A02WISSCPlans_Part3.pdf

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I hereby specify that the documents intended to be authenticated by my seal are limited to this sheet, and I hereby disclaim any responsibility for all other Drawings, Specifications, Estimates, Reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project or survey.

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING

CORPORATION CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY

CORPORATION CERTIFICATE LIC. NO.: 000078

Copyright © 2017 Kuhlmann design Group, Inc. All rights reserved.

C:\My Revit Local\722_DOE Interpretive Center_paul.brickler@kdginc.com.rvt

10/5/2017 4:44:25 PM

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ANY DEBRIS CONTAINING RESIDUAL SOIL MUST BE PROPERLY MANAGED OF ON-SITE

IN THE OWNER'S DESIGNATED AREA. SEE SITE MAP, C4/C-001.

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BM#1

20"

2"

22"

22"

6"

10"

4"

3"

6"

2"

2"

5"

3"

CB

CB

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CO

CO

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EXISTING

INTERPRETIVE

CENTER

EX

OFFICES

EX

LAB

BLDG

HWY 94

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NEW

INTERPRETIVE

CENTER

PARKING LOT TO

REMAIN OPEN DURING

CONSTRUCTION

THIS AREA MAY BE USED BY

THE CONTRACTOR FOR

STAGING, EQUIPMENT AND

MATERIAL STORAGE, SITE

OFFICE / TRAILER, PORTABLE

SANITARY FACILITIES AND

EMPLOYEE PARKING

CONSTRUCTION

EQUIPMENT

SITE ACCESS

AREA TO BE PROTECTED

DURING CONSTRUCTION

INTERPRETIVE CENTER

ACCESS TO REMAIN OPEN

DURING CONSTRUCTION

VISITOR SITE ACCESS TO REMAIN

OPEN DURING CONSTRUCTION

EX STORM

ACCESS TO AND PARKING

FOR EXISTING BUILDINGS

TO REMAIN OPEN DURING

CONSTRUCTION

SHELTERS

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DISCLAIMER OF RESPONSIBILITY

I hereby specify that the documents intended to be authenticated by my seal are limited to this sheet, and I hereby disclaim any responsibility for all other Drawings, Specifications, Estimates, Reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project or survey.

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING

CORPORATION CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY

CORPORATION CERTIFICATE LIC. NO.: 000078

Copyright © 2017 Kuhlmann design Group, Inc. All rights reserved.

C:\My Revit Local\722_DOE Interpretive Center_paul.brickler@kdginc.com.rvt

10/5/2017 4:44:25 PM

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STAGING AREA REQUIREMENTS

1. CONTRACTOR SHALL USE SITE AREA DESIGNATED SPECIFICALLY BY

OWNER AS CONTRACTOR STAGING AREA FOR THE PROJECT.

2. CONTRACTOR STAGING AREA SHALL BE CLEARLY INDICATED ON SITE

3. CONTRACTOR SHALL PROVIDE A CLEAR ACCESS ROUTE TO EXISTING

BUILDINGS, STORM SHELTERS AND TRAILS AT ALL TIMES.

4. CONTRACTOR SHALL KEEP CONSTRUCTION STAGING AREA CLEAR OF

TRASH AND DEBRIS AND IN NEAT ORDER.

5. CONTRACTOR SHALL CLEAN AND REPAIR DAMAGE CAUSED BY

INSTALLATION OR USE OF TEMPORARY FACILITIES AND STORAGE OF

EQUIPMENT AND MATERIALS.

6. CONTRACTOR SHALL BE CAUTIOUS TO NOT INTERFERE WITH BUS

TRAFFIC AND OTHER SITE TRAFFIC ASSOCIATED WITH INTERPRETIVE

CENTER PROGRAMS.

7. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF

PROTECTION AS REQUIRED TO PROTECT GENERAL PUBLIC FROM INJURY

DUE TO DEMOLITION WORK, CONSTRUCTION ACTIVITIES, OR VANDALISM.

ANY SAFETY FENCING, TRAFFIC CONTROL DEVICES, ETC. WHICH AFFECT

TRAFFIC AND/OR ANY STREET RIGHTS-OF-WAY, MUST BE PRE-APPROVED

BY THE OWNER AND/OR COUNTY IN ADVANCE.

00 50' 100'

CONSTRUCTION STAGING PLAN

A1

SCALE: 1" = 50'

CB-10D

15" W/DOME LID

STA: 6+69.62

RIM: 657.88

INV. OUT: 653.11

SUMP: 652.61

CB-9D

12" W/DOME LID

STA: 6+28.12

RIM: 658.41

INV IN: 653.20 (W)

INV OUT: 652.70

SUMP: 652.20

CB-8D

12" W/DOME LID

STA: 5+94.25

RIM: 658.32

INV. IN:652.53 (W)

INV. OUT:652.53

SUMP: 652.03

CO-7D

90° BEND

24" W/SOLID LID

STA: 5+69.35

RIM: 660.25

INV. IN:652.40 (W)

INV. OUT:652.40

SUMP: 651.90

CO-6D

30" W/SOLID LID

STA: 5+07.43

RIM: 659.04

INV. IN: 654.77 (W)

INV. IN: 652.09 (S)

INV. OUT: 652.09

SUMP: 651.59

CO-5D

15" W/SOLID LID

STA: 4+22.18

RIM: 657.73

INV. IN: 651.67 (S)

INV. OUT: 651.67

SUMP: 651.17

CO-4D

90° BEND

24" W/SOLID LID

STA: 2+98.97

RIM: 653.87

INV. IN: 649.90 (S)

INV. OUT: 649.90

SUMP: 649.40

CO-3D

24" W/SOLID LID

STA: 2+08.51

RIM: 657.42

INV. IN: 649.00 (S)

