Page 1 of 2

Addendum 5

Project: Village Court Apartments Phase IV Mountain Village, Colorado

Date – 04.7.22

Item Name: Foundation revisions, crawlspace access & additional soil stabilization plans Description:

• Added crawlspace access locations for both the East & West buildings. • Soil Stabilization Plans have been further developed and more detail added. • Added #5 rebar at typical pile detail over pile and added grade beam stirrups. • Trash compactor foundation clarified at exterior ramp. • Grade beam GB3 (2’-0” x 3’-0”) has been added at gridline 5 and gridline 6 at the East

Building. • New building sections have been added on sheet S2.00E & S2.01E & S2.02E. • Added rebar at grade beams per revised sheet S2.03E. • Reduced concrete retaining wall at detail 5/S204E. • Clarified retaining wall detail at East building East entrance. Reference new detail

2/S2.05E. Note: The costs for all pull/load testing and documentation for the soil nails and the micro-piles is to be included in GSI’s scope of work under the responsibility of the GC. If you have any questions, comments, and/or corrections please notify our office immediately.

Page 2 of 2

Addendum 5

Project: Village Court Apartments Phase IV Mountain Village, Colorado

Date – 04.7.22

Rachel Olson, AIA Olson Architects, L.L.C. (303) 305-9342 Attachments: A1.01E, A1.01W, S0.01, S0.02, S1.00E, S2.00E, S2.01E, S2.02E, S2.03E, S2.04E, S2.05E, SOIL STABILIZATION PLANS & SPEC SECTIONS 313233, 313236 & 316116.

REF.

WH

REF.

WH

DW

DW

REF.

REF.

DW

DW

WH

WH

REF.

WH

DW

REF.

WH

DW

REF.

WH

DW

DW DDDW W

REF.

DW

WH

W

REF.

WH

DW

WH

A

A

55

22

33

1

A3.02E

1

A3.02E

B

B

44

G.1

G.1

H

H

J

J

D

D

E

E

2

A3.01E

2

A3.01E

9' - 0" 11' - 5" 10' - 6" 11' - 10" 11' - 10" 10' - 6" 11' - 10" 10' - 6" 11' - 5" 9' - 0"

A2.02E2

A2.02E

1

A2.01E1

A2.01E

2

2' -

0"

23

' -

2"

1' -

1"

5' -

0"

13

' -

2"

11

' -

1"

2' -

0"

57

' - 6

" O

VE

RA

LL

C

C

11

66

TYPE 2B-R

101

TYPE 1B

102

TYPE 2B

103

TYPE 2B

105

TYPE 1A

106

TYPE 2B-R

107

B.1

B.1

F

F

G

G

3.13.1

3.23.2 DN

UP

UPD

N

A5.03E

AA

A5.05E

AA

A5.02E

AA 2

A3.02E

2

A3.02E

1

A3.01E

1

A3.01E

1ST LEVEL

CORRIDOR

101

EAST STAIR

102WEST STAIR

100

AAAA

AADD AA

BB

BB

BB

BB

BB

BB

DD

DD

CC

DD

CC

D01 D01

D02D02

1/4

" /

12

"

DD

GAS METER AT RETAINING WALL BELOW

2

A3.53E3

A3.53E

F.O

.S.

TY

P

MA

TIN

G

WA

LL

TY

PFDC

A4.01E

2

A4.02E

2

CARPET TILE & WOOD BASE

A6.01

7

DD

D01

AA AA

BB

BB

DD

1

A3.51E

A

A

55

22

33

1

A3.02E

1

A3.02E

9' - 0" 11' - 5" 10' - 6" 11' - 10" 11' - 10" 10' - 6" 11' - 10" 10' - 6" 11' - 5" 9' - 0"

57

' - 6

" O

VE

RA

LL

2' -

0"

11

' -

1"

13

' -

2"

5' -

0"

1' -

1"

6' -

9"

16

' -

5"

2' -

0"

A2.02E

1

A2.01E

2

A2.01E1

B

B

44

G.1

G.1

H

H

J

J

D

D

E

E

2

A3.01E

2

A3.01E

C

C

A2.02E2

11

66

TYPE 2-R

001

TYPE 1

002

TYPE 2

003

DASHED LINE INDICATES 1 HR FIRE WALL, TYP

DASHED LINE INDICATES 2 HR FIRE WALL, TYP. BETWEEN STAIR AND BUILDING

B.1

B.1

F

F

G

G

3.13.1

3.23.2

6' -

9"

CRAWLSPACECRAWLSPACE

UP

UP

LOWER

CORRIDOR

001

WEST STAIR

100EAST STAIR

102

FIRE RISER

004ELECTRICAL

002

LAUNDRY

ROOM

003

D13D12

D02 D02

D12

2

A3.02E

2

A3.02E

1

A3.01E

1

A3.01E

AADD

BB BB

DD

BBBB

D01 D01

2

A3.53E3

A3.53E

F.O

.S.

TY

P

MA

TIN

G

WA

LL

TY

P

FD

ELECTRIC WALL HEATER, TYPRE:MECH

A4.01E

1A4.02E

1

MODEM IN LOCKABLE PLASTIC BOX, MTD @ 60" AFF

PLASTIC LAMINATE 24" DEEP COUNTERTOP, GC TO PROVIDE STEEL WALL SUPPORT BRACKETS AT 3' O.C., TYP. COUNTER TO BE MOUNTED AT 30" AFF

W6 W2

W6

W6

W6

W7

W7

2X10 STUD

A6.04

5 TYP

9' - 0" 11' - 5" 44' - 8" 22' - 4"

CARPET TILE & WOOD BASE

A6.01

5A6.01

8

AA

D01

10

' -

0"

T.O. WALL = 9439'-0"

F.F.E. = 9441'- 1/8"

1

A3.51E

PANELRE:ELECT

METER STACKRE:ELECT

MAIN DISCONNECTRE:ELECT 2'-6" x 2'-6"

HOLLOW METAL ACCESS DOOR

2'-0" X 3'-0" CRAWL SPACE ACCESS HATCH WITH LOCK

PR

OJE

CT

NO

:

DRAWING TITLE

APPROVALS

AS

SE

SS

OR

S P

AR

CE

L N

O:

SHEET NO.

PROJ MGR

PRINCIPAL

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN

THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE

USED FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN CONSENT

OF THE ARCHITECT.

OLSON ARCHITECTS, LLCRachel M. Olson, AIA

P.O. Box 4241Durango, Colorado 81302

T 303.305.9342

2 ADDENDUM 5 04.07.22

Ph

ase

IV

Vil

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pa

rtm

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008-2

021

RMO

477904200005

A1.01E

LOWER & FIRSTLEVEL FLOOR

PLANS

41

5 M

TN

VIL

LA

GE

BL

VD

MO

UN

TA

IN V

ILLA

GE

, C

O 8

14

35

RMO

BID

SE

T -

01.3

1.2

02

2

FLOOR PLAN NOTES

1/8" = 1'-0"

FIRST LEVEL FLOOR PLAN

1. ALL EXTERIOR WALLS TO BE OF 2X6 @ 16" O.C. NOMINAL CONSTRUCTION, UNLESS OTHERWISE NOTED. ALLINTERIOR WALLS TO BE OF 2X4 @ 16" O.C. CONSTRUCTION, UNLESS OTHERWISE NOTED.

