W912QR24R0002_Plans-0001.pdf

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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OCT 2023

FT. McCOY, WI

COLLECTIVE TRAINING ENLISTED BARRACKS

PN 81804 FY2023, P2 494485

(EAST)

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22 November 2023

W912QR24R0002-0001

(WASHED)

AGGREGATE STONE

WISDOT COARSE

27'

M

IN

NON-WOVEN GEOTEXTILE FABRIC

A1

SCALE: NTS

CONSTRUCTION ENTRANCE/EXIT PAD (TCE)

TEMPORARY GRAVEL

6" MAX. THICKNESS

SOUTH 11TH AVENUE

PLAN

A A

SECTION A

PATTERNS

TO EXISTING DRAINAGE

DRAINAGE ACCORDING

MAINTAIN POSITIVE

12" HDPE PIPE

A7

NTS

CULVERT INLET PROTECTION (CIP)

SHEET FL

OWSHEET FLOW

IN-SITU

MATERIAL

L7

NTS

SEDIMENT TRAP

1. CONTRACTOR TO EXCAVATE SEDIMENT TRAP TO ELEVATION 865.5.

AFTER SITE STABILIZATION INSITU SANDY SOIL IS TO BE PLACED WITHIN THE INFILTRATION

BASIN AND INFILTRATION TRENCH TO THE DESIGN GRADES, IN ACCORDANCE WITH DETAIL

G7 AND G11, SHEET CG502.

2. SEDIMENT TRAPS SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS AFTER

EACH RAINFALL EVENT OF 0.5 INCHES OR MORE DURING A 24-HOUR PERIOD.

3. DEPOSITS OF SEDIMENT SHALL BE REMOVED WHEN THEY REACH A DEPTH OF 1.5 FEET.

SEDIMENT TRAP (TYPICAL SECTION)

IN-SITU

MATERIAL

NOTES:

H1

NTS

F L

O W

GRAVITY OUTLET PIPE

BERM

FLOW

F L O

W

CHECK DAM

F L O

W

FLOW

A

A

4 FEET (VARIES

BASED ON

UPSTREAM

CHANNEL

CONDITIONS).

2' 1V:2H

(max.)

12" (MIN.)

#357'sAASHTO M43

FLOW

(WISCONSIN DOT SECTION 606)

LIGHT RIPRAP

ROCK FILL

SECTION A

ROCK CHECK DAM (RCD)

F L

O W

DITCH OUTLET TOP VIEW

BERM

DITCH WEIR OVERFLOW OUTLET

A

A

WHEN ELEVATION REACHES 867.0

EXCAVATE DEPOSITED SOILS

SEDIMENT BASIN INVERT 865.5

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

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STRAW BALE ANCHOR SECTIONS

PLAN VIEW

SIGN DETAIL

LINER ANCHOR

M

IN

M

IN

10' - 0" MIN.

1. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHALL INCLUDE

REMOVING AND DISPOSING OF HARDENED CONCRETE AND/OR SLURRY AND

RETURNING THE FACILITIES TO A FUNCTIONAL CONDITION.

2. FACILITY SHALL BE CLEANED OR RECONSTRUCTED IN A NEW AREA ONCE

WASHOUT BECOMES TWO-THIRDS FULL.

3. EACH STRAW BALE IS TO BE STAKED IN PLACE USING (2) 2"x2"x4' WOODEN

STAKES.

4. STRAW BALE TYPE SHOWN. EARTHEN OR BARRIER TYPE MAY BE INSTALLED

AS APPROVED BY THE COR.

5. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.

6. WASHOUT SHALL BE LOCATED 50' MIN. FROM ANY STORM DRAIN, CREEK BANK,

OR PERIMETER CONTROL.

NOTES:

LETTERS 6" MIN HEIGHT

48" X 24" MIN

PLYWOOD OR ALUMINUM

6" MIN. STEEL POST

4" x 4" x 6" WOOD POST OR

STRAW BALE

30-MIL POLYETHYLENE

(ANCHOR EVERY 2')

6" WIRE STAPLE OR SANDBAG

6" WIRE STAPLE OR SANDBAG

STRAW BALE

30-MIL POLYETHYLENE

NATIVE SOIL

ENTRENCH 3"

M

A X

SECTION

ANCHOR

STRAW BALE

M

IN

A11

NTS

INLET PROTECTION (IP)

A1

NTS

TEMPORARY CONCRETE WASHOUT FACILITY

J1

NTS

PERMANENT SEEDING

CONTRACTOR TO PROVIDE WISDOT NO. 40 MIXTURE SEED FOR PERMANENT

STABILIZATION OF SOILS. THE SOIL MIXTURE IS AS FOLLOWS:

35% KENTUCKY BLUEGRASS

30% RED FESCUE

20% HARD FESCUE OR CHEWINGS FESCUE

15% IMPROVED FINE-LEAFED PERENNIAL RYEGRASS

SEED APPLICATION RATE 2 LBS PER 1000 SQUARE FEET OF AREA.

