Attachment 2 - Drawings.pdf

PDF 41 MB Posted Dec 16, 2020

Attached to: Natomas Reach D Pumping Plant 4 Federal contract opportunity
Solicitation number: W9123821B0002
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal solicitation to relocate Pumping Plant 4 for the Natomas Reach D Pumping Plant project. The solicitation seeks offers to raise the discharge pipes of Pumping Plant 4 ten feet above the 200-year water surface elevation, add a new vault and outfall structure, remove the existing building and trash rack, reconfigure the pump station intake and install a new trash rack, raise the pump station pad and install new pumps without a new building, locate a driveway to the new trash rack adjacent to the Electrical Building with power from nearby PG&E lines, enclose the area with six-foot chain-link fencing including gates, and reconfigure access ramps and landside toe roads to accommodate the new layout. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Sacramento with the number W9123821B0002.

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Other files for this federal contract opportunity

Other files attached to Natomas Reach D Pumping Plant 4, newest first.
File	Type	Posted
Bid Abstract - Pumping Plant 4.final.xlsx	XLSX spreadsheet	Jan 26, 2021
Bid Abstract - Pumping Plant 4.xlsx	XLSX spreadsheet	Jan 26, 2021
Bid Abstract - Pumping Plant 4.xlsx	XLSX spreadsheet	Jan 26, 2021
Amendment 2- Drawings -122- Pipeline Replacement.pdf	PDF	Jan 19, 2021
Amendment 2 - Drawings - 131 - Site Plan.pdf	PDF	Jan 19, 2021
Amendment 2 - Revised Specs.pdf	PDF	Jan 19, 2021
Amendment 2 - Drawings - 502 - Pipe 2 Pump details.pdf	PDF	Jan 19, 2021
Amendment 0002 - Revised Plans and Specifications.pdf	PDF	Jan 19, 2021
Amendment 0001 - Extend Bid Due Date and Changed Bid Opening Time.pdf	PDF	Jan 12, 2021
Site Visit Sign-in Sheet 12.30.20.pdf	PDF	Dec 30, 2020
Attachment 1 - Specifications.pdf	PDF	Dec 16, 2020
Site Visit Staging Area Map.pdf	PDF	Dec 16, 2020
W9123821B0002 Solicitation.pdf	PDF	Dec 16, 2020
Attachment 3 - Bid Schedule.pdf	PDF	Dec 16, 2020
Attachment 5 - Pre-Award Survey.pdf	PDF	Dec 16, 2020
Attachment 4 - Wage Determination.pdf	PDF	Dec 16, 2020

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THE PROJECT WAS DESIGNED BY THE SACRAMENTO DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS

OR SIGNATURE AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division

Chief, Design Branch

Chief, Architectural Design Section Chief, Structural Design Section

Chief, Civil Works Design Section A

Chief, Geotechnical Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

Chief, Levee Safety Section

SUBMITTED BY:

James J. Handura

/s/ Rick Poeppelman P.E.

/s/ William Hall P.E.

/s/ Matthew Valentine R.A. /s/ Michele Louie P.E.

/s/ Markus Boedtker P.E.

/s/ April Fontaine P.E.

/s/ Lynn Moquette P.E.

Chief, Mechanical/Electrical Design Section

/s/ Christie Nunez P.E.

New Orleans District

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US Army Corps of Engineers

DESIGN FILE NO.:

SPEC NO.:

Sacramento District

SA-25-0180

AMERICAN RIVER COMMON FEATURES

NATOMAS BASIN REACH D

PUMPING PLANT 4 MODIFICATIONS

SUTTER COUNTY, CA

99 70

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SANKEY ROAD

S a c r a m e n t o i v e r

1 PUMPING PLANT 4

2 NATOMAS CROSS CANAL

R i v e r

S a c r a m e n t o

LEGEND

SCALE: NTS

COUNTY MAP

SCALE: NTS

Sutter County

VICINITY MAP

PROJECT

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CALIFORNIA STATE MAP

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PLACER

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1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET

OF CONTRACT DRAWINGS.

2. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT

ALL ABBREVIATIONS ARE USED IN THE CONTRACT

DRAWINGS.

3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE

VARIATIONS OF A WORD. FOR EXAMPLE, "MOD"

MAY MEAN MODIFY OR MODIFICATION; "INC" MAY

MEAN INCLUDED OR INCLUDING AND "REINF" MAY

MEAN EITHER REINFORCE OR REINFORCING.

GENERAL NOTES:

ABBREVIATIONS

AB AGGREGATE BASE

AC ASPHALT CONCRETE

ADD'L ADDITIONAL

AP ANGLE POINT

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AVE AVENUE

BB BEGINNING OF BRIDGE

BC BEGINNING OF CURVE

BLVD BOULEVARD

BTM BOTTOM

BVCE BEGINNING OF VERTICAL CURVE

ELEVATION

BVCS BEGINNING OF VERTICAL CURVE

STATION

C/C CENTER-TO-CENTER

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLR CLEARANCE

CML DIP CEMENT MORTOR LINED DUCTILE IRON

PIPE

CLSM CONTROLLED LOW STRENGTH

MATERIAL

CMP CORRUGATED METAL PIPE

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONTR CONTRACTION

COR CONTRACTING OFFICER

REPRESENTATIVE

DIA, Ø DIAMETER

DR DRIVE

DWG DRAWING

DWN DRAWN

D/S DOWNSTREAM

(E) EXISTING

E-AG ELECTRICAL ABOVE GROUND

EB END OF BRIDGE

EC END OF CURVE

EG EXISTING GROUND

ELEV, EL ELEVATION

ES EACH SIDE

E-UG ELECTRICAL UNDERGROUND

EVCE END OF VERTICAL CURVE ELEVATION

EVCS END OF VERTICAL CURVE STATION

E/W EACH WAY

EW EACH WAY

EWEF EACH WAY EACH FACE

EXIST EXISTING

EXP EXPANSION

FG FINISHED GRADE

FL FLOWLINE

FRWY FREEWAY

FS FAR SIDE

FTG FOOTING

GB GRADE BREAK

GALV GALVANIZED

HORIZ HORIZONTAL

HWY HIGHWAY

INC INCLUDED, INCLUDING

INV INVERT

IP IRON PIPE

JT JOINT

KTR CONTRACTOR

LOL LAYOUT LINE

LT LEFT

LVC LENGTH OF VERTICAL CURVE

M/ METAL

MAX MAXIMUM

MDE MAXIMUM DESIGN EARTHQUAKE

MIN MINIMUM

MOD MODIFY, MODIFICATION

(N) NEW

N NORTH

NCC NATOMAS CROSS CANAL

NMWC NATOMAS MUTUAL WATER COMPANY

NO. NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

O.C. ON CENTER

OBE OPERATIONAL BASIS EARTHQUAKE

OG ORIGINAL GROUND

OHW OVERHEAD WIRE

OPNG OPENING

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

(P) PROPOSED

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PCF POUND PER CUBIC FOOT

PG&E PACIFIC GAS AND ELECTRIC

PI POINT OF INTERSECTION

PSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCH

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

PVIE POINT OF VERITCAL INTERSECTION

ELEVATION

PVIS POINT OF VERITCAL INTERSECTION

STATION

R RADIUS

R/C, RC REINFORCED CONCRETE

R/W RIGHT OF WAY

RCP REINFORCED CONCRETE PIPE

RD ROAD

REINF REINFORCED, REINFORCEMENT,

REINFORCING

REQ'D REQUIRED

REV REVISION, REVERSE

RR RIPRAP

RT RIGHT

RW RETAINING WALL

SD STORM DRAIN

SHT SHEET

SS SANITARY SEWER

STA STATION

STD STANDARD

STR STRUCTURE

T THICKNESS

TC TOP OF CURB

TOL TOP OF LEVEE

TOT TOTAL

TOW TOP OF WALL

T-UG TELEPHONE UNDERGROUND

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

UPRR UNION PACIFIC RAILROAD

U/S UPSTREAM

VERT VERTICAL

W/ WITH

WM WATER METER

WSE WATER SURFACE ELEVATION

WSP WELDED STEEL PIPE

WTR, W WATER

WW WINGWALL

WY WAY

YR YEAR

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GENERAL NOTES

1. BASIS OF SURVEY DATA IS NAD83 (HORIZONTAL) AND NAVD88 (VERTICAL). TOPOGRAPHIC SURVEY

AND AERIAL MAPPING IS PROVIDED BY PSOMAS INC (CONTROLS) AND SUPPLEMENTED BY WOOD

RODGERS INC, SURVEY COMPLETED 11/17/2015. SEE PSOMAS PROJECT CONTROL REPORT DATED

OCTOBER 10, 2006.