2. VERIFY ALL TUB ROUGH-IN DIMENSIONS PRIOR TO FRAMING LAYOUT.

3. PROVIDE & INSTALL HAND RAILING AT STAIRS. TOP OF HANDRAILING TO BE 34" ABOVE NOSE OF STEP.HANDRAIL SHALL MEET ALL REQUIRMENTS SET FORTH BY THE INTERNATIONAL BUILDING CODE.

4. DIMENSION SYSTEM NOTE:ALL DIMENSIONS ARE FACE OF FRAMING TO FACE OF FRAMING OR FACE OFFRAMING TO CENTERLINE, U.N.O.

5. CONTRACTOR TO PROVIDE AND INSTALL BATHROOM ACCESSORIES IN ALL BATHROOMS. THIS INCLUDESTOWEL BAR, TOWEL RING AND TISSUE HOLDER. BASIS OF DESIGN: MOEN 'CONTEMPORARY DONNERCOLLECTION' P5118, ETC.

6. PROVIDE SHELF & ROD IN ALL CLOSETS, TYP. UNLESS OTHERWISE NOTED - OR APPROVED EQUAL BY OWNER.

7. PROVIDE AND INSTALL SOUND ATTENUATION IN ALL WALLS/FLOORS/CEILINGS SURROUNDING BEDROOMSAND BATHROOMS

8. THE CONTRACTOR TO PROVIDE AND INSTALL VAPOR BARRIERS IN THE FOLLOWING LOCATIONS: CRAWLSPACE - PROVIDE VAPOR BARRIER w/6" OVERLAP AND SEAL OR TAPE OVERLAP, BARRIER SHALL EXTEND 6"MIN. UP STEMWALL AND SHALL ATTACH TO STEMWALL.

9. ANY DISCREPANCIES WITH DIMENSIONS TO BE REPORTED TO ARCHITECT PRIOR TO CONSTRUCTION. IFCONTRACTOR, OWNER, OR SUBCONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT ARCHITECTAPPROVAL THEN THE ARCHITECT IS NOT RESPONSIBLE FOR THAT PART OF THE WORK.

10. CONTRACTCONTRACTOR TO PROVIDE AND INSTALL RODS @ ALL TUB/SHOWER LOCATIONS. SHOWER RODBASIS OF DESIGN: MOEN BRUSHED NICKEL CURVED SHOWER ROD; CSR2164BN.

11. CONTRACTOR TO PROVIDE HORIZONTAL WINDOW BLINDS AT ALL UNIT WINDOWS. BASIS OF DESIGN: HUNTERDOUGLAS 'EVERWOOD' WOOD BLINDS WITH CORDLESS LIFT SYSTEM.

NORTH

1/8" = 1'-0"

LOWER LEVEL FLOOR PLAN

NORTH

#

SIZE

OPERATION HD HEIGHT COMMENTSWIDTH HEIGHT

AA 6' - 0" 5' - 0" CS 8'-0"

BB 2' - 0" 4' - 0" FX 8'-0"

CC 2' - 0" 3' - 0" CS 7'-0"

DD 6' - 0" 5' - 0" CS 8'-0" FIXED SIDE CLOSEST TO WALL MTD VENT

WINDOW SCHEDULE

# STYLE

SIZE FINISH FRAME

HARDWARE COMMENTSWIDTH HEIGHT INT EXT MATERIAL FINISH

D01 SLIDER 6' - 0" 8' - 0" FG FG FG FG MF

D02 SWING 3' - 0" 6' - 8" PAINT PAINT HM PAINT PS 90 MIN

D03 SWING 3' - 0" 6' - 8" PAINT PAINT WD PAINT EN 20 MIN

D04 SWING 2' - 10" 6' - 8" PAINT PAINT WD PAINT PR

D05 SWING 2' - 8" 6' - 8" PAINT PAINT WD PAINT PS

D07 SWING 2' - 6" 6' - 8" PAINT PAINT WD PAINT PS

D08 SWING 3' - 0" 6' - 8" WD WD WD WD PR

D09 BI-FOLD 4' - 0" 6' - 8" PAINT PAINT WD PAINT -

D10 BI-FOLD 5' - 0" 6' - 8" PAINT PAINT WD PAINT -

D11 SWING 1' - 6" 6' - 8" WD WD WD WD PS

D12 SWING 3' - 0" 6' - 8" PAINT PAINT HM PAINT ST 20 MIN

D13 SWING 3' - 0" 6' - 8" PAINT PAINT HM PAINT PS 20 MIN

DOOR

By-Pass 5' - 0" 6' - 8" PS

DOOR SCHEDULE

NOTES:FG = FIBERGLASSHM = HOLLOW METALPS = PASSAGE LOCKSETPR = PRIVACY LOCKSETST = STOREROOM LOCKSETEN = ENTRY LOCKSETMF = MANUFACTURER'S LOCKSET

TYPE 1A UNITS ARE CLASSIFIED AS TYPE A ACCESSIBLE UNITS PER SECTION 1003 OF THE ICC A117.1-2009.TYPE 1B, 2B AND 2B-R UNITS ARE CLASSIFIED AS TYPE B ACCESSIBLE UNITS PER SECTION 1004 OF THE ICC A117.1-2009.

ROOM FINISHES

HEIGHT COMMENTS# NAME FLOOR BASE WALL CEILING

001 LOWER CORRIDOR CPT TILE WD PAINT-1 GYP/PAINT 9'-0"

002 ELECTRICAL S.CONC N/A PAINT-1 GYP/PAINT 9'-0"

003 LAUNDRY ROOM S.CONC N/A PAINT-1 GYP/PAINT 9'-0"

004 FIRE RISER S.CONC N/A PAINT-1 GYP/PAINT 9'-0"

100 WEST STAIR WD MTL MTL GYP/PAINT 9'-0"

101 1ST LEVEL CORRIDOR CPT TILE WD PAINT-1 GYP/PAINT 9'-0"

102 EAST STAIR WD MTL MTL GYP/PAINT 9'-0"

201 2ND LEVELCORRIDOR

CPT TILE WD PAINT-1 GYP/PAINT 9'-0"

301 3RD LEVELCORRIDOR

CPT TILE WD PAINT-1 GYP/PAINT 9'-0"

FINISH SCHEDULE - COMMON ROOMS

REF.WH WH

DW

REF.

WH

DW

REF. REF.

WH

WH

DWDW

REF.

DW

REF.

DW

WH

REF.WH

REF.

D W

DW DW

REF.

