Drawings_20210304.pdf

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NEBRASKA HIGHWAY 15 AT MISSOURI RIVER

NEBRASKA, UNITED STATES

03/04/2021

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MNRR - RECONSTRUCT MULBERRY OVERLOOK TRAIL

NEBRASKA HIGHWAY 15 AT MISSOURI RIVER

NEBRASKA, UNITED STATES

FINAL CONSTRUCTION DOCUMENTS

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NEBRASKA HIGHWAY 15 AT MISSOURI RIVER

NEBRASKA, UNITED STATES

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NEBRASKA HIGHWAY 15 AT MISSOURI RIVER

NEBRASKA, UNITED STATES

03/04/2021

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AutoCAD SHX Text P:\07310017\_CAD\Civil\07310017-1.dwg 3/2/2021 9:09:32 AM Knock, Derik Knock, DerikKnock, Derik

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DATE INITIAL 652

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NEBRASKA HIGHWAY 15 AT MISSOURI RIVER

NEBRASKA, UNITED STATES

03/04/2021

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NEBRASKA, UNITED STATES

03/04/2021

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NEBRASKA HIGHWAY 15 AT MISSOURI RIVER

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NEBRASKA, UNITED STATES

03/04/2021

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NEBRASKA HIGHWAY 15 AT MISSOURI RIVER

NEBRASKA, UNITED STATES

03/04/2021

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C20

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NEBRASKA HIGHWAY 15 AT MISSOURI RIVER

NEBRASKA, UNITED STATES

03/04/2021

MJH

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RMD C202

SITE DETAILS

VIEWING AREA PAD

1270' - 0"

2'-3"

6" 8" 6"

FULL STONE VENEER MORTAR SET

ON DRAINAGE MAT ADHERED TO

CIP CONC. WALL (EMC-3639 OR

APR.. EQUAL) w/ INTEGRATED

WEEPS, ANCHOR w/ WALL TIES 16"

O.C. VERT. 36" HORZ. MAX, TYP.

INSTALL WEEPS & FLASHING AT

BASE 4" MIN. ABOVE GRADE AND

PAD, 24" MAX SPACING, TYP.

INSTALL WEEPS AT TOP OF WALL

36" MAX SPACING, TYP.

CAPSTONE w/ CHISELED ROCK

FACE EDGE TO MATCH FULL

STONE VENEER MORTAR SET w/ 1/4" x 5" STAINLESS STL. DOWEL

PINS STAGGER SET IN CONC..

WALL, MIN 2 PER CAPSTONE, TYP.

3/4" 3/4"

/8

OVERHANG 1/2" TO 1" TYP., BOTH SIDES

RAKE JOINTS 1/4" TO 1/2" DEPTH w/ 1/4"

TO 3/4" WIDTH AT WALL FACE, TYP.

6x8x16 CMU BELOW GRADE GROUT

FULL, TYP.

GROUT SOLID BELOW WEEPS AND

BELOW GRADE, TYP.

14" CIP CONC. WALL w/ #5 BARS

12" O.C. EACH WAY, EACH FACE

CIP CONC. FTG. w/ 4 #5 LONG.

BARS, BOTTOM

1/2" EXPANSION JOINT w/ BACKER

ROD & SEALANT

1272' - 0"

3/4"

FROM CENTER OF PAD

9'-0"

1267' - 0"

FINISH GRADE - SEE CIVIL

REINF. CONC. PAD w/

CONTROL JOINTS -

SEE CIVIL

STONE MASONRY WORK

A. FULL VENEER CHILTON RUSTIC WEATHEREDGE PATTERN BY BUECHEL STONE CORP.,

CHILTON, WISC., OR APPROVED EQUAL. SUBMIT SAMPLE OF STONE AND

WORKMANSHIP. NO OTHER WORK WILL BE COMPLETED UNTIL SAMPLE IS APPROVED.

B. CAPSTONE SHALL MATCH CHILTON RUSTIC WEATHEREDGE PATTERN BY BUECHEL

STONE CORP., CHILTON, WISC., OR APPROVED EQUAL.

C. MORTAR SHALL BE A LIGHT TAN OR BUFF COLOR. BUECHEL STONE CORP. CAN

SUPPLY A MORTAR TO MATCH THE STONE; OR TRUE TONE SWEER 16/ MC58 / 3/4 LB

MIX BY DAVIS COLOR, LOS ANGELES, CALIF., OR APPROVED EQUAL.

D. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTION FOR SURFACE

PREPARATION FOR MORTAR INSTALLATION, MORTAR MIX & COLOR, ADDITIONAL

INSTRUCTIONS FOR LEDGESTONE, AND CLEANING.

E. MORTAR JOINTS SHALL HAVE THREE POINTS OF CONTACT; CONCRETE SURFACE &

TWO ADJACENT STONES.

F. COLORED CAULK SHALL BE SOMBRERO TAN 102-P (LRV-58) BY SONNEBORN,

SHAKOPEE, MINN., OR APPROVED EQUAL.

G. FINISHED SURFACE SHALL BE CLEAN OF EXCESS MORTAR, DIRT AND OTHER DEBRIS.

H. PROTECT ALL MATERIALS AND SURFACES FROM STAINING. WHEN WORK IS NOT IN

PROGRESS, KEEP TOPS OF WALLS COVERED WITH NON-STAINING WATERPROOF

COVERING.

1'-10" +/-

1'-2"

BASELINE REF.,

FINISHED SLAB

SURFACE LEVEL

VARIES - SEE CIVIL

A101

33' -6

REINFORCED CONCRETE

ACCESS PATH w/

EXPANSION AND CONTROL

JOINTS - SEE CIVIL

FULL STONE VENEER ON

CIP CONC. WALL w/

SMOOTH TOP ROCK FACE

EDGE CAP STONES, TYP.

18'-0 " Ø

MAX

3'-5"

M

IN

2'-2

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C U s e rs

\s s to v a ll\ D o c u m e n ts

\R e v it te m p

\0

-A

R C

H R s s to v a ll.

rv t

SMS

SMS

SMS

03/04/2021

07310.017

A101

VIEWING AREA PLAN &

SECTION DETAILS

07310017- 2- A101 VIEWING AREA PLAN & SECTION DETAILS

MNRR - RECONSTRUCT MULBERRY OVERLOOK TRAIL

NEBRASKA HIGHWAY 15 AT MISSOURI RIVER

NEBRASKA, UNITED STATES

SCALE: 1" = 1'-0"

VIEWING AREA WALL SECTION

SCALE: 1/4" = 1'-0"

VIEWING AREA PLAN

VIEWING AREA PERSPECTIVE

DATE INITIAL

07310017-2-A101