B08_Att_2d_Drawings_(2-19-25).pdf

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10/09/2024

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C-48

DEMOLITION PLAN

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DESIGNED:

TCG/PRC

PRC

TECH. REVIEW:

GAW

DATE:

RESTORATION NOTES

1. EXCAVATED AREAS SHALL BE BACKFILLED TO REESTABLISH EXISTING OR PROPOSED GRADE.

2. DISTURBED AREAS SHALL BE SEEDED WITH THE APPROVED NATIVE SEED MIX TO REESTABLISH VEGETATION.

PREPARED BY

10/10/2024

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C-49

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PRC

TECH. REVIEW:

DATE:

MATC

H B

ASE B

ID

SEE S

HEET

C-7

UTILITY NOTES

1. ALL STORMWATER PIPING SHALL BE ADS N-12 HDPE, ADS HP-STORM PP, OR APPROVED EQUIVALENT.

2. ALL STORMWATER MANHOLES SHALL 72"Ø BOX BASE MANHOLES WITH 24"Ø RING & COVERS.

3. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.

4. PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM PIPE.

5. ANY WATER LINE CROSSING WITH LESS THAN 2' VERTICAL CLEARANCE SHALL HAVE A 6" LAYER OF EXTRUDED

POLYSTRENE FOAM (XPS) WRAPPED AROUND THE WATER MAIN TO A MINIMUM OF 5' ON EACH SIDE OF THE STORM PIPE.

GAW, SEC

PREPARED BY

10/10/2024

IS

SUE FOR FIN

AL

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C-50

OVERALL GRADING PLAN

CHACO CULTURE NATIONAL HISTORIC PARK

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TITLE OF SHEETSUB SHEET NO. DRAWING NO.

189893

PMIS/PKG NO.

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DESIGNED:

TCG/PRC

PRC

TECH. REVIEW:

DATE:

GAW, SEC

PREPARED BY

10/10/2024

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C-51

DETAILED GRADING PLAN

CHACO CULTURE NATIONAL HISTORIC PARK

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GROUTED RIPRAP RUNDOWN CHANNEL CENTERLINE PROFILE

GROUTED RIPRAP RUNDOWN CHANNEL & SEDIMENTATION BASIN

PLAN

4X VERTICAL EXAGGERATION

SECTION A-A

4X VERTICAL EXAGGERATION

SECTION B-B

4X VERTICAL EXAGGERATION

ACCESS ROAD CENTERLINE PROFILE

4X VERTICAL EXAGGERATION

135 DEG.

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DETAILED GRADING PROFILE

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RIPRAP RUNDOWN CHANNEL & SEDIMENTATION POND

GEOMETRIC PLAN

C-53

CLIN 9

GEOMETRIC PLAN

CHACO CULTURE NATIONAL HISTORIC PARK

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TITLE OF SHEETSUB SHEET NO. DRAWING NO.

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PMIS/PKG NO.

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DESIGNED:

TCG/PRC

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TECH. REVIEW:

DATE:

GAW, SEC

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STORM PIPE

PLAN

170 DEG.

M

AT

CH

B

AS

E

BI

D

SE

E

SH

EE

T C-

C-54

CLIN 9

STORM PIPE

PLAN & PROFILE (IN6 to IN4)

CHACO CULTURE NATIONAL HISTORIC PARK

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DESIGNED:

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PRC

TECH. REVIEW:

DATE:

GAW, SEC

NOTES

1. ALL STORMWATER PIPING SHALL BE ADS N-12 HDPE, ADS HP-STORM PP, OR APPROVED EQUIVALENT.

2. ALL STORMWATER MANHOLES SHALL 72"Ø BOX BASE MANHOLES WITH 24"Ø RING & COVERS.

3. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.

4. PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM PIPE.

5. ANY WATER LINE CROSSING WITH LESS THAN 2' VERTICAL CLEARANCE SHALL HAVE A 6" LAYER OF EXTRUDED

POLYSTRENE FOAM (XPS) WRAPPED AROUND THE WATER MAIN TO A MINIMUM OF 5' ON EACH SIDE OF THE STORM PIPE.

M

AT

C H

C

LI

N

SE

E

SH

EE

T C

-3

MATCH CLIN 8

SEE SHEET C-44

FOR PIPE PROFILES, REFER TO CLIN 7 & CLIN 8 SHEETS

PREPARED BY

10/10/2024

IS

SUE FOR FIN

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40237

C-55

CLIN9

DETAILS

CHACO CULTURE NATIONAL HISTORIC PARK

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PMIS/PKG NO.

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SHEET

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DESIGNED:

TCG/PRC

PRC

TECH. REVIEW:

GAW

DATE:

PREPARED BY

10/10/2024

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SUE FOR FIN

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GROUTED RIPRAP RUNDOWN CHANNEL

ISOMETRIC VIEW

(ONLY ONE COMPLETE SIDE SHOWN FOR CLARITY)

SCALE: NTS

SEDIMENTATION BASIN

ISOMETRIC VIEW

SCALE: NTS

OUTLET STRUCTURE

SCALE: NTS

GROUTED RIPRAP RUNDOWN CHANNEL - TYPICAL SECTION

SCALE: NTS

CONCRETE TRICKLE CHANNEL DOWEL

SCALE: NTS

LADDER STEP

SCALE: NTS

LADDER SURFACE

SCALE: NTS

LADDER SPACING

SCALE: NTS

WEIR/SPILLWAY CONNECTION

SCALE: NTS

MAINTENANCE ACCESS ROAD

SCALE: NTS

C-56

CLIN 9

DETAILS

CHACO CULTURE NATIONAL HISTORIC PARK

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TITLE OF SHEETSUB SHEET NO. DRAWING NO.

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PMIS/PKG NO.

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DESIGNED:

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PRC

TECH. REVIEW:

GAW

DATE:

PREPARED BY

10/10/2024

IS

SUE FOR FIN

AL

CONSTRUCTIO

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40237

W C

W C

BEDROOM 3

BEDROOM 2

BEDROOM 1

HALL

BATH 2

BATH 1

LAUNDRY

W.H.

KITCHEN

LIVING ROOM

WC

WC

WC

WC

LIVING ROOM

BEDROOM 2

HALL

LAUNDRY

BATH 1

BATH 2

BEDROOM 1

KITCHEN

MECH/W.H.

STORAGE

BEDROOM 2

LIVING ROOM

HALL

BATH 2

BATH 1

BEDROOM 1

MECH/W.H.

KITCHEN

LAUNDRY

CLO

WC

WC

WC

WC

WC

LIVING ROOM /

KITCHEN

BATH

HALL

LAUNDRY

MECH/ W.H

BEDROOM

STORAGE

LIVING ROOM

BEDROOM 2

KITCHEN

HALL

LAUDRY

MECH/W.H. BEDROOM 1

BATH 1

BATH 2

BEDROOM 2

LIVING ROOM

BATH 2

BATH 1

BEDROOM 1

KITCHEN

MECH/W.H.

LAUDRY

HALL

CLO

CLO

FF = 6199.18

FF = 6200.85

FF = 6197.63

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

SALVAGE STONE FROM MASONRY WALLS

SALVAGE STONE FROM MASONRY WALLS

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

L2.00

GRAVEL SCREENING

PATH

SEE CIVIL TO COORDINATE SEED MIX

PHASING. CLIN 7, 8, AND 9

SEE CIVIL TO COORDINATE SEED MIX

PHASING. CLIN 7, 8, AND 9

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

SALVAGE STONE FROM MASONRY WALLS

SALVAGE STONE FROM MASONRY WALLS

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

310250

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

JEB

BCS

ZC/SA/JEB

189893

ISS

UE

F

OR

F

INA

L

CO

NS

TR

UC

TIO

N

DO

CU

ME

NT

S

CHACO NATIONAL PARK REPLACE

OBSOLETE HOUSING10/10/2024

BASE LANDSCAPE PLAN

L1.00

NORTH

0' 180'60'30'

1" = 60'

SHEET

L1.01

SHEET

L1.02

SHEET

L1.03

1. CONTRACTOR RESPONSIBLE FOR FIELD LAYOUT OF

ALL NEW IMPROVEMENTS. DIGITAL FILES OF

GEOMETRIC INFORMATION WILL BE PROVIDED UPON

REQUEST IN AUTOCAD FORMAT. NO ADDITIONAL

PAYMENT WILL BE MADE FOR ADJUSTMENTS

NECESSARY TO CONSTRUCT THE WORK AS DRAWN.

2. CONTRACTOR RESPONSIBLE TO COORDINATE WORK

IN ORDER TO OBTAIN APPROVAL OF ALL LAYOUT BY

OWNERS REPRESENTATIVE PRIOR TO

CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE

MADE TO CORRECT WORK IF CONSTRUCTED

INCORRECTLY WITHOUT PRE-APPROVAL BY OWNERS

REPRESENTATIVE.

3. CONTRACTOR RESPONSIBLE TO MAINTAIN ALL

LAYOUT STAKES DURING CONSTRUCTION. NO

ADDITIONAL PAYMENT WILL BE MADE TO REPLACE

LAYOUT STAKES.

4. ALL WALLS ARE DIMENSIONED TO FACE OF WALL

UNLESS OTHERWISE NOTED.

5. ALL DIMENSIONS FROM ROADWAY ARE FROM BACK OF

CURB UNLESS OTHERWISE NOTED.

6. ALL CURVES AND RADII TO BE SMOOTH AND NOT

SEGMENTED.

7. CONTRACTOR TO PROVIDE LAYOUT STAKES EVERY 10

FEET MINIMUM FOR LARGE ARCS WHERE RADIUS

POINTS ARE NOT ACCESSIBLE.

