENCING PER DETAIL 3, SHEET C-513, AROUND ALL TREES WITHIN THE WORK LIMITS THAT

ARE IDENTIFIED AS PROTECTED.

4. TRANSPLANTED ELDERBERRY SHRUBS SHALL BE RELOCATED BY THE GOVERNMENT PRIOR TO THE CONTRACTOR

TAKING POSSESSION OF THE SITE AND ARE NOT SHOWN ON THIS SHEET.

5. ELDERBERRY SHRUBS IDENTIFIED AS PROTECTED-IN-PLACE SHALL BE PROTECTED AT ALL TIMES. FENCE A MINIMUM 20-FOOT SETBACK AVOIDANCE AREA FROM THE DRIPLINE. SEE PARAGRAPH VALLEY ELDERBERRY LONGHORN BEETLE (VELB) IN SPECIFICATION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS FOR ADDITIONAL REQUIREMENTS.

6. WATER QUALITY PROTECTION ZONE IS A 10 FOOT WIDE RESTRICTED USE AREA DOWNSLOPE OF THE GRADING LIMIT.

CONTRACTOR'S OPERATIONS WITHIN THIS ZONE SHALL BE RESTRICTED TO THE MINIMUM TYPE OF EQUIPMENT AND USE NECESSARY TO INSTALL AND MAINTAIN APPROVED BMPS TO PROTECT WATER QUALITY. WORK WITHIN THIS ZONE SHALL MEET THE CONDITIONS AND REQUIREMENTS OF SPECIFICATION 01 57 19, TEMPORARY ENVIRONMENTAL

CONTROLS AND SPECIFICATION 01 57 23, TEMPORARY STORM WATER POLLUTION CONTROL.

7. SACRAMENTO REGIONAL COUNTY SANITATION DISTRICT OPERATES TWO 60"Ø SEWER FORCE MAINS WITHIN WORK LIMITS. WHEN CONSTRUCTION ACTIVITY OCCURS WITHIN THE EASEMENT OF EITHER 60"Ø SEWER FORCE MAIN, THE CENTERLINE OF THE PIPELINE SHALL BE LOCATED AND MARKED IN THE FIELD. AT LOCATIONS WHERE PIPELINE CROSSING IS NOT REQUIRED, PROTECTION FENCING SHALL BE INSTALLED AT A 5-FOOT OFFSET FROM THE CENTERLINE TO PREVENT MACHINERY FROM UNNECESSARILY CROSSING OVER THE PIPELINE. SEE REGIONAL SAN

NOTES ON SHEET G-002 FOR ADDITIONAL REQUIREMENTS.

8. WITHIN FORCE MAIN EASEMENTS, TRUCK LIVE LOAD CONFIGURATIONS SHALL BE LIMITED TO AASHTO H-25/HS-25 OR ALTERNATE MILITARY LOADS, AND CONSTRUCTION EQUIPMENT WITH TRACKS SHALL BE LIMITED TO 2500 LBS PER

FOOT PER TRACK.

9. TREES AND INFRASTRUCTURE TO BE PROTECTED IN PLACE AND SHOULD NOT BE CONSIDERED FEATURES OF THE FEDERAL FLOOD CONTROL PROJECT. TREES SHOWN TO BE PROTECTED IN THESE PLANS ARE INTENDED TO LIMIT ENVIRONMENTAL IMPACTS OF THE CONSTRUCTION ACTIVITY BUT DO NOT NEED TO BE PROTECTED AND MAINTAINED

IN PERPETUITY AS PART OF THE FEDERAL FLOOD CONTROL PROJECT.

