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PROJECT LOCATION MAP

PAO (PROVO,UT) 2021-06-29

1

N Manaillng llfwr In 1M llt.tt

..J L

71

~FOWLER. P.E.

J.ll\lJY FOWLER. P,E JERBIY FOWLER.. P,E, -soon WIN!BlTON P.E lmt»M. SPENCER SIRAND, P.E.

PROJECT LOCATION MAP

Figure 3

ALWAYS THINK SAFETY

SH

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1

BUREAU OF RECLAMATIONU.S. DEPARTMENT OF THE INTERIOR LA

RM

TAIOCE

NCAD SYSTEMAutoCAD 23.1sCAD FILENAMEARMY CORPS AREAS.DWG

LAST SAVED DATE2021-06-30LAST SAVED BYJSFOWLER

WEBER RIVER PROJECT

ECHO STATE PARK

RED ROCK MARINA

VIC

INITY M

AP

PAO

(PRO

VO

,UT)

2021-06-30

1

::!! <C C:

iii ~

0 1.5 2 --==- c:::=------=====•---....iMiles 0.25 0.5

Date 6!30/2021 lime: 11:24:57 AM

Service Layer Credits: Copyright:@2013 National Geographic Society, i-cubed

Legend

Riprap Main Area

Ma in Fill Area

Echo State Park Red Rock Marina

USA Topo Maps

Coordinate System· 00~ 1984 Web MercatorAu)Q!iary Spherf Projection. Mercator Auxiliary Sphere Datum: WGS 1984 False Easting: 0.0000 False Northing: 0 0000 Centra l Meridian: 0.0000 Sanda rd Parallel 1 0.0000 PiixJiary Sphere Type· 0 0000 Un its:: Meter

VICINITY MAP

ffi

Coalville Quadrangle, Utah

N

..JL

ll

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BUREAU OF RECLAMATIONU.S. DEPARTMENT OF THE INTERIOR LA

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NCAD SYSTEMAutoCAD 23.1sCAD FILENAMEARMY CORPS AREAS.DWG

LAST SAVED DATE2021-06-30LAST SAVED BYJSFOWLER

WEBER RIVER PROJECT

ECHO STATE PARK

RED ROCK MARINA

AREA

MAP

PAO

(PRO

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2021-06-30

1

::!! <C C:

iii l/1

0 125 250 500 750 1,000 ~-=;.;..-=~~-----•=======-------Feet Date: 6/3012021 Time· 1 09·50 PM

Service Layer Credi1s: Source: Esn. Maxar, GeoEye , Eart11 star Geographie s,

Legend

Control Points _Project

Riprap Main Area

Main Fill Area

Echo State Park Red Rock Marina

Coordinate System: VYGS 1984 Web Mercator Auxiliary Sphere Projection: Mercator Auxiliary Sphme Datum: WGS 1984 False Easting: 0.0000 False North ing. 0.0000 Central Meridian: 0.0000 Standard Parallel 1: 0.0000 ~xJiary Sphere Type· 0.0000

Un its: Meter AREA MAP

ffi

Coalville Quadrangle, Utah

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RED ROCK MARINA SITEPLAN

PAO (PROVO,UT) 2021-04-05

1

0 100' 200'

'-.. '-..

R

Notes:

'-.. '-..

'-..

Temporary disturbance area for borrow area construction access

1. Site plan for Echo State Park Red Rock Marina is permanent. This includes, but is not limited to, picnic pads, shade sails, concrete sidewalks, asphalt, fee station, comfort stations, water infrastructure, sewer infrastructure, power infrastructure, communications infrastructure, guardrail, concrete box culverts, culverts, storm drainage infrastructure, water tank and access road, and other constructed features.

2. The area between the borrow pits will be temporarily disturbed while excavating material from the borrow pits and transporting material to the fill areas.