WH

DW

D D D WW

WH

WH

H

H

B

B

3 3

E

E

J

J

4 4

5 5

G

G

C

C

D

D

F

F

6 6

2 2

1 1

9' - 0" 11' - 5" 10' - 6" 11' - 10" 10' - 11" 10' - 6" 11' - 10" 11' - 10" 10' - 6" 11' - 5" 9' - 0"

2

A3.02W

2

A3.02W

1

A3.01W

1

A3.01W

DN

UP

A

A

118' - 9" OVERALL

57

' - 6

" O

VE

RA

LL

2' -

0"

11

' -

1"

13

' -

2"

5' -

0"

1' -

1"

23

' -

2"

2' -

0"

B.1

B.1

D.1

D.1

G.1

G.1

3.1 3.1

3.2 3.2

A2.02W1

A2.01W1

A2.01W

2

A2.02W

2

UP

DN

1

A3.02W

1

A3.02W

5' - 7 1/2"5' - 7 1/2"

2

A4.03W

2

A4.03W

3

A3.02W

3

A3.02W

3' -

0"

1' -

7"

A4.01W

2

TYPE 2B-R

101

TYPE 2B-R

102

TYPE 2B

103

TYPE 2B

104

TYPE 2B

105

TYPE 2B-R

106

1ST LEVEL

CORRIDOR

101

NORTH STAIR

100

SOUTH STAIR

102

AADD AA AAAAAA

AADDAAAA

BB

BB

GG

GG

DD

AA AA

BB

BB

BB

BB

CCFF

D02 D02

D01 D01 D01

2

A3.01W

2

A3.01W

1"

/ 12

"

DD DD

GAS METER

SEWER VAULT ACCESSRE:SITE PLAN

FDC

A4.02W

2

10

' -

0"

CARPET TILE & WOOD BASE

H

H

B

B

3 3

E

E

J

J

4 4

5 5

11' - 5" 10' - 6" 11' - 10" 10' - 11" 10' - 6" 11' - 10" 11' - 10" 10' - 6" 11' - 5"

118' - 9" OVERALL

G

G

C

C

D

D

F

F

6 6

2' -

0"

11

' -

1"

13

' -

2"

5' -

0"

1' -

1"

23

' -

2"

2' -

0"

2 2

1 1

2

A3.02W

2

A3.02W

1

A3.01W

1

A3.01W

TYPE 2-R

001

TYPE 2-R

002

TYPE 1

003

UP

1 HOUR RATED WALL, TYP

DASHED LINE INDICATES 2 HR FIRE WALL, TYP. BETWEEN STAIR AND BUILDING

A

A

44

' - 5

" O

VE

RA

LL

B.1

B.1

D.1

D.1

G.1

G.1

3.1 3.1

3.2 3.2

A2.02W1

A2.01W1

A2.01W

2

A2.02W

2

RETAINING WALL, RE: STRUCT

UP

1

A3.02W

1

A3.02W

CRAWL SPACE

2

A4.03W

2

A4.03W

A4.03W

1

3

A3.02W

3

A3.02W

AADDAAAA

D02

SOUTH STAIR

102NORTH STAIR

100

LOWER

CORRIDOR

001

FIRE RISER

ROOM

002

LAUNDRY

ROOM

003ELECTRICAL

ROOM

004

CRAWL SPACE

SEWER

ACCESS VAULT

005

MAINT.

OFFICE

004

D01 D01 D01

D02

D04 D08D04

3' -

2"

2

A3.01W

2

A3.01W

A4.01W

1

A5.01W

AA

FD

A5.01W

1

3

2A5.01W

5

4

A4.02W

1

W5

W6 W6

2' -

0"

CARPET TILE & WOOD BASEA6.04

5

TYP

A6.01

8

2'-0" X 3'-0" CRAWL SPACE ACCESS

2'-6" X 2'-6" HOLLOW METAL ACCESS DOOR

2'-6" X 2'-6" HOLLOW METAL ACCESS DOOR

PR

OJE

CT

NO

:

DRAWING TITLE

APPROVALS

AS

SE

SS

OR

S P

AR

CE

L N

O:

SHEET NO.

PROJ MGR

PRINCIPAL

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN

THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE

USED FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN CONSENT

OF THE ARCHITECT.

OLSON ARCHITECTS, LLCRachel M. Olson, AIA

P.O. Box 4241Durango, Colorado 81302

T 303.305.9342

2 ADDENDUM 5 04.07.22

Ph

ase

IV

Vil

lag

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pa

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038-2

018

RMO

477904200005

A1.01W

LOWER & FIRSTLEVEL FLOOR

PLANS

41

5 M

TN

VIL

LA

GE

BL

VD

MO

UN

TA

IN V

ILLA

GE

, C

O 8

14

35

RMO

BID

SE

T -

01.3

1.2

02

2

FLOOR PLAN NOTES

1/8" = 1'-0"

FIRST LEVEL FLOOR PLAN

1. ALL EXTERIOR WALLS TO BE OF 2X6 @ 16" O.C. NOMINAL CONSTRUCTION, UNLESS OTHERWISE NOTED.ALL INTERIOR WALLS TO BE OF 2X4 @ 16" O.C. CONSTRUCTION, UNLESS OTHERWISE NOTED.

2. VERIFY ALL SHOWER STALL ROUGH-IN DIMENSIONS PRIOR TO FRAMING LAYOUT.

3. VERIFY ALL TUB ROUGH-IN DIMENSIONS PRIOR TO FRAMING LAYOUT.

4. PROVIDE & INSTALL WOODEN HAND RAILING AT STAIRS. TOP OF HANDRAILING TO BE 34" ABOVE NOSEOF STEP. HANDRAIL SHALL MEET ALL REQUIRMENTS SET FORTH BY THE INTERNATIONAL BUILDINGCODE.

5. DIMENSION SYSTEM NOTE:ALL DIMENSIONS ARE FACE OF FRAMING TO FACE OF FRAMING OR FACE OFFRAMING TO CENTERLINE, U.N.O.

6. CONTRACTOR TO PROVIDE AND INSTALL BATHROOM ACCESSORIES IN ALL BATHROOMS. THISINCLUDES TOWEL BAR, TOWEL RING AND TISSUE HOLDER. BASIS OF DESIGN: MOEN 'CONTEMPORARYDONNER COLLECTION' P5118, ETC.

7. PROVIDE SHELF & ROD IN ALL CLOSETS, TYP. UNLESS OTHERWISE NOTED - OR APPROVED EQUAL BYOWNER.

8. ANY DISCREPANCIES WITH DIMENSIONS TO BE REPORTED TO ARCHITECT PRIOR TO CONSTRUCTION.IF CONTRACTOR, OWNER, OR SUBCONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUTARCHITECT APPROVAL THEN THE ARCHITECT IS NOT RESPONSIBLE FOR THAT PART OF THE WORK.

9. CONTRACTOR TO PROVIDE AND INSTALL RODS @ ALL TUB/SHOWER LOCATIONS. SHOWER ROD BASISOF DESIGN: MOEN BRUSHED NICKEL CURVED SHOWER ROD; CSR2164BN.

10. PROVIDE AND INSTALL SOUND ATTENUATION IN ALL WALLS/FLOORS/CEILINGS SURROUNDINGBEDROOMS AND BATHROOMS

11. THE CONTRACTOR TO PROVIDE AND INSTALL VAPOR BARRIERS IN THE FOLLOWING LOCATIONS:CRAWL SPACE - PROVIDE VAPOR BARRIER w/6" OVERLAP AND SEAL OR TAPE OVERLAP, BARRIERSHALL EXTEND 6" MIN. UP STEMWALL AND SHALL ATTACH TO STEMWALL, CEILING - PROVIDE &INSTALL VAPOR BARRIER w/6" MIN. OVERLAP, SEAL OR TAPE OVERLAP. BARRIER TO SEAL w/HOUSEWRAP AT PLATES, TYP.