2. THE BASELINE INFORMATION SHOWN ON THE DRAWINGS IS A CONSTRUCTION REFERENCE LINE

ESTABLISHED FOR THE PROJECT FACILITIES SHOWN. CONTRACTOR IS TO STAKE THE BASELINE AND

ANY OFFSETS REQUIRED.

3. AERIAL PHOTOS, INCLUDED IN THE DRAWINGS ARE PROVIDED FOR REFERENCE ONLY. NOT ALL

FACILITIES ARE SHOWN. CONTRACTOR MUST CONFIRM AND BE SATISFIED AS TO LOCATIONS OF

EXISTING FACILITIES WHICH MAY BE AFFECTED BY CONSTRUCTION.

4. UTILITY INFORMATION ON THE PROJECT DRAWINGS WAS COMPILED FROM AVAILABLE DATA AND THE

LOCATIONS SHOWN ARE APPROXIMATE. PRIOR TO COMMENCING FABRICATION OR CONSTRUCTION, THE ACTUAL DIMENSIONS, SIZES, MATERIALS, LOCATIONS, AND ELEVATIONS OF ALL EXISTING

UTILITIES MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR IS CAUTIONED THAT ONLY

ACTUAL EXCAVATION WILL REVEAL THE DIMENSIONS, SIZES, MATERIALS, LOCATIONS, AND DEPTH OF

THE UNDERGROUND UTILITIES. ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES MUST BE

PROTECTED FROM DAMAGE BY CONSTRUCTION EQUIPMENT AND OPERATIONS. EXCAVATION WILL

NOT BE ALLOWED PRIOR TO UTILITY POTHOLING WITHIN THE LIMITS OF CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING

UTILITIES AND FOR THE PROTECTION OF AND REPAIR OF DAMAGE TO THEM. CONTACT

UNDERGROUND SERVICE ALERT 1-800-642-2444, AT LEAST 3 WORKING DAYS BEFORE IN

ACCORDANCE WITH CURRENT USA NORTH 811 GUIDELINES.

6. PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST CONTACT ALL UTILITY COMPANIES WITH

REGARD TO WORKING OVER, UNDER, OR AROUND EXISTING FACILITIES AND TO OBTAIN

INFORMATION REGARDING RESTRICTIONS THAT ARE REQUIRED TO PREVENT DAMAGE TO THE

FACILITIES.

7. THE CONTRACTOR MUST COMPLY WITH THE CORPS OF ENGINEERS SAFETY & HEALTH MANUAL (EM

385-1-1) AND OBTAIN A PERMIT FROM THE STATE DIVISION OF INDUSTRIAL SAFETY (2424 ARDEN WAY, SUITE 165, SACRAMENTO, CA; PHONE NO. 916-263-2800) FOR ALL TRENCH EXCAVATION FIVE (5) FEET

OR MORE IN DEPTH PRIOR TO BEGINNING ANY EXCAVATION. A COPY OF THIS PERMIT SHALL BE

AVAILABLE AT THE SITE AT ALL TIMES.

8. THE CONTRACTOR MUST PROVIDE TEMPORARY FENCING, GATES, OR BARRIERS WHENEVER

EXISTING FENCING, GATES, OR BARRIERS ARE REMOVED BY THE END OF EACH WORK DAY ON WHICH

FENCE REMOVAL OCCURS. GATES AND FENCES AT ALL ACCESS LOCATIONS SHALL BE PROTECTED

AND LOCKED DURING NON-WORKING HOURS.

9. A SILT FENCE OR OTHER APPROVED TEMPORARY EROSION CONTROL MEASURE MUST BE INSTALLED

AS REQUIRED BY THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY THE

CONTRACTOR.

10. EARTHEN MATERIAL FOR BACKFILL MUST BE FROM SOURCES PROVIDED BY THE CONTRACTING

OFFICER UNLESS OTHERWISE NOTED.

11. THE PROJECT SCHEDULE AND WORK PLAN MUST BE APPROVED BY THE CONTRACTING OFFICER, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

12. TIME OF WORK PERFORMED BY THE CONTRACTOR MUST BE IN CONFORMANCE WITH THE HOURS

IDENTIFIED IN THE SPECIFICATIONS.

13. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY

SIGNS, BRIDGES, BARRICADES, FLAGGERS, AND OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE

GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR THE PROPER ROUTING OF VEHICULAR AND

PEDESTRIAN TRAFFIC. CONSTRUCTION OPERATIONS MUST COMPLY WITH THE WORK AREA AND THE

CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (CAMUTCD). THE CONTRACTOR IS TO

PROVIDE TO THE COUNTY TRAFFIC ENGINEERS FOR REVIEW, A PLAN SHOWING TRAFFIC CONTROL

MEASURES AND/OR DETOURS FOR VEHICLES AFFECTED BY THE CONSTRUCTION WORK. THE

APPROVED PLAN MUST BE DELIVERED TO THE CONSTRUCTION INSPECTOR PRIOR TO THE

IMPLEMENTATION OF TRAFFIC CONTROL MEASURES. PUBLIC CONVENIENCE, PUBLIC SAFETY AND

TRAFFIC CONTROL MUST BE PROVIDED IN ACCORDANCE WITH CALTRANS CONSTRUCTION

SPECIFICATIONS AND AS DIRECTED BY THE CONTRACTING OFFICER. SAFE VEHICULAR AND

PEDESTRIAN ACCESS MUST BE PROVIDED AT ALL TIMES DURING CONSTRUCTION.

14. THE CONTRACTOR MUST MAINTAIN ALL EXISTING DRAINAGE AND IRRIGATION FACILITIES WITHIN THE

CONSTRUCTION AREA UNTIL NEW IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.

15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS

AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS

DESTROYED DURING CONSTRUCTION MUST BE REPLACED AT THE CONTRACTORS EXPENSE.

16. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING AND/OR EXCEEDING PRE-EXISTING

CONSTRUCTION CONDITIONS AFTER CONSTRUCTION IS COMPLETED.

PROJECT CONTACT LIST

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PHONE

U.S.A. --- ---

(800) 227-2600

SPONSOR SAFCA JOHN BASSETT

(916) 874-7606

OWNER (O&M)

RD 1000 STEVE YAEGER

(530) 305-7211

FEDERAL AGENCY

MARKUS BOEDTKER (CIVIL)

KHALED CHOWDHURY (GEOTECHNICAL)

JOSEPH MARINO (SURVEY)

(916) 557-6637

(916) 557-5309

(916) 557-6625

HABITAT MANAGER NATOMAS BASIN CONSERV. JOHN ROBERTS

(916) 649-3331

IRRIGATION NMWC BRETT GRAY

(916) 419-5938

ELECTRICITY PG&E JOSHUA DEADMORE

(530) 634-6405

SEWER/WATER/DRAINAGE SUTTER COUNTY GUADALUPE RIVERA

(530) 822-7400

TRANSPORTATION SUTTER COUNTY SCOTT RIDDLE

(530) 822-7400

REPRESENTATIVE

PUBLIC/

UTILITY SERVICE RESPONSIBLE ENTITY

USACE

AIR QUALITY FRAQMD

SONDRA SPAETHE

(530) 634-7659 x210

SPONSOR DWR/CVFPB MORGAN O'BRIEN

(916) 574-0271

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PUMPING PLANT 4 STAGING AREA

±1.15 acres

PUMPING PLANT 4 WINDOW (PP4)

SANKEY CANAL

STOCKPILE LOCATIONS

LEGEND

NOTES

1. HAUL ROUTES ARE TO BE LANDWARD OF THE

LEVEE. THE LEVEE CROWN MAY NOT BE USED

AS A HAUL ROUTE.

2. CONSTRUCTION TRAFFIC MAY NOT EXCEED

LEGAL LOADS FOR ROADS AND BRIDGES TO

BE USED.

