W912QR24R0002_CERT_FINAL_Plans-0004.pdf

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CERTIFIED FINAL

SIDEWALKS).

EXCAVATED MATERIAL IN ANY NON-STRUCTURAL AREAS (LANDSCAPE AND

SPECIFICATION 31 00 00. BACKSLOPE NO STEEPER THAN 1H:1V. RE-USE

GROUNDWATER CONDITIONS MAY BE ENCOUTERED, REFER TO

OVER-EXCAVATION TO BE DETERMINED BASED ON SPECIFICATION 31 00 00.

FOR BIDDING PURPOSES, ASSUME EXCAVATION TO ELEVATION 862'. ACTUAL

OVER-EXCAVATE SOIL BELOW EXTENTS OF NEW BUILDING FOUNDATIONS. 14.

CONTRACTOR UPON CONFIRMATION OF APPROVAL OF COR.

DEMOLITION OF TELECOMMUNICATION LINES TO BE PERFORMED BY 13.

TREMIE GROUT.

THE TEMPORARY OBSERVATION WELLS SHALL BE DECOMMISIONED USING 12.

UNDERGROUND PRIOR TO CONSTRUCTION.

CONSTRUCTION. ANY REMAINING OVERHEAD UTILITIES TO BE MOVED

OVERHEAD ELECTRICAL LINES TO BE REMOVED BY UTILITY PRIOR TO 11.

CONSTRUCTION.

UNDERGROUND ELECTRICAL LINES TO BE REMOVED BY UTILITY PRIOR TO 10.

DEMOLITION OF EXISTING SITE AND UTILITIES

TO PROCEED. CONTRACTOR MUST BE RESPONSIBLE TO VERIFY THE

DEMOLITION SHOWN AS BY OTHERS WILL BE COMPLETED PRIOR TO NOTICE 9.

DEMOLITION OF EXISTING SITE AND UTILITIES.

CONSTRUCTION. CONTRACTOR MUST BE RESPONSIBLE TO VERIFY THE

DEMOLITION SHOWN AS BY OTHERS WILL BE COMPLETED PRIOR TO 8.

REMOVAL MUST BE SAWCUT FULL DEPTH.

PAVEMENT LAYOUT AND JOINTING PLAN. PAVEMENT DESIGNATED FOR

COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH PROPOSED 7.

UNINTERRUPTED SERVICE.

CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE

EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE

CONTRACTOR MUST COORDINATE WITH THE COR PRIOR TO REMOVAL OF 6.

LOCAL REGULATIONS.

BE DISPOSED OF OFF BASE IN ACCORDANCE WITH ALL FEDERAL, STATE AND

ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS MUST 5.

SURVEY RESULTS AS REQUIRED IN SPECIFICATION 02 41 00.

CONTRACTING OFFICER BASED ON THE SUBMITTED EXISTING CONDITIONS

DETERMINATIONS OF REPAIR RESPONSIBILITY WILL BE MADE BY THE

EXISTING STRUCTURES AND PAVEMENTS THAT ARE TO REMAIN.

CONTRACTOR MUST BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO 4.

USE.

STRIP TOPSOIL IN EXISTING TURF AREAS. STOCKPILE ON SITE FOR LATER 3.

CONSTRUCTION.

DEMOLITION MUST BE PROTECTED DURING DEMOLITION AND

EXISTING TREES, UTILITIES, AND SITE STRUCTURES NOT IDENTIFIED FOR 2.

RESPONSIBLE TO VERIFY ALL EXISITING UTILITIES.

PRIOR TO ANY AND ALL CONSTRUCTION, CONTRACTOR MUST BE 1.

GENERAL SHEET NOTES

CONTRACTOR WORK LIMITS

LEGEND

LINEAR REMOVAL, BY OTHERS

STRUCTURE REMOVAL, BY OTHERS

ITEM REMOVAL, BY OTHERS

PAVEMENT REMOVAL, BY OTHERS

SOUTH 10TH AVE

SOUTH 11TH AVE

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SCALE: 1"=60'

OVERALL DEMOLITION PLAN

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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U .S

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CERTIFIED FINAL

SIDEWALKS).

EXCAVATED MATERIAL IN ANY NON-STRUCTURAL AREAS (LANDSCAPE AND

SPECIFICATION 31 00 00. BACKSLOPE NO STEEPER THAN 1H:1V. RE-USE

GROUNDWATER CONDITIONS MAY BE ENCOUTERED, REFER TO

OVER-EXCAVATION TO BE DETERMINED BASED ON SPECIFICATION 31 00 00.

FOR BIDDING PURPOSES, ASSUME EXCAVATION TO ELEVATION 862'. ACTUAL

OVER-EXCAVATE SOIL BELOW EXTENTS OF NEW BUILDING FOUNDATIONS. 14.

CONTRACTOR UPON CONFIRMATION OF APPROVAL OF COR.

DEMOLITION OF TELECOMMUNICATION LINES TO BE PERFORMED BY 13.

TREMIE GROUT.

THE TEMPORARY OBSERVATION WELLS SHALL BE DECOMMISIONED USING 12.

UNDERGROUND PRIOR TO CONSTRUCTION.

CONSTRUCTION. ANY REMAINING OVERHEAD UTILITIES TO BE MOVED

OVERHEAD ELECTRICAL LINES TO BE REMOVED BY UTILITY PRIOR TO 11.

CONSTRUCTION.

UNDERGROUND ELECTRICAL LINES TO BE REMOVED BY UTILITY PRIOR TO 10.

DEMOLITION OF EXISTING SITE AND UTILITIES

TO PROCEED. CONTRACTOR MUST BE RESPONSIBLE TO VERIFY THE

DEMOLITION SHOWN AS BY OTHERS WILL BE COMPLETED PRIOR TO NOTICE 9.

DEMOLITION OF EXISTING SITE AND UTILITIES.

CONSTRUCTION. CONTRACTOR MUST BE RESPONSIBLE TO VERIFY THE

DEMOLITION SHOWN AS BY OTHERS WILL BE COMPLETED PRIOR TO 8.

REMOVAL MUST BE SAWCUT FULL DEPTH.

PAVEMENT LAYOUT AND JOINTING PLAN. PAVEMENT DESIGNATED FOR

COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH PROPOSED 7.

UNINTERRUPTED SERVICE.

CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE

EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE

CONTRACTOR MUST COORDINATE WITH THE COR PRIOR TO REMOVAL OF 6.

LOCAL REGULATIONS.

BE DISPOSED OF OFF BASE IN ACCORDANCE WITH ALL FEDERAL, STATE AND

ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS MUST 5.

SURVEY RESULTS AS REQUIRED IN SPECIFICATION 02 41 00.

CONTRACTING OFFICER BASED ON THE SUBMITTED EXISTING CONDITIONS

DETERMINATIONS OF REPAIR RESPONSIBILITY WILL BE MADE BY THE

EXISTING STRUCTURES AND PAVEMENTS THAT ARE TO REMAIN.

CONTRACTOR MUST BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO 4.

USE.

STRIP TOPSOIL IN EXISTING TURF AREAS. STOCKPILE ON SITE FOR LATER 3.

CONSTRUCTION.

DEMOLITION MUST BE PROTECTED DURING DEMOLITION AND

EXISTING TREES, UTILITIES, AND SITE STRUCTURES NOT IDENTIFIED FOR 2.

RESPONSIBLE TO VERIFY ALL EXISITING UTILITIES.

PRIOR TO ANY AND ALL CONSTRUCTION, CONTRACTOR MUST BE 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

UTILITY REMOVAL, BY OTHERS8.

NOT USED7.

BUILDING REMOVAL, BY OTHERS6.

CONCRETE PAVEMENT REMOVAL, BY OTHERS5.

REMOVAL, BY OTHERS

12" DIAMETER CORRUGATED METAL PIPE AND ASSOCIATED ENDWALLS 4.

SIGN, SIGNPOST, AND POST FOUNDATION REMOVAL, BY OTHERS3.

ACCESS RAMP REMOVAL, BY OTHERS2.

ASPHALT PAVEMENT REMOVAL, BY OTHERS1.

CONTRACTOR WORK LIMITS

LEGEND

LINEAR REMOVAL, BY OTHERS

STRUCTURE REMOVAL, BY OTHERS

ITEM REMOVAL, BY OTHERS

PAVEMENT REMOVAL, BY OTHERS

BLDG 1644

5 5

MAINTAIN CONNECTION OF SERVICE MAIN

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DEMOLITION PLAN

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MATCH LINE SEE SHEET CD103

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U .S

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CERTIFIED FINAL

SIDEWALKS).

EXCAVATED MATERIAL IN ANY NON-STRUCTURAL AREAS (LANDSCAPE AND

SPECIFICATION 31 00 00. BACKSLOPE NO STEEPER THAN 1H:1V. RE-USE

GROUNDWATER CONDITIONS MAY BE ENCOUTERED, REFER TO

OVER-EXCAVATION TO BE DETERMINED BASED ON SPECIFICATION 31 00 00.