12. CONTRACTOR TO PROVIDE HORIZONTAL WINDOW BLINDS AT ALL UNIT WINDOWS. BASIS OF DESIGN:HUNTER DOUGLAS 'EVERWOOD' WOOD BLINDS WITH CORDLESS LIFT SYSTEM.

1/8" = 1'-0"

LOWER LEVEL FLOOR PLANNORTH

NORTH

#

SIZE

OPERATION HD HEIGHT COMMENTSWIDTH HEIGHT

AA 6' - 0" 5' - 0" CS 8'-0"

BB 2' - 0" 4' - 0" FX 8'-0"

CC 2' - 0" 3' - 0" CS 7'-0"

DD 6' - 0" 5' - 0" CS 8'-0"

FF 2' - 0" 3' - 0" CS 7'-0" 45 MIN FIRE RESISTIVE TEMPERED GLAZING

GG 2' - 0" 4' - 0" FX 8'-0" 45 MIN FIRE RESISTIVE TEMPERED GLAZING

WINDOW SCHEDULE

# STYLE

SIZE FINISH FRAME

FINISH HARDWARE COMMENTSWIDTH HEIGHT INT EXTMATERIA

L

D01 SLIDER 6' - 0" 8' - 0" FG FG FG PRE-FIN MF

D02 SWING 3' - 0" 6' - 8" WD WD HM HPC-1 PS 90 MIN

D03 SWING 3' - 0" 6' - 8" WD WD HM HPC-1 EN 20 MIN

D04 SWING 3' - 0" 6' - 8" WD WD HM HPC-1 ST 20 MIN

D05 SWING 2' - 8" 6' - 8" WD WD HM HPC-1 PR

D06 SWING 2' - 8" 6' - 8" WD WD WD PAINT-1 PR

D07 SWING 2' - 6" 6' - 8" WD WD WD PAINT-1 PS

D08 SWING 2' - 8" 6' - 8" WD WD HM HPC-1 PS 20 MIN

D09 BI-FOLD 4' - 0" 6' - 8" WD WD WD PAINT-1 -

D10 BI-FOLD 5' - 0" 7' - 0" WD WD WD PAINT-1 -

D11 SWING 2' - 8" 6' - 8" WD WD WD PAINT-1 PS

DOOR SCHEDULE

NOTES:FG = FIBERGLASSHM = HOLLOW METALPS = PASSAGE LOCKSETPR = PRIVACY LOCKSETST = STOREROOM LOCKSETEN = ENTRY LOCKSETMF = MANUFACTURER'S LOCKSET

TYPE 2B AND 2B-R UNITS ARE CLASSIFIED AS TYPE B ACCESSIBLE UNITS PER SECTION 1004 OF THE ICC A117.1-2009

SECTIONS 31 32 33

SHOTCRETE SOIL SLOPE STABILIZATION AND SOIL NAILING

1.1 REFERENCE STANDARDS

A. U.S. Department of Transportation Federal Highway Administration:

1. FHWA-NHI-14-007 – Soil Nail Walls Reference Manual (2015)

B. ASTM International:

1. ASTM C109 - Standard Test Method for Compressive Strength of Hydraulic Cement

Mortars (Using 2-in. or [50-mm] Cube Specimens)

2. ASTM C1140 - Standard Practice for Preparing and Testing Specimens from

Shotcrete Test Panels

1.2 MATERIALS

A. Soil Nails

1. Hollow Bar Soil Nails – Williams Form Engineering Corp:

i. X38 or T40N bar or similar

ii. 4” diameter bits

iii. Couplers and hex nuts to exceed 100% of the bar ultimate strength

iv. 8”x8”x3/8” bare steel plates

B. Cement Grout

1. Grout mix shall be neat cement grout, Portland cement and water only.

2. Potable water free of organics or other deleterious materials or chemicals that

would affect cement hydration process.

3. Portland Cement Type I, II, or I/II.

C. Shotcrete

1. Properties:

i. W/C ratio 0.4

ii. 3” slump

iii. 6% air content

2. Materials

i. 3/8” Aggregate – AASHTO M80, Class B

ii. Natural (river) Sand – AASHTO M6/ASTM C33

iii. Cement Type I, II, or I/II – AASTHO M85/ASTM C150

iv. Water – AASHTO M157/ASTM C94, clean and potable

v. Fly Ash – AASHTO M294/ASTM C618, Type F

1.3 EXECUTION

A. Equipment

1. Soil nails shall be installed with equipment designed and capable of drilling hollow

bar X or T thread with continuous grout circulation through the bar and drill hole

anulus while drilling.

2. Shotcrete to be wet-mix process consisting of thoroughly mixing all the ingredients,

introducing the mixture into the delivery equipment, and delivering it, by positive

displacement, to the nozzle. Air jet the wet-mix shotcrete from the nozzle at high

velocity onto the surface. Shotcrete to be placed from the lower part of the area

upwards to prevent accumulation of rebound.

3. Grout shall be mixed and pumped with double tub or colloidal shear grout mixing

equipment design and capable of delivering consistent, quality grout mix.

B. Installation

1. General Sequence

i. Excavate first lift (typically 4’-5’) where depicted and surveyed based on

project drawings

ii. Drill row of soil nails,

iii. Prepare facing reinforcement (welded wire mesh and rebar),

iv. Place shotcrete to nominal thickness and reinforcement coverage

requirements,

v. Excavate next lift (typically 5’ lifts) and repeat steps ii through iv.

2. Details/dimensions/etc. of soil nail and shotcrete wall provided in the project

drawings.

C. Quality Control

1. Soil Nail Testing

i. Install one sacrificial soil nail before production installation.

ii. With GSI approval production soil nails can be installed while waiting the 72

hours to test the verification nail.

iii. Proof testing shall occur on at least 5% of production soil nails. 48 hour wait

for grout cure to test any production nail.

iv. Verification and proof testing to be performed and accepted based on

FHWH-NHI-14-007 Section 9.4.

2. Grout Testing – Per ASTM C109

i. Obtain and test one set of grout cubes.

ii. Test 3, 7, and 28-day grout compressive strength.

3. Shotcrete Testing – Per ASTM C1140

i. Prepare and shoot two test panels.

ii. Panel shall be minimum inner dimensions of 24” x 24” square, 3.5” depth

and made of wood.

iii. Use 2x4 lumber and ¾” plywood for back panel.

iv. Core and compressive test shotcrete cores from both panels at 3, 7, and 28-

day.

