Drawings - GENERAL SHEETS.pdf

PDF 26 MB Posted Jun 23, 2022

Attached to: Folsom Main, Left Wing and Right Wing Dams Federal contract opportunity
Solicitation number: W91238-22-R-0055
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a draft federal solicitation and related technical drawings. The U.S. Army Corps of Engineers Engineering District Sacramento is seeking to elevate the Folsom Main, Left Wing and Right Wing Dams as outlined in draft solicitation number W91238-22-R-0055. The pre-solicitation opportunity involves raising the elevation of the three dams to provide additional flood protection. The attached technical drawings titled "Drawings - GENERAL SHEETS.pdf" contain unspecified design details relevant to the dam elevation project. No other salient information is included regarding response dates, pricing terms, set asides, or incumbent contractors.

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Other files for this federal contract opportunity

Other files attached to Folsom Main, Left Wing and Right Wing Dams, newest first.
File	Type	Posted
VOLUME II - RIGHT WING DAM (2).pdf	PDF	Jun 24, 2022
VOLUME II - RIGHT WING DAM (1).pdf	PDF	Jun 24, 2022
Drawings - VOLUME I - MAIN DAM.pdf	PDF	Jun 23, 2022
Specifications - LRWD and Main Damns.pdf	PDF	Jun 23, 2022
Drawings - VOLUME III - LEFT WING DAM.pdf	PDF	Jun 23, 2022
W91238-22-R-0055.pdf	PDF	Jun 23, 2022

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100% DQC SUBMITTAL

US Army Corps of Engineers

Last saved by: L2EDDBMS(2022-02-18) Last Plotted: 2022-03-04

Filename: C:\PWWORK\CESPK\D1049965\G-001-MRL.DWG

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SACRAMENTO DISTRICT

AMERICAN RIVER WATERSHED, CALIFORNIA

FOLSOM DAM RAISE PROJECT

VOLUME I - MAIN DAM

VOLUME II - RIGHT WING DAM

VOLUME III - LEFT WING DAM

W91238-XX-X-XXXX

07 MARCH 2022

GENERAL SHEETS

US Army Corps of Engineers

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G-001

USACE SACRAMENTO

SIGNATURE BLOCK

PREPARED UNDER THE DIRECTION OF:

Col. Corps of Engineers, Sacramento District

APPROVED BY:

/s/ Rick Poeppelman P.E.

Chief, Engineering Division

APPROVED FUNCTIONAL ADEQUACY:

/s/ John M. Carroll Jr., P.E.

Chief, General Civil Branch, Dam Safety Production Center

James J.Handura

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Last saved by: L2EDDBMS(2022-03-07) Last Plotted: 2022-03-07

Filename: C:\PWWORK\CESPK\D1049965\G-002-MRL.DWG

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G-002

VOLUME I - MAIN DAM SHEET INDEXGENERAL SHEET INDEX

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Last saved by: L2EDDBMS(2022-02-11) Last Plotted: 2022-03-04

Filename: C:\PWWORK\CESPK\D1049965\G-003-MRL.DWG

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VOLUME II - RIGHT WING DAM SHEET INDEX

VOLUME III - LEFT WING DAM SHEET INDEX

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Last saved by: L2EDDWKJ(2021-06-29) Last Plotted: 2022-03-04

Filename: C:\PWWORK\CESPK\D1049965\G-004-MRL.DWG

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ABBREVIATIONS

L ANGLE

AB AGGREGATE BASE

ABV ABOVE

AGGR AGGREGATE

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APE AREA OF POTENTIAL EFFECTS

APPD APPROVED

APPROX APPROXIMATE

ASPH ASPHALT

AUTO AUTOMATIC

AVG AVERAGE

BC BRASS CAP

BCCP BRASS CAP ON CONCRETE PAD

BDRY BOUNDARY

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BEGIN POINT

BRG BEARING

BRG PL BEARING PLATE

BTWN BETWEEN

CHK CHECK

CI CURB INLET

CL CENTER LINE, CLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CTR CENTER

CU FT CUBIC FEET

CU YD CUBIC YARDS

d PENNY (AS IN NAIL - 10D)

DAT DATUM

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DTL DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DN DOWN

DR DRAIN

DWG DRAWING

E EAST

EA EACH

EG EXISTING GRADE

EL ELEVATION

ELEC ELECTRIC

EMER EMERGENCY

ENTR ENTRANCE, ENTERING

EP EDGE OF PAVEMENT, END POINT

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE(D)

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

FCG FACING

FDTN FOUNDATION

FES FLARED END SECTION (HDPE)

FG FINISHED GRADE

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH

FN FENCE

FPM FEET PER MINUTE

FS FULL SIZE

FT FEET

FTG FOOTING

FUT FUTURE

GAL GALLON(S)

GC GENERAL CONTRACTOR

GEN GENERAL

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GT GROUT

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HSS HOLLOW STRUCTURAL STEEL

HT HEIGHT

HYDR HYDRAULIC

Hz HERTZ

ID INSIDE DIAMETER

IN INCH

INCL INCLUDED

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

KWY KEYWAY

LAB LABORATORY

LB POUND

LBL LABEL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LO VERTICAL LOW POINT

LONG LONGITUDINAL

LPT LOW POINT

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

m METER

MATL MATERIAL

MAX MAXIMUM

MFD METAL FLOOR DECKING

MFG MANUFACTURING

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G-004

MFR MANUFACTURER

MG MOTOR GENERATOR

MH MANHOLE

MIAD MORMON ISLAND AUXILIARY DAM

MIN MINIMUM

MISC MISCELLANEOUS

mm MILLIMETERS

MOD. MODIFIED

MOT MOTOR

MTL METAL

MVBL MOVABLE

N NORTH

NAD83 NORTH AMERICAN DATUM 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

NAT NATURAL

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NM NONMETALLIC

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

O&M OPERATION AND MAINTENANCE

OC OVERCROSSING

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OH OVERHEAD

OHT OVERHEAD TRANSMISSION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PC PIECE

PCF POUNDS PER CUBIC FOOT

PD PAVEMENT DRAIN

PERF PERFORATED

PERIM PERIMETER

PG PROJECTED GRADE

PH PHASE

PI POINT OF INTERSECTION

PL PROPERTY LINE

PLAT PLATFORM

PLF POUNDS PER LINEAR FOOT

PORT PORTABLE

PPM PARTS PER MILLION

PR PAIR

PRKG PARKING

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT. POINT

PV PAVED

PVC POINT VERTICAL CURVE

PVG PAVING

PVI POINT VERTICAL INTERSECTION

PVT POINT VERTICAL TANGENCY

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

REF REFERENCE

REG REGISTER

REM REMOVE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RH RIGHT HAND

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RSP ROCK SLOPE PROTECTION

RVS REVERSE

S SOUTH

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SD STORM DRAIN

SECT SECTION

SEQ SEQUENCE

SHLDR SHOULDER

SHT SHEET

SIM SIMILAR

SPCL SPECIAL

SPEC SPECIFICATION

SQ SQUARE

STA STATION

STD STANDARD

STOR STORAGE

ST PR STATIC PRESSURE

SYMM SYMMETRICAL

SYS SYSTEM

TAN TANGENT

TECI TELAMON ENGINEERING CONSULTANTS, INC

TEL TELEPHONE

TEMP TEMPORARY

TERM TERMINAL

THK THICKNESS

THRES THRESHOLD

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TR-8 TOE ROAD - DIKE 8 ALIGNMENT

TRAN TRANSVERSE

TYP TYPICAL

UGND UNDERGROUND

UNEX UNEXCAVATED

UNFIN UNFINISHED

UTIL UTILITY

V VOLT

VERT VERTICAL

VOL VOLUME

W WEST

W/ WITH

W/O WITHOUT

WP WEATHERPROOF

WT WEIGHT

WTH WIDTH

YD YARD

SECTION AND DETAIL CROSS REFERENCING CONVENTIONS

S-XXX

SECTION OR DETAIL

IDENTIFICATION

SECTION OR DETAIL

SHOWN ON SAME SHEET

REFERENCE SHEET NO.

