6. DRAWINGS-BID OPTION 2 - PINEVIEW_SIGNED.pdf

SHEET OF

United States Department of Agriculture Forest Service

1 44

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

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UTAH

WEBER

R04 INTERMOUNTAIN REGION

UINTA-WASATCH-CACHE NATIONAL FOREST

OGDEN RANGER DISTRICT

PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION - PHASE 2

NEW POINT

FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

CIVIL ENGINEER

ROBERT ROUSSELLE

LANDSCAPE ARCHITECT

JAY BOLLWINKEL

I-15 AND

12TH STREET

NEW POINT

FROM I-15 AND 12TH STREET, IN OGDEN, UTAH TRAVEL EAST ON UT-39 E FOR 9.7 MILES. THEN TURN

LEFT ONTO UT-158 N FOR 1.6 MILES AND ARRIVE AT NEW POINT ON THE RIGHT.

NO. 108570

BOLLWINKEL

JAY

Licensed Landscape A r chi t e c t

ST A TE OF UT AH

12/06/202312/06/2023 3/31/2025

RYAN STONE Digitally signed by RYAN STONE Date: 2024.05.30 10:33:08 -06'00'

SEAN HARWOOD

Digitally signed by SEAN

HARWOOD

Date: 2024.05.31 07:40:19 -06'00'

DAVID

WHITTEKIEND

Digitally signed by DAVID

WHITTEKIEND

Date: 2024.05.31 10:01:13 -06'00'

Kevin W Bourne Digitally signed by Kevin W Bourne Date: 2024.06.03 17:38:51 -06'00'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R04)

INTERMOUNTAIN

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

R. ROUSSELLE

G. OFFERMANN

RR/FD

4AS

PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION

-PHASE 2

SANDY

45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529ENSIGN

THE STANDARD IN ENGINEERING

NEW POINT

DATENO.