SECTION 31 32 36

PINNED MESH SOIL NAILING

1.1 REFERENCE STANDARDS

A. U.S. Department of Transportation Federal Highway Administration:

1. FHWA-NHI-14-007 – Soil Nail Walls Reference Manual (2015)

B. ASTM International:

1. ASTM C109 - Standard Test Method for Compressive Strength of Hydraulic Cement

Mortars (Using 2-in. or [50-mm] Cube Specimens)

1.2 MATERIALS

A. Soil Nails

1. Hollow Bar Soil Nails – Williams Form Engineering Corp:

i. X38 or T40N bar or similar

ii. 4” diameter bits

iii. Couplers and hex nuts to exceed 100% of the bar ultimate strength

iv. Geobrugg spike plates

B. Cement Grout

1. Grout mix shall be neat cement grout, Portland cement and water only.

2. Potable water free of organics or other deleterious materials or chemicals that

would affect cement hydration process.

3. Portland Cement Type I, II, or I/II.

C. Pinned mesh and geofabric

1. Geobrugg Tecco G65/3 or equivalent

2. Geotex HF2x2 fabric or equivalent

1.3 EXECUTION

A. Equipment

1. Soil nails shall be installed with equipment designed and capable of drilling hollow

bar X or T thread with continuous grout circulation through the bar and drill hole

anulus while drilling.

2. Grout shall be mixed and pumped with double tub or colloidal shear grout mixing

equipment design and capable of delivering consistent, quality grout mix.

B. Installation

1. General Sequence

i. Excavate pinned mesh surface per project drawings. Typically, 1:1 (45 deg)

slope is the maximum slope angle for pinned mesh system. GSI engineering

representative may approve alternative slope angles.

ii. Drill soil nails,

iii. Prepare fabric and mesh,

iv. Install spike plates and tighten hex nuts with ratchet wrench or 100 to 250

ft-lb air wrench.

2. Details/dimensions/etc. of pinned mesh provided in the project drawings.

C. Quality Control

1. Soil Nail Testing

i. Install one sacrificial soil nail before production installation.

ii. With GSI approval production soil nails can be installed while waiting the 72

hours to test the verification nail.

iii. Proof testing shall occur on at least 5% of production soil nails. 48 hour wait

for grout cure to test any production nail.

iv. Verification and proof testing to be performed and accepted based on

FHWH-NHI-14-007 Section 9.4.

2. Grout Testing – Per ASTM C109

i. Obtain and test one set of grout cubes.

ii. Test 3, 7, and 28-day grout compressive strength.

SECTION 31 34 19

GEOSYNTHETIC SOIL REINFORCEMENT

1.1 REFERENCE STANDARDS

A. U.S. Department of Transportation Federal Highway Administration:

1. FHWA-HRT-17-080 – Design and Construction Guidelines for Geosynthetic

Reinforced Soil Abutments and Integrated Bridge Systems (2018).

B. ASTM International:

1. ASTM D698 - Standard Test Methods for Laboratory Compaction Characteristics of

Soil Using Standard Effort (12,400 ft-lbf/ft3) or approved equal.

2. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of

Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)) or approved equal.

C. Colorado Department of Transportation (CDOT)

1. Standard Specifications 2017 – Standard Specifications for Road and Bridge

Construction.

1.2 MATERIALS

A. Geosynthetic Fabric - Geotex 2x2HF fabric or better in terms of tensile and permeability

capacity.

B. Well-Graded Gravel – CDOT Class 5 or Class 6 base course (CDOT Standard Specifications

2017) or approved alternative per the criteria in Table 1 of FHW-HRT-17-080.

1.3 EXECUTION

A. General Sequence:

1. Excavate working width and backslope face,

2. Place layer of SierraScape System, Stone Face Baskets,

3. Place fabric layer (min seam overlap of 2’ as needed),

4. Place and compact to 95% modified proctor nominal 8 inch lifts of well-graded fill,

5. Place another fabric layer and 8 inch lift of compacted fill,

6. Repeat steps 2 through 5 until top of wall elevation 9439’ is reached.

B. Details/dimensions/etc. of GRS wall provided in the project drawings.

C. Refer to FHWA-HRT-17-080 for additional construction methodologies if needed.

SECTION 31 61 16

STEEL PILES

1.1 REFERENCE STANDARDS

A. U.S. Department of Transportation Federal Highway Administration:

1. FHWA NHI-05-039 – Micropile Design and Construction (2005)

B. ASTM International:

1. ASTM C109 - Standard Test Method for Compressive Strength of Hydraulic Cement

Mortars (Using 2-in. or [50-mm] Cube Specimens)

1.2 MATERIALS

A. Micropiles

1. Hollow Bar Micropiles – Williams Form Engineering Corp:

i. X51 or T76N bar or similar

ii. 4.5” diameter (X51), 5” dia. (T76N) bits

iii. Couplers and hex nuts to exceed 100% of the bar ultimate strength

iv. 8”x8”x1/2” bare steel plates

1. Casing – OCI Division

i. Minimum 5.5” OD, 0.362” wall thickness, 80 ksi steel casing

2. Solid Bar

i. #10 bare solid bar, grade 75

ii. Couplers and hex nuts to exceed 100% of the bar ultimate strength

B. Cement Grout

1. Grout mix shall be neat cement grout, Portland cement and water only.

2. Potable water free of organics or other deleterious materials or chemicals that

would affect cement hydration process.

3. Portland Cement Type I, II, or I/II.

1.3 EXECUTION

A. Equipment

1. Hollow bar micropiles shall be installed with equipment designed and capable of

drilling hollow bar X or T thread with continuous grout circulation through the bar

and drill hole anulus while drilling.

2. Casing micropiles shall be installed with equipment designed and capable of drilling

casing to the appropriate depths while clearing cuttings with continuous air

circulation in the drill string and anulus.

3. Grout shall be mixed and pumped with double tub or colloidal shear grout mixing

equipment design and capable of delivering consistent, quality grout mix.

B. Installation

1. General Sequence

i. Drill micropiles as depicted on the project drawings and surveyed,

1. T76N hollow bar and 5.5” casing with No. 10 inner bar is

interchangeable per contractor approach.

2. X51, X38, and/or T40N hollow bar not interchangeable, drill as

shown on drawings.

ii. Where casing micropiles are drilled install solid bar anchor within casing

section as depicted on project drawings and tremie grout inside of casing,

iii. Place two hex nuts and a plate on each micropile bar head.

2. Details/dimensions/etc. of micropiles provided in the project drawings.

C. Quality Control

1. Micropile Testing

i. Install two sacrificial vertical hollow bar micropiles before production

installation.

ii. With GSI approval production micropiles can be installed while waiting the

72 hours to test the verification piles.

iii. Proof testing shall occur on at least 5% of vertical production hollow bar

bearing micropiles. 48 hour wait for grout cure to test any production pile.

iv. Verification and proof testing to be performed and accepted based on

FHWH NHI-05-039 Section 7.4.

2. Grout Testing – Per ASTM C109

i. Obtain and test a total of two sets of grout cubes.

ii. Test 3, 7, and 28-day grout compressive strength.