STAGING AREA

HAUL ROUTE

STOCKPILE LOCATION

SCALE 1"=1000'

0 1000' 2000'

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M O

E A

T U

R E

N A

T O

M A

A S

M P

I N

L A

D I F

I C

A T

I O

N S

I N

O U

I G

T R

E E

S A

C R

A M

E N

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S A

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A M

E N

T R

I C

A N

S I

35-020-017

35-010-002

35-010-009

35-130-003

STOCKPILE LOCATIONS

SCALE: 1" = 200'

PUMPING PLANT 4 STAGING AREA

SCALE: 1" = 200'

PUMPING PLANT 4 STAGING AREA:

APPROX. 1.15 ACRES IN THE AREA BETWEEN

EXISTING POWER POLES/OHE AND LEVEE

TOE ROAD; STARTING APPROX. 450 FEET

SOUTHWEST OF PUMPING PLANT 4.

PUMPING PLANT 4

EXISTING POWER POLE

0 200' 400'

LEGEND

STAGING AREA

HAUL ROUTE

EXISTING POWER POLE

PARCEL BOUNDARY

NORTHERN MAIN CANAL

ADDITIONAL STOCKPILING AREA

BETWEEN LEVEE TOE ROAD AND

SANKEY CANAL EMBANKMENT.

SANKEY CANAL CROSSING MAY BE USED

ONLY BY EMPTY HAUL TRUCKS PROVIDED

THE SHALLOW UNDERGROUND PIPES ARE

ADEQUATELY COVERED WITH STEEL

PLATING AND/OR FILL. CONTRACTOR'S

WORK PLAN TO INCLUDE COVER DETAILS

FOR GOVERNMENT AND NMWC REVIEW

AND APPROVAL.

EXISTING SEPTIC DISPOSAL MOUND AND

EFFLUENT PIPE.

EXISTING TURNOUT PIPE.

EXISTING DISCHARGE PIPES.

POWER POLE

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

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C H

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D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

F I

G-007

S T

A G

I N

A R

G E

H A

O E

D T

K E

R s

O E

D T

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S A

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FINAL DRAWINGS

A M

E R

I C

M O

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T U

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N A

T O

M A

A S

M P

I N

L A

D I F

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STOCKPILE LOCATIONS

NATOMAS REACH D REFERENCE ALIGNMENT

LINE AND CURVE TABLES

LINE TABLE - "R" LINE

LINE #

L10

L11

L12

L13

L14

L15

LENGTH

831.90'

847.78'

293.02'

425.81'

1130.27'

708.24'

339.91'

224.15'

82.89'

684.69'

1120.77'

1375.31'

418.40'

1797.21'

3364.00'

DIRECTION

N31° 56' 22.16"E

N30° 42' 20.40"E

N33° 13' 35.24"E

N50° 59' 49.72"E

N52° 07' 43.08"E

N52° 39' 26.11"E

N51° 38' 38.88"E

N53° 51' 33.93"E

N51° 20' 48.29"E

N52° 46' 31.87"E

N52° 06' 45.41"E

N51° 49' 41.96"E

N53° 00' 43.59"E

N52° 34' 10.40"E

N52° 04' 37.59"E

START POINT

(6674894.35, 2047052.32)

(6675345.64, 2047776.67)

(6675801.83, 2048542.92)

(6676231.69, 2049085.94)

(6676593.53, 2049378.48)

(6677500.37, 2050083.61)

(6678091.36, 2050534.91)

(6678419.46, 2050792.64)

(6678670.15, 2050978.10)

(6678774.22, 2051060.54)

(6679337.76, 2051488.84)

(6680232.46, 2052185.07)

(6681395.54, 2053098.04)

(6681729.74, 2053349.76)

(6683156.90, 2054442.11)

END POINT

(6675334.45, 2047758.28)

(6675778.54, 2048505.59)

(6675962.39, 2048788.03)

(6676562.59, 2049353.93)

(6677485.76, 2050072.35)

(6678063.44, 2050513.21)

(6678357.91, 2050745.84)

(6678600.48, 2050924.84)

(6678734.89, 2051029.88)

(6679319.42, 2051474.74)

(6680222.30, 2052177.12)

(6681313.68, 2053035.03)

(6681729.74, 2053349.76)

(6683156.90, 2054442.11)

(6685810.55, 2056509.62)

START STA

8+04.42

16+57.85

25+49.62

32+45.85

37+11.15

48+59.88

56+03.48

60+20.72

63+32.58

64+65.34

71+73.17

83+06.85

97+85.46

102+03.86

120+01.07

END STA

16+36.32

25+05.63

28+42.64

36+71.65

48+41.42

55+68.12

59+43.39

62+44.87

64+15.47

71+50.03

82+93.95

96+82.15

102+03.86

120+01.07

153+65.07

CURVE TABLE - "R" LINE

CURVE #

C10

C11

C12

RADIUS

1000.00'

1300.00'

2000.00'

2600.00'

5000.00'

LENGTH

21.53'

44.00'

403.20'

39.50'

18.45'

35.36'

77.33'

87.71'

49.87'

23.14'

12.90'

103.30'

1.234°

2.521°

17.771°

1.131°

0.529°

1.013°

2.215°

2.513°

1.429°

0.663°

0.284°

1.184°

CHORD DIRECTION

N31° 19' 21.28"E

N31° 57' 57.82"E

N42° 06' 42.48"E

N51° 33' 46.40"E

N52° 23' 34.60"E

N52° 09' 02.50"E

N52° 45' 06.41"E

N52° 36' 11.11"E

N52° 03' 40.08"E

N52° 26' 38.64"E

N51° 58' 13.68"E

N52° 25' 12.77"E

(6675334.45, 2047758.28)

(6675778.54, 2048505.59)

(6675962.39, 2048788.03)

(6676562.59, 2049353.93)

(6677485.76, 2050072.35)

(6678063.44, 2050513.21)

(6678357.91, 2050745.84)

(6678600.48, 2050924.84)

(6678734.89, 2051029.88)

(6679319.42, 2051474.74)

(6680222.30, 2052177.12)

(6681313.68, 2053035.03)

(6675345.64, 2047776.67)

(6675801.83, 2048542.92)

(6676231.69, 2049085.94)

(6676593.53, 2049378.48)

(6677500.37, 2050083.61)

(6678091.36, 2050534.91)

(6678419.46, 2050792.64)

(6678670.15, 2050978.10)

(6678774.22, 2051060.54)

(6679337.76, 2051488.84)

(6680232.46, 2052185.07)

(6681395.54, 2053098.04)

START STA

16+36.32

25+05.63

28+42.64

36+71.65

48+41.42

55+68.12

59+43.39

62+44.87

64+15.47

71+50.03

82+93.95

96+82.15

END STA

16+57.85

25+49.62

32+45.85

37+11.15

48+59.88

56+03.48

60+20.72

63+32.58

64+65.34

71+73.17

83+06.85

97+85.46

STAGING AREA

POINT #

NORTHING

2052499.0681

2052561.3739

2052952.4791

2052890.1626

EASTING

6680950.8698

6680902.3003

6681403.9928

6681452.5730

40+00 50+00

60+00 70+00

80+00

90+00

100+00 110+00 120+00

130+00 140+00

150+00

L4 C4

L5 C5 L6 C6 L7

C9 L10 C10 L11 C11

L12

C12

REFERENCE ALIGNMENT - "R" LINE

CP #7

CP #8

CP #10

PUMPING PLAN 4 WINDOW

L13 L14 L15

1. BASIS OF SURVEY DATA IS NAD83 (HORIZONTAL) AND NAVD88 (VERTICAL).

TOPOGRAPHIC SURVEY AND AERIAL MAPPING IS PROVIDED BY PSOMAS INC

(CONTROLS) AND SUPPLEMENTED BY WOOD RODGERS, INC. SURVEY COMPLETED

11/17/2015.

2. BASELINE COORDINATES, DISTANCE, AND STATIONING SHOWN ON THE PLANS ARE

"GRID" BASED UPON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 2

(NAD83)(92). MULTIPLY GRID DISTANCES BY 1.00006027 TO OBTAIN GROUND

DISTANCES.