FOR BIDDING PURPOSES, ASSUME EXCAVATION TO ELEVATION 862'. ACTUAL

OVER-EXCAVATE SOIL BELOW EXTENTS OF NEW BUILDING FOUNDATIONS. 14.

CONTRACTOR UPON CONFIRMATION OF APPROVAL OF COR.

DEMOLITION OF TELECOMMUNICATION LINES TO BE PERFORMED BY 13.

TREMIE GROUT.

THE TEMPORARY OBSERVATION WELLS SHALL BE DECOMMISIONED USING 12.

UNDERGROUND PRIOR TO CONSTRUCTION.

CONSTRUCTION. ANY REMAINING OVERHEAD UTILITIES TO BE MOVED

OVERHEAD ELECTRICAL LINES TO BE REMOVED BY UTILITY PRIOR TO 11.

CONSTRUCTION.

UNDERGROUND ELECTRICAL LINES TO BE REMOVED BY UTILITY PRIOR TO 10.

DEMOLITION OF EXISTING SITE AND UTILITIES

TO PROCEED. CONTRACTOR MUST BE RESPONSIBLE TO VERIFY THE

DEMOLITION SHOWN AS BY OTHERS WILL BE COMPLETED PRIOR TO NOTICE 9.

DEMOLITION OF EXISTING SITE AND UTILITIES.

CONSTRUCTION. CONTRACTOR MUST BE RESPONSIBLE TO VERIFY THE

DEMOLITION SHOWN AS BY OTHERS WILL BE COMPLETED PRIOR TO 8.

REMOVAL MUST BE SAWCUT FULL DEPTH.

PAVEMENT LAYOUT AND JOINTING PLAN. PAVEMENT DESIGNATED FOR

COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH PROPOSED 7.

UNINTERRUPTED SERVICE.

CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE

EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE

CONTRACTOR MUST COORDINATE WITH THE COR PRIOR TO REMOVAL OF 6.

LOCAL REGULATIONS.

BE DISPOSED OF OFF BASE IN ACCORDANCE WITH ALL FEDERAL, STATE AND

ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS MUST 5.

SURVEY RESULTS AS REQUIRED IN SPECIFICATION 02 41 00.

CONTRACTING OFFICER BASED ON THE SUBMITTED EXISTING CONDITIONS

DETERMINATIONS OF REPAIR RESPONSIBILITY WILL BE MADE BY THE

EXISTING STRUCTURES AND PAVEMENTS THAT ARE TO REMAIN.

CONTRACTOR MUST BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO 4.

USE.

STRIP TOPSOIL IN EXISTING TURF AREAS. STOCKPILE ON SITE FOR LATER 3.

CONSTRUCTION.

DEMOLITION MUST BE PROTECTED DURING DEMOLITION AND

EXISTING TREES, UTILITIES, AND SITE STRUCTURES NOT IDENTIFIED FOR 2.

RESPONSIBLE TO VERIFY ALL EXISITING UTILITIES.

PRIOR TO ANY AND ALL CONSTRUCTION, CONTRACTOR MUST BE 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

UTILITY REMOVAL, BY OTHERS8.

NOT USED7.

BUILDING REMOVAL, BY OTHERS6.

CONCRETE PAVEMENT REMOVAL, BY OTHERS5.

REMOVAL, BY OTHERS

12" DIAMETER CORRUGATED METAL PIPE AND ASSOCIATED ENDWALLS 4.

SIGN, SIGNPOST, AND POST FOUNDATION REMOVAL, BY OTHERS3.

ACCESS RAMP REMOVAL, BY OTHERS2.

ASPHALT PAVEMENT REMOVAL, BY OTHERS1.

CONTRACTOR WORK LIMITS

LEGEND

LINEAR REMOVAL, BY OTHERS

STRUCTURE REMOVAL, BY OTHERS

ITEM REMOVAL, BY OTHERS

PAVEMENT REMOVAL, BY OTHERS

E1 ON SHEET CS503

EXISTING AFTER DEMO. SEE DETAIL

REPLACE CONCRETE TO MATCH

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SCALE: 1"=20'

DEMOLITION PLAN

NORTH

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MATCH LINE SEE SHEET CD102

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SOUTH TENTH AVE

ELEV 867.13E 1,787,499.73N 734,985.61TB 2

SOUTH TENTH AVE

SOUTH TENTH AVE

SOUTH 10TH AVE

SPIKE IN PPELEV 869.69E 1,788,038.12N 735,166.13

ELEV 869.48E 1,788,211.55N 735,216.98DPW332

ELEV 870.37E 1,788,363.658N 735,213.513FM 3

SOUTH 10TH AVE

SOUTH J STR

EET

SOUTH HEAD

QUARTERS AV

E

SPIKE IN PPELEV. 871.18E. 1,788,068.31N. 735,462.90

SOUTH J STR

EET

SOUTH HEAD

QUARTERS AV

E

SOUTH 11TH AVE

SOUTH J STR

EET

SOUTH HEAD

QUARTERS AV

E

ELEV 867.585E 1787777.03N 735799.69FM2

ELEV 866.98E 1787678.12N 735865.09110

ELEVENTH STREET

ELEV 866.642E 1787525.72N 735772.96102

ELEV 865.954E 1787105.27N 735696.36100

ELEV 866.751E 1787279.45N 735806.87101

SOUTH TENTH AVE

FM3

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MW

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1501FY 22 TRANSIENT

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FY 20 TRANSIENT

TRAINING BARRACKS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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U .S

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CERTIFIED FINAL

DETAIL SHEETS CS500.

STRIP WITH A MINIMUM 12" WIDTH ON ALL SIDES. MOW STRIPS SHOWN IN

SURROUND ALL NEW FEATURES PLACED IN GRASS WITH A CONCRETE MOW 9.

SIDEWALKS).

EXCAVATED MATERIAL IN ANY NON-STRUCTURAL AREAS (LANDSCAPE AND

SPECIFICATION 31 00 00. BACKSLOPE NO STEEPER THAN 1H:1V. RE-USE

GROUNDWATER CONDITIONS MAY BE ENCOUTERED, REFER TO

OVER-EXCAVATION TO BE DETERMINED BASED ON SPECIFICATION 31 00 00.

FOR BIDDING PURPOSES, ASSUME EXCAVATION TO ELEVATION 862'. ACTUAL

OVER-EXCAVATE SOIL BELOW EXTENTS OF NEW BUILDING FOUNDATIONS. 8.

READY.

DEMOLITION, SECTION 3.1.1.1 GENERAL REQUIREMENTS TO ENSURE SITE IS

PRIOR TO ANY CONSTRUCTION ON SITE, REFER TO SPECIFICATION 02 41 00 7.

OPTION C, D, E, F REPLACE GRAVEL PAVEMENT WITH CONCRETE PAVEMENT6.

IS DRILLED

VIEW. DO NOT BEGIN BUILDING FOUNDATION WORK UNTIL ELEVATOR SHAFT

ELEVATOR SHAFT. ELEVATOR SHAFT COORDINATES ARE NOTED IN THE PLAN

COMPLETE EARTHWORK TO ESTABLISH BUILDING PAD, THEN DRILL 5.

REFER TO SHEETS CS401 THROUGH CS404 FOR CONCRETE JOINT PLANS.4.

REFER TO SHEET CS201 FOR PARKING LOT PROFILE.3.

FOR CONTRACTOR WORK LIMITS, REFER TO SHEET G-005.2.

PAVEMENT UNLESS OTHERWISE NOTED.

ALL DIMENSIONS ARE IN U.S. SURVEY FEET. DIMENSIONS ARE TO EDGE OF 1.

GENERAL SHEET NOTES

CONCRETE PAVEMENT, AS NOTED

CONTRACTOR WORK LIMITS

LEGEND

SEE DETAIL A1, SHEET CS501

CONCRETE SIDEWALK, TYPE "PEDESTRIAN";

SEE DETAIL A1, SHEET CS501

CONCRETE SIDEWALK, TYPE "FIRE LANE";

SOUTH 10TH AVE

SOUTH 11TH AVE

S O

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BARRACKS

TRAINING

TRANSIENT

FY23

CS102

CS103

CS101

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A1

SCALE: 1"=60'

OVERALL SITE PLAN

NORTH

PLAN

60' 120'0

A M

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ELEVENTH STREET

1644BLDG

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®of Engineers

US Army Corps

U .S

A

R M

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O R

P S

O F

E N

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IN

E E

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N O

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S c re e n

F u ll

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CERTIFIED FINAL

DETAIL SHEETS CS500.

STRIP WITH A MINIMUM 12" WIDTH ON ALL SIDES. MOW STRIPS SHOWN IN

SURROUND ALL NEW FEATURES PLACED IN GRASS WITH A CONCRETE MOW 9.