© 2022 Microsoft Corporation © 2022 TomTom

C-01220190CO0104/01/22JPDEB

COVER SHEET

VILLAGE COURT APARTMENTS

SOIL STABILIZATION PLANSMOUNTAIN VILLAGE, CO

OLSON ARCHITECTS

VICINITY MAP(NOT TO SCALE)

SHEET INDEXNO. DESCRIPTION

C-01 COVER SHEET

C-02 SITE PLAN

C-03 MICROPILE PLAN

C-04 SNW PROFILE VIEW

C-05 GCS RETAINING WALL PROFILE VIEW

C-06 OVERALL SECTION VIEW

C-07 GCS SECTION VIEW

C-08 SOIL NAIL & SHOTCRETE DETAIL

C-09 SOIL NAIL & PINED MESH DETAIL

C-10 MICROPILE ANCHOR DETAILS

C-11 GCS MICROPILE CAP DETAILS

C-12 SHEAR SYSTEM CAP DETAILS

APPROXIMATEPROJECT LOCATIONLAT: 37.934617LONG: -107.854077

VILLAGE COURT APARTMENTS

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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IFB 2UPDATED GCS & MICROPILES04/01/22

NOT FOR

CONSTRUCTIO

N

TOP OF GCSWALL @ 9439'

EAST BLDG FLOORS· WALKOUT LEVEL @ 9441'· MAIN LEVEL @ 9452'· SEE SHEET C-04

WEST BLDG FLOORS· WALKOUT LEVEL @ 9442'· MAIN LEVEL @ 9453'· ALL FOUNDATIONS

SPREAD FOOTINGS

PERMANENT SOILNAIL WALL (SNW)

TOE OF GCS(SEE NOTE 1)

APPROX OUTERBLDG WALLS

9455'

9450'

9445'

9440'

9435'

9430'

9425'

9420'

9415'

9410'

9405'

9400'

9395'

105°

APPROX. PINNEDMESH AREA

POTENTIALACCESS ROAD

AC-03

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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IFB 2UPDATED GCS & MICROPILES04/01/22

NOT FOR

CONSTRUCTIO

N

0 20' 40'10'

NOTES:1. TOE OF GCS WALL, ELEV TO MATCH

EXISTING GRADES ROUGHLY.MICROPILES AND CAP TO EXTENDAROUND ENTIRE TOE.

C-02220190CO0104/01/22JPDEB

SITE PLAN

VILLAGE COURT APARTMENTS

AC-04

AC-06

AC-05

SHEAR PILE SYSTEM ANDBEARING MICROPILES

FOR EAST BUILDING

A

1

B B.1 C D E F G G.1 H J

2

2.5

3

3.1

3.2

4

5

6

20° BATTER,TYP.

40° BATTER,TYP.

40° BATTER,TYP.

VERTICAL T40NMICROPILE, TYP.

MICROPILE CAPFOR GCS WALL

10° BATTER OUTWARD FROMCENTER OF PILE CAP, TYP.

EXTEND GRADE BEAM TOCONTINUE SHEAR SYSTEM

TO SECTION A & J

GB1GB1

GB1

GB1

GB1GB1

GB3

GB3

GB3

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

GB2

MICROPILES FOR LATERALFOOTERS TO ASSIST SOIL

OVERTURNING FORCES, TYP.

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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IFB 2UPDATED GCS & MICROPILES04/01/22

NOT FOR

CONSTRUCTIO

N

0 10' 20'

NOTES:1. GRADE BEAM DIMENSIONS

ADAPTED FROM PROJECTDRAWINGS SHEET S1.00E.

C-03220190CO0104/01/22JPDEB

MICROPILE PLAN

VILLAGE COURT APARTMENTS

APPROX. QUANTITIES

DESC. QTY. UM

GCS PILES, X51, 40' 145 EA

SHEAR PILES, T76N, 50' 114 EA

SHEAR PILES, X51, 50' 57 EA

BEARING PILES, T40N,30', VERTICAL 88 EA

BEARING PILES, T40N,30', BATTERED 16 EA

GRADE BEAM W (IN) H (IN)

GB1 24 36

GB2 20 36

GB3 20 24

A MICROPILE PLANSCALE: N.T.S.

Elev

atio

n

Station

9430

9440

9450

9460

9470

1+001+78

1+001+78

APPROX. SNWBOUNDARY

15' SOIL NAILS(~13' EMBEDMENT), TYP.

AC-08

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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IFB 2UPDATED GCS & MICROPILES04/01/22

NOT FOR

CONSTRUCTIO

N

A SNW PROFILESCALE: 1:10

C-04220190CO0104/01/22JPDEB

SNW PROFILE VIEW

VILLAGE COURT APARTMENTS

NOTES:1.

Station0+00 1+00 1+46

9400

9410

9420

9430

9440

9450

0+00 1+00 1+46

MICROPILE CAP

APPROX. EXISTING GRADEALONG MICROPILE CAP

GCS BASKET FACE

CORNER

CORNER

CORNER

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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NOT FOR

CONSTRUCTIO

N

C-05220190CO0104/01/22JPDEB

GCS RETAINING WALL PROFILE VIEW

VILLAGE COURT APARTMENTS

A MICROPILE CAP AND BASKET PROFILESCALE: 1:10

TOP OF GCS WALL 9439'

9400

9410

9420

9430

9440

9450

9460

9470

1+00 1+50

1+00 1+50

GCS BASKETWALL

UP TO

19' TALL INM

AX SECTIO

N

10'

X51, 40' PILES, TWO ROWS,BATTERED 10 DEG, 1.5' OC EACHROW, STAGGERED SPACING

APARTMENT BUILDING

1 2 2.5 3 3.1 3.2 4 5 6

BEARING PILES, T40N(NOT ALL SHOWN)

SHEAR PILE SYSTEM(T76 & X51)

10' ACCESSBENCH

20' ANCHORS ANDPINNED MESH ON 1:1EXCAVATED SLOPE

AC-07

AC-09

AC-10

AC-12

A/BC-10

GCSMICROPILECAP

AC-11

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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NOT FOR

CONSTRUCTIO

N

A EAST BUILDING SECTION SCALE: 1:10

C-06220190CO0104/01/22JPDEB

OVERALL SECTION VIEW

VILLAGE COURT APARTMENTS

NOTES:1. BEARING PILES BOTH VERTICAL AND

BATTERED SHOWN ON MICROPILEPLAN (SHEET C-03)

2. SHEAR PILES WILL BE INCORPORATEDINTO BUILDING LONGITUDINAL GRADEBEAMS ON SECTIONS 3.1 AND 5.

1'-6

"(T

YP.)

WAL

L H

EIG

HT

ASR

EQU

IRED

TO

MEE

T G

RAD

E

LIMIT OF GCS ZONEFOLLOW EXCAVATION

REINFORCED FILL

REINFORCEMENT LENGTH VARIES

BASE WIDTH0.3* WALL HEIGHT, MIN

SET TOP FACING UNIT INSIDELOWER UNIT TO FOLLOW GRADE

WIRE FORM FACING UNIT(SEE NOTES)

WOVEN GEOSYNTHETICREINFORCEMENT

TAIL STRUT

WIRE BASKET FACING UNIT = 9'-6"

GEO

TEXT

ILE

RO

LL W

IDTH

OVERLAP SECOND ROLL FOR ADDITIONALWIDTH AS NEEDED 2' MIN.