GENERAL NOTES

1. THE FOLLOWING CONTROL POINTS HAVE BEEN ESTABLISHED BY PSOMAS, INC. FOR

THE CONTRACTOR'S USE ON THE PROJECT.

2. THE CONTRACTOR MUST PRESERVE AND PROTECT ALL CONTROL POINTS. WHERE

CONTROL POINTS CONFLICT WITH OR WILL BE REMOVED BY CONSTRUCTION

ACTIVITIES, THE CONTRACTOR MUST REMOVE AND REPLACE THE CONTROL POINTS

AT CONTRACTOR'S EXPENSIVE.

3. CONTROL POINTS DISTURBED BY CONTRACTOR OPERATIONS MUST BE REPLACED

AT THE CONTRACTOR'S EXPENSE.

4. SURVEY CONTROL POINTS WILL BE VERIFIED BY SAFCA PRIOR TO START OF

CONSTRUCTION.

SURVEY CONTROL POINTS

7 6676437.53 2045584.97 26.09 FD SET 3-1/2" ALUMINUM DISK

CP # NORTHINGEASTING ELEVATION SURVEY ID

8 6674650.31 2046343.35 47.91 FD SUTTER COUNTY BM

10 6683271.25 2054397.35 32.12 FD SET 3-1/2" ALUMINUM DISK

CP #

LEGEND

CONTROL POINT

SCALE 1"=500'

0 500' 1000'

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

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T E

D A

T E

C O

N T

R A

C H

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K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

S P

F I

G-008

S U

R V

T R

E R

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I G

N M

E N

H A

O E

D T

K E

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O E

D T

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S A

G d w g

FINAL DRAWINGS

A M

E R

I C

M O

E A

T U

R E

N A

T O

M A

A S

M P

I N

L A

D I F

I C

A T

I O

N S

I N

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T R

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S A

C R

A M

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S A

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A M

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REFERENCE SHEET NO.

ON WHICH SECTION OR

DETAIL IS DRAWN OR

SECTION OR DETAIL SHOWN

ON SAME SHEET

SECTION OR DETAIL

IDENTIFICATION

STRUCTURAL ABBREVIATIONS (SEE SHEET PP4 A-001 FOR ARCHITECTURAL ABBREVIATIONS AND LEGENDS)

SECTION AND DETAIL CROSS REFERENCING CONVENTIONS

EARTH FILL

ROCKLINE

FROM WHICH SECTION

OR DETAIL WAS CUT

CONCRETE IN SECTION/ELEV

SECOND STAGE CONCRETE/GROUT/

STEEL

RUBBER

GRAVEL

STRUCTURAL SYMBOLS

B/B

BDY

B.F.

BLK

BOC

BOF

BOT

BRG

BRKT

BTW

C.C.

CEM

C.G., CG

CL, C.L., ℄

CLKG

CLR

CLSM

CJP

CMP

CMU

CONT

COL

CONC.

CONN

CONST

CONTR

COR

CTR

CTRJ

CTRP

CRJ

CY CUBIC YARD

DEG OR (°)

DIA, Ø

DIAG

DET, DTL

DIST.

DIM

D/S, D.S.

DWG

E.F.

EL.

ELEC

ELEV

EMBED

ENGR

EOC

ESTABL

EQ.

EQPT

EXIST/(E)

EXP

EXT, EXTR

FCM

FDN

FIN

FLG

FT. OR (')

FTG

FOW

FPS

GA.

GALV

G.B.

GEN

GUT

HDPE

HEX

HORIZ

HSS

HWY

IBC

I.D.

I.F.

IN OR (")

INTMD

INTR

INTSCT

INV.

IPD

K, KIP

KCF

KLF

KSF

KSI

LB., LBS

L.F.

L.O.L.

LONG

MATL.

MAX.

MECH.

MEAS

MFR

MIN.

MISC.

MON.

MPH

MSA

O.C.

O.D.

O.F.

OPNG

OPP

ORIG

PARA

P/C

PCC

PCC PVMNT

PCF

PERM.

PERP

PL, PLT, ⅊

PLATF

PLF

PNT.

PRL

PROD

PROJ

PRPSD

P/S

PSF

PSI

PVC

PVMNT

R, RAD.

R/C, RC

R.C.P.

REF.

REV

REQ.

REINF.

R/W

SCHED

SECT.

SHT.

SIM

SF, S.F.

SPC.

SPEC.

SQ.

S.S.

STA.

STD

STL

STIF

STIRR

STR

SURV

SYMM., SYM

TAN

T.B.D.

TEMP

THRD

THK

T&B

T.F.

TOC

TOG

TOP

TOW

TOPO

TOS

TOT

TRANSV

TYP

EAST

EACH

EACH FACE

ELEVATION (HT)

ELECTRICAL

ELEVATION (VIEW)

EXPANSION JOINT

EMBEDDED, EMBEDMENT

ENGINEER

EDGE OF CONCRETE

EACH SIDE

ESTABLISHED

EQUALLY

EQUIPMENT

EXISTING

EXPANSION

EXTERIOR

BAR DIAMETER

DEGREE

DIAMETER

DIAGONAL

DETAIL

DISTANCE

DEVELOPMENT LENGTH, DEAD LOAD

DIMENSION

DOWN

DOWNSTREAM

DRAWING

CENTER TO CENTER

CEMENT

CURB FACE

CENTER OF GRAVITY

CENTERLINE

CAULKING

CLEAR

CONTROLLED LOW STRENGTH MATERAL

COMPLETE JOINT PENETRATION

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CONTINUOUS

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTRACTOR

CONTRACTING OFFICER REP

COMPLETE PENETRATION

CROSS STREAM

CENTER

CONTROL JOINT

CONTROL POINT

CONSTRUCTION JOINT

CONTRACTION JOINT

BACK TO BACK

BOTTOM OF

BOLT CIRCLE

BOUNDARY

BOTTOM FACE, BOTH FACES

BLOCK

BEAM

BOTTOM OF CONCRETE

BOTTOM OF FOOTING

BOTTOM

BEARING

BRACKET

BETWEEN

FRACTURE CRITICAL MEMBER

FOUNDATION

FAR FACE

FINISH GRADE

FINISH

FLANGE

FOOT OR FEET

FOOTING

FACE OF WALL

FULL PENETRATION (WELDING)

FEET PER SECOND

GAUGE

GALVANIZED

GRADE BREAK

GENERAL

GRADE

GRADE LINE, GROUND LINE

GUTTER

HIGH DENSITY POLYETHYLENE

HEXAGONAL

HOOK

HORIZONTAL

HIGH POINT

HIGH STRENGTH

HOLLOW STEEL SECTION

HEIGHT

HIGHWAY

INTERNATIONAL BUILDING CODE

INSIDE DIAMETER

INSIDE FACE

ISOLATION JOINT

INCHES

INTERMEDIATE

INTERIOR

INTERSECTION

INVERT

ISABELLA PROJECT DATUM

JOINT

1,000 LB

KIPS PER CUBIC FEET

KIPS PER LINEAR FEET

KIPS PER SQUARE FEET

KIPS PER SQUARE INCH

LENGTH

POUND(S) WEIGHT

LINEAR FEET

LIFT JOINT

LIVE LOAD

LAY OUT LINE

LONGITUDINAL

LOW POINT

LEFT

MATERIAL

MAXIMUM

MECHANICAL

MEASURE

MANUFACTURER

MILE

MINIMUM

MISCELLANEOUS

MARK(ED)