SEE SEEDING SPECIFICATION 32 92 19 FOR PROJECT CRITERIA.

J11

NTS

TEMPORARY SEEDING

CONTRACTOR TO PROVIDE THE LISTED SEEDING SPECIES AT THE FOLLOWING

RATES FOR TEMPORARY SEEDING:

SPRING:

SEED TYPE LBS / ACRE PERCENT PURITY

OATS 131 98

FALL (AFTER SEPTEMBER 1)

SEED TYPE LBS / ACRE PERCENT PURITY

CEREAL RYE 131 97

WINTER WHEAT 131 95

ANNUAL RYEGRASS 80 97

SEED APPLICATION RATE AS LISTED ABOVE

TEMPORARY SEEDING IS PLACED WHEN CONSTRUCTION AREAS HAVE REMAINED

INACTIVE OR WILL NOT BE BROUGHT TO FINAL GRADE FOR MORE THAN 14 DAYS.

TEMPORARY SEEDING REQUIRES A SEEDBED OF LOOSE SOIL TO A MINIMUM

DEPTH OF 2 INCHES.

OPENING

UNDER SIDEWALK DRAIN

NOTE:

1. SURROUND INLET WITH TWO COURSES OF

BAGS

2. 12 INCH MINIMUM HEIGHT FROM GROUND TO

TOP OF BAGS.

3. 18.5 IN. X 28 IN. WOVEN POLYPROPYLENE

BAGS. FILL 1/2 TO 2/3 FULL WITH WISCONSIN

DOT COARSE AGGREGATE NO. 1 (AASHTO

NO. 67) PER WISCONSIN DOT

SPECIFICATIONS.

4. INTERWEAVE BAG ENDS TO CLOSE GAPS

BETWEEN BAGS AND TO SEAL BAGS.

GRASS

INDICATED ON THE PLANS

CURB AND GUTTER, WHEN

INDICATED ON THE PLANS

CONCRETE SWALE, WHEN

M

IN

BAGS AND TO SEAL BAGS.

TO CLOSE GAPS BETWEEN

INTERWEAVE BAGS ENDS

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1501FY 22 TRANSIENT

TRAINING BARRACKS

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FY 20 TRANSIENT

TRAINING BARRACKS

CD102

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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

NORTH

PLAN

60' 120'0

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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.

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. 7.

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

V

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SCALE: 1"=20'

DEMOLITION PLAN

NORTH

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20' 40'0

MATCH LINE SEE SHEET CD103

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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

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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.

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. 7.

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

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PLAN

20' 40'0

MATCH LINE SEE SHEET CD102

F O

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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

MW

MW

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AC

AC

AC

AC

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16531

BLDG

1501FY 22 TRANSIENT

TRAINING BARRACKS

F Y

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FY 20 TRANSIENT

TRAINING BARRACKS

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US Army Corps

U .S

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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.

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 6.

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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H J

S T

BARRACKS

TRAINING

TRANSIENT

FY23

CS102

CS103

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OVERALL SITE PLAN

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W

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ELEVENTH STREET

1644BLDG

0+00

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US Army Corps

U .S

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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 1 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.

CS501

ASPHALT PAVEMENT, TYPE REPLACEMENT; REFER TO DETAIL A13, SHEET 18.

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.

TO SPECIFICATION 05 50 13. PROVIDE 12 BICYCLE RACKS ON EACH PAD.

SPECIFICATION 05 50 13. FOR CANOPY OVER GRAVEL/CONCRETE PAD, REFER

CONCRETE PAVEMENT, REFER TO DETAIL J1, SHEET CS503 AND

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

BICYCLE PAD,RACKS AND CANOPY; BASE BID IS GRAVEL PAVEMENT, REFER 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'

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MATCH LINE SEE SHEET CS103

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SITE PLAN

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5+00

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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 1 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.

CS501

ASPHALT PAVEMENT, TYPE REPLACEMENT; REFER TO DETAIL A13, SHEET 18.

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.

TO SPECIFICATION 05 50 13. PROVIDE 12 BICYCLE RACKS ON EACH PAD.

SPECIFICATION 05 50 13. FOR CANOPY OVER GRAVEL/CONCRETE PAD, REFER

CONCRETE PAVEMENT, REFER TO DETAIL J1, SHEET CS503 AND

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

BICYCLE PAD,RACKS AND CANOPY; BASE BID IS GRAVEL PAVEMENT, REFER 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

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MATCH LINE SEE SHEET CS102

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SCALE: 1"=20'

SITE PLAN

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1V

1H

1V

1H

24"

SUBBASE

AND/OR

EXIST. BASE

COURSE

EXIST. SURFACE

PRIME COAT

(TYP.)