REVISION / ISSUE

SHEET INDEX

12/7/2023

G2

INDEX OF SHEETS

SHEET DWG SHEET TITLE

1 G1 COVER SHEET

2 G2 SHEET INDEX

3 G3 LEGEND AND ABBREVIATIONS

4 G4 GENERAL NOTES

5 G5 GENERAL NOTES (CONT)

6 G6 CIVIL FORMS AND CODE ANALYSIS

7 G7 CIVIL FORMS AND CODE ANALYSIS (CONT)

8 G8 SPECIAL INSPECTIONS

9 C9 SPECIAL INSPECTIONS (CONT)

10 G10 SCHEDULE OF ITEMS AND DESCRIPTION OF WORK

11 C1 OVERALL CONSTRUCTION SURVEY POINTS AND CONTROL

12 C2 OVERALL CONSTRUCTION SURVEY POINTS AND CONTROL (CONT)

13 C3 NEW POINT CONSTRUCTION SURVEY POINTS AND CONTROL

14 C4 DEMOLITION PLAN

15 C5 OVERALL SITE AND UTILITY PLAN

16 C6 SITE AND UTILITY PLAN

17 C7 SITE AND UTILITY PLAN

18 C8 SITE AND UTILITY PLAN

19 C9 OVERALL GRADING PLAN

20 C10 GRADING PLAN

21 C11 GRADING PLAN

22 C12 GRADING PLAN

23 C13 EROSION CONTROL PLAN

24 C14 EROSION CONTROL PLAN

25 C15 EROSION CONTROL PLAN

26 C16 EROSION CONTROL DETAILS

27 C17 SIGNING AND STRIPING

28 C19 SIGNING AND STRIPING

INDEX OF SHEETS

SHEET DWG SHEET TITLE

29 D1 ROAD, PARKING, SIDEWALK, TRAIL AND PATH SECTION DETAILS

30 D2 TYPICAL UTILITY TRENCH, 4-FOOT WIDE VALLEY GUTTER, ROCK LINED

SWALE, RCP FLARED END SECTION, AND TYPE 'P' CURB DETAILS

31 D3 POST AND ROPE FENCE DETAIL

32 D4 BARRIER ROCK AND CONCRETE WHEEL STOP DETAILS

33 D5 VAN ACCESSIBLE PARKING SPACE AND TRASH ENCLOSURE WITH 6 YD

DUMPSTER DETAILS

34 D6 ACCESSIBLE BEACH ACCESS DETAIL

35 D7 2-UNIT VAULT COMFORT STATION DETAIL

36 D8 SMALL PAVILLION, LOOKOUT PLATFORM, INFORMATION HUB, AND

INTERPRETIVE SIGN DETAILS

37 D9 WOOD BREAKAWAY POST DETAILS

38 D10 NEW POINT KIOSKS, SINGLE BULLETIN, ANCHOR BOLT AND BASE PLATE,

AND CANTILEVER ARM CONNECTION DETAILS

39 D11 RECREATION SITE IDENTIFICATION SIGN AT ENTRANCE AND SITE

ENTRANCE SIGN - WOOD SUPPORT DETAILS

40 D12

EXPANDED STEEL BENCH, PICNIC TABLE, SMALL UTILITY TABLE,

ACCESSIBLE PARK GRILL, BOLLARD BIKE RACK, AND ANIMAL PROOF

LITTER RECEPTACLE - DOUBLE UNIT DETAILS

41 D13 PAY STATION DETAIL

42 D14 BARRACUDA STORM DRAIN HYDRODYNAMIC SEPERATOR DETAIL

43 D15 EXPANDED STEEL BENCH WITH BACK DETAIL

44 L1 TREE DEMOLITION AND PROTECTION PLAN

12/06/2023 3/31/2025

12/06/2023

@ AT

Ø DIAMETER

% PERCENTAGE

' FEET

“ INCHES

3PH THREE PHASE POWER

AB ANCHOR BOLT

ABAAS ARCHITECTURAL BARRIERS

ACT ACCESSIBILITY

STANDARDS

ABUT ABUTMENT

AC ASBESTOS CEMENT PIPE

OR ASPHALT CONCRETE

ADT AVERAGE DAILY TRAFFIC

APPROX APPROXIMATELY

APWA AMERICAN PUBLIC WORKS

ASSOCIATION

AL AIR LINE

ALUM ALUMINUM

AR ACCESSIBLE ROUTE

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWWA AMERICAN WATER WORKS

ASSOCIATION

AZ AZIMUTH

BAL BALANCE

BEG BEGINNING / BEGIN

BFC BACK FACE OF CURB

BLD FLG BLIND FLANGE

BLDG BUILDING

BLM BUREAU OF LAND

MANAGEMENT

BM BENCHMARK

BLK BLOCK

BOD BIOCHEMICAL OXYGEN

DEMAND

BOS BOTTOM OF STEP

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

BVC BEGIN VERTICAL CURVE

C CURVE

C&G CURB AND GUTTER

CALC CALCULATED

CB CATCH BASIN

C-C CENTER TO CENTER

CCW COUNTER CLOCKWISE

CF CURB FACE

CFS CUBIC FEET PER SECOND

CIP CAST IRON PIPE

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEARANCE

CMP CORRUGATED METAL PIPE

CMP-A CORRUGATED METAL PIPE

- ARCH

CO CLEAN OUT

COB CLEAN OUT BOX

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONN CONNECT

CONT CONTINUOUS, CONTINUED

COR CORNER

CTR CENTER

CU FT CUBIC FEET

CU YD CUBIC YARD

CULV CULVERT

CW CLOCKWISE

D DEGREE

DET DETAIL

DIA DIAMETER

DIP DUCTILE IRON PIPE

DIST DISTANCE

DL DRAIN LINE

DMH DRAINAGE MANHOLE

DN DOWN

DW DRINKING WATER

DWG DRAWINGS

DWV DRAIN WASTE VENT

E EAST

EA EACH

EB ELECTRICAL BOX

EG EDGE OF GRAVEL

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATION

EMB EMBANKMENT

EMH ELECTRICAL MANHOLE

ENGR ENGINEER

ENT ENTRANCE

EO EDGE OF OIL

EOA EDGE OF ASPHALT

EQUIP EQUIPMENT

ES EDGE OF SHOULDER

EST ESTIMATE

EVC END OF VERTICAL CURVE

EW EACH WAY

EXC EXCAVATION

EX EXISTING

EXIST EXISTING

FD FLOOR DRAIN

FDN FOUNDATION

FEN COR FENCE CORNER

FE FIRE EXTINGUISHER

FF FINISH FLOOR

FFC FRONT FACE OF CURB

FG FINISH GRADE

FH FIRE HYDRANT

FIN FINISH

FL FLOW LINE / FLANGE

FLR FLOOR

FRP FIBERGLASS REINFORCED

PIPE

FSORAG FOREST SERVICE

OUTDOOR RECREATION

ACCESSIBILITY GUIDELINES

FT FEET

FTG FOOTING

G GAS

GA GAGE / GAUGE

GALV GALVANIZED

GB GRADE BREAK

GEN GENERAL

GF GARAGE FLOOR

GLB GLUED LAMINATED BEAM

GM GAS METER

GSP GALVANIZED STEEL PIPE

GV GATE VALVE

HC HANDICAP/ HYPOCHLORITE

HDG HOT DIPPED GALVANIZED

HDWL HEADWALL

H&T HUB & TACK

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL

SECTION

HWL HIGH WATER LEVEL

HWY HIGHWAY

HX HEAT EXCHANGER

HYD HYDRANT

ID INSIDE DIAMETER

IE INVERT ELEVATION

IJ ISOLATION JOINT

IN INCH

INFO INFORMATION

INV INVERT

IRR IRRIGATION

JCT JUNCTION

K RATE OF VERTICAL

CURVATURE

L LENGTH

LB POUND

LD LAND DRAIN

LF LINEAR FEET

LIC LICENSE

LIN LINEAR / LINEAL

LP LOW POINT / LIGHT POLE

LS LAND SURVEYOR

LT LEFT

LWL LOW WATER LEVEL

MAG MAGNETIC

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MKR MARKER

ML MATCH LINE

MON MONUMENT

MPH MILES PER HOUR

N NORTH

NG NATURAL GROUND

NIC NOT IN CONTRACT

NPW NON-POTABLE WATER

NO OR # NUMBER

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF REV OFFICE REVISION

O-O OUTSIDE TO OUTSIDE

OHP OVERHEAD POWER

ORIG ORIGINAL

OSB ORIENTED STRAND BOARD

PC POINT OF CURVATURE /

PRESSURE CLASS

PCC POINT OF COMPOUND

CURVATURE

PD POND EFFLUENT

PE PLANT EFFLUENT

PERT PERFORATED

PI POINT OF INTERSECTION /

PRIMARY INFLUENT

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PLCS PLACES

POB POINT OF BEGINNING

POC POINT ON CURVATURE

PP POWER POLE

PRC POINT OF REVERSE

CURVATURE

PRO PROPOSED

PROJ PROJECT

PROP PROPERTY

PS PUMP STATION

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POINT OF VERTICAL

CURVATURE / POLYVINYL

CHLORINE

PVI POINT OF VERTICAL

INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL

TANGENCY

PW POTABLE WATER

QTY QUANTITY

R RADIUS / RANGE

RAS RETURN ACTIVATED

SLUDGE

RCP REINFORCED CONCRETE

PIPE

RCCP REINFORCED CONCRETE

CYLINDER PIPE

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCED

REQ'D REQUIRED

REV REVISION

ROW RIGHT OF WAY

RP REFERENCE POINT

RR RAILROAD

RT RIGHT / ROUTE

R/W RIGHT OF WAY

S SLOPE / SOUTH

SAN SANITARY

SAN SWR SANITARY SEWER

SCH SCHEDULE

SD STORM DRAIN

SE SECONDARY EFFLUENT

SEC SECONDARY

SEC COR SECTION CORNER

SHT SHEET

SJ SAWED JOINT

SKT SOCKET

SL SOLIDS LINE

SOVFL SURFACE OVERFLOW

SPECS SPECIFICATIONS

SQ SQUARE

SQ FT SQUARE FEET

SQ YD SQUARE YARDS

SS SANITARY SEWER /

STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STL STEEL

STN STL STAINLESS STEEL

STRUCT STRUCTURE

SW SIDEWALK

SWR SEWER

SWL SECONDARY WATER LINE

T TOWNSHIP / TELEPHONE

TAN TANGENT

TBC TOP BACK OF CURB

TEMP TEMPORARY

TELE TELEPHONE / TELEGRAM

THD THREADED

THK THICK

TKN TOTAL KJELDAHL

NITROGEN

TOA TOP OF ASPHALT

TOC TOP OF CONCRETE

TOF TOP OF FOUNDATION / TOP

OF FOOTING

TOG TOP OF GRATE / TOP OF

GRAVEL

TOP TOP OF PIER

TOW TOP OF WALL

TOS TOP OF STEP / TOP OF

SLAB

TSS TOTAL SUSPENDED SOLIDS

TYP TYPICAL

UB UTILITY BOX

UG UNDERGROUND

UNO UNLESS NOTED

OTHERWISE

USFS UNITED STATES FOREST

SERVICE

UW UTILITY WATER

VC VERTICAL CURVE

VERT VERTICAL

VIC VIC COUPLING

VOL VOLUME

VPI VERTICAL POINT OF

INTERSECTION

VPC VERTICAL POINT OF CURVE

VPT VERTICAL POINT OF

TANGENCY

VSS VOLATILE SUSPENDED

SOLIDS

W WEST / WATER

WAS WASTE ACTIVATED SLUDGE

WIV WALL INDICATOR VALVE

WL WATER LINE

WM WATER METER

WO WEIR OVERFLOW

W/ WITH

W/O WITHOUT

XING CROSSING

X-SEC CROSS SECTION

YH YARD HYDRANT

ABBREVIATIONS (MAY CONTAIN ABBREVIATIONS NOT SHOWN ON THE DRAWINGS)

W

LEGEND (NOTE: MAY CONTAIN SYMBOLS NOT SHOWN ON THE DRAWINGS)

S

D

EXISTING BUILDING

EXISTING FIBER OPTIC LINE

EXISTING IRRIGATION LINE

EXISTING LIGHT

EXISTING GAS LINE

EXISTING POWER POLE

EXISTING SIGN

EXISTING BURIED POWER LINE

EXISTING OVERHEAD POWER LINE

EXISTING EDGE OF ASPHALT

ROADWAY CENTERLINE

EXISTING EDGE OF GRAVEL ROAD

RIGHT OF WAY

EXISTING TOPOGRAPHIC BREAKLINE

EXISTING CONCRETE

EXISTING EDGE OF DIRT

DRAINAGE SWALE

EXISTING FENCE

US ARMY CORPS ENGINEER JURISDICTION HWL, PINEVIEW RESERVOIR

EXISTING STRIPING

EXISTING TOE OF SLOPE

EXISTING TOP OF SLOPE

EXISTING EDGE OF TREE LINE

EXISTING WALL

WETLANDS BOUNDARY

EXISTING STORM DRAIN PIPE

EXISTING STORM DRAIN CULVERT

SECTION LINE

EXISTING WATER MANHOLE

EXISTING WATER METER

EXISTING WATER VALVE

EXISTING WATER SPIGOT

EXISTING WATER PIPE

FOUND REBAR WITH CAP

EXISTING COMMUNICATIONS BOX

EXISTING MAILBOX

EXISTING CONIFEROUS TREE

SECTION CORNER

RIGHT OF WAY MARKER

PROPOSED TIMBER POST AND RAIL

PROPOSED POST AND ROPE FENCE

PROPOSED ELECTRICAL CONDUIT

PROPOSED GAS LINE

PROPOSED WATER LINE PIPE

PROPOSED WATER LINE FITTING W/ THRUST BLOCK

PROPOSED FIREHYDRANT

PROPOSED WATER VALVE

PROPOSED STORM DRAIN PIPE

PROPOSED STORM DRAIN MANHOLE

PROPOSED STORM DRAIN CATCH BASIN

PROPOSED STORM DRAIN CATCH BASIN

PROPOSED SEWER PIPE

PROPOSED SEWER MANHOLE

PROPOSED SEWER CLEANOUT

EXISTING CONTOUR - MAJOR

EXISTING CONTOUR - MINOR

PROPOSED CONTOUR - MAJOR

PROPOSED CONTOUR - MINOR

PROPOSED ASPHALT

PROPOSED TRAIL

PROPOSED TOPOGRAPHIC BREAKLINE

LIMITS OF DISTURBANCE

ACCESSIBLE SYMBOL

UNPAVED SURFACES

CONCRETE PAVEMENT

ASPHALT PAVEMENT

DEMO CLEAR AND GRUB

DEMO REMOVAL OF ASPHALT

AREAS TO BE SEEDED

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R04)

INTERMOUNTAIN

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

R. ROUSSELLE

G. OFFERMANN

RR/FD

4AS

PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION

-PHASE 2

SANDY

45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529ENSIGN

THE STANDARD IN ENGINEERING

NEW POINT

DATENO.

