W912QR25BA008_Plans-0001.pdf

PDF 7 MB Posted May 27, 2025

Attached to: BOWST Addition/ OFT Renovation, Building 321, Niagara Falls Air Reserve Station
Solicitation number: W912QR25BA008
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · May 27, 2025

These are architectural and engineering design plans for a U.S. Army Corps of Engineers project at Niagara Falls Air Reserve Station, specifically for a BOWST (Building Operations and Workforce Support Technology) Addition and OFT (Organizational Functional Training) Renovation of Building 321. The comprehensive set of 31 detailed blueprint sheets includes site plans, foundation plans, floor plans, building sections, utility plans, fire protection plans, telecommunications layouts, and mechanical system diagrams. The plans cover a multi-purpose facility with spaces including a simulator high bay, mechanical rooms, computer rooms, briefing rooms, offices, corridors, storage areas, and support spaces. Key technical details include site grading, storm drainage, utility connections, fire suppression systems, HVAC configurations, and structural elements designed to integrate with the existing building infrastructure.

View the file

Other files

File	Type	Posted
Bid Opening Results - W912QR25BA008.pdf	PDF	Jun 9, 2025
W912QR25BA008_Plans-0002.pdf	PDF	Jun 2, 2025
W912QR25BA008_Specs-0002.pdf	PDF	Jun 2, 2025
W912QR25BA008_Specs-0001.pdf	PDF	May 27, 2025
Site Visit Sign in Sheet.pdf	PDF	Apr 30, 2025
W912QR25BA008_Plans-0000.pdf	PDF	Apr 15, 2025
Class JA for USAF Brand Name HVAC_ Redacted.pdf	PDF	Apr 15, 2025
W912QR25BA008_Specs_Vol2-0000.pdf	PDF	Apr 15, 2025
JA Simplex Fire Panel- Niagara Falls BOWST_Redacted.pdf	PDF	Apr 15, 2025
JA Andover Controls_Redacted.pdf	PDF	Apr 15, 2025
JA BEST Standard CORMAX_Redacted.pdf	PDF	Apr 15, 2025
W912QR25BA008_Specs_Vol1-0000.pdf	PDF	Apr 15, 2025

Show all 12

On GovTribe

Work with this file

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

Try for free Login

Text version

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

2Q R

Pl an s-

FLIGHT

SIMULATOR

BUILDING

EDGE OF PAVEMENT

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW OHW OHW

OHW OHW OHW OHW OHW OHW

EDGE OF PAVEMENT

CONCRETE

PARKING

AREA

CURB

CONC.

PAD

FF:595.98

FF:595.95

FF:595.93

12" SPRUCE

24" MAPLE

1 STORY

BUILDING

CONC.

PAD

CONC.

PAD

D.I.

RIM:594.08

SUMP:590.75

D.I.

RIM:592.26

INV W:589.30±

SUMP:588.91

CONC.

PAD

BIKE

RACK

STANDPIPE

CENTERLINE

SIGN

SUM

SIGN

SAN. M.H.

RIM:592.85

SURCHARGED

C.B.

RIM:592.13

SUMP:589.11

D.I. RIM:591.80

INV N= 589.15±

INV E= 589.10±

INV SW= 589.00±

SUMP= 588.7±

C.B.

RIM:592.04

SUMP:588.22

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

UTILITY BOX

(ABANDONED)

BRICK

ENCLOSURE

C.B.

RIM:592.94

SUMP:586.44

D.I.