TACK COAT

BASE COURSE

SPEC 32 11 23

WIDTH

TRENCH

SEE DETAIL G11 SHEET CU501

UTILITY TRENCH SECTION,

SET BACK

12" MIN.

SET BACK

12" MIN.

24"

A13

SCALE: NTS

REPLACEMENT OF PAVING FOR TRENCHING

EXISTING

BASE AND/OR

SUBBASE

SAW CUT

SAW CUT

NOTES:

1. DEPTH OF INSTALLATION MAY

REQUIRE SLOPES TO BE LAID

BACK INCREASING WIDTH

WIDTH AS NOTED ON PLANS.

AND REPLACE WITH NEW ASPHALT, SEE SPEC 32 12 16.16.

REMOVE EXIST. PAVMENT AS SHOWN

2 FT

TACK COAT

EXISTING ASPHALT

NEW ASPHALT PAVEMENT

SEE SITE PLAN

PAVEMENT MATCH LINE.

NOTES:

1. MATCH EXISTING ASPHALT SURFACE

SEE SPEC 32 12 16.16

PAVEMENT SECTION.

NEW ASPHALT

SAWCUT TO ASPHALT SURFACE DEPTH

A1

SCAEL: NTS

CONCRETE SIDEWALK

TURN EDGE DOWN WHERE ABUTTING

ASPHALT PAVEMENT AND NO CURB

TURF GRASS

3'

SCALE: NTS

J13

BUILDING GRADE ELEVATIONS AND CONCRETE MAINTENANCE STRIP

5% 5%

10'

SLOPE

VARIES

FFE

NOTES:

1. WHERE CONCRETE MAINTENANCE STRIP APPROACHES A BUILDING

STOOP OR ANY CONCRETE PAD, TRANSITION THE STRIP UP TO THE

STOOP GRADE FROM THE NEAREST MAINTENANCE STRIP CORNER

OR A MINIMUM OF 15 FT, WHICHEVER IS GREATER. TRANSITION THE

5% MAINTENANCE STRIP CROSS SLOPE EVENLY TO MEET THE STOOP

CROSS SLOPE IN THE TRANSITION SECTION.

2. CONTRACTION JOINTS SHALL BE SPACED AT INTERVALS EQUAL TO

THE WIDTH OF THE SIDEWALKS. CONTRACTION JOINTS SHALL BE 1"

DEEP AND 1/8" WIDE.

EXPANSION JOINT, SEE DETAIL E11 SHEET CS504

SEE SPECIFICATION 03 30 00

4" 3500 PSI CONCRETE

SEE SPECIFICATION 32 11 23

6" AGGREGATE BASE COURSE

DOWEL CONNECTION TO BUILDING

CONCRETE THICKENED EDGE AND

SEE DETAIL 2 SHEET S-511 FOR

NOTES:

1. PROVIDE EXPANSION JOINT WHERE STOOP MEETS BUILDING,

CONCRETE MAINTENANCE STRIP, AND CONCRETE SIDEWALK.

REFER TO DETAIL E11 SHEET CS504. FOR STOOP INTERFACE

WITH BUILDING, REFER TO STRUCTURAL DRAWINGS.

PAVEMENT

GRADE

HOOK

CABLE/LATCH

HOOK

CABLE/LATCH

12" 12"

G1

BARRIER CABLE DETAIL

SCALE: NTS

WITH HOOKS

STEEL CABLE

"3/4" " GALVANIZED

CONCRETE SIDEWALK

SEE NOTE 2 SEE NOTE 2

S E

E P

L A

N

T T

DUMMY GROOVE

CONTRACTION JOINT

EXPANSION JOINT

PLAN

PROFILE

JOINTS

1/2" EXP.

BACK OF CURB

1/2" JOINTS

PLANS FOR DETAILS

SEE STRUCTURAL

PAD

NEW BLDG.

JOINTS

CONTRACTION

SEE NOTE #3 1/8" RADIUS

TOOLED EDGES

JOINT SEALANT

JOINT FILLER

PREMOULDED

SEE SPECIFICATION 32 11 23

AGGREGATE BASE COURSE

NOTES:

1. SIDEWALKS SHALL BE 4" THICK.

2. CONTRACTION JOINTS SHALL BE SPACED

AT INTERVALS EQUAL TO THE WIDTH OF

THE SIDEWALKS.

3. CONTRACTION JOINTS SHALL BE 1"

DEEP AND 1/8" WIDE.

4. 1/2" EXPANSION MATERIAL WHERE

CONCRETE SIDEWALK ABUTS CONCRETE

STRUCTURE.

5. A LAYER OF 0.3 LBS. PER SQUARE FOOT

OF ASPHALT SATURATED FELT IS REQUIRED

BETWEEN WALK AND ADJACENT

PARALLELING CONCRETE CURB.

6. 3500 PSI MINIMUM COMPRESSIVE STRENGTH

CONCRETE FOR ALL PEDESTRIAN SIDEWALKS.

7. 4500 PSI MINIMUM COMPRESSIVE STRENGTH

CONCRETE, GRADE A-FA FROM WISDOT

SPECIFICATION 501 FOR 10 FOOT WIDE FIRE

LANE SIDEWALK.

8. PROVIDE CONCRETE WITH A MINIMUM SOLAR

REFLECTANCE INDEX (SRI) VALUE OF 29.

BETWEEN EXP. JOINTS

30' MAX. SPACING

1/2"

/2

/4

T

1/8"

4" 4"

T

T

TURN DOWN

A15 SHEET CS502

SEE BOLLARD DETAIL.

A15 SHEET CS502

SEE BOLLARD DETAIL.

M1

CONCRETE STOOP SECTION

SCALE: NTS

SCALE: NTS

E13

PAVEMENT MATCH DETAIL (ASPHALT)

SEE SPEC 32 11 23

BASE COURSE.

NEW AGGREGATE

SAWCUT FULL DEPTH

ASPHALT BASE

ASPHALT SURFACE

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

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CONCRETE FLOOR SLAB

4" CONCRETE MAINTENANCE STRIP, 3500 PSI

SEE SPEC SECTION 32 11 23

4" AGGREGATE BASE COURSE

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#357 FILTER STONE

6" AASHTO M43

LIGHT RIPRAP

18" WISDOT

VARIABLE FL

O

W

CONSTRUCTION.

THE MAXIMUM EXTENT FEASIBLE DURING

TRENCH AREAS MUST BE UNCOMPACTED TO

MATERIALS. THE INFILTRATION BASIN AND

SANDY SOIL FREE FROM FOREIGN

IN-SITU SOIL. THE SOIL MUST BE TYPE A

FOR BASIN.

GRADE ACCORDING TO GRADING PLAN

NOTE:

1. BASIN GRADING WILL SLOPE TOWARD THE OUTLET IN ACCORDANCE

WITH THE GRADING PLAN.

NOTE:

FOR ELEVATIONS AND SLOPE OF ADJACENT

GRADES, REFER TO THE GRADING PLAN.

1V

VARIESVARIES

1V

EARTH

FINISH GRADE

6" CONCRETE

4" AGGREGATE BASE

DITCH BOTTOM

BASIN OR

8'

WISDOT MEDIUM RIPRAP

SLOPE AS SHOWN IN GRADING PLAN

SEE DETAIL A1, SHEET CG501

UNDER SIDEWALK DRAIN STRUCTURE WHERE SHOWN ON PLANS.

SIDEWALK WIDTH

PROFILE VIEW SECTION VIEW

L1

NTS

CONCRETE SWALE

6" CONCRETE

4" AGGREGATE BASE

PAVEMENT

PARKING LOT

FLOW PATH

PATH. REFER TO SECTION VIEW, THIS DETAIL

LINE UP STRUCTURE FLOW PATH WITH SWALE FLOW

NOTE:

DIMENSIONS SHOWN ARE MINIMUM IF WIDTH

AND LENGTH ARE NOT SHOWN ON THE PLANS

1'

6" 6"5'

GEOTEXTILE

TRANSVERSE SPACING 12" -C.C.

W3.0 OR NO. 3 BARS LONGITUDINAL AND

MINIMUM REINFORCEMENT: 4"X4" - W3.0 X

IN TURNDOWN

NO. 4 BARS AT 1'

EXPANSION JOINT

NO. 4 X 2' TIE BARS SPACED AT 12" C-C

TRANSVERSE SPACING 12" -C.C.

W3.0 OR NO. 3 BARS LONGITUDINAL AND

MINIMUM REINFORCEMENT: 4"X4" - W3.0 X

INDICATED ON THE PLANS

SIDEWALK, WHEN

OPENING

UNDER SIDEWALK DRAIN

TRANSITION

TRANSITION

PAVEMENT

NOTE:

1. SEE DETAIL A1, SHEET CG501, FOR

DIMENSIONAL AND REINFORCING DETAILS.

GRASS

4'

5'

4'

INDICATED ON THE PLANS

CURB AND GUTTER, WHEN

INDICATED ON THE PLANS

CONCRETE SWALE, WHEN

G11

NTS

INFILTRATION BASIN SECTION

G16

NTS

RIPRAP DITCH PROTECTION

SEE GRADING PLAN

FOR LENGTH AND WIDTH

3'

A11

NTS

UNDER SIDEWALK DRAIN

2%

2%

VARIABLE FL

O

W

FOR DITCH.

GRADE ACCORDING TO GRADING PLAN

NOTE:

1. FLAT BOTTOM DITCH TO BE CONSTRUCTED AS SHOWN

IN THE STORM PROFILES AND GRADING PLAN.

G7

NTS

INFILTRATION DITCH SECTION

CONSTRUCTION.

THE MAXIMUM EXTENT FEASIBLE DURING

TRENCH AREAS MUST BE UNCOMPACTED TO

MATERIALS. THE INFILTRATION BASIN AND

SANDY SOIL FREE FROM FOREIGN

IN-SITU SOIL. THE SOIL MUST BE TYPE A

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

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A13

SCALE: NTS

PEDESTRIAN CROSSWALK STRIPING DETAIL

D E P

H

* WIDTH VARIES

* SEE PLAN FOR SHAPE AND

EXTENT OF STRIPING ORIENTATION

'-0

T Y P

WHITE STRIPE

4" WIDE SOLID

A7

NO PARKING AREA STRIPING

SCALE: NTS

A1

SCALE: NTS

NOTES:

FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT, CONCRETE SHOWN.

EXPANSION JOINT, PREFORMED JOINT FILLER AND JOINT SEALARE REQUIRED

BETWEEN CURBS AND CONCRETE PAVEMENT ONLY.

CONCRETE HEADER CURB

W

2% M

AX.

H:

1V

M

AX.

APP

ROACH

SDW

K.

T

RANS.

2% MAX.

C

C

SECTION C-C

SI

DEW

ALK

E12

SIDEWALK RAMP

SCALE: NTS

APP

ROACH

SDW

K.

T

RANS.

H:

1V

MAX.

CURB

TOP OF

PAVEMENT

TOP OF

3/4" R

*SEE SITE PLANS

E7

CURB TRANSITION TAPER

SCALE: NTS

NOTES:

FOR REINFORCED CONCRETE PAVEMENT (R),

PLACE #4 @ 12 INCH ON CENTERS EACH WAY

PARALLEL AND PERPENDICULAR TO THE LONGEST

JOINT.

R R

R

REINFORCED SLAB

ODD SHAPED

(ASPHALT OR CONCRETE)

NEW OR EXISTING PAVEMENT EDGE

VA

R

IE

S 2' (T

YP.

(T

Y P

F13

RADIAL CONCRETE JOINT DETAILS

SCALE: NTS

E1

SCALE: NTS

PLAIN CONCRETE PAVEMENT

NOTES:

1. 4" CONCRETE SLAB OVER 6" AGGREGATE BASE COURSE.

2.NO. 4 REBAR AT 12" O.C. EACH WAY

3.2 3/8", 9-GAUGE, SCH. 40 PIPE, PAINTED BY MANUFACTURER.

POWDER COATED, BLACK COLOR.

4.ANCHORAGE PER MANUFACTURER STANDARD.

8"

12"

6" ABC

6" WHITE LINE

12"2' - 6"

NOTES:

ALL MARKINGS ARE WHITE

INTERSECTING SIDEWALK

CURB RAMP

LOWERED

GUTTER LINE

CURB RAMP

SIDEWALK

INTERSECTING

H = 6"

R

3/4"

R

PREFORMED JOINT FILLER

1/2" EXP. JOINT AND

6"

8"

JOINT SEAL

PAVEMENT SURFACE

SEE DETAIL E7 THIS SHEET

CURB TRANSITION TAPER,

SEE DETAIL E7 THIS SHEET

CURB TRANSITION TAPER,

PROVIDE EXPANSION JOINTS AS SHOWN ON PLANS.3.

PROVIDE CONTRACTION JOINTS AS SHOWN ON PLANS.2.

CONCRETE ABUTS EXISTING OR NEW CONCRETE STRUCTURES.

PROVIDE EXPANSION JOINT AT ALL LOCATIONS WHERE 1.

NOTES:

SUBGRADE

12" COMPACTED

SEE SPEC SECTION 32 11 23

8" AGGREGATE BASE COURSE,

INDEX (SRI) VALUE OF 29

MINIMUM SOLAR REFLECTANCE

SEE SPEC SECTION 32 13 13.06

FLEXURAL STRENGTH 650 PSI

CONCRETE PAVEMENT, MINIMUM

ON PLAN

DIMENSION SHOWN

6 FT OR

22"

8"

JOINT DETAIL A5 SHEET CS504

EDGE AS SHOWN ON EXPANSION

NO CURB. AT FREE EDGE, THICKEN

ABUTTING ASPHALT PAVEMENT AND

TURN EDGE DOWN WHERE

J1

NTS

BICYCLE PAD AND RACK

3' 3'3'

SECTION VIEW PLAN VIEW

WITHIN PAD WIDTH

CENTER RACKS

SEE NOTE 1.

CONCRETE SLAB.

LENGTH AS NOTED IN THE PLANS

WITH BEVEL.

ELEVATION DIFFERENCE IS 1/2"

PAVEMENT. MAXIMUM VERTICAL

FLUSH CURB WITH GUTTER AND

ON SITE PLAN

WIDTH AS NOTED

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TO 95% DENSITY.

COMPACT TOP 6" SUBGRADE

SEE SPECIFICATION 31 05 19.13

NON-WOVEN GEOTEXTILE FABRIC

SEE SPECIFICATION SECTION 32 11 23

AGGREGATE BASE COURSE

CONTRACTION JOINT (CJ)LONGITUDINAL CONSTRUCTION JOINT (LCJ)

SURFACE

PAVEMENT

JOINT SEALER

POURED

MATERIAL

BACKER

JOINT FILLER

SURFACE

PAVEMENT

JOINT SEALER

POURED

MATERIAL

BACKER

BUTTED JOINT

EXPANSION JOINT DETAIL

SURFACE

PAVEMENT

JOINT SEALER

POURED

MATERIAL

BACKER

JOINT BOTTOM

CRACK

OR INSERT

INITIAL SAWCUT

PLAIN CONCRETE

CONTRACTION JOINT DETAIL

PLAIN CONCRETE

CONSTRUCTION JOINT

JOINT SEALANT

2'-6" LONG AND SPACED 2'-6" O.C.

NO. 5 DEFORMED STEEL TIE BARS

PAVED AREA > 100' WIDE

15' OR LESS FROM EDGE

TIED JOINT (TJ)THICKENED EDGE EXPANSION JOINT (EJ/TE)

SEE DETAIL E11, THIS SHEET

THICKENED EDGE

SEE DETAIL E11, THIS SHEET

JOINT SEAL

SEE DETAIL E11, THIS SHEET

BUTT JOINT

JOINT SEAL

INTO EXISTING PAVEMENT

DRILL AND EPOXY DOWEL

PAVEMENT SIDE

END OF DOWEL AT NEW

PAINT AND OIL THE

SMOOTH DOWEL @ 12" O.C.

NO. 6 BAR, 16" LENGTH

A5

NTS

CONCRETE PAVEMENT JOINT DETAILS

E11

NTS

CONCRETE JOINT DETAILS

GRAVEL SHOULDER SECTION

NTS

J15

3/4"

/8

.1

3/4"

/8

3/4"

/2

T TT

.2

T

5' MIN

T /2

T

STRIPING

WHITE PAINT

4" WIDE SOLID

STRIPING

WHITE PAINT

4" WIDE SOLID

AND GUTTER

CONCRETE CURB

E1

NTS

PARKING SPACE STRIPING

10' - 0" OR AS SHOWN 10' - 0" OR AS SHOWN

NOTES

1. FOR DUMPSTER PAD AND

REINFORCED CONCRETE PAVEMENT SLABS:

PROVIDE #4 REBAR @ 12" O.C. EACH WAY

(3" DOWN FROM TOP OF SLAB)

2. SEE DETAIL K7, THIS SHEET, FOR DUMPSTER

PAD AT BOLLARD

7"

1 1

3 12" COMPACTED SUBGRADE

8" 4500 PSI REINFORCED CONCRETE

4" AGGREGATE BASE COURSE

SEE SPEC SECTION 32 11 23

CONCRETE DUMPSTER PAD

NTS

M15

TRANSVERSE CONSTRUCTION JOINT (TCJ)

EDGE OF PAVEMENT

6" 6" 6"

7"

3 12" COMPACTED SUBGRADE

8" 4500 PSI REINFORCED CONCRETE

4" AGGREGATE BASE COURSE

SEE SPEC SECTION 32 11 23

NOTE:

FOR DUMPSTER PAD

AND REINFORCED CONCRETE

PAVEMENT SLABS:

PROVIDE #4 REBAR

@ 12" O.C. EACH WAY

(3" DOWN FROM TOP OF SLAB)

FOOTING

CONCRETE

4000 PSI

CS504

SEE DETAIL E11, SHEET

WITH EXPANSION JOINT.

SURROUND BOLLARD

CONCRETE PAVEMENT,

WHERE SET IN

CONCRETE CAP

TRAFFIC YELLOW)

(PAINT WITH 2 COATS

CONCRETE

PIPE FILLED WITH

6" SCH. 80 STEEL

TURNDOWN THICKNESS

SHEET, FOR CONCRETE

SEE DETAIL M15, THIS

K7

NTS

CONCRETE DUMPSTER PAD AT BOLLARD

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A13

CONNECTION TO EXISTING MANHOLE

SCALE: NTS

EXISTING PIPEEXISTING PIPE

P R

O P

O S

E D

P

IP

E

INTO OUTFLOW PIPE, REPAIR DAMAGED WATERPROOFING.

EQUIVALENT TO PIPE DIAMETER TO DIRECT FLOW

PIPE AND MANHOLE, FORM NEW CHANNEL WITH DEPTH

PROPOSED INVERT LOCATION, GROUT JOINT BETWEEN

BREAK INTO EXISTING MANHOLE, REMOVE GROUT FROM

EXISTING MANHOLE

GROUT

8" MIN

12" MAX

O.D. 8" MIN

12" MAX

TRAFFIC AREAS NON-TRAFFIC AREAS

FINISH GRADE

MIN

4"

LINE

SPRING

TO PIPE

12"

6"

12"

CALLOUTS:

1.NATIVE SOIL

2.REPLACEMENT OF UNSTABLE MATERIAL, IF

ENCOUNTERED

3.BEDDING, CLEAN SAND

4. INITIAL BACKFILL, CLASS II

5.BURIED DETECTION WIRE, MAXIMUM 12" ABOVE TOPE

OF PIPE

6.BURIED WARNING AND IDENTIFICATION TAPE, 12"

BELOW FINISH GRADE OR 6" BELOW PAVEMENT TOP OF

SUBGRADE

7.FINAL BACKFILL

8.PAVEMENT SECTION

NOTES:

1.REFER TO SPECIFICATION 31 00 00.00 06 FOR UNSTABLE

MATERIAL DEFINITION, FOR MATERIAL TYPE

DESCRIPTIONS, LIFT DEPTHS, AND COMPACTIVE

EFFORT

SLOPE FOR SAFETY, AS REQUIRED

G11

SCALE: NTS

UTILITY TRENCH SECTION - SANITARY SEWER AND WATER

TOP TREATMENT CONCRETE MOW PAD

IN NON-TRAFFIC AREAS

A1

SCALE: NTS

SANITARY SEWER CLEANOUT TO GRADE

6" (TYP.)

FINISHED GRADE

4" DIA. END CAP (WATER TIGHT)

CONCRETE PAD

TO SANITARY SEWER.

FOR SIZE SEE SHEET CU101

INCREASER

FINISHED

GRADE

BUILDING SANITARY SEWER,

SEE PLUMBING PLANS

PVC PIPE

(2'-0" SECTION)

8" PVC

4" PVC

4" PVC BEND

IRON BODY

FERRULE

WITH C.I.

SCREW PLUG

PVC BRANCH

NOTES:

1. ALLOWS FOR CHANGE OF DIRECTION

AND CHANGE OF DEPTH AT CLEANOUT.

2. CLEANOUT LOCATED A MINIMUM OF 3'-0"

FROM THE BUILDING.

3. THRUST BLOCK BEARING AREA SHALL

BE A MINIMUM OF 2.0 SQUARE FEET.

THRUST BLOCK SHALL BEAR AGAINST

UNDISTURBED EARTH.

M

IN

GROUND

SURROUNDING

1" ABOVE 12" TYP.

12"

(6" THICK)

CONCRETE MOW PAD

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

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US Army Corps

U .S

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VALVE BOX18"x18"x6" CONCRETE

BLOCKING MIN.

18"x18"x6"

CONCRETE

5" STORZ

CONNECTION

NO LESS THAN 2"

NO MORE THAN 6" ABOVE

FINISHED GRADE

2" - 2 1/2" HOSE OUTLETS

(NST THREAD)

MECH. JT.

ANCHORING

COUPLING

6" GATE VALVE

(MECH. JT.)

MECH. JT.

ANCHORING

TEE

CONCRETE

BLOCK AT TEE

F1

SCALE: NTS

FIRE HYDRANT INSTALLATION DETAIL

NOTES:

1. IN THE INSTALLATION OF ALL FIRE HYDRANTS IN SLOPING AREAS,

THE CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF THE

HYDRANT FOR A DISTANCE OF AT LEAST 18" AND CONSTRUCT A

SELF-SUSTAINING DRY WELL INTO THE EXCAVATED AREA TO

PREVENT EARTH FROM MOVING INTO THE AREA.

2. CONTRACTOR SHALL INSTALL 12 CUBIC FEET OF 3/4 INCH BROKEN

STONE OR GRAVEL AROUND THE BASE OF HYDRANT AND COVER

THE AGGREGATE WITH 40 MIL POLYETHYLENE.

3. ALL HYDRANTS PLACED IN EXCAVATED AREAS SHALL BE PROTECTED

AND MADE COMPLETELY ACCESSIBLE.

4. FIRE HYDRANTS SHALL BE RED. CONTRACTOR WILL NEED TO PROVIDE

NFPA COLOR CODED SNOW FLAG AND FIRE DEPT. NUMBER FOR F.H. TAG

CONTRACTOR SHALL PROVIDE CONCRETE COLLAR AROUND FIRE HYDRANTS

AT GRADE.

5. THRUST BLOCKS SHALL BE INSTALLED IAW NFPA 24.

A1

SCALE: NTS

POST INDICATOR VALVE DETAIL

CONCRETE SUPPORT

FOR TAMPER SWITCH

ELECTRICAL CONDUIT

VALVE TAMPER SWITCH

POST INDICATOR

CONC. MOW PAD

3'-L x 3'-W x 6"-D

SLOPE 1/2"/1'-0"

FINISHED GRADE

M

IN

C

O V

E R

1' - 6" SQUARE

A11

SCALE: NTS

CONCRETE THRUST BLOCKS

M

IN

C

O V

CURBS OR MAX. 5'-0"

VARIABLE MIN. 4'-0" FROM STREET

36" 36"

36" 36"

SHALL BE RED IN COLOR

CONCRETE COLLAR

CONCRETE MOW PAD FINISH GRADE

6" DEPTH

CONCRETE COLLAR (MOW PAD)

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

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US Army Corps

U .S

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A A

MANHOLE OPENING

MANHOLE WALL

BELL CONNECTOR

SLOPE 1/10

BASE

DROP CONNECTION

ENCASEMENT FOR

BELL CONNECTOR

INVERT IN GROUT

FORM SMOOTH

BELL CONNECTOR

6"

FINISHED GRADE

(SEE SPECIFICATIONS)

FRAME & COVER

OF COAL TAR EPOXY.

COATED WITH TWO COATS

EXTERIOR WALLS TO BE

MANHOLE INTERIOR AND

(2 COURSES MIN.) (4 COURSES MAX.)

GRADE RINGS OR BRICK TO GRADE

(SEE NOTE 3)

MANHOLE STEPS

1" STUCCO INSIDE & OUTSIDE

(IF REQUIRED)

DROP CONNECTION

WALL SECTIONS SHALL BE 12"

MIN. HEIGHT FOR PRECAST

90° SHORT RADIUS ELL

BARREL OF PIPE

W/CONCRETE OVER

MIN. 6" ENCASEMENT

TAR PAPER RING

WYE BRANCH

FLOW (TYP.)

SUBGRADE

12" COMPACTED

SPECIFICATIONS)

703 OF CDOT STANDARD

AGGREGATE PER SECTION

BACKFILL (CDOT #8 COARSE

6 INCH COMPACTED SELECT

UNIT SHALL BE MONOLITHIC

BASE SLAB AND LOWER

IN PLACE

BRICK-CEMENT

V

A R

IE

S

AT CROWN OF PIPE

TOP OF BENCH

1/10 (TYP.)

4' MIN.6" MIN. (TYP.)

M

IN

M

A X

6"(TYP.)

2"

A1

2' - 0" INSIDE DIA.

2' - 0" MIN.

x

1' - 3" MIN.

12" (TYP.)

AREAS ONLY)

(2" GRASSED

MANHOLES

NTS

1. THE MINIMUM HEIGHT FOR PRECAST WALL

SECTIONS SHALL BE 12"

2. A 2" THICK MAX. LAYER OF MORTAR SHALL

BE USED FOR TOP SLAB AND/OR FRAME AND

GRATE ADJUSTMENT.

3. STEPS WILL BE REQUIRED ON ALL MANHOLES

MORE THAN 4' - 0" DEEP, 12" TO WITH

THE TOP STEP WITHIN 2' - 0" OF THE TOP OF

FRAME. STEPS SHALL BE LOCATED

DIRECTLY BELOW THE COVER, BUT NOT IN

THE SAME WALL AS THE PIPE OUTLET.

ALL PIPES SHALL BE LAID TO OR CUT

4. FLUSH WITH THE INSIDE WALL OF THE

STRUCTURE AND GROUTED. FOR INSTALLATION

IN PRECAST MANHOLES, CONCRETE BREAKOUT

LIMITS SHALL BE PIPE O.D.+4" (MAX).

TYPICAL STANDARD PRECAST SANITARY SEWER MANOLE

NOTES:

SECTION A-A

INSTALL DROP CONNECTION ON ALL

INCOMING SEWERS WITH AN INVERT

ELEV. GREATER THAN 2' - 0" ABOVE

OUTLET INVERT ELEVATION.

NOTE:

FLOW (TYP.)

PLAN

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

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FY 20 TRANSIENT

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SHEET KEYNOTES

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