666-17-104_17_Details.pdf

PDF 11 MB Posted Feb 14, 2023

Attached to: Z2DA-- Resurface Road and Parking Phase 3 - 666-22-123
Solicitation number: 36C25923R0039
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19

About this file

Written by GovTribe AI · Dec 28, 2023

This opportunity notice seeks bids for a resurfacing project. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19 is soliciting proposals under solicitation number 36C25923R0039 to resurface roads and parking areas at facility 666 during phase 3 of ongoing construction and renovation efforts. Bids are due by January 31, 2023 and the contract is expected to be awarded by March 15, 2023. The project involves repaving existing roads and parking lots to repair damage and apply new markings. The anticipated period of performance is from April 3 through June 30, 2023.

View the file

Other files

File	Type	Posted
Amendment 0008 - 36C25923R0039.docx	DOCX document	Mar 31, 2023
Amendment 8 - Site Improvement Plan-AsBuilt-CS131 Site Improvement Plan D.pdf	PDF	Mar 31, 2023
Amendment 0007 - 36C25923R0039.docx	DOCX document	Mar 30, 2023
Amendment 0006 - 36C25923R0039.docx	DOCX document	Mar 15, 2023
Amendment 0005 - 36C25923R0039.docx	DOCX document	Mar 10, 2023
Amendment 0005 - 36C25923R0039 - CS215.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part6.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS214.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039.docx	DOCX document	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 131 thru 139.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part2.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS216.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part1.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part5.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS217.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS213.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS212.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - CS211.pdf	PDF	Mar 9, 2023
Amendment 0005 - 36C25923R0039 - Road Project Plans Sheets 107 thru 121_Part3.pdf	PDF	Mar 9, 2023
Amendment 0004 - 36C25923R0039.docx	DOCX document	Feb 23, 2023
Amendment 0003 - 36C25923R0039.docx	DOCX document	Feb 21, 2023
Amendment 0002 - 666-17-104_01_Title-Notes.pdf	PDF	Feb 17, 2023
Amendment 0001 - 36C25923R0039.docx	DOCX document	Feb 17, 2023
Amendment 0002 - 666-17-104_02_Phasing.pdf	PDF	Feb 17, 2023
Amendment 0002 - 36C25923R0039.docx	DOCX document	Feb 17, 2023
Amendment 0001 - 36C25923R0039.docx	DOCX document	Feb 15, 2023
36C25923R0039_1.docx	DOCX document	Feb 14, 2023
666-17-104_03_Existing_Part1.pdf	PDF	Feb 14, 2023
666-17-104_04_Site_Part2.pdf	PDF	Feb 14, 2023
666-17-104_07_Spotgrades_Part1.pdf	PDF	Feb 14, 2023
666-17-104_07_Spotgrades_Part2.pdf	PDF	Feb 14, 2023
666-17-104_06_Grading_Part1.pdf	PDF	Feb 14, 2023
666-17-104_15_Erosion_Part1.pdf	PDF	Feb 14, 2023
666-17-104_03_Existing_Part2.pdf	PDF	Feb 14, 2023
12-13-22 - NEW - Calculation Worksheet for Self-Performed and Subcontracted Work.docx	DOCX document	Feb 14, 2023
666-17-104_14_Lighting.pdf	PDF	Feb 14, 2023
666-17-104_15_Erosion_Part2.pdf	PDF	Feb 14, 2023
666-17-104_10_Profiles.pdf	PDF	Feb 14, 2023
Wage Determination.pdf	PDF	Feb 14, 2023
666-17-104_06_Grading_Part2.pdf	PDF	Feb 14, 2023
666-17-104_03_Existing_Part3.pdf	PDF	Feb 14, 2023
666-17-104_04_Site_Part1.pdf	PDF	Feb 14, 2023
P11_6B 666-17-104 Final Specifications.pdf	PDF	Feb 14, 2023

Show all 43

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PAVEMENT MATCH DETAIL

NTS7NTS6 SAW CUT DETAIL

NTS4 PAVEMENT SECTION

6" 4,000 PSI CLASS B CONCRETE

6" CRUSHED AGGREGATE

BASE COURSE (GRADING W)

EXISTING GROUND

6X6-W1.4XW1.4 WELDED WIRE

FABRIC

AT MID DEPTH ON CHAIRS

BROOM FINISH

NOTES:

1. FOR JOINT SPACING REFER TO CONCRETE SIDEWALK JOINT SPACING DETAIL.

2. WHEN REPAIRING/REPLACING PORTIONS OF SIDEWALK, MATCH JOINT

LOCATION & SPACING WITH EXISTING JOINTS.

3" [76mm]

STOP REINF.

AT JOINT

GEOTEXTILE SEPARATION FABRIC

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER

ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND

SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A

SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.

5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF

SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE

BRUSH IN A TRANSVERSE DIRECTION.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

1" [25mm]

SCORED OR SAWCUT

CONTRACTION JOINT.

TOP OF CURB

1/4" [6mm] DEEP

SCORED JOINTS

1/4" [6mm] R. (TYP.)

FORMED JOINTS ONLY

CLASS "B"

CONCRETE

EXPANSION JOINT WITH 1/4"

[6mm] BITUMINOUS JOINT

FILLER

1% MIN. 2% MAX.

[15 2m m] 6"

VARIES PER PLANS 0' MIN.

10.5' MAX.

[3200mm]

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

[5m m]

3/1 6"

[10 2m m] 4"

60' MAX.

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

60' MAX.

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP) PL

S P

PLAN

1 NTS

CONCRETE SIDEWALK JOINT SPACING

O N

I N

C H

I R

E E

O N

I N

N E

U N

D R

O N

I N

W O

U N

D R

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

I F

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

5 CONCRETE DETAIL (VEHICULAR)

NTS

CONCRETE SIDEWALK 3 NTS

6" THICK CLASS "B"

CONCRETE SIDEWALK

SLOPE 1.5% MAX.

TOWARD STREET

6'-0"

(OR AS STATED)

NOTES

1. PREFORMED EXPANSION JOINT FILLER SHALL BE INSTALLED FOR THE FULL THICKNESS OF THE SIDEWALK AND SHALL BE USED AT ALL JOINTS BETWEEN EXISTING CONCRETE, INLETS, MANHOLES AND OPPOSITE TO EXISTING EXPANSION JOINTS, AND AT NOT MORE THAN 150 FOOT INTERVALS. CONTRACTION JOINTS SHALL BE SPACED AT

INTERVALS NOT EXCEEDING WIDTH OF SIDEWALK PLACED.

2. ALL SIDEWALKS ADJACENT TO ADA RAMPS SHALL BE ADA COMPLIANT.

PREPARED SUBGRADE

6" CRUSHED AGGREGATE BASE COURSE

1. CRUSHED AGGREGATE BASE COURSE AND HOT MIX ASPHALT SHALL BE IN ACCORDANCE WITH WYDOT SPECIFICATIONS, INCLUDING

MATERIAL AND INSTALLATION.

2. DUE TO VARIABILITY WITHIN EXISTING PAVEMENT CROSS SECTION IT IS UNKNOWN IF CONCRETE IS PRESENT WITHIN OR BELOW THE PAVEMENT CROSS SECTION. IF CONCRETE IS ENCOUNTERED, IT SHALL BE REMOVED AND DISPOSED OF AS PART OF THE PAVEMENT

IMPROVEMENTS.

3. PAVEMENT FOR PARKING LOTS SHALL BE OF THE SAME COMPOSITION AS THE ROADS. CURB TYPES, EDGE TREATMENT AND SLOPES

SHALL BE AS SHOWN ON THE PLANS, AND PER WYDOT SPECIFICATIONS.