RIM:593.55

SUMP:590.05

B-5

B-3

B-2

B-1

B-4

CONC. PAD

HULBY STREET

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

OS 1-1

OS 2-1

OS 1-2

OS 5-1

EX CB 1-3

ASPHALT

OS 4-1

LIN

" R

VANPOOL

CARPOOL

ONLY

FEV/LEV

ONLY

FEV/LEV

ONLY

VANPOOL

CARPOOL

ONLY

FF:596.0

CB 1-2

CB 1-1

N:1135334.79 E:1053628.21

N:1135265.63 E:1053803.96

N:1135229.33 E:1053828.49

N:1135218.02 E:1053838.88

N:1135207.63 E:1053827.57

N:1135228.87 E:1053808.05

N:1135216.24 E:1053804.13

N:1135182.31 E:1053804.24

N:1135182.31 E:1053839.00

N:1135167.13 E:1053882.03

N:1135151.77 E:1053882.03

N:1135151.77 E:1053866.68

N:1135163.76 E:1053853.56

N:1135163.82 E:1053820.24

N:1135166.47 E:1053820.24

N:1135166.40 E:1053765.54

N:1135130.45 E:1053765.55

N:1135130.44 E:1053685.60

N:1135081.57 E:1053768.62

N:1135081.71 E:1053815.42

N:1135029.82 E:1053768.64

N:1135028.06 E:1053685.84

N:1135028.06 E:1053652.70

N:1135036.83 E:1053652.70

N:1135036.83 E:1053618.56

N:1135052.19 E:1053618.56

N:1135052.19 E:1053642.70

N:1135098.40 E:1053642.70

N:1135114.24 E:1053628.21

LOW

LOW LOW

W LOW LOW

LOW LOW

LOW LO

LOW

LOW LOW LOW LOW

LOW

LOWLOWLOW

LOW

LOW LOW LOW

LOW

LOW LOW LOW

LOW

LOW LOW LOW LOW LOW

N:1135334.84 E:1053636.94

N:1135329.03 E:1053699.15

N:1135299.31 E:1053768.51

N:1135278.27 E:1053791.73

N:1135310.31 E:1053751.83

N:1135319.03 E:1053733.85

OS 4-1

0+32

0+90

WLOW

N:1135060.35 E:1053815.47

N:1135060.39 E:1053846.00

N:1134986.81 E:1053845.99

LOW LOW

N:1135029.82 E:1053814.42

N:1134986.81 E:1053814.42

0 40'20'10'

GENERAL SHEET NOTES

LEGEND

1. SEE SHEETS CS102 AND CS103 FOR HORIZONTAL CONTROL AND DIMENSIONS.

2. SEE SHEETS CG500-CG504 FOR SITE DETAILS.

3. CONTRACTOR MUST COMPLY WITH CURRENT GENERAL PERMIT AT THE TIME OF CONSTRUCTION.

CONTRACTOR WORK LIMIT PLANLOW

SCALE: 1"=20'

CONTRACTOR WORK LIMITSA1

M .B

M .G

C O

R W

O R

GS103

/0 5/

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

.D W

G 3:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

2Q R

Pl an s-

BUILDING

EDGE OF PAVEMENT

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW

EDGE OF PAVEMENT

CONCRETE

PARKING

AREA

CURB

CONC.

PAD

FF:595.98

FF:595.95

FF:595.93

12" SPRUCE

24" MAPLE

D.I.

RIM:594.08

SUMP:590.75

D.I.

RIM:592.26

INV W:589.30±

SUMP:588.91

CONC.

PAD

BIKE

RACK

SIGN

SAN. M.H

RIM:592.85

SURCHARGED

C.B.

RIM:592.13

SUMP:589.11

D.I. RIM:591.80

INV N= 589.15±

INV E= 589.10±

INV SW= 589.00±

SUMP= 588.7±

C.B.

RIM:592.04

SUMP:588.22

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

UTILITY BOX

(ABANDONED)

BRICK

ENCLOSURE

D.I.

RIM:593.55

SUMP:590.05

B-5

B-3

B-2

B-1

B-4

CONC. PAD

HULBY STREET

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

OS 1-1

OS 2-1

OS 1-2

OS 5-1

EX CB 1-3

OS 4-1

LIN

" R

VANPOOL

CARPOOL

ONLY

FEV/LEV

ONLY

FEV/LEV

ONLY

VANPOOL

CARPOOL

ONLY

FF:596.0

OS 4-1

0+32

LOW

LOW LOW

W LOW LOW

LOW LOW

LOW LO

LOW

LOW LOW LOW LOW

LOW

LOWLOWLOW

LOW

LOW LOW LOW

LOW

LOW LOW LOW

LOW

LOW LOW LOW LOW LOW

LOW LOW

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

W G

/2 /2

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 40'20'10'

GENERAL SHEET NOTES

LEGEND

1. TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NEW YORK STATE

STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

2. THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES TO

PREVENT SEDIMENT AND MATERIAL TRANSPORT OUTSIDE THE CONTRACTOR

LAYDOWN AREA (ON THE SOUTH SIDE OF KRUG AVENUE).