SIDEWALKS).

EXCAVATED MATERIAL IN ANY NON-STRUCTURAL AREAS (LANDSCAPE AND

SPECIFICATION 31 00 00. BACKSLOPE NO STEEPER THAN 1H:1V. RE-USE

GROUNDWATER CONDITIONS MAY BE ENCOUTERED, REFER TO

OVER-EXCAVATION TO BE DETERMINED BASED ON SPECIFICATION 31 00 00.

FOR BIDDING PURPOSES, ASSUME EXCAVATION TO ELEVATION 862'. ACTUAL

OVER-EXCAVATE SOIL BELOW EXTENTS OF NEW BUILDING FOUNDATIONS. 8.

READY.

DEMOLITION, SECTION 3.1.1.1 GENERAL REQUIREMENTS TO ENSURE SITE IS

PRIOR TO ANY CONSTRUCTION ON SITE, REFER TO SPECIFICATION 02 41 00 7.

OPTION C, D, E, F REPLACE GRAVEL PAVEMENT WITH CONCRETE PAVEMENT6.

IS DRILLED

VIEW. DO NOT BEGIN BUILDING FOUNDATION WORK UNTIL ELEVATOR SHAFT

ELEVATOR SHAFT. ELEVATOR SHAFT COORDINATES ARE NOTED IN THE PLAN

COMPLETE EARTHWORK TO ESTABLISH BUILDING PAD, THEN DRILL 5.

REFER TO SHEETS CS401 THROUGH CS404 FOR CONCRETE JOINT PLANS.4.

REFER TO SHEET CS201 FOR PARKING LOT PROFILE.3.

FOR CONTRACTOR WORK LIMITS, REFER TO SHEET G-005.2.

PAVEMENT UNLESS OTHERWISE NOTED.

ALL DIMENSIONS ARE IN U.S. SURVEY FEET. DIMENSIONS ARE TO EDGE OF 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

PAVEMENT, REFER TO DETAIL A1, SHEET CS501

SIDEWALK PAVEMENT; TYPE PEDESTRIAN. BASE BID IS CONCRETE 27.

ELEVATOR DRILL PIT; REFER TO GENERAL NOTE 5 FOR MORE INFORMATION26.

CONCRETE DUMPSTER PAD; REFER TO DETAIL M15, SHEET CS50425.

GRASS SHOULDER; REFER TO DETAIL G15, SHEET CG50124.

CURB TAPER; REFER TO DETAIL E7, SHEET CS50323.

CONCRETE PAVEMENT, REFER TO DETAIL A1, SHEET CS501

REFER TO DETAIL L4 ON SHEET CS502. OPTION C REPLACES GRAVEL WITH

SIDEWALK PAVEMENT; TYPE PEDESTRIAN. BASE BID IS GRAVEL PAVEMENT, 22.

CONCRETE PAVEMENT, REFER TO DETAIL A1, SHEET CS501.

REFER TO DETAIL L4 ON SHEET CS502. OPTION C REPLACES GRAVEL WITH

SIDEWALK PAVEMENT, TYPE FIRE LANE. BASE BID IS GRAVEL PAVEMENT, 21.

SHEET CS504

BOLLARD; REFER TO DETAIL C17, SHEET CS502; AND REFER TO DETAIL K7, 20.

TYPE PARKING; REFER TO DETAIL E1, SHEET CS503

SHEET CS502. OPTION D,E,F REPLACES GRAVEL WITH CONCRETE PAVEMENT,

PARKING LOT. BASE BID IS GRAVEL PAVEMENT, REFER TO DETAIL L4 ON 19.

NOT USED18.

NOT USED17.

SIGN, TYPE "STOP"; REFER TO DETAIL H17, SHEET CS50216.

PAVEMENT MARKING, TYPE "STOP BAR", WHITE THERMOPLASTIC, 12"15.

NOT USED14.

PAVEMENT MARKING, TYPE "NO PARKING"; REFER TO DETAIL A7, SHEET CS50313.

CS503

PAVEMENT MARKING, TYPE "CROSSWALK"; REFER TO DETAIL A13, SHEET 12.

REFER TO DETAIL E1, SHEET CS504

PAVEMENT MARKING TYPE "PARKING SPACE", WHITE 4";11.

SIDEWALK RAMP; REFER TO DETAIL E12, SHEET CS50310.

HEADER CURB; REFER TO DETAIL A1, SHEET CS5039.

CURB AND GUTTER; REFER TO DETAIL L12, SHEET CS5028.

12 BICYCLE RACKS ON EACH PAD.

CANOPY OVER CONCRETE PAD, REFER TO SPECIFICATION 05 50 13. PROVIDE

REFER TO DETAIL J1, SHEET CS503 AND SPECIFICATION 05 50 13. FOR

BICYCLE PAD,RACKS AND CANOPY; BASE BID IS CONCRETE PAVEMENT, 7.

SIGN, TYPE "NO SMOKING"; REFER TO DETAIL A9, SHEET CS5026.

FENCE; REFER TO ARCHITECHTURAL DETAILS5.

CABLE BARRIER; REFER TO DETAIL G1, SHEET CS5014.

DETAIL J13, SHEET CS501

CS502. OPTION C REPLACES GRAVEL WITH CONCRETE PAVEMENT, REFER TO

MOW STRIP; BASE BID IS GRAVEL PAVEMENT, REFER TO DETAIL L4 ON SHEET 3.

REFER TO DETAIL 1 SHEET S-503.

MECHANICAL PAD; BASE BID CONCRETE PAVEMENT, TYPE MECHANICAL PAD; 2.

511.

SHEET A-406. FOR BUILDING CONNECTION, REFER TO DETAIL 2 ON SHEET S-

TO DETAIL M1, SHEET CS501. FOR LAYOUT AND DIMENSIONS, REFER TO

STOOP; BASE BID CONCRETE PAVEMENT, TYPE STOOP. FOR SECTION REFER 1.

GRAVEL SHOULDER, SEE DETAIL J15, SHEET CS504

ON BASE AND OPTIONS

REFER TO KEYNOTES FOR DELINEATION

CONCRETE PAVEMENT, AS NOTED.

CONTRACTOR WORK LIMITS

LEGEND

PAVEMENT , TYPE "PEDESTRIAN"

REPLACES GRAVEL WITH CONCRETE SIDEWALK

BASE BID IS GRAVEL PAVEMENT. OPTION C

TYPE "FIRE LANE"

REPLACES GRAVEL WITH CONCRETE SIDEWALK,

BASE BID IS GRAVEL PAVEMENT. OPTION C

OPTION DELINEATION

PI

STA 0+57.44

N 735,801.27

E 1,787,860.78

PI

STA 0+63.44

N 735,795.34

E 1,787,861.71

POB

STA 0+00.00

N 735,858.01

E 1,787,851.82

P O

B

S T A

.0

N ,8 .4

E ,7 ,0 .6

P O

E

S T

A

.5

N

,7

.8

E ,7

,6

.1

P

CS

T A

.8

P T

S T

A

.8

P O

E

S T

A

.1

N

,6

.7

E ,7

,6

.6

P O

B

S T

A

.0

N

,6

.1

E ,7

,8

.6

REPLACE CONCRETE FLARE OUT TO MATCH EXISTING

N ,7

.9

,7

,6

.5

N 735,790.25

E 1,787,829.45

N ,8

,7 ,9

N 735,809.85

E 1,787,953.57

N 735,591.89

E 1,787,765.13 N 735,584.92

E 1,787,721.01

SPACE SETBACK

33' UNOBSTRUCTED

N 735,669.95

E 1,787,868.35 N 735,679.62

E 1,787,929.59

N 735,839.71

E 1,787,816.15 N 735,851.86

E 1,787,891.14

N 735,818.62

E 1,787,842.85

N 735,644.38

E 1,787,661.98

N 735,584.12

E 1,787,671.50

N 735,625.56

E 1,787,690.26

N 735,611.73

E 1,787,692.44

735,449.03

N 735,485.88

E 1,787,778.57

N 735,823.30

E 1,787,872.49

N 735,803.30

E 1,787,873.62

N 735,620.16

E 1,787,732.99

N 735,637.512

E 1,787,855.250

N 735,656.836

E 1,787,977.630

FY23

TRANSIENT

TRAINING

BARRACKS

TYP.