4. WHERE REQUIRED, SAWCUT PAVEMENT TO A DEPTH OF 2" WHERE FULL DEPTH PAVEMENT OPERATIONS ABUT BITUMINOUS

PAVEMENT TO REMAIN. SEAL JOINT WITH 12" WIDE ASPHALT SEALANT.

5. A RECLAIMED BASE MAY BE UTILIZED, WHERE SUITABLE, IN THE AREAS WHERE EXISTING PAVEMENT IS TO BE RECONSTRUCTED. THE RECLAMATION SHALL MEET THE MINIMUM MATERIAL REQUIREMENTS, SPECIFICATIONS AND CROSS SECTION OF THE FULL DEPTH CONSTRUCTION. IF THE EXISTING CROSS SECTION DOES NOT PROVIDE ADEQUATE DEPTH FOR RECLAMATION, NEW MATERIAL SHALL

BE IMPORTED.

6. PAVEMENT RECONSTRUCTION AND ASSOCIATED IMPROVEMENTS TO BE STAGED TO MINIMIZE DISRUPTION TO RESIDENTS AND HOSPITAL FUNCTIONS. STAGING AREAS AND EQUIPMENT STORAGE SHALL BE COORDINATED WITH THE CONTRACTING OFFICERS

REPRESENTATIVE (COR) AT THE VAMC.

PAVEMENT NOTES

6" CRUSHED AGGREGATE

BASE COURSE (GRADE W)

(PER WYDOT SPECIFICATIONS)

4" HOT MIX ASPHALT

8" CRUSHED AGGREGATE

BASE COURSE (GRADE W)

(PER WYDOT SPECIFICATIONS)

5" HOT MIX ASPHALT

MEDIUM DUTY PAVEMENT HEAVY DUTY PAVEMENT

COMPACTED EARTH

GEOTEXTILE

SEPARATION FABRIC

(MIRAFI HP270 OR

APPROVED EQUAL)

EXISTING BITUMINOUS

CONCRETE PAVEMENT

COMPACTED SUBGRADE

SAW CUT EXISTING PAVEMENT

TOP OF EXISTING BASE

BOTTOM OF EXISTING BASE

12" WIDE

ASPHALT SEALER

TACK COAT ON

EXISTING

SURFACE

EX. BIT. PAVEMENT

SAWCUT EXISTING BITUMINOUS

PAVEMENT IN A NEAT LINE.

CUT TO PASS THROUGH THE

ENTIRE DEPTH OF EXISTING

PAVEMENT.

APPLY TACK COAT OF RS-1

EMULSION TO VERTICAL FACE

OF EXISTING PAVEMENT PRIOR

TO PLACEMENT OF NEW

BITUMINOUS PAVEMENT

PROPOSED

HOT MIX ASPHALT

EXISTING GROUND

STONE

BASE

MATERIAL

EX. GRAVEL

BASE

8" 4,800 PSI CLASS A CONCRETE

WITH FIBER MESH

6" CRUSHED AGGREGATE

BASE COURSE (GRADING W) EXISTING GROUND

EPOXY COATED #5 REBAR @ 18" O.C.

CENTERED IN SLAB

NOTES:

1. VEHICULAR CONCRETE SHALL BE PLACED WITHIN ALL ROADWAY, DRIVEWAYS, AND LOTS, WHERE PCC PAVEMENT IS SHOWN ON THE PLANS.

2. JOINT SPACING SHALL BE 24 TO 36 TIMES THE THICKNESS OF THE SLAB BUT SHALL NOT EXCEED 15 FEET.

3. CONTRACTION JOINT GROOVES SHALL HAVE A MINIMUM DEPTH OF 13 THE THICKNESS OF THE SLAB.

4. EXPANSION JOINTS SHALL BE USED TO ISOLATE THE SLAB FROM OTHER STRUCTURES SUCH AS WALLS, FOOTINGS, COLUMNS, CURBS, ASPHALT, ETC.

5. EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 15 FEET.

6. ALL CONCRETE ROADWAYS AND PARKING AREAS SHALL HAVE TRANSVERSE TINING FINISH. ALL OTHER VEHICULAR CONCRETE AREAS OTHER

THAN ROADWAYS AND PARKING AREAS SHALL HAVE A BROOM FINISH. COORDINATION WITH COR ON SURFACE FINISHES OTHER THAN STATED, IS REQUIRED.

7. FIBERMESH SHALL BE SIKA FIBERMESH 300-e3 OR APPROVED EQUIVALENT. THE MATERIAL LISTED SHALL BE CONSIDERED THE BASIS OF DESIGN AND CAN BE SUBSTITUTED FOR AN EQUIVALENT EQUAL UPON APPROVAL OF THE ENGINEER AND COR.

GEOTEXTILE SEPARATION FABRIC

(MIRAFI HP270 OR APPROVED EQUAL)

3" [76mm]

STOP REINF.

AT JOINT

JOINT

SEALING

MATERIAL

VALLEY GUTTER DETAIL2 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF SHERIDAN

8" CLASS "B" CONCRETE 4" CRUSHED

AGGREGATE

BASE COURSE

EDGE FLUSH

SEE

NOTE 3

SEE

NOTE 3

SLOPE=1" PER FT. MAX.;

1/2" PER FT. MIN.

NOTES:

1. PREFORMED EXPANSION JOINT FILLER, CONFORMING TO THE CROSS SECTION OF THE CURB AND GUTTER, SHALL BE INSTALLED AT ALL JOINTS BETWEEN EXISTING CONCRETE, INLETS, MANHOLES AND OPPOSITE TO EXISTING EXPANSION JOINTS, AND AT NOT MORE

THAN 150 FOOT INTERVALS.

2. WHEN INSTALLED ADJACENT TO CONCRETE PAVEMENT, PROVIDE 1" DIA. X 14" SMOOTH DOWEL BAR IN EXPANSION JOINT LOCATIONS;

SMOOTH DOWEL BARS ACROSS EXPANSION JOINTS SHALL BE PROVIDED WITH EXPANSION CAPS AND COATED WITH GREASE.

3. USE 3' (6' TOTAL WIDTH) FOR DOUBLE VALLEY GUTTER AND USE 1.5' (3' TOTAL WIDTH) FOR SINGLE VALLEY GUTTER.

4. REFER TO CITY OF SHERIDAN SPECIFICATIONS.

CONCRETE PAVEMENT

(SEE NOTE 2) OR ASPHALT

CONCRETE PAVEMENT

(SEE NOTE 2) OR ASPHALT

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Construction Details

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS282

AutoCAD SHX Text

CONCRETE PAVEMENT REPAIR & REPLACEMENT DETAIL3 NTS

SOURCE: WYDOT STANDARD PLAN 415-1D (SEE LATEST VERSION)

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

17277

Date

P r o f e s s i o nal n g i n e e r

O M

I N

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

CONCRETE PAVEMENT DETAIL2 NTS

SOURCE: WYDOT STANDARD PLAN 414-1B (SEE LATEST VERSION)

NOTES:

1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT OF RED OXIDE

(PAINT NO.1). ONE FINISH COAT OF DULL BLACK ENAMEL PER VA SPECIFICATIONS

AND STRIPES CONSISTING OF 4" [102mm] BANDS OF YELLOW REFLECTORIZED

TAPE SHALL BE USED UNLESS OTHERWISE SPECIFIED BY THE COR.

2. FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED ABOVE, SHALL BE

SUBMITTED TO THE COR FOR APPROVAL.

5"Øx7'-0" [127Øx2134mm]

STANDARD PIPE

POST BARRICADE

CONCRETE FILLED

UTILITY

CONCRETE PER

SPECIFICATIONS

(MIN. 2,500 PSI)

5' O.C.[1.5m]

3"Øx5'-0" [76Øx1524mm]

STANDARD PIPE

POST BARRICADE

CONCRETE FILLED.