8. ADJUSTMENT TO STAKE LOCATIONS DUE TO

DISCREPANCIES BETWEEN COORDINATES AND

DIMENSIONS IS INCIDENTAL TO THE CONTRACT. NO

ADDITIONAL PAYMENTS WILL BE MADE FOR THIS

WORK.

9. CONTRACTOR RESPONSIBLE TO TAKE DELIVERY,

ASSEMBLE AND INSTALL ALL MATERIALS AND

FURNISHINGS PER MANUFACTURER'S INSTRUCTIONS.

10.PLACE CONTROL AND EXPANSION JOINTS AS SHOWN

ON PLANS AND DETAILS FOR ALL CURBS, WALKS,

WALLS, STEPS, AND CONCRETE PAVING. WHERE

JOINTS ARE NOT SHOWN, PLACE CONTROL JOINTS A

MAXIMUM OF 10 FEET ON CENTER, EXPANSION JOINTS

A MAXIMUM OF 30 FEET ON CENTER, AND BETWEEN

ALL SEPARATE POURS.

11.SEED LIMIT LINE IS APPROXIMATE. SEED TO LIMITS OF

GRADING AND DISTURBANCE. CONTRACTOR

RESPONSIBLE FOR RESTORATION OF ANY

UNAUTHORIZED DISRUPTION OUTSIDE OF

DESIGNATED CONSTRUCTION AREA.

12.CONTRACTOR RESPONSIBLE FOR EROSION CONTROL

IN ALL SEEDED AREAS.

13.REFER TO SPECIFICATIONS FOR ADDITIONAL

CONDITIONS, STANDARDS AND NOTES.

LEGEND

CONCRETE PAVING, SEE

CIVIL DRAWINGS

NOTES

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

STONE WALL

PRIVACY FENCE

NATIVE SEED MIX

EJ EXPANSION JOINT, SEE

CIVIL DRAWINGS

064 of 155EXP 12/31/2024

W C

BEDROOM 3

BEDROOM 2

BEDROOM 1

HALL

BATH 2

BATH 1

LAUNDRY

W.H.

KITCHEN

LIVING ROOM

WC

WC

LIVING ROOM

BEDROOM 2

HALL

LAUNDRY

BATH 1

BATH 2

BEDROOM 1

KITCHEN

MECH/W.H.

STORAGE

CLO

FF = 6199.18

FF = 6197.63

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

5'

4'-4"

5'-9"

10'

29'-5 2"

'-1

11 2" 1'

-6

17'-2"

L2.00

1' STONE WALL

L2.00

2' STONE WALL

CONCRETE PAVING,

SEE CIVIL DRAWINGS

CONCRETE PAVING, SEE

CIVIL DRAWINGS

WALL HEIGHT TRANSITION, TYPICAL

32'-9 12 "

310250

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

JEB

BCS

ZC/SA/JEB

189893

ISS

UE

F

OR

F

INA

L

CO

NS

TR

UC

TIO

N

DO

CU

ME

NT

S

CHACO NATIONAL PARK REPLACE

OBSOLETE HOUSING10/10/2024

BASE LANDSCAPE

ENLARGEMENTL1.01

NORTH

30'10'5'0'

1" = 10'

1. CONTRACTOR RESPONSIBLE FOR FIELD LAYOUT OF

ALL NEW IMPROVEMENTS. DIGITAL FILES OF

GEOMETRIC INFORMATION WILL BE PROVIDED UPON

REQUEST IN AUTOCAD FORMAT. NO ADDITIONAL

PAYMENT WILL BE MADE FOR ADJUSTMENTS

NECESSARY TO CONSTRUCT THE WORK AS DRAWN.

2. CONTRACTOR RESPONSIBLE TO COORDINATE WORK

IN ORDER TO OBTAIN APPROVAL OF ALL LAYOUT BY

OWNERS REPRESENTATIVE PRIOR TO

CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE

MADE TO CORRECT WORK IF CONSTRUCTED

INCORRECTLY WITHOUT PRE-APPROVAL BY OWNERS

REPRESENTATIVE.

3. CONTRACTOR RESPONSIBLE TO MAINTAIN ALL

LAYOUT STAKES DURING CONSTRUCTION. NO

ADDITIONAL PAYMENT WILL BE MADE TO REPLACE

LAYOUT STAKES.

4. ALL WALLS ARE DIMENSIONED TO FACE OF WALL

UNLESS OTHERWISE NOTED.

5. ALL DIMENSIONS FROM ROADWAY ARE FROM BACK OF

CURB UNLESS OTHERWISE NOTED.

6. ALL CURVES AND RADII TO BE SMOOTH AND NOT

SEGMENTED.

7. CONTRACTOR TO PROVIDE LAYOUT STAKES EVERY 10

FEET MINIMUM FOR LARGE ARCS WHERE RADIUS

POINTS ARE NOT ACCESSIBLE.

8. ADJUSTMENT TO STAKE LOCATIONS DUE TO

DISCREPANCIES BETWEEN COORDINATES AND

DIMENSIONS IS INCIDENTAL TO THE CONTRACT. NO

ADDITIONAL PAYMENTS WILL BE MADE FOR THIS

WORK.

9. CONTRACTOR RESPONSIBLE TO TAKE DELIVERY,

ASSEMBLE AND INSTALL ALL MATERIALS AND

FURNISHINGS PER MANUFACTURER'S INSTRUCTIONS.

10.PLACE CONTROL AND EXPANSION JOINTS AS SHOWN

ON PLANS AND DETAILS FOR ALL CURBS, WALKS,

WALLS, STEPS, AND CONCRETE PAVING. WHERE

JOINTS ARE NOT SHOWN, PLACE CONTROL JOINTS A

MAXIMUM OF 10 FEET ON CENTER, EXPANSION JOINTS

A MAXIMUM OF 30 FEET ON CENTER, AND BETWEEN

ALL SEPARATE POURS.

11.SEED LIMIT LINE IS APPROXIMATE. SEED TO LIMITS OF

GRADING AND DISTURBANCE. CONTRACTOR

RESPONSIBLE FOR RESTORATION OF ANY

UNAUTHORIZED DISRUPTION OUTSIDE OF

DESIGNATED CONSTRUCTION AREA.

12.CONTRACTOR RESPONSIBLE FOR EROSION CONTROL

IN ALL SEEDED AREAS.

13.REFER TO SPECIFICATIONS FOR ADDITIONAL

CONDITIONS, STANDARDS AND NOTES.

LEGEND

CONCRETE PAVING, SEE

CIVIL DRAWINGS

NOTES

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

STONE WALL

PRIVACY FENCE

NATIVE SEED MIX

EJ EXPANSION JOINT, SEE

065 of 155EXP 12/31/2024

WC

WC

WC

LIVING ROOM

BEDROOM 2

HALL

LAUNDRY

BATH 1

BATH 2

BEDROOM 1

KITCHEN

MECH/W.H.

STORAGE

BEDROOM 2

LIVING ROOM

HALL

BATH 2

BATH 1

BEDROOM 1

MECH/W.H.

KITCHEN

LAUNDRY

CLO

WC

WC

WC

WC

WC

LIVING ROOM /

KITCHEN

BATH

HALL

LAUNDRY

MECH/ W.H

BEDROOM

STORAGE

LIVING ROOM

BEDROOM 2

KITCHEN

HALL

LAUDRY

MECH/W.H. BEDROOM 1

BATH 1

BATH 2

BEDROOM 2

LIVING ROOM

BATH 2

BATH 1

BEDROOM 1

KITCHEN

MECH/W.H.

LAUDRY

HALL

CLO

CLO

FF = 6199.18

FF = 6200.85

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

12'-3 2"

15'-3" 5'-1"

28'-3"

4'

5'5'

5'

4'-4"

L2.00

2' STONE WALL

L2.00

1' STONE WALL

L2.00

1' STONE WALL

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

CONCRETE PAVING, SEE CIVIL DRAWINGS

4'-5"

53'-3 12 "

5'-7"

5'-7" 14'-61

2" 5'-7" 8'-101

2" 5'-7" 18'-101

2"

5'-9"

2'-2"5'-7"

3'

3'

3'

3'

3'

3'

2'-7"

7'-4" 5'-9"

10'

5'-4 2"

18'

17'-9 2"

4'-2"

14'-8 2" 8'-11

12 "

5'-1 12 "

12'-10 12"

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

WALL HEIGHT TRANSITION,

TYPICAL

L2.02

PRIVACY FENCING

13' 5'-6" 10'

310250

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

JEB

BCS

ZC/SA/JEB

189893

ISS

UE

F

OR

F

INA

L

CO

NS

TR

UC

TIO

N

DO

CU

ME

NT

S

CHACO NATIONAL PARK REPLACE

OBSOLETE HOUSING10/10/2024

L1.02

NORTH

30'10'5'0'

1" = 10'

BASE LANDSCAPE

ENLARGEMENT

1. CONTRACTOR RESPONSIBLE FOR FIELD LAYOUT OF

ALL NEW IMPROVEMENTS. DIGITAL FILES OF

GEOMETRIC INFORMATION WILL BE PROVIDED UPON

REQUEST IN AUTOCAD FORMAT. NO ADDITIONAL

PAYMENT WILL BE MADE FOR ADJUSTMENTS

NECESSARY TO CONSTRUCT THE WORK AS DRAWN.

2. CONTRACTOR RESPONSIBLE TO COORDINATE WORK

IN ORDER TO OBTAIN APPROVAL OF ALL LAYOUT BY

OWNERS REPRESENTATIVE PRIOR TO

CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE

MADE TO CORRECT WORK IF CONSTRUCTED

INCORRECTLY WITHOUT PRE-APPROVAL BY OWNERS

REPRESENTATIVE.

3. CONTRACTOR RESPONSIBLE TO MAINTAIN ALL

LAYOUT STAKES DURING CONSTRUCTION. NO

ADDITIONAL PAYMENT WILL BE MADE TO REPLACE

LAYOUT STAKES.