ON WHICH SECTION OR

DETAIL IS DRAWN OR

FROM WHICH SECTION

OR DETAIL WAS CUT

STAGING AREA AND

CONSTRUCTION BOUNDARY LIMIT

SYMBOLS

EXISTING GRADE LINE

ROCK SLOPE PROTECTION

EMBANKMENT FILL

FILTER SAND / SAND BEDDING (AS INDICATED ON PLANS)

AGGREGATE BASE COURSE

FENCING (EXISTING)

HAUL ROUTE

AREA SPOT ELEVATION

CATCH BASIN

DRAIN INLET

DRILL HOLE

EXISTING PIEZOMETER LOCATION

FIRE HYDRANT

FIRE HYDRANT, HIGH PRESSURE

JOINT POLE

LIGHT POLE

LIGHT POLE/JOINT POLE

MANHOLE

MUNI POLE

SIGN POLE

HIGH WATER MARK ELEVATION

OVERHEAD POWER

OVERHEAD TRANSMISSION

OHP

OHT

SAN

USASS (SANITARY SEWER)

CONTOUR LINES (PROPOSED)

CONTOUR LINES (MAJOR)

FENCING (PROPOSED)

CONTOUR LINES (MINOR)123

F F

ELECTRICAL/FIBER OPTIC LINE

FIBER OPTIC LINE

GUARD RAIL

EXCAVATION AREA

SURVEY CONTROL POINT AND NUMBER

SURVEY MONUMENT

SWING GATE

TRAFFIC SIGNAL

UNDERGROUND SERVICE ALERT (USA)

USAE (ELECTRIC)

USAFO (FIBER OPTICS)

USAFW (AWSS)

USAG (GAS)

USASD (STORM DRAIN)

USAT (TELEPHONE)

USAW (WATER)

USACA (CATV)

UTILITY DRAIN

UTILITY POLE

UTILITY POST

UTILITY BOX

UTILITY LIGHT

SECTION/PLAN VIEW

STAGING AREA

CONCRETE

EARTH FILL

ROCKLINE

MECHANICAL REINFORCEMENT SPLICE COUPLER

REFERENCE POINT

ANCHOR INSTALLED IN ROCK

ANCHOR INSTALLED IN SHEAR ZONE

PLUS/MINUS

CENTER LINE

PIEZOMETER

EXCAVATION LIMITS

LIMITS OF FILL

BLENDED ZONES A/B

HOT MIX ASPHALT

1. GENERAL NOTES ARE APPLICABLE TO ALL WORK UNLESS NOTED OTHERWISE.

2. ACCESS TO THE PROJECT IS LIMITED TO THE ACCESS POINTS SHOWN ON THE

DRAWINGS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE CAPACITY OF ALL

BRIDGES, CULVERTS, SAN JUAN WATER DISTRICT BURIED PIPELINES AND ALL

OTHER BURIED PIPELINES TO BE CROSSED BY HAUL VEHICLES AND FOR

DESIGNING AND PROVIDING OVERLOAD PROTECTION MEASURE IF NEEDED.

4. GRID COORDINATES REFER TO THE STATE PLANE COORDINATE SYSTEM OF 1983

(SPCS 83), CALIFORNIA ZONE 2.

5. VERTICAL DATUM REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

1988 (NAVD88), U.S. SURVEY FOOT. HORIZONTAL DATUM REFERENCED TO THE

NORTH AMERICAN DATUM OF 1983 (NAD 83), U.S. SURVEY FOOT.

6. STAGING AREAS PER PLANS ARE APPROXIMATE AND WILL BE DETERMINED IN

THE FIELD BY THE CONTRACTING OFFICER. SHOULD CONTRACTOR NEED

ADDITIONAL AREA, MUST COORDINATE WITH COR.

7. TYPICAL SECTIONS DEFINE IMPROVEMENT GEOMETRY AND MATERIAL TO BE

UTILIZED THROUGH THE LIMITS OF IMPROVEMENT UNLESS OTHERWISE NOTED.

TRANSITION END OF IMPROVEMENT AS INDICATED TO CONFORM TO EXISTING

GRADE.

8. THE LOCATIONS OF EXISTING UTILITIES, IF ANY, ARE APPROXIMATE AND HAVE

NOT BEEN INDEPENDENTLY VERIFIED BY THE CONTRACTING OFFICER OR THEIR

REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION

AND ELEVATION OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE, ALONG

THE CONSTRUCTION ACCESS ROUTE AND IN THE STAGING AREAS BEFORE

COMMENCING WORK. THE CONTRACTOR SHALL PROTECT ALL UTILITIES,

INCLUDING STEEL PLATING, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND

ALL DAMAGES WHICH MIGHT BE CAUSED BY THE CONTRACTOR'S FAILURE TO

LOCATE AND PRESERVE ANY AND ALL UTILITIES. CONTRACTOR SHALL

COORDINATE WITH UTILITY OWNERS AND OBTAIN ALL PERMITS NECESSARY TO

WORK AROUND EXISTING UTILITIES.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SIZES AND LOCATIONS OF

ALL EXISTING FACILITIES, UNDERGROUND UTILITIES, AND FEATURES TO REMAIN

BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER OF ANY DISCREPANCIES.

10. ALL TEMPORARY EARTHWORK ASSOCIATED WITH THE CONSTRUCTION MUST BE

APPROVED BY THE CONTRACTING OFFICER.

11. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A PRECONDITION SITE

SURVEY PRIOR TO THE START OF CONSTRUCTION. ANY DAMAGE CAUSED BY

THE CONTRACTOR TO EXISTING FACILITIES SHALL BE REPAIRED OR REPLACED

AT THE CONTRACTORS EXPENSE TO MEET PRE-CONSTRUCTION CONDITIONS

AND TO THE SATISFACTION OF THE CONTRACTING OFFICER. ANY ROADS,

CURBS, GUARDRAILS, SIGNS, FENCES, UTILITIES, FLOOD CONTROL STRUCTURES

STAGING AND LAYDOWN AREAS WILL BE REPLACED OR REPAIRED TO

APPLICABLE STANDARDS AT THE CONTRACTORS EXPENSE TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

12. EXISTING ROADWAYS SHALL BE KEPT CLEAR OF MUD AND DEBRIS.

13. ALL DISTURBED AREAS, INCLUDING STAGING AREAS AND CUT SLOPES, THAT

ARE NOT SHOWN AS BEING PROTECTED BY EROSION CONTROL ROCK

PROTECTION ON THE PLANS SHALL BE SEEDED PER THE SPECIFICATIONS.

14. DRAWINGS DEPICTED ARE BASED ON A PLOTTING AREA OF 22"x34" (D SIZE).

CONFIRM SCALE FOR DRAWINGS PLOTTED AT ALL OTHER DIMENSIONS.

15. EXCAVATED GRADES TO BE INSPECTED AND APPROVED BY THE CONTRACTING

OFFICER PRIOR TO PLACEMENT OF ANY FILL MATERIALS PER THE

SPECIFICATION.