[10 2m m]

[10

2m m]4"

[13 mm

4'- 6"

2'- 6"

[76 2m m] [76 mm

[10 2m m]

[10

2m m]4"

[10 mm

3'- 6"

1'- 6"

[76 2m m] [76 mm

TYPE "A" TYPE "B"

[305mm] 12"

[229mm] 9"

1 CONCRETE POST BARRICADES

NTS

NOTE:

DETAIL INTENDED TO PROVIDE ILLUSTRATION OF LOCATION OF VARIOUS JOINT

TYPES. JOINTS SHALL BE CONSTRUCTED PER WYDOT SPECIFICATIONS

NOTE:

DETAIL INTENDED TO PROVIDE ILLUSTRATION OF LOCATION OF VARIOUS JOINT

TYPES. JOINTS SHALL BE CONSTRUCTED PER WYDOT SPECIFICATIONS

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Construction Details

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS283

AutoCAD SHX Text

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

17277

Date

P r o f e s s i g i n e e r

O M

I N

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

NOT TO SCALE

SOURCE: WYDOT STANDARD PLAN 609-1B - SHEET 1 OF 3

(SEE LATEST VERSION)

NOT TO SCALE

SOURCE: WYDOT STANDARD PLAN 609-1B - SHEET 3 OF 3

(SEE LATEST VERSION)

NOT TO SCALE

SOURCE: WYDOT STANDARD PLAN 415-1D - SHEET 1 OF 1 (SEE LATEST VERSION)

3" [75] RADIUS

4" [100] RADIUS3" [75]

4" [100]

1V:24H

SEE

NOTE 1

11" [280]

19" [485]

6" [150]

3" [75]

4" [100]

TYPICALLY MATCH

SLOPE OF ADJACENT ROADWAY

11" [280]

19" [485]

6" [150]

TYPE C TYPE C

SPILLOUT

PREFORMED

EXPANSION JOINT

MATERIAL & SEALANT

CURB & GUTTER

TYPE AS

SPECIFIED

CONSTRUCT ENTIRE

CURB DRAIN BOX OUT

MONOLITHICALLY.

ADDITIONAL

CONCRETE FOR

TAPERS IS INCIDENTAL.

VARIABLE

WIDTH

(SEE PLANS)

SIDEWALK OR

MEDIAN PAVING

FOR THICKNESS

SEE PLANS

JOINT TYPE

Y OR B

CURB &

GUTTER

TYPE AS

SPECIFIED

PREFORMED EXPANSION

JOINT MATERIAL & SEALANT

VARIABLE

WIDTH

(SEE PLANS)

SIDEWALK OR

MEDIAN

PAVING FOR

THICKNESS

SEE PLANS

BOND BREAKER

(e.g. MASKING TAPE)

1/4" (6) SILICONE JOINT SEALANT

1/2" (13) PREFORMED EXPANSION

JOINT MATERIAL (FULL DEPTH - STARTING

ABOUT 1/2" (13) BELOW SURFACE TO

ALLOW ROOM FOR SILICONE SEALANT)

GUTTER

THICKNESS

CURB

1/8" (3)

TOOLED

RECESS

CONTINUE SAWCUT AND SEALANT UP

CURB FACE TO TOP BACK OF CURB

1/2" (13) MIN. NON-SAG SILICONE JOINT SEALANT

1/8" (3) INITIAL SAW CUT

JOINT FRACTURE

T/3

MIN.

EXISTING CONCRETE NEW CONCRETE

SAW AND SEAL AS SHOWN FOR

TRANSVERSE CONTRACTION JOINT DETAIL

2'-0" [610]

DRILL 7/8" (22) DIA. HOLE AND SET #4X24"

[#13X610] COATED REBAR IN EPOXY RESIN

GROUT OR PLACE MONOLITHICALLY

WHEN EXISTING CONCRETE WAS POURED

6" [150]

T/2

SECTION A - A

CURB & GUTTER DETAILS

CURB & GUTTER BETWEEN SIDEWALK OR MEDIAN

PAVING AND ASPHALT PAVEMENT

CURB & GUTTER BETWEEN SIDEWALK OR MEDIAN

PAVING AND CONCRETE PAVEMENT

PREFORMED EXPANSION JOINT MATERIAL &

SEALANT DETAIL

NOTES:

1. ENSURE ALL PAVEMENT SURFACES ARE SMOOTHLY TAPERED AND FLUSH AT CURB RAMPS TO FACILITATE WHEELCHAIR MOVEMENTS.

2. JOINTS TYPE B AND Y ARE DETAILED IN THE STANDARD PLAN FOR "CONCRETE PAVEMENT".

3. T = THICKNESS OF GUTTER PAN OR DOUBLE GUTTER. UNLESS SPECIFIED OTHERWISE:

T = 6" [150] WHERE ADJACENT TO PLANT MIX PAVEMENT,

T = CONCRETE PAVEMENT THICKNESS WHERE ADJACENT TO CONCRETE.

4. USE SPILLOUT CURB AND GUTTER ONLY WHEN SPECIFIED IN THE PLANS OR AS DIRECTED BY THE ENGINEER. SPILLOUT CURBS ARE INTENDED TO CONVEY DRAINAGE AWAY FROM THE CURB SUCH AS ON THE HIGH SIDE OF SOME SUPERELEVATED HIGHWAYS, THE INSIDE OF ROUNDABOUTS, ETC.

NOT TO SCALE

SOURCE: WYDOT STANDARD PLAN 609-1B - SHEET 2 OF 3

(SEE LATEST VERSION)

CURB & GUTTER JOINT DETAILS3

NOT TO SCALE

SOURCE: WYDOT STANDARD PLAN 609-1B - SHEET 2 OF 3 (SEE LATEST VERSION)

TYPICAL TRANSVERSE CONTRACTION JOINT DETAIL6

NOT TO SCALE

SOURCE: WYDOT STANDARD PLAN 609-1B - SHEET 2 OF 3 (SEE LATEST

VERSION)

TYPICAL TRANSVERSE CONSTRUCTION JOINT5

NOTE:

SAW-CUT AS SOON AS POSSIBLE AFTER SLAB FINISHING, WITHOUT SPALLING

OR DISLODGING AGGREGATE

1/8" WIDE SAW-CUT

JOINT; DEPTH=D/4

SLAB REINFORCEMENT - SEE

PLAN FOR SIZE AND SPACING

NOT TO SCALE

SOURCE: CITY OF SHERIDAN

TYPICAL SAW CUT JOINT4

3" [75] RADIUS

4" [100]

RADIUS SEE NOTE 1

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Construction Details

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS284

AutoCAD SHX Text

1. SEE 03040-2.01D FOR CONCRETE PAVEMENT JOINT DETAILS.

2. THIS DETAIL PERTAINS TO A STANDARD 39-FOOT WIDE STREET (34 FEET OF CONCRETE SURFACING).

DETAIL INTENDED TO PROVIDE ILLUSTRATION OF LOCATION OF VARIOUS JOINT TYPES. JOINTS SHALL

BE CONSTRUCTED PER WYDOT SPECIFICATIONS. SEE PLANS FOR OTHER WIDTHS.

3. JOINT A-1 ONLY APPLIES IF THERE IS A TRANSITION TO ASPHALT.

4. JOINT SEALANT IS INCIDENTAL TO CONCRETE PAVING.

NOTES:

MATCH CURB JOINTS TO

PAVEMENT JOINTS (TYP.)

6' 11' 6'11'

10.75'

10'

34'

EXPANSION JOINT

TYPE F AT CURB

(TYP.)

CONSTRUCTION JOINT

TYPE C

EXPANSION JOINT

TYPE D (TYP.)