Water tank, access road, and sewer drain field - permanent

Day use area which includes, sidewalks, picnic pads, comfort station,

sand, other concrete, and utility infrastructure - permanent

Project Area below existing ordinary high-water mark (5560') = 11.5 acres. Project Area above existing ordinary high-water mark (5560') = 9.8 acres.

Total Project Area = 21.3 ac

RED ROCK MARINA PROPOSED PERMANENT SITE PLAN

N40° 57' 29.41" w111° 24' 26.86" Boat Ramp Comer

~ Existing boat ramp

EXPLANATION

- - - Current High Water Mark

- - Proposed High Water Mark

Cabin with picnic pad and pedestal grill

!J Dumpster Pad

II] Vault Toilet

Parcel boundary

Proposed post and rail fencing

Proposed 18-Foot shade sail

~ Proposed Fill Area

lIIIIIl Proposed Riprap

Fee station, entrance road, utilities - Permanent

'-..

[Z//~ Fill Borrow

~ Temporary Disturbance Area

f J Project Area

N

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Managing Ufiter in the West

JEREMY FOWLER P.E. DESIGNED

JEREMY FOWLER P.E. DRAWN JEREMY FOWLER P.E.

CHECKED SCOTT WINTERTON P.E.

TECH. APPR.

SPENCER STRAND P.E. APPROVED ADMINAl'PROVAl-DIVIS!ON-GEJI.

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RESERVOIR ACCESSROADS

BEACH AREA ACCESSPLAN AND PROFILE

PAO (PROVO, UT) 2021-01-29

1

C11

0 4' 8' 16'

0 4' 8' 16'

0 2' 4' 8'

0 20' 40'10'

\ \ \ \ \

'-"

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VERTICAL EXAGGERATION= 2

"'-"' " ~ ::i + C

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I

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/

1-------------------- 50'-0" --------------~ C

D50 = 24" riprap on 16 oz. geotextile fabric, bury toe of

riprap 3' into native ground

Geotextile overlap

2:1 SLOPE

Compacted native fill material

REFERENCE DRAWINGS SHEET NUMBER DRAWING NUMBER DESCRIPTION

G4 762-418-60048 RED ROCK MARINA SITE PLAN

GS 762-418-60049 RED ROCK CABIN AREA LAYOUT

G6 762-418-60050 RED ROCK DAY USE AREA LAYOUT

Cl 762-418-60057 FINISHED GRADE CUT/FILL

511 762-418-60095 GATE AND ROAD SIGN DETAILS

512 762-418-60096 MISCELLANEOUS DETAILS

Compacted nati

5' wide concrete sidewalk and curb and gutter

0 BEACH SECTION A 1--------

Notes 1. Reservoir access is constructed of native material.

Shape and compact surface as shown.

2. @,see Table 3 on DWG 60095 for road sign mformation.

Managing Ufiter in the West

JEREMY FOWLER P.E. DESIGNED

JEREMY FOWLER P.E. DRAWN BRADEY WILDE P.E.

CHECKED SCOTT WINTERTON P.E.

TECH. APPR.

SPENCER STRAND P.E. APPROVED ADMINAl'PROVAl- fIElDENGJNEERJNGDMS/ON HAf/AGEfl.

762-418-60067

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FINISHED GRADECUT/FILL

PAO (PROVO, UT) 2021-02-02

1

C1

0 100' 200'

0 40' 80'20'

0 120'60'

Borrow Area 1 (approx. 5 acres) see Note 2 ,

Secondary Borrow Area

§ 5540

§ 5520

"' Li] 5500 0+00------+ ----1+00

STATION

Section: MAIN FILL AREA

OWG 60058] ,,.-~ '('.