4. ALL WALLS ARE DIMENSIONED TO FACE OF WALL

UNLESS OTHERWISE NOTED.

5. ALL DIMENSIONS FROM ROADWAY ARE FROM BACK OF

CURB UNLESS OTHERWISE NOTED.

6. ALL CURVES AND RADII TO BE SMOOTH AND NOT

SEGMENTED.

7. CONTRACTOR TO PROVIDE LAYOUT STAKES EVERY 10

FEET MINIMUM FOR LARGE ARCS WHERE RADIUS

POINTS ARE NOT ACCESSIBLE.

8. ADJUSTMENT TO STAKE LOCATIONS DUE TO

DISCREPANCIES BETWEEN COORDINATES AND

DIMENSIONS IS INCIDENTAL TO THE CONTRACT. NO

ADDITIONAL PAYMENTS WILL BE MADE FOR THIS

WORK.

9. CONTRACTOR RESPONSIBLE TO TAKE DELIVERY,

ASSEMBLE AND INSTALL ALL MATERIALS AND

FURNISHINGS PER MANUFACTURER'S INSTRUCTIONS.

10.PLACE CONTROL AND EXPANSION JOINTS AS SHOWN

ON PLANS AND DETAILS FOR ALL CURBS, WALKS,

WALLS, STEPS, AND CONCRETE PAVING. WHERE

JOINTS ARE NOT SHOWN, PLACE CONTROL JOINTS A

MAXIMUM OF 10 FEET ON CENTER, EXPANSION JOINTS

A MAXIMUM OF 30 FEET ON CENTER, AND BETWEEN

ALL SEPARATE POURS.

11.SEED LIMIT LINE IS APPROXIMATE. SEED TO LIMITS OF

GRADING AND DISTURBANCE. CONTRACTOR

RESPONSIBLE FOR RESTORATION OF ANY

UNAUTHORIZED DISRUPTION OUTSIDE OF

DESIGNATED CONSTRUCTION AREA.

12.CONTRACTOR RESPONSIBLE FOR EROSION CONTROL

IN ALL SEEDED AREAS.

13.REFER TO SPECIFICATIONS FOR ADDITIONAL

CONDITIONS, STANDARDS AND NOTES.

LEGEND

CONCRETE PAVING, SEE

CIVIL DRAWINGS

NOTES

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

STONE WALL

PRIVACY FENCE

NATIVE SEED MIX

EJ EXPANSION JOINT, SEE

066 of 155EXP 12/31/2024

WC

WC

BEDROOM 2

BATH 1

BATH 2

BEDROOM 1

STORAGE

BEDROOM 2

LIVING ROOM

HALL

BATH 2

BATH 1

BEDROOM 1

MECH/W.H.

KITCHEN

LAUNDRY

WC

WC

WC

WC

WC

LIVING ROOM /

KITCHEN

BATH

HALL

LAUNDRY

MECH/ W.H

BEDROOM

STORAGE

LIVING ROOM

BEDROOM 2

KITCHEN

HALL

LAUDRY

MECH/W.H. BEDROOM 1

BATH 1

BATH 2

BEDROOM 2

LIVING ROOM

BATH 2

BATH 1

BEDROOM 1

KITCHEN

MECH/W.H.

LAUDRY

HALL

CLO

CLO

FF = 6199.18

FF = 6200.85

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

L2.00

4'-8"

9'-6"

8'-8"

21'

5'

28'-3"

5'

15'-9"

4'

5'

L2.00

1' STONE WALL

L2.00

2' STONE WALL

CONCRETE PAVING, SEE

CIVIL DRAWINGS

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

GRAVEL SCREENING

PATH

L2.00

1' STONE WALL

23'-1"

14'-4 2"

49'-11"

44'-3"

10' 12' 5'-9" 2'-11

12 "

5'-7"

24'-7"

5'-7" 14'-11"

5'-7"

20'-2"

3'

3'

3'

5'-9" 6'-11

12 "

5'-9" 6'-11

12 " 3'

5'-7"

5'-7"

11'

5'-7"

5'-8"

5'-9"

8'

CONCRETE PAVING, SEE

CIVIL DRAWINGS

19'-11 12 "9'-5

12 "

4'-7"5'-7"

27'

22'-11"

L2.02

PRIVACY FENCING

L2.02

PRIVACY FENCING

10' 5'-9"

13'-3 12 "

310250

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

JEB

BCS

ZC/SA/JEB

189893

ISS

UE

F

OR

F

INA

L

CO

NS

TR

UC

TIO

N

DO

CU

ME

NT

S

CHACO NATIONAL PARK REPLACE

OBSOLETE HOUSING10/10/2024

L1.03

NORTH

30'10'5'0'

1" = 10'

BASE LANDSCAPE

ENLARGEMENT

1. CONTRACTOR RESPONSIBLE FOR FIELD LAYOUT OF

ALL NEW IMPROVEMENTS. DIGITAL FILES OF

GEOMETRIC INFORMATION WILL BE PROVIDED UPON

REQUEST IN AUTOCAD FORMAT. NO ADDITIONAL

PAYMENT WILL BE MADE FOR ADJUSTMENTS

NECESSARY TO CONSTRUCT THE WORK AS DRAWN.

2. CONTRACTOR RESPONSIBLE TO COORDINATE WORK

IN ORDER TO OBTAIN APPROVAL OF ALL LAYOUT BY

OWNERS REPRESENTATIVE PRIOR TO

CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE

MADE TO CORRECT WORK IF CONSTRUCTED

INCORRECTLY WITHOUT PRE-APPROVAL BY OWNERS

REPRESENTATIVE.

3. CONTRACTOR RESPONSIBLE TO MAINTAIN ALL

LAYOUT STAKES DURING CONSTRUCTION. NO

ADDITIONAL PAYMENT WILL BE MADE TO REPLACE

LAYOUT STAKES.

4. ALL WALLS ARE DIMENSIONED TO FACE OF WALL

UNLESS OTHERWISE NOTED.

5. ALL DIMENSIONS FROM ROADWAY ARE FROM BACK OF

CURB UNLESS OTHERWISE NOTED.

6. ALL CURVES AND RADII TO BE SMOOTH AND NOT

SEGMENTED.

7. CONTRACTOR TO PROVIDE LAYOUT STAKES EVERY 10

FEET MINIMUM FOR LARGE ARCS WHERE RADIUS

POINTS ARE NOT ACCESSIBLE.

8. ADJUSTMENT TO STAKE LOCATIONS DUE TO

DISCREPANCIES BETWEEN COORDINATES AND

DIMENSIONS IS INCIDENTAL TO THE CONTRACT. NO

ADDITIONAL PAYMENTS WILL BE MADE FOR THIS

WORK.

9. CONTRACTOR RESPONSIBLE TO TAKE DELIVERY,

ASSEMBLE AND INSTALL ALL MATERIALS AND

FURNISHINGS PER MANUFACTURER'S INSTRUCTIONS.

10.PLACE CONTROL AND EXPANSION JOINTS AS SHOWN

ON PLANS AND DETAILS FOR ALL CURBS, WALKS,

WALLS, STEPS, AND CONCRETE PAVING. WHERE

JOINTS ARE NOT SHOWN, PLACE CONTROL JOINTS A

MAXIMUM OF 10 FEET ON CENTER, EXPANSION JOINTS

A MAXIMUM OF 30 FEET ON CENTER, AND BETWEEN

ALL SEPARATE POURS.

11.SEED LIMIT LINE IS APPROXIMATE. SEED TO LIMITS OF

GRADING AND DISTURBANCE. CONTRACTOR

RESPONSIBLE FOR RESTORATION OF ANY

UNAUTHORIZED DISRUPTION OUTSIDE OF

DESIGNATED CONSTRUCTION AREA.

12.CONTRACTOR RESPONSIBLE FOR EROSION CONTROL

IN ALL SEEDED AREAS.

13.REFER TO SPECIFICATIONS FOR ADDITIONAL

CONDITIONS, STANDARDS AND NOTES.

LEGEND

CONCRETE PAVING, SEE

CIVIL DRAWINGS

NOTES

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

STONE WALL

PRIVACY FENCE

NATIVE SEED MIX

EJ EXPANSION JOINT, SEE

067 of 155EXP 12/31/2024

W C

BEDROOM 3

BEDROOM 2

BEDROOM 1

HALL

BATH 2

BATH 1

LAUNDRY

W.H.

KITCHEN

LIVING ROOM

WC

WC

WC

WC

LIVING ROOM

BEDROOM 2

HALL

LAUNDRY

BATH 1

BATH 2

BEDROOM 1

KITCHEN

MECH/W.H.

STORAGE

BEDROOM 2

LIVING ROOM

HALL

BATH 2

BATH 1

BEDROOM 1

MECH/W.H.

KITCHEN

LAUNDRY

CLO

WC

WC

WC

WC

WC

LIVING ROOM /

KITCHEN

BATH

HALL

LAUNDRY

MECH/ W.H

BEDROOM

STORAGE

LIVING ROOM

BEDROOM 2

KITCHEN

HALL

LAUDRY

MECH/W.H. BEDROOM 1

BATH 1

BATH 2

BEDROOM 2

LIVING ROOM

BATH 2

BATH 1

BEDROOM 1

KITCHEN

MECH/W.H.