* CONTRACTOR SHALL PROVIDE JOINTING PLAN FOR APPROVAL PRIOR TO PAVING.

** MATCH EXISTING JOINTS FOR FORT ROAD.

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

17277

Date

P r o f e s s i g i n e e r

O M

I N

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

TYPICAL JOINTS FOR CONCRETE PAVEMENT DETAIL*2 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF SHERIDAN NOT TO SCALE

SOURCE: WYDOT STANDARD PLAN 414-2 - SHEET 1 OF 3 (SEE LATEST

VERSION)

NOT TO SCALE

SOURCE: WYDOT STANDARD PLAN 414-2 - SHEET 3 OF 3 (SEE LATEST VERSION)

NOT TO SCALE

SOURCE: WYDOT STANDARD PLAN 414-2 - SHEET 2 OF 3 (SEE LATEST VERSION)

4 5

NOTE:

SELF-LEVELING SILICONE SEALANT SHALL BE UTILIZED ON ALL FORT

ROAD JOINT REPAIRS UNLESS OTHERWISE STATED, OR GIVEN THE

DIRECTION OF THE COR. INSTALL PER MANUFACTURER

SPECIFICATIONS.

NOTES:

1. FOR USE ON REPAIR OF VERTICAL WALL SOUTH OF

BUILDING 31

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Construction Details

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS285

AutoCAD SHX Text

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

17277

Date

P r o f e s s i o nal

E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

1 TRUNCATED DOME TACTILE - WARNING STRIP

NTS

3 PAVEMENT MARKINGS DETAIL

NTS

9' MIN.9' MIN.

8' MIN. 8' MIN.

[2743mm] [2743mm] [2438mm] [2438mm]

4" [102mm] PAINTED

DIAGONAL LINES

[1524mm] 5'

[1524mm]

1. SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR ACCESSIBLE SPACE

QUANTITIES AND SIGNAGE.

2. ACCESSIBLE SPACE FOR VANS MUST BE 11' [3300mm] WIDE WITH 5' [1524mm]

ACCESS AISLES AND BE DESIGNATED FOR VANS ONLY.

NOTE:

REGULAR SPACES ACCESSIBLE SPACES

' M

.-2

[54 mm

.-6

6m m

ACCESSIBILITY SYMBOL4" [102mm] PAINTED

PARKING STALL LINES

PARKING SPACE5

NTS

PARKING STALL LAYOUT

NTS4

NOTE:

FIELD LEVEL DOME

COVERAGE = 41 POINTS

PER SQUARE INCH

INTERNAL EMBEDMENT FLANGE

@ 3" [76mm] C/C (SEE PLAN FOR

ORIENTATION)

90° POINTS

0.045" [1mm]

HIGH

INTERNAL EMBEDMENT

FLANGE @ 3" [76MM] C/C (SEE

PLAN FOR ORIENTATION)

0.625"Ø HOLE THROUGH EMBEDMENT

FLANGES (3 PER FLANGE) AS SHOWN

ON REFLECTED PLAN

0.625"[16mm]Ø HOLE

THROUGH

EMBEDMENT

FLANGES (3 PER

FLANGE)

INTERNAL

EMBEDMENT

FLANGE 7 PER

TILE

0.1875"Øx0.0625" DEEP [5mmØx1mm]

DOME UNDERSIDE OF

TILE

SECTION B-B

SECTION A-A

DETAILPLAN - TILE REFLECTED PLAN - TILE

[79mm] 3.125"3"

[76mm]

0.1875" [5mm]

3.125" [79mm]

0.1875" [5mm]

0.2 0"

[5m m]

1.3

[35 mm

0.20" [5mm]

0.20" [51mm]

0.45" [11mm]

1.26" [32mm]

1.67" [42mm]

24.625" [625mm]

TILE FILLED WITH

STRUCTURAL POLYMER

CONCRETE

0.625" [16mm]Ø HOLE

EMBEDMENT FLANGES

AS SHOWN IN PLAN

0.0 6"

[2m m]

0.2 5"

[6m m]

0.3 75"

R [10 mm]

90° POINTS

0.045" [1mm]

HIGH

0.20" [5mm]

0.20" [51mm]

0.45" [11mm]

1.26" [32mm]

1.67" [42mm]

24.625" [625mm]

0.3 75"

R [10 mm]

0.1875" [5mm]

0.1 5"

[4m m]

1.3

[35 mm

0.7 0"

[18 mm

0.2 7"

[7m m]

0.9 5"

[24 mm

1.6

2.3 5"

[60 mm]

0.40" [10mm]

1.26" [32mm]

0.0

8" [2m m] 0.9

0" [23 mm

0.4 0"

[10 mm

[42 mm

1.67" [42mm]

0.0

8" [2m m]

0.0

8" [2m m] 0.0

[2m m]

0.0625" [1mm]B B

1.26" [32mm]

14 DOMES @ 1.67"

[42mm] SPACING C/C

24.625" [625mm]

1.2 6"

[32 mm

1.2

6" [32 mm

[42 mm

] S

C /C

.62

5" [62

5m m]

SEE

DETAIL

RIGHT

1.26" [79mm]

3.125" [79mm]

7 FLANGES @ 3"

[76mm] SPACING C/C

24.625" [625mm]

1.8

[5m m] 1.2

6" [32 mm

8.0 0"

[20 3m m]

.62

5" [62

5m m]

8.0 0"

[20 3m m] 0.7

5" [19 mm

0.625" [16mm]

1.238" [31mm]

DETECTABLE WARNING NOTES:

1. THE DETECTABLE WARNING STRIP MUST COVER THE ENTIRE

WIDTH OF THE RAMP OPENING, EXCLUDING THE WINGS. ALL

DOMES MUST BE ALIGNED IN THE DIRECTION OF TRAVEL.

ONE CORNER OF THE LEADING EDGE OF THE DETECTABLE

WARNING MAY BE MORE THAN 5 FEET FROM THE BACK OF

THE CURB. WHEN LOCATED ALONG A CURB RETURN, THE

LEADING EDGE OF THE DETECTABLE WARNING MAY BE

DEFINED BY THE CHORD DRAWN BETWEEN THE LEADING

EDGES OF THE RAMP OPENING.

2. SHALL BE NEENAH #4984 OR EQUIVALENT, OR AS APPROVED

BY COR.

9'-0"

4" YELLOW PAINT LINE

'-0

(TYP.)

CURB, EDGE OF

PAVEMENT, OR 4"

YELLOW PAINT LINE

CONC. WHEEL

STOP WHERE SPECIFIED

(TO BE PLACED A

MINIMUM OF 30" FROM

EDGE OF PAVEMENT OR

CURBING, UNLESS

OTHERWISE NOTED)

NOTE:

1. PROVIDE 2 COATS OF PAINT ON ALL SURFACES.

2. SEE SITE LAYOUT PLAN FOR ACTUAL SPACE

LOCATION AND DIMENSIONS.

9.5'

13 SF

16 SFOR

THROUGH LANE - USE ARROW TURN LANE - USE ARROW

NOTES:

1. ALL PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE

CURRENT EDITION OF THE MANUAL FOR UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD).

2. ALL PAVEMENT MARKS SHALL BE HOT THERMOPLASTIC MARKINGS.

CROSSWALK PAINT STRIPING

NTS2

4' C-

WHITE PAINT

NOTES:

1. PROVIDE TWO COATS OF PAINT ON ALL SURFACES.

2. SEE SITE LAYOUT PLAN FOR ACTUAL SPACE LOCATION AND

DIMENSIONS.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Construction Details

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS286

AutoCAD SHX Text

1.5'

FLOW

CHANNEL

1 : 12 : 13 : 1

1.5'

FT.