INV. OUT: 649.00

SUMP: 648.50

12" PIPE

GRADE = 1.0%

41'34'25'62'85'123'90'50'

12" PIPE

GRADE = 0.5%

12" PIPE

GRADE = 0.5%

12" PIPE

GRADE = 0.5%

12" PIPE

GRADE = 0.5%

12" PIPE

GRADE = 1.4%

12" PIPE

GRADE = 1.0%

12" PIPE

GRADE = 1.0%

PR SAN

PR CONC

WALK

PR CONC

WALK

PR CONC

WALK

PR CONC

WALK

PR CONC

WALK

PR CONC

WALK

PR ASPH

DRIVE

PR GRADE

PR GRADE

EX GRADE

PR GRADE

EX GRADE

PR GRADE

EX GRADE

PR GRADE

EX GRADE

PR GRADE

ROOF DRAIN,

SEE PLUMBING

PLANS

ROOF DRAIN,

SEE PLUMBING

PLANS

ROOF DRAIN,

SEE PLUMBING

PLANS

ROOF DRAIN,

SEE PLUMBING

PLANS

GRANULAR

BACKFILL

GRANULAR

BACKFILL

GRANULAR

BACKFILL

GRANULAR

BACKFILL

GRANULAR

BACKFILL

209'

PR FIRE WATER

AND DOMESTIC

WATER

M

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CO-2D

24" W/SOLID LID

STA: 0+00.00

RIM: 657.65

INV. IN: 651.53 (S)

INV. IN: 648.50 (E)

INV. OUT: 648.50

SUMP: 648.00

6" PIPE,

SEE DETAIL

F5/C502

6" PIPE, SEE

DETAIL D9

AI-1D

60" DIA. AREA INLET

STA: 0+00.00

SILL: 651.01

INV. IN: 646.91 (E)

INV. IN: 645.55 (S)

INV. OUT: 645.55

EX GRADE

12" PIPE

GRADE = 1.0%

158'

EX 30" PIPE

17'

6" PIPE

GRADE = 2.0%

CB-11D

12" W/DOME LID

STA: 0+17.49

RIM: 658.63

INV. OUT: 655.12

SUMP: 654.62

NEW INTERPRETIVE

CENTER WALL

PR CONC

WALK

EX ASPH

PVMT

12"

PIPE, SEE

DETAIL A1

CO-6D

30" W/SOLID LID

STA: 5+07.43

RIM: 659.04

INV. IN: 654.77 (W)

INV. IN: 651.99 (S)

INV. OUT: 651.99

SUMP: 651.49

ROOF DRAIN,

SEE PLUMBING

PLANS

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DISCLAIMER OF RESPONSIBILITY

I hereby specify that the documents intended to be authenticated by my seal are limited to this sheet, and I hereby disclaim any responsibility for all other Drawings, Specifications, Estimates, Reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project or survey.

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING

CORPORATION CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY

CORPORATION CERTIFICATE LIC. NO.: 000078

Copyright © 2017 Kuhlmann design Group, Inc. All rights reserved.

C:\My Revit Local\722_DOE Interpretive Center_paul.brickler@kdginc.com.rvt

10/5/2017 4:44:25 PM

FINAL SUBMITTAL

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CATCH BASIN/JUNCTION

F6

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6"

(MIN.)

6"

(MIN.)

M

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REINFORCE CONCRETE PIPE

F9

SCALE: N.T.S.

OUTSIDE OF

PIPE BELL

OUTSIDE OF

PIPE BARREL

F

L

PLANE OF

SPRING LINE

COMPACTED CRUSHED

LIMESTONE AND

SCREENINGS

6" TO 18"PIPE) EXCEPT

C-501

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STORM SEWER PROFILE

A1

SCALE: N.T.S.

STORM SEWER PROFILE

D6

SCALE: N.T.S.

M A

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STORM SEWER PROFILE

D9

SCALE: N.T.S.

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING

THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED

UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

TOP SOIL

FRAME & GRATE/COVER

WITH LOCKING LID 8" MIN THICKNESS GUIDELINE

NOTES:

1. SOLID COVERS SHALL MEET H-20 LOAD RATING.

2. DOME COVERS SHALL MEET H-10 LOAD RATING.

3. ALL COVERS SHALL BE SAME MANUFACTURER AS

CATCH BASIN.4" MIN ON 12" - 24"

6" MIN ON 30"

MINIMUM PIPE BURIAL DEPTH

PER PIPE MANUFACTURER

RECOMMENDATION

18" MIN

THICKNESS

BOTTOM FLANGE OF FRAME MUST BE

SUPPORTED BY CONCRETE COLLAR

ADAPTER RING

V A

R I E

S

INLET BASE AND INLET MANHOLE BASE

SEE DETAIL D1/C5-02

PRECAST CONCRETE AREA INLET

D1

SCALE: N.T.S.

I

N

CAST IRON COVER

WITH LOCKING LID

SHIPPED AS

ONE UNIT

3/4" MORTAR BED JOINT

(2) 5/8" DIA. - 1'-0" PINS

ADJUST TO FINAL

GRADE WITH GRADE

RINGS

3/4" MORTAR

BED JOINT

APPROVED PATENTED

COMPRESSION TYPE

JOINT

APPROVED

JOINT

4 WAY CONCRETE UNIT

INLET STONE

8" 8"

58"

48"

8" 8"

"Ø HOLE

"Ø HOLE

4-#3 REBAR

4-#3 REBAR

PLAN

SECTION A-A

NOTES

1. SET STANDARD INLET STONE IN

" MORTAR BED AND DOWEL WITH

"Ø

1'-0" LONG PINS AND GROUT

2. RAISE TO FINAL GRADE WITH COURSES OF BRICK AND SET THE UNIT TO

BASE WITH

" MORTAR BED

3. 5,000 P.S.I. CONCRETE IS REQUIRED

AA

4 WAY CONCRETE UNIT

4-#3

REBAR

PIPE BEDDING (FOR ALL

ADS NYLOPLAST

DRAINAGE STRUCTURES

OR APPROVED EQUAL

NOTE:

UTILITY BEDDING SHOULD NOT INCLUDE GRAVEL WITHIN 4 FEET

OF THE PERIMETER OF THE FOUNDATION. COMPACTED CLAY OR

FLOWABLE FILL TRENCH BACKFILL SHOULD BE USED IN LIEU OF

PERMEABLE BEDDING MATERIALS BETWEEN 2 FEET INSIDE THE

BUILDING TO A DISTANCE OF 4 FEET BEYOND THE EXTERIOR OF

THE BUILDING EDGE TO REDUCE THE POTENTIAL FOR WATER TO

INFILTRATE WITHIN UTILITY BEDDING AND BACKFILL MATERIAL.

M

I N

319'

305'

EXISTING UTILITIES IN THIS AREA

COMMUNICATIONS, WATER,

SANITARY FORCE MAIN AND STORM SEWER

MH-4S

MANHOLE

STA: 6+47.31

RIM: 659.39

INV. IN: 654.55

INV. OUT: 654.45

MH-3S

MANHOLE

STA: 3+36.60

RIM: 658.79

INV. IN: 652.60

INV. OUT: 652.50

8" PVC

GRADE = 0.65%

8" PVC

GRADE = 0.65%

PR STM

4" PVC, SEE

PLUMBING PLANS

PR CONC

WALK

NEW INTERPRETIVE

CENTER WALL

GRANULAR

BACKFILL

GRANULAR

BACKFILL

GRANULAR

BACKFILL

EX ASPH

PVMT

EX ASPH

PVMT

EX ASPH

PVMT

EX GRADE

18'

X

EXISTING FENCE

MH-2S

MANHOLE

STA: 0+18.06

RIM: 656.74

INV. IN: 650.56

INV. OUT: 650.46

MH-1S

EX MANHOLE

STA: 0+00.00

RIM: 656.65

INV. IN: 650.35 (N)

INV. IN: 649.99 (E)

INV. OUT: 649.99

8" PVC

GRADE = 0.65%

8" PVC

GRADE = 0.65%

319'

CO-12D

12" W/SOLID LID

STA: 0+67.95

RIM: 657.61

INV. OUT: 653.39

SUMP: 652.89

CO-2D

24" W/SOLID LID

STA: 0+00.00

RIM: 657.65

INV. IN: 651.53 (S)

INV. IN: 648.50 (E)

INV. OUT: 648.50

SUMP: 648.00

GRANULAR

BACKFILL

6" PIPE

GRADE

= 2.0%

68'

PR CONC

WALK

PR GRADE

EX GRADE

ROOF DRAIN,

SEE PLUMBING

PLANS

12" PIPE,

SEE DETAIL A1/C-501

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DISCLAIMER OF RESPONSIBILITY

I hereby specify that the documents intended to be authenticated by my seal are limited to this sheet, and I hereby disclaim any responsibility for all other Drawings, Specifications, Estimates, Reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project or survey.

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING

CORPORATION CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY

CORPORATION CERTIFICATE LIC. NO.: 000078

Copyright © 2017 Kuhlmann design Group, Inc. All rights reserved.

C:\My Revit Local\722_DOE Interpretive Center_paul.brickler@kdginc.com.rvt

10/5/2017 4:44:25 PM

FINAL SUBMITTAL

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NOTES:

1. THE MINIMUM INSIDE DIAMETER FOR THE BASE AND RISER SECTIONS SHALL BE 48 INCHES FOR ALL SANITARY SEWERS AND ALL STORM SEWERS.

MANHOLE SHALL MEET ASTM C-478 REQUIREMENTS.

2. FLOWLINE ELEVATION OF INCOMING PIPES SHALL BE 1" HIGHER THAN THAT OF OUTGOING PIPE.

3. PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL OF ALL STRUCTURES.

8"

(TYP.)

M

A X

M

A X

42" I.D.

BASE SECTION

2 1/2"

M

I N

MANHOLE BASE PLAN

PRECAST CONCRETE MANHOLE

D1

SCALE: N.T.S.

ELEVATION

STANDARD MANHOLE

FRAME AND COVER

WITH LOCKING LID

ADJUST TO GRADE WITH

APPROVED GRADE RING

PROVIDE ADAPTOR RING WITH

42 INCH TOP OPENING DIAMETER

FOR INLET STRUCTURES

PROVIDE AND ADJUST RISER

SECTIONS SO THAT PIPE INLET

DOES NOT EXTEND THROUG

STRUCTURE JOINT.

RUBBER GASKET JOINT OR

APPROVED EQUAL

PRECAST RISER SECTION

SHAFT STEPS UNIFORMLY

SPACED AT 16" CTRS. NOT OVER

TOP OF PIPES, EXTEND 5

FROM WALL

PRECAST MANHOLE BASE

APPROVED PATENTED

COMPRESSION TYPE JOINT

FOR DROP PIPE, FACTORY CAST

OPENING AS REQUIRED.

APPROVED COMPRESSION TYPE

JOINT

ECCENTRIC PRECAST CONE

TOP SECTION, MANHOLES 42-48

INCHES

DEFLECTION ANGLE

AS REQUIRED

AREA OR REINFORCING

STEEL = .12 IN./ LIN. FT.

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SCALE: N.T.S.

SANITARY SEWER PROFILE

D7

SCALE: N.T.S.

ASPHALT PAVEMENT TRENCH PATCH

F1

SCALE: N.T.S.