LAUDRY

HALL

CLO

CLO

FF = 6199.18

FF = 6200.85

FF = 6197.63

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

SALVAGE STONE FROM MASONRY WALLS

SALVAGE STONE FROM MASONRY WALLS

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

L2.00

GRAVEL SCREENING

PATH

SEE CIVIL TO COORDINATE SEED MIX

PHASING. CLIN 7, 8, AND 9

SEE CIVIL TO COORDINATE SEED MIX

PHASING. CLIN 7, 8, AND 9

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

SALVAGE STONE FROM MASONRY WALLS

SALVAGE STONE FROM MASONRY WALLS

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

RESTORE ALL DISTURBED AREAS WITH

SEED MIX, TYPICAL, SEE SPECIFICATIONS

310250

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

JEB

BCS

ZC/SA/JEB

189893

ISS

UE

F

OR

F

INA

L

CO

NS

TR

UC

TIO

N

DO

CU

ME

NT

S

CHACO NATIONAL PARK REPLACE

OBSOLETE HOUSING10/10/2024

LANDSCAPE PLAN

- CLIN 6L1.10

NORTH

0' 180'60'30'

1" = 60'

SHEET

L1.11

SHEET

L1.12

SHEET

L1.13

1. CONTRACTOR RESPONSIBLE FOR FIELD LAYOUT OF

ALL NEW IMPROVEMENTS. DIGITAL FILES OF

GEOMETRIC INFORMATION WILL BE PROVIDED UPON

REQUEST IN AUTOCAD FORMAT. NO ADDITIONAL

PAYMENT WILL BE MADE FOR ADJUSTMENTS

NECESSARY TO CONSTRUCT THE WORK AS DRAWN.

2. CONTRACTOR RESPONSIBLE TO COORDINATE WORK

IN ORDER TO OBTAIN APPROVAL OF ALL LAYOUT BY

OWNERS REPRESENTATIVE PRIOR TO

CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE

MADE TO CORRECT WORK IF CONSTRUCTED

INCORRECTLY WITHOUT PRE-APPROVAL BY OWNERS

REPRESENTATIVE.

3. CONTRACTOR RESPONSIBLE TO MAINTAIN ALL

LAYOUT STAKES DURING CONSTRUCTION. NO

ADDITIONAL PAYMENT WILL BE MADE TO REPLACE

LAYOUT STAKES.

4. ALL WALLS ARE DIMENSIONED TO FACE OF WALL

UNLESS OTHERWISE NOTED.

5. ALL DIMENSIONS FROM ROADWAY ARE FROM BACK OF

CURB UNLESS OTHERWISE NOTED.

6. ALL CURVES AND RADII TO BE SMOOTH AND NOT

SEGMENTED.

7. CONTRACTOR TO PROVIDE LAYOUT STAKES EVERY 10

FEET MINIMUM FOR LARGE ARCS WHERE RADIUS

POINTS ARE NOT ACCESSIBLE.

8. ADJUSTMENT TO STAKE LOCATIONS DUE TO

DISCREPANCIES BETWEEN COORDINATES AND

DIMENSIONS IS INCIDENTAL TO THE CONTRACT. NO

ADDITIONAL PAYMENTS WILL BE MADE FOR THIS

WORK.

9. CONTRACTOR RESPONSIBLE TO TAKE DELIVERY,

ASSEMBLE AND INSTALL ALL MATERIALS AND

FURNISHINGS PER MANUFACTURER'S INSTRUCTIONS.

10.PLACE CONTROL AND EXPANSION JOINTS AS SHOWN

ON PLANS AND DETAILS FOR ALL CURBS, WALKS,

WALLS, STEPS, AND CONCRETE PAVING. WHERE

JOINTS ARE NOT SHOWN, PLACE CONTROL JOINTS A

MAXIMUM OF 10 FEET ON CENTER, EXPANSION JOINTS

A MAXIMUM OF 30 FEET ON CENTER, AND BETWEEN

ALL SEPARATE POURS.

11.SEED LIMIT LINE IS APPROXIMATE. SEED TO LIMITS OF

GRADING AND DISTURBANCE. CONTRACTOR

RESPONSIBLE FOR RESTORATION OF ANY

UNAUTHORIZED DISRUPTION OUTSIDE OF

DESIGNATED CONSTRUCTION AREA.

12.CONTRACTOR RESPONSIBLE FOR EROSION CONTROL

IN ALL SEEDED AREAS.

13.REFER TO SPECIFICATIONS FOR ADDITIONAL

CONDITIONS, STANDARDS AND NOTES.

14.CLIN 5 INCLUDES

14.1. CONCRETE PAVING TO REAR OF BUILDINGS

15.CLIN 6 INCLUDES

15.1. ORNAMENTAL FENCING AND GATES

LEGEND

CONCRETE PAVING, SEE

CIVIL DRAWINGS

NOTES

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

PRIVACY FENCE

FENCE - CLIN 6

STONE WALL

NATIVE SEED MIX

EJ EXPANSION JOINT, SEE

068 of 155EXP 12/31/2024

W C

BEDROOM 3

BEDROOM 2

BEDROOM 1

HALL

BATH 2

BATH 1

LAUNDRY

W.H.

KITCHEN

LIVING ROOM

WC

WC

LIVING ROOM

BEDROOM 2

HALL

LAUNDRY

BATH 1

BATH 2

BEDROOM 1

KITCHEN

MECH/W.H.

STORAGE

CLO

FF = 6199.18

FF = 6197.63

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

15'

4'

34'-9"

47'-3"

4' 11'

L2.01

WIRE MESH FENCING -

CLIN 6

310250

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

JEB

BCS

ZC/SA/JEB

189893

ISS

UE

F

OR

F

INA

L

CO

NS

TR

UC

TIO

N

DO

CU

ME

NT

S

CHACO NATIONAL PARK REPLACE

OBSOLETE HOUSING10/10/2024

LANDSCAPE ENLARGEMENT

- CLIN 6L1.11

NORTH

30'10'5'0'

1" = 10'

1. CONTRACTOR RESPONSIBLE FOR FIELD LAYOUT OF

ALL NEW IMPROVEMENTS. DIGITAL FILES OF

GEOMETRIC INFORMATION WILL BE PROVIDED UPON

REQUEST IN AUTOCAD FORMAT. NO ADDITIONAL

PAYMENT WILL BE MADE FOR ADJUSTMENTS

NECESSARY TO CONSTRUCT THE WORK AS DRAWN.

2. CONTRACTOR RESPONSIBLE TO COORDINATE WORK

IN ORDER TO OBTAIN APPROVAL OF ALL LAYOUT BY

OWNERS REPRESENTATIVE PRIOR TO

CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE

MADE TO CORRECT WORK IF CONSTRUCTED

INCORRECTLY WITHOUT PRE-APPROVAL BY OWNERS

REPRESENTATIVE.

3. CONTRACTOR RESPONSIBLE TO MAINTAIN ALL

LAYOUT STAKES DURING CONSTRUCTION. NO

ADDITIONAL PAYMENT WILL BE MADE TO REPLACE

LAYOUT STAKES.

4. ALL WALLS ARE DIMENSIONED TO FACE OF WALL

UNLESS OTHERWISE NOTED.

5. ALL DIMENSIONS FROM ROADWAY ARE FROM BACK OF

CURB UNLESS OTHERWISE NOTED.

6. ALL CURVES AND RADII TO BE SMOOTH AND NOT

SEGMENTED.

7. CONTRACTOR TO PROVIDE LAYOUT STAKES EVERY 10

FEET MINIMUM FOR LARGE ARCS WHERE RADIUS

POINTS ARE NOT ACCESSIBLE.

8. ADJUSTMENT TO STAKE LOCATIONS DUE TO

DISCREPANCIES BETWEEN COORDINATES AND

DIMENSIONS IS INCIDENTAL TO THE CONTRACT. NO

ADDITIONAL PAYMENTS WILL BE MADE FOR THIS

WORK.

9. CONTRACTOR RESPONSIBLE TO TAKE DELIVERY,

ASSEMBLE AND INSTALL ALL MATERIALS AND

FURNISHINGS PER MANUFACTURER'S INSTRUCTIONS.

10.PLACE CONTROL AND EXPANSION JOINTS AS SHOWN

ON PLANS AND DETAILS FOR ALL CURBS, WALKS,

WALLS, STEPS, AND CONCRETE PAVING. WHERE

JOINTS ARE NOT SHOWN, PLACE CONTROL JOINTS A

MAXIMUM OF 10 FEET ON CENTER, EXPANSION JOINTS

A MAXIMUM OF 30 FEET ON CENTER, AND BETWEEN

ALL SEPARATE POURS.

11.SEED LIMIT LINE IS APPROXIMATE. SEED TO LIMITS OF

GRADING AND DISTURBANCE. CONTRACTOR

RESPONSIBLE FOR RESTORATION OF ANY

UNAUTHORIZED DISRUPTION OUTSIDE OF

DESIGNATED CONSTRUCTION AREA.

12.CONTRACTOR RESPONSIBLE FOR EROSION CONTROL

IN ALL SEEDED AREAS.

13.REFER TO SPECIFICATIONS FOR ADDITIONAL

CONDITIONS, STANDARDS AND NOTES.

14.CLIN 5 INCLUDES

14.1. CONCRETE PAVING TO REAR OF BUILDINGS

15.CLIN 6 INCLUDES

15.1. ORNAMENTAL FENCING AND GATES

LEGEND

CONCRETE PAVING, SEE

CIVIL DRAWINGS

NOTES

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

PRIVACY FENCE

FENCE - CLIN 6

STONE WALL

NATIVE SEED MIX

EJ EXPANSION JOINT, SEE

069 of 155EXP 12/31/2024

WC

WC

LIVING ROOM

BEDROOM 2

HALL

LAUNDRY

BATH 1

BATH 2

BEDROOM 1

KITCHEN

MECH/W.H.

STORAGE

BEDROOM 2

LIVING ROOM

HALL

BATH 2

BATH 1

BEDROOM 1

MECH/W.H.