4 : 1

SEE NOTE 5

SEE NOTE 2

SEE NOTE 4

SEE NOTE 3

SEE NOTE 1

DETAIL 1: EROSION CONTROL BLANKET

NOTES:

WATER FLOW

1 1/2 SPIKES

PER SQ. YD.

2 SPIKES

PER SQ. YD.

3 1/2 SPIKES

PER SQ. YD.

DETAIL 2: EROSION CONTROL

BLANKET SPIKE PATTERN GUIDE

(MINIMUM)

1. PREPARE SOIL BEFORE

INSTALLING BLANKET, INCLUDING

APPLICATION OF FERTILIZER AND

SEED.

2. BEGIN AT THE TOP OF THE SLOPE

BY ANCHORING THE BLANKET IN A

12" DEEP x 6" WIDE TRENCH.

BACKFILL AND COMPACT THE

TRENCH AFTER SPIKING.

3. ROLL THE BLANKET DOWN THE

SLOPE IN THE DIRECTION OF THE

WATER FLOW.

4. THE EDGES OF PARALLEL

BLANKET MUST BE SPIKED WITH

APPROXIMATELY 3" OVERLAP.

5. WHEN BLANKET MUST BE SPLICED

DOWN THE SLOPE, PLACE

BLANKET END-OVER-END

(SHINGLE STYLE) WITH

APPROXIMATELY 6" OVERLAP.

SPIKE THROUGH OVERLAPPED

AREA, APPROXIMATELY 12"

APART.

6. USE WOODEN (BIODEGRADABLE)

SPIKES.

7. FOR SPIKE PATTERN GUIDE FOR

SLOPE INSTALLATIONS, SEE

DETAIL 2. SPIKE PATTERNS ARE A

MINIMUM.

EXCAVATED

MATERIAL

VERTICAL TRENCH WALLS WITH

SHORING TO CONFORM TO O.S.H.A.

REGULATIONS

24"

MIN.MIN.

12"

IMPORTED PIPE FOUNDATION

MATERIAL WHERE SOFT OR

UNSTABLE FOUNDATION HAS

BEEN REMOVED

REMOVED

BACKFILL ABOVE

BEDDING (PLACED IN

MAXIMUM 12" UNCOMPACTED

LIFTS)

BACKSLOPE AS SPECIFIED

TO CONFORM TO O.S.H.A.

REGULATIONS

MIN. TRENCH WIDTH

= 3.5 FT.

TRENCH WIDTH

SUBGRADE OR

GROUND

SURFACE

CURB & GUTTER OR

EXISTING STREET SURFACE

RESTORATION AS

SHOWN ON PLAN

NOTES:

IMPORTED BEDDING MATERIAL

TYPE B PLACED IN 6" LAYERS

AND COMPACTED

IMPORTED BEDDING MATERIAL

TYPE A OR B PLACED IN 6"

LAYERS AND COMPACTED

UNDISTURBED SUBGRADE

(TYP.)

6" MIN.

WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT

ALONG A NEAT, VERTICAL LINE A MIN. OF 12" FROM THE EDGE OF THE TRENCH OPENING.

WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB & GUTTER

SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE

OF PAVEMENT OR CURB & GUTTER SECTION.

SEE O.S.H.A. SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, SECTION

1926.652. TRENCH WALLS SHALL BE IN COMPLIANCE WITH THE CURRENT O.S.H.A.

REQUIREMENTS.

NATIVE BEDDING MATERIAL MAY BE USED FOR RCP STORM DRAINS, IF

ALLOWED BY THE SPECIAL PROVISIONS. TYPE A BEDDING MAY POSSIBLY BE

USED (SEE 02221 2.01B & 3.05B).

LIMITS OF TRENCH

PLUG EXCAVATION

UNDISTURBED SOIL

LIMITS OF TRENCH

EXCAVATION FOR PIPE

INSTALLATION

12"±18" 18"

12"±

6"±

PIPE O.D.

LIMITS OF PIPE

TRENCH

NOTES:

TRENCH PLUG

MATERIAL

TRENCH PLUG SHALL BE 4 FEET LONG (MIN.) AND INSTALLED AT 200 FOOT

INTERVALS, UNLESS REQUESTED OTHERWISE BY THE ENGINEER.

TRENCH PLUG MATERIAL IS TO COMPLY WITH SPECIFICATION 02221 2.01E.

TRENCH PLUG MATERIAL IS TO BE PLACED AT A MIN. OF 95% MAX. DRY DENSITY

(ASTM D698) AT 1% - 3% ABOVE OPTIMUM MOISTURE.

PLUG SHALL BE CENTERED

ON ONE FULL SECTION OF PIPE

1. A SILT FENCE IS A VERTICAL BARRIER OF GEOTEXTILE FABRIC DESIGNED TO REMOVE PARTICLES FROM THE WATER PASSING THROUGH IT.

2. SILT FENCES ARE PLACED AROUND INLETS, ACROSS MINOR SWALES, AND AT THE TOE OF SLOPES ADJACENT TO STREAMS AND DEVELOPED

PROPERTY. SILT FENCE USAGE SHOULD BE LIMITED TO HANDLE AN AREA EQUIVALENT TO 1000 SQ. FT. PER 10 FT. OF FENCE. CAUTION SHOULD BE USED WHERE THE SITE SLOPE IS STEEPER THAN 1:1 AND WATER FLOW RATES EXCEED 1 CU. FT. PER SECOND PER 10 FT. OF FENCE.

3. THE SILT FENCE SHALL BE BUILT AND GRADING CONTROLLED SO THAT WATER IS FILTERED UNIFORMLY ALONG THE FENCE. THE ENDS OF THE FENCE SHALL BE TAPERED UPHILL. POSTS SHALL BE DRIVEN TO A MIN. DEPTH OF 18 INCHES AT A MAX. SPACING OF 8 FEET. WHERE AN 18-INCH DEPTH IS IMPOSSIBLE TO ACHIEVE, THE POSTS SHOULD BE ADEQUATELY SECURED TO PREVENT OVERTURNING OF THE FENCE. THE FENCE SHALL BE ATTACHED TO THE POSTS BY WIRE, CORD, STAPLES, POCKETS OR OTHER ACCEPTABLE MEANS. A MIN. OF 6 INCHES OF GEOTEXTILE FABRIC AT THE BOTTOM OF THE FENCE SHALL BE DRAPED INTO A TRENCH, BACKFILLED WITH SOIL AND COMPACTED. FENCE CONSTRUCTION SHALL BE

ADEQUATE TO HANDLE THE STRESS OF THE SEDIMENT LOADING.

4. THE CONTRACTOR SHALL MAINTAIN THE SILT FENCE UNTIL THE FENCE IS REMOVED OR UNTIL THE PROJECT IS ACCEPTED. THE FABRIC SHOULD BE CHECKED FOR RIPS, TEARS, AND OTHER TYPES OF DETERIORATION AND REPLACED AS NEEDED. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE HALF THE HEIGHT OF THE SILT FENCE. WHEN PERMANENT SOIL EROSION CONTROL IS ACHIEVED, THE

FENCE SHALL BE REMOVED AND THE ACCUMULATED SEDIMENT SPREAD AND SEEDED.

FLOW

8' MAX.