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TRENCH BACKFILL

ASPHALT BASE TO MATCH

EXISTING PAVEMENT

SECTION THICKNESS

MODOT BP-1

3" ASPHALTIC CONCRETE

SURFACE COURSE

PRIME COAT

2' TYP TRENCH WIDTH 2' TYP

EXIST. PAVEMENT

SURFACE

SAW CUT LINE

SAW CUT LINE

STORM SEWER PROFILE

F5

SCALE: N.T.S.

NOTE:

UTILITY BEDDING SHOULD NOT INCLUDE GRAVEL WITHIN 4 FEET

OF THE PERIMETER OF THE FOUNDATION. COMPACTED CLAY OR

FLOWABLE FILL TRENCH BACKFILL SHOULD BE USED IN LIEU OF

PERMEABLE BEDDING MATERIALS BETWEEN 2 FEET INSIDE THE

BUILDING TO A DISTANCE OF 4 FEET BEYOND THE EXTERIOR OF

THE BUILDING EDGE TO REDUCE THE POTENTIAL FOR WATER TO

INFILTRATE WITHIN UTILITY BEDDING AND BACKFILL MATERIAL.

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I hereby specify that the documents intended to be authenticated by my seal are limited to this sheet, and I hereby disclaim any responsibility for all other Drawings, Specifications, Estimates, Reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project or survey.

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING

CORPORATION CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY

CORPORATION CERTIFICATE LIC. NO.: 000078

Copyright © 2017 Kuhlmann design Group, Inc. All rights reserved.

C:\My Revit Local\722_DOE Interpretive Center_paul.brickler@kdginc.com.rvt

10/5/2017 4:44:25 PM

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RESTRAIN TO

VAULT

DOUBLE DETECTOR-CHECK DETECTOR CHECK ASSEMBLY VALVE

(ABLE TO BE TESTED BY CONSUMER)

INSULATED FLANGE

CONNECTION

BRASS

I.P. THREADS

I.P. THREADS

BRASS

FIRE

SERVICE

DRAIN TO

DAYLIGHT

DETECTOR

BY-PASS METER

BY WATER CO.

METER AND INSTALLATION

BY MO. AMERICAN WATER CO.

GENERAL

SERVICE

INSULATED FLANGE

CONNECTION

METER VAULT FOR SPLIT SERVICE - ELEVATION

METER VAULT FOR SPLIT SERVICE - PLAN

DOMESTIC SERVICE FIRE SERVICE

SIZE

BYPASS

MIN. SIZE A B

10" 8" 6" 4"

C D E C D E C D E C D E

IN. IN. IN. IN. IN. IN. IN. IN. IN. IN. IN. IN. IN. IN. IN. IN.

1 1/2 1 30 22

35 72 102 35 72 90 30 66 84 27 60 84

2 2 30 22

35 72 102 35 72 90 30 66 84 27 60 84

3 2 54 47

35 84 156 35 78 156 30 72 150 27 72 150

4 2 54 47

35 84 162 35 84 162 30 78 156 27 72 156

6 2 60 47

36 84 174 36 84 174 31 78 174

8 2 66 47

37 84 186 37 84 186

1. VAULTS WALLS TO BE OF CONCRETE OR PRECAST CONCRETE.

2. VAULT ROOF TO BE OF REINFORCED CONCRETE WITH OPENING CENTERED OVER GENERAL

SERVICE METER.

3. LIDS AND FRAMES OF OPENING TO BE SET IN PLACE NOT IN CONCRETE.

4. VALVES ON EACH SIDE OF GENERAL METER FOR 1 1/2" OR 2" SERVICE TO HAVE SCREW ENDS, I.P.

THREADS. FOR 3" AND ABOVE, VALVES MUST HAVE FLANGED ENDS AND BE IN ALIGNMENT. ALL

VALVES MUST BE ADEQUATELY SECURED TO WITHSTAND WATER THRUST WITH METER

REMOVED.

5. MINIMUM CLEARANCE OF 2' TO BE PROVIDED BETWEEN THE EDGES OF THE GENERAL METER

AND DETECTOR CHECK BYPASS METER.

6. DRAINAGE FACILITIES MUST BE PROVIDED, OR BOX OTHERWISE KEPT FREE OF WATER. NO

FRENCH DRAINS ALLOWED UNLESS APPROVED BY AUTHORIZED COMPANY REPRESENTATIVE.

7. DI PRESSURE CLASS 52 PIPE MINIMUM, EXTENDED MIN. 5' FROM OUTLET SIDE OF METER PIT.

8. TYPE "K" OR "L" COPPER ON DOMESTIC. EXTENDED MIN. 5' FROM OUTLET SIDE OF METER PIT.

9. ANY DEVIATION FROM PIPE DEPTH SHOWN MUST BE APPROVED BY AUTHORIZED COMPANY

REPRESENTATIVE PRIOR TO CONSTRUCTION.

10. METER BOX CONTROL VALVE TO BE LOCATED AS NEAR TO METER BOX AS PRACTICAL.

11. BOX TO BE SET WITH TOP OF BOX AT FINISHED GRADE WITH NO EXTENSION ALLOWED.

12. CONNECTIONS TO PUBLIC WATER MAIN WILL NOT BE MADE BEFORE METER PIT AND PIPING ARE

COMPLETE AND PROPERTY LINE VALVE INSTALLED UNLESS APPROVED BY AUTHORIZED

MISSOURI AMERICAN WATER COMPANY REPRESENTATIVE.

13. CUSTOMER SERVICE SUPERINTENDENT MUST APPROVE ALL MEGALUGS, UNIFLANGE TYPE

JOINTS IN METERBOX.

14. LIDS SHALL BE MADE OF ALUMINUM AND SPRING LOADED. OPENING SHALL BE 48"x48" TO ALLOW

UNRESTRICTED ACCESS. OPENING TO BE FLUSH WITH OUTLET SIDE OF DOMESTIC WATER

SERVICE VALVE FLANGE. LIDS SHALL BE LOCKABLE VIA A STANDARD TURNABLE BOLT.