\,v

, see Note 6 (approx. 1 acres)

7~•~•~u~, Section: BOAT 511.51'

2+00 3+00

PARKING ANO ENTRANCE OWG60058

4+00

GENERAL BORROW AREA 1 SECTION A " ,on= o Vertical Exagge,at·

Notes Fill (BCY) s (MAIN AREA) CUT/FILL QUANT/Tl

Parking Area Volumes given refe ___ _J__ 18853 2 concrete, asphalt rence finished grade . ~~= ,oo, "" "'' _,, ,,,;. °'" '"""""'· ""' o;m """" '"""""' ___ _J__ ua, are,,,;"'•=",'~ ro "'"""' ,,,.:,"('re ;, cw,.,

, HMfil '"'";ro akff · = WM"'' " ,room, •• =, "'"" Arna =O>=, _;,;;;•' "°'~ rn; m aa:::.::: "'' '"" .;,;

Cut (BCY)

527 3733

Volu::m-e---1-- 21163 40034 on the plan will h:;:~':; concrete volume:d;,.~f imported Expected from ---t-__ _::..:_ _ _J_ of imported roadbe1r volumes reduced ~ areas shown

""'"'" ,,,,, ~· -·· •""' ''" "'"= __ _::_:-'..'.'._.'.'..._ _ _j___ 0 ,or concrete.

Additive Alternative No. 1 Matchline

N [ Cut/Fill Table

~u:ber Minimum Elevatio n I Ma.

-20.00

x,mum Elevation I Area

-15.00 I 960.44

I 2 -15.00

3

-10.00

-10.00

~ 5263.61

-5.00 27033.52

~ 4 -5.00

5

0.00

0.00 f-~ 6

5.00

5.00

126866.04

7

10.00 48826.53

I

10.00

8

15.00

15.00

33825.61

20.00 680.42

REFERENCED Contour asphalt area after asphalt is removed, see DWG60056

DRAWING NUMBER RA WINGS

:;:J~=====t===~7~6~2~-411t8t-{6~010~48 DESCRIPTION 762-418-60058 ==DR§E.~D~R~O~C~KiM~'A~R~I~N~'A~S~I~T.~EJP~1..A~~==-7 FINISHED N

-=-~==-=-==+-=-==~1612~-4~118~-6~0~0'.~59 GRADE SECTIONS 4 762 WATER TANK -418-60060 WAT. GRADING CUT/FILL

'-. '-.

'-. '-.

'-.

2 % slope awa fl ) o y rom well cont I ,.,J.x° I ro building, all sides

c ~ xoO A. I h1gnment: PARK

---t-_ _:_7'._"6~2'.::_-4~1~8~-~6'g_0~06611 ER TANK ACCESS ROAD p ENTRANCE ROAD PLA 1..AN AND PROFILE RAIL TRAIL p N AND PROFILE

762-418-60062 PROFILE EDESTRIAN CULVERT p NANO

CABIN ACCESS ROAD PLA 762-418-60063

752-418-60064

762-418-60065

762-418-60066

762-418-60067

752-418-60068

762-418-60086

762-418-60087

762-418-60115

ROAD SECTIONS N AND PROFILE

SOUTH DRAINAGE SYSTEM CABIN AREA CULVERT PLA PLAN AND PROFILE

RESERVOIR ACCE. N AND PROFILE

ENTRANCE ROAD 55 ROADS SECTIONS SECTION, CABIN ROAD

CABIN AREA R1..AN AND SECTION ETAINING w,

FEE STATION SIDEWALKS 'ALL

BOATRAMPP

1.

2.

See DWGs 600S8 Notes and 6006 4 for section and

-7

I -

Color -

■ ■ ■-

■-

·= ■ ■ ■

C. \"

I ENTRANCE ROAD Bor'.ow Area 1: Area h . profiles views ant1c1pated that su s own is approximat be removed fn ffic,ent fill material ely 5 acres. It is

8-5 feet with s~:J'e ::;e~hi:n. Anticip;ied;:;::~;1e project may

E.

steeper than 4. 1 orrow area is

xcavated m . . .

5580

5560

5540

5520

5500

5+83.80

Alignment: Echo Dam Rd.