3' 3'

10'

6'

1'

18'

26'

18' 18'

26'

.8

.5

23'

R

R

23'

R23

R

3'

R

3'

R

R

3'

R

R

3' R

3' R

3' R

26'

SOUTH 11TH AVE

4'4'4'4'

4'4'4'4'

.3

6'

4'

6'

4'

28'

.8

36'18'

OPTION F- REPLACES GRAVEL PAVEMENT

WITH CONCRETE PAVEMENT

OPTION E- REPLACES GRAVEL PAVEMENT

WITH CONCRETE PAVEMENT

2'

2'2'

CS102

T

M

C C

O Y

W

I

C O

L L

E C

T

IV

E T

R A

IN

IN

G E

N L

IS

T

E D

B A

R R

A C

K S

E

A S

T

P N

F

Y

P

G

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G O

R Y

B S

A Y

L O

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A C

O M

B S

A N

S

U

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V

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L E

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M A

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G

J R

P

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L O

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L E

K

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E

P L

A N

NORTH

PLAN

20' 40'0

MATCH LINE SEE SHEET CS103

A1

SCALE: 1"=20'

SITE PLAN

A M

D T

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CO

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4+00

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

US Army Corps

U .S

A

R M

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O R

P S

O F

E N

G

IN

E E

R S

N O

V E

M B

E R

M B

A R

R Y

D S

L

R L

S c re e n

F u ll

S iz e .d s c ri p t.

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P D

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M il it a ry

\4

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S

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CERTIFIED FINAL

DETAIL SHEETS CS500.

STRIP WITH A MINIMUM 12" WIDTH ON ALL SIDES. MOW STRIPS SHOWN IN

SURROUND ALL NEW FEATURES PLACED IN GRASS WITH A CONCRETE MOW 9.

SIDEWALKS).

EXCAVATED MATERIAL IN ANY NON-STRUCTURAL AREAS (LANDSCAPE AND

SPECIFICATION 31 00 00. BACKSLOPE NO STEEPER THAN 1H:1V. RE-USE

GROUNDWATER CONDITIONS MAY BE ENCOUTERED, REFER TO

OVER-EXCAVATION TO BE DETERMINED BASED ON SPECIFICATION 31 00 00.

FOR BIDDING PURPOSES, ASSUME EXCAVATION TO ELEVATION 862'. ACTUAL

OVER-EXCAVATE SOIL BELOW EXTENTS OF NEW BUILDING FOUNDATIONS. 8.

READY.

DEMOLITION, SECTION 3.1.1.1 GENERAL REQUIREMENTS TO ENSURE SITE IS

PRIOR TO ANY CONSTRUCTION ON SITE, REFER TO SPECIFICATION 02 41 00 7.

OPTION C, D, E, F REPLACE GRAVEL PAVEMENT WITH CONCRETE PAVEMENT6.

IS DRILLED

VIEW. DO NOT BEGIN BUILDING FOUNDATION WORK UNTIL ELEVATOR SHAFT

ELEVATOR SHAFT. ELEVATOR SHAFT COORDINATES ARE NOTED IN THE PLAN

COMPLETE EARTHWORK TO ESTABLISH BUILDING PAD, THEN DRILL 5.

REFER TO SHEETS CS401 THROUGH CS404 FOR CONCRETE JOINT PLANS.4.

REFER TO SHEET CS201 FOR PARKING LOT PROFILE.3.

FOR CONTRACTOR WORK LIMITS, REFER TO SHEET G-005.2.

PAVEMENT UNLESS OTHERWISE NOTED.

ALL DIMENSIONS ARE IN U.S. SURVEY FEET. DIMENSIONS ARE TO EDGE OF 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

PAVEMENT, REFER TO DETAIL A1, SHEET CS501

SIDEWALK PAVEMENT; TYPE PEDESTRIAN. BASE BID IS CONCRETE 27.

ELEVATOR DRILL PIT; REFER TO GENERAL NOTE 5 FOR MORE INFORMATION26.

CONCRETE DUMPSTER PAD; REFER TO DETAIL M15, SHEET CS50425.

GRASS SHOULDER; REFER TO DETAIL G15, SHEET CG50124.

CURB TAPER; REFER TO DETAIL E7, SHEET CS50323.

CONCRETE PAVEMENT, REFER TO DETAIL A1, SHEET CS501

REFER TO DETAIL L4 ON SHEET CS502. OPTION C REPLACES GRAVEL WITH

SIDEWALK PAVEMENT; TYPE PEDESTRIAN. BASE BID IS GRAVEL PAVEMENT, 22.

CONCRETE PAVEMENT, REFER TO DETAIL A1, SHEET CS501.

REFER TO DETAIL L4 ON SHEET CS502. OPTION C REPLACES GRAVEL WITH

SIDEWALK PAVEMENT, TYPE FIRE LANE. BASE BID IS GRAVEL PAVEMENT, 21.

SHEET CS504

BOLLARD; REFER TO DETAIL C17, SHEET CS502; AND REFER TO DETAIL K7, 20.

TYPE PARKING; REFER TO DETAIL E1, SHEET CS503

SHEET CS502. OPTION D,E,F REPLACES GRAVEL WITH CONCRETE PAVEMENT,

PARKING LOT. BASE BID IS GRAVEL PAVEMENT, REFER TO DETAIL L4 ON 19.

NOT USED18.

NOT USED17.

SIGN, TYPE "STOP"; REFER TO DETAIL H17, SHEET CS50216.

PAVEMENT MARKING, TYPE "STOP BAR", WHITE THERMOPLASTIC, 12"15.

NOT USED14.

PAVEMENT MARKING, TYPE "NO PARKING"; REFER TO DETAIL A7, SHEET CS50313.

CS503

PAVEMENT MARKING, TYPE "CROSSWALK"; REFER TO DETAIL A13, SHEET 12.

REFER TO DETAIL E1, SHEET CS504

PAVEMENT MARKING TYPE "PARKING SPACE", WHITE 4";11.

SIDEWALK RAMP; REFER TO DETAIL E12, SHEET CS50310.

HEADER CURB; REFER TO DETAIL A1, SHEET CS5039.

CURB AND GUTTER; REFER TO DETAIL L12, SHEET CS5028.

12 BICYCLE RACKS ON EACH PAD.

CANOPY OVER CONCRETE PAD, REFER TO SPECIFICATION 05 50 13. PROVIDE

REFER TO DETAIL J1, SHEET CS503 AND SPECIFICATION 05 50 13. FOR

BICYCLE PAD,RACKS AND CANOPY; BASE BID IS CONCRETE PAVEMENT, 7.

SIGN, TYPE "NO SMOKING"; REFER TO DETAIL A9, SHEET CS5026.

FENCE; REFER TO ARCHITECHTURAL DETAILS5.

CABLE BARRIER; REFER TO DETAIL G1, SHEET CS5014.

DETAIL J13, SHEET CS501

CS502. OPTION C REPLACES GRAVEL WITH CONCRETE PAVEMENT, REFER TO

MOW STRIP; BASE BID IS GRAVEL PAVEMENT, REFER TO DETAIL L4 ON SHEET 3.

REFER TO DETAIL 1 SHEET S-503.

MECHANICAL PAD; BASE BID CONCRETE PAVEMENT, TYPE MECHANICAL PAD; 2.

511.

SHEET A-406. FOR BUILDING CONNECTION, REFER TO DETAIL 2 ON SHEET S-

TO DETAIL M1, SHEET CS501. FOR LAYOUT AND DIMENSIONS, REFER TO

STOOP; BASE BID CONCRETE PAVEMENT, TYPE STOOP. FOR SECTION REFER 1.

GRAVEL SHOULDER, SEE DETAIL J15, SHEET CS504

ON BASE AND OPTIONS

REFER TO KEYNOTES FOR DELINEATION

CONCRETE PAVEMENT, AS NOTED.

CONTRACTOR WORK LIMITS

LEGEND

PAVEMENT , TYPE "PEDESTRIAN"

REPLACES GRAVEL WITH CONCRETE SIDEWALK

BASE BID IS GRAVEL PAVEMENT. OPTION C

TYPE "FIRE LANE"

REPLACES GRAVEL WITH CONCRETE SIDEWALK,

BASE BID IS GRAVEL PAVEMENT. OPTION C

OPTION DELINEATION

POE

STA 5+44.32

N 735,320.35

E 1,787,936.71

FY23

TRANSIENT

TRAINING

BARRACKS

N 735,391.17

E 1,787,707.02

N 735,450.51

E 1,787,813.28

N 735,496.10

E 1,788,004.80

N 735,331.12

E 1,787,806.30

N 735,324.15

E 1,787,762.18

SPACE SETBACK

33' UNOBSTRUCTED

N 735,470.37

E 1,787,873.88

N 735,434.94

E 1,787,695.05

N 735,449.03

E 1,787,692.83

N 735,295.88

E 1,787,794.32

1,787,778.57

N 735,473.539

E 1,787,881.141 N 735,492.879

E 1,788,003.624

E1 ON SHEET CS503

EXISTING. SEE DETAIL

REPLACE CONCRETE TO MATCH

TYP.