WRAP GEOTEXTILE OVERFACE; SECURE TAIL BYEMBEDDING WITHIN LIFT.

8"(MAX.)

1'-6" (Typ.)TAIL LENGTH

GEOTEXTILE

COMPACTEDGRANULAR BACKFILL

NOTES:1. FACING BASKETS ARE COMPOSED OF

SIERRASCAPE SYSTEM, STONE FACEBASKETS AND TAIL STRUTS.

2. GEOTEXTILE COMPOSED OF GEOTEX2X2HF OR EQUIVALENT.

3. ALL FACING UNITS SHALL BEGALVANIZED PER ASTM A123 AFTERFABRICATION.

PLAN VIEW SECTION VIEW

DETAIL VIEW

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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IFB 2UPDATED GCS & MICROPILES04/01/22

NOT FOR

CONSTRUCTIO

N

C-07220190CO0104/01/22JPDEB

GCS SECTION VIEW

VILLAGE COURT APARTMENTS

A STANDARD DETAILSCALE: N.T.S.

CL

LENGTH PER PLAN

SELF-DRILLING SUPERNAIL™

PER PLAN

3,000 PSI NEAT CEMENT GROUT

4" Ø DRILLHOLE MIN.

SACRIFICIAL BIT 2"MIN

(2) 36" LONG NO. 4 GRADE 60 BARSVERTICAL EACH SIDE OF NAIL

8" x 8" x 3/8" A36 STEEL PLATE

HEX NUT

4 x 4 - W4.0 x W4.0 WELDEDWIRE FABRIC (ASTM A185)

6" NOMINAL 4,000 PSI SHOTCRETE UNDISTURBEDGUN FINISH (FINISH WILL BE BUMPY).2" COVER ON ALL STEEL

DOBIES, REBAR CHAIRS,OR SIMILAR(SEE NOTE 3)

(2) CONTINUOUS NO. 4GRADE 60 BARS HORIZONTAL

DRAIN STRIP

BIRDS BEAK(SHOTCRETE OR

GROUT BACKFILL)

36"

WALERS (REBAR)

STEEL PLATE TO BE WET SET

WELDED WIRE FABRIC

TYPICAL NAIL HEAD

(SEE NOTE 4)NOTES:1. LAP SPLICE LENGTH

1.1. NO. 4 REBAR - 24" MINIMUM1.2. NO. 5 REBAR - 30" MINIMUM

2. WELDED WIRE FABRIC TO HAVE AMINIMUM OF 8" OVERLAP (2 SQUARESOVERLAP FOR 4 x 4 MESH).

3. 2" WIRE DOBIES, REBAR CHAIRS, OREQUIVALENT TO BE USED TO ENSURESUFFICIENT CONCRETE COVERBETWEEN GROUND SURFACE ANDREINFORCEMENT. 2 TO 3 DOBIES PER5' x 10' SHEET OF MESH, TYPICAL.

4. HORIZONTAL WALERS ARECONTINUOUS

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

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IFBISSUED FOR BID02/22/22

IFB 2UPDATED GCS & MICROPILES04/01/22

NOT FOR

CONSTRUCTIO

N

C-08220190CO0104/01/22JPDEB

SOIL NAIL & SHOTCRETE DETAILS

VILLAGE COURT APARTMENTS

A STANDARD DETAILSCALE: N.T.S.

CL

SELF-DRILLING SUPERNAIL™

PER PLAN

3,000 PSI NEAT CEMENT GROUT

XX Ø DRILLHOLE MIN.

SACRIFICIAL BIT

CLAW TYPE SPIKE PLATE

HEX NUTBIRDS BEAK(SHOTCRETE OR

GROUT BACKFILL)TYPICAL NAIL HEAD

CLAW TYPE SPIKE PLATE

HIGH CAPACITY MESH

~12" HOLE DUG OUT BEHIND PLATEFOR POST-TENSIONING WIRE MESH

LENGTH PER SECTION~12" x 8" HOLE DUG OUTBEHIND PLATE FORPOST-TENSIONING WIRE MESH

WIRE MESH SPECIFICATIONS ANDPLACEMENT:

MATERIAL:· GEOBRUGG TECCO G65/3 OR

EQUIVALENT· MESH SHALL BE UNDERLAIN WITH A

GEOTEX HF2X2 FABRIC OREQUIVALENT

DIMENSIONS:· LENGTH OF NET: 30m· WIDTH OF NET: 3.5m

PLACEMENT:· AN AREA SHALL BE DUG OUT AROUND

THE SOIL NAILS TO ALLOWSUFFICIENT SEATING OF PLATES.

· THE WIRE MESH WILL BE PLACEDALONG THE FACE OF THE SLOPEWITH THE SOIL NAILS EXTENDINGTHROUGH THE MESH.

· GALVANIZED SPIKE PLATES WILL BEPLACED ON THE SOIL NAILS ANDSECURED WITH GALVANIZED OREPOXY-COATED HEX NUTS.

· THE HEX NUTS WILL THEN BETIGHTENED USING AN IMPACT ORTORQUE WRENCH TO SUFFICIENTLYSEAT THE PLATES.

· REPAINT PLATES, NUTS, AND END OFHOLLOW BAR WITH EPOXY ORGALVANIZING SPRAY AFTER TORQUE.

COCONUT MATTING ORGEOTEXTILE

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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IFB 2UPDATED GCS & MICROPILES04/01/22

NOT FOR

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C-09220190CO0104/01/22JPDEB

SOIL NAIL & PINNED MESH DETAILS

VILLAGE COURT APARTMENTS

A STANDARD DETAILSCALE: N.T.S.

VAR

IES

HOLLOW BARINJECTION ANCHOR

BEARING PLATE WITHNUT TOP AND BOTTOM

GROUND SURFACE

GROUT

SACRIFICIAL DRILL BIT

BEARING PLATE WITHNUT TOP AND BOTTOM

BOTTOM OF GRADEBEAM/SHEAR PILECAP ELEVATION

SOLID BAR ANCHOR,15' EMBEDMENT MIN

GROUT FILLIN CASING

CENTRALIZER,TYP.

CAS

ING

EMBE

DM

ENT

VAR

IES

STICKUP PERDETAILS

STICKUP PERDETAILS

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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NOT FOR

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C-10220190CO0104/01/22JPDEB

MICROPILE ANCHOR DETAILS

VILLAGE COURT APARTMENTS

A HOLLOW BAR MICROPILESCALE: N.T.S. B CASED SHEAR MICROPILE

SCALE: N.T.S.

NOTE: ONLY TOP MAT OF REINFORCEMENT SHOWN

SIDE VIEW END VIEW

TOP VIEW

1'-4"TYP

2'TYP

3"

3"

NO. 5 GRADE 60TOP AND BOTTOMCONTINUOUS, TYP.

3'

2'TYP

2'

NO. 5 GRADE 60 CONTINUOUS

NO. 5 GRADE 602'

TYP

2'TYP

2"

2"

(BACK ROW) 24", C/C(FRONT ROW) 24", C/C

2'

3'

NO. 5 GRADE 60TOP & BOTTOMCONTINUOUS

3" MIN

3" MIN3"

END VIEW

2'

3'

X51 MICROPILES

1' 1'

1'

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

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DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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NOT FOR

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A STANDARD DETAILSCALE: N.T.S.