KITCHEN

LAUNDRY

CLO

WC

WC

WC

WC

WC

LIVING ROOM /

KITCHEN

BATH

HALL

LAUNDRY

MECH/ W.H

BEDROOM

STORAGE

LIVING ROOM

BEDROOM 2

KITCHEN

HALL

LAUDRY

MECH/W.H. BEDROOM 1

BATH 1

BATH 2

BEDROOM 2

LIVING ROOM

BATH 2

BATH 1

BEDROOM 1

KITCHEN

MECH/W.H.

LAUDRY

HALL

CLO

CLO

FF = 6199.18

FF = 6200.85

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

12'

L2.01

WIRE MESH FENCING -

CLIN 6

15'

27'-6"

4' 1'

12'

10'-21 2"

4' 13'-6"

L2.01

WIRE MESH FENCING -

CLIN 6

310250

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

JEB

BCS

ZC/SA/JEB

189893

ISS

UE

F

OR

F

INA

L

CO

NS

TR

UC

TIO

N

DO

CU

ME

NT

S

CHACO NATIONAL PARK REPLACE

OBSOLETE HOUSING10/10/2024

L1.12

NORTH

30'10'5'0'

1" = 10'

LANDSCAPE ENLARGEMENT

- CLIN 6

1. CONTRACTOR RESPONSIBLE FOR FIELD LAYOUT OF

ALL NEW IMPROVEMENTS. DIGITAL FILES OF

GEOMETRIC INFORMATION WILL BE PROVIDED UPON

REQUEST IN AUTOCAD FORMAT. NO ADDITIONAL

PAYMENT WILL BE MADE FOR ADJUSTMENTS

NECESSARY TO CONSTRUCT THE WORK AS DRAWN.

2. CONTRACTOR RESPONSIBLE TO COORDINATE WORK

IN ORDER TO OBTAIN APPROVAL OF ALL LAYOUT BY

OWNERS REPRESENTATIVE PRIOR TO

CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE

MADE TO CORRECT WORK IF CONSTRUCTED

INCORRECTLY WITHOUT PRE-APPROVAL BY OWNERS

REPRESENTATIVE.

3. CONTRACTOR RESPONSIBLE TO MAINTAIN ALL

LAYOUT STAKES DURING CONSTRUCTION. NO

ADDITIONAL PAYMENT WILL BE MADE TO REPLACE

LAYOUT STAKES.

4. ALL WALLS ARE DIMENSIONED TO FACE OF WALL

UNLESS OTHERWISE NOTED.

5. ALL DIMENSIONS FROM ROADWAY ARE FROM BACK OF

CURB UNLESS OTHERWISE NOTED.

6. ALL CURVES AND RADII TO BE SMOOTH AND NOT

SEGMENTED.

7. CONTRACTOR TO PROVIDE LAYOUT STAKES EVERY 10

FEET MINIMUM FOR LARGE ARCS WHERE RADIUS

POINTS ARE NOT ACCESSIBLE.

8. ADJUSTMENT TO STAKE LOCATIONS DUE TO

DISCREPANCIES BETWEEN COORDINATES AND

DIMENSIONS IS INCIDENTAL TO THE CONTRACT. NO

ADDITIONAL PAYMENTS WILL BE MADE FOR THIS

WORK.

9. CONTRACTOR RESPONSIBLE TO TAKE DELIVERY,

ASSEMBLE AND INSTALL ALL MATERIALS AND

FURNISHINGS PER MANUFACTURER'S INSTRUCTIONS.

10.PLACE CONTROL AND EXPANSION JOINTS AS SHOWN

ON PLANS AND DETAILS FOR ALL CURBS, WALKS,

WALLS, STEPS, AND CONCRETE PAVING. WHERE

JOINTS ARE NOT SHOWN, PLACE CONTROL JOINTS A

MAXIMUM OF 10 FEET ON CENTER, EXPANSION JOINTS

A MAXIMUM OF 30 FEET ON CENTER, AND BETWEEN

ALL SEPARATE POURS.

11.SEED LIMIT LINE IS APPROXIMATE. SEED TO LIMITS OF

GRADING AND DISTURBANCE. CONTRACTOR

RESPONSIBLE FOR RESTORATION OF ANY

UNAUTHORIZED DISRUPTION OUTSIDE OF

DESIGNATED CONSTRUCTION AREA.

12.CONTRACTOR RESPONSIBLE FOR EROSION CONTROL

IN ALL SEEDED AREAS.

13.REFER TO SPECIFICATIONS FOR ADDITIONAL

CONDITIONS, STANDARDS AND NOTES.

14.CLIN 5 INCLUDES

14.1. CONCRETE PAVING TO REAR OF BUILDINGS

15.CLIN 6 INCLUDES

15.1. ORNAMENTAL FENCING AND GATES

LEGEND

CONCRETE PAVING, SEE

CIVIL DRAWINGS

NOTES

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

PRIVACY FENCE

FENCE - CLIN 6

STONE WALL

NATIVE SEED MIX

EJ EXPANSION JOINT, SEE

070 of 155EXP 12/31/2024

WC

WC

BEDROOM 2

BATH 1

BATH 2

BEDROOM 1

STORAGE

BEDROOM 2

LIVING ROOM

HALL

BATH 2

BATH 1

BEDROOM 1

MECH/W.H.

KITCHEN

LAUNDRY

WC

WC

WC

WC

WC

LIVING ROOM /

KITCHEN

BATH

HALL

LAUNDRY

MECH/ W.H

BEDROOM

STORAGE

LIVING ROOM

BEDROOM 2

KITCHEN

HALL

LAUDRY

MECH/W.H. BEDROOM 1

BATH 1

BATH 2

BEDROOM 2

LIVING ROOM

BATH 2

BATH 1

BEDROOM 1

KITCHEN

MECH/W.H.

LAUDRY

HALL

CLO

CLO

FF = 6199.18

FF = 6200.85

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

L2.01

WIRE MESH FENCING -

CLIN 6

L2.01

WIRE MESH FENCING -

CLIN 6

8'

14'-101 2"

4' 7'-3"

9'-3"

4'

15'-2 2"

12'

7'-3" 4'

3'-0 2"

11'

L2.01

WIRE MESH FENCING -

CLIN 6

310250

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

JEB

BCS

ZC/SA/JEB

189893

ISS

UE

F

OR

F

INA

L

CO

NS

TR

UC

TIO

N

DO

CU

ME

NT

S

CHACO NATIONAL PARK REPLACE

OBSOLETE HOUSING10/10/2024

L1.13

NORTH

30'10'5'0'

1" = 10'

LANDSCAPE ENLARGEMENT

- CLIN 6

1. CONTRACTOR RESPONSIBLE FOR FIELD LAYOUT OF

ALL NEW IMPROVEMENTS. DIGITAL FILES OF

GEOMETRIC INFORMATION WILL BE PROVIDED UPON

REQUEST IN AUTOCAD FORMAT. NO ADDITIONAL

PAYMENT WILL BE MADE FOR ADJUSTMENTS

NECESSARY TO CONSTRUCT THE WORK AS DRAWN.

2. CONTRACTOR RESPONSIBLE TO COORDINATE WORK

IN ORDER TO OBTAIN APPROVAL OF ALL LAYOUT BY

OWNERS REPRESENTATIVE PRIOR TO

CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE

MADE TO CORRECT WORK IF CONSTRUCTED

INCORRECTLY WITHOUT PRE-APPROVAL BY OWNERS

REPRESENTATIVE.

3. CONTRACTOR RESPONSIBLE TO MAINTAIN ALL

LAYOUT STAKES DURING CONSTRUCTION. NO

ADDITIONAL PAYMENT WILL BE MADE TO REPLACE

LAYOUT STAKES.

4. ALL WALLS ARE DIMENSIONED TO FACE OF WALL

UNLESS OTHERWISE NOTED.

5. ALL DIMENSIONS FROM ROADWAY ARE FROM BACK OF

CURB UNLESS OTHERWISE NOTED.

6. ALL CURVES AND RADII TO BE SMOOTH AND NOT

SEGMENTED.

7. CONTRACTOR TO PROVIDE LAYOUT STAKES EVERY 10

FEET MINIMUM FOR LARGE ARCS WHERE RADIUS

POINTS ARE NOT ACCESSIBLE.

8. ADJUSTMENT TO STAKE LOCATIONS DUE TO

DISCREPANCIES BETWEEN COORDINATES AND

DIMENSIONS IS INCIDENTAL TO THE CONTRACT. NO

ADDITIONAL PAYMENTS WILL BE MADE FOR THIS

WORK.

9. CONTRACTOR RESPONSIBLE TO TAKE DELIVERY,

ASSEMBLE AND INSTALL ALL MATERIALS AND

FURNISHINGS PER MANUFACTURER'S INSTRUCTIONS.

10.PLACE CONTROL AND EXPANSION JOINTS AS SHOWN

ON PLANS AND DETAILS FOR ALL CURBS, WALKS,

WALLS, STEPS, AND CONCRETE PAVING. WHERE

JOINTS ARE NOT SHOWN, PLACE CONTROL JOINTS A

MAXIMUM OF 10 FEET ON CENTER, EXPANSION JOINTS

A MAXIMUM OF 30 FEET ON CENTER, AND BETWEEN

ALL SEPARATE POURS.

11.SEED LIMIT LINE IS APPROXIMATE. SEED TO LIMITS OF

GRADING AND DISTURBANCE. CONTRACTOR

RESPONSIBLE FOR RESTORATION OF ANY

UNAUTHORIZED DISRUPTION OUTSIDE OF

DESIGNATED CONSTRUCTION AREA.

12.CONTRACTOR RESPONSIBLE FOR EROSION CONTROL

IN ALL SEEDED AREAS.

13.REFER TO SPECIFICATIONS FOR ADDITIONAL

CONDITIONS, STANDARDS AND NOTES.