N.18

6" x 6" TRENCH WITH

FABRIC BURIED INTO IT

SILT

FENCE

SILT FENCE

CONSTRUCTION

NOTES:

DITCH CHECKFLOW

CUT-FILL

TRANSITION

RUNOFF

CUT SLOPE

SILT FENCE

DITCH CHECK

TOE OF FILL

ADJACENT

TO STREAM

PROTECTION OF

LIVE STREAM

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

17277

Date

P r o f e s s i g i n e e r

O M

I N

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

TYPICAL STORM DRAIN TRENCH DETAIL7 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF

SHERIDAN

EROSION CONTROL SILT FENCE DETAIL1 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF SHERIDAN

TRENCH PLUG DETAIL6 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS -

CITY OF SHERIDAN

EROSION CONTROL BLANKET DETAILS2 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF

SHERIDAN

2 FT.

4 FT.

3 F T.

WIDTH LENGTH

INLET GRATE

1 IN. REBAR FOR

BAG REMOVAL FROM

INLET

SANDBAG, FILTER LOG,

COMPOST SOCK, OR FILTER TUBE

EXPANSION RESTRAINT

4 IN. NYLON ROPE)

2 IN X 2 IN. X 3/4 IN.

RUBBER BLOCK

TOP OF CURB

FLOW

STORM

INLET BERM

2:1 MAX (TYP.)

1 FT.

MIN.

INSTALLATION DETAIL

PLAN VIEW

SECTION VIEW

ISOMETRIC VIEW

NOTES:

1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.

2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP.

BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.

3. ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM

SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE

MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL COAT.

4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS

SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE.

5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED

SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES.

6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

CURB

EXTEND BERM OVER

CURB IF RUNOFF IS

BYPASSING INLET ON

LANDWARD SIDE

FILTER BAG INLET PROTECTION3 NTS

CONCRETE WASHOUT DETAIL4 NTS

SOURCE: WYDOT BMP FIELD GUIDE

FILTER BAG

WELL VEGETATED, GRASSY AREA

FILTER BAG

INTAKE HOSE

PUMP

DISCHARGE HOSE

CLAMPS

DISCHARGE HOSE

PUMP INTAKE HOSE

HEAVY DUTY LIFTING STRAPS

(RECOMMENDED)

PLAN VIEW

ELEVATION VIEW

NOTES:

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN

GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

1. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS

ALREADY ATTACHED.

2. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

3. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY

AREA IS NOT AVAILABLE.

4. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY

CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.

5. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS.

PUMP INTAKES SHALL BE FLOATING AND SCREENED.

6. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL

THE PROBLEM IS CORRECTED.

PROPERTY TEST METHOD MINIMUM STANDARD

AVG. WIDE WIDTH STRENGTH ASTM D-4884 60 LB/IN

GRAB TENSILE ASTM D-4632 205 LB

PUNCTURE ASTM D-4833 110 LB

MULLEN BURST ASTM D-3786 350 PSI

UV RESISTANCE ASTM D-4355 70%

AOS % RETAINED ASTM D-4751 80 SIEVE

PUMPED WATER FILTER BAG5 NTS 9

NTS

RIPRAP APRON AT PIPE OUTLET

WITH ENDWALL

EXCELSIOR LOG INLET TRAP8 NTS

SOURCE: 2004 WYOMING DEPARTMENT

OF TRANSPORTATION

25' MIN.

VEHICLE

TRACKING

CONTROL

PAD

BERM

CONCRETE WASHOUT SIGN

MIN.

3:13:1

3:1

8 X 8

MIN.

≥3≥3

3' MI

8 X 8 MIN. VEHICLE

TRACKING

CONTROL

PAD

2% SLOPE

UNDISTURBED OR

COMPACTED SOIL

≥4

COMPACTED BERM AROUND

THE PERIMETER

" T

CONCRETE WASHOUT AREA PLAN

NOTES:

1. ALL APRONS SHALL BE CONSTRUCTED TO THE DIMENSIONS SHOWN.

2. ALL APRONS SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EACH RUNOFF

EVENT. DISPLACED RIPRAP WITHIN THE APRON SHALL BE REPLACED IMMEDIATELY.

3. RIPRAP SHALL REMAIN & BE MAINTAINED AFTER CONSTRUCTION AS A PERMANENT

FEATURE.

OUTLET

NO.

PIPE DIA (D)

(IN)

RIPRAP APRON

SIZE

(IN)

THICK.

(IN)

LENGTH (L)

(FT)

22A 12 6 9 13

29 12 6 9 12

35 12 6 9 11

THICKNESS

GEOTEXTILE,

EROSION CONTROL

FLOW

SECTION A-A

PLAN VIEW

D D

FLOW

2 FT

(MIN)

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Construction Details

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS287

AutoCAD SHX Text

LATERAL PIPE

SECTION

30"

ADJUSTABLE

CURB BOX,

3" RADIUS

5 3/4" 23 7/8"

PLAN

30"

FOR

SLOPE,

SEE PLAN

MIN.

6" OF 3/4" WASHED

GRAVEL, FIRMLY SET

UNDISTURBED MATERIAL OR

NATURAL BACKFILL COMPACTED

TO 95% OF OPTIMUM DENSITY, AS

DETERMINED BY ASTM D698

BASE SHALL BE MONO-

LITHIC WITH BOX

CONCRETE ADJUSTING RINGS

AS NECESSARY (8" MAX.)

WATER-TIGHT SEAL

NEENAH No. 3246-AL, OR

APPROVED EQUAL, WITH

FISH LOGO CAST INTO

CURB BOX

SEE PLAN FOR

INVERT ELEVATION;

GROUT SMOOTH

AND WATER-TIGHT

WELD-ON BOLT HEAD

MIN.

24"

48"

, A

4'- 0"

PRECAST REINFORCED

CONCRETE

MANHOLE RISER AND ECCENTRIC

CONE TOP, MANUFACTURED TO

ASTM C478 DESIGNATION

ALL JOINTS BETWEEN

MANHOLE SECTIONS SHALL

BE RUBBER-NEK OR EQUAL

GROUTED JOINT,

WATER-TIGHT SEAL

CAST IRON MANHOLE RING

AND COVER CONFORMING TO

ASTM A48, CLASS 35 AND

MUNICIPAL CASTINGS 301-7,

WITH THE WORD "STORM"

CAST ON THE COVER

4" GRANULAR MATERIAL

MANHOLE BASE OF 6"

MINIMUM THICKNESS TO BE

MONOLITHIC WITH BOTTOM

WALL SECTION

STORM DRAIN PIPE

STEPS

MIN.

ADJUSTING RINGS (8" MAX.): ARPRO

EXPANDED POLYPROPYLENE BLACK

5000 SERIES OR APPROVED EQUAL.

SET AND BOND IN PLACE

ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS

NOTE: PROVIDE AND INSTALL

NOT MORE THAN 8" OF

ADJUSTING RINGS FOR EACH

MANHOLE. ADJUST RINGS AND

COVER TO GRADE ACCORDING

TO MANUFACTURER'S

INSTRUCTIONS.

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

17277

Date

P r o f e s s i g i n e e r

O M

I N

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

MANHOLE ADJUSTMENT DETAIL2 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY

OF SHERIDAN

TYPE A STORM DRAIN INLET / CATCH BASIN DETAIL5 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF SHERIDAN

TYPE D & TYPE E STORM DRAIN INLET / CATCH BASIN DETAIL

6 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF SHERIDAN

WATER VALVE BOX ADJUSTMENT DETAIL1 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF

SHERIDAN

STANDARD STRAIGHT STORM DRAIN MANHOLE DETAIL8 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF SHERIDAN

ECCENTRIC-CONED STORM DRAIN MANHOLE DETAIL7 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF SHERIDAN

MANHOLE / VALVE BOX CONCRETE COLLAR DETAIL3 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY

OF SHERIDAN

4 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF

SHERIDAN

TYPICAL MANHOLE CHANNEL DETAIL

NOTES:

1. SLOPE ALL SHELVES TO CHANNEL AT 1" PER FOOT, MINIMUM, AND 2" PER FOOT,

MAXIMUM.

2. SEE PLAN-PROFILE SHEETS FOR SLOPE OF CHANNEL AND DIRECTION OF FLOW.

3. ENTIRE CHANNEL SHALL BE PVC.

4. WHEN CASTING PVC CHANNEL INTO A CAST-IN-PLACE BASE, PIPE SHALL BE CUT

OFF AT SPRINGLINE AFTER PAVING ABOVE MANHOLE IS COMPLETE.