.3

9'

3' 3'

10'

6'

30'

.0

18'

26'

18'18'

1'

26'

.5

8'

8'

3'

R

R

R

3'

R3' R

3' R

R

10'

36' 18'

OPTION E- REPLACES GRAVEL PAVEMENT

WITH CONCRETE PAVEMENT

OPTION D- REPLACES GRAVEL PAVEMENT

WITH CONCRETE PAVEMENT

CS103

T

M

C C

O Y

W

I

C O

L L

E C

T

IV

E T

R A

IN

IN

G E

N L

IS

T

E D

B A

R R

A C

K S

E

A S

T

P N

F

Y

P

G

R E

G O

R Y

B S

A Y

L O

R

A C

O M

B S

A N

S

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R

M A

R T

IN

L

U T

H E

R K

IN

G

J R

P

L

L O

U

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V

IL

L E

K

Y

IT

E

P L

A N

NORTH

PLAN

20' 40'0

MATCH LINE SEE SHEET CS102

A1

SCALE: 1"=20'

SITE PLAN

A M

D T

R

E V

IS

E

D G

E N

E R

A L

N O

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S A

N D

K E

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M O

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D F

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1 1

W

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R

R

R

R

R

R

EJ/TE

R

.4

E J /T

E

E J /T

E

.1

R R R

R R

R R

.1

R

2'

DUMPSTER PAD

SEE CS401 FOR

ENTRANCE DETAIL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

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B Y

C H

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K E

D B

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D R

A W

N B

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D E

S

IG

N E

D B

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C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

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S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

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T

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A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

N O

V E

M B

E R

M B

A R

R Y

D S

L

R L

S c re e n

F u ll

S iz e .d s c ri p t.

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P

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M il it a ry

\4

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CERTIFIED FINAL

CONSTRUCTION JOINTS.

CONTRACTION JOINT. REFER TO DETAIL A5 SHEET CS504 FOR TRANSVERSE

CONSTRUCTION JOINTS WHERE THERE WOULD ALREADY BE A PLANNED

TIME FOR THE CONCRETE TO START TO SET. LOCATE TRANSVERSE

THE PLACING OF CONCRETE IS DISCONTINUED A SUFFICIENT LENGTH OF

PAVING OPERATION AND AT OTHER POINTS WITHIN A PAVING LANE WHERE

INSTALL TRANSVERSE CONSTRUCTION JOINTS AT THE END OF EACH DAY'S 4.

CONSTRUCTION EQUIPMENT CAPABILITY.

SEPARATE SUCCESSIVELY PLACED PAVING LANES, DEPENDENT ON

CONSTRUCTION JOINTS. PROVIDE LONGITUDINAL CONSTRUCTION JOINTS TO

THE PLAN SHOWS A MINIMUM CONFIGURATION FOR LONGITUDINAL 3.

MANHOLES, AND OTHER STRUCTURES AS NOTED ON THE PLANS.

PLACE EXPANSIONS JOINTS AROUND ALL BUILDINGS, CATCH BASINS, 2.

AND DETAILS.

REFER TO DETAIL A1 SHEET CS501 FOR SIDEWALK JOINT REQUIREMENTS 1.

GENERAL SHEET NOTES

LEGEND

CONTRACTION JOINT; DETAIL A5, SHEET CS504

EXPANSION JOINT; DETAIL A5, SHEET CS504

DETAIL A5, SHEET CS504

EXPANSION JOINT / THICKENED EDGE;

REINFORCED PANEL; DETAIL F13, SHEET CS503R

CJ

EJ

EJ/TE

NEW CONCRETE PAVEMENT. SEE CS SHEETS

EXISTING CONCRETE PAVEMENT

EXISTING JOINT

DETAIL A5, SHEET CS504

LONGITUDINAL CONSTRUCTION JOINT;

LCJ

TIED JOINT; DETAIL A5, SHEET CS504TJ

SOUTH 11TH AVE

10'9'9'11'11'11'11'11'10'10'10'11'

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12' 13' 13' 13' 13' 12'

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CERTIFIED FINAL

CONSTRUCTION JOINTS.

CONTRACTION JOINT. REFER TO DETAIL A5 SHEET CS504 FOR TRANSVERSE

CONSTRUCTION JOINTS WHERE THERE WOULD ALREADY BE A PLANNED

TIME FOR THE CONCRETE TO START TO SET. LOCATE TRANSVERSE

THE PLACING OF CONCRETE IS DISCONTINUED A SUFFICIENT LENGTH OF

PAVING OPERATION AND AT OTHER POINTS WITHIN A PAVING LANE WHERE

INSTALL TRANSVERSE CONSTRUCTION JOINTS AT THE END OF EACH DAY'S 4.

CONSTRUCTION EQUIPMENT CAPABILITY.

SEPARATE SUCCESSIVELY PLACED PAVING LANES, DEPENDENT ON

CONSTRUCTION JOINTS. PROVIDE LONGITUDINAL CONSTRUCTION JOINTS TO

THE PLAN SHOWS A MINIMUM CONFIGURATION FOR LONGITUDINAL 3.

MANHOLES, AND OTHER STRUCTURES AS NOTED ON THE PLANS.

PLACE EXPANSIONS JOINTS AROUND ALL BUILDINGS, CATCH BASINS, 2.

AND DETAILS.

REFER TO DETAIL A1 SHEET CS501 FOR SIDEWALK JOINT REQUIREMENTS 1.

GENERAL SHEET NOTES

LEGEND

CONTRACTION JOINT; DETAIL A5, SHEET CS504

EXPANSION JOINT; DETAIL A5, SHEET CS504

DETAIL A5, SHEET CS504

EXPANSION JOINT / THICKENED EDGE;

REINFORCED PANEL; DETAIL F13, SHEET CS503R

CJ

EJ

EJ/TE

NEW CONCRETE PAVEMENT. SEE CS SHEETS

EXISTING CONCRETE PAVEMENT

EXISTING JOINT

DETAIL A5, SHEET CS504

LONGITUDINAL CONSTRUCTION JOINT;

LCJ

TIED JOINT; DETAIL A5, SHEET CS504TJ

.8

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JOINT PLANOPTION C, OPTION E AND OPTION F

1"=10'SCALE:

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MATCH LINE SEE SHEET CS404

MATCH LINE SEE SHEET CS402

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CERTIFIED FINAL

CONSTRUCTION JOINTS.

CONTRACTION JOINT. REFER TO DETAIL A5 SHEET CS504 FOR TRANSVERSE

CONSTRUCTION JOINTS WHERE THERE WOULD ALREADY BE A PLANNED

TIME FOR THE CONCRETE TO START TO SET. LOCATE TRANSVERSE

THE PLACING OF CONCRETE IS DISCONTINUED A SUFFICIENT LENGTH OF

PAVING OPERATION AND AT OTHER POINTS WITHIN A PAVING LANE WHERE

INSTALL TRANSVERSE CONSTRUCTION JOINTS AT THE END OF EACH DAY'S 4.

CONSTRUCTION EQUIPMENT CAPABILITY.

SEPARATE SUCCESSIVELY PLACED PAVING LANES, DEPENDENT ON

CONSTRUCTION JOINTS. PROVIDE LONGITUDINAL CONSTRUCTION JOINTS TO

THE PLAN SHOWS A MINIMUM CONFIGURATION FOR LONGITUDINAL 3.

MANHOLES, AND OTHER STRUCTURES AS NOTED ON THE PLANS.

PLACE EXPANSIONS JOINTS AROUND ALL BUILDINGS, CATCH BASINS, 2.

AND DETAILS.

REFER TO DETAIL A1 SHEET CS501 FOR SIDEWALK JOINT REQUIREMENTS 1.

GENERAL SHEET NOTES

LEGEND

CONTRACTION JOINT; DETAIL A5, SHEET CS504

EXPANSION JOINT; DETAIL A5, SHEET CS504

DETAIL A5, SHEET CS504

EXPANSION JOINT / THICKENED EDGE;

REINFORCED PANEL; DETAIL F13, SHEET CS503R

CJ

EJ

EJ/TE

NEW CONCRETE PAVEMENT. SEE CS SHEETS

EXISTING CONCRETE PAVEMENT

EXISTING JOINT

DETAIL A5, SHEET CS504

LONGITUDINAL CONSTRUCTION JOINT;

LCJ

TIED JOINT; DETAIL A5, SHEET CS504TJ

11' 10' 10' 10' 11' 11' 11' 11' 9'

.8

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1"=10'SCALE: 10' 20'0

NORTH

PLAN

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CO

BLDG

INV EL. 858.15

10" PVC

RIM EL = 867.69

18" PVC

4" SANITARY

1" GAS

2" WATER

WATER

ABANDONED

WATER

ABANDONED

ABANDONED WATER

SANITARY

ABANDONED

4" GAS

10" PVC

10" PVC

RIM EL = 868.04

INV EL. = 859.29

10" PVC

FY23

TRANSIENT

TRAINING

BARRACKS

TO COMPLETE LOOP

TWO EXISTING VALVES

WATER LINE BETWEEN

CONTRACTOR TO EXTEND

PIV

EX-MH-1-2

N 735,421.73

E 1,787,862.27

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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CERTIFIED FINAL

(MUTCD), LATEST EDITION.

ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

THE CLOSED LANE PROVIDE ONE LANE TEMPORARY TRAFFIC CONTROL IN

ONE LANE OF TRAFFIC AT ALL TIMES, DO NOT FULLY CLOSE THE ROAD. FOR

FOR UTILITY CONNECTIONS UNDER SOUTH 10TH AVENUE, MAINTAIN AT LEAST 11.

PAVEMENT.

MINIMIZE THE AMOUNT OF TRENCHING DISTURBANCE TO THE EXISTING

UTILITY CONNECTION IS REQUIRED UNDER AN EXISTING PAVEMENT,

IN HORIZONTAL DIRECTIONALLY DRILLED UTILITY SEGMENTS, WHERE A 10.

DETAIL SHEETS.

PAD WITH A MINIMUM 12" WIDTH ON ALL SIDES. MOW PADS SHOWN IN CU

SURROUND ALL NEW FEATURES PLACED IN GRASS WITH A CONCRETE MOW 9.

FOR TELECOMMUNICATION LOCATION, SEE COMMUNICATION SITE PLAN.8.

FOR POWER LINE LOCATION, SEE ELECTRCAL SITE PLAN.7.

SEWER SERVICE. TIE IN SHALL BE LIVE TAPPED.

CONSTRUCTED BY THE CONTRACTOR TO PROVIDE CONTINUOUS SANITARY

SANITARY SEWER CONSTRUCTION SHALL BE SEQUENCED AND 6.

EXISTING.

CONTRACTOR SHALL BE RESPONSIBLE FOR TIE-IN OF NEW WATER LINES TO 5.

EMAIL: EDWARD.R.PRZYTARSKI@XCELENERGY.COM

SCHEDULE. THE CONTACT AT XCEL FOR THIS WORK IS EDWARD PRZYTARSKI.

CONTRACTOR SHALL COORDINATE WITH XCEL FOR LOCATIONS, SIZING, AND

PROVIDED BY GAS COMPANY (XCEL ENERGY). METER TO PROVIDE 5200 CFH.

GAS SERVICE LINE, METER, AND CONNECTION TO EXISTING LINE SHALL BE 4.

OUTAGE.

AND THE CONTRACTING OFFICER 14 CALENDAR DAYS PRIOR TO THE

ANY UTILITY OUTAGES SHALL BE COORDINATED WITH THE UTILITY COMPANY 3.

FEATURES. ACTUAL LOCATION SHALL BE VERIFIED BY THE CONTRACTOR.

LOCATIONS OF EXISTING UTILITIES PROVIDED FROM BASE MAPS AND VISIBLE 2.

NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO INSTALLATION.

VERIFYING ALL EXISTING UTILITIES. THE CONTRACTING OFFICER SHALL BE

CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL UTILITIES AND FIELD 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

EXISTING PAVEMENT IN ACCORDANCE WITH SPECIFICATION 33 05 23.13

HORIZONTALLY DIRECTIONALLY DRILL NEW UTILITY PIPE UNDERNEATH 14.

WATER VALVE13.

HOT TAP GAS CONNECTION (BY OTHERS)12.

SANITARY MANHOLE; DETAIL A1 ON SHEET CU50311.

DOMESTIC WATER SERVICE LINE, 6" DIAMETER, PVC10.

GAS METER BY OTHERS9.

GAS LINE BY OTHERS8.

WATER LINE EXTENSION POINT7.

2 WITH VALVE; DETAIL F1, SHEET CU50FIRE HYDRANT6.

FIRE WATER LINE, 8" DIAMETER, PVC5.

WATER MAIN, 8" DIAMETER, PVC4.

1DETAIL A13, SHEET CU50

;CONNECT NEW SANITARY LINE TO EXISTING MANHOLE3.

1; DETAIL A1, SHEET CU50SANITARY CLEANOUT2.

8" SANITARY SEWER LINE1.

LEGEND

PROPOSED WATER LINE

PROPOSED GAS LINE

PROPOSED SANITARY LINE

EXISTING FIBER OPTIC LINE

PIV

SANITARY MANHOLE

SANITARY CLEANOUT

GAS METER

POST INDICATOR VALVE

FIRE HYDRANT

WATER VALVE VAULT

EXISTING COMMUNICATIONS LINE

EXISTING ELECTRICAL LINE

S

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SCALE: 1"=20'

UTILITY PLAN

NORTH

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MATCH LINE SEE SHEET CU102

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FY 22 TRANSIENT

TRAINING BARRACKS

FY 20 TRANSIENT

TRAINING BARRACKS

SOUTH 11TH AVE.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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CERTIFIED FINAL

STATIONS. CONDUIT RUNS NOT SHOWN ON SHEETS FOR CLARITY.

CHARGING STATIONS LOCATIONS IS INTENDED TO FEED TWO CHARGING

EACH CONDUIT RUN SHOWN ON SHEET ES504 FROM THE EVHHS TO THE EV

EV CHARGING STATION LOCATIONS SHOWN IN PARKING LOT NEAR EVHHS. 3.

EXTERIOR DISTRIBUTION WORK TO BE COORDINATED WITH XCEL ENERGY.2.

WITH THE FORT MCCOY NETWORK ENTERPRISE CENTER (NEC).

ALL OUTSIDE PLANT (OSP) COMMUNICATIONS WORK TO BE COORDINATED 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

UNDERGROUND ELECTRICAL PRIMARY

LEGEND

UNDERGROUND ELECTRICAL SECONDARY

UNDERGROUND FIBER OPTICS

UNDERGROUND COMMUNICATIONS

BARRACKS

TRAINING

TRANSIENT

FY23

ES101

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OVERALL ELECTRICAL SITE PLAN

1"=60'SCALE:

ES102

ES103 ES104

CONSTRUCTION LIMITS

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US Army Corps

U .S

A

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CERTIFIED FINAL

STATIONS. CONDUIT RUNS NOT SHOWN ON SHEETS FOR CLARITY.

CHARGING STATIONS LOCATIONS IS INTENDED TO FEED TWO CHARGING

EACH CONDUIT RUN SHOWN ON SHEET ES504 FROM THE EVHHS TO THE EV

EV CHARGING STATION LOCATIONS SHOWN IN PARKING LOT NEAR EVHHS. 3.

EXTERIOR DISTRIBUTION WORK TO BE COORDINATED WITH XCEL ENERGY.2.

WITH THE FORT MCCOY NETWORK ENTERPRISE CENTER (NEC).

ALL OUTSIDE PLANT (OSP) COMMUNICATIONS WORK TO BE COORDINATED 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

UNDERGROUND ELECTRICAL PRIMARY

LEGEND

UNDERGROUND ELECTRICAL SECONDARY

UNDERGROUND FIBER OPTICS

UNDERGROUND COMMUNICATIONS

FY23

TRANSIENT

TRAINING

BARRACKS

ES102

T

M

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1ELECTRICAL SITE PLAN

1"=20'SCALE:

EV CHARGING STATION LOCATION15.

CONDUIT. PLACE RED STUB MARKER ABOVE GROUND OVER THE CAPPED ENDS.

BARRACKS WHERE OPEN ENDS ARE TO BE CAPPED. PLACE PULL WIRES IN EACH

(2) 6" CONDUIT DUCTBANK. CONDUITS TO BE LAID IN THE GROUND TO END OF 14.

FOR DUCT DETAIL AND BUTTERFLY DIAGRAMS.

(3) 1-1/4" PVC 40 DUCTBANK BETWEEN EVHH-1 AND EVHH-2. SEE SHEET ES504 13.

FOR DUCT DETAIL AND BUTTERFLY DIAGRAMS.

(5) 1-1/4" PVC 40 DUCTBANK BETWEEN EVHH-1 AND EVHH-3. SEE SHEET ES504 12.

FOR DUCT DETAIL AND BUTTERFLY DIAGRAMS.

(3) 1-1/4" PVC 40 DUCTBANK BETWEEN EVHH-3 AND EVHH-4. SEE SHEET ES504 11.

DETAIL ON ES503 FOR DUCTBANK. (TYPICAL)

PARKING LOT LIGHTING SHALL CONNECT TO 2/C #8 -#10 G IN 1-1/2" CONDUIT. SEE 10.

FOR DETAIL. (TYPICAL)

MOUNT OUTDOOR LUMINAIR TO 30' ALUMINUM LIGHTING POLE. SEE SHEET ES502 9.

EVHH-4. SEE SHEET ES504 FOR BUTTERFLY DIAGRAM.8.

EVHH-3. SEE SHEET ES504 FOR BUTTERFLY DIAGRAM.7.

EVHH-1. SEE SHEET ES504 FOR BUTTERFLY DIAGRAM.6.

SCHEDULE.

CIRCUITS. SEE SHEET ES504 FOR DUCTBANK DETAIL. SEE SHEET E-50X FOR PANEL

ELECTRICAL VEHICLE INFRUSTRUCTURE DUCTBANK. (10) 1-1/2" CONDUITS W/ EV 5.