REVISION / ISSUE

/3/

2:

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LEGEND AND

ABBREVIATIONS

12/7/2023

G3

12/06/2023

GENERAL NOTES

1. ALL CONSTRUCTION MUST STRICTLY FOLLOW THE STANDARDS AND

SPECIFICATIONS SET FORTH BY: DESIGN ENGINEER, US FOREST SERVICE,

WEBER COUNTY, LOCAL AGENCY JURISDICTION, THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (M.U.T.C.D.), AND OTHER REGULATORY

AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK

WHERE APPLICABLE. THE ORDER LISTED ABOVE IS ARRANGED BY

SENIORITY. THE LATEST EDITION OF ALL STANDARDS AND SPECIFICATIONS

MUST BE ADHERED TO. IF A CONSTRUCTION PRACTICE IS NOT SPECIFIED

BY ANY OF THE LISTED SOURCES, CONTRACTOR MUST CONTACT DESIGN

ENGINEER FOR DIRECTION.

2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH

THESE CONTRACT DOCUMENTS, LOCAL JURISDICTION OF AUTHORITY,

FEDERAL REQUIREMENTS, AND STATE REQUIREMENTS AND THE MOST

RECENT EDITIONS OF THE FOLLOWING: INTERNATIONAL PLUMBING CODE,

INTERNATIONAL BUILDING CODE, UTAH DIVISION OF DRINKING WATER

REGULATIONS, US FOREST SERVICE REQUIREMENTS, AND WEBER COUNTY

CODE. THE CONTRACTOR IS REQUIRED TO ADHERE TO ALL OF THE

ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND

APPROVED BY THE ENGINEER.

3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER

GENERAL NOTES, TYPICAL DETAILS, AND SPECIFICATIONS.

4. THE CONTRACTOR SHALL REFER TO THE TECHNICAL PROVISIONS FOR

INFORMATION NOT COVERED BY THESE GENERAL NOTES OR DRAWINGS.

5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE

SUBMITTING A BID OR PRICE TO THE OWNER AND SHALL NOTIFY OWNER OF

ANY DISCREPANCIES OR CONFLICTS BEFORE PROCEEDING WITH THE WORK

OR SUBMITTING THE BID.

6. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS AND

APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION

SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY

REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE

PERMITTING AUTHORITIES.

7. ALL DIMENSIONS, GRADES, AND UTILITY DESIGN SHOWN ON THE

PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST

BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE

DRAWINGS, PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY

PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO

THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO THE

DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF SUCH

NOTIFICATION HAS NOT BEEN GIVEN.

8. CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE IN

ACCORDANCE WITH LOCAL AGENCY JURISDICTION, FEDERAL, STATE, OR

COUNTY REGULATIONS FOR WORKING IN THE PUBLIC WAY.

9. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE

TEMPORARY ERECTION OF BRACING AND SHORING AS REQUIRED FOR

STABILITY OF STRUCTURES AND EXCAVATIONS DURING ALL PHASES OF

CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND

BRACING OF EXCAVATIONS AND TRENCHES AND FOR THE PROTECTION OF

WORKERS.

10. THE CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION

ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS

NOT LIMITED TO VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE

AND LIMITS OF TRENCH EXCAVATION. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE

APPROPRIATE GOVERNING ENTITY AND/OR INDIVIDUAL PROPERTY

OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS.

11. PROJECT HORIZONTAL AND VERTICAL DATUM ARE SHOWN ON SHEET

C1.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO

ADJACENT SURFACE IMPROVEMENTS.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY

SETTLEMENT OF OR DAMAGE TO EXISTING UTILITIES.

14. THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL MATERIALS TO

COMPLETE THE PROJECT, UNLESS OTHERWISE NOTED ON THE PROJECT

DOCUMENTS.

15. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE

PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY

RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO

CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES

PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL

COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND

REPAIR TO THESE FACILITIES CAUSED BY THEIR WORK FORCE.

CONTRACTOR SHALL START INSTALLATION AT LOW POINT OF ALL NEW

GRAVITY UTILITY LINES.

16. NO CHANGE IN DESIGN LOCATION OR GRADE WILL BE MADE BY THE

CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF THE PROJECT

ENGINEER.

17. NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED

PRIOR TO ACTUAL CONSTRUCTION OF A REQUIRED FACILITY OR

IMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF

CONSTRUCTION SHALL BE AVOIDED.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING,

MAINTAINING, OR RESTORING ALL MONUMENTS AND MONUMENT

REFERENCE MARKS WITHIN THE PROJECT SITE. CONTACT THE COUNTY

SURVEYOR FOR MONUMENT LOCATIONS AND CONSTRUCTION DETAILS.

19. CONTRACTOR TO LAYOUT AND POTHOLE FOR ALL POTENTIAL

CONFLICTS WITH UTILITY LINES ON- OR OFF-SITE AS REQUIRED PRIOR TO

ANY CONSTRUCTION, AND THE CONTRACTOR WILL VERIFY DEPTHS OF

UTILITIES IN THE FIELD BY POTHOLING A MINIMUM OF 300 FEET AHEAD OF

PIPELINE CONSTRUCTION TO AVOID CONFLICTS WITH DESIGNED PIPELINE

GRADE AND ALIGNMENT. IF A CONFLICT ARISES RESULTING FROM THE

CONTRACTOR'S NEGLIGENCE TO POTHOLE UTILITIES, THE CONTRACTOR

WILL BE REQUIRED TO RESOLVE THE CONFLICT WITHOUT ADDITIONAL COST

OR CLAIM TO THE OWNER OR ENGINEER.

20. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE

RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO OWNER.

21. CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR

COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION.

22. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW

CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAWCUT

TO A CLEAN, SMOOTH EDGE.

23. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH

THE MOST RECENT, ADOPTED EDITION OF FSORAG AND ABAAS GUIDELINES

AND US FOREST SERVICE ACCESSIBILITY REQUIREMENTS.

24. CONTRACTOR SHALL, AT THE TIME OF BIDDING AND THROUGHOUT

THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OF UTAH AND

SHALL BE BONDABLE FOR AN AMOUNT REQUIRED BY THE OWNER.

25. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER,

POWER, SANITARY FACILITIES AND TELEPHONE SERVICES AS REQUIRED

FOR THE CONTRACTOR'S USE DURING CONSTRUCTION.

26. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY

SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED

UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE

REGULATORY AGENCY'S STANDARD SPECIFICATIONS. ALL RE-TESTING

AND/OR RE-INSPECTION SHALL BE PAID FOR BY THE CONTRACTOR.

27. IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR

REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BE

CONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE.

COST OF REPLACING OR REPAIRING EXISTING IMPROVEMENTS SHALL BE

INCLUDED IN THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND/OR

REPLACEMENT. THERE WILL BE NO EXTRA COST DUE TO THE CONTRACTOR

FOR REPLACING OR REPAIRING EXISTING IMPROVEMENTS.

28. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN,

OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE PLANS OR

SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE WITH MATERIALS EQUAL TO OR BETTER THAN THE

MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED

PRODUCT SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER, THE

ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY.

29. CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE

RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL

STRUCTURES AND OTHER FACILITIES. RECORD DRAWINGS SHALL REFLECT

CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL

IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL

DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR.

PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL

DELIVER TO THE ENGINEER ONE SET OF NEATLY MARKED RECORD

DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. RECORD

DRAWINGS SHALL BE REVIEWED AND THE COMPLETE RECORD DRAWING

SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED AS

A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR

FINAL ACCEPTANCE.

30. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE

WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS

UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL

AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE

TO BE USED.

31. ALL EXISTING GATES AND FENCES TO REMAIN UNLESS OTHERWISE

NOTED ON PLANS. PROTECT ALL GATES AND FENCES FROM DAMAGE.

32. ALL EXISTING TREES ARE TO REMAIN UNLESS OTHERWISE NOTED ON

PLANS. PROTECT ALL TREES FROM DAMAGE.