MATCH LINE

MONOLITH

MILES PER HOUR

MAXIMUM SIZE AGGREGATE

NEW

NORTH

NORTH AMERICAN VERTICAL DATUM

NOT IN CONTRACT

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OPPOSITE HAND

OPENING

OPPOSITE

ORIGINAL

PARAGRAPH

POINT OF CURVATURE

PRECAST CONCRETE

POINT OF COMPOUND CURVATURE

PORTLAND CEMENT CONCRETE PAVEMENT

POUND-FORCE PER CUBIC FOOT

PERMANENT

PERPENDICULAR

PROFILE

PROPERTY LINE

PLATE

PLATFORM

POUND-FORCE PER LINEAR FOOT

PAINT

PARALLEL

PRODUCED

PROJECT

PROPOSED

PRESTRESSED CONCRETE

POUND-FORCE PER SQUARE FOOT

POUNDS-FORCE PER SQUARE INCH

POST-TENSIONED, POINT OF TANGENCY

POLYVINYL CHLORIDE

PAVEMENT

RADIUS, RADIAN

REINFORCED CONCRETE

REINFORCED CONCRETE PIPE

ROAD

REFERENCE

REVISION/ REVISED

REQUIRED

REINFORCING OR REINFORCED

REFERENCE MARK

RIGHT

RIGHT OF WAY

RETAINING WALL

SCHEDULE

SECTION

SHEET

SIMILAR

SLOPE EQUAL TO

SOUTH

SQUARE INCH, SQUARE INCHES

SQUARE FEET, SQUARE FOOT

SPACED OR SPACES OR SPACING

SPECIFICATION

SQUARE

STAINLESS STEEL

STRUCTURAL TUBE

STATION

STANDARD

STEEL

STIFFENER

TANGENT

TO BE DETERMINED

TEMPORARY OR TEMPERATURE

THREAD OR THREADED

THICK OR THICKNESS

TOP AND BOTTOM

TOP FACE

TOP OF CONCRETE

TOP OF GRADE

TOP OF PAVEMENT

TOP OF WALL

TOPOGRAPHY

TOP OF STEEL

TOTAL

TRANSVERSE

TYPICAL

JOINT FILLER

JOINT SEAL

CENTERLINE

PLUS/MINUS

REFERENCE POINT / ELEVATION

NOT IN CONTRACT

STEP

ABT

ACI

ADD, ADD'L

ADJ

AGG

AISC

ALT

ANCH

AP, APPROX

ASCE

ASTM

AVG

AND

AGGREGATE BASE

ABOUT

ASPHALT CONCRETE

AMERICAN CONCRETE INSTITUTE

ADDITIONAL, ADDITION

ADJACENT

AGGREGATE

AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALTERNATIVE

ANCHOR

APPROXIMATE

AMERICAN SOCIETY OF CIVIL

ENGINEERS

AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AVERAGE

ANGLE

E.W. EACH WAY

LEVELING COURSE

(N)

NAVD

NIC

NO OR (#)

NTS, N.T.S.

UNO, UON UNLESS NOTED OTHERWISE

U/S, U.S. UPSTREAM

VAR VARIES

VCP VENTRIFIED CLAY PIPE

VERT VERTICAL

W WEST, WIDE FLANGE

W/ WITH

W/O WITHOUT

WD WIDTH, WIDE

W.L. WORKING LINE

WP WORK POINT

W.S. WATERSTOP, WATER SURFACE

WT WEIGHT

XS EXTRA STRONG

EXCAVATION/BACKFILL/EARTH

COMPACTION

STIRRUP(S)

STRUCTURE

SURVEY

SYMMETRICAL

EASMT EASEMENT

S-XXX

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

S O

L I C

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A T

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D E

S I G

N E

D E

S C

R I P

T I O

M A

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S I Z

S U

B M

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D A

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C O

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2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

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S P

D E

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S A

G d w g

I N

N I S

A T

T H

E W

A s

I C

H E

U I E

S T

R U

C T

U R

B B

R E

V I A

T I O

N S

Y M

B O

L S

E C

T I O

N D

C R

O S

E F

E R

E N

C I N

O N

V E

N T

I O

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G-020

A M

E R

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M O

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M A

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M P

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S I D

S A

FINAL DRAWINGS

2. ALL LAP SPLICES SHALL BE CLASS B UNLESS NOTED OTHERWISE. LAP SPLICES AND EMBEDMENT (DEVELOPMENT) LENGTHS

CONCRETE AND REINFORCEMENT

(MEASURED IN INCHES) SHALL BE AS FOLLOWS, UNO:

1. CHAMFER ALL EXPOSED CORNERS AND EDGES TO 3/4" UNO.

EXISTING CONDITIONS

THE CONTRACTOR SHALL FIELD VERIFY EXISTING AND PROPOSED (NIC) CONDITIONS PERTINENT TO THE WORK PRIOR TO MATERIAL

FABRICATION AND/OR CONSTRUCTION. FIELD CONDITIONS DIFFERENT FROM THOSE NOTED ON THE CONSTRUCTION DRAWINGS SHALL

BE PROMPTLY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. ITEMS TO BE FIELD VERIFIED INCLUDE BUT ARE NOT

LIMITED TO:

LOCATION, DIMENSIONS, AND ELEVATIONS OF EXISTING STRUCTURES, STRUCTURAL ELEMENTS, EQUIPMENT UTILITIES, WHICH

HAVE BEEN SHOWN AS REFERENCE ON THE DRAWINGS AND MAY AFFECT NEW CONSTRUCTION.

HORIZONTAL AND VERTICAL CLEARANCES.

HORIZONTAL AND VERTICAL TIE-IN POINTS.

ALL WORK SHOWN ON THESE DRAWINGS SHALL BE COORDINATED WITH ADJACENT CONSTRUCTION.

DRAWINGS THAT SHOW CONSTRUCTION OR DIMENSIONS WITH THE ADDITION INDICATE RELATED ITEMS, BUT ARE NOT TO BE RELIED ON FOR

EXACT INFORMATION.

COORDINATION REQUIREMENTS

a. TABLE VALUES FOR SPLICES ARE BASED ON ACI 318, SECTION 25.5.2 FOR CLASS B SPLICES.

b. LAP SPLICES SHALL BE STAGGERED LONGITUDINALLY PER ACI 318.

c. ALL SPLICES SHALL BE THE SPLICE LENGTH OF THE LARGER BAR SIZE BUT NOT LESS THAN 12" UNLESS SHOWN OTHERWISE.

d. TABLE VALUES FOR DEVELOPMENT AND SPLICE LENGTH ARE BASED ON ACI 318, SECTION 25.4.2.3 AND 25.5.2 FOR GRADE 60 BARS.

e. UNO, ALL EMBEDMENTS BEYOND FACES OF OPENINGS OR SUPPORTS SHALL CONFORM TO THE APPROPRIATE TABLE SHOWN ABOVE.

f. TOP BARS ARE STRAIGHT HORIZONTAL BARS LOCATED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS PLACED BELOW.

g. OTHER BARS ARE STRAIGHT HORIZONTAL BARS LOCATED SUCH THAT 12 INCHES OR LESS OF FRESH CONCRETE IS PLACED BELOW

OR STRAIGHT VERTICAL BARS.

BAR

SIZE

CONCRETE f'c = 4000 PSI

SPLICE

EMBEDMENT

(DEVELOPMENT)

TOP OTHER TOP OTHER

3 15 12 12 9

4 20 15 15 12

5 25 19 19 15

6 29 23 23 18

7 43 33 33 25

8 49 37 37 29

9 55 42 42 33

10 62 47 47 37

11 68 53 53 41

3. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. UNO.

4. REINFORCEMENT SHALL BE ASTM A615 FOR A YIELD STRENGTH OF 60,000 PSI UNO.

5. PROVIDE 3 INCHES OF CLEAR COVER FOR REINFORCED CONCRETE UNO.

6. ALL SPACING BETWEEN REBARS ARE MEASURED CENTER TO CENTER UNO.

7. VERTICAL CONSTRUCTION JOINTS ARE NOT ALLOWED UNLESS INDICATED ON THE DRAWINGS OR APPROVED BY THE COR.

VERTICAL CONTRACTION JOINTS ARE ONLY ALLOWED WHERE SPECIFIED.

8. ALL FORMED SURFACES MUST MEET FINISH REQUIREMENTS AS SPECIFIED IN SPECIFICATION SECTION 03 31 01. REFER TO

SPECIFICATIONS FOR PREPARATION OF CONCRETE JOINT SURFACE. WATERSTOP SHALL BE THOROUGHLY CLEANED BEFORE PLACING

CONCRETE.