PEDESTAL.

COMMUNICATIONS ROOM. OTHERS (NEC) TO TERMINATE IN THE MANHOLE AND

TELEPHONE CABLE AND FIBER OPTICE CABLES FROM THE MANHOLE TO THE

INNERDUCT AND BE PROVIDED WITH PULLWIRES. OTHERS (NEC) TO PROVIDE COPPER

THE REMAINDER OF THE RUN. EACH DUCT IS REQUIRED TO HAVE 3-CELL, 1-INCH

THE RUN UNDER ROADWAYS. ROAD CUTS ARE NOT PERMITTED. CONCRETE ENCASE

TELECOMMUNICATIONS ROOM. UTILIZE DIRECTIONAL BORING FOR ALL PORTIONS OF

FOUR-WAY, 4-INCH DUCT BANK FROM MANHOLE TO 1ST FLOOR 4.

AT THE TRANSFORMER AND SCC.

350 KCMIL, EACH SET IN 4" CONDUIT. XCEL ENERGY TO COMPLETE FINAL CONNECTION

PROVIDE SECONDARY SERVICE ENTRANCE FEEDERS AND INSTALL 4 SETS OF 4-3.

REFER TO COORDINATION MATRIX ON LEGEND SHEET ES001.

SERVICE CONNECTION CABINET (SCC) ON CONTRACTOR PROVIDED CONCRETE PAD.

SERVICE TRANSFORMER BY XCEL ENERGY AND CONTRACTOR PROVIDED 2.

DUCT. PRIMARY CABLING WILL BE PROVIDED AND INSTALLED BY XCEL ENERGY.

TWO-WAY, 6-INCH, CONCRETE ENCASED DUCTBANK. INSTALL PULLWIRE IN EACH 1.

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FY 22 TRANSIENT

E1 ON SHEET CS503

EXISTING. SEE DETAIL

REPLACE CONCRETE TO MATCH

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STATIONS. CONDUIT RUNS NOT SHOWN ON SHEETS FOR CLARITY.

CHARGING STATIONS LOCATIONS IS INTENDED TO FEED TWO CHARGING

EACH CONDUIT RUN SHOWN ON SHEET ES504 FROM THE EVHHS TO THE EV

EV CHARGING STATION LOCATIONS SHOWN IN PARKING LOT NEAR EVHHS. 3.

EXTERIOR DISTRIBUTION WORK TO BE COORDINATED WITH XCEL ENERGY.2.

WITH THE FORT MCCOY NETWORK ENTERPRISE CENTER (NEC).

ALL OUTSIDE PLANT (OSP) COMMUNICATIONS WORK TO BE COORDINATED 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

UNDERGROUND ELECTRICAL PRIMARY

LEGEND

UNDERGROUND ELECTRICAL SECONDARY

UNDERGROUND FIBER OPTICS

UNDERGROUND COMMUNICATIONS

ES103

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A1

ELECTRICAL SITE PLAN 2

1"=20'SCALE:

EV CHARGING STATION LOCATION.9.

INDICATED ON PLANS. COORDINATED WITH COR.

THE SIX ADDITIONAL LIGHTING POLES TO BE INSTALLED UNDER THIS PROJECT AS

BARRACKS PROJECT. CONTRACTOR TO INTERCEPT LIGHTING CIRCUIT AND EXTEND TO

EXISTING PARKING LOT LIGHTING CIRCUIT ASSOCIATED WITH THE SOUTHERN 8.

G IN 1-1/2" CONDUIT. SEE DETAIL ON ES503 FOR DUCTBANK. (TYPICAL)

PARKING LOT LIGHTING POLE. CONNECT POLES TO EACH OTHER WITH 2/C #8 -#10 7.

EVHH-2. SEE SHEET ES504 FOR BUTTERFLY DIAGRAM.6.

FOR DUCT DETAIL AND BUTTERFLY DIAGRAMS.

(3) 1-1/2" PVC 40 DUCTBANK BETWEEN EVHH-1 AND EVHH-2. SEE SHEET ES504 5.

CONDUIT TERMINATION LOCATION WITH NEC.

APPROXIMATE LOCATION OF TELECOMMUNICATIONS TIE-IN. COORDINATE 4.

PEDESTAL.

COMMUNICATIONS ROOM. OTHERS (NEC) TO TERMINATE IN THE MANHOLE AND

TELEPHONE CABLE AND FIBER OPTICE CABLES FROM THE MANHOLE TO THE

INNERDUCT AND BE PROVIDED WITH PULLWIRES. OTHERS (NEC) TO PROVIDE COPPER

THE REMAINDER OF THE RUN. EACH DUCT IS REQUIRED TO HAVE 3-CELL, 1-INCH

THE RUN UNDER ROADWAYS. ROAD CUTS ARE NOT PERMITTED. CONCRETE ENCASE

TELECOMMUNICATIONS ROOM. UTILIZE DIRECTIONAL BORING FOR ALL PORTIONS OF

FOUR-WAY, 4-INCH DUCT BANK FROM MANHOLE TO 1ST FLOOR 3.

BE COORDINATED WITH THE COR PRIOR TO THIS WORK COMMENCING.

SECOND 6" CONDUIT WILL BE CAPPED AT THE COORDINATION POINT. THIS WORK MUST

ASSOCIATED WITH THE TWO CONDUIT DUCTBANK ASSOCIATED WITH KEYNOTE 1. THE

FROM THE EASTERN TRANSFORMER MUST BE CONNECTED TO THE SPARE CONDUIT

CONDUIT DUCTBANK ASSOCIATED WITH KEYNOTE 1. ONE OF THE THE 6" CONDUITS

THE EASTERN BARRACKS TO THE UTILITY BORING CONNECTION POINT AND THE TWO 6"

ROUTE (2) 6" CONDUITS FROM THE UTILITY TRANSFORMER PAD ASSOCIATED WITH 2.

THE SOUTHERN BARRACKS TRANSFORMER.

CONSTRUCTION. THIS CONNECTION POINT WILL BE APPROXIMATELY 150 FEET EAST OF

CONDUIT DUCTBANK CONNECTION POINT TO BE COORDINATED WITH COR PRIOR TO

CONTRACT. EXACT LOCATION OF THE UTILITY BORING CONDUIT AND THE TWO 6"

SOUTHERN BARRACKS PROJECT WHICH HAS BEEN AWARDED UNDER AN EXISTING

XCEL ENERGY CONDUIT AND THE TWO 6" CONDUITS ARE ASSOCIATED WITH THE

SOUTHERN BARRACKS UTILITY TRANSFORMER. ALL WORK ASSOCIATED WITH THE

DUCTBANK CONTAINING TWO 6" CONDUITS. THE TWO 6" CONDUITS CONNECT TO THE

XCEL ENERGY TO BORE A 6" UTILITY CONDUIT FROM PMH-9 ENCLOSURE TO 1.

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US Army Corps

U .S

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STATIONS. CONDUIT RUNS NOT SHOWN ON SHEETS FOR CLARITY.

CHARGING STATIONS LOCATIONS IS INTENDED TO FEED TWO CHARGING

EACH CONDUIT RUN SHOWN ON SHEET ES504 FROM THE EVHHS TO THE EV

EV CHARGING STATION LOCATIONS SHOWN IN PARKING LOT NEAR EVHHS. 3.

EXTERIOR DISTRIBUTION WORK TO BE COORDINATED WITH XCEL ENERGY.2.

WITH THE FORT MCCOY NETWORK ENTERPRISE CENTER (NEC).

ALL OUTSIDE PLANT (OSP) COMMUNICATIONS WORK TO BE COORDINATED 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

UNDERGROUND ELECTRICAL PRIMARY

LEGEND

UNDERGROUND ELECTRICAL SECONDARY

UNDERGROUND FIBER OPTICS

UNDERGROUND COMMUNICATIONS

ES104

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ELECTRICAL SITE PLAN 3

1"=20'SCALE:

EV CHARGING STATION LOCATION. 5.

G IN 1-1/2" CONDUIT. SEE DETAIL ON ES503 FOR DUCTBANK. (TYPICAL)

PARKING LOT LIGHTING POLE. CONNECT POLES TO EACH OTHER WITH 2/C #8 -#10 4.

INDICATED ON PLANS. COORDINATE WITH COR.

THE SIX ADDITIONAL LIGHTING POLES TO BE INSTALLED UNDER THIS PROJECT AS

BARRACKS PROJECT. CONTRACTOR TO INTERCEPT LIGHTING CIRCUIT AND EXTEND TO

EXISTING PARKING LOT LIGHTING CIRCUIT ASSOCIATED WITH THE SOUTHERN 3.

6" CONDUIT DUCTBANK.