33. CONTRACTORS ARE RESPONSIBLE FOR ALL OSHA REQUIREMENTS ON

THE PROJECT SITE.

34. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND MAINTAIN

ANY EQUIPMENT NECESSARY TO DEWATER EXCAVATIONS AS NOTED ON

THE PROJECT DRAWINGS.

35. CONTRACTOR SHALL NOTIFY BLUESTAKES 1-800-662-4111 48 HOURS

PRIOR TO BEGINNING EXCAVATION. CONTRACTOR SHALL LOCATE EXISTING

WATER LINE AND OTHER UTILITIES BOTH VERTICALLY AND HORIZONTALLY.

IF DISCREPANCIES, CONFLICTS OR UNFORESEEN CONDITIONS ARE

DISCOVERED, CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER FOR

RESOLUTION.

36. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE SECTIONS OF

THE UTAH DIVISION OF DRINKING WATER SERIES 500 RULES, DRINKING

WATER FACILITY CONSTRUCTION, DESIGN AND OPERATION.

UTILITY NOTES

1. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD,

THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY BLUE

STAKES AT 1-800-662-4111 48 HOURS IN ADVANCE OF PERFORMING ANY

EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE BLUE STAKES

ORDER NUMBER AND FURNISH ORDER NUMBER TO OWNER AND ENGINEER

PRIOR TO ANY EXCAVATION. IT WILL BE THE CONTRACTOR'S SOLE

RESPONSIBILITY TO DIRECTLY CONTACT ANY OTHER UTILITY COMPANIES

THAT ARE NOT MEMBERS OF BLUE STAKES. IT SHALL BE THE

CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES

SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF

THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL

BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED

TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES

INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE PROJECT.

2. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE

EXISTENCE OF UNRECORDED UTILITY LINES. EXCAVATION REQUIRED

WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND.

CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR

STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT

CONTRACTOR'S EXPENSE.

3. TRENCH BACKFILL MATERIAL AND COMPACTION TESTS PER

SPECIFICATION, SECTION 330520. NO NATIVE MATERIALS ARE ALLOWED IN

THE PIPE ZONE. THE MAXIMUM LIFT FOR BACKFILLING EXCAVATIONS IS

8-INCHES.

4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE,

CAUSED BY ANY CONDITION INCLUDING SETTLEMENT, TO EXISTING

UTILITIES FROM WORK PERFORMED AT OR NEAR EXISTING UTILITIES. THE

CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL

EXISTING PUBLIC AND PRIVATE ROADWAY AND UTILITY FACILITIES. DAMAGE

TO EXISTING FACILITIES CAUSED BY THE CONTRACTOR MUST BE REPAIRED

BY THE CONTRACTOR AT THEIR EXPENSE TO THE SATISFACTION OF THE

OWNER OF SAID FACILITIES.

5. ALL WATER LINE AND SEWER LINE INSTALLATION AND TESTING TO BE

IN ACCORDANCE WITH LOCAL GOVERNING AGENCY'S OR PER

SPECIFICATION 330800.

6. ALL MANHOLES, HYDRANTS, VALVES, CLEANOUT BOXES, CATCH

BASINS, METERS, ETC. MUST BE RAISED OR LOWERED TO FINAL GRADE PER

PROJECT SPECIFICATIONS AND INSPECTOR REQUIREMENTS. CONCRETE

COLLARS MUST BE CONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES,

CATCH BASINS, AND VALVES PER PROJECT SPECIFICATIONS. ALL MANHOLE,

CATCH BASIN, OR CLEANOUT BOX CONNECTIONS MUST BE MADE WITH THE

PIPE CUT FLUSH WITH THE INSIDE OF THE BOX AND GROUTED OR SEALED.

7. CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO

ENTER THE NEW OR EXISTING PIPE DURING CONSTRUCTION.

8. SILT AND DEBRIS ARE TO BE CLEANED OUT OF ALL STORM DRAIN

BOXES. CATCH BASINS ARE TO BE MAINTAINED IN A CLEANED CONDITION

AS NEEDED UNTIL AFTER THE FINAL BOND RELEASE INSPECTION.

9. CONTRACTOR SHALL CLEAN ASPHALT, TAR OR OTHER ADHESIVES OFF

OF ALL MANHOLE LIDS AND INLET GRATES TO ALLOW ACCESS.

10. EACH TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID

TO THE ALIGNMENT AND GRADE AS REQUIRED. THE TRENCH WALL SHALL

BE SO BRACED THAT THE WORKMEN MAY WORK SAFELY AND EFFICIENTLY.

ALL TRENCHES SHALL BE DRAINED SO THE PIPE LAYING MAY TAKE PLACE IN

DEWATERED CONDITIONS.

11. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE

MEANS AND DEVICES WITH WHICH TO REMOVE PROMPTLY AND TO

PROPERLY DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATION.

12. UTAH STATE REGULATIONS ON THE SEPARATION OF DRINKING

WATER AND SEWER LINES SHALL BE FOLLOWED. THESE ARE LISTED UNDER

UAC R317-3-2.9.B TO UAC R309-550-7.

13. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS OR SPECIAL

THICKNESS CLASS CONFORMING TO ANSI/AWWA C150/A21.50 & C151/A21.51

AND AWWA C600 WITH 8 MIL. POLYETHYLENE WRAP FOR BURIED

INSTALLATIONS.

14. ALL DUCTILE IRON FITTINGS SHALL BE RATED FOR WORKING

PRESSURES AS SPECIFIED ON THE DRAWINGS.

15. POLYVINYL CHLORINE PIPE SHALL CONFORM TO AWWA C900 WITH A

DIMENSION RATION (DR) OF 18 OR LESS AND CONFORM TO ASTM D2774 AND

AWWA M23.

16. ALL GATE VALVES SHALL BE RESILIENT WEDGE GATE VALVES AND

SHALL CONFORM TO AWWA C-509 OR C-515. GATE VALVES INSTALLED IN

VAULTS SHALL BE FURNISHED WITH HANDWHEEL OPERATORS. VALVES

INSTALLED IN DIRECT BURY APPLICATIONS SHALL BE FURNISHED WITH A

TWO-INCH SQUARE OPERATING NUT AND SLIP TYPE, CAST IRON VALVE BOX.

17. ALL BUTTERFLY VALVES FOR STANDARD PRESSURE APPLICATIONS

SHALL BE TIGHT-CLOSING RUBBER SEAT BUTTERFLY VALVES AND SHALL

MEET THE REQUIREMENTS OF AWWA C-504 FOR CLASS 150 B VALVES AND

RATED FOR WORKING PRESSURE OF 150 PSI. HIGH PRESSURE BUTTERFLY

VALVES SHALL BE RATED FOR WORKING PRESSURES AS SPECIFIED ON THE

DRAWINGS.

18. ALL BOLTS FOR DIRECT BURY FITTINGS SHALL BE COATED WITH FM

GREASE, AND THE ENTIRE FITTING SHALL BE WRAPPED WITH 8 MIL.

POLYETHYLENE PRIOR TO BACKFILLING.

19. CONTRACTOR SHALL INSTALL TRACER WIRE AND MAGNETIC

LOCATING TAPE CONTINUOUSLY OVER ALL PIPE UNLESS NOTED ON THE

DRAWINGS.

20. ALL DRINKING WATER LINES, TANKS, WELLS, FITTINGS AND

APPURTENANCES SHALL BE INSTALLED, TESTED, AND DISINFECTED PER

R309-500 THRU 550 PUBLIC DRINKING WATER FACILITY DESIGN AND

OPERATION RULES. ALL MATERIAL THAT MAY CONTACT DRINKING WATER,

INCLUDING PIPES, GASKETS, LUBRICANTS, O-RINGS, SHALL BE CERTIFIED

PER ANSI/NSF 61, CERTIFIED DRINKING WATER SYSTEM COMPONENTS -

HEALTH EFFECTS. TO PERMIT FIELD VERIFICATION OF THIS COMPLIANCE,

ALL SUCH COMPONENTS SHALL BE APPROPRIATELY STAMPED WITH THE

NSF LOGO. FLUSHING AND DISINFECTION OF DRINKING WATER LINES,

TANKS, WELLS, FITTINGS AND APPURTENANCES SHALL BE IN ACCORDANCE

WITH AWWA STANDARD C651. PRESSURE AND LEAK TESTING SHALL COMPLY

WITH AWWA C600.