CHANNEL

SHELF

CHANNEL

SHELF

SHELFSHELF

CHANNEL

SHELFSHELF

SHELF

REINFORCED CONCRETE COLLAR

(WHERE REQUIRED--SEE NOTE 2)

TOP OF EXISTING

PAVEMENT,

OR EXISTING

GROUND/GRAVEL

1/8" MIN. TO

1/4" MAX.

(TYP.)

COMPACTED

CRUSHED

AGGREGATE BASE

COURSE &

SUBGRADE

#4 REBAR (TYP.)

(SEE CITY OF SHERIDAN

SPECIFICATION 02722-3.02

FOR PLACEMENT)

12" MIN.

(TYP.)

1. ADJUST WATER VALVE BOXES UPWARD OR DOWNWARD AS

REQUIRED.

2. REFER TO THE CITY OF SHERIDAN SPECIFICATIONS, SEE

STANDARD SPECIFICATION SECTION 02570 FOR GUIDELINES ON

CONCRETE COLLAR REQUIREMENTS.

3. NO ADDITIONAL PAYMENT SHALL BE MADE FOR ADJUSTMENT OF

NEW VALVE BOXES TO FINAL GRADE.

NOTES:

24"

STREET

SURFACING OR

EXISTING GROUND/

GRAVEL

ADJUSTING RINGS

(8" MAX.), AS

NECESSARY. USE

ARPRO EXPANDED

POLYPROPYLENE

BLACK 5000 SERIES

OR APPROVED

EQUAL.

BOND AND SET

ADJUSTING RINGS IN

PLACE ACCORDING TO

MANUFACTURER'S

RECOMMENDATIONS

REINFORCED CONCRETE COLLAR

(WHERE REQUIRED--SEE NOTE 3)

#4 REBAR (TYP.)

(SEE CITY OF SHERIDAN

SPECIFICATION 02722-3.02

FOR PLACEMENT) 1/8" MIN. TO

1/4" MAX.

NOTES:

1. ADJUST MANHOLES UPWARD WITH ADJUSTING RINGS UNDER FRAMES. CONCRETE

ADJUSTING RINGS SHALL NOT BE USED.

2. ADJUST MANHOLES DOWNWARD BY REMOVING CONE AND BARREL SECTIONS, AS

NECESSARY, AND REPLACING WITH SECTIONS OF HEIGHT REQUIRED TO MATCH GRADE.

3. REFER TO THE CITY OF SHERIDAN SPECIFICATIONS, SEE STANDARD SPECIFICATION

SECTIONS 02570 AND 02722 FOR GUIDANCE ON CONCRETE COLLAR REQUIREMENTS.

4. NO ADDITIONAL PAYMENT SHALL BE MADE FOR ADJUSTMENT OF NEW MANHOLES TO FINAL

GRADE.

5. SLOPE MANHOLE FRAMES AS REQUIRED TO MATCH SLOPE OF STREET.

6. DO NOT GROUT SMOOTH INTERNALLY.

TRAFFIC FLOW

A - A'

9" COMPACTED CRUSHED

AGGREGATE BASE COURSE

1/8" MIN. TO 1/4" MAX.

CONCRETE OR PLANT

MIX PAVEMENT

ADJUSTING RINGS FOR

MANHOLE FRAME AND COVER;

8" MAXIMUM, INCLUDING ANY

EXISTING RINGS

CLASS "B" CONCRETE

NOTES:

1. REFER TO THE CITY OF SHERIDAN SPECIFICATIONS, SEE SPECIFICATION SECTIONS 02570 AND 02722 FOR

GUIDANCE ON WHERE CONCRETE COLLARS ARE REQUIRED

2. LOCATE CONCRETE COLLAR AS SHOWN IN RELATION TO TRAFFIC FLOW (IF POSSIBLE).

3. CONCRETE COLLAR FOR MANHOLES SHALL BE 4' X 4'.

4. CONCRETE COLLAR FOR VALVE BOXES SHALL BE SIZED TO ALLOW A MINIMUM 1' FROM THE EDGE OF VALVE

BOX TO THE EDGE OF COLLAR. E.G. A COLLAR FOR A 6" DIAMETER VALVE BOX SHALL BE 2.5' X 2.5'.

5. IF PLACED IN CONCRETE PAVEMENT (AS A CORRECTIVE MEASURE), COLLARS SHALL BE TIED TO THE PAVEMENT USING 1' LENGTH #4 REBAR SPACED AT 1' CENTERS; REBAR SHALL BE CENTERED WITHIN THE ADJACENT PAVEMENT SLAB AND EMBEDDED TO A DEPTH OF 6"; ANCHOR REBAR WITHIN ADJACENT

PAVEMENT USING EPOXY ADHESIVE, AS APPROVED BY THE ENGINEER.

3'-6 " (M

ANHOLE

1'-5 " (V

ALV

E BOX)

2'-9" (MANHOLE)

1'-3" (VALVE BOX)

#4 REBAR (TYP.)

CUT TO THE LENGTHS SPECIFIED

FOR MANHOLE OR VALVE BOX

APPURTENANCE; TIE REBAR

AT CONNECTION LOCATIONS

PROVIDE MINIMUM 3" CLEARANCE

BETWEEN REINFORCING STEEL

AND EDGE OF CONCRETE COLLAR

6" 6"

SEE NOTE 5

#4 REBAR

D, U

24" MIN.

AS REQUIRED

CAST IRON MANHOLE RING AND

COVER CONFORMING TO ASTM

A48, CLASS 35 AND MUNICIPAL

CASTINGS 301-7, WITH THE

WORD "STORM" CAST ON THE

COVER PRECAST,

REINFORCED

COVER

ALL JOINTS

BETWEEN

MANHOLE

SECTIONS

SHALL BE

RUBBER-NEK

OR EQUAL

CUTOUTS AS

REQUIRED - BY

MANHOLE

FABRICATOR

PRECAST BASE SLAB

(MONOLITHIC WITH

BOTTOM SECTION, IF

POSSIBLE)

ADJUSTING RINGS (8" MAX.): ARPRO

EXPANDED POLYPROPYLENE BLACK

5000 SERIES OR APPROVED EQUAL. SET

AND BOND IN PLACE ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS.

NOTES:

1. PROVIDE AND INSTALL NOT MORE THAN 8" OF ADJUSTING RINGS FOR EACH MANHOLE. ADJUST

RINGS AND COVER TO GRADE ACCORDING TO MANUFACTURER'S INSTRUCTIONS.

2. CONCRETE THICKNESSES AND REINFORCING PER ASTM C478 FOR AASHTO HS-20 LOADING.

3. GROUT SPACE BETWEEN PIPE AND MANHOLE WATER-TIGHT. GROUT FROM BOTH INSIDE AND

OUTSIDE.

RCP LATERAL PIPE

SECTION: TYPES D&E

PLAN: TYPE D

24"

FOR

SLOPE,

SEE PLAN

MIN.

6" OF 3/4" WASHED

GRAVEL, FIRMLY SET

UNDISTURBED MATERIAL OR

NATURAL BACKFILL COMPACTED

TO 95% OF OPTIMUM DENSITY, AS

DETERMINED BY ASTM D698

BASE SHALL BE MONO-

LITHIC WITH BOX

CONCRETE ADJUSTING RINGS

AS NECESSARY (8" MAX.)

WATER-TIGHT SEAL

SEE PLAN FOR

INVERT ELEVATION;

GROUT SMOOTH

AND WATER-TIGHT

MIN.