METER BOX

CONTROL

VALVE WITH

STOP BOX

CORROSION

PROTECTION

APPROX. MIN. "B"

DRAIN TO

DAYLIGHT

TEST TEE STRAINER

WATER CO. OWNED

STRAINER

VALVE

OPENING IN ROOF

OPTIONAL

CONNECTION MADE BY CONTRACTOR

DUCTILE IRON

DUCTILE IRON

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DISCLAIMER OF RESPONSIBILITY

I hereby specify that the documents intended to be authenticated by my seal are limited to this sheet, and I hereby disclaim any responsibility for all other Drawings, Specifications, Estimates, Reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project or survey.

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING

CORPORATION CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY

CORPORATION CERTIFICATE LIC. NO.: 000078

Copyright © 2017 Kuhlmann design Group, Inc. All rights reserved.

C:\My Revit Local\722_DOE Interpretive Center_paul.brickler@kdginc.com.rvt

10/5/2017 4:44:25 PM

FINAL SUBMITTAL

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NOTE:

WHEN NEW CONCRETE CURB ABUTS EXISTING CURB OR NEW INTEGRAL CURB

& WALK, USE 1/2" THICK PREMOLDED EXPANSION JOINT FILLER.

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6"

CONCRETE VERTICAL CURB

C5

SCALE: N.T.S.

1" R

1/4" R

P.C. CONCRETE CURB

PREPARED SUBGRADE

SAW CUT AND REMOVE

EXISTING PAVEMENT AS

REQUIRED TO CONSTRUCT

NEW CONCRETE CURB.

PATCH WITH NEW ASPHALT

PAVEMENT SECTION OR

MATCH EXISTING ADJACENT

PAVEMENT SECTION.

PRECAST CONCRETE

WHEEL STOP, LOCATE 2'-6"

FROM EDGE OF SIDEWALK

TO FRONT OF WHEEL STOP.

1/2"ØX12" LONG STEEL PIN

IN 3/4"Ø SLEEVE (TYP.)

FRONT ELEVATION

SIDE ELEVATION

X

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#4 B-BARS AT

18"± CENTERS

#4 A-BARS AT

12"± CENTERS

4"

VARIABLE STEP WIDTH

SEE SITE PLAN

4"

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#4 A-BARS AT 12"± CENTERS

2"

TYPICAL CONCRETE STAIRWAY

E1

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ASPHALTIC PAVEMENT SECTION

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MODOT TYPE 5 COMPACTED GRANULAR BASE

MODOT BP-1 ASPHALTIC CONCRETE SURFACE COURSE

PRIME COAT

MODOT PMBB ASPHALTIC CONCRETE BASE COURSE

NOTE: DETAIL INDICATES MINIMUM PAVEMENT

SECTION THICKNESS, MATCH ADJACENT EXISTING

PAVEMENT SECTION IF GREATER

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WHEN NEW CONCRETE CURB ABUTS EXISTING CURB OR NEW INTEGRAL

CURB & WALK, USE 1/2" THICK PREMOLDED EXPANSION JOINT FILLER.

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CURB FLUSH WITH PAVEMENT

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1/4" R

P.C. CONCRETE CURB

PREPARED SUBGRADE

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VARIES

CURB FLUSH WITH

PAVEMENT

1'

TRANSITION

1'

TRANSITION

CONCRETE VERTICAL CURB

PAVEMENT GRADE

TO FLUSH WITH PAVEMENT

C9

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SAW CUT AND REMOVE

EXISTING PAVEMENT AS

REQUIRED TO CONSTRUCT

NEW CONCRETE CURB.

PATCH WITH NEW ASPHALT

PAVEMENT SECTION OR

MATCH EXISTING ADJACENT

PAVEMENT SECTION.

CONCRETE

CONCRETE WHEEL STOP

E9

SCALE: N.T.S.

"A" DIA.

18"

20"

16"

"B" DIA.

8"

6"

4"

HOLE FOR BOLLARD MAY BE

DRILLED AFTER PAVEMENT

INSTALLATION AT

CONTRACTORS OPTION.

SCHEDULE 40 STEEL PIPE

FILLED W/ CONCRETE AND

PAINTED YELLOW

PROPOSED PAVEMENT

CONCRETE

A

B

PIPE BOLLARD

A7

SCALE: N.T.S.

CURB TRANSITION

RAISED CONCRETE ISLAND

A9

SCALE: N.T.S.

1"

3/4"R

RAISED CONCRETE ISLAND

#5 TIE BAR (TYP.)

6" VARIES 6"

PAVEMENT

DRILLED HOLE SHALL

BE 3/4" DIA.

NOTE:

PLACE JOINTS MATCHING EXISTING JOINTS. WHEN THERE ARE NO VISIBLE

JOINTS IN THE ADJACENT PAVEMENT. THE JOINT SPACING WILL BE EQUAL TO

THE WIDTH OF THE RAISED ISLAND, WITH A MINIMUM SPACING OF 10 FEET.

SECTION

PLAN

#5 TIE BAR (TYP.)

5' (TYP.)

T

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STEP DIMENSIONS

GRID

LOCATION

TREAD

(INCHES)

RISE

(INCHES)

NUMBERS

OF STEPS

C6/C-101 1'-0" 0'-6" 4

E1/C-102 1'-1 1/2" 0'-4 1/2" 13

C3/C-102 1'-0" 0'-6" 8

NOTE:

SEE ARCHITECTURAL

PLANS FOR RAILINGS AND

NOSINGS.

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2.0% MAX. ANY DIRECTION

NON-REINFORCED CONCRETE PATIO

E5

SCALE: N.T.S.