21. ALL BURIED MECHANICAL JOINTS SHALL BE RESTRAINED

22. ALL OPEN ENDS OF PIPE SHALL BE EFFECTIVELY SEALED AT THE END

OF THE DAY'S WORK AND PIPE SHALL NOT BE DROPPED INTO TRENCH.

23. PVC PIPE SHALL BE PRESSURE TESTED ACCORDING TO AWWA C605.

24. WATER LINE TO BE LAID WITHOUT HIGH POINTS OR LOW POINTS,

EXCEPT WHERE SHOWN ON THE PLAN AND PROFILE SHEETS.

25. DRINKING WATER LINES TO BE INSTALLED WITH MINIMUM OF

60-INCHES OF COVER.

26. HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL CONFORM TO

AWWA M55 AND ASTM D2774.

27. ALL ELBOWS, TEES, CROSSES, CAPPED ENDS, VALVES AND OTHER

APPURTENANCES SHALL BE FULLY RESTRAINED USING THRUST BLOCKS

AND RESTRAINED JOINTS OR OTHER ACCEPTED METHODS UNLESS NOTED

ON THE PROJECT DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER IF A

THRUST BLOCK CANNOT BE POURED FOR A FITTING.

28. ENGINEER WILL PROVIDE ELECTRONIC FILE SHOWING PIPELINE

ALIGNMENT IN COORDINATES TO USE FOR PIPELINE STAKING.

29. CONTRACTOR SHALL COORDINATE ALL RESTORATION EFFORTS WITH

THE OWNER AND AGENCIES HAVING JURISDICTION.

30. CONTRACTOR SHALL COORDINATE LOCATION OF NEW "DRY UTILITIES"

WITH THE APPROPRIATE UTILITY COMPANY, INCLUDING BUT NOT LIMITED

TO: TELEPHONE & INTERNET SERVICE, GAS SERVICE, CABLE, AND POWER.

31. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO

INSTALLATION OF CURB, GUTTER, SIDEWALK AND PAVING.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/2 1/2

3 1 5:

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INTERMOUNTAIN

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G. OFFERMANN

RR/FD

4AS

PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION

-PHASE 2

SANDY

45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529ENSIGN

THE STANDARD IN ENGINEERING

NEW POINT

CALL BLUESTAKES

@ 811 AT LEAST 48 HOURS

PRIOR TO THE

COMMENCEMENT OF ANY

CONSTRUCTION.

Know what'sbelow.

before you dig.Call

R

DATENO.

REVISION / ISSUE

GENERAL NOTES

12/7/2023

G4

12/06/2023

CONCRETE NOTES

1. UNLESS OTHERWISE NOTED, ALL ON-GRADE CONCRETE WILL BE

PLACED ON A MINIMUM 6-INCH GRAVEL BASE OVER A WELL COMPACTED

(95% DENSITY PER ASTM D-1557) SUB GRADE.

2. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL CONCRETE

NOTES.

TRAFFIC CONTROL AND SAFETY NOTES

1. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ALL FLAGGING,

BARRICADES, AND TRAFFIC CONTROL AS MAY BE NECESSARY TO ENSURE

SAFETY TO THE GENERAL PUBLIC DURING CONSTRUCTION. A TRAFFIC

CONTROL PLAN SHALL BE DEVELOPED BY THE CONTRACTOR AND

SUBMITTED TO THE AGENCIES HAVING JURISDICTION.

2. TRAFFIC CONTROL, BARRICADES, DETOURING, AND STRIPING TO

CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES (M.U.T.C.D.).

3. NO STREET SHALL BE CLOSED TO TRAFFIC WITHOUT WRITTEN

PERMISSION FROM THE APPROPRIATE AGENCY, EXCEPT WHEN DIRECTED

BY LAW ENFORCEMENT OR FIRE OFFICIALS.

4. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR

SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE MAINTAINED FOR

ALL PROPERTIES ADJACENT TO THE WORK.

5. DETOURING OPERATIONS FOR A PERIOD OF SIX CONSECUTIVE

CALENDAR DAYS, OR MORE, REQUIRE THE INSTALLATION OF TEMPORARY

STREET STRIPING AND REMOVAL OF INTERFERING STRIPING BY

SANDBLASTING. THE DETOURING STRIPING PLAN OR CONSTRUCTION

TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE CITY TRAFFIC

ENGINEER OR LOCAL JURISDICTION OF AUTHORITY FOR REVIEW AND

APPROVAL.

6. ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO THEIR

ORIGINAL CONDITION AT THE END OF THE WORK TO THE SATISFACTION OF

THE COUNTY TRAFFIC ENGINEER OR LOCAL JURISDICTION OF AUTHORITY.

7. TRAFFIC CONTROL DEVICES (TCDS) SHALL REMAIN VISIBLE AND

OPERATIONAL AT ALL TIMES.

8. ALL PERMANENT TCDS CALLED FOR HEREON SHALL BE IN PLACE AND

IN FINAL POSITION PRIOR TO ALLOWING ANY PUBLIC TRAFFIC ONTO THE

PORTIONS OF THE ROAD(S) BEING IMPROVED HEREUNDER, REGARDLESS OF

THE STATUS OF COMPLETION OF PAVING OR OTHER OFF-SITE

IMPROVEMENTS CALLED FOR BY THESE PLANS.

9. THE CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS,

OTHER EQUIPMENT AND FLAG PERSONS NECESSARY TO ENSURE THE

SAFETY OF WORKERS AND VISITORS.

GRADING AND DRAINAGE NOTES

1. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE

PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN

THE GEOTECHNICAL REPORT AND ALL RELATED ADDENDUMS.

2. THE CONTRACTOR SHALL STRIP AND CLEAR THE TOPSOIL, MAJOR

ROOTS AND ORGANIC MATERIAL FROM ALL PROPOSED BUILDING, PIPELINES,

AND PAVEMENT AREAS PRIOR TO SITE GRADING. (THE TOPSOIL MAY BE

STOCKPILED FOR LATER USE IN LANDSCAPED AREAS.)

3. THE CONTRACTOR SHALL REMOVE ALL ORGANIC MATERIAL AND

OTHER DELETERIOUS MATERIALS PRIOR TO PLACING GRADING FILL OR

BASE COURSE. THE AREA SHOULD BE PROOF-ROLLED TO IDENTIFY ANY

SOFT AREAS. WHERE SOFT AREAS ARE ENCOUNTERED, THE CONTRACTOR

SHALL REMOVE THE SOIL AND REPLACE WITH COMPACTED FILL.

4. ALL DEBRIS PILES AND BERMS SHOULD BE REMOVED AND HAULED

AWAY FROM SITE OR USED AS GENERAL FILL IN LANDSCAPED AREAS.

5. THE CONTRACTOR SHALL CONSTRUCT THE BUILDING PAD TO THESE

DESIGN PLANS AS PART OF THE SITE GRADING CONTRACT.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND DEBRIS

ON ADJACENT STREETS WHEN EQUIPMENT IS TRAVELING THOSE STREETS.

7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM

ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND

THE RELATED OFF-SITE WORK, SO AS TO GENERATE THE DESIRED

SUBGRADE, FINISH GRADES, AND SLOPES SHOWN.

8. THE CONTRACTOR IS WARNED THAT AN EARTHWORK BALANCE WAS

NOT NECESSARILY THE INTENT OF THIS PROJECT. ANY ADDITIONAL

MATERIAL REQUIRED OR LEFTOVER MATERIAL FOLLOWING EARTHWORK

OPERATIONS BECOMES THE RESPONSIBILITY OF THE CONTRACTOR AND

SHALL BE UTILIZED ONSITE AT LOCATIONS COORDINATED WITH OWNER.

9. ALL CUT AND FILL SLOPES SHALL BE PROTECTED UNTIL EFFECTIVE

EROSION CONTROL HAS BEEN ESTABLISHED.

10. THE USE OF DRINKING WATER WITHOUT A SPECIAL PERMIT FOR

BUILDING OR CONSTRUCTION PURPOSES INCLUDING CONSOLIDATION OF

BACKFILL OR DUST CONTROL IS PROHIBITED. THE CONTRACTOR SHALL

OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WATER FROM

GOVERNING AGENCY.