9. REINFORCEMENT MAY BE SPLICED AT LOCATIONS OTHER THAN THOSE SHOWN ON THE DRAWINGS AS APPROVED BY THE COR.

10. ELEVATIONS REFER TO FEET IN NAVD88.

TABLE NOTES

GENERAL STRUCTURAL NOTES

2. ALL LAP SPLICES SHALL BE CLASS B UNLESS NOTED OTHERWISE. LAP SPLICES AND EMBEDMENT (DEVELOPMENT) LENGTHS

CONCRETE AND REINFORCEMENT

(MEASURED IN INCHES) SHALL BE AS FOLLOWS, UNO:

1. CHAMFER ALL EXPOSED CORNERS AND EDGES TO 3/4" UNO.

BASIS OF DESIGN

SPECIAL INSPECTION AND TESTING REQUIREMENTS FOR ELECTRICAL BUILDING (SEE SHEETS PP4 S-001, S-100, S-501, AND S-502).

THE CONTRACTOR SHALL FIELD VERIFY EXISTING AND PROPOSED (NIC) CONDITIONS PERTINENT TO THE WORK PRIOR TO MATERIAL

FABRICATION AND/OR CONSTRUCTION. FIELD CONDITIONS DIFFERENT FROM THOSE NOTED ON THE CONSTRUCTION DRAWINGS SHALL

BE PROMPTLY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. ITEMS TO BE FIELD VERIFIED INCLUDE BUT ARE NOT

LIMITED TO:

HAVE BEEN SHOWN AS REFERENCE ON THE DRAWINGS AND MAY AFFECT NEW CONSTRUCTION.

ALL WORK SHOWN ON THESE DRAWINGS SHALL BE COORDINATED WITH ADJACENT CONSTRUCTION.

DRAWINGS THAT SHOW CONSTRUCTION OR DIMENSIONS WITH THE ADDITION INDICATE RELATED ITEMS, BUT ARE NOT TO BE RELIED ON FOR

EXACT INFORMATION.

COORDINATION REQUIREMENTS

AISC STEEL CONSTRUCTION MANUAL, 15TH EDITION

ASCE 7-16: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

AWS D1.1, 2020: STRUCTURAL WELDING CODE - STEEL

ER 1110-2-1806, USACE 1995: EARTHQUAKE DESIGN AND EVALUATION FOR CIVIL WORKS PROJECTS

EM 1110-2-2007. USACE 1995: STRUCTURAL DESIGN OF CONCRETE LINED FLOOD CONTROL CHANNELS

EM 1110-2-2100, USACE 2005: STABILITY ANALYSIS OF CONCRETE STRUCTURES

EM 1110-2-2102, USACE 1995: WATERSTOPS AND OTHER PREFORMED JOINT MATERIALS FOR CIVIL WORKS STRUCTURES

EM 1110-2-2104, USACE 2016: STRENGTH DESIGN FOR REINFORCED CONCRETE HYDRAULIC STRUCTURES

EM 1110-2-2400, USACE 2003: STRUCTURAL DESIGN AND EVALUATION OF OUTLET WORKS

EM 1110-2-2502, USACE 1989: RETAINING AND FLOOD WALLS

EM 1110-2-2902, USACE 1998: CONDUITS, CULVERTS, AND PIPES

EM 1110-2-3104, USACE 1989: STRUCTURAL AND ARCHITECTURAL DESIGN OF PUMPING STATIONS

EM 1110-2-6050, USACE 1999: RESPONSE SPECTRA AND SEISMIC ANALYSIS OF CONCRETE HYDRAULIC STRUCTURES

EM 1110-2-6051, USACE 2003: TIME-HISTORY DYNAMIC ANALYSIS OF CONCRETE STRUCTURES

EM 1110-2-6053, USACE 2007: EARTHQUAKE DESIGN AND EVALUATION OF CONCRETE HYDRAULIC STRUCTURES

ER 1110-1-12, USACE 2006: QUALITY MANAGEMENT

ER 1110-2-1156, USACE 2010: POLICY AND PROCEDURES

INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION

TABLE NOTES

ACI 318-19: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY

TMS 402-16: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

UNITED FACILITIES CRITERIA (UFC) 1-200-01, USACE 20 JUN 2016, DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS)

SPECIAL INSPECTION SHALL BE PROVIDED AS REQUIRED BY SECTION 1704 AND 1705 OF THE IBC.

SPECIAL INSPECTIONS AND TESTING FOR SEISMIC RESISTANCE SHALL BE PERFORMED FOR ALL ITEMS AS REQUIRED BY

SECTION 1707 AND 1708 OF THE IBC.

THE CONTRACTOR SHALL GIVE THE CONTRACTING OFFICER AND SPECIAL INSPECTOR 48 HOURS ADVANCED NOTICE PRIOR

TO THE REQUIRED INSPECTION. CONTRACTOR SHALL FACILITATE THE INSPECTION PROCESS. A SPECIAL INSPECTOR FROM

AN INDEPENDENT TESTING FIRM SHALL BE HIRED BY THE CONTRACTOR AND APPROVED BY THE COR.

STRUCTURAL OBSERVATION SHALL BE PER SECTION 1710 OF THE IBC. STRUCTURAL OBSERVATION MUST BE CONTINUOUS

FOR ALL CONCRETE PLACEMENT AND CMU GROUTING.

PROVIDE SPECIAL INSPECTION FOR THE FOLLOWING ITEMS:

1. PLACEMENT OF REINFORCING STEEL.

2. TAKING OF CONCRETE TEST SPECIMENS AND PLACING OF ALL CONCRETE ANCHORS IN IN-SITU MATERIAL.

3. STEEL FIELD BOLTING AND FIELD WELDING.

STRUCTURAL STEEL

1. STEEL FABRICATION MUST BE PERFORMED BY AISC CERTIFIED FABRICATOR.

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DBAR SIZE

A OR G J A OR G

180° HOOKS 90° HOOKS

2 1/2"

3 3/4"

4 1/2"

5 1/4"

9 1/2"

10 3/4"

12"

10"

11"

1'-3"

1'-5"

1'-7"

1'-1 1/4"

1'-2 3/4"

11 3/4"

10"

1'-0"

1'-2"

1'-4"

1'-7"

1'-10"

2'-0"

STANDARD HOOKS AND BENDS

D= Finished bend diameters

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135°

HOOK

12d for #6,7,8

6d for #3,4,5

D-inBAR SIZE

A OR G A OR G

135° HOOKS

1 1/2"

2 1/2"

4 1/2"

3 3/4"

90° HOOKS

4 1/2"

5 1/2"

2 1/2"

6 4 1/2" 1'-0" 4 1/2"8"

7 5 1/4" 1'-2" 5 1/4"9"

8 6" 1'-4" 6"10 1/2"

*H DIMENSION IS APPROXIMATE

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BAR

DIAMETER

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12d

A OR G

90°

HOOK

180°

HOOK

SINGLE LEG STIRRUP

D= Finished bend diameters d

BAR

DIAMETER

BAR SIZE

STANDARD HOOK

DEVELOPMENT LENGTH LdH f'c = 4000 psi

12"

14"

17"

19"

21"

24"

27"

AREA OF CONCRETE

AND REINFORCEMENT

TO REMOVE

LINE OF

SAW CUT

AREA OF CONCRETE

AND REINFORCEMENT

TO REMAIN

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AFTER REINFORCEMENT

REMOVAL, BACKFILL VOID

WITH ASTM C-881 TYPE IV

OR V EPOXY. (SIMILAR FOR

HORIZONTAL BARS ALONG

LINE OF SAW CUT)

DETAIL - TYPICAL CONCRETE AND REINFORCEMENT

DEMOLITION

NOTES:

1. ALL BENDS AND HOOKS SHALL BE STANDARD BENDS AND HOOKS IN

CONFORMANCE WITH ACI 318-14.

2. SEE ACI 318-14 FOR GUIDANCE ON MODIFICATION FACTORS TO STANDARD

HOOK DEVELOPMENT LENGTH.