16. THE CONTRACTOR SHALL EXAMINE THE DOCUMENTS AND SHALL NOTIFY THE

CONTRACTING OFFICER OF ANY DISCREPANCIES WHICH MAY BE FOUND PRIOR

TO THE START OF WORK.

17. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES, UNLESS NOTED

OTHERWISE.

18. FOR CONDITIONS DEVIATING FROM THE "TYPICAL" AND NOT SPECIFICALLY

DETAILED IN THE PLANS, THE CONTRACTOR SHALL VERIFY CONSTRUCTION

DETAILS WITH THE CONTRACTING OFFICER.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF

ALL TRADES AND SUBCONTRACTORS UNDER THE CONTRACTOR'S JURISDICTION.

20. THE BASELINE (CENTER LINE) SHOWN ON THE DRAWINGS IS THE CONSTRUCTION

REFERENCE LINE FOR THE PROJECT FACILITIES SHOWN. THE CONTRACTOR

SHALL ESTABLISH THE BASELINE AND ANY OFFSETS REQUIRED.

21. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING SURVEY

MARKERS AS SHOWN ON SHEET V-001 AND V-002. SURVEY MARKERS

DESTROYED DURING CONSTRUCTION SHALL BE REESTABLISHED BY A LICENSED

LAND SURVEYOR IN THE STATE OF CALIFORNIA AT THE CONTRACTOR'S

EXPENSE. CONTRACTOR SHALL PROVIDE CONTRACTING OFFICER WITH AT

LEAST 48 HOURS ADVANCE NOTICE PRIOR TO REPLACEMENT.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL

FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS APPLICABLE TO

ALL WORK PERFORMED UNDER THE CONTRACT.

23. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE CORPS OF

ENGINEERS SAFETY & HEALTH REQUIREMENTS MANUAL (EM385-1-1 LATEST

VERSION).

24. INFORMATION CONTAINED WITHIN THESE DRAWINGS SHALL NOT BE CONSTRUED

TO PERMIT WORK NOT CONFORMING TO THE REFERENCED OR APPLICABLE

CODES.

25. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION, AND SEDIMENT

CONTROL MEASURES IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS

AND APPROVED SWPPP.

26. DUST CONTROL, EROSION CONTROL, AND SEDIMENT CONTROL MEASURES,

INCLUDING STREET CLEANING AT WORK AREA ENTRANCES SHALL BE

CONTINUOUSLY MAINTAINED.

27. COMPACTION REQUIREMENTS MUST BE CONDUCTED IN ACCORDANCE WITH

PROJECT SPECIFICATIONS.

28. THE CONTRACTOR SHALL MAINTAIN AND OPERATE CONSTRUCTION EQUIPMENT

TO MINIMIZE EXHAUST EMISSIONS. DURING CONSTRUCTION, TRUCKS AND

EQUIPMENT SHALL BE OPERATED ONLY WHEN NECESSARY AND ENGINES SHALL

BE SHUT OFF WHEN TRUCKS ARE BEING LOADED, UNLOADED OR ARE

OTHERWISE STATIONARY FOR A PERIOD OF MORE THAN 10 MINUTES.

EQUIPMENT SHALL BE MAINTAINED IN GOOD CONDITION AND WELL TUNED TO

MINIMIZE EXHAUST EMISSIONS.

29. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN DESCRIBING

METHODS TO SAFELY CONTROL TRAFFIC ON PUBLIC ROADWAYS IN AND

AROUND THE SITE.

30. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR

FURNISHING AND MAINTAINING ALL WARNING SIGNS, DEVICES, AND FEATURES

NECESSARY TO PROTECT THE HEALTH AND SAFETY OF THE GENERAL PUBLIC

AND WORKERS AND TO PROVIDE FOR THE PROPER AND SAFE ROUTING OF

VEHICULAR AND PEDESTRIAN TRAFFIC DURING THE PERFORMANCE OF THE

WORK.

31. EXISTING FENCING AND GATES WITHIN THE WORK LIMITS SHALL BE REMOVED

AS REQUIRED FOR CONSTRUCTION AND AS SPECIFIED ON THE DRAWINGS.

FENCING TO BE REMOVED FOR CONSTRUCTION SHALL BE APPROVED BY THE

COR UNLESS OTHERWISE SHOWN ON THE DRAWINGS. SALVAGE OF FENCING

ITEMS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. WHERE EXISTING

FENCING OR BARRIERS ARE REMOVED, TEMPORARY BARRIERS SHALL BE

PROVIDED. FENCING AND GATES SHALL BE REPLACED FOLLOWING

CONSTRUCTION.

32. DRAWINGS SHOWN WITH AERIAL PHOTOS ARE PROVIDED FOR REFERENCE

ONLY. ALL FACILITIES MAY NOT BE SHOWN ON PHOTOS. THE CONTRACTOR

SHALL SATISFY ITSELF AS TO THE LOCATION OF EXISTING FACILITIES THAT MAY

BE AFFECTED BY CONSTRUCTION.

33. SEE SPECIFICATIONS FOR MEASURES TO BE APPLIED WHEN WORKING AROUND

TREES TO BE PROTECTED.

34. ALL MATERIALS USED FOR CONSTRUCTION SHALL CONFORM TO THE MATERIAL

REQUIREMENTS OF THE SPECIFICATIONS AND BE COMPACTED TO THE IN PLACE

DENSITY REQUIRED BY THE SPECIFICATIONS.

35. DIMENSIONS SHOWN ON CROSS SECTIONS INDICATE PERPENDICULAR

THICKNESS UNLESS OTHERWISE INDICATED.

36. THE CONTRACTOR SHALL DEVELOP AND FOLLOW AN APPROVED STORM WATER

POLLUTION PREVENTION PLAN IN ACCORDANCE WITH SECTION 01 57 23,

TEMPORARY STORM WATER POLLUTION CONTROL, OF THE SPECIFICATIONS.

37. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND ADHERING TO ALL

PERMITS AS REQUIRED BY FEDERAL, STATE OR LOCAL REGULATIONS.

38. THE JOINT FEDERAL PROJECT IS A COOPERATIVE EFFORT BETWEEN THE U.S.

ARMY CORPS OF ENGINEERS AND THE U.S. DEPARTMENT OF THE INTERIOR,

BUREAU OF RECLAMATION, THAT SERVES AS ONE PIECE OF A LARGER PLAN TO

HELP THE SACRAMENTO REGION ARCHIVE A 200-YEAR LEVEL OF PROTECTION.

THE JOINT FEDERAL PROJECT IS THE PRIMARILY THE CONSTRUCTION OF AN

AUXILIARY SPILLWAY, CONSISTING OF; A CONTROL STRUCTURE CONTAINING SIX

SUBMERGED TAINTER GATES; A 3,000 FOOT LONG SPILLWAY CHUTE AND A

STILLING BASIN THAT ACTS AS AN ENERGY DISSIPATER; AND AN 1,100 FOOT

LONG APPROACH CHANNEL.