EXPANSION JOINT

CONTROL JOINT

TYPICAL SECTION

PORTLAND CEMENT

CONCRETE

PREPARED SUBGRADE

1/2" CONTROL JOINT WITH

1/4" RD. OVER

1/2" EXPANSION JOINT WITH JOINT FILLER.

UNLESS OTHERWISE NOTED.

EXISTING

PATIO PROPOSED

PATIO

CONSTRUCTION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

BUILDING

PENETRATION

(i.e. COLUMN, DRAIN, OR SIGN)

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

X

R

B P

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U R

B

DOOR STOOP

TYPICAL JOINT LOCATIONS

NOTES:

1. POSTS SHALL BE SET IN POST FOOTERS AS SHOWN OR

CORED

2. REFER TO SITE PLAN FOR RAMP DIMENSIONS AND

GRADING PLAN FOR SLOPES

3. UNLESS NOTED OTHERWISE, RAMP FINISH SHALL BE A

NON-SLIP HORIZONTAL BROOM FINISH

RETAINING WALL PROFILE W/ADA COMPLIANT RAMP AND HANDRAILS

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NOTES:

1. CONTRACTOR SHALL INSTALL JOINTS NOT TO EXCEED 7 FEET IN WIDTH.

PANELS SHALL BE KEPT AS SQUARE AS POSSIBLE, LENGTH TO WIDTH

SHALL NOT BE GREATER THAN 1.5:1. ACUTE ANGLES SHALL BE AVOIDED

2. CONTRACTOR SHALL INSTALL EXPANSION JOINTS WHEREVER

NECESSARY TO SEPARATE PATIO FROM OTHER BUILDING MEMBERS,

INCLUDING, BUT NOT LIMITED TO, COLUMNS, WALLS, EQUIPMENT

FOUNDATIONS, FOOTINGS, STAIRS, MANHOLES, SUMPS, AND DRAINS.

CONTROL JOINT

SLEEVE SET POST OPTION:

8" (MIN.) CONCRETE POST FOOTING.

SET IN 6" DEEP SLEEVES PACK WITH

NON-SHRINK GROUT

5'-0" (MIN.)

LANDING

2.0% (MAX.)

SLOPE

IN ANY

DIRECTION

30'-0" (MAX.) LENGTH SLOPE

SLOPE NOT TO EXCEED 8.33% (12:1)

2-6" (MAX.) RISE

5'-0" (MIN.)

LANDING

2.0% (MAX.)

SLOPE

IN ANY

DIRECTION

PROFILE

CONCRETE SIDEWALK,

SEE DETAIL F1/C-505

30'-0" (MAX.) LENGTH SLOPE

SLOPE NOT TO EXCEED 8.33% (12:1)

2-6" (MAX.) RISE

HANDRAIL POST EQUAL SPACING

5' (MAX.)

SEE ARCHITECTURAL

PLANS FOR HANDRAIL

5'-0" (MIN.)

LANDING

2.0% (MAX.)

SLOPE

IN ANY

DIRECTION

TOP OF RETAINING WALL

REFER TO PLAN FOR SIDEWALK WIDTH

1'

(MIN.)

36" (MIN.) CLEARANCE WIDTH

PIPE SLEEVE

CONCRETE SIDEWALK,

SEE DETAIL F1/C-505

COMPACTED

SUBGRADE

SLEEVE SET POST OPTION:

8" (MIN.) CONCRETE POST FOOTING. SET IN 6"

DEEP SLEEVES PACK WITH NON-SHRINK GROUT

TYPICAL SECTION

CONCRETE RETAINING

WALL, SEE STRUCTURAL

DETAIL 6/S-302

SEE ARCHITECTURAL PLANS

FOR HANDRAILS

EXPANSION

JOINT

EXPANSION

JOINT

V A

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TOP OF

RETAINING WALL

ELEV.

662.55

ELEV.

662.55

ELEV.

658.00

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BOTTOM OF

WALL (BW)

TOP OF LEVELING

PAD

EX GRADE

AT FACE OF WALL

APPROX. AREA

OF EXPOSED FACE

OF WALL = 78 S.F.

4'

20'

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DISCLAIMER OF RESPONSIBILITY

I hereby specify that the documents intended to be authenticated by my seal are limited to this sheet, and I hereby disclaim any responsibility for all other Drawings, Specifications, Estimates, Reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project or survey.

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING

CORPORATION CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY

CORPORATION CERTIFICATE LIC. NO.: 000078

Copyright © 2017 Kuhlmann design Group, Inc. All rights reserved.

C:\My Revit Local\722_DOE Interpretive Center_paul.brickler@kdginc.com.rvt

10/5/2017 4:44:25 PM

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PERPENDICULAR CONCRETE CURB RAMP

NOTES

ALL RAMPS SHALL NOT HAVE RUNNING SLOPES GREATER THAN 8.3% OR 1V:12H.

RAMP LENGTH NOT REQUIRED TO EXCEED 15 FEET.

NON-TRAVERERSABLE

FLARE OR VERTICAL

CURB

TRAVERSABLE FLARE

1V:10H (MAX.)

CURB HEIGHT

TRANSITION

SAME AS

APPROACH SIDEWALK

4'-0" (MIN.)

A

A

VARIABLE

RAMP SLOPE SHOULD BE AS FLAT

AS POSSIBLE, AND SHALL NOT

EXCEED 12V:1H (8.33%)

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ALGEBRAIC DIFFERENCE BETWEEN

PAVEMENT OR GUTTER SLOPE IN

DIRECTION OF PEDESTRIAN TRAVEL AND

CURB RAMP SLOPE SHALL NOT EXCEED

13.0%. PROVIDE 24" LEVEL LANDING IF

ALGEBRAIC DIFFERENCE EXCEEDS 13.0%.