14.CLIN 5 INCLUDES

14.1. CONCRETE PAVING TO REAR OF BUILDINGS

15.CLIN 6 INCLUDES

15.1. ORNAMENTAL FENCING AND GATES

LEGEND

CONCRETE PAVING, SEE

CIVIL DRAWINGS

NOTES

CLIN 5 CONCRETE PAVING,

SEE CIVIL DRAWINGS

PRIVACY FENCE

FENCE - CLIN 6

STONE WALL

NATIVE SEED MIX

EJ EXPANSION JOINT, SEE

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COMPACTED SUBGRADE

FINISH GRADE

LOCAL RECLAIMED STONE.

MATCH EXISTING WALLS. SEE

PHOTOS

MORTAR STONE TOGETHER,

FILL ALL VOIDS WITH MORTAR

2' -0

1'-6"

SLOPE TOP SURFACE TO

OUTER EDGE. USE LARGE

STONES FOR TOP OF WALL

MORTAR JOINT, FLUSH WITH

FACE OF STONE. SEE

SPECIFICATIONS

COMPACTED AGGREGATE

BASE COURSE

MASONRY WEEP, 24" O.C.

6" 1'-6"

6"

2'-6"

3" 1'

-0

2' STONE WALL

3/4" = 1'-0"

COMPACTED SUBGRADE

FINISH GRADE

LOCAL RECLAIMED STONE.

MATCH EXISTING WALLS. SEE

PHOTOS

MORTAR STONE TOGETHER,

FILL ALL VOIDS WITH MORTAR

1' -0

1'-6"

SLOPE TOP SURFACE TO

OUTER EDGE. USE LARGE

STONES FOR TOP OF WALL

MORTAR JOINT, FLUSH WITH

FACE OF STONE. SEE

SPECIFICATIONS

COMPACTED AGGREGATE

BASE COURSE

MASONRY WEEP, 24" O.C.

1' STONE WALL

3/4" = 1'-0"

3"

1' -3

6" 1'-6" 6"

LANDSCAPE DETAILS

L2.00

TRANSITION BETWEEN WALL

HEIGHTS, TYPICAL

END OF WALL, TYPICAL

LAYING PATTERN, TYPICAL TOP OF WALL, TYPICAL

STONE WALL REFERENCE IMAGES

1" = 1'-0"

STONE RECLAMATION NOTES

1. STONE TO BE RECLAIMED FROM EXISTING STONE

WALLS TO BE DEMOLISHED. REFER TO REMOVALS

PLANS FOR LOCATIONS.

2. STONE TO BE CLEANED AND FREE OF ALL MORTAR /

GROUT PRIOR TO USE.

3" 6"

GRAVEL SCREENING PATH

1" = 1'-0"

1" ADJACENT MATERIAL

VARIES, SEE PLANS

(2) 24" STAKES, 32" O.C.

COMPACTED AGGREGATE

BASE COURSE

COMPACTED SUBGRADE

GRAVEL SCREENINGS.

MATCH EXISTING

GRAVEL

METAL EDGING

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LANDSCAPE DETAILS

L2.01

WIRE MESH FENCING - CLIN 6

1" = 1'-0"

4' 1'

-6

6" 1'

11 2" E

Q

E Q

E

Q

11 2"

11 4" M in

" M ax

4' 4'

FENCE ELEVATION FENCE SECTION GATE ELEVATION

3" 6"

3"

3" 3"

4'

3"

3" X 3" 16 GA. POWDER COATED STEEL

POST, POST TO EXTEND TO BOTTOM

OF GRAVEL BASE, TYP.

3" X 3" X 14" POWDER COATED FRAME,

MITER AND WELD CORNERS, DRILL 38"

HOLES PRIOR TO POWDER COATING,

TYP.

3" - 6 GA. POWDER COATED WELDED

WIRE MESH, WELD TO 3" FRAME PRIOR

TO POWDER COATING, TYP.

12" DIA. X 18" CONCRETE FOOTING, TYP.

FREE DRAİNİNG GRAVEL BASE MATERİAL, TYP.

COMPACTED SUBGRADE, TYP.

4" X 4" 16 GA. POWDER COATED GATE POST, POST

TO EXTEND TO BOTTOM OF GRAVEL BASE, TYP.

4"

1"

2" X 4" SQUARE TUBE 16 GA. POWDER COATED

STEEL FRAME MITER AND WELD CORNERS, TYP.

3" X 3" X 14" POWDER COATED FRAME, MITER AND

WELD CORNERS, DRİLL 38" HOLES PRIOR TO

POWDER COATING, TYP.

8" DIA. HOLES FOR 5

16" DİA. STAINLESS

STEEL SHEET METAL SCREWS, DRILL

HOLES PRIOR TO POWDER COATING, TYP.

CONCRETE

FOOTING, TYP.

AGGREGATE

BASE, TYP.

NOTES:

1. CONSTRUCT ALL PANEL ASSEMBLIES AND OTHER WELDED ITEMS PRIOR TO POWDER

COATING.

2. IF ANY TOUCH-UP IS NEEDED ON SITE, THE SURFACE SHALL BE GROUND DOWN TO BARE

METAL, CLEANED, A RUST INHIBITOR APPLIED, AND TWO COATS OF MARINE GRADE SPRAY

PAINT APPLIED TO MATCH POWDER COAT COLOR.

3. POWDERCOAT COLOR TO BE BLACK

ARCHITECTURAL

IRON DESIGNS

MAMMOTH 180 HINGE

WITH CLOSER OR

APPROVED EQUAL,

TYP 2 PER GATE

ARCHITECTURAL IRON DESIGNS LOCINOX

MORTISE GATE LOCK OR APPROVED EQUAL, TYP

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LANDSCAPE DETAILS

L2.02

PRIVACY FENCING

1" = 1'-0"

4' 1'

-6

6"

1'

11 2" E

Q

E Q

E

Q

11 2"

11 4" M in

" M ax

4'

FENCE ELEVATION FENCE SECTION

3"

3" 3"

3" X 3" 16 GA. POWDER COATED STEEL

POST, POST TO EXTEND TO BOTTOM

OF GRAVEL BASE, TYP.

3" X 3" X 14" POWDER COATED FRAME,

MITER AND WELD CORNERS, DRILL 38"

HOLES PRIOR TO POWDER COATING,

TYP.

FLAT WIRE WEAVE PANEL, 25% OPEN

AREA. WELD TO 3" FRAME PRIOR TO

POWDER COATING, TYP.

12" DIA. X 18" CONCRETE FOOTING, TYP.

FREE DRAINING GRAVEL BASE MATERIAL, TYP.

COMPACTED SUBGRADE, TYP.

8" DIA. HOLES FOR 5

16" DIA. STAINLESS STEEL

SHEET METAL SCREWS, DRILL HOLES PRIOR

TO POWDER COATING, TYP.

CONCRETE

FOOTING, TYP.

AGGREGATE

BASE, TYP.

NOTES:

1. CONSTRUCT ALL PANEL ASSEMBLIES AND OTHER WELDED ITEMS PRIOR TO POWDER

COATING.

2. IF ANY TOUCH-UP IS NEEDED ON SITE, THE SURFACE SHALL BE GROUND DOWN TO BARE

METAL, CLEANED, A RUST INHIBITOR APPLIED, AND TWO COATS OF MARINE GRADE SPRAY

PAINT APPLIED TO MATCH POWDER COAT COLOR.

3. POWDERCOAT COLOR TO BE BLACK

074 of 155EXP 12/31/2024

STRUCTURAL GENERAL NOTES

DIVISION 1 - GENERAL REQUIREMENTS

1.1 CONSTRUCTION MEANS AND METHODS

A. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB

SITE CONDITIONS DURING THE COURSE OF THE WORK, INCLUDING SAFETY

OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

B. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO

NOT INCLUDE THE METHOD OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE

ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.

SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING

FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES,

AND PARTIALLY COMPLETED WORK. TEMPORARY SUPPORTS REQUIRED FOR

STABILITY OF THE STRUCTURE DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION

SHALL BE DESIGNED AND PROVIDED BY CONTRACTOR.

1.2 SUBMITTALS

A. SUBMITTALS PREPARED BY SUBCONTRACTORS SHALL BE REVIEWED BY CONTRACTOR

PRIOR TO SUBMITTING TO GOVERNMENT.

B. PRODUCT DATA: FOR EACH TYPE OF MANUFACTURED MATERIAL AND PRODUCT

INDICATED IN CONSTRUCTION DOCUMENTS.

C. MATERIAL TEST REPORTS: FROM A QUALIFIED TESTING AGENCY INDICATING

AND INTERPRETING TEST RESULTS FOR COMPLIANCE WITH REQUIREMENTS

INDICATED, BASED ON COMPREHENSIVE TESTING OF CURRENT MATERIALS.

D. SHOP DRAWINGS: FOR EACH STRUCTURAL COMPONENT AS INDICATED ON CONSTRUCTION

DOCUMENTS.

E. WARRANTIES: SUBMIT MANUFACTURER'S AND INSTALLER'S SAMPLE WARRANTIES

FOR EACH TYPE OF MANUFACTURED MATERIAL AND PRODUCT INDICATED IN

CONSTRUCTION DOCUMENTS.

F. ALL SUBMITTALS REVIEWED BY GOVERNMENT ARE REVIEWED FOR GENERAL

CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL

COMPLIANCE WITH THE INFORMATION INCLUDED IN THE CONTRACT DOCUMENTS.

ANY ACTION INDICATED IS SUBJECT TO THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR CORRELATING AND CONFIRMING

DIMENSIONS AT THE JOB SITE, CHOICE OF FABRICATION PROCESSES AND

TECHNIQUES OF CONSTRUCTION, AND COORDINATION OF THE WORK WITH THAT

OF OTHER TRADES.