PLAN: TYPE E

24"

OPENING

FRAME AND GRATE SHALL BE A

D&L I-3386 WITH "A" GRATE OR

APPROVED EQUAL

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

AutoCAD SHX Text Construction Details

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

CS288

AutoCAD SHX Text

O N

I N

I R

O N

I N

U N

D R

O N

I N

U N

D R

17277

Date

P r o f e s s i o nal E n g i n e e r

O M

H R

E R

R Y

O N

I N

U N

D R

T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

CURB END TRANSITION DETAIL5 NTS

CURB & GUTTER TAPER DETAIL4 NTS

8 NTS

SOURCE: 2016 STANDARD

SPECIFICATIONS - CITY OF SHERIDAN

CURB & GUTTER REMOVAL AND REPLACEMENT DETAIL3 NTS

SOURCE: 2016 STANDARD

SPECIFICATIONS - CITY OF SHERIDAN

PEDESTRIAN ADA RAMP DETAIL

TREE PLANTING DETAIL2 NTS

RESTORATION - OPEN AREAS DETAIL6 NTS

SOURCE: 2016 STANDARD

SPECIFICATIONS - CITY OF SHERIDAN

RESTORATION - GRAVEL SURFACES DETAIL7 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY

OF SHERIDAN

1 NTS

SOURCE: 2016 STANDARD SPECIFICATIONS - CITY OF

SHERIDAN

CURB & GUTTER BOX-OUT FOR TYPE A STORM

DRAIN INLET / CATCH BASIN DETAIL

NEENAH No. 3246-AL, OR

APPROVED EQUAL;

SEE 02720-2.01a

EXTEND CONCRETE

AROUND CATCH BASIN

BACK OF

CURB

18"

EDGE OF GUTTER

30"

MATCH TOP FACE OF CURB TO TOP FACE OF

BRIDGE STRUCTURE OR DIFFERENT CURB STYLE.

4" FOR TYPE C CURB (WYDOT)

TRANSITION STANDARD CURB &

GUTTER TO MATCH END OF EXISTING

CONCRETE BRIDGE STRUCTURE

OR DIFFERENT CURB STYLE

TRANSITION10'

8" 6"

* 3'-0" * 3'-0"

REPLACE CURB & GUTTER

STORM DRAIN INLET

OR DAMAGED CURB

SAW-CUT

LAWN

* SAW-CUT AT NEAREST CONSTRUCTION

JOINT IF DISTANCE TO THE CONSTRUCTION

JOINT IS LESS THAN 5'-0"

#4 REBAR; 12" LONG, CENTERED AT JOINT (TYP.);

ANCHOR REBAR INTO EXISTING CONCRETE USING EPOXY

ADHESIVE, AS APPROVED BY THE ENGINEER

EXISTING CURB

1 1 /2"

VARIABLE (SEE NOTE)

NOTE:

10' - TAPER TO EDGE OF PAVEMENT

5' - TAPER TO DEPRESSED CURB

MINIMUM 4" OF TOPSOIL

SEEDED

AREA

PIPE

FOR REQUIREMENTS OF SEED MIXTURE

AND APPLICATION SEE SPECIFICATION 02480.

PIPE BEDDING

PIPE

BACKFILL ABOVE BEDDING

MATERIAL SHALL BE

COMPACTED TO 90%

OF OPTIMUM DENSITY

AS DETERMINED BY

ASTM D698.

VARIES

LIM

ILL

VARIES

NOTES:

1. THIS RESTORATION WILL BE REQUIRED ON ALL DISTURBED AREAS

THAT WILL NOT BE COVERED WITH SOD OR OTHER SURFACING.

2. ROCKS LARGER THAN 2" CANNOT BE PLACED WITHIN TOPSOIL.

VARIES

PIPE

EXISTING

GRAVEL

SURFACE

VARIES

PIPE

LIM

ILL

BACKFILL ABOVE BEDDING

MATERIAL SHALL BE

COMPACTED TO 95%

OF OPTIMUM DENSITY

AS DETERMINED BY

ASTM D698.

PIPE BEDDING

NOTE: REQUIRED WITHIN ANY ROAD R.O.W. OR OTHER

AREA WITH GRAVEL SURFACING.

MATCH EXISTING DEPTH PLUS 4"

(8" MIN.) WITH COMPACTED CRUSHED

AGGREGATE BASE COURSE

(IN EXISTING GRAVEL AREAS).

MATERIAL SHALL BE COMPACTED TO 95%

OF OPTIMUM DENSITY AS

DETERMINED BY ASTM D698.

RAMP - 5' MIN.

RAMP - FRONT

A - A'

GUTTER

CURB &

6" CRUSHED AGGREGATE

BASE COURSE (GRADE W)

X-LINE

PLAN

X-LINE

TOP OF CURB

FLOW LINE

5' MIN.

(MATCH

SIDEWALK)

LIP OF CURB

FACE OF CURB

X X

NEENAH #4984,

OR EQUIVALENT,

DETECTABLE WARNING

PLATE

NOTES:

1. TRANSITION RAMP THICKNESS FROM SIDEWALK THICKNESS TO GUTTER

THICKNESS IN THE LAST 18 IN. OF THE RAMP.

2. T = THICKNESS OF GUTTER PAN OR DOUBLE GUTTER:

T= 6" WHERE ADJACENT TO ASPHALT PAVEMENT

T= CONCRETE PAVEMENT THICKNESS WHERE ADJACENT TO CONCRETE.

3. RAMP SLOPE: 8% OR FLATTER, ADA MAXIMUM = 8.3%

4. RAMP CROSS SLOPE: 2% OR FLATTER, ADA MAXIMUM = 2%

5. PROVIDE FLARED RETURNS WITH A RELATIVE SLOPE OF 10% MEASURED ALONG

THE CURB LINE.

1/2" RISE TO

BACK OF CURB

18"

THICKEN

SLAB

5' MIN.

(MATCH

SIDEWALK)

0.5

TREE STAKES (3 PER TREE)

2i"Ø X 7' OSMOSE TREATED

POSTS OR 7' STEEL STUDDED

'T' POSTS MIN. 6" AWAY FROM

ROOT BALL DRIVEN IN

UNDISTURBED SOIL.

TREE TYPE PER CONTRACT.

PRUNE BRANCHES, IF

BROKEN OR DAMAGED

PLANT TREES AT THE SAME

GROUND LEVEL THAT THEY WERE

GROWN IN THE NURSERY(GRAFT

LOCATED HERE FOR ROOTSTOCK)

3" DEEP MINERAL MULCH, AS

SPECIFIED. INSTALL TO 6" OF TRUNK

REMOVE TOP 13 OF BURLAP, TWINE,

ROPE AND BASKET FROM ROOTBALL

FINISHED GRADE

BACKFILL WITH APPROVED

TOPSOIL/PLANTING MEDIUM, AS

SPECIFIED, (REMOVE ALL DEBRIS)

SCARIFY SIDES OF PLANTING HOLE

(AT LEAST 6" BELOW BOTTOM OF

TREE BALL)

BREAK 6" SUB-SOIL

1" WIDTH X 16" LENGTH ARBOR

APPROVED NYLON OR RUBBER

STRAP WITH GROMMETS.

SECURE TO POSTS WITH

2-STRAND TWISTED 12 GAUGE

GALVANIZED WIRE.

2' - 0" R

TYP.

1' - 0"

MIN.

60°

NOTES:

1. ALL TREES SHALL BE SUITABLE FOR USDA HARDINESS ZONE 4.

2. FENCING SHALL BE INSTALLED AROUND TREES TO PREVENT DEER. FENCE

HEIGHT & TYPE TO BE DETERMINED BY COR.

3. FENCING SHALL BE MAINTAINED AND REMAIN INSTALLED FOR DURATION

PROVIDED BY THE COR.

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 14, 2023.