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NOTES:

1. STATIONS SHOWN ON PROFILE ARE FOR THE REFERENCE ALIGNMENT - "R" LINE (SEE SHEET G-008)

2. SEE SHEET C-101 FOR BORING LOCATIONS.

3. ELEVATIONS SHOWN FOR BELOW GRADE PIPES WERE ESTIMATED BASED ON AVAILABLE INFORMATION. CONTRACTOR TO FIELD VERIFY.

4. Nf IS THE STANDARD PENETRATION RESISTANCE N-VALUE MEASURED IN THE FIELD.

5. N60 IS THE SPT N-VALUE CORRECTED FOR FIELD PROCEDURES, APPARATUS, AND HAMMER EFFICIENCY.

NORTH DRAINAGE CANAL

49.21

CHECK SHOT

29.90

CHECK SHOT

49.21

CHECK SHOT

29.90

CHECK SHOT

52.94

CHECK SHOT

29.90

CHECK SHOT

29.91

CONTROL POINT

49.19

CHECK SHOT

29.90

CHECK SHOT

49.19

CHECK SHOT

E x

N: 2053120.19

E: 6681656.23

N: 2052977.33

E: 6681784.83

N: 2052870.38

E: 6681748.30

N: 2052842.33

E: 6681738.89

N: 2052880.87

E: 6681486.88

N: 2052831.26

E: 6681432.16

N: 2052991.53

E: 6681789.66

N: 2052966.24

E: 6681794.93

N: 2052832.87

E: 6681735.67

N: 2053022.50

E: 6681555.07

N: 2052837.38

E: 6681440.07

N 2,052,800

N 2,052,900

N 2,053,000

N 2,053,100

N 2,053,200

N 2,053,300

N 2,053,400

N 2,052,700

N 2,052,800

N 2,052,900

N 2,053,000

N 2,053,100

N 2,053,200

N 2,053,300

N 2,053,400

N 2,052,700

N 2053239

E 6681368

N 2053198

E 6681527

N 2053160

E 6681271

N 2052823

E 6681022

N 2052688

E 6680863

N 2052795

E 6681292

N 2052717

E 6681353

N 2052914

E 6681600

N 2052987

E 6681614

N 2053061

E 6681628

N 2,053,500N 2,053,500

N 2,053,600N 2,053,600

N 2,052,600

N 2,052,500

N 2,052,600

N 2,052,500

N 2052566

E 6680976

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REFERENCE ALIGNMENT "R" LINE.

SEE GENERAL NOTE 3.

SEE ENLARGED

SITE/GRADING PLANS

(C-132/C-142)

EXISTING LEVEE ROAD

ACCESS RAMP TO REMAIN

SEE ENLARGED

SITE/GRADING PLANS

(C-131/C-141)

EXISTING VESTAL DRAIN

OUTFALL LOCATION

N 2052800

E 6681745

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, ALL SHEET REFERENCES

ON THIS SHEET ARE PUMPING PLANT 4 PLANS (B-, C-,

S-, A-, ETC.)

2. REFER TO G- SHEETS FOR GENERAL NOTES AND

INFORMATION APPLICABLE TO ALL WINDOWS OF

REACH D PROJECT.

3. SEE SHEET G-008 FOR SURVEY CONTROL POINTS AND

REFERENCE ALIGNMENT "R" LINE DATA.

4. SEE SHEET G-006 AND G-007 FOR HAUL ROUTES AND

CONTRACTOR STAGING AREAS.

5. SEE SHEET CD111 FOR GENERAL SITE DEMOLITION

FOR PUMP PLANT 4 CONSTRUCTION.

6. SEE ENLARGED SITE PLANS C-131 THRU C-132 FOR

ADDITIONAL INFORMATION/REQUIREMENTS OF SITE

FEATURES.

KEY NOTES

1. RD1000 PUMPING PLANT #4 (PP4) MODIFICATION

CONSTRUCTION LIMIT.

2. PIPE RAISE/MODIFICATION AREA. SEE SHEETS C-121 AND

C-122 FOR PLANS AND PROFILES.

3. EXISTING PUMPING PLANT #4.

4. NEW ELECTRICAL BUILDING AND TANSFORMER PAD.

5. PP4 PERIMETER SECURITY FENCE.

6. EXISTING LEVEE ROAD ACCESS RAMP TO BE RELOCATED.

GRADE TO MATCH ADJACENT LEVEE SLOPE.

7. NEW LEVEE ROAD ACCESS RAMP.

8. REALIGNED LEVEE TOE ROAD.

9. NEW ACCESS RAMP TO SANKEY CANAL ROAD.

10. NEW DRIVE-THRU ACCESS TO TRASH RAKE.

11. APPROXIMATE LOCATION OF TEMPORARY COFFERDAM

FOR DEWATERING NORTH DRAINAGE CANAL FOR PP4

MODIFICATION.

12. POTENTIAL PLANTING AREA FOR WILLOW POLES. SEE

SHEET C-501 FOR PLANTING DETAILS. SEE SHEET C-501

NOTE 5 FOR WILLOW POLE PLANTING EXCLUSION.

BORING LOCATIONS. SEE SHEET B-101 FOR STICK LOG

PROFILES.

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AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

( 1 inch = 60 feet ) x

E x

N: 2053120.19

E: 6681656.23

N: 2052870.38

E: 6681748.30

N: 2052842.33

E: 6681738.89

N: 2052880.87

E: 6681486.88

N: 2052831.26

E: 6681432.16

N: 2052832.87

E: 6681735.67

E x

N: 2053022.50

E: 6681555.07

N: 2052837.38

E: 6681440.07

E x

N 2,052,800

N 2,052,900

N 2,053,000

N 2,053,100

N 2,053,200

N 2,053,300

N 2,052,700

N 2,052,800

N 2,052,900

N 2,053,000

N 2,053,100

N 2,053,200

N 2,053,300

N 2,052,700

N 2,052,600N 2,052,600

I N

GENERAL NOTES

1. UNLESS OTHERWISE NOTED, ALL SHEET REFERENCES ON THIS SHEET

ARE PUMPING PLANT 4 PLANS (B-, C-, S-, A-, ETC.).

2. REFER TO G- SHEETS FOR GENERAL NOTES AND

INFORMATION APPLICABLE TO ALL WINDOWS OF REACH D

PROJECT.

3. SEE SHEET G-008 FOR SURVEY CONTROL POINTS AND

REFERENCE ALIGNMENT "R" LINE DATA.

4. SEE SHEET G-006 AND G-007 FOR HAUL ROUTES AND

CONTRACTOR STAGING AREAS.

5. SEE PP4 STRUCTURAL SHEETS FOR SUMP MODIFICATION

AND STRUCTURAL DEMOLITION REQUIREMENT.

6. EXISTING SITE PHOTOS REFERENCED IN KEY NOTES ARE

SHOWN ON SHEET R-901. THESE PHOTOS ARE DATED

AND SHOWN FOR REFERENCE PURPOSE ONLY.

CONTRACTOR MUST VERIFY THE CURRENT CONDITIONS

OF SITE FEATURES DURING PROJECT SITE WALK PRIOR

TO BID PROPOSAL.

7. SEE SPECIFICATION 02 41 00 DEMOLITION FOR

DEMOLITION REQUIREMENTS.

KEY NOTES

1. SEE SHEETS C-121 AND C-122 FOR PIPE RELOCATION

RELATED DEMOLITION AND EXCAVATION. EXISTING

CATHODIC PROTECTION ANODE FIELD TO BE ABANDONED

IN PLACE.

2. REMOVE AND DISPOSE EXISTING PUMP HOUSE, METAL

BLDING. SEE SITE PHOTO 1/R-901.

3. REMOVE AND DISPOSE CONCRETE TRASH REMOVAL PIT

AND HANDRAIL; CONCRETE RAMP & RETAINING WALLS ON

2 SIDES. SEE SITE PHOTO 1/R-901.

4. REMOVE AND DISPOSE EXISTING LIGHT POLES, 2 EA. SEE

SITE PHOTO 3/R-901.

5. REMOVE AND DISPOSE EXISTING TRASH RAKE ASSEMBLY

AND GUARDRAIL. SEE SITE PHOTO 2/R-901.

6. EXISTING PG&E OVERHEAD POWER LINE, POWER POLES,

AND ANCHORS TO REMAIN AND BE REMOVED AFTER

PUMPING PLANT 4 CONSTRUCTION BY PG&E.

7. REMOVE AND DISPOSE EXISTING TRANSFORMER, PAD

(8'X10'), AND PROTECTIVE BOLLARD. SEE SITE PHOTO

3/R-901.

8. REMOVE AND DISPOSE ROCK SLOPE PROTECTION,

APPROXIMATELY 890 SF. SEE SITE PHOTO 2 & 4/R-901.