1.3 QUALITY REQUIREMENTS

A. REFERENCE TO STANDARD SPECIFICATIONS OR CODES OF ANY TECHNICAL

SOCIETY, ORGANIZATION, OR ASSOCIATION OR TO CODES OF LOCAL OR

STATE AUTHORITIES, SHALL MEAN THE STANDARDS IN EFFECT AS OF DATE

OF THE CONTRACT DOCUMENTS, UNLESS OTHERWISE NOTED.

B. DRAWINGS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH SPECIFICATIONS

OR CODES OF ANY TECHNICAL SOCIETY, ORGANIZATION, OR ASSOCIATION.

C. ALL OMISSIONS AND CONFLICTS WITHIN THE CONTRACT DOCUMENTS SHALL

BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE

PRIOR TO PROCEEDING WITH THE WORK.

F. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE.

ANY DISCREPANCIES BETWEEN THE CONDITIONS FOUND AND THOSE INDICATED

IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF

THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH

THE WORK.

E. NO PIPES, DUCTS, CHASES, ETC. SHALL BE PLACED IN STRUCTURAL BEAM,

FOUNDATIONS AND COLUMN MEMBERS NOR SHALL ANY STRUCTURAL MEMBER

BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED OTHERWISE. NOTIFY THE

CONTRACTING OFFICER'S REPRESENTATIVE WHEN DOCUMENTS BY OTHER DISCIPLINES

SHOW OPENINGS, POCKETS, ETC. NOT INDICATED IN THE STRUCTURAL DRAWINGS

BUT ARE LOCATED IN STRUCTURAL MEMBERS. CONTRACTOR SHALL OBTAIN

PRIOR WRITTEN APPROVAL FROM THE CONTRACTING OFFICER'S REPRESENTATIVE

FOR INSTALLATION OF SUCH PIPES, DUCTS, CHASES, ETC.

F. DETAILS LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS APPLY TO ALL

SITUATIONS OCCURRING ON PROJECT THAT ARE THE SAME OR SIMILAR TO

THOSE LOCATIONS SPECIFICALLY INDICATED. WHERE A DETAIL IS NOT INDICATED,

THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR CONDITIONS.

G. CONTRACTOR DESIGNED ELEMENTS SHALL BE DESIGNED BY LICENSED PROFESSIONAL

ENGINEERS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, DESIGN LOAD

DATA, SUPPORT REACTIONS, AND CERTIFICATION THAT ELEMENTS WERE DESIGNED

FOR LOADS SPECIFIED IN THE CONTRACT DOCUMENTS OR IN THE BUILDING

CODE. ALL DOCUMENTS NOTED SHALL BE SEALED BY THE LICENSED ENGINEER.

IF CRITERIA INDICATED ARE NOT SUFFICIENT, SUBMIT A WRITTEN REQUEST

FOR ADDITIONAL INFORMATION TO THE CONTRACTING OFFICER'S REPRESENTATIVE.

THE FOLLOWING ELEMENTS AND THEIR CONNECTIONS SHALL BE CONTRACTOR

DESIGNED:

1. STRUCTURAL INSULATED PANELS (SIPS) (OPTION 5)

1.4 STATEMENT OF SPECIAL INSPECTIONS

A. STRUCTURAL INSPECTIONS SHALL BE IN ACCORDANCE WITH CHAPTER 17 OF

THE 2021 INTERNATIONAL BUILDING CODE (IBC 2021).

1. THE CONTRACTOR SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO

PROVIDE INSPECTION DURING CONSTRUCTION ON THE TYPES OF WORK

LISTED UNDER SECTION 1705.

a. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL

DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE GOVERNMENT,

FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR

OPERATION REQUIRING SPECIAL INSPECTION.

b. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED

IN SECTION 110 OF THE 2021 IBC.

B. SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS:

1. CONCRETE CONSTRUCTION: REFER TO SECTION 1705.3 AND THE TABLE

ON S100.

2. SOILS: REFER TO SECTION 1705.6 AND THE TABLE ON S100.

1.5 STRUCTURAL SPECIAL INSPECTIONS

A. REFER TO ITEM 1.4.B.1 AND 1.4.B.2 ABOVE.

B. SPECIAL INSPECTION REPORTS SHALL BE FURNISHED TO THE GOVERNMENT.

DISCREPANCIES SHALL BE REPORTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE.

C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING THAT THE

STRUCTURAL WORK WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE,

PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

D. CONTRACTOR RESPONSIBILITY

1. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND

OR SESIMIC FORCE RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM

OR WIND OR SEISMIC RESISTING COMPONENT LISTED IN THE STATEMENT

OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF

RESPONSIBILITY TO THE GOVERNMENT PRIOR TO THE COMMENCEMENT OF

WORK ON THE SYSTEM OR COMPONENT.

2. THE CONTRACTOR’S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE

FOLLOWING

a. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS

CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS.

b. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN

CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY

THE GOVERNMENT.

c. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR’S

ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND

THE DISTRIBUTION OF THE REPORTS

d. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) PERFORMING

SPECIAL INSPECTIONS.

1.6 DESIGN CRITERIA:

A. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE THE INTERNATIONAL

BUILDING CODE, IBC, 2021 EDITION.

1. OCCUPANCY CATEGORY II

B. GRAVITY LOADS:

1. UNIFORM ROOF LIVE LOADS:

a. TYPICAL ROOF: 20 PSF

2. UNIFORM FLOOR LIVE LOADS (UNREDUCED):

a. RESIDENTIAL 40 PSF

3. SNOW:

a. GROUND SNOW 10.8 PSF

C. LATERAL LOADS:

1. WIND LOADS

a. BASIC WIND SPEED: 103 MPH

b. EXPOSURE: C

c. ENCLOSURE CLASSIFICATION: PARTIALLY ENCLOSED

d. INTERNAL PRESSURE COEFFICIENT: +/-0.55

2. EARTHQUAKE LOADS:

a. MAPPED SPECTRAL ACCELERATION AT SHORT PERIODS, SS: 0.168G

b. MAPPED SPECTRAL ACCELERATION AT 1-SECOND, S1: 0.059G

c. IMPORTANCE FACTOR: 1.00

d. SITE CLASS: D

e. SHORT PERIOD SITE COEFFICIENT, FA: 1.6

f. 1-SECOND PERIOD SITE COEFFICIENT, FV: 2.4

g. DESIGN SPECTRAL ACCELERATION AT SHORT PERIODS, SDS: 0.179G

h. DESIGN SPECTRAL ACCELERATION AT 1-SECOND, SD1: 0.095G

i. SEISMIC DESIGN CATEGORY: B

j. STRUCTURE:

1) BASIC STRUCTURAL SYSTEM: WOOD BEARING WALLS

2) SEISMIC RESISTING SYSTEM: WOOD SHEAR WALLS

3) RESPONSE MODIFICATION FACTOR, R: 6.5

4) DEFLECTION AMPLIFICATION FACTOR, CD: 4.0

5) SYSTEM OVERSTRENGTH FACTOR, OMEGA: 3.0

6) EQUIVALENT LATERAL FORCE PROCEDURE BASE SHEAR, V = 0.0275 X W

7) ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

DIVISION 2 - FOUNDATIONS

2.1 GENERAL

A. FOUNDATION DESIGN IS BASED UPON RECOMMENDATIONS IN THE GEOTECHNICAL

REPORT PREPARED BY TERRACON. DATED 07 FEBRUARY 2024.

B. CONTRACTOR'S GEOTECHNICAL CONSULTANT SHALL CERTIFY THE BEARING MEDIUM.

C. EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER.

D. THE EXISTING SUBGRADE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY.

2.2 FOOTINGS

A. OVEREXCAVATE AND RECOMPACT SITE SOILS A MINIMUM OF 2 FEET BENEATH

FOOTINGS AND IN ACCORDANCE WITH GEOTECHNICAL REPORT.

B. INDIVIDUAL SPREAD FOOTINGS AND CONTINUOUS FOOTINGS SHALL BEAR ON

COMPACTED ENGINEERED FILL WITH AN ALLOWABLE BEARING PRESSURE OF

2,000 PSF.

DIVISION 3 – CONCRETE

3.1 GENERAL

A. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-19 “BUILDING

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” AND ACI 301-20 “SPECIFICATIONS

FOR STRUCTURAL CONCRETE”.

3.2 REINFORCING

A. STEEL BARS FOR CONCRETE REINFORCEMENT SHALL CONFORM WITH THE FOLLOWING.

1. REINFORCING STEEL SHALL BE ASTM A 615, GRADE 60 DEFORMED BARS,

WITH A MINIMUM YIELD STRENGTH OF 60 KSI UNLESS NOTED OTHERWISE.

2. WELDED WIRE FABRIC SHALL BE ASTM A 884, CLASS A, AS-DRAWN, PLAIN

STEEL WIRE AND SHALL BE CONTACT LAP SPLICED TWO FULL WIRE SPACES.

3. REINFORCING, INCLUDING DOWELS, SHALL BE SECURELY TIED AND CAST

WITH THE LOWER MEMBER. PLACING REINFORCING AFTER CONCRETE HAS

BEEN PLACED IS NOT PERMITTED.

4. FIELD BENDING OF REINFORCING PARTIALLY EMBEDDED IN CONCRETE

IS NOT ALLOWED UNLESS SPECIFICALLY NOTED IN THE STRUCTURAL

DOCUMENTS OR APPROVED BY ENGINEER.

5. PROVIDE DOWELS FROM FOUNDATION THE SAME GRADE, SIZE, AND NUMBER

AS VERTICAL WALL REINFORCING, UNLESS NOTED OTHERWISE.

6. PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCING AT CORNERS

AND INTERSECTIONS.

7. MECHANICAL COUPLERS SHALL BE UNI-AXIAL TYPE OR EQUIVALENT CAPABLE

OF DEVELOPING 125% OF THE SPECIFIED TENSILE STRENGTH OF THE

SPLICED BAR.