DETAIL A

DETAIL A

NON-TRAVERERSABLE

FLARE

FULL CURB

HEIGHT

1'-0"

C U

R B

H E

I G

H

CONCRETE CURB

RAMP

TRANSISTION FROM

FULL CURB HEIGHT

TO 0"

T

O

FROM FRONT OF

CURB LINE

GENERAL NOTES:

ALL AREAS OF THE PEDESTRIAN ACCESS

ROUTE MUST BE COMPLIANT WITH THE

"AMERICANS WITH DISABLILITES ACT

ACCESSIBLILITY GUIDELINES (ADAAG)".

EXCEPTIONS MUST BE APPROVED BY THE

ENGINEER. ALL OTHER AREAS OF

NON-COMPLIANCE SHALL BE REMOVED AND

CORRECTED AT THE CONTRACTOR'S

EXPENSE.

FINISHED SIDEWALK SHALL BE STABLE, SLIP

RESISTANT AND SURFACE DOES NOT POND

WATER.

SIDEWALK AND RAMP CROSS SLOPES SHALL

BE A MINIMUM OF 1.0% TO FACILITATE

DRAINAGE AND A MAXIMUM OF 2.0% TO BE

USABLE FOR DISABLED INDIVIDUALS.

STORMWATER INLETS, SIGNS, POSTS,

MANHOLE COVERS, PULL BOXES AND OTHER

ACCESS LIDS SHOULD BE AVOIDED WITHIN

THE SIDEWALK. IF SUCH A LOCATION IS

NECESSARY, THE FEATURE MUST MEET ADA

STANDARDS.

THE RUNNING GRADE OF A SIDEWALK SHALL

NOT EXCEED 5.0% UNLESS IT IS MATCHING

THE GRADE OF THE ADJACENT ROADWAY.

1V:12H (MAX.)

PEDESTRIAN ACCESS ROUTE SHALL

CONTINUE ACROSS DRIVEWAYS AND

PARKING LOTS.

LANDINGS SHALL BE CONSTRUCTED AT THE

TOP AND/OR BOTTOM OF A CURB RAMP

WHEREVER A TURNING MOVEMENT IS

REQUIRED. LANDINGS LOCATED IN THE

ROADWAY MUST BE COMPLETELY

CONTAINED WITHIN THE CROSSWALK.

SIDE FLARES OF CURB RAMPS, IN THE PATH

OF PEDESTRIAN TRAVEL (TRAVERSABLE),

SHALL NOT EXCEED A SLOPE OF 1V:10H. SIDE

FLARES OUTSIDE THE PEDESTRIAN PATH

(NONTRAVERSABLE) MAY BE 1V:2H OR

VERTICAL.

TRANSITION FROM SIDEWALK TO GUTTER TO

ROADWAY MUST BE FLUSH.

WHEN IT IS TECHNICALLY NOT FEASIBLE TO

CONSTRUCT 1V:12H RAMP SLOPE, WHILE

ALTERING EXISTING PEDESTRIAN FACILITIES,

A SLOPE BETWEEN 1V:12H AND 1V:10H IS

PERMISSIBLE FOR A MAXIMUM RISE OF 6",

AND A SLOPE BETWEEN 1V:10H AND 1V:8H IS

PERMISSIBLE FOR A MAXIMUM RISE OF 3".

IF CONSTRUCTION OF 5' X 5' LANDING IS NOT

FEASIBLE, 4' X 4' LANDING MAY BE USED.

CONCRETE SIDEWALK SECTION

F1

SCALE: N.T.S.

PORTLAND CEMENT

CONCRETE

COMPACTED GRANULAR BASE

PREPARED SUBGRADE

EXPANSION JOINT

CONTROL JOINT

TYPICAL SECTION

EXIST.

WALK

EXISTING

WALK

C O

N C

R E

T E

S T

E P

S

SPACING EQUAL TO WIDTH OF WALK.

NOT TO EXCEED 50' BETWEEN

PREFORMED FIBER JOINTS

1/2" PREFORMED

FIBER JOINT

SEE PLANS FOR WIDTH.

BUILDING

NOTE

WALL PROJECTIONS OR SIGNS OR OTHER OBJECTS ATTACHED TO POSTS DO NOT

EXCEED 4” INTO THE PEDESTRIAN PATH BETWEEN 27” AND 80” ABOVE THE GROUND.

EXCEPTION, SIGNS OR OTHER OBJECTS ATTACHED TO POSTS MAY PROJECT INTO THE

PEDESTRIAN PATHWAY UP TO 12”, BUT IS NOT PREFERRED AND SHOULD BE LIMITED TO

4” WHERE POSSIBLE.

POST PROJECTION WALL PROJECTION

4" (MAX.)

PROTECTED ZONE

4" (DESIRABLE)

12" (MAX.)

EXPANSION JOINT

CONTROL

JOINT

1/2" PREFORMED

FIBER JOINT

EXISTING

CURB

1/2" CONTROL JOINT WITH 1/4" RD. OVER

1/2" EXPANSION JOINT WITH JOINT FILLER.

UNLESS OTHERWISE NOTED.

PROTECTED ZONE

CANE DETECTABLE

RANGE

1.5% CROSS SLOPE(2.0% MAX.)

5.0% RUNNING SLOPE(MAX.)

24"

12"

FINISHED GROUND LINE

TEMPORARY SLOPE LINE

1:1 MINIMUM

RETAINED

SOIL

SELECTED DRAINAGE AGGREGATE

WRAPPED WITH GEOTEXTILE

FILTER FABRIC

M

I N

TOP OF LEVELING PAD

BOTTOM OF LEVELING PAD

CAP BLOCK

FACE OF WALL

FINISHED GROUND LINE

GEOSYNTHETIC

REINFORCEMENT

4" DIA. (MIN.) DRAIN PIPE OUTLET

@ END OF WALL OR @ 40'

CENTERS MAX. SLOPE TO

DRAIN (1/8"/FT.)