ES103 FOR APPROXIMATE LOCATION OF THE UTILITY CONNECTION POINT TO THE TWO

CONNECTION POINT MUST BE COORDINATED WITH COR PRIOR TO CONSTRUCTION. SEE

CONTRACT. EXACT LOCATION OF THE UTILITY BORING CONDUIT AND DUCTBANK

SOUTHERN BARRACKS PROJECT WHICH HAS BEEN AWARDED UNDER AN EXISTING

XCEL ENERGY CONDUIT AND THE TWO 6" CONDUITS ARE ASSOCIATED WITH THE

SOUTHERN BARRACKS UTILITY TRANSFORMER. ALL WORK ASSOCIATED WITH THE

DUCTBANK CONTAINING TWO 6" CONDUITS. THE TWO 6" CONDUITS CONNECT TO THE

XCEL ENERGY TO BORE A 6" UTILITY CONDUIT FROM PMH-9 ENCLOSURE TO 2.

XCEL ENERGY PMH-9 SECTIONALIZED SWITCH. 1.

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NOTES:

1. ALL CONDUITS ARE 1-1/4" SCHEDULE 40 PVC

2. CONDUCTORS FOR EV SPACES WILL BE PROVIDED WITH THIS CONTRACT.

CONDUCTORS WILL BE CAPPED INSIDE EVHHs AND EXTENDED WHEN EV

STATIONS ARE PROVIDED AT THE SITE. REFER TO PANEL SCHEDULES FOR

SIZING DETAILS.

FY23 TRANSIENT

TRAINING BARRACKS

ELECTRICAL ROOM 111

CONDUITS FOR EV

CONNECTIONS. SEE ES101,

ES102 AND ES103 FOR

APPROXIMATE EV CHARGING

STATION LOCATIONS.

CONDUITS FOR EV

CONNECTIONS. SEE ES101,

ES102 AND ES103 FOR

APPROXIMATE EV CHARGING

STATION LOCATIONS.

CONDUITS FOR EV

CONNECTIONS. SEE ES101,

ES102 AND ES103 FOR

APPROXIMATE EV CHARGING

STATION LOCATIONS.

ELEVATION

NOTE:

MINIMUM REQUIREMENTS: BOX INTERIOR SIZE 20" LONG X 13"

WIDE X 12" DEEP WITH 1" THICK WALLS AND 2" THICK COVER

CAPABLE OF WITHSTANDING H20 HIGHWAY LOADING.

SCH 40 PVC CONDUIT TO

EA BUILDING, ROOM 126

AS SHOWN ON PLANS

MARK COVER

APPROPRIATELY

PROVIDE WIRE

FABRIC

REINFORCING

2' MAX. DISTANCE

TO POINT WHERE

CONDUIT MUST

BE 2' BELOW

GRADE

6" DEEP GRAVEL

CAPILLARY FILL

SCH 40 PVC CONDUIT

GRADE

1/2"

PLAN

1/2" DIAMETER X 3"

LONG WITH 2" ARM FOR

HOLD DOWN BOLTING

ELECTRIC

LIFT HOLES

SCH 40 PVC CONDUIT AS

SHOWN ON PLANS

2' MAX. DISTANCE

TO POINT WHERE

CONDUIT MUST

BE 2' BELOW

GRADE

SCH 40 PVC CONDUIT

MARKER TAPE

RE-COMPACT

SUBGRADE TO

95% ASTM 1556

PULL WIRE IN

SPARE CONDUITS

M

IN

3" 3" 3" 3" 3" 3"

NOTE:

1. ALL EV CHARGING

CONDUITS MUST BE 1

1/2". DIMENSIONS

BETWEEN CONDUITS

WILL REMAIN AS

SHOWN IN DETAIL.

MARKER TAPE

RE-COMPACT

SUBGRADE TO

95% ASTM 1556

PULL WIRE IN

SPARE CONDUITS

(M

IN

3" 3" 3" 3"

NOTE:

1. ALL EV CHARGING

CONDUITS MUST BE 1

1/2". DIMENSIONS

BETWEEN CONDUITS

WILL REMAIN AS

SHOWN IN DETAIL.

MARKER TAPE

RE-COMPACT

SUBGRADE TO

95% ASTM 1556

PULL WIRE IN

SPARE CONDUITS

3" 3" 3"

(M

IN

NOTE:

1. ALL EV CHARGING

CONDUITS MUST BE 1

1/2". DIMENSIONS

BETWEEN CONDUITS

WILL REMAIN AS

SHOWN IN DETAIL.

MARKER TAPE

RE-COMPACT

SUBGRADE TO

95% ASTM 1556

(M

IN

9"

NOTE:

1. ALL EV CHARGING

CONDUITS MUST BE 1

1/2". DIMENSIONS

BETWEEN CONDUITS

WILL REMAIN AS

SHOWN IN DETAIL.

US Army Corps of Engineers ®

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NTSA1

EV POWER HANDHOLE BUTTERFLY DIAGRAMS

12" = 1'-0"A15

ELECTRICAL PULL BOX

1" = 1'-0"K4

EV POWER DUCT DETAIL

1" = 1'-0"K10

DIRECT BURIED 6 WAY DUCT BANK

1" = 1'-0"K15

DIRECT BURIED 4 WAY DUCT BANK

1" = 1'-0"F15

DIRECET BURIED 1 WAY DUCT BANK

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3/

/1 6"

A-407 A5

EQ

EQ

EQ

V.

I.F

EQ. EQ. EQ. EQ.

V.I.F.

4"

EQ

EQ

EQ

V.

I.F

REAR COVER

ENTRANCE

ROOF LINES

EQ. V.I.F.

4"

10'-5"

A-407 A15

'-0

SL

PE

D

O W

N

LINE OF

SIDEWALK

2" INSIDE OF

POST

INSIDE OF

POST

PANEL

INFILL

PANEL

INFILL

± 1/4"

T S 2"x2-1/2"x11GA POST

STEEL 1/8" TH U-CLAMPING

CHANNEL

4"x4"x1/4" STEEL POST BOLT PLATE

8' -0

(SEE PLAN VIEW)

CENTER LINE POST VARY

2" POST,

COLOR - DARK BRONZE

MECH. YARD FENCE,

COLOR - DARK BRONZE

2"

8"

MECH. YARD FENCE,

COLOR - DARK BRONZE

10'-5"

DOUBLE GATES

10'-3"

3" SQ. POST 12GA.

METAL FENCE

STRONG ARM

DOUBLE GATE LATCH

2" SQ. GATE

3" CLEAR

DOUBLE COMMERICAL

HINGE KIT

HOT-DIP GALVANIZED

DROP BOLT

PLAN

ELEVATION

10'-5"

DOUBLE GATE

10'-3"

3" SQ. POST 12GA.

METAL FENCE

STRONG ARM

DOUBLE GATE LATCH

2" SQ. GATE

DOUBLE COMMERICAL

HINGE KIT

10'-5"

DOUBLE GATES

10'-3"

3" SQ. POST 12GA.

2" SQ. GATE

3" CLEAR

MECH. YARD FENCE,

COLOR - DARK BRONZE

3" SQ. POST 12GA.

METAL FENCE

STRONG ARM

DOUBLE GATE LATCH

DOUBLE COMMERICAL

HINGE KIT

HOT-DIP GALVANIZED

DROP BOLT

4 EQUAL SECTION FENCES

2" SQ. POST

A-407 A15

A-407 A10

US Army Corps of Engineers ®

SHEET ID

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1/4" = 1'-0"A-110

G1 MECHANICAL YARD PLAN

3" = 1'-0"A5 MECHANICAL YARD POST DETAIL

1/2" = 1'-0"A10 MECH. YARD SCREEN TYP. PANEL

3" = 1'-0"

A1 SCREEN SPACING DETAIL

MECHANICAL YARD NOTES

1 WELDED WIRE SECURITY FENCE, HIGH SECURITY, 2"x 8" MESH WITH 1/4" VERTICAL

WIRE AND TWO 5/16" HORIZONTAL WIRES. PANEL WIDTH OF 98-13/16" AND HEIGHTS

OF 4,6, AND 8 FEET - 2" SQUARE TUBE POSTS ON 99-1/4" IN DARK BRONZE.

2 MANUFACTURERS REFERENCED ARE BASIS OF DESIGN AND ARE INTENDED TO

ESTABLISH COLOR, PATTERN AND TEXTURE ONLY, AND ARE NOT INTENDED TO LIMIT

SELECTIONS FROM OTHER MANUFACTURERS. WHEN ALTERNATE SELECTIONS ARE

SUBMITTED, SUBMITTAL SHALL INCLUDE COLOR SAMPLES OF MATERIALS LISTED FOR

COMPARISON.

3 COORDINATE MECHANICAL YARD RAMP AND CONNECTING SIDEWALK WITH WITH

CIVIL. SEE SHEET CS103 AND CS401

1/2" = 1'-0"A15 MECH. YARD DOUBLE GATES ELEVATION

1/4" = 1'-0"

1 MECH. YARD ELEVATION

A…