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G-005

GENERAL NOTES:

SACRAMENTO

SAN FRANCISCO

ROSEVILLE

NEWCASTLE

FOLSOM

LAKE

FOLSOM

RANCHO

CORDOVA

SACRAMENTO

SITE AREA

SIERRA

COLLEGE

BOULEVARD

AUBURN

PROJECT VICINITY

OREGON

ARIZONA

MEXICO

RIVER

S U

N R

I S

O U

L E

V A

R D

SACRAMENTO

INTERNATIONAL

AIRPORT

WEST

SACRAMENTO

BUSINESS

DOUGLAS

BOULEVARD

FOLSOM

AUBURN

ROAD

GREEN

VALLEY

ROAD

FOLSOM

LAKE

CROSSING

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US Army Corps of Engineers

Last saved by: L2EDDBMS(2022-02-14) Last Plotted: 2022-03-04

Filename: C:\PWWORK\CESPK\D1049965\G-006-MRL.DWG

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FOLSOM LAKE

VICINITY MAP

SCALE: NTS

PROJECT LOCATION MAP

SCALE: NTS

NORTH

SITE MAP

SCALE: 1" = 400'

800'0 400'

FLOODWALL

SITE AREA

L S

A D

JEDEDIAH SMITH

MEMORIAL TRAIL

NORTH

FLOODWALL

SITE AREA

FOLSOM DAM AUXILIARY

SPILLWAY CONTROL STRUCTURE

SPUR DIKE

FLOODWALL SITE

AREA

FOLSOM LAKE

CROSSING

FLOODWALL SITE

AREA

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BEALS POINT

RECREATION AREA

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N: 2019704.50

E: 6805090.20

N: 2019739.71

E: 6805040.31

N: 2020981.05

E: 6801714.44

N: 2021312.82

E: 6801317.14

N: 2021876.02

E: 6798562.90

N: 2025224.11

E: 6798314.64

N: 2025232.46

E: 6798251.72

N: 2025006.54

E: 6798159.47

N: 2021459.73

E: 6798127.93

N: 2020881.24

E: 6801414.09

N: 2021008.94

E: 6800682.53

N: 2021131.49

E: 6800059.19

N: 2021023.22

E: 6799999.64

N: 2020920.67

E: 6800014.30

N: 2020960.87

E: 6799580.05

N: 2020893.86

E: 6799519.34

N: 2021164.87

E: 6799580.63

N: 2020709.56

E: 6802107.81

N: 2020523.91

E: 6802101.54

N: 2020323.90

E: 6802445.54

N: 2020437.49

E: 6802543.15

N: 2020317.24

E: 6802853.17

N: 2020154.35

E: 6802760.46

N: 2019668.24

E: 6803634.36

N: 2019431.78

E: 6803190.27

N: 2019623.79

E: 6804287.39

N: 2019155.82

E: 6804774.14

N: 2019065.68

E: 6804785.31

N: 2019815.03

E: 6804809.81

N: 2019851.50

E: 6804579.58

N: 2019660.98

E: 6804313.93

N: 2018553.25

E: 6805054.40

N: 2018498.01

E: 6805012.05

N: 2018733.30

E: 6804698.48

N: 2018771.81

E: 6804730.14

N: 2024603.10

E: 6798384.24

N: 2021877.78

E: 6798103.34

N: 2022156.12

E: 6798158.79

N: 2022235.05

E: 6798161.86

N: 2022349.38

E: 6798146.24

N: 2022394.91

E: 6798155.06

N: 2019053.26

E: 6804867.71

N: 2020773.30

E: 6801604.32

N: 2024829.79

E: 6798144.33

N: 2018617.24

E: 6804849.79

N: 2018689.32

E: 6804713.65

N: 2024029.72

E: 6798149.62

N: 2023335.92

E: 6798118.74

N: 2020914.01

E: 6799426.89

N: 2021050.42

E: 6800690.42

N: 2021362.55

E: 6801184.99

N: 2021229.91

E: 6799261.94

N: 2021235.42

E: 6799234.94

N: 2021163.69

E: 6799191.17

N: 2021214.64

E: 6799068.41

N: 2021064.56

E: 6798942.67

N: 2020924.27

E: 6798815.08

N: 2020847.31

E: 6798857.27

N: 2021092.63

E: 6799157.75

N: 2021116.97

E: 6799100.37

N: 2019191.07

E: 6805241.02

N: 2019232.09

E: 6805319.61

N: 2019339.21

E: 6805407.34

N: 2020904.22

E: 6798790.53

N: 2020755.68

E: 6798654.75 N: 2020652.24

E: 6798782.76

N: 2020739.35

E: 6798852.12

N: 2019744.50

E: 6804392.96

N: 2019800.94

E: 6804501.78

N: 2019825.09

E: 6804531.08

N: 2019129.96

E: 6804876.02

N: 2018284.04

E: 6805509.14

N: 2018157.22

E: 6805415.09

N: 2018346.16

E: 6805173.26

N: 2019356.41

E: 6803163.30

N: 2019343.23

E: 6803064.89

N: 2019431.83

E: 6802767.31

N: 2019499.55

E: 6802767.15

N: 2019600.76

E: 6802838.15

N: 2019574.11

E: 6803000.13

N: 2019496.53

E: 6803036.36

N: 2019444.42

E: 6803133.33

N: 2019495.74

E: 6803206.71

N: 2018357.57

E: 6805379.43

N: 2018377.84

E: 6805395.68

N: 2019242.17

E: 6804661.64

N: 2018292.27

E: 6805479.54

N: 2018180.31

E: 6805392.70

N: 2018446.30

E: 6805173.76

N: 2018427.64

E: 6805158.48

N: 2018347.40

E: 6805178.39

N: 2018360.30

E: 6805397.06

N: 2018342.67

E: 6805383.00

N: 2020904.22

E: 6798790.53

N: 2020755.68

E: 6798654.75

N: 2020724.04

E: 6798690.99

N: 2020716.47

E: 6798716.40

N: 2020652.24

E: 6798782.76

N: 2020714.29

E: 6798842.02

N: 2020775.65

E: 6798849.05

N: 2020892.14

E: 6798776.39

LEFT AND RIGHT WING DAM STAGING AREA PLAN

SCALE: 1" = 400' 800'0 400'

O D

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H E

G-007

1. STAGING AREAS TO BE RESTORED TO THEIR

ORIGINAL CONDITIONS AT THE END OF THE

WORK PRIOR TO DEMOBILIZATION.

2. MATERIAL STOCKPILES TO BE PROTECTED IN

PLACE TO PREVENT EROSION AND SEDIMENT

TRANSPORT.

3. THE CONTRACTOR IS RESPONSIBLE TO

MAINTAIN PUBLIC ACCESS TO BEALS POINT

PUBLIC PARKING AREA THROUGHOUT

CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE TO

MAINTAIN ACCESS TO THE MAIN DAM DURING

CONSTRUCTION PER SPECIFICATIONS.

5. THE CONTRACTOR MUST PROVIDE

UNRESTRICTED ACCESS TO THE 100'

PERIMETER RED HATCHED AREA ON THE SPUR

DIKE FOR RECLAMATION.

6. SEE SPECIFICATION SECTION 31 11 13.01 FOR

CLEARING, GRUBBING, STRIPPING FOR

STAGING AREAS.

7. CONTRACTOR MUST MAINTAIN ACCESS TO

THE SECURITY POST INDICATED ON THE PLANS

GENERAL SHEET NOTES

G-008

FOLSOM LAKE

EXISTING SECURITY

GATE POST # 1

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMIT

BEALS POINT

RECREATION AREA

STAGING AREA A

G-008

STAGING AREA B

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US Army Corps of Engineers

Last saved by: L2EDDBMS(2022-03-04) Last Plotted: 2022-03-04

Filename: C:\PWWORK\CESPK\D1049965\G-007_MRL.DWG

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PARKING AREA A (APPROXIMATELY 0.80 ACRE)

OPEN, GRASSY AREA WITH CONCRETE PAD. RIPRAP

VEHICLE DETERRENT AND FLOATING LADDER

SCALE: 1" = 80'

160'80'

G-007

PARKING AREA B

G-007

PARKING AREA A

SEE NOTE 5

SEE NOTE 7

PARKING AREA B (APPROXIMATELY 0.60 ACRE)

OPEN, GRASSY AREA WITH, TREE, POWER

POLE, SECURITY BOULDERS AND LIGHT POLE.