Existing boat ramp

FINISHED G RADE CUT/FILL

3. s all not be placed below the OHWM atenal above the OHWM h

4. BCY = Bank Cu . when excavated s not account form . expansion b1c Yards and doe

5

_ · atenal

Due to thickness of th to compaction to ensue fill material, extra ca~ as early as possibl . re work is within s . e should be given settlement time b:n m this location is pr:,:c1fications. Placing fill

6. 5 ore constructing conc~reg to allow maximum

. econ_dary Borrow A~ . e oat ramp. ts anticipated that ea._ Area shown is a . may be removed /ufflc1ent fill material pprox1mately 1 acre It

;;co;dary Borro:~r:e:h~ larger Borrow n;,~::;~d ;:r the proj;ct un m Borrow An ay be used if ins . own.

feet with side slop ea 1. Anticipated depthuffic1ent material is es no steeper than 4: 1. of borrow area is 5

Existing ground

5560

is ~ 5540 §

"'

5560

5540

Li] 5520

0+00 STATION 5520

1+94.87

GENERAL BORROW PIT SECTION B

Vertical Exaggeration = 0

Managing Hater in the /fest

81,

~is~~:~FOWLER P.E.

B~R~:y FOWLER P.E.

Jt~JEW WILDE P.E.

762-418-60057

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FINISHED GROUNDSECTIONS

BOAT PARKING ANDENTRANCE SECTION ANDMAIN FILL AREA SECTION

PAO (PROVO, UT) 2021-02-02

1

C2

0 10' 20'

0 10' 20'

6 ~ ,!: Le

~ 5600 -+------------+------------f--------------+------------+------------+---------------+~ '\:,t--------------+------/1,i-4-~;::~---+------------f------------+---+- 5600

~ ; : ~ ( W-beam guardrail and posts, typ.

W-beam guardrail and posts tvp ~! ] ~ Grade Break ~~·i5;i:B~! i 8 ; "' C rb d t• ~ Existing ground Ll , ,, • -!!:! LI) I ~ Lt) m ~ V u an gu ,er /

~ "'t"' ~"' Grade Break Sta. 3+72.84 ~ "'-· cl:i /, / Rail trail G u:i Et. 5573.8661 "'"' Finish

1

ed ground (top of pavement) I~ ~ [;, Grade Break st~. 3+72.67 ~ \ - i "' / _ _ - - / I "" ~ tg \ El. 5573.367 \ fa uj / - - - .,,...-

5580 -+------------------,...+-----,Jo<5----------f----Ji't.,,__---------+------------+----',~~--------+-----------ci"\!l1.ulo---t---'c\+-----------+----\-tt--+f-----t/----,,~---t---/ - 7"'---~G~ra- d~e- B~n-eaLk,--S~t~a-. ~4+-'-27 2~.~47~ ------+-----t- 5580

:;af;6f~~~ Sta. 1+13-55 Curb and gutter ~~ I\. / L ___ / ' < El 5570 883

< Grade Break Sta. 01+13.65 ~ 1 r 1.48% - - - -i!S4% II,, ' '-. I ;· . f / D50 = 24" riprap on 16 oz. El. 5561.816 '> "\:-<>, , 1

geotextile fabric, bury toe of , q;• ., It L H _:~- 2.76% ' I riprap 3' into native ground ~ / / / - - - - - - - - - - -3 ~,2~- - - - - - - - /' - :;aff/;";~~ Sta. 3+39.71 ~ '" 1 :a:: Break Sta. 4+28.15

1_99% 0.00% _ - 3.28% / \ :;a:;7~'Ji:~ Sta. 3+09.90 El. 5570r 5

I:> < •··•· = < •·· · <.•·.•• ~ Grade Break Sta. 3+09 125 I\ Post and rail fencing, see 5560 i1,>- _ ~ "-. Slopes vary _/ El. 5573.592 \J \_ DWG 60096