11. THE CONTRACTOR SHALL MAINTAIN THE STREETS, ROADS,

SIDEWALKS, AND ALL OTHER PUBLIC RIGHTS-OF-WAY IN A CLEAN, SAFE AND

USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS

SHALL BE PROMPTLY REMOVED AND DISPOSED OF IN A LAWFUL MANNER

FROM THE PUBLICLY-OWNED PROPERTY DURING CONSTRUCTION AND UPON

COMPLETION OF THE PROJECT. ALL ADJACENT PROPERTY, PRIVATE OR

PUBLIC, SHALL BE MAINTAINED IN A CLEAN, SAFE, AND USABLE CONDITION.

12. TOPSOIL SHALL BE REPLACED AND GRADED PRIOR TO REVEGETATION.

THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE DEPTH OF

EXISTING TOPSOIL AND REPLACING THE EXISTING TOPSOIL DEPTH.

DISTURBED AREAS SHALL BE RESEEDED USING A SEED MIX SPECIFIED ON

THE EROSION CONTROL PLAN OR LANDSCAPE PLAN AND DETAILS.

13. IMPROVEMENT ELEVATION LABELS AND ELEVATION CONTOURS

REFERENCE FINISH ELEVATIONS. REFER TO ABBREVIATIONS AND SYMBOL

LEGEND INCLUDED HEREIN.

EROSION CONTROL NOTES

1. PER UDEQ, STORM WATER GENERAL PERMIT FOR CONSTRUCTION

ACTIVITIES GENERAL PERMIT NO. UTR 300000, CONSTRUCTION ACTIVITY

INCLUDING CLEARING, GRADING, EXCAVATION, AND DEMOLITION THAT

DISTURBS ONE OR MORE ACRES OF LAND SHALL REQUIRE INCLUSION IN

THE GENERAL PERMIT AND COMPLY WITH THE REQUIREMENTS THEREIN.

2. THE TOTAL PROJECT AREA OF DISTURBANCE IS GREATER THAN 1

ACRE; THEREFORE, AN UPDES STORM WATER PERMIT IS REQUIRED.

3. THE CONTRACTOR SHALL OBTAIN A STORM WATER PERMIT FOR THIS

PROJECT, IF APPLICABLE, AND MAINTAIN A STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) ON SITE DURING ALL PHASES OF

CONSTRUCTION.

4. THE PRIME CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR

COMPLIANCE WITH GENERAL PERMIT.

5. THE EROSION CONTROL PLAN HEREIN IS FOR PERMITTING PURPOSES

ONLY. THE CONTRACTOR SHALL REVISE THE EROSION CONTROL PLAN TO

FIT SPECIFIC SITE CONDITIONS AS REQUIRED TO MEET THE REQUIREMENTS

AND CONDITIONS OF THE PERMIT.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH

THE PERMIT THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE OF

TERMINATION (NOT) IS ISSUED BY UDEQ. THE CONTRACTOR SHALL BE

FAMILIAR WITH ALL PERMIT REQUIREMENTS.

7. MAINTAIN DUST CONTROL WITH WATER AND/OR DUST PALLIATIVE AT

ALL TIMES. PROVIDE SUFFICIENT LABOR, EQUIPMENT, AND MATERIALS

ONSITE TO MAINTAIN DUST CONTROL WHEN CONDITIONS REQUIRE.

SPECIAL INSPECTION AS PER IBC

1. REFER TO STRUCTURAL SPECIAL INSPECTION SHEETS FOR SPECIAL

INSPECTIONS REQUIRED BY THE INTERNATIONAL BUILDING CODE.

DESIGN CRITERIA

1. REFER TO GENERAL STRUCTURAL NOTES SHEETS FOR PROJECT

DESIGN CRITERIA.

DEFERRED SUBMITTALS

* PAVILION DRAWINGS AND STRUCTURAL CALCULATIONS FOR

STRUCTURES, FOOTINGS, AND ANCHOR BOLTS

* FINAL PREFABRICATED BUILDING DRAWINGS AND STRUCTURAL

CALCULATIONS FOR STRUCTURES

* HYDRODYNAMIC SEPARATOR FINAL DRAWINGS AND CALCULATIONS.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R. ROUSSELLE

G. OFFERMANN

RR/FD

4AS

PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION

-PHASE 2

SANDY

45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529ENSIGN

THE STANDARD IN ENGINEERING

NEW POINT

CALL BLUESTAKES

@ 811 AT LEAST 48 HOURS

PRIOR TO THE

COMMENCEMENT OF ANY

CONSTRUCTION.

Know what'sbelow.

before you dig.Call

R

DATENO.

REVISION / ISSUE

GENERAL NOTES (CONT)

12/7/2023

G5

12/06/2023

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION

-PHASE 2

SANDY

45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529ENSIGN

THE STANDARD IN ENGINEERING

NEW POINT

DATENO.

REVISION / ISSUE

CIVIL FORMS AND CODE

ANALYSIS

12/7/2023

G6

12/06/2023

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION

-PHASE 2

SANDY

45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529ENSIGN

THE STANDARD IN ENGINEERING

NEW POINT

DATENO.

REVISION / ISSUE

CIVIL FORMS AND CODE

ANALYSIS (CONT)

12/7/2023

G7

12/06/2023

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/2 6/2

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PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION

-PHASE 2

SANDY

45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529ENSIGN

THE STANDARD IN ENGINEERING

NEW POINT

DATENO.

REVISION / ISSUE

SPECIAL INSPECTIONS

12/7/2023

G8

12/06/2023

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/2 6/2

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(R04)

INTERMOUNTAIN

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

R. ROUSSELLE

G. OFFERMANN

RR/FD

4AS

PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION

-PHASE 2

SANDY

45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529ENSIGN

THE STANDARD IN ENGINEERING

NEW POINT

DATENO.

REVISION / ISSUE

SPECIAL INSPECTIONS

(CONT)

12/11/2023

G9

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/8/

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INTERMOUNTAIN

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

R. ROUSSELLE

G. OFFERMANN

RR/FD

4AS

PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION

-PHASE 2

SANDY

45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529ENSIGN

THE STANDARD IN ENGINEERING

NEW POINT

DATENO.

REVISION / ISSUE

SCHEDULE OF ITEMS

AND DESCRIPTION OF

WORK

12/8/2023

G10

SCHEDULE OF ITEMS

THIS PROJECT INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT TO CONSTRUCT THE NEW POINT DAY USE AREA AT PINEVIEW RESERVOIR NEAR HUNTSVILLE, UT. THE SITE IS OWNED BY THE OGDEN

RANGER DISTRICT OF THE UINTA WASATCH, CACHE NATIONAL FOREST. THE WORK INCLUDES:

- REMOVAL AND DISPOSAL OF EXISTING STRUCTURES AND SITE FURNISHINGS.

- OBLITERATING, SCARIFYING, AND REGRADING EXISTING SITE.

- CONSTRUCTION OF STORM DRAINAGE IMPROVEMENTS: CULVERTS, FLARED END SECTIONS,

TRASH RACKS, TREATMENT DEVICES, AND DRAINAGE CHANNELS.

- CONSTRUCTION OF ROCK RIP RAP SLOPE PROTECTION.

- CONSTRUCTION OF PRECAST CONCRETE VAULT COMFORT STATIONS.

- CONSTRUCTION OF A NEW PARKING LOT AREA.

- CONSTRUCTION OF SIDEWALKS, TRAILS, AND BEACH ACCESS.

- CONSTRUCTION OF LOOKOUT PLATFORM AREA.

- CONSTRUCTION OF TRASH ENCLOSURE.

- CONSTRUCTION OF PAVILIONS (I.E. SHADE STRUCTURES) WITH PICNIC AND UTILITY TABLES.