3.3 CAST-IN-PLACE CONCRETE

A. REINFORCED CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE

STRENGTHS:

1. CLASS A 4,000 PSI NORMAL WEIGHT CONCRETE

2. CLASS B 4,000 PSI NORMAL WEIGHT CONCRETE

B. PLACE CONCRETE AS FOLLOWS:

1. CLASS A:

a. SLAB-ON-GRADE

2. CLASS B:

a. FOOTINGS

b. COLUMNS, WALLS

c. GIRDERS, BEAMS, STRUCTURAL SLABS

C. PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS:

1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH..................3”

2. CONCRETE EXPOSED TO EARTH OR WEATHER............. 2”

3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

a. SLABS AND WALLS.............................3/4”

b. BEAMS AND COLUMNS... ..................1-1/2”

D. CONSTRUCTION JOINTS IN WALLS SHALL BE KEYED AND PLACED AT LOCATIONS

APPROVED BY CONTRACTING OFFICER'S REPRESENTATIVE.

E. INTERFACE OF CONSTRUCTION JOINTS SHALL BE ROUGHENED TO A FULL AMPLITUDE

OF 1/4". SURFACE OF CONSTRUCTION JOINTS SHALL BE CLEAN AND FREE

OF LAITANCE. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, CONSTRUCTION

JOINTS SHALL BE WETTED AND STANDING WATER REMOVED.

F. SEE ARCHITECTURAL DRAWINGS FOR WATERSTOPS.

G. PROVIDE COMPRESSIBLE FILLER AND SEALANT IN SLAB-ON-GRADE AND WALL

AND COLUMN INTERFACES THAT ARE NOT DOWELED TOGETHER.

H. PROVIDE 3/4" CHAMFER AT THE CORNERS OF COLUMNS AND WALLS WITH ANGLES

OF 90 DEGREES OR LESS.

DIVISION 4 – MASONRY- NOT USED

DIVISION 5 – METALS - NOT USED

DIVISION 5 – WOOD

5.1 GENERAL

A. WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH ANSI/AWC NDS 2018

“NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,” AITC TIMBER

CONSTRUCTION MANUAL, 6TH EDITION, AND ANSI/AWC SDPWS 2021 “SPECIAL

PROVISIONS FOR WIND AND SEISMIC DESIGN.”

B. ALL WOOD SHALL BE STORED ON SITE TO PREVENT WARPING, CUPPING, BOWING,

CROOKING AND TWISTING. USE ONLY MATERIAL THAT IS STRAIGHT. ALL

WOOD SHALL BE HELD OFF THE GROUND WITH SACRIFICIAL DUNNAGE BLOCKS.

C. ALL LUMBER SHALL BE GRADE STAMPED BY THE APPROPRIATE GRADING AGENCY.

D. ALL WOOD BEAMS, JOISTS, AND COLUMNS SHALL BE SOUTHERN PINE #2 GRADE

LUMBER OR BETTER. ALL WOOD STUDS SHALL BE SOUTHERN PINE #2 GRADE

LUMBER OR BETTER

E. PROVIDE SOLID BLOCKING AT LEAST 2” THICK AND FULL DEPTH OF JOIST

AT ENDS AND AT EACH SUPPORT OF JOIST. PROVIDE APPROVED BRIDGING

AT A MAXIMUM OF 8’-0” BETWEEN SUPPORTS.

F. LAMINATED BUILT-UP BEAMS OF 2x MEMBERS 10” DEEP OR LESS SHALL BE NAILED TOGETHER WITH NOT LESS THAN 16d NAILS @12” O.C., STAGGERED.

USE 2-20d COMMON NAILS AT ALL SUPPORTS. 2x MEMBERS DEEPER THAN

10” SHALL BE BOLTED TOGETHER WITH ½” DIAMETER BOLTS @16” O.C., STAGGERED,

WITH 2 BOLTS AT ALL SUPPORTS.

G. ALL STRUCTURAL PLYWOOD, OR OSB, SHALL BE C-D EXPOSURE 1 GRADE OR

BETTER AND SHALL CONFORM TO STANDARDS OF PS 1-19 OF A.P.A., U.N.O.

H. ALL WOOD BEAMS AND HEADERS SHALL BEAR ON A MINIMUM OF 2 CRIPPLE

STUDS AT EACH END UNLESS NOTED OR SHOWN OTHERWISE.

I. NAILING OF MEMBERS SHALL CONFORM TO THE NAILING SCHEDULE IN THE

IBC TABLE 2304.10.2, U.N.O.

J. MANUFACTURED NAILS AND BOLTS SPECIFIED SHALL BE USED FOR SIMPSON

TYPE CONNECTORS.

K. SIMPSON TYPE CONNECTORS SHALL BE USED FOR ALL WOOD CONNECTIONS NOT

SPECIFICALLY DETAILED.

L. MANUFACTURED JOISTS SHALL BE ERECTED IN ACCORDANCE WITH MANUFACTURER’S

RECOMMENDATIONS

M. MANUFACTURED JOISTS SHALL BE DESIGNED TO SUPPORT THE MAXIMUM LOADS

INDICATED IN THE MANUFACTURER’S LOAD TABLES.

5.2 ENGINEERED WOOD PRODUCTS

A. MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS NOTE OTHERWISE:

1. LAMINATED-VENEER LUMBER: (LVL).

A. EXTREME FIBER STRESS IN BENDING, EDGEWISE: 2,600 PSI

FOR 12-INCH NOMINAL DEPTH MEMBERS.

B. MODULUS OF ELASTICITY, EDGEWISE: 1,900,000 PSI.

C. MANUFACTURED WITH EXTERIOR TYPE ADHESIVES.

5.3 SHEAR WALLS

A. 19/32” SHEATHING

1. BLOCKED UNLESS NOTED OTHERWISE.

B. ATTACH SHEATHING TO THE STUDS, BLOCKING, TOP AND BOTTOM PLATES

USING 10D NAILS SPACED AT 6” C/C AT PANEL EDGES AND 12” C/C

TO INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE.

C. ANCHOR SHEAR WALLS TO FOUNDATION WITH SIMPSON LTTP2 WITH (12) 0.148 x 1 1/2" NAILS

AND 5/8" DIAMETER F1554 GR. 36 HEAVY HEX HEAD ANCHOR BOLTS W/ 6" MIN EMBEDMENT.

LOCATE ANCHORS AT ENDS OF FULL-HEIGHT SHEAR WALL SEGMENTS AS SHOWN ON PLAN,

LOCATE ADDITIONAL INTERMEDIATE ANCHORS AT 32" O.C. MAX.

END OF STRUCTURAL GENERAL NOTES

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OBSOLETE HOUSING

GENERAL NOTES &

SPECIAL INSPECTIONSS100

10/10/2024ABS PROJECT NUMBER - 4927512 075 155

TY

P

1" M

AX

FLOOR JOIST (TYP)

HEADER & BM TO

MATCH JOIST (TYP)

REFERENCE ARCH FOR SIZE

& LOCATION OF CRAWL

SPACE ACCESS OPENINGS 3'-0" MAX

'-0

M

A X

INSTALL HANGERS &

BACKER BLOCKS AS REQ'D

BY MANUFACTURER (TYP)

2' - 0"

MAX

4' - 0" 2' - 0"

M

IN4"

M

AX

2'

0"

FO

R

J O

IS

T

AS

R

EQ

'D

ADD'L #4 VERT, HK

@ TOP, DWL INTO

FTG (TYP)

TYP

3"

ADD'L #4

HORIZ

3"

FTG REINF

NOT SHOWN

FDN

WALL

ACCESS

OPENING

HK INTERUPTED

BARS (TYP)

TYP

2"

WALL REINF

(TYP)

2' - 0" ≤ 1' - 4" 2' - 0"

FO

R

J O

IS

T

AS

R

EQ

'D

1'

4"

ADD'L #4 VERT, HK

@ TOP, DWL INTO

FTG (TYP)

FTG REINF

NOT SHOWN

DUCT

OPENING

HK INTERUPTED

BARS (TYP)

TYP

2"

ADD'L #4x2'-0" HK

EA END (TYP)

REQ'D FOR

OPENINGS ≥ 9"

ADD'L #4x3'-0"

HK EA END (TYP)

T/FTG T/FTG

FOUNDATION WALL REINFORCING @ CRAWL SPACE ACCESS OPENINGS FOUNDATION WALL REINFORCING @ MECHANICAL OPENINGS

NOTE:

REFERENCE MECHANICAL & ARCHITECTURAL FOR SIZE & LOCATION OF CRAWL SPACE ACCESS & DUCT OPENINGS

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TYPICAL DETAILS

S101

10/10/2024ABS PROJECT NUMBER - 4927512

NTSS101

1 TYPICAL CORNER REINFORCING FOR CONCRETE WALLS & FOUNDATIONS

NTSS101

3 TYPICAL FLOOR OPENING FOR CRAWL SPACE ACCESS

NTSS101

2 TYPICAL FOUNDATION WALL OPENING DETAILS

076 155

A

B C

35' - 11 3/4" 19' - 1 1/4"

/4

/4

4'

0"

55' - 1"

8" 35' - 3 3/4" 8" 17' - 9 1/4" 8"

8"

/4

8"

0"

8" 3'

4"

8"

S300

S300

S300

S300

S300

S300

S300

S300SIM

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OBSOLETE HOUSING

FOUNDATION PLAN

BUILDING AS200A

10/10/2024ABS PROJECT NUMBER - 4927512

1/4" = 1'-0"S200A

1 FOUNDATION PLAN - BUILDING A

N

PLAN NOTES:

1. SEE DETAILS FOR TOP OF FOOTING ELEVATION

2. PROVIDE OPENINGS IN FOUNDATION WALL FOR CRAWL SPACE ACCESS & MECHANICAL, REFERENCE…