SCALE: 1" = 80'

160'80'

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMITS

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMITS

EXISTING SECURITY

GATE POST # 1

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMITS

G-008

STAGING AREA C

RECLAMATION RIPRAP

DITCH SECURITY

VEHICLE DETERRENT,

PROTECT IN PLACE

N: 2021107.50

E: 6800043.16

N: 2021134.94

E: 6799917.77

N: 2021169.04

E: 6799747.23

N: 2020955.99

E: 6800006.16

N: 2020963.64

E: 6799793.83N: 2020989.71

E: 6799513.70

N: 2021022.84

E: 6799534.63

N: 2021094.69

E: 6799629.67

N: 2021021.70

E: 6799996.86

N: 2019714.09

E: 6804415.71

N: 2019793.82

E: 6804552.20

N: 2019769.42

E: 6804522.59

N: 2019458.37

E: 6804492.10

N: 2019638.06

E: 6804344.20

N: 2019569.50

E: 6804294.36

N: 2019176.95

E: 6804929.22

N: 2019601.69

E: 6804997.31

N: 2019705.76

E: 6805023.27

N: 2019339.70

E: 6804703.26

N: 2019363.26

E: 6804768.94

N: 2019227.13

E: 6805228.93

N: 2019262.67

E: 6805297.04

N: 2019298.29

E: 6805332.28

N: 2019336.86

E: 6805359.63

N: 2019676.44

E: 6805064.83

N: 2019778.40

E: 6804800.98

N: 2019812.43

E: 6804586.38

N: 2019359.35

E: 6804835.51

N: 2019352.83

E: 6804947.10

N: 2019311.41

E: 6805205.05

N: 2019341.00

E: 6805224.06

N: 2019615.38

E: 6804977.91

N: 2019680.89

E: 6804777.41

N: 2019702.09

E: 6804644.86

N: 2019463.59

E: 6802790.10

N: 2019500.11

E: 6802795.42

N: 2019540.90

E: 6802816.79

N: 2019586.64

E: 6802863.14

N: 2019568.99

E: 6802967.98

N: 2019491.88

E: 6803009.92

N: 2019455.31

E: 6803053.42

N: 2019441.22

E: 6803093.21

N: 2019435.66

E: 6803122.36

N: 2019365.68

E: 6803114.17

N: 2019366.90

E: 6803046.36

N: 2019432.96

E: 6802851.66

NORTH

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H E

G-008

1. STAGING AREAS TO BE RESTORED TO THEIR

ORIGINAL CONDITIONS AT THE END OF THE WORK

PRIOR TO DEMOBILIZATION.

2. MATERIAL STOCKPILES TO BE PROTECTED IN

PLACE TO PREVENT EROSION AND SEDIMENT

TRANSPORT.

3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN

PUBLIC ACCESS TO BEALS POINT PUBLIC PARKING

AREA THROUGHOUT CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN

ACCESS TO THE MAIN DAM DURING

CONSTRUCTION PER SPECIFICATIONS.

5. THE CONTRACTOR MUST PROVIDE UNRESTRICTED

ACCESS TO THE 100' PERIMETER RED HATCHED

AREA ON THE SPUR DIKE FOR RECLAMATION.

6. SEE SPECIFICATION SECTION 31 11 13.01 FOR

CLEARING, GRUBBING, STRIPPING FOR STAGING

AREAS.

GENERAL SHEET NOTES

STAGING AREA B (APPROXIMATELY 0.60 ACRE)

OPEN, BRUSH AND GRASSY AREA WITH PILES

OF RIPRAP, UNDERGROUND UTILITYS AND

MAINTENANCE ROADS.

SCALE: 1" = 80'

160'0 80'

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMITS

NORTH

STAGING AREA A (APPROXIMATELY 3.80 ACRE)

OPEN, GRADED, AGGREGATE SURFACING

WEARING SURFACE

SCALE: 1" = 100'

200'0 100'

SPUR DIKE

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMITS

LEFT WING DAM CREST

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US Army Corps of Engineers

Last saved by: L2EDDBMS(2022-03-04) Last Plotted: 2022-03-04

Filename: C:\PWWORK\CESPK\D1049965\G-007_MRL.DWG

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WAREHOUSE

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMITS

NORTH

STAGING AREA C (APPROXIMATELY 0.90 ACRE)

OPEN, GRADED, GRASSY AREA.

SCALE: 1" = 40'

80'0 40'

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMITS

EXISTING SECURITY GATE

B E

A L S

P O

R O

A D

L S

I N

ROSEVILLE

NEWCASTLE

FOLSOM

LAKE

FOLSOM

RANCHO

CORDOVA

I V

SITE AREA

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G E

B O

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A R

DOUGLAS BOULEVARD

ROCKLIN

GREENBACK

LANE

MADISON

AVENUE

LOOMIS

A V

E N

U E

P A

R K

W A

HAUL ROUTE 2:

FROM US 50, HEAD NORTH ON E. BIDWELL

THEN NORTH ON OAK AVENUE PARKWAY,

THEN NORTH ON BLUE RAVINE,

THEN WEST ON FOLSOM LAKE CROSSING

THEN NORTH ON FOLSOM-AUBURN ROAD

THEN EAST ON FOLSOM DAM ROAD TO

SECURITY GATE TO RIGHT WING DAM

HAUL ROUTE 1:

FROM INTERSTATE 80, HEAD SOUTH ON

SIERRA COLLEGE BOULEVARD,

THEN EAST ON DOUGLAS BOULEVARD,

THEN SOUTH ON FOLSOM-AUBURN ROAD,

THEN EAST ON FOLSOM DAM ROAD TO

SECURITY GATE TO RIGHT WING DAM

HAUL ROUTES

SCALE: 1" = 400'

800'0 400'

O D

G E

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A U

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O O

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T E

G-009

1. BEALS POINT IS OFF-LIMITS AT ALL TIMES FOR CONTRACT WORK. THE

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE PUBLIC ACCESS

TO THE BEALS POINT.

2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ACCESS TO MAIN DAM

DURING CONSTRUCTION PER SPECIFICATIONS.

3. ACCESS TO THE MAIN DAM OR LEFT WING DAM FROM THE RIGHT WING

DAM WILL NOT BE ALLOWED. CONTRACTOR MUST ENTER THROUGH THE

FOLSOM LAKE CROSSING, JOINT FEDERAL PROJECT SCREENING AND

SECURITY POST, SEE SHEET G-011.

4. SEE VOLUME II - RIGHT WING DAM SHEET C-107 FOR MORE DETAILS.

5. INGRESS/EGRESS INTO SECOND ACCESS IS SHARED WITH GOVERNMENT

STAFF/CONTRACTORS. CONTRACTOR MUST KEEP CLEAR AT ALL TIMES.

6. SEE SPECIFICATION SECTION 01 00 00 PARAGRAPH 1.5 FOR WORK HOURS

AND NOISE RESTRICTIONS.

7. SECOND ACCESS POINT IS FOR THE RIGHT WING DAM CONSTRUCTION

ONLY AND MUST BE RESTORED TO ORIGINAL CONDITIONS AFTER THE

RIGHT WING DAM CONSTRUCTION IS COMPLETED.