9. REMOVE AND DISPOSE EXISTING CONCRETE SLOPE

LINING, APPROXIMATELY 2,000 SF, 4" THICK. SEE SITE

PHOTO 2 & 3/R-901.

10. REMOVE AND DISPOSE EXISTING STORM DRAIN

CONCRETE HEADWALL AND TRASHRACK AT INLET.

REMOVE AND DISPOSE EXISTING 48" RCP.

11. EXISTING PIPES (48" DIA WSP) ARE TO BE DISPOSED.

12. EXISTING STORM DRAIN TO REMAIN.\

13. EXISTING PG&E OVERHEAD POWER LINE, POWER POLES,

AND ANCHORS HAVE BEEN REMOVED PRIOR TO PUMPING

PLANT 4 CONSTRUCTION BY PG&E.

(FEET)40 40 80 1600 1200

GRAPHIC SCALE

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AutoCAD SHX Text

REFERENCE ALIGNMENT "R" LINE. SEE GENERAL NOTE 3.

AutoCAD SHX Text

PP4 CONSTRUCTION LIMIT/BOUNDARY SEE SHEET C-101 FOR BOUNDARY COORDINATES.

EXISTING RIPRAP TO REMAIN IN PLACE

95+00 96+00 97+00 98+00 99+00 100+00 101+00

WSE = 45.3

TOP OF LEVEE CROWN AT

AB SUBGRADE

CLSM PIPE BACKFILL, SEE

DETAIL E7/C-521

PIPE #1

PIPE #2

PIPE #3

NEW W.S.P. DISCHARGE PIPES. ALL PIPES ARE 48" EXCEPT PIPE

#2 THAT IS REDUCED TO 42" THROUGH LEVEE CREST SECTION.

SEE C-122 FOR PIPE PROFILE.

LEVEE DEGRADE

REMOVE (E) 48"

PIPES

TOP OF (E) CUTOFF WALL - ELVATION 35.0

(E) GROUND

0.5

0.0%

-1 .0

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G R

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25.63

UNKNOWN UTILITY

40.12

BLOW OFF VALVE

40.24

BLOW OFF VALVE

O H

ACCESS ROAD

95+00

96+00

97+00 98+00

99+00

100+00

101+00

102+00

(E) LEVEE ROAD

NATOMAS CROSS CANAL

APPROXIMATE LIMITS

OF EARTHWORK FOR

PIPE RAISE

(E) LEVEE ROAD CL

REFERENCE ALIGNMENT

"R" LINE (SEE G-010)

APPROXIMATE BOUNDARIES OF SLOPE RAISE

FOR NEW PIPE COVER, LATERAL TRANSITION

SLOPE @ 5% TO EXISTING LEVEE SLOPE. SEE

PROFILE ON C-122 FOR MINIMUM PIPE COVER.

MAKE SMOOTH TRANSITION. TYPICAL

GRADE BREAK OF SLOPE RAISE. MAKE

SMOOTH ROUND LATERAL TRANSITION

EXISTING RIPRAP TO REMAIN IN PLACE

PIPE #1

PIPE #3

PIPE #2

NCCL-08-15

NCCL-08-16

NCCL-08-17

NCCB-6-19

NCCB-6-20

Reference Alignment R-Line

Station=95+00.00

Offset=18.77' R

N 2052907.70

E 6681182.08

Reference Alignment R-Line

Station=96+00.00

Offset=23.30' R

N 2052965.95

E 6681263.49

Reference Alignment R-Line

Station=97+00.00

Offset=27.04' R

N 2053024.72

E 6681344.36

Reference Alignment R-Line

Station=98+00.00

Offset=27.65' R

N 2053084.70

E 6681423.79

Reference Alignment R-Line

Station=99+00.00

Offset=25.76' R

N 2053146.37

E 6681502.54

Reference Alignment R-Line

Station=100+00.00

Offset=21.20' R

N 2053210.18

E 6681579.67

155 LF TURBIDITY CURTAIN

GENERAL WILLOW POLE PLANTING AREA.

SEE NOTE 4.

PLAN

PROFILE - CL OF EXISTING LEVEE ROAD

SCALE: 1" = 40'

GENERAL NOTES:

1. EXISTING LEVEE CENTERLINE IS AN APPROXIMATE CENTERLINE

DEVELOPED FROM THE TOPOGRAPHIC MAPS.

2. EXCAVATION MATERIAL TO BE UTILIZED AS BACKFILL FOR THE

PROJECT IN ACCORDANCE WITH THE REQUIREMENTS OF

EARTHWORK SPECIFICATION 31 00 00. TYPICAL.

3. PROFILE STATIONS SHOWN ARE REFERENCE ALIGNMENT 'R' LINE

STATIONS.

4. POTENTIAL PLANTING AREA FOR WILLOW POLES. SEE SHEET C-501

FOR PLANTING DETAILS. SEE SHEET C-501 NOTE 5 FOR WILLOW

POLE PLANTING EXCLUSION.

(FEET)4 8 160 12

( 1 inch = 4 feet, on ANSI D full size plot )

VERTICAL

DIMENSIONS & ELEVATIONS ON THIS SHEET ARE IN FEET UNLESS OTHERWISE NOTED.

(FEET)40 80 1600 12040

( 1 inch = 40 feet, on ANSI D full size plot )

GRAPHIC SCALE

HORIZONTAL

BORING LOCATIONS. SEE SHEET B-101 FOR STICK LOG PROFILES.

S O

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

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C-121

L E

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FINAL DRAWINGS

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1+00 25 50 75

2+00 25 50 75

3+00 25 50 75

3+90

EXISTNG GROUND

REFERENCE ALIGNMENT "R" LINE

REMOVE AND DISPOSE OF

EXIST. DRESSER STYLE 38

FLEX COUPLING (EA. PIPE)

EXIST. 48" W.S.P. DISCHARGE PIPES

FL @ PUMP PLANT WALL

#1=16.28

#2=13.78

#3=16.28

#1 & #3

EXISTNG GROUND

TOP OF EXIST. PIPES (3)=39.50

WSE = 45.3

WATERSIDE LANDSIDE

ELEV=35.2±

FL =17.3 48" W.S.P. (EA. PIPE)

DISCHARGE STRUCTURE, SEE

DETAILS ON SHEET S-104

2-FT MIN COVER (TYP), SEE C-121 FOR

RAISED COVER BOUNDARIES

REMOVE 24" DIAMETER CMP NUMBER 16-GAGE GALVANIZED

RISER AND SALVAGE SIPHON BREAKER AND AIR RELEASE VALVE

(EA.PIPE)

PLACE 285 LF OF 48"-3/8" W.S.P. WITH TAPE COAT (EPOXY COAT

PERMISSIBLE IN CLSM ENCASEMENT ZONE), TYPICAL EA. PIPE.

DEGRADE LIMIT (TYP)

EXIST. CUTOFF

WALL CL

EXIST. LEVEE CL

FL =46.0 W.S.P. (EACH PIPE)

INSTALL 48" SMITH-BLAIR MODEL 975 DISMANTLING JOINT, OR APPROVED EQUAL (EA.PIPE)

CONSTRUCT CONCRETE VAULT STRUCTURE PER DETAILS ON SHEET S-103. ENSURE VAULT IS PLACED MAX. 1 FT. ABOVE LEVEE CROWN. INSTALL GOV'T PROVIDED 48" AMERICAN FLOW CONTROL

SERIES 2500 RESILIENT WEDGE GATE VALVE WITH

FLANGED ENDS AND BEVEL GEARING ACTUATOR

REMOVE AND DISPOSE OF

295 LF EXIST. PIPE (EA. PIPE)

CLSM PIPE BACKFILL, SEE TYPICAL DETAIL

E7/C-521

FINISH GRADE

FL =45.5 W.S.P. (EACH PIPE)

PIPES IN CROWN

SECTION SLOPE TO

DRAIN, TYP. EACH PIPE

DEGRADE LIMIT

REFER TO SHEET M-501/7 FOR NEW

48" DISCHARGE PIPES ELEVATION

E X

I S

U M

P L A

A L L

INSTALL DRESSER STYLE

45° BEND/THRUST BLOCK

INSTALL DRESSER…

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File details come from the government source that posted it. Updated Dec 30, 2020.