ITEMS TO BE SALVAGED:

- NOT APPLICABLE

OPTIONAL WORK THAT MAY BE AWARDED INCLUDES:

- NOT APPLICABLE

DESCRIPTION OF WORKITEM

NUMBER DESCRIPTION METHOD

OF MEAS UNIT QUANTITY

BASE BID

010250-1 Construction Staking LSQ LS Lump Sum

011900 Mobilization LSQ LS Lump Sum

015100 Temporary Traffic Control LSQ LS Lump Sum

015639 Temporary Tree Protection LSQ LS Lump Sum

024102-1 Removal and Disposal of Existing Structures and Site Improvements LSQ LS Lump Sum

101400-1 USFS Signs - Regulatory AQ EA 31 101400-2 USFS Signs - Information Sign, Double Kiosk AQ EA 1 101400-3 USFS Signs - Interpretive Sign AQ EA 3 101415 USFS Signs - Site Identification Sign AQ EA 1

129400-1 Picnic Table AQ EA 5 129400-2 Small Utility Table AQ EA 5 129400-3 Animal Proof Double Litter Receptacle AQ EA 3 129400-4 Expanded Steel Bench without Back AQ EA 1 129400-5 Expanded Steel Bench with Back AQ EA 1 129400-6 Post and Hoop Bike Rack AQ EA 2 129704 Pay Station AQ EA 1

133402-1 Double Precast Vault Comfort Station with Solar Vents AQ EA 2 133700 Trash Enclosure with 6 YD Dumpster AQ EA 1

136000-1 Premanufactured Shelter (Small Monoslope Pavilion, 14-foot x 14-foot posts, 16-foot x 16-foot roof dripline) AQ EA 5

310513

Granular Backfill Borrow (Subbase) - Roadways, Host Sites, Parking Areas, Concrete Pads, Sidewalks, Curb, Gutter, Trails, Pathways, and Other Items Shown on Drawings (Commercial Source)

AQ CY 1,913

312000-1 Pipe Zone Material - Imported (Commercial Source) AQ CY 45 312000-2 Special Bedding - Imported (Commercial Source) AQ CY 49 312100 Project Site Preparation and Grading LSQ LS Lump Sum

313700-1 FHWA FP-14 Class 6 Rock Rip Rap - Shorline Protection DQ CY 130 313700-2 D50-6 inch Rock Rip Rap - Swales DQ CY 28 313700-3 D50-6 inch Rock Rip Rap - Drainage Outfall Structures DQ CY 11

321123

Aggregate Base Course - Roadways, Parking Areas, Concrete Pads, Sidewalks, Curb, Gutter, Trails, Pathways, and Other Items Shown on Drawings (Commercial Source)

DQ CY 867

321216.13 PG64-22, DM-1/2, 50 Blow, Plant-Mix Bituminous (Asphalt) Paving AQ TONS 764

321313 Concrete Pavement - Parking Lot Slabs and Trash Enclosure DQ SF 1,049

321540 Crushed Stone Surfacing (Crusher Fines) for Trails AQ CY 85 321613-1 Unreinforced Concrete Sidewalk DQ SF 4,690

321613-2 Reinforced Concrete Sidewalk DQ SF 1,005

321613-3 Concrete Type P Curb DQ LF 134 321613-4 Concrete Valley Gutter DQ LF 223

321723-1 Pavement Markings - Onsite (i.e. Parking Lot, Entry/Exit Roads), Accessible Parking Symbol AQ EA 3

321723-2 Pavement Markings - Onsite (i.e. Parking Lot, Entry/Exit Roads), Straight Directional Arrow AQ EA 7

321723-3 Pavement Markings - Onsite (i.e. Parking Lot, Entry/Exit Roads), 4-inch Solid White Line AQ LF 169

321723-4 Pavement Markings - Onsite (i.e. Parking Lot, Entry/Exit Roads), Yellow Diagonal Crosshatch Marking AQ LF 1,457

321723-5 Pavement Markings - Onsite (i.e. Parking Lot, Entry/Exit Roads), 4-inch Solid Yellow Line AQ LF 1,936

321723-6 Pavement Markings - Onsite (i.e. Parking Lot, Entry/Exit Roads), 24-inch Wide Solid White Stop Bar AQ LF 26

322205 Barrier Rocks (Commercial Source) AQ EA 78 322620 Concrete Curb Stop AQ EA 34

323118.05 Fence - Post and Rope DQ LF 332

329221 Seeding of Native Plants AQ SY 6,776

330502-3 24-inch Diameter Reinforced Concrete Pipe Culvert AQ LF 111

334100-1 Storm Drain Treatment Structure - Hydrodynamic Separator AQ EA 1

334100-2 Storm Drain Outfall Structure - 24-inch Diameter Flared End Section with Trash Rack AQ EA 1

12/7/202312/06/2023

T6N R1E, SLB & M

E

AS

T

ST

R

EE

T

T6N R1E, SLB & M

T6N R1E, SLB & M

T6N R1E, SLB & M

T6N R1E, SLB & M

T6N R1E, SLB & M

T6N R2E, SLB & M

T6N R2E, SLB & M

NE SEC COR SEC 3

T6N R1E SLB&M

8 9

N QTR - SEC COR SEC 2

T6N R1E SLB&M

13 14

16 17

N QTR - SEC COR SEC 10

T6N R1E SLB&M

22 23

NE SEC COR SEC 2

T6N R1E SLB&M

E QTR - SEC COR SEC 1

T6N R1E SLB&M

NE SEC COR SEC 1

T6N R1E SLB&M

E QTR - SEC COR SEC 1

T6N R1E SLB&M

N QTR SEC 07

T6N R2E SLB&M

NE SEC COR SEC 14

T6N R1E SLB&M

N QTR - SEC COR SEC 13

T6N R1E SLB&M

NE SEC COR SEC 13

T6N R1E SLB&M 32

N QTR - SEC COR SEC 18

T6N R2E SLB&M

1000 N

500 N

5150 E ST

H

IG

H W

AY

(7

E

ST

HIGHWAY 166 (1900 N ST)

100 S ST

H

IG

H W

AY

E S

PORT RAMP

NEW POINT (THIS PROJECT)

PINEVIEW TRAILHEAD

PELICAN

BEACH

SPRING CREEK

HI

GH

W

AY

100 E ST

725 N

7100 E

N QTR SEC 15

T6N R1E SLB&M

PINEVIEW

RESERVOIR

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/27

/23

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(R04)

INTERMOUNTAIN

UINTA-WASATCH-CACHE

NATIONAL FOREST

OGDEN RANGER DISTRICT

R. ROUSSELLE

G. OFFERMANN

RR/FD

4AS

PINEVIEW RESERVOIR

RECREATION COMPLEX

RECONSTRUCTION

-PHASE 2

SANDY

45 W. 10000 S., Suite 500 Sandy, UT 84070 Phone: 801.255.0529ENSIGN

THE STANDARD IN ENGINEERING

NEW POINT

COORDINATES FOR THIS PROJECT WERE DERIVED USING THE UTAH TURN REFERENCE NETWORK (VRS) USING THE UTAH STATE PLANE NORTH ZONE COORDINATE SYSTEM SCALED TO GROUND. ELEVATIONS BETWEEN PRIMARY CONTROL POINTS WERE

MEASURED BY DIFFERENTIAL LEVELING.

COORDINATE SYSTEM: UTAH STATE PLANE NORTH ZONE 4301 (CAD PROVIDED: UT83-NF, UTAH STATE PLANES; NAD83

DATUM, NORTH ZONE, US FOOT 3560, LM PROJECTION)

HORIZONTAL DATUM: NAD 1983

VERTICAL DATUM: NAVD 1988

GEOID MODEL: 12B

COMBINED SCALE FACTOR: 1.00029237772456 (CAD PROVIDED: 0.99970770773518)

SCALING FOCAL POINT: GRID ORIGIN (0,0) BEING N 31°14'07.41893", W 116°40'32.28549"

ROTATION: NO ROTATION

FALSE NORTHING: 0.00

FALSE EASTING: 0.00

REFER TO SHEET C2 FOR PRIMARY AND SECONDARY CONTROL POINT TABLES.