TYPICAL MODULAR BLOCK WALL

C7

SCALE: N.T.S.

COMPACTED

BACKFILL

COMPACTED

BACKFILL

TYPICAL SECTION

NOTE:

CONTRACTOR TO SUBMIT A

SEPARATE DETAILED, SIGNED

AND SEALED, WALL DESIGN

TO ENGINEER FOR APPROVAL.

ADJACENT CONC

SIDEWALK

SEE ARCHITECTURAL PLANS FOR GUARDRAIL

WALL PROFILE

HANDICAP PARKING LAYOUT AND SIGNS

A5

SCALE: N.T.S.

PLAN

48"

4" WHITE

PAINTED

LINES

2"Ø METAL POST

OR HAT ( ) SECTION

5"Ø STEEL PIPE CONCRETE

FILLED. PRIMED AND PAINTED

YELLOW, 2 COATS

18"Ø CONCRETE

ENCASEMENT

(3000 PSI, 28 DAYS)

18"

HANDICAP

PARKING

2 SIGNS, BACK TO

BACK (ALUMINUM)

FINISHED GRADE

SIGNS AND HEIGHT TO MEET ADA

ACCESSIBILITY REQUIREMENTS.

PAINTED SYMBOL

HANDICAP PARKING SIGN IN PAVEMENT

9'

(TYP.)

9'

(TYP.)

5'

6" RAISED

CONCRETE ISLAND

WHEEL STOP, TYP

(SEE DETAIL

E9/C-504)

PAINTED SYMBOL, TYP

(SEE DETAIL)

"VAN ACCESSIBLE"

HANDICAP PARKING SIGNS

HANDICAP PARKING

SIGNS

VAN

ACCESSIBLE

"VAN ACCESSIBLE" SIGN

WHERE INDICATED

6" RAISED

CONCRETE ISLAND

M I N

4" WHITE CROSS

HATCHING AT 3'-0"

CENTER TO CENTER

ALL PAVEMENT MARKING SHALL BE 4" WHITE

CURB RAMP - PARALLEL

C5

SCALE: N.T.S.

5'

(MIN.)

L

A N

D I N

G

M

I N

M

I N

M

A X

1V:12H

(MAX.)

A

A

5'

(MIN.)

PLAN

SECTION A-A

5' (MIN.)

.0

(M

IN

.0

(M

A X

PAVEMENT

VARIABLE HEIGHT

CURB

NOTES

SEE DETAIL A1/C-505 FOR GENERAL NOTES

4"

5"

20"

2"

22"

22"

6"

10"

4"

3"

6"

2"

2"

3"

4"

4"

6"

5"

3"

CB

CB

W

W

MW

MW

T

T

F

O

I

S

W

W

W

W

W

W

F

O

CB

F

O

CO

CO

CO

CO

CO

CO

CO

W

EXISTING

INTERPRETIVE

CENTER

EXISTING

OFFICES

EXIST.

LAB

BLDG.

S

O

L

D

I

I

V

E

H

W

HWY 94

EX STORM

SHELTERS

7.29 AC

0.36 AC x 3.50 CFS/AC = 1.25(5%) CFS

6.93 AC x 1.70 CFS/AC = 11.78(95%) CFS

Q = 13.03 CFS

1.03 AC

0.37 AC x 3.50 CFS/AC = 1.30(36%) CFS

0.66 AC x 1.70 CFS/AC = 1.13(64%) CFS

Q = 2.42 CFS

4.50 AC

2.41 AC x 3.50 CFS/AC = 8.43(54%) CFS

2.09 AC x 1.70 CFS/AC = 3.56(46%) CFS

Q = 11.99 CFS

2.28 AC

0.72 AC x 3.50 CFS/AC = 2.52(32%) CFS

1.56 AC x 1.70 CFS/AC = 2.65(68%) CFS

Q = 5.17 CFS

9 6

7 6

5 6

Pr eli m inar y

Not F or C onstr ucti on

US Army Corps of Engineers ®

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

R I P

T I O

N

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

I S

S U

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D

A T

E

C O

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S O

L I C

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A T

I O

N

N

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DISCLAIMER OF RESPONSIBILITY

I hereby specify that the documents intended to be authenticated by my seal are limited to this sheet, and I hereby disclaim any responsibility for all other Drawings, Specifications, Estimates, Reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project or survey.

MISSOURI ARCHITECTURAL CORPORATION

CERTIFICATE LIC. NO.: 000216

MISSOURI PROFESSIONAL ENGINEERING

CORPORATION CERTIFICATE LIC. NO.: 000255

MISSOURI PROFESSIONAL LAND SURVEY

CORPORATION CERTIFICATE LIC. NO.: 000078

Copyright © 2017 Kuhlmann design Group, Inc. All rights reserved.

C:\My Revit Local\722_DOE Interpretive Center_paul.brickler@kdginc.com.rvt

10/5/2017 4:44:25 PM

FINAL SUBMITTAL

S T

L O

U

S

T R

I C

T

R T

S

J M

U

R T

S

M

I S

S O

U R

I

H

I G

H W

S A

I N

T

C

H A

R L E

S

M

I S

S O

U

D E

P A

R T

M E

E

N E

R G

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L E

G A

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W E

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S

I T

E

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T E

R P

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T I V

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C

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T E

R

00 50' 100'

C-600

E X

I S

T I N

G

D R

A I N

A G

E

A R

P

CALCULATED FOR THE

15 YR. / 20 MIN. STORM EVENT

00 50' 100'

EXISTING DRAINAGE AREA MAP

A1

SCALE: 1" = 50'