BEALS POINT RECREATION AREA

(SEE NOTE 1)

H T

G D

A M

NORTH

HAUL ROUTE 1

FOLSOM DAM AUXILIARY

SPILLWAY CONTROL

STRUCTURE

FOLSOM LAKE

CROSSING ROAD

GENERAL SHEET NOTES

VICINITY MAP AND HAUL ROUTES

SCALE: NTS

NORTH

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US Army Corps of Engineers

Last saved by: L2EDDBMS(2022-03-04) Last Plotted: 2022-03-04

Filename: C:\PWWORK\CESPK\D1049965\G-009_MRL.DWG

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ROUTE 2

SEE NOTE 5

SECOND ACCESS POINT, SEE NOTE 4

60 FEET AVAILABLE

FOR TURNING

24 FEET AVAILABLE

FOR TURNING

24 FEET AVAILABLE

FOR TURNING ON

THE MAIN DAM

60 FEET AVAILABLE

FOR TURNING

BEALS POINT (SEE NOTE 1)

DIKE 7

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SEE VICINITY MAP

SHEET G-009

PARK ENTRANCE

ENTRANCE/EXIT

ROUTE, SEE

NOTE 15

ACCESS BETWEEN FOLSOM DAM

ROAD AND ROCK STOCKPILE TO USE

O&M BENCH ROAD, SEE NOTE 4

EXISTING BOLLARDS, SEE NOTE 3

O&M BENCH ROAD

ROCK STOCKPILE

SITE, SEE NOTE 6

MIAD WEST

POTENTIAL

BORROW

SITE, SEE

NOTE 5

INSTALL 4-WAY STOP R1-1 SIGN, SEE NOTE 3

PROVIDE FLAGGER DURING OPERATION

TRAFFIC CONTROL DETAIL (C3)

EXISTING GATE, SEE NOTE 3

MIAD WEST

AREA USED

BY OTHERS,

SEE NOTE 15

N: 2016138.84

E: 6812915.21

N: 2016780.97

E: 6812162.86

N: 2016443.95

E: 6811853.02

N: 2016347.97

E: 6811561.04

N: 2016198.05

E: 6811505.38

N: 2015946.06

E: 6811183.29

N: 2015257.15

E: 6811621.17

N: 2015264.24

E: 6812226.35

N: 2015301.01

E: 6812290.09

N: 2015337.14

E: 6810742.44

N: 2015704.62

E: 6810737.53

N: 2015607.84

E: 6810758.31

N: 2016025.88

E: 6811114.18

N: 2015950.65

E: 6811149.19

N: 2015797.80

E: 6811189.70

N: 2015720.59

E: 6811183.62

N: 2015630.98

E: 6811204.64

N: 2015449.53

E: 6811247.20

N: 2015343.19

E: 6811253.24

N: 2015309.37

E: 6811225.87

N: 2015837.15

E: 6810851.89

N: 2015996.28

E: 6810985.23

ROCK STOCKPILE CONSTRUCTION

BOUNDARY LIMIT

CONSTRUCTION BOUNDARY LIMIT

DIKE 8

E. NATOMA STREET

INSTALL

W20-1

PARK

ENTRANCE

CONTRACTOR TO PROVIDE VEHICLE

AND EQUIPMENT WASHING TO MEET

CITY OF FOLSOM REQUIREMENTS.

INSTALL

C44 (CA)

INSTALL

R1-1

INSTALL

R1-1

INSTALL

C44 (CA)

INSTALL

R1-1

HAUL ROUTE 1 ENTRANCE

EXISTING SEWER

LINE LOCATION

PROTECT IN PLACE

DIKE 8 CREST, SEE NOTE 9

INSTALL

R2-1

(15 MPH)

E. NATOMA STREET

EXISTING TREE

PROTECT IN PLACE

ACCESS ENTRY / EXIT, SEE NOTE 10

PROVIDE FLAGGER DURING OPERATIONS

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Last saved by: L2EDDBMS(2022-02-14) Last Plotted: 2022-03-04

Filename: C:\PWWORK\CESPK\D1049965\G-010_MRL.DWG

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BORROW AREA HAUL ROUTE PLAN

SCALE: 1" = 400'

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G-010

NORTH

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GENERAL SHEET NOTES

1. BOAT RAMP AND PARKING AREA NOT TO BE USED BY THE

CONTRACTOR.

2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

PUBLIC ACCESS TO THE BOAT RAMP FACILITY VIA FOLSOM

POINT ROAD.

3. FOUR-WAY STOP TO BE IMPLEMENTED AT INTERSECTION

OF O&M BENCH ROAD AND FOLSOM POINT ROAD.

BOLLARDS AND GATE AT ENTRANCE TO O&M ROAD WILL

NEED TO BE UNLOCKED, REMOVED AND STORED ON A

DAILY BASIS DURING WORK HOURS WHEN USED FOR

HAULING FROM ROCK STOCKPILE OR MIAD WEST. OBTAIN

KEYS FOR BOLLARDS AND LOCKED GATE FROM EXISTING

SECURITY GATE DAILY SHOWN ON SHEET G-009 AFTER

REQUEST AND APPROVAL FROM RECLAMATION SECURITY

AND CONTRACTING OFFICER.

4. THE CONTRACTOR WILL NEED TO OBTAIN A PERMIT FROM

THE CITY OF FOLSOM PRIOR TO USING THE HAUL ROUTES

SHOWN.

5. MIAD WEST POTENTIAL BORROW SITE, SEE SPECIFICATION

SECTION 35 73 13.01. IF CONTRACTOR USES MIAD WEST AS

A BORROW SITE THE CONTRACTOR CAN DISPOSE OF

NON-TOXIC MATERIALS IN THE BORROW AS APPROVED BY

THE CONTRACTING OFFICER, ELSE CONTRACTOR WILL

DISPOSE OF ANY CONSTRUCTION WASTE OFF SITE AS

SPECIFIED IN THE SPECIFICATIONS.

6. ROCK STOCKPILE WILL BE PROCESSED BY OTHERS AND

SPLIT INTO PILES FOR THE DIFFERENT FOLSOM DAM RAISE

CONTRACTS. CONTRACTOR MUST DEVELOP THE HAUL

ROAD FROM THE PROVIDED ROCK STOCKPILE TO MIAD

WEST HAUL ROUTE, USE DETAIL A5. CONTRACTOR MUST

KEEP UNIMPEDED ACCESS FOR OTHER CONTRACTORS TO

THEIR RESPECTIVE ROCK STOCKPILES. ROCK STOCKPILE

SITE, SEE SPECIFICATION SECTION 35 42 38.01.

7. CONTRACTOR MUST RESTORE THE USED BORROW SITES,

ACCESS AND HAUL ROADS TO ORIGINAL CONDITIONS

AFTER PROJECT COMPLETION WHICH INCLUDES

CONTOURING, SEEDING, AND BMP'S PER SPECIFICATIONS.

FINAL GRADING MUST DIRECT RUNOFF TO PRE

CONSTRUCTION CONDITIONS AND NO WATER PONDING

WILL BE ALLOWED.

8. CONTRACTOR MUST COMPLY WITH CITY OF FOLSOM

NOISE, LIGHT AND WORKING HOUR ORDINANCES DURING

USE OF BORROW AREA HAUL ROUTE .

9. THE EXISTING DIKE 8 EMBANKMENT SHALL BE PROTECTED

FROM DAMAGE DUE TO THE CONTRACTORS HAUL

ROAD/TEMPORARY ACCESS ROUTE CONSTRUCTION AND

HAULING ACTIVITIES. DAMAGE TO THE EXISTING DIKE 8

EMBANKMENT SHALL BE REPAIRED AT THE CONTRACTORS

EXPENSE.

10.CONTRACTORS TRAFFIC CONTROL PLAN AND

CONSTRUCTION ACTIVITIES SHALL TAKE INTO ACCOUNT

THAT THE ACCESS ROAD IS ONLY WIDE ENOUGH FOR

ONE-WAY ALTERNATING TRAFFIC. A FLAGGER SHALL

REMAIN AT THE ENTRANCE TO THE ACCESS ROAD AT

FOLSOM POINT ROAD AT ALL TIME DURING CONSTRUCTION

ACTIVITIES TO PREVENT PUBLIC ACCESS.

11.SIGN LOCATIONS ARE APPROXIMATE, ACTUAL LOCATIONS

TO BE DETERMINED BY THE CONTRACTOR AS APPROVED

BY THE GOVERNMENT.

12.SIGNS AND PAVEMENT MARKING SHALL BE PER

CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES 2014, REVISION 6.

13.CONTRACTOR TO REMOVE TEMPORARY SIGNAGE AND

MARKINGS AFTER COMPLETION OF CONSTRUCTION AND

RESTORE TO THE ORIGINAL CONDITIONS.

14.RIGHT TURN ONTO O&M BENCH ROAD MUST BE WIDENED,

AND APPROVED BY THE CONTRACTING OFFICER, TO

ACCOMMODATE SAFE CONSTRUCTION TRAFFIC TURNING

PRIOR CONSTRUCTION START.

15.CONTRACTOR MUST SHARE HAUL ROUTE WITH OTHER

CONTRACTORS, COORDINATE WITH CONTRACTING

OFFICER AND OTHER CONTRACTORS. OTHER

CONTRACTORS MUST HAVE ACCESS TO MIAD WEST AND

ROCK STOCK PILE SITES IDENTIFIED ON THE DRAWINGS AT

ALL TIMES.

16.EXISTING MIAD WEST 2730', 16' WIDE HAUL ROAD HAS AN 8"

AGGREGATE SURFACING WEARING SURFACE THAT MUST

BE REMOVED AND DISPOSED PER SPECIFICATIONS. SEE

DETAIL A5 FOR NEW MIAD WEST HAUL ROAD SECTION.

MUTCD SIGN CODE

CONSTRUCTION AREA SIGNS

SIGN MESSAGE PANEL SIZE

No. OF POSTS

AND SIZE

SHEET

No. OF SIGNS

G-010

TRUCKS ENTERING EXITINGC44 (CA)

ROAD WORK AHEADW20-1

36" x 36"

6" x 6" 2

STOPR1-1 30" x 30" 1

6" x 6"

SPEED LIMIT 15 MPHR2-1 30" x 36" 1 6" x 6"

TRAFFIC CONTROL DETAIL (BORROW AREA HAUL ROUTE)

SCALE: 1" = 100'

800'0 400'

NORTH

PLAN

ROAD

WORK

AHEAD

TRUCKS

ENTERING

EXITING

C44 (CA) (TRUCKS ENTERING EXITING)

SCALE: NTS

W20-1 (ROAD WORK AHEAD)

SCALE: NTS

R1-1 (STOP)

SCALE: NTS

R2-1 (SPEED LIMIT)

SCALE: NTS

SPEED

LIMIT

LOCKED GATE

LOCKED BOLLARDS

ACCESS ENTRY / EXIT

TURN ONTO O&M BENCH ROAD, SEE NOTE 14

MIAD WEST HAUL ROAD SECTION

SCALE: NTS

6" AGGREGATE SURFACING

6" COMPACTED SUBGRADE

22'

2% 2%

MIAD WEST TYPICAL SECTION,

SEE DETAIL A5 AND NOTE 16.

START MIAD WEST HAUL

ROUTE AGGREGATE SURFACING

TO MIAD WEST ROCK STOCKPILE

B E

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SCREENING POST 1,

CONTRACTOR PROVIDED

SCREENING AND GUARD POST

FENCE

EXISTING VEHICLE GATE

TO REMAIN OPERATIONAL

FENCE, SEE NOTE 5

EXISTING PORTABLE

VEHICLE BARRIER, SEE

NOTE 6

EXISTING SECURITY

TOWER TO REMAIN

OPERATIONAL

EXISTING SECURITY TOWER

EXISTING SECURITY CAMERA

AND ANTI-SCALING

PERIMETER FENCE

EXISTING SECURITY CAMERA

AND ANTI-SCALING

PERIMETER FENCE

EXISTING SECURITY CAMERA

EXISTING SECURITY GATE AND FENCE

EXISTING VEHICLE RATED PIPE GATE

TO REMAIN OPERATIONAL

EXISTING

SECURITY GATE

SECURITY ZONE 2, SECURITY LEVEL INCREASES TO SECURITY

ZONE 3 AT ELEVATED LAKE LEVELS, SEE NOTE 9.

EXISTING K-RAIL SERPENTINE

EXISTING SECURITY FENCE

EXISTING VEHICLE GATE

TO REMAIN OPERATIONAL

EXISTING

SECURITY GATE,

POST #1

SECOND ACCESS POINT, SEE

NOTE 9

EXISTING K-RAIL SERPENTINE

EXISTING

HIGH-SECURITY

FENCE AND GATE

EXISTING SECURITY TOWER

SECURITY ZONE 4

SECURITY ZONE 3

HARD POINT, SEE NOTE 8

ACTIVE VEHICLE BARRIER, SEE NOTE 7

INSTALL (3) 20' K-RAIL SERPENTINE TO SLOW AND

CHANNEL CONSTRUCTION TRAFFIC TO SCREENING POST 2

SCREENING POST 2,

GOVERNMENT PROVIDED

SCREENING AND GUARD POST

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PHYSICAL SECURITY MEASURES

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100% DQC SUBMITTAL

US Army Corps of Engineers

Last saved by: L2EDDBMS(2022-03-07) Last Plotted: 2022-03-07

Filename: C:\PWWORK\CESPK\D1049965\G-011_MRL.DWG

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GENERAL SHEET NOTES

1. THE SECURITY REQUIREMENTS AT FOLSOM DAM AND

FACILITY ARE BASED ON HOMELAND SECURITY

PRESIDENTIAL DIRECTIVE (HSPD) 12; RECLAMATION

MANUAL DIRECTIVES AND STANDARDS, SLE 01-01,

PERSONNEL SECURITY AND SUITABILITY; DECISION

DOCUMENT FOLSOM DAM AND POWERPLANT; CCAO SOP -

FOLSOM DAM ACCESS AND KEY CONTROL POLICY. THE

CONTRACTOR SHALL FOLLOW RECLAMATION BADGING

PROCEDURES AS FOLLOWS: :

1.1. CRITICAL AREA:

SECURITY ZONE 4 AND 3; ALL STAFF AND

CONTRACTORS PERSONNEL ENTERING SECURITY

ZONE 4 AND 3 AREAS MUST BE PROPERLY BADGED

AND/OR ESCORTED.

1.2. NON-CRITICAL AREAS:

AREAS NOT REQUIRING PIV BADGES MUST HAVE A

CONTRACTING OFFICER APPROVED

CONTRACTOR-DEVELOPED BADGING SYSTEM.

2. RECLAMATION SECURITY TEAM WILL POSITION A GUARD AT

SCREENING POST 2 FOR ACCESS INTO THE ZONE 3. EACH

VEHICLE WILL REQUIRE DOG SCREENING AND WILL BE

SUBJECT TO RANDOM SEARCHES. ALL VEHICLES THAT

LEAVE THE SECURE AREA WILL BE REQUIRED TO GO

THROUGH THE SCREENING PROCESS AGAIN BEFORE

REENTRY.

3. COORDINATE WITH RECLAMATION SECURITY AND THE

CONTRACTING OFFICER PRIOR TO ALL CCTV RELOCATIONS.

THE CURRENT CCTV SECURITY SYSTEM MUST BE

OPERATIONAL AT ALL TIMES AND MAY BE DOWN FOR

RELOCATION NO LONGER THAN 48 HOURS.

4. ENTERING/EXITING THOUGH GATE POST #1 WILL NOT BE

ALLOWED. EXCEPTIONS CAN BE REQUESTED THROUGH

RECLAMATION SECURITY AND THE CONTRACTING OFFICER

FOR OVERSIZED VEHICLES. ALL REQUEST TO USE GATE

POST #1 MUST BE SUBMITTED 15 DAYS PRIOR TO USE.

5. CONTRACTOR MUST INSTALL 6' TALL MINIMUM FENCE

ALONG THE AUXILIARY SPILLWAY BRIDGE DECK AS SHOWN

ON THE PLANS. USE TARP, FABRIC OR MESH ON THE FENCE

TO BLOCK THE DUST, DIRT AND DEBRIS FROM ENTERING

THE CONTROL STRUCTURE. CONTRACTOR MUST REMOVE

FENCE FOR THE JOINT FEDERAL PROJECT OR

RECLAMATION WITHIN 72 HOURS WHEN REQUESTED.

6. EXISTING PORTABLE VEHICLE BARRIER WILL BE REMOVED

BY OTHERS PRIOR TO CONSTRUCTION START.

7. ACTIVE VEHICLE BARRIER TO PREVENT RIGHT WING DAM

VEHICLE TRAFFIC FROM TURNING RIGHT OUT OF THE

SECOND ACCESS POINT AND ENTERING FOLSOM DAM

ROAD. SEE VOLUME II - RIGHT WING DAM SHEET C-107 FOR

MORE DETAILS.

8. HARD POINT TO PREVENT RIGHT WING DAM VEHICLE

TRAFFIC FROM ENTERING THE MAIN DAM. ACCESS TO THE

MAIN DAM AND LEFT WING DAM FROM THE RIGHT WING

DAM WILL NOT BE ALLOWED. CONTRACTOR MUST ENTER

THROUGH THE FOLSOM LAKE CROSSING, JOINT FEDERAL

PROJECT SCREENING AND SECURITY POST. SEE VOLUME II

- RIGHT WING DAM SHEET C-101 FOR MORE DETAILS.

9. CONTRACTOR PROVIDED SCREENING AND GUARD POST AT

RIGHT WING DAM SECOND ACCESS. CONTRACTOR MUST

WORK WITH THE SHERIFFS WHO WILL PROVIDE ADDITIONAL

SCREENING AND RANDOM INSPECTIONS WHEN THE LAKE

LEVELS ARE ELEVATED. SEE SPECIFICATIONS FOR MORE

DETAILS.

B E

A L S

P O

R O

A D

L S

I N

216+70.78

220+00

225+00

230+00

235+00

240+00

245+00

FOLSOM DAM CENTERLINE

ALIGNMENT

SPUR DIKE FLOODWALL ALIGNMENT

FOLSOM LAKE CROSSING FLOODWALL

ALIGNMENT

4+66.12

0+00

1+00 2+00

3+00

4+00

1+92.99

0+00

1+00

SPUR DIKE RAMP ALIGNMENT

L10

L11

L12

L13

L14

L15

FOLSOM DAM CENTERLINE

Number

Radius

500.00

550.00

Length

686.97

199.33

3186.07

2348.96

3987.89

Delta

078° 43' 18"

020° 45' 55"

Line/Chord Direction

S41° 32' 22.95"E

S70° 31' 04.56"E

S2° 10' 43.99"E

S80° 54' 01.90"E

S60° 08' 07.22"E

Start Point

6798394.08,2022141.02

6801134.04,2021294.83

6798272.95,2025324.78

6798814.64,2021666.32

6801320.94,2021228.72

End Point

(6798814.64,2021666.32)

(6801320.94,2021228.72)

(6798394.08,2022141.02)

(6801134.04,2021294.83)

(6804779.25,2019242.94)

SPUR DIKE ALIGNMENT

Number

L10

Radius

Length

10.00

96.12

82.01

88.07

104.40

36.94

48.60

Delta Line/Chord Direction

S60° 08' 07.22"E

N70° 04' 55.88"E

S60° 12' 34.97"E

S27° 05' 20.18"E

S31° 52' 16.92"W

S46° 05' 50.86"W

S10° 23' 12.24"W

Start Point

6804668.97,2019324.56

6804677.64,2019319.58

6804768.00,2019352.32

6804839.18,2019311.58

6804879.28,2019233.18

6804824.15,2019144.51

6804797.54,2019118.90

End Point

(6804677.64,2019319.58)

(6804768.00,2019352.32)

(6804839.18,2019311.58)

(6804879.28,2019233.18)

(6804824.15,2019144.51)

(6804797.54,2019118.90)

(6804788.78,2019071.10)

SPUR DIKE RAMP ALIGNMENT

Number

L11

Radius

Length

192.99

Delta Line/Chord Direction

N62° 54' 39.82"E

Start Point

6804790.22,2019237.08

End Point

(6804962.03,2019324.96)

FOLSOM LAKE CROSSING FLOODWALL ALIGNMENT

Number

L12

L13

L14

L15

Radius

Length

2.12

28.97

107.31

38.58

Delta Line/Chord Direction

S79° 58' 00.55"E

S4° 58' 00.27"E

S61° 48' 39.72"E

S53° 34' 36.51"E

Start Point

6804766.24,2018725.63

6804768.33,2018725.26

6804770.84,2018696.40

6804865.42,2018645.71

End Point

(6804768.33,2018725.26)

(6804770.84,2018696.40)

(6804865.42,2018645.71)

(6804896.47,2018622.80)

FOLSOM DAM ALIGNMENTS

SCALE: 1" = 400'

800'0 400'

O D

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G-012

1. THE CONTRACTOR IS RESPONSIBLE FOR CALIBRATING

SURVEY EQUIPMENT DURING STAKING. THE CONTRACTOR

MAY ONLY USE THE INFORMATION DEPICTED IN THE PLAN

SET AS BASIS OF STAKING THE PROJECT VICINITY.

2. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983

(NAD83) (2005). PLANE COORDINATES: CALIFORNIA

COORDINATE SYSTEM, ZONE 2, USFT, (0402). VERTICAL

DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988,

(NAVD88), FEET.

3. SEE LEFT AND RIGHT WING DAM V-SHEETS FOR VERTICAL

AND HORIZONTAL CONTROL POINTS.

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US Army Corps of Engineers

Last saved by: L2EDDACC(2021-07-16) Last Plotted: 2022-03-04

Filename: C:\PWWORK\CESPK\D1049965\G-012_MRL.DWG

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US Army Corps of Engineers

Last saved by: L2EDDBMS(2022-01-12) Last Plotted: 2022-03-04

Filename: C:\PWWORK\CESPK\D1049965\G-013_MRL.DWG

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File details come from the government source that posted it. Updated Jun 23, 2022.