.,, ___ - - - - "-- 5' wide concrete sidewalk and curb per plan \_ Grade Break Sta. 2+93.21 · ~ ~ __ - - - - and gutter, see DWG 60096 °\ r El. 5567.230 We/I-house access road

'§ ~ Day-use beach sand, 1.5-foot thick on 8 oz. geotextile fabric ~ Sewer pipe Grade Break Sta. 3+84.39 I ~ 5550 -+------------+------------f-------------+-' -------------t'------------+-----------+------------+-------------+E_I_. 5_5_6_9_.9_1_8 _______ --+------------+-----t- 5550

I I I I

~ "' "' ~ :g i- i-"' ~

JS JS "' "' ~g -""' "'~

<::)15~ ~~ ~~~ {l ">

"'"' ~Gtti Gm t:i u:i

---+---,- 5560

0+00 0+50 1+00 1+50 2+50 3+00 3+50 4+00 4+50 5+00 5+11.51

... ~ ... "'" "' ... ... "' "'"' "'" "'"' "' "' .,

~ it :Ji r,-i r\j :t~ ~i oi \Q oi oi ~~ ~ R ;:: " .,:

~~ "'"' "'"' ~ ~ t:i tg tg tg tg tg tg tg tg tg ~ tg tg :g

BOAT PARKING AND ENTRANCE SECTION

Vertical Exaggeration = 2

~ Sl co ~ + ,,.

5580

5560

"' (ii ,,.

JS "' ~ JS "' 1'! "' ~~ + ;!; ~~

~ ~~ ~~ JS JS r 5' wide concrete sidewalk an~ curb and gutter .,~ "' "' ~tg ~tg -"~ "'~ Giti ::loo ~~ r- Curb and gutter, see DWG 60096 G,-..: "'(ii :vi/ 5580

., {l"> V Slopes vary per plan ... "'"' ~ ::i Gm

/4 + Ir Finished ground (top of pavement) -- -- ,,--< ~ /

JS Grade Break Sta. 2+45.60 / ~ "' V El. 5564.817 /

"'"' i ~ 2.79% /

" -- _.,

I ~ ~ c>- - --\ --- -

"" Uj ~'= .. i~~--·~,,~~ r5'-~~ .. · - 5560 - - -- - -

El. 5563.061 ~ - - - - Post and rail fencing, see J / ___ ---- ~ ------~ Ex,stmgground

DWG60096

- -- ~ - - - D50=24" riprap on 16 oz. geotextile fabric, bury toe of nprap 3' into native ground - - - - -

- - -- - -- - - -- - -- -- - - --

Rail trail

"' I:? Q

~ ~ s;

t3 <:

~ g <:

~ ~ ~ -.J ;s

l'l "' -.J a

:s:: t [2 '" "' c§ ;s "' - -

id 5540 I I I - -

5540 :'a :'a

~ "' ifl a "' ~ <:

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"' .,

"'" "'"' "'"' it ~ :g

,,;

~ ~~ ~~

~~ t2 t2

~i ~ t2

MAIN FILL AREA SECTION

Vertical Exaggeration = 2

3+00

"'"' ~~ t2 t2

3+50 4+00

"'~ ... "' ,.,; r-.:

~~ ~ ~ t2 t2

Notes 1. For locations of section views see DWG 60067

2. Where 8 oz. geotextile fabric and 16 oz. geotextile fabric are directly adjacent (Mainly along beach area), overlap 8 oz. geotextile fabric with the 16 oz fabric at least 2'.

4+39.43

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JEREMY FOWLER P.E. DESIGNED JEREMY FOWLER P.E.

DRAWN BRADEY WILDE P.E.

CHECKED SCOTT WINTERTON P.E.

TECH. APPR.

SPENCER STRAND P.E. APPROVED ADMINAl'PROVAl- fIElDENGJNEERJNGDMS/ON HAf/AGEfl.

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