3. THE CONTRACTOR SHALL INSTALL A CONCRETE WASHOUT FACILITY AT A

LOCATION AS DIRECTED BY THE CONTRACTING OFFICER REPRESENTATIVE AND

IN ACCORDANCE WITH THE EROSION CONTROL DETAILS.

4. SEE SHEET GC501 FOR EROSION CONTROL DETAILS.

5. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER SEVEN (7) DAYS

BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY,AND SHALL BE REQUIRED

TO HOLD A PRE- CONSTRUCTION MEETING BETWEEN PROJECT

REPRESENTATIVES AND A REPRESENTATIVE OF THE CONTRACTING OFFICER.

6. THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER IN WRITING AND BY

TELEPHONE AT THE FOLLOWING POINTS:

6.A. THE REQUIRED PRE- CONSTRUCTION MEETING.

6.B. FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES.

6.C. DURING THE INSTALLATION OF BIORETENTION BASIN.

6.D. PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL

STRUCTURE

6.E. PRIOR TO REMOVAL OF ALL SEDIMENT CONTROL DEVICES.

6.F. PRIOR TO FINAL ACCEPTANCE.

7. THE CONTRACTOR SHALL CONSTRUCT ALL EROSION AND SEDIMENT CONTROL

MEASURES PER THE APPROVED SWPPP AND, SHALL HAVE THEM INSPECTED AND

APPROVED BY THE CONTRACTING OFFICER PRIOR TO BEGINNING ANY OTHER

LAND DISTURBANCES. MINOR SEDIMENT CONTROL DEVICE LOCATION

ADJUSTMENTS MAY BE MADE IN THE FIELD WITH THE APPROVAL OF THE

CONTRACTING OFFICER. THE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF

FROM DISTURBED AREAS IS DIRECTED TO THE SEDIMENT CONTROL MEASURE

WITHOUT PRIOR PERMISSION FROM THE CONTRACTING OFFICER. THE

CONTRACTOR MUST OBTAIN PRIOR APPROVAL FOR CHANGES TO THE SEDIMENT

CONTROL PLAN.

8. THE CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS

AND EGRESS TO PREVENT THE DEPOSITION OF MATERIALS ONTO AREA

ROADWAYS. ALL MATERIALS DEPOSITED ONTO AREA ROADWAYS SHALL BE

REMOVED IMMEDIATELY.

9. THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN

EFFECTIVE OPERATING CONDITION ALL EROSION AND SEDIMENT CONTROL

MEASURES UNTIL SUCH TIMES AS THEY ARE REMOVED WITH PRIOR PERMISSION

FROM THE CONTRACTING OFFICER.

10. THE CONTRACTOR SHALL APPLY SOD OR HYDROSEED, OR OTHER APPROVED

STABILIZATION MEASURES TO ALL DISTURBED AREAS AND STOCKPILES

IMMEDIATELY AFTER STRIPPING AND GRADING ACTIVITIES HAVE CEASED IN THE

AREA. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE

CONTINUED STABILIZATION.

11. PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW

SHALL BE STABILIZED WITH SOD, OR SEED WITH AN APPROVED EROSION

CONTROL MATTING, RIPRAP OR BY OTHER APPROVED STABILIZATION MEASURES.

12. TEMPORARY SEDIMENT CONTROL DEVICES MAY BE REMOVED, WITH PERMISSION

OF THE CONTRACTING OFFICER, WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING

ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL CONTRIBUTARY

DRAINAGE AREAS.

13. FOR FINISHED GRADING, THE CONTRACTOR SHALL PROVIDE ADEQUATE

GRADIENTS SO AS TO: PREVENT WATER FROM STANDING ON THE SURFACE MORE

THAN TWENTY FOUR (24) HOURS AFTER THE END OF A RAINFALL EXCEPT IN

DESIGNATED DRAINAGE COURSES AND SWALE FLOW AREAS WHICH MAY DRAIN

AS LONG AS FORTY-EIGHT (48) HOURS AFTER THE END OF A RAINFALL, AREAS

DESIGNED TO HAVE STANDING WATER SHALL NOT BE REQUIRED TO MEET THIS

REