A07.01_-_IFB_Atch_2_-_Drawings_-_20190516_Dike8_100_FinalPlans.pdf

PDF 10 MB Posted May 22, 2019

Attached to: Folsom Dam Raise - Dike 8 Federal contract opportunity
Solicitation number: W91238-19-B-0007
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

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Atch 2 - Drawings

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File	Type	Posted
B01.01_-_Folsom_Dam_Raise_Dike_8_W91238-19-B-0007_Bid_Abstract_Sheet1of2.pdf	PDF	Jul 1, 2019
B01.01_-_Folsom_Dam_Raise_Dike_8_W91238-19-B-0007_Bid_Abstract_Sheet2of2.pdf	PDF	Jul 1, 2019
A07.02_-_IFB_-_Atch_8_-_AMENDMENT_0004_Revised_Atch_1_Specification_Sections,_Atch_2_Drawings,_and_Atch_4_Price_Schedule.pdf	PDF	Jun 14, 2019
A07.02_-_Amd_0004_13_Jun_19.pdf	PDF	Jun 14, 2019
A07.02_-_IFB_-_Atch_7_-_Site_Visit_Sign_In_Sheet_FDR_Dike_8_W91238-19-B-0007_31_May_19.pdf	PDF	Jun 3, 2019
A07.02_-_Amendment_W91238-19-B-0007-0003.pdf	PDF	Jun 3, 2019
A07.02_-_Atch_6_-_Map_to_Folsom_Resident_Office.pdf	PDF	May 24, 2019
A07.02_-_Amendment_W91238-19-B-0007-0002.pdf	PDF	May 24, 2019
A07.01_-_IFB_-_Atch_3_Geotech_Report_Dike_8_100__FinalGDR.pdf	PDF	May 23, 2019
Amendment_0001_-_Upload_Attch_3_GDR.pdf	PDF	May 23, 2019
A07.01_-_IFB_Atch_4_-_20190516_Dike_8_-_Pricing_Schedule_22_May_19.pdf	PDF	May 22, 2019
A07.01_-_IFB_Atch_1_-_Specifications_-_20190516_Dike_100_FinalSpecs.pdf	PDF	May 22, 2019
A07.01_-_IFB_Atch_5_-_Davis-Bacon_Wage_Determination_3_May_19.pdf	PDF	May 22, 2019
A07.01_-_IFB_W91238-19-B-0007.pdf	PDF	May 22, 2019

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SACRAMENTO DISTRICT

SACRAMENTO COUNTY, CALIFORNIA

FOLSOM DAM RAISE PROJECT

DIKE 8

W91238-19-B-0007

XXXXXX-XX-X-XXXX

MMMMMMMMM YYYY

US Army Corps of Engineers ®

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C I V I L

STATE OF CAL I FORNIA

HAEL P. HUGHES

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

David G. Ray

C I V I LLLL

SSSTSS AT TAA

E O I FFFFFFFFFFFFFFFFFOOOOOOOOOOOOOOOOOOFFFFFFFF RRRRRRRRRRRRRRRRROOOOOOOO

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HAEL P. HUGHES

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

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

DET 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

M . F

O R

R E

S T

M . T

H O

R N

D . L

U K

A S

H O

M . H

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A B

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N D

L E

G E

N D

S H

E E

G-002

STAGING AREA AND

CONSTRUCTION BOUNDARY LIMIT

FENCING (EXISTING)

HAUL ROUTE>

SURVEY CONTROL POINT

AND NUMBER

AREA SPOT ELEVATION

CATCH BASIN

DRAIN INLET

FIRE HYDRANT

FIRE HYDRANT, HIGH PRESSURE

JOINT POLE

LIGHT POLE

LIGHT POLE/JOINT POLE

MANHOLE

MUNI POLE

SIGN POLE

SURVEY MONUMENT

TRAFFIC SIGNAL

UNDERGROUND SERVICE ALERT (USA)

USAE (ELECTRIC)

USAFO (FIBER OPTICS)

USAFW (AWSS)

USAG (GAS)

USASD (STORM DRAIN)

USAT (TELEPHONE)

USAW (WATER)

USACA (CATV)

GENERAL LEGEND

HIGH WATER MARK ELEVATION

OVERHEAD POWER

OVERHEAD TRANSMISSION

OHP

OHT

SAN USASS (SANITARY SEWER)

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

NIC NOT IN CONTRACT

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

RC REMOTE CONTROL

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

TRANS 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

EXISTING GRADE LINE

DRAIN ROCK

ROCK BEDDING

ROCK SLOPE PROTECTION

EROSION CONTROL ROCK PROTECTION

EMBANKMENT FILL

FILTER SAND / SAND BEDDING (AS INDICATED ON PLANS)

CLASS II AGGREGATE SURFACING

SWALE ROCK LINING

CONTOUR LINES (PROPOSED)

CONTOUR LINES (MAJOR)

FENCING (PROPOSED)

CONTOUR LINES (MINOR)123

TOE ROAD FILL

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, AND BURIED PIPELINES TO BE CROSSED BY HAUL

VEHICLES AND FOR PROVIDING OVERLOAD PROTECTION MEASURE IF NEEDED.

4. GRID COORDINATES REFER TO THE CALIFORNIA STATE PLANE COORDINATE

SYSTEM ZONE 2.

5. VERTICAL DATUM REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

1988, (NAVD88), FEET.

6. STAGING AREAS SHOWN ARE APPROXIMATE AND WILL BE DETERMINED IN THE

FIELD BY THE CONTRACTING OFFICER.

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 TO

NOTIFY THE UNDERGROUND SERVICE ALERT (811) TWO WORKING DAYS

MINIMUM PRIOR TO ANY EXCAVATION FOR CONSTRUCTION. CONTRACTOR

SHALL 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. THIS INCLUDES A VIDEO

SURVEY OF THE SEWER LINE THAT PASSES BENEATH THE TEMPORARY

ACCESS ROAD THAT WILL BE CONSTRUCTED FOR HAUL TRUCKS AND

CONSTRUCTION EQUIPMENT. ANY DAMAGE CAUSED BY THE CONTRACTOR TO

EXISTING FACILITIES SHALL BE REPAIRED OR REPLACED AT THE

CONTRACTORS EXPENSE TO MEET PRE-CONSTRUCTION CONDITIONS AND 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 SPECIFICATION.

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. EXISTING O&M BENCH ROAD SHALL BE REPAIRED BY THE CONTRACTOR TO

PRE-CONSTRUCTION CONDITIONS AFTER COMPLETION OF THE WORK AND

PRIOR TO DEMOBILIZING FROM SITE.

17. 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.

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

OTHERWISE.

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

DETAILED IN THE PLANS, THE CONTRACTOR SHALL VERIFY CONSTRUCTION

DETAILS WITH THE CONTRACTING OFFICER.

20. DETAILS AND DIMENSIONS OF EXISTING CONDITIONS AS SHOWN ON THESE

DRAWINGS ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL FIELD

VERIFY AND RESOLVE ANY CONFLICTS WITH THE CONTRACTING OFFICER.

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

ALL TRADES AND SUBCONTRACTORS UNDER THE CONTRACTOR'S

JURISDICTION.

22. THE BASELINE (DIKE 8 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.

23. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING

SURVEY MARKERS AS SHOWN ON SHEET V-001. 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.

24. 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.

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

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

VERSION).

26. INFORMATION CONTAINED WITHIN THESE DOCUMENTS SHALL NOT BE

CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE REFERENCED OR

APPLICABLE CODES.

27. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION, AND SEDIMENT

CONTROL MEASURES IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS.

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

INCLUDING STREET CLEANING AT WORK AREA ENTRANCES SHALL BE

CONTINUOUSLY MAINTAINED.

29. 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.

30. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN DESCRIBING

METHODS TO SAFELY CONTROL TRAFFIC ON PUBLIC ROADWAYS IN AND

AROUND THE SITE.

31. 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.

32. EXISTING FENCING AND GATES WITHIN THE RIGHT-OF-WAY SHALL BE REMOVED

AS REQUIRED FOR CONSTRUCTION AND AS SPECIFIED 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.

33. 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.

34. SURVEY (AERIAL PHOTO, TOPOGRAPHY AND FEATURES, BOUNDARY SURVEY,

AND SURVEY CONTROL) IS BASED ON A FIELD SURVEY AND AERIAL SURVEY

DATA FROM PHOTOGRAPHY DATED 10/15/18, PROVIDED BY TELAMON, INC.

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

TREES TO BE PROTECTED.

36. ALL MATERIALS TO BE COMPACTED AND IN PLACE DENSITY DETERMINED PER

THE SPECIFICATIONS.

37. DIMENSIONS SHOWN ON CROSS SECTIONS INDICATE PERPENDICULAR

THICKNESSES UNLESS OTHERWISE INDICATED.

38. THE CONTRACTOR SHALL DEVELOP AND FOLLOW AN APPROVED STORM

WATER POLLUTION PLAN IN ACCORDANCE WITH SECTION 01 57 23, TEMPORARY

STORM WATER POLLUTION CONTROL, OF THE SPECIFICATIONS.

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

PERMITS AS REQUIRED BY FEDERAL, STATE OR LOCAL REGULATIONS. S

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GENERAL NOTES:

OCEAN

SACRAMENTO

SAN FRANCISCO

NEVADA

CALIFORNIA

PACIFIC

ROSEVILLE

NEWCASTLE

FOLSOM

LAKE

FOLSOM

RANCHO

CORDOVA

SACRAMENTO AMERICAN

RIV

SITE AREA D2

G-004

SIERRA

COLLEGE

BOULEVARD

AUBURN

PROJECT VICINITY A2

G-004

OREGON

ARIZONA

MEXICO

SAC

RIVER

S U

N R

B O

V A

DSACRAMENTO

INTERNATIONAL

AIRPORT

WEST

SACRAMENTO

BUSINESS

DOUGLAS

BOULEVARD

FOLSOM

AUBURN

ROAD

GREEN

VALLEY

ROAD

FOLSOM

LAKE

CROSSING

S O

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HAEL P. HUGHES

MORMON ISLAND AUXILIARY DAM (M

IAD)

DIKE 7

REE

N V

ROAD

BOAT RAMP

PARKING

OMA

REE

A2 VICINITY MAP

SCALE: NTS

A7 PROJECT LOCATION MAP

SCALE: NTS

NORTH

PLAN

D2 SITE MAP

SCALE: 1" = 400'

BRIGGS RANCH DRIVE

800'0 400'

M . F

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G-004

LSO

LAKE CRO

SSING

E. NATOMA STREET

O M

P O

R O

DIKE 8

SITE AREA

PARK ENTRANCE

PHIA PARKW

MORMON ISLAND COVE

PUBLIC PARKING

(NOT FOR CONTRACT USE)

(NOT FOR CONTRACTOR USE)

ROCK

STOCKPILE

REE

N V

ROAD

BOAT RAMP

PARKING

(NOT FOR

CONTRACTOR USE)

BRIGGS RANCH DRIVE

GREEN VALLEY ROAD

LSO

LAKE CRO

SSING

E. NATOMA STREET

PARK

ENTRANCE

JOHNNY CASH TRAIL OC.

FOLSOM POINT

CHURCH OF CHRIST

TEMPORARY CONSTRUCTION TRUCK WASH

O&M BENCH ROAD

ENTRY ROAD

SITE OFFICE

LOCATION DETAIL

CONSTRUCTION

BOUNDARY

LIMIT

DIKE 7

ROCK

STOCKPILE

EXISTING DRAINAGE

FEATURE TO BE

PROTECTED IN PLACE. SEE

NOTE 6.

CONSTRUCTION

BOUNDARY LIMIT

EXISTING DRAINAGE

FEATURE TO BE PROTECTED

IN PLACE. SEE NOTE 6.

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DIKE 8

NORTH

PLAN

C1 STAGING AREA DETAIL

SCALE: 1" = 400'

PHIA

PARKW

800'0 400'

M . F

O R

R E

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G-005

STAGING AREA

1. STAGING AREAS AND SITE OFFICE LOCATION AREA TO BE

RETURNED 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. SEE

SHEET C-501 FOR TYPICAL DETAILS.

3. MAINTAIN PUBLIC ACCESS TO MORMON ISLAND COVE

PUBLIC PARKING AREA THROUGHOUT CONSTRUCTION.

4. ALL WATER SHALL BE PURCHASED AND PUMPED FROM

CITY OF FOLSOM HYDRANTS IN ACCORDANCE WITH THE

CITY'S REGULATIONS. CONTRACTOR SHALL NOT OBTAIN

ANY WATER FROM FOLSOM LAKE.

5. THE CONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO

THE BOAT RAMP VIA FOLSOM POINT ROAD.

6. EXISTING DRAINAGE FEATURE TO BE COVERED WITH

GEOTEXTILE FABRIC SECURED IN PLACE WITH PINS OR

SANDBAGS TO PREVENT CONTAMINATION IF MATERIAL

STOCKPILE ENCROACHES TO WITHIN 15' OF THE DRAIN.

GENERAL SHEET NOTES

A5 SITE OFFICE LOCATION DETAIL

SCALE: 1" = 100' 200'0 100'

NORTH

PLAN

A5 G-005

MORMON ISLAND COVE

PUBLIC PARKING

(NOT FOR CONTRACTOR USE)

SITE OFFICE LOCATION

CONTRACTOR ACCESS TO SITE OFFICES

TO BE SHARED WITH THE PUBLIC.

NO CONSTRUCTION EQUIPMENT OR

HAUL TRUCKS ALLOWED.

GREEN VALLEY ROAD

MORMON ISLAND AUXILIARY DAM (M

IAD)

MORMON ISLAND AUXILIARY DAM (M

IAD)

OINT ROAD

A1 STAGING AREA

SCALE: 1" = 80' 160'0 80'

NORTH

PLAN

A1 G-005

STAGING AREA

CONTRACTOR

TRAFFIC THROUGH

GATED ACCESS.

PROPOSED STAGING AREA

DIKE 8 CREST

C6 C-502

ROSEVILLE

NEWCASTLE

FOLSOM

LAKE

FOLSOM

RANCHO

CORDOVA

AMERICAN

RIVER

SITE AREA

G-004

S U

N R

B O

V A

R D

R R

A C

E G

E B

O U

A R

DOUGLAS BOULEVARD

ROCKLIN

FOLSOM BOULEVARD

-A

WHITE ROCK ROAD

FOLSOM LAKE

CROSSING

RAVINE ROAD

GREEN VALLEY ROAD

GREENBACK

LANE

MADISON

AVENUE

E. N

ATOMA STREET

PRAIRIE

EL D

O H

ILLS

LEVAR

LOOMIS

E. BIDWELL

STREET

CITY RO

O M

-A U

N R

O A

K A

V E

N U

E P

A R

K W

A Y

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

TO FOLSOM POINT ROAD

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 LAKE CROSSING

TO FOLSOM POINT ROAD

MIA

DIKE 7

DIKE 8

REE

N V

ROAD

BOAT RAMP

BOAT RAMP PARKING

(NOT FOR CONTRACTOR USE)

PARK

ENTRANCE

OMA

REE

BRIGGS RANCH DRIVE

SITE AREA

LSO

LAKE CRO

SSING

E R

E. NATOMA STREET

TEMPORARY CONSTRUCTION TRUCK WASH

HAUL ROUTE

ROCK STOCKPILE

O&M BENCH ROAD

E. NATOMA STREET

SEE NOTE 1

ACCESS BETWEEN DIKE 8 AND

ROCK STOCKPILE TO USE O&M

BENCH ROAD, IF REQUIRED

ENTRANCE

ROUTE

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMIT

SEE NOTE 4

>>>>>>FO

R O

G S

RANCH DRIVE

C6 C-502

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A7 VICINITY MAP AND HAUL ROUTES

SCALE: NTS

NORTH

PLAN

B1 HAUL ROUTE

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

M . F

O R

R E

S T

M . T

H O

R N

M . K

O R

V E

M . H

U G

U L

R O

G-006

GENERAL SHEET NOTES

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

CONTRACTOR.

2. SEE SHEET C-101 FOR TRAFFIC HANDLING.

3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

PUBLIC ACCESS TO THE BOAT RAMP FACILITY VIA

FOLSOM POINT ENTRY ROAD.

4. FOUR-WAY STOP TO BE IMPLEMENTED AT INTERSECTION

OF O&M BENCH ROAD AND FOLSOM POINT ROAD IF

ON-SITE ROCK STOCKPILE IS USED FOR ROCK SLOPE

PROTECTION. BOLLARDS AT ENTRANCE TO O&M ROAD

WILL NEED TO BE REMOVED AND REPLACED ON A DAILY

BASIS DURING WORK HOURS IF USED FOR HAULING

ROCK SLOPE PROTECTION FROM ROCK STOCKPILE.

S O

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Last saved by: DENNIS.BARNHART(2019-04-26) Last Plotted: 2019-05-16 Filename: G:\US ARMY CORPS\W91238-16-D-0018-DIKES7-8.MIAD\900_CAD_GIS\910-CAD\DIKE-8\20-SHEETS\V-001.DWG

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HAEL P. HUGHES

C1 PROJECT SURVEY AND CONTROL POINTS

SCALE: 1" = 80'

NORTH

PLAN

160'0 80'

M . F

O R

R E

S T

M . T

H O

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V-001

CONTROL POINTS

POINT # NORTHING EASTING ELEVATION DESCRIPTION

100 2015615.74 6808898.66 473.64 TECH NAIL

103 2015591.06 6809264.42 474.74 TECH NAIL

200 2016223.50 6810304.50 487.40 PAINTED CROSS

DIKE 8 CREST

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMIT

1. SURVEY CONTROL POINTS LOCATED WITHIN THE

STAGING AND CONSTRUCTION BOUNDARY LIMIT TO

BE PROTECTED IN PLACE DURING CONSTRUCTION.

2. SURVEY CONTROL POINTS 100 AND 103 SHALL HAVE

COORDINATES AND ELEVATIONS VERIFIED AND/OR

NEW CONTROL POINTS ESTABLISHED AS NECESSARY

PRIOR TO BEGINNING CONSTRUCTION.

GENERAL SHEET NOTES

BOAT RAMP PARKING

(NOT FOR CONTRACTOR USE)

O M

ROAD

E. NATOMA STREET

T O

H T

O H

T O

H T

O H

T O

H T

O H

OHT OHT OHT OHT

X X

X X X X X X X X X X X

CITY OF FOLSOM SEWER

LINE (PROTECT IN PLACE)

SMUD POWER LINE/POLE

(PROTECT IN PLACE)

REMOVE ALL

BOULDERS/

ROCKS/

DEBRIS/ K-RAIL

REMOVE GATE

(SEE NOTE 4)

REMOVE

EXISTING

FENCING

REMOVE WOODEN

RETAINING WALL

REMOVE GATE

(SEE NOTE 4)

REMOVE ALL

BOULDERS/

ROCKS/DEBRIS

DIKE 8 CREST

N: 2015402.11 E: 6809569.21

N: 2015709.03 E: 6808634.54

TREE

(PROTECT

IN PLACE)

REMOVE

TREEREMOVE

TREE

REMOVE

TREE

(PROTECT

IN PLACE)

TREE

(PROTECT

IN PLACE)

REMOVE

TREE

(PROTECT

IN PLACE)

TREE

(PROTECT

IN PLACE)

N: 2015795.60 E: 6808898.73

N: 2015713.61 E: 6808923.70

N: 2015687.89 E: 6809440.70

N: 2015659.01 E: 6809528.05

N: 2015646.45 E: 6809545.77

N: 2015331.70 E: 6809379.63N: 2015321.63

E: 6809265.69

N: 2015348.82 E: 6809027.79

N: 2015370.96 E: 6808998.53

N: 2015480.63 E: 6808601.25

N: 2015594.33 E: 6808561.93

N: 2015495.73 E: 6808568.03

N: 2015644.66 E: 6808630.51

N: 2015701.04 E: 6808705.13

N: 2015578.22 E: 6808560.92

N: 2015361.33 E: 6809565.60

N: 2015296.84 E: 6809519.63

N: 2015202.57 E: 6809469.64

N: 2015298.48 E: 6809444.19

N: 2015377.00 E: 6808943.10

N: 2015444.39 E: 6808628.50

TREE

(PROTECT

IN PLACE)

N: 2015373.96 E: 6809578.11

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMIT

REMOVE STEEL

DRUMS/ TABLE/

BENCHES, DEBRIS.

REMOVE WOOD/

VEGETATION/

DEBRIS PILE.

REMOVE 100' GUARDRAIL,

POSTS AND ASPHALT

CONRETE DIKE (SEE NOTE 5)

TREE

(PROTECT

IN PLACE)

ORDINARY

HIGHWATER

MARK EL. 468.34

N: 2015346.80 E: 6809478.42

N: 2015366.00 E: 6809498.14

N: 2015353.12 E: 6809477.63

N: 2015324.65 E: 6809491.57

N: 2015371.80 E: 6809509.42

N: 2015374.86 E: 6809520.39

N: 2015373.09 E: 6809536.34

N: 2015692.91 E: 6809355.61

N: 2015688.83 E: 6808999.56

EXISTING DRAINAGE

FEATURE

25' TREE

CLEARANCE

BUFFER

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A SHEET ID

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A M

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, C

-2

A Y

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E C

N O

D E

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N O

N S

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US Army Corps of Engineers ®

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A E

C O

M T

E C

H N

L S

E R

E S

E E

T, S

A C

R A

M E

, C A

U .S

. A R

M Y

C O

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S O

F E

N G

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C D

-1

N A

M E

A M

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M . F

O R

R E

S T

M . T

H O

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D . L

U K

A S

H O

M . H

U G

M O

O N

CD-101

B1 DEMOLITION PLAN

SCALE: 1" = 40' 40' 80'0

NORTH

PLAN

1. ALL TREES LOCATED WITHIN STAGING AREA AND

CONSTRUCTION BOUNDARY LIMIT TO BE REMOVED PER

SPECIFICATIONS 31 11 00. ANY VOIDS OR DEPRESSIONS

CAUSED BY THE REMOVAL OF THE ROOT BALL SHALL BE

FILLED WITH COMPACTED EMBANKMENT FILL. SEE

DETAIL A8 SHEET C-503.

2. FOR TREE REMOVAL REFER TO DETAIL A8 SHEET C-503.

TREES DENOTED AS (PROTECT IN PLACE) SHALL BE

PROTECTED AS SHOWN IN DETAIL A6 ON SHEET C-503.

3. ALL OBJECTS REMOVED DURING DEMOLITION THAT ARE

NOT SUITABLE FOR RE-USE TO BE DISPOSED OF PER

SPECIFICATION 02 41 00.

4. GATES TO BE REMOVED AND STORED IN AN AREA

DESIGNATED BY THE CONTRACTING OFFICER OR THEIR

REPRESENTATIVE.

5. AFTER GUARDRAIL REMOVAL, INSTALL END ANCHOR

ASSEMBLY (CALTRANS 2015 STANDARD PLAN TYPE SFT,

A77S1 AND A77M1) WITH END CAP (TYPE A) ON EXPOSED

ENDS OF GUARDRAIL.

GENERAL SHEET NOTES

DIKE 8

E. NATOMA STREET

W20-1

PARK

ENTRANCE

O M

P O

R O

HAUL ROUTE 2

A4 C-504

ACCESS ROAD

(SEE NOTE 4)

C44 (CA) D1

C-504

D1 C-103

O&M BENCH ROAD

R1-1 D4

C-504

BOAT RAMP

C6 C-502

CONTRACTOR TO PROVIDE VEHICLE AND

EQUIPMENT WASHING TO MEET CITY OF FOLSOM

REQUIREMENTS. SEE DETAIL C6, SHEET C-502,

FOR TYPICAL TEMPORARY TRUCK WASH DETAILS.

O&M BENCH ROAD FOR

HAULING MATERIAL FROM

STOCKPILE IF USED.

4-WAY STOP SIGN

(IF ROCK STOCKPILE

TO BE USED)

FLAGGER DURING

OPERATION

R1-1D4 C-504

C44 (CA) D1

C-504

R1-1 D4 C-504

HAUL ROUTE 1

O&M BENCH ROAD TO DIKE 7

(IF REQUIRED)

TRAFFIC HANDLING DETAIL (SITE ACCESS)

SCALE: 1" = 100' 200'0 100'

M . F

O R

R E

S T

M . T

H O

R N

M . K

O R

V E

M . H

U G

A N

N G

C-101

NORTH

PLAN

MUTCD SIGN CODE

CONSTRUCTION AREA SIGNS

SIGN MESSAGE PANEL SIZE

No. OF POSTS

AND SIZESHEET

No. OF SIGNS

C-101

TRUCKS ENTERING EXITINGC44

ROAD WORK AHEADW20-1

36" x 36" 36" x 36"

6" x 6" 2

STOPR1-1 30" x 30" 1 6" x 6" 6" x 6"

1. SIGN LOCATIONS ARE APPROXIMATE, ACTUAL LOCATIONS

TO BE DETERMINED BY THE CONTRACTING OFFICER.

2. SIGNS AND PAVEMENT MARKING SHALL BE PER

CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES 2014, EDITION REVISION 3.

3. CONTRACTOR TO REMOVE TEMPORARY SIGNAGE AND

MARKINGS AFTER COMPLETION OF CONSTRUCTION.

4. CONTRACTORS TRAFFIC CONTROL PLAN AND

CONSTRUCTION ACTIVITIES SHALL TAKE INTO ACCOUNT

THAT PROPOSED TEMPORARY ACCESS ROAD IS ONLY

WIDE ENOUGH FOR ONE-WAY ALTERNATING TRAFFIC.

* IF ROCK STOCKPILE USED THERE WILL BE AN ADDITIONAL 4 SIGNS

GENERAL SHEET NOTES

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N N

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S C

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D A

C O

A C

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2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

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E N

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E T

S A

C R

A M

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, C

-2

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S P

E C

N O

D E

N F

N O

N S

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M T

E C

H N

L S

E R

E S

E E

T, S

A C

R A

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S O

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A M

-0 9-

HAEL P. HUGHES

DIKE 7

DIKE 8

BOAT RAMP

PARKING

OMAS

BRIGGS RANCH DRIVE

LSO

LAKE

CRO

SSING

E. NATOMA STREET

MIA

PARK ENTRANCE

JOHNNY CASH

TRAIL OC

ROCK STOCKPILE

TEMPORARY

POLYETHYLENE MESH

SAFETY FENCING

REQUIRED IF ROCK

STOCKPILE IS USED.

O M

GRE

N: 2015966.58 E: 6812045.96

N: 2016039.27 E: 6812045.96

N: 2016219.53 E: 6811881.32

N: 2016219.53 E: 6811542.18

N: 2016112.74 E: 6811412.80

N: 2015974.61 E: 6811335.36

N: 2015885.45 E: 6811335.36

N: 2015620.93 E: 6811631.38

MIAD WEST

D7 C-503

NO TRESPASSING SIGN (CALIFORNIA PENAL

CODE 602) AT 250 FT INTERVALS ALONG

O&M BENCH ROAD BETWEEN DIKE 7 AND 8.

SIGNS TO BE MOUNTED ON STEEL POSTS

DRIVEN INTO THE GROUND.

(NOT FOR

CONTRACTOR USE)

TEMPORARY

ACCESS GATE

ACCESS

GATE

TIE INTO EXISTING

PERIMETER FENCING

CHAIN LINK PANEL

FENCING

N: 2016428.81 E: 6806165.35

N: 2016535.92 E: 6806139.82

N: 2016594.36 E: 6806153.55

N: 2016632.27 E: 6806205.66

N: 2016735.59 E: 6806469.80

N: 2016569.49 E: 6806324.47

N: 2016646.45 E: 6806434.50

F7 C-503

NO TRESPASSING

SIGN (CALIFORNIA

PENAL CODE 602)

AT 250 FT INTERVALS

F7 C-503

A TEMPORARY GATED

ACCESS WILL BE

NEEDED AT EACH SIDE

OF THE O&M BENCH

ROAD IF ROCK

STOCKPILE IS USED

TEMPORARY CHAIN

LINK PANEL FENCING

F7 C-503

NO TRESPASSING SIGN

(CALIFORNIA PENAL CODE 602)

AT 250 FT INTERVALS.

ONLY REQUIRED IF ROCK

STOCKPILE IS USED.

TEMPORARY CHAIN LINK PANEL

FENCE ALONG WEST EDGE OF

FOLSOM POINT ROAD

END OF TEMPORARY

CHAIN LINK PANEL

FENCING BOAT RAMP

F7 C-503

D7 C-504

ROAD

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N O

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-0

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C O

M T

E C

H N

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E R

E S

E E

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NORTH

PLAN

C1 TEMPORARY FENCING AND SIGNING LIMITS

SCALE: 1" = 300' 600'0 300'

M . F

O R

R E

S T

M . T

H O

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D . L

U K

A S

H O

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F E

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C-102

GENERAL SHEET NOTES

1. SIGN LOCATIONS ARE APPROXIMATE, ACTUAL LOCATIONS

TO BE DETERMINED BY THE CONTRACTING OFFICER.

2. SIGNS AND PAVEMENT MARKING SHALL BE PER

CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD) 2014, EDITION REVISION 3.

3. CONTRACTOR TO REMOVE TEMPORARY FENCING AND

GATES AT END OF CONSTRUCTION EXCEPT THE PORTION

ALONG THE REMOVED SECTION OF GUARDRAIL ALONG

FOLSOM POINT ROAD. CONTRACTOR TO REMOVE ALL

SIGNS AT END OF CONSTRUCTION.

4. FENCING NEAR DIKE 7 TO BE REQUIRED ONLY IF DIKE 7 IS

USED AS A STAGING AREA.

2:1

FINISHED

GRADE

1' AGGREGATE

SURFACING

15' MIN

EXISTING GRADE

TOE MAINTENANCE ROAD FILL

COMPACTED PER SPECIFICATION

GEOTEXTILE FABRIC

2:1

6" EROSION CONTROL

ROCK PROTECTION

6" EROSION CONTROL

ROCK PROTECTION

DITCH LINING

FOLSOM POINT ROAD

19+00 20+00 21+00 22+00 23+00

3.59%

3.00%

3.50%

2.50% -2.00%

-4.50% -0.50%

P V

I S

. 2 0+

P V

I S

. 2 0+

P V

I S

. 2 1+

P V

I S

. 2 1+

P V

I S

. 2 1+

P V

I S

. 2 2+

V I S

. 2

E L.

19+00 20+00 21+00 22+00 23+00

3.59%

3.00%

3.50%

2.50% -2.00%

-4.50% -0.50%

P V

I S

. 2 0+

P V

I S

. 2 0+

P V

I S

. 2 1+

P V

I S

. 2 1+

P V

I S

. 2 1+

P V

I S

. 2 2+

V I S

. 2

E L.

19+00 20+00 21+00 22+00 23+00

3.59%

3.00%

3.50%

2.50% -2.00%

-4.50% -0.50%

P V

I S

. 2 0+

P V

I S

. 2 0+

P V

I S

. 2 1+

P V

I S

. 2 1+

P V

I S

. 2 1+

P V

I S

. 2 2+

V I S

. 2

E L.

OHT

22+50

20+00 21+00

22+00

B P

: 2 0+

: 2

PT:

+0 3.9

EP: 2

.00

22+50

20+00 21+00

22+00

B P

: 2 0+

: 2

PT:

+0 3.9

EP: 2

.00

22+50

20+00 21+00

22+00

B P

: 2 0+

: 2

PT:

+0 3.9

EP: 2

.00

N : 2

N: 2

.11

E: 6

.59

L=55.97' R=86'

N28° 02' 08.24"E

46.06'

15' MIN WIDTH

ACCESS ROAD

FOLSOM POINT ROAD

TEMPORARY ACCESS

ROAD TO CONFORM TO

FOLSOM POINT ROAD

EROSION CONTROL

ROCK PROTECTION

LINING V-DITCH

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMIT

N09° 15' 27.96"W 147.96'

S O

N N

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D B

D E

S C

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E C

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E S

S R

O A

C-103

A7 TYPICAL CROSS SECTION TEMPORARY ACCESS ROAD

SCALE: NTS

GENERAL SHEET NOTES

1. CONTRACTOR TO PROVIDE LOCKABLE CHAIN LINK FENCE

GATE, OR EQUIVALENT, AT ACCESS FROM FOLSOM POINT

ROAD. GATE AND FENCING TO REMAIN IN PLACE AT END

OF DIKE 8 CONSTRUCTION.

2. CONTRACTOR TO VERIFY DEPTHS OF ALL EXISTING

UTILITIES TO PREVENT CONFLICTS WITH THE PLANNED

EXCAVATIONS.

3. TEMPORARY ACCESS ROAD AND ASSOCIATED FENCING

AND ACCESS GATE ALONG FOLSOM POINT ROAD TO

REMAIN IN PLACE AT END OF DIKE 8 CONSTRUCTION.

4. TEMPORARY ACCESS ROAD BETWEEN STA 12+00 TO

12+38.20 TO BE CONSTRUCTED SEQUENTIALLY DURING

DIKE RAISE AND TOE ROAD CONSTRUCTION TO PROVIDE

ACCESS TO RAISED DIKE CREST.

5. CONTRACTOR TO INSTALL A BARRIER ALONG TEMPORARY

ACCESS ROAD IN ACCORDANCE WITH SECTION 4 -

TEMPORARY FACILITIES OF THE EM385-1-1 SAFETY AND

HEALTH MANUAL.

A2 TEMPORARY ACCESS ROAD PROFILE

SCALE: 1" = 30' HORIZONTAL

60'0 30'

N O

PLAN

D2 TEMPORARY ACCESS ROAD

SCALE: 1" = 30'

60'0 30'

6'0 3'

SCALE: 1" = 3' VERTICAL

EXISTING

GRADE

12" CORRUGATED

POLYETHYLENE

PIPE

C-502 C4

T O

H T

O H

T O

H T

OHT OHT OHT OHT

N : 2

: 6

N : 2

: 6

C1 C-301

N: 2015337.08 E: 6809270.29

N: 2015339.26 E: 6809260.63

N: 2015353.80 E: 6809028.35

N: 2015361.41 E: 6809034.84

B P

: 0 +0

E P

: 9 +5

9+59.53

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

8+00 379+00 380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 3

TOP OF DEGRADE

AT CL OF DIKE

(~EL. 481.0')

EXISTING GRADE

AT CL OF DIKE

(~EL. 481.8')

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

KEY EG ABOVE

TRENCH

EXCAVATION

KEY TRENCH

PROFILE

PVI STA. 6+40.00

EL. 459.15

PVI STA. 5+95.00

EL. 464.90

PVI STA. 6+65.00

EL. 458.65

PVI STA. 7+00.00

EL. 459.35

-1.00% 1.00%

-7.85% -2.00% 1.00%

2H:1V2H:1V

S O

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D B

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Last saved by: DENNIS.BARNHART(2019-04-19) Last Plotted: 2019-05-16 Filename: G:\US ARMY CORPS\W91238-16-D-0018-DIKES7-8.MIAD\900_CAD_GIS\910-CAD\DIKE-8\20-SHEETS\C-104.DWG

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N P

C-104A1 EXCAVATION PROFILE ALONG KEY TRENCH

SCALE: 1" = 40' HORIZONTAL

SCALE: 1" = 8' VERTICAL

40' 80'0

0 8' 16'4'

NORTH

PLAN

D1 EXCAVATION PLAN

SCALE: 1" = 40'

S88° 50' 15.13"E

40' 80'0

TOE OF SLOPE

CUT SLOPE

2.25H:1V

CONFORM TO EXISTING

KEY TRENCH

(BOTTOM EL. VARIES).

SEE NOTE 8 AND C-106.

SEE NOTE 4

FOR SUBGRADE

PREPARATION

(1% MIN)

SEE NOTE 1

FOR SUBGRADE

PREPARATION

BENCHED

EXCAVATION

AT ABUTMENTS

BENCHED

EXCAVATION

AT ABUTMENTS

EXCAVATION

SLOPE

DIRECTION

SWALE SLOPE

DIRECTION (1% MIN)

SWALE SLOPE

DIRECTION (1% MIN)

MAXIMUM

EXCAVATION

LIMITS SEE NOTE 7

1. REFER TO SECTION 31 23 16 AND SECTION 31 60 00 OF THE SPECIFICATIONS REGARDING EXCAVATION AND FOUNDATION PREPARATION RELATED ACTIVITIES.

2. REFER TO SECTION 01 00 00 OF THE SPECIFICATIONS REGARDING DEFINITION OF THE ORDINARY HIGH WATER MARK.

3. MATERIAL GREATER THAN 6 INCH IN DIAMETER EXPOSED IN EXCAVATED SUBGRADE SHALL BE REMOVED FROM THE SUBGRADE AND THE SUBGRADE COMPACTED PER THE SPECIFICATION TO CREATE A SMOOTH COMPACT SURFACE PRIOR TO PLACEMENT OF THE SAND BEDDING LAYER.

4. FOLLOWING DEGRADE/EXCAVATION AND INSPECTION THE EXPOSED SUBGRADE SHALL BE SCARIFIED, MOISTURE CONDITIONED AND COMPACTED PER THE SPECIFICATIONS UNLESS OTHER DIRECTED BY THE CONTRACTING OFFICER. THE PREPARED SUBGRADE SHALL BE INSPECTED, TESTED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO

FILL PLACEMENT.

5. CLEARING AND GRUBBING SHALL BE PERFORMED PRIOR TO BEGINNING EXCAVATION AND SHALL EXTEND A MINIMUM OF 5 FEET BEYOND EMBANKMENT EXCAVATIONS AND FILLS.

6. ANY DEPRESSIONS CAUSED DURING DEMOLITION AND GRUBBING SHALL BE BACKFILLED IN ACCORDANCE WITH THE SPECIFICATIONS OR AS DIRECTED BY THE CONTRACTING

OFFICER TO MEET THE REQUIRED GRADE PRIOR TO SUBSEQUENT FILL PLACEMENT.

7. EXCAVATION LIMITS AS SHOWN HAVE THE POTENTIAL FOR ADDITIONAL EXCAVATION PER SPECIFICATION 31 23 16.

8. KEY TRENCH TO BE CLEANED UPON COMPLETION OF EXCAVATION FOR SURFACE INSPECTION PER SPECIFICATION 31 23 16. AFTER SURFACE INSPECTION, DENTAL CONCRETE /

MORTAR TO BE APPLIED AS DIRECTED BY THE CONTRACTING OFFICER.

9. THE CONTRACTOR SHALL HAVE SUFFICIENT MATERIAL AVAILABLE TO RECONSTRUCT DIKE IN THE EVENT OF A FLOOD PER THE REQUIREMENTS OF THE SPECIFICATIONS.

GENERAL SHEET NOTES

CUT SLOPE 4.5H:1V

CUT SLOPE 2H:1V

TOE OF SLOPE

ORDINARY HIGH WATER

MARK EL. 468.34

CITY OF FOLSOM

SEWER LINE

(PROTECT-IN-PLACE)

SMUD POWER LINE

(PROTECT-IN-PLACE)

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMIT

C OF DIKE 8DEGRADE EL. 481.0

10' MIN WIDTH

HISTORICAL ALIGNMENT

AND STATIONING

S88° 50' 15.13"E

WATERSIDE

LANDSIDE

N : 2

: 6

N : 2

: 6

8+00 379+00 380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 39

B P

: 0 +0

E P

: 9 +5

N 2,015,500

9+59.53

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

0 10 20 30 400-10-20

EXCAVATION LIMIT

EXISTING GROUND

SURFACE

FILTER SAND

DRAIN

C DIKE 8L

KEY TRENCH

0 10 20 30 40 500-10-20

EXCAVATION LIMIT

EXISTING GROUND

SURFACE

FILTER SAND

DRAIN

C DIKE 8L

2.25

KEY TRENCH

0 10 20 30 40 50 60 700-10-20

EXCAVATION LIMIT

EXISTING GROUND

SURFACE

BLANKET DRAIN (18 INCHES

OF DRAIN ROCK SANDWICHED

BETWEEN 12 INCH LAYERS OF

FILTER SAND)

C DIKE 8L

2.25

FILTER SAND

DRAIN

KEY TRENCH

30 40 50 60 70 80 90 100 110 120 130 140 150

EXCAVATION LIMIT

FILTER SAND

DRAIN

DRAIN ROCK OUTLET

SWALE ROCK LINING

EMBANKMENT FILL

KEY TRENCH GEOTEXTILE

FABRIC

6" LAYER OF DRAIN ROCK

0 10 20 300-10-20-30

12" FILTER SAND

18" DRAIN ROCK

GEOTEXTILE

FABRIC

EMBANKMENT

FILL

8' MIN

EXISTING GROUND

SURFACE

0 10 20 300-10-20-30

GEOTEXTILE FABRIC TO

EXTEND 18" BEYOND

LIMITS OF DRAIN ROCK

FILTER SAND TO EXTEND 36"

BEYOND LIMITS OF DRAIN ROCK

18" DRAIN

ROCK

12" FILTER

SAND

EMBANKMENT

FILL

EXISTING GROUND

SURFACE

S O

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C-105

C4 STA 4+00 DRAIN SECTION

SCALE: 1" = 10' HORIZONTALC1 STA 1+00 DRAIN SECTION

SCALE: 1" = 10' HORIZONTAL

SLOPE TOE TRENCH AT MINIMUM

OF 1% TOWARDS THE SWALES

PRIOR TO DRAIN PLACEMENT

SWALE

TOE DRAIN EXTENTS

NORTH

PLAN

E1 TOE DRAIN GEOMETRY PLAN

SCALE: 1" = 40' 40' 80'0

SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' VERTICAL

1. SEE SHEET C-301 FOR MATERIAL AND DRAIN DIMENSIONS.

2. THIS SHEET SHOWS THE INITIAL DRAIN PLACEMENT PRIOR

TO SUBSEQUENT EMBANKMENT FILL PLACEMENT AND

REPRESENTS AN INTERIM CONDITION.

GENERAL SHEET NOTES

C7 STA 8+50 DRAIN SECTION

SCALE: 1" = 10' HORIZONTAL

SCALE: 1" = 10' VERTICAL

STA 8+00 (FILTER DRAIN

BLANKET) GRAVEL DRAIN ENDS;

TRANSITIONS TO FILTER SANDSTA 2+00 (FILTER DRAIN

BLANKET) GRAVEL DRAIN ENDS;

TRANSITIONS TO FILTER SAND

A1 STA 6+60 DRAIN SECTION

SCALE: 1" = 10' HORIZONTAL

SCALE: 1" = 10' VERTICAL

TOE DRAIN EXTENTS

LC OF DIKE 8

CUT SLOPE

2H:1V

CUT SLOPE

4.5H:1V

CUT SLOPE

2.25H:1V

C-105 C7

C-105

PLACE GEOTEXTILE

FABRIC ON TOP OF

DRAIN ROCK IN

ZONE AS OUTLINED

PLACE GEOTEXTILE

FABRIC ON TOP OF

DRAIN ROCK IN

ZONE AS OUTLINED

C-105

A8 C-105

A8 TYPICAL SWALE DRAIN SECTION

SCALE: 1" = 10' HORIZONTAL

SCALE: 1" = 10' VERTICAL

HISTORICAL ALIGNMENT

AND STATIONING

A5 TYPICAL SWALE DRAIN SECTION

SCALE: 1" = 10' HORIZONTAL

SCALE: 1" = 10' VERTICAL

C-105

T O

H T

O H

T O

H T

O H

T O

H T

O H

OHT OHT OHT OHT

FILL SLOPE

2H:1V

CUT SLOPE

2H:1V

FILL SLOPE

4.5H:1V

INSTALL NEW GATE

AT STATION 1+28.

SWALE ROCK LINING.

INSTALL NEW GATE

AT STATION 8+59.

ROADSIDE

DITCH

S88° 50' 15.13"E

ROADSIDE DITCH

C DIKE 8L

N : 2

: 6

N : 2

: 6

FOLS

OM POIN

T R D

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMIT

TOP OF DIKE 8

ORDINARY HIGH

WATER MARK

EL 468.34'

TOE OF SLOPE

NATURAL DRAINAGE

ROADSIDE

DITCH

A7 C-301

C1 C-301

A7 C-301

CITY OF FOLSOM

SEWER LINE

SMUD POWER

POLE / LINE

SECURITY

BOULDERS

E1 C-503

SECURITY

BOULDERS

E1 C-503

TOE MAINTENANCE

ROAD PROFILE

A1 C-107

TEMPORARY FENCING AND GATE TO

BE LEFT IN PLACE AT END OF

CONSTRUCTION. FENCING WILL BE

REMOVED AND GUARDRAIL

REINSTATED AS PART OF A SEPARATE

CONSTRUCTION CONTRACT.

E1 C-503

PLACE 27' OF

CORRUGATED

POLYETHYLENE

PIPE SEE NOTE 1

F4 C-502

PLACE 31' OF

CORRUGATED

POLYETHYLENE

PIPE SEE NOTE 1

F4 C-502

DIKE RAISE TO BE

BENCHED INTO

EXISTING SLOPE

C1 C-301

C4 C-301

FILL SLOPE

2.5H:1V

CUT

SLOPE

2H:1V

TEMPORARY

ACCESS ROAD

A7 C-103

F2 + F4 C-502

8+00 379+00 380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 3

DIKE RAISE TO BE

BENCHED INTO

EXISTING SLOPE

B P

: 0 +0

E P

: 9 +5

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+59.53

N 2,015,500

N 2,015,300

N 2,015,700

S O

N N

D E

N E

D B

D E

S C

M A

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S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

E N

J S

E T

S A

C R

A M

E N

, C

-2

A Y

S P

E C

N O

D E

N F

N O

N S

I D

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-0

S A

C R

A M

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M . F

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M . T

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U G

E D

G R

A D

C-106

NORTH

PLAN

B1 FINISHED GRADING PLAN

SCALE: 1" = 40' 40' 80'0

GENERAL SHEET NOTES

1. REFER TO SPECIFICATION FOR CORRUGATED

POLYETHYLENE PIPE DETAILS.

PLACE 20' OF

CORRUGATED

POLYETHYLENE

PIPE SEE NOTE 1

C-302 A1

C-302

T O

H T

O H

T O

H T

OHT OHT OHT

X X

N : 2

: 6

N : 2

: 6

STAGING AREA AND

CONSTRUCTION

BOUNDARY LIMIT

CITY OF FOLSOM

SEWER LINE

SMUD POWER

POLE / LINE

TR8 CL

CUT SLOPE

CURVATURE

L 93.52' R 55.00'

0 379+00 380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00

B P

: 0 +0

E P

: 9 +5

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+59.53

N 2,015,500

N 2,015,300

N 2,015,700

11+00

12+00

13+00

14+00 15+00

16+00

17+00

18+00

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

HI STA. 14+45.17

EL. = 476.806

LO STA. 12+94.54

EL. 470.939

LO STA. 16+02.82

EL. 466.885

2.00% -2.00%

-9.22%

6.88%

-8.35%

9.95%

2.00%

P V

I S

. 1 0+

P V

I S

. 1 8+

L 100.00'

P V

C S

. 1

E L.

P V

T S

. 1

E L.

L 100.00'

P V

C S

. 1

E L.

P V

T S

. 1

E L.

L 50.00'

P V

C S

. 1

E L.

P V

T S

. 1

E L.

P V

C S

. 1

E L.

P V

T S

. 1

E L.

L 200.00'

P V

C S

. 1

E L.

P V

T S

. 1

E L.

L 50.00'

P V

I S

. 1 0+

P V

I S

. 1 4+

P V

I S

. 1 8+

1P V

I S

. 1 2+

P V

I S

. 1 6+

TR8 CL

EXISTING

GRADE

TR8 CL

STA. 13+04.00

EL. 468.90

STA. 13+04.00

EL. 470.97

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

E N

J S

E T

S A

C R

A M

E N

, C

-2

A Y

S P

E C

N O

D E

N F

N O

N S

I D

-B

-0

S A

C R

A M

E N

O U

, C A

R N

M D

A M

R A

P R

C T

100%

US Army Corps of Engineers ®

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A E

C O

M T

E C

H N

L S

E R

E S

E E

T, S

A C

R A

M E

, C A

U .S

. A R

M Y

C O

R P

S O

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M . T

H O

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M . H

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A N

E N

E R

O A

C-107A1 TOE ROAD PROFILE

SCALE: 1" = 40' HORIZONTAL

SCALE: 1" = 8' VERTICAL

40' 80'0

0 8' 16'4'

NORTH

PLAN

40' 80'0

D1 TOE ROAD PLAN

SCALE: 1" = 40'

CULVERT

STA 16+06.00

EL. 463.00

CULVERT

STA 13+04.00

EL. 467.90

6" TO 12" MAX

BENCH HEIGHT

12" MIN

CONSTRUCTION NOTES:

1 PLACE FILL IN HORIZONTAL LIFTS AGAINST

VERTICAL FACES CUT INTO EXISTING MATERIAL.

TOP OF DIKE

TOP OF DEGRADE

1.5' DEPTH

6" EROSION

CONTROL

ROCK

PROTECTION

1' WIDE

1.5'2.5'

8" COMPACTED

AGGREGATE

SURFACING

ROADSIDE

DITCH

EG IN CUT6'

"TR8" LINE

EG IN FILL

BLANKET DRAIN (18" OF DRAIN

ROCK SANDWICHED BETWEEN 12"

LAYERS OF FILTER SAND)

12.5'

DEGRADE EL. 481.0'

8" AGGREGATE

SURFACING

TOP OF DIKE

EL. 487.51'

EL. 483.34'

2.5

2.25

EMBANKMENT FILL

EXISTING RSP

(TO REMAIN)

EXISTING

EMBANKMENT

FILL

APPROX. GROUND SURFACE

BENEATH DIKE

C DIKE 8L

PGFG

POINT DEGRADE

AND EG MEET

IF PRESENT, EXISTING RSP

TO BE REMOVED TO DEPTH

OF DEGRADE

2.25

DAYLIGHT

TO EXISTING

FILTER SAND

DEGRADE

12.5'

WASTE FILL

4.5

8.5'

ROCK SLOPE PROTECTION

12" ROCK

BEDDING

12" SAND

BEDDING

4'7.5' VARIES

1.5'6'

GEOTEXTILE FABRIC TO EXTEND

1' BEYOND HORIZONTAL SURFACE

OF EXISTING RSP LIMITS

7.5'

ROADSIDE

DITCH

UPSTREAM HINGE

POINT EL. 486.34'

3.5'

DOWNSTREAMUPSTREAM

24.5'

A7 C-301

6" EROSION CONTROL

ROCK PROTECTION

7.5'

12" EROSION CONTROL

ROCK PROTECTION

TOE ROAD

FILL

EROSION CONTROL ROCK PROTECTION

ALONG EXPOSED FILL SLOPE (6" MIN)

KEY TRENCH

"TR8" LINE

1% MIN

0.5%

24" MIN

F4 C-502

FILTER SAND

12" CORRUGATED POLYETHYLENE PIPE TYPE S (NOTE 5)

BLANKET DRAIN DETAIL

C-301

EROSION CONTROL ROCK PROTECTION (6" MIN)

POLYETHYLENE FLARED

END SECTION (NOTE 5)

TOE ROAD FILL

GEOTEXTILE FABRIC TO COVER

BLANKET DRAIN AT SWALE DRAINAGE

BLANKET DRAIN OUTLET

SWALE ROCK LINING

EMBANKMENT FILL

GEOTEXTILE FABRIC TO EXTEND

UP THE FACE OF THE SAND FILTER

A MINIMUM DISTANCE OF 1.5'

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

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E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

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J S

E T

S A

C R

A M

E N

, C

-2

A Y

S P

E C

N O

D E

N F

N O

N S

I D

-B

-0

S A

C R

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100%

US Army Corps of Engineers ®

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A E

C O

M T

E C

H N

L S

E R

E S

E E

T, S

A C

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. A R

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HAEL P. HUGHES

M . F

O R

R E

S T

M . T

H O

R N

D . L

U K

A S

H O

M . H

U G

N C

R O

S S

S E

O N

C-301

E1 DIKE TYPICAL SECTION

SCALE: NTS

C1 TYPICAL BENCHING AT ABUTMENTS

SCALE: NTS C4 BLANKET DRAIN OUTLET AT SWALE TYPICAL SECTION

SCALE: NTS

A7 ROADSIDE DITCH DETAIL

SCALE: NTS

1. UNLESS OTHERWISE NOTED, ALL THICKNESSES ARE

MEASURED PERPENDICULAR TO THEIR SLOPES.

2. REFER TO SPECIFICATION 35 73 13, 35 42 38, AND 32 15 00

FOR GRADATION OF FILL MATERIALS.

3. REFER TO 31 05 19 FOR GEOTEXTILE SPECIFICATIONS.

4. REFER TO 35 73 13 AND 32 15 00 FOR COMPACTION

SPECIFICATIONS.

5. REFER TO THE SPECIFICATIONS FOR CORRUGATED

POLYETHYLENE PIPE AND FLARED END SECTION

SPECIFICATIONS.

GENERAL SHEET NOTES

A1 BLANKET DRAIN DETAIL

SCALE: NTS

POLYETHYLENE FLARED

END SECTION (NOTE 5)

GEOTEXTILE FABRIC

DRAIN ROCK

SWALE ROCK LINING

6" THICK DRAIN ROCK

ALONG SLOPE

EMBANKMENT FILL

EXISTING GRADE

C DIKE 8L

3 4

UPSTREAM

7 9 1111

DOWNSTREAM

SEE NOTE 6

UPSTREAM

C DIKE 8L

7 9 1111

DOWNSTREAM

SEE NOTE 6

S O

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

D B

D A

C O

A C

T N

C H

E C

K E

D B

D R

A W

N B

U E

D A

2 3 4 5 6 7 8 9 10

A SHEET ID

S A

C R

A M

E N

J S

E T

S A

C R

A M

E N

, C

-2

A Y

S P

E C

N O

D E

N F

N O

N S

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-0

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US Army Corps of Engineers ®

Last saved by: DENNIS.BARNHART(2019-04-29) Last Plotted: 2019-05-16 Filename: G:\US ARMY CORPS\W91238-16-D-0018-DIKES7-8.MIAD\900_CAD_GIS\910-CAD\DIKE-8\20-SHEETS\C-302.DWG

A E

C O

M T

E C

H N

L S

E R

E S

E E

T, S

A C

R A

M E

, C A

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

C -3

A M

-0 9-

HAEL P. HUGHES

M . F

O R

R E

S T

M . T

H O

R N

D . L

U K

A S

H O

M . H

U G

H E

S S

W A

R A

R O

S S

S E

O N

C-302

1. UNLESS OTHERWISE NOTED, ALL THICKNESSES ARE

MEASURED PERPENDICULAR TO THEIR SLOPES.

2. REFER TO SPECIFICATION 35 73 13, 35 42 38, AND 32 15 00

FOR GRADATION OF FILL MATERIALS.

3. REFER TO 31 05 19 FOR GEOTEXTILE SPECIFICATIONS.

4. REFER TO 35 73 13 FOR COMPACTION SPECIFICATIONS.

5. REFER TO THE SPECIFICATIONS FOR CORRUGATED

POLYETHYLENE PIPE AND FLARED END SECTION

SPECIFICATIONS.

6. LOCALIZED DEPRESSIONS THAT EXIST ON THE

UPSTREAM SLOPE AFTER COMPLETION OF EXCAVATION

ACTIVITIES AND REMOVAL OF EXISTING RIPRAP TO BE

FILLED WITH SAND BEDDING PLACED PER THE

SPECIFICATIONS.

GENERAL SHEET NOTES

D1 WEST DRAIN CROSS SECTION

SCALE: NTS

A1 EAST SWALE DRAIN CROSS SECTION

SCALE: NTS

SHEET KEYNOTES

1. SAND BEDDING

2. ROCK BEDDING

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