C-11220190CO0104/01/22JPDEB

GCS MICROPILE CAP DETAILS

VILLAGE COURT APARTMENTS

SECTION VIEW - PILES

SECTION VIEW - REBAR

PLAN VIEW - PILES

PLAN VIEW - REBAR

24'

USE REBAR CHAIRS OR WIRETYING AS NEEDED TO

PROPERLY SUSPEND REBARAT LEAST 3" FROM ANY EDGE

OF CONCRETE

2" MIN ALLSIDES

3'

2'

1'

1'DRILL X51 AT BACK EDGE OF CAPSO CROSSOVER POINT CAN BE 1'

UP IN THE MIDDLE OF THE CAP

4 - #6 CONTINUOUSREBAR MAT TOP

AND BOTTOM

REBAR HOOP#4, 12" OC

2' MIN SPLICELENGTH

HOOPS, 12" OC

VERTICAL T76N

Phone: 855.579.0536 | Fax: 970.245.7737www.geostabilization.comTHIS DRAWING IS FURNISHED SOLELY FOR THE USE OF OR IN CONNECTION WITH THIS

PROJECT AND THE PROPRIETARY INFORMATION SHOWN HEREON IS NOT TO BETRANSMITTED TO ANY OTHER ORGANIZATION WITHOUT SPECIFIC AUTHORIZATION BY

GEOSTABILIZATION INTERNATIONAL. (GSI). THE DESIGN IS ONLY VALID IFCONSTRUCTED AND SUPERVISED BY GSI OR ITS AUTHORIZED SUBCONTRACTOR.

SHEET REVISIONSDATE NODESCRIPTION

PROJECT NAME:

SHEET TITLE:

DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: SHEET

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IFB 2UPDATED GCS & MICROPILES04/01/22

NOT FOR

CONSTRUCTIO

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C-12220190CO0104/01/22JPDEB

SHEAR SYSTEM CAP DETAILS

VILLAGE COURT APARTMENTS

A STANDARD DETAILSCALE: N.T.S.

S0.01GENERAL FOUNDATION & RETAINING WALLDETAILS

Checked By:

Designed by:

Drawn By:

Project Number:

Sheet

Revisions:

Issue Record:

GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A

P.O. BOX 97DURANGO,

COLORADO 81302(970) 247-1705

www.GoffEngineering.com

4-7-22

1-31-221-5-22

7-31-197-19-19

PHAS

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ADDENDUM #5

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T H E. GLA SCOCOL O R A D O R E G IS T ERED

P R O F E S S I O N A L E N G I NE E R

1

A C

2

1

2

A C

Checked By:

Designed by:

Drawn By:

Project Number:

Sheet

Revisions:

Issue Record:

GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A

P.O. BOX 97DURANGO,

COLORADO 81302(970) 247-1705

www.GoffEngineering.com

4-7-22

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P R O F E S S I O N A L E N G I NE E R

S0.02TRASH ENCLOSURE

A

A

55

22

33

B

B

44

G.1

G.1

H

H

J

J

D

D

E

E

C

C

11

66

B.1

B.1

F

F

G

G

3.13.13.23.2

A

5

6

B C D E F G G.1

4

3

2

1

JB.1 H

2.5

3.1

3.2

A B C D E G.1 H JB.1 F G

Checked By:

Designed by:

Drawn By:

Project Number:

Sheet

Revisions:

Issue Record:

GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A

P.O. BOX 97DURANGO,

COLORADO 81302(970) 247-1705

www.GoffEngineering.com

4-7-22

1-31-221-5-22

7-31-197-19-19

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P R O F E S S I O N A L E N G I NE E R

S1.00EEAST BUILDINGFOUNDATION PLAN

34

53.

13.

2

23

45

3.1

3.2

2.5

61

AA

5 23

BB

4

G.1

G.1

HH

JJ

DD

EE

CC

16

B.1

B.1

FF

GG

3.1

3.2

A

56

BC

DE

FG

G.1

4 3 2 1

JB

.1H

2.5

3.1

3.2

34

3.1

3.2

S2.00EEAST BUILDINGSECTIONS & DETAILS

Checked By:

Designed by:

Drawn By:

Project Number:

Sheet

Revisions:

Issue Record:

GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A

P.O. BOX 97DURANGO,

COLORADO 81302(970) 247-1705

www.GoffEngineering.com

4-7-22

1-31-221-5-22

7-31-197-19-19

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P R O F E S S I O N A L E N G I NE E R

23

45

3.1

3.2

2.5

61

23

45

3.1

3.2

2.5

61

23

45

3.1

3.2

2.5

61

S2.01EEAST BUILDINGSECTIONS & DETAILS

Checked By:

Designed by:

Drawn By:

Project Number:

Sheet

Revisions:

Issue Record:

GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A

P.O. BOX 97DURANGO,

COLORADO 81302(970) 247-1705

www.GoffEngineering.com

4-7-22

1-31-221-5-22

7-31-197-19-19

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P R O F E S S I O N A L E N G I NE E R

23

45

3.1

3.2

2.5

61

23

45

3.1

3.2

2.5

61

23

45

3.1

3.2

2.5

61

S2.02EEAST BUILDINGSECTIONS & DETAILS

Checked By:

Designed by:

Drawn By:

Project Number:

Sheet

Revisions:

Issue Record:

GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A

P.O. BOX 97DURANGO,

COLORADO 81302(970) 247-1705

www.GoffEngineering.com

4-7-22

1-31-221-5-22

7-31-197-19-19

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P R O F E S S I O N A L E N G I NE E R

S2.03EEAST BUILDINGSECTIONS & DETAILS

Checked By:

Designed by:

Drawn By:

Project Number:

Sheet

Revisions:

Issue Record:

GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A

P.O. BOX 97DURANGO,

COLORADO 81302(970) 247-1705

www.GoffEngineering.com

4-7-22

1-31-221-5-22

7-31-197-19-19

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P R O F E S S I O N A L E N G I NE E R

S2.04EEAST BUILDINGSECTIONS & DETAILS

Checked By:

Designed by:

Drawn By:

Project Number:

Sheet

Revisions:

Issue Record:

GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A

P.O. BOX 97DURANGO,

COLORADO 81302(970) 247-1705

www.GoffEngineering.com

4-7-22

1-31-221-5-22

7-31-197-19-19

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T H E. GLA SCOCOL O R A D O R E G IS T ERED

P R O F E S S I O N A L E N G I NE E R

S2.05EEAST BUILDINGSECTIONS & DETAILS

Checked By:

Designed by:

Drawn By:

Project Number:

Sheet

Revisions:

Issue Record:

GOFF ENGINEERING& SURVEYING, INC.126 ROCK POINTDRIVE SUITE A

P.O. BOX 97DURANGO,

COLORADO 81302(970) 247-1705

www.GoffEngineering.com

4-7-22

1-31-221-5-22

7-31-197-19-19

PHAS

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P R O F E S S I O N A L E N G I NE E R