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REMOVED FOR INVASIVE SPECIES CONTROL REMOVED DUE TO GRADING

TREE# DESCRIPTION TREE# DESCRIPTION

4078 12" TREE OF HEAVEN 1426 9" BOX ELDER

REMOVED DUE TO GRADING 1427 8" BOX ELDER

TREE# DESCRIPTION 1428 17" NORTHERN CA BLACK WALNUT

1396 11" BOX ELDER 4063 19" CALIFORNIA SYCAMORE

1397 6" SNAG 4064 8" SOUTHERN CA BLACK WALNUT

1398 6" BOX ELDER 4065 33" FREMONT COTTONWOOD

1399 6" BOX ELDER 4066 21" FREMONT COTTONWOOD

1400 6" BOX ELDER 4067 9" GOODDING'S WILLOW

1401 7" BOX ELDER 4068 22" FREMONT COTTONWOOD

1402 8" BOX ELDER 4069 21" FREMONT COTTONWOOD

1403 25" FREMONT COTTONWOOD 4070 9" FREMONT COTTONWOOD

1404 38" FREMONT COTTONWOOD 4071 20" FREMONT COTTONWOOD

1405 34" FREMONT COTTONWOOD 4072 56" FREMONT COTTONWOOD

1406 54" FREMONT COTTONWOOD 4073 38" FREMONT COTTONWOOD

1407 37" FREMONT COTTONWOOD 4074 47" FREMONT COTTONWOOD

1408 30" FREMONT COTTONWOOD 4075 45" FREMONT COTTONWOOD

1409 29" FREMONT COTTONWOOD 4076 8" PACIFIC WILLOW

1410 17" FREMONT COTTONWOOD 4077 15" OREGON ASH

1411 32" FREMONT COTTONWOOD 4079 14" BOX ELDER

1412 53" FREMONT COTTONWOOD 4080 6" BOX ELDER

1413 18" FREMONT COTTONWOOD 4081 15" BOX ELDER

1414 15" FREMONT COTTONWOOD 4082 11" BOX ELDER

1415 22" FREMONT COTTONWOOD 4083 7" JAPANESE PRIVET

1416 24" FREMONT COTTONWOOD 4084 26" FREMONT COTTONWOOD

1417 34" FREMONT COTTONWOOD 4085 28" FREMONT COTTONWOOD

1418 20" FREMONT COTTONWOOD 4086 42" FREMONT COTTONWOOD

1419 44" FREMONT COTTONWOOD 4087 8" BOX ELDER

1420 35" FREMONT COTTONWOOD 4088 6" BOX ELDER

1421 39" FREMONT COTTONWOOD 4089 26" FREMONT COTTONWOOD

1422 56" FREMONT COTTONWOOD 4090 60" FREMONT COTTONWOOD

1423 40" FREMONT COTTONWOOD 4091 18" NORTHERN CA BLACK WALNUT

1424 34" FREMONT COTTONWOOD 5107 44" FREMONT COTTONWOOD

1425 54" FREMONT COTTONWOOD

WATER QUALITY

PROTECTION ZONE

SEE NOTE 6

UPSLOPE

GRADING LIMIT

GRADING LIMIT / WORK LIMIT

DOWNSLOPE

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WORK LIMIT

TREE TO BE PROTECTED

(SEE NOTE 3)

STUMP TO BE REMOVED

(SEE NOTE 1)

PROTECTED ELDERBERRY SHRUBS

(SEE NOTE 5)

WATER QUALITY PROTECTION ZONE

(SEE NOTE 6)

GRADING LIMIT

WORK LIMIT

REMOVE EXISTING IRRIGATION PIPE (UP TO 5000 LF)

AND ASSOCIATED IRRIGATION SYSTEM COMPONENTS

REMOVE INTERMITTENT CONCRETE

RUBBLE (APPROXIMATELY 5,000 SQ FT)

REMOVE AND REPLACE EXISTING

GATE AND PORTION OF FENCE TO

CREATE TEMPORARY ACCESS

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WATER QUALITY

PROTECTION ZONE

SEE NOTE 6

REMOVE EXISTING FOOTBRIDGE (APPROX. 450 SF) AND SUSPENDED

IRRIGATION MAIN PIPELINE. NEW FOOTBRIDGE WILL BE DESIGNED

AND INSTALLED AS A LRRD THROUGH A SEPARATE CONTRACT.

SEE PHOTO 3 SHEET C-901

REMOVE EXISTING CONCRETE CHANNEL (APPROX. 3500 SF)

SEE PHOTO 1 SHEET C-901

REMOVE EXISTING CONCRETE RUBBLE BANK PROTECTION (APPROX. 600 SF)

SEE PHOTO 2 SHEET C-901

MATCHLINE SHEET C-101

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36-INCH FLAP GATE

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NOTES:

1. GOVERNMENT WILL CLEAR THE GRADING LIMITS OF TREES, SHRUBS, AND OTHER VEGETATION PRIOR TO THE CONTRACTOR TAKING POSSESSION OF THE SITE. TREES WILL BE LEFT WITH A 4-FOOT STUMP TO FACILITATE GRUBBING BY THE CONTRACTOR. SHRUBS, TREES UNDER 6 INCHES IN DIAMETER, AND OTHER VEGETATION WILL BE CUT ROUGHLY 6 INCHES FROM THE GROUND SURFACE.

2. VEGETATION NOT CLEARED BY THE GOVERNMENT THAT CONFLICTS WITH THE WORK SHOWN IN THE DRAWINGS SHALL BE CLEARED AND GRUBBED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT IN ACCORDANCE WITH SPECIFICATION 31 11 00, CLEARING AND GRUBBING AND THE REQUIREMENTS AND SCHEDULE CONSTRAINTS INCLUDED IN SPECIFICATION 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS.

3. INSTALL TREE PROTECTION FENCING PER DETAIL 3, SHEET C-513, AROUND ALL TREES WITHIN THE WORK LIMITS THAT ARE

IDENTIFIED AS PROTECTED.

4. TRANSPLANTED ELDERBERRY SHRUBS SHALL BE RELOCATED BY THE GOVERNMENT PRIOR TO THE CONTRACTOR TAKING

POSSESSION OF THE SITE AND ARE NOT SHOWN ON THIS SHEET.

5. ELDERBERRY SHRUBS IDENTIFIED AS PROTECTED-IN-PLACE SHALL BE PROTECTED AT ALL TIMES. FENCE A MINIMUM 20-FOOT SETBACK AVOIDANCE AREA FROM THE DRIPLINE. SEE PARAGRAPH VALLEY ELDERBERRY LONGHORN BEETLE (VELB) IN SPECIFICATION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS FOR ADDITIONAL REQUIREMENTS.

6. WATER QUALITY PROTECTION ZONE IS A 10 FOOT WIDE RESTRICTED USE AREA DOWNSLOPE OF THE GRADING LIMIT.

CONTRACTOR'S OPERATIONS WITHIN THIS ZONE SHALL BE RESTRICTED TO THE MINIMUM TYPE OF EQUIPMENT AND USE NECESSARY TO INSTALL AND MAINTAIN APPROVED BMPS TO PROTECT WATER QUALITY. WORK WITHIN THIS ZONE SHALL MEET THE CONDITIONS AND REQUIREMENTS OF SPECIFICATION 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS AND SPECIFICATION 01 57

23, TEMPORARY STORM WATER POLLUTION CONTROL.

7. SACRAMENTO REGIONAL COUNTY SANITATION DISTRICT OPERATES TWO 60"Ø SEWER FORCE MAINS WITHIN WORK LIMITS.