PROJECT CONTROL

LEGEND

SECTION CORNER (SEE SHEET C2)

CONTROL POINT (SEE SHEET C2)#

DISCLAIMER

THE HIGH WATER LEVEL (HWL) OR MAXIMUM WATER SURFACE ELEVATION

OF PINEVIEW RESERVOIR IS AT AN ELEVATION OF 4902.00 BASED ON 1955

SPILLWAY DRAWINGS REPORTED TO BE IN VERTICAL DATUM NATIONAL

GEODETIC VERTICAL DATUM OF 1929 (NGVD29). THE TYPICAL HIGHEST

WATER LEVEL IS APPROXIMATELY 4900.00 WHICH IS THE TOP OF THE

SPILLWAY GATES. THE SPILLWAY WAS RECONSTRUCTED SINCE THE

ORIGINAL CONSTRUCTION WITH A MONUMENT (NGVD29 4908.031) ON THE

TOP OF THE CENTER WALL OF THE SPILLWAY. THIS MONUMENT WHICH IS

MONUMENT (WC36) HAS NOT BEEN CONVERTED TO NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88) SINCE A CHAIN LINK FENCE AND

SAFETY CONCERNS PREVENTS A CURRENT SURVEY TO CONVERT THIS

NGVD29 SURVEYED MONUMENT TO NAVD88. A NEARBY MONUMENT

LOCATED ADJACENT TO WINDSURFER BEACH, SOUTH OF THE PINEVIEW

TRAILHEAD PARKING AREA, APPROXIMATELY 1.17 MILES FROM THE

SPILLWAY, HAD THE HEIGHT MODERNIZED IN 2016 TO NAVD88 WITH A

NAVD88 ELEVATION OF 4928.20 COMPARED TO NGVD ELEVATION OF

4924.64, DIFFERENCE OF 3.56-FEET. ANOTHER MONUMENT LOCATED ON

THE SOUTH SIDE OF PINEVIEW RESERVOIR WAS ALSO REVIEWED, BM193.

BM193 HAS A NAVD88 ELEVATION OF 4972.40 WITH A NGVD29 ELEVATION

OF 4969.00, DIFFERENCE OF 3.4-FEET. THESE MONUMENTS ARE ON FILE

WITH WEBER COUNTY SURVEYOR'S OFFICE. THE HIGH WATER LEVEL

ELEVATION WAS ADJUSTED USING THE +3.56-FEET OF DIFFERENCE FROM

NGVD29 TO NAVD88 RESULTING IN AN ADJUSTED HIGH WATER LEVEL

ELEVATION OF 4905.56 (NAVD88).

EFFORTS HAVE BEEN MADE TO ENSURE THE ACCURACY AND RELIABILITY

OF THE CONVERTED SURVEY DATA BUT LIMITATIONS AND UNCERTAINTIES

MAY EXIST INCLUDING BUT ARE NOT LIMITED TO:

CONVERSION METHOD: THE CONVERSION FROM NGVD29 TO NAVD83 WAS

PERFORMED USING ESTABLISHED CONVERSION TECHNIQUES AND

MONUMENTS. HOWEVER, VARIATIONS IN LOCAL CONDITIONS,

MEASUREMENT ERRORS, OR OTHER FACTORS COULD IMPACT THE

ACCURACY OF THE CONVERTED DATA.

CONTROL POINTS: THE CONVERSION PROCESS RELIED ON MONUMENTS,

WHICH ARE SPECIFIC LOCATIONS WITH KNOWN ELEVATION VALUES. THE

ACCURACY OF THE CONVERTED DATA IS DIRECTLY DEPENDENT ON THE

QUALITY AND ACCURACY OF THESE MONUMENTS. ANY DISCREPANCIES

OR INACCURACIES IN THE MONUMENTS MAY AFFECT THE OVERALL

RELIABILITY OF THE CONVERTED SURVEY DATA.

RECONSTRUCTED SPILLWAY: THE 1955 SPILLWAY DESIGN WAS

RECONSTRUCTED AND THE CURRENT DRAWINGS WERE NOT PROVIDED.

THE RECONSTRUCTED SPILLWAY IS ASSUMED TO HAVE THE SAME

ELEVATIONS AS THE ORIGINAL BUT WITHOUT ACCESS TO THE CURRENT

DESIGN DRAWINGS OR MORE RECENT INFORMATION, CERTAIN

UNCERTAINTIES MAY ARISE.

DATA LIMITATIONS: IT IS IMPORTANT TO NOTE THAT SURVEY DATA,

REGARDLESS OF THE CONVERSION METHOD USED, CAN BE SUBJECT TO

LIMITATIONS AND ERRORS. FACTORS SUCH AS CHANGES IN LAND

FEATURES, GEOLOGICAL SHIFTS, OR VARIATIONS IN EQUIPMENT

CALIBRATION CAN INTRODUCE UNCERTAINTIES INTO THE CONVERTED

DATA.

USERS ARE STRONGLY ENCOURAGED TO VERIFY THE INFORMATION WITH

QUALIFIED PROFESSIONALS, CONDUCT ADDITIONAL SITE-SPECIFIC

SURVEYS, OR CONSULT APPROPRIATE AUTHORITIES FOR PRECISE AND

UP-TO-DATE DATA. THE USE OF THIS INFORMATION IS SOLELY AT THE

USER'S OWN RISK, AND NO LIABILITY OR RESPONSIBILITY IS ASSUMED BY

THE PROVIDER FOR ANY ERRORS, OMISSIONS, OR DAMAGES RESULTING

FROM ITS USE.

PLEASE PROCEED WITH CAUTION AND EXERCISE DUE DILIGENCE WHEN

UTILIZING THE CONVERTED VERTICAL SURVEY INFORMATION AND

RECONSTRUCTED SPILLWAY DESIGN.

DATENO.

REVISION / ISSUE

OVERALL

CONSTRUCTION SURVEY

POINTS AND CONTROL

12/7/2023

C1

12/06/2023

PRIMARY CONTROL POINT TABLE

POINT #

NORTHING

3621291.74

3622927.75

3624101.32

3625405.13

3626985.01

3627954.77

3631804.03

3631803.04

3631811.09

3631769.65

3625426.94

3624349.53

3623847.88

3623724.61

3622967.59

3622430.74

3622444.87

EASTING

1551532.83

1552185.89

1552713.15

1552732.85

1552716.84

1552386.57

1554103.99

1554525.52

1555711.05

1556748.64

1564719.68

1564713.88

1564635.77

1564737.72

1564858.11

1565388.28

1566517.22

ELEVATION

4928.13

4948.41

4938.50

4952.02

4955.24

4974.49

4943.87

4944.33

4940.63

4938.20

4916.64

4917.50

4919.20

4919.95

4918.45

4928.76

4933.37

DESCRIPTION

BRASS CAP IN CONCRETE STRUCTURE BENCHMARK WC-47

REBAR WITH CAP NEXT TO PORT RAMP SIGN

REBAR WITH CAP

REBAR WITH CAP

REBAR WITH CAP

REBAR WITH CAP

1967 BLM PIPE MONUMENT SEE TIE SHEET 6N1E3NE

BRASS CAP IN CONCRETE STRUCTURE BENCHMARK WC-43

REBAR WITH CAP

2021 BRASS CAP UNDER RING AND LID AS DESCRIBED IN TIE SHEET 6N1E2N

REBAR WITH CAP NEXT TO NO PARKING SIGN

REBAR WITH CAP NEXT TO NO PARKING SIGN

1987 BRASS CAP IN CONCRETE STRUCTURE BENCHMARK WC-41

2021 BRASS CAP UNDER RING AND LID CENTERLINE MONUMENT 12279

REBAR WITH CAP NEXT TO NO PARKING SIGN

REBAR WITH CAP

REBAR WITH CAP

SECONDARY CONTROL POINT TABLE

POINT #

NORTHING

3621248.01

3626546.12

3626490.30

3626489.34

3631730.66

3629137.24

3631711.40

3629056.59

3626438.53

3621178.77

3621142.36

3621104.73

3621165.34

EASTING

1551329.10

1551425.06

1556666.95

1556721.80

1559398.03

1559373.97

1564695.71

1564682.83

1567390.69

1559310.59

1561973.65

1564621.75

1567182.18

ELEVATION

4975.18

5151.84

4923.76

4924.12

4916.05

4923.97

4942.81

4943.83

4949.18

4908.32

4924.31

4894.48

4918.73

DESCRIPTION

DISTURBED 1967 BLM PIPE MONUMENT LEANING AT NEARLY 45 DEGREES SEE TIE SHEET 6N1E15N

2007 WEBER COUNTY BRASS CAP MONUMENT UNDER RING AND LID SEE TIE SHEET 6N1E10N

1967 BLM PIPE MONUMENT SEE TIE SHEET 6N1E11NREF2

1967 BLM BRASS CAP MONUMENT SEE TIE SHEET 6N1E11NREF1

2014 WEBER COUNTY BRASS CAP MONUMENT IN RING AND LID SEE TIE SHEET 6N1E2NE

1967 BLM PIPE MONUMENT SEE TIE SHEET 6N1E2E

2003 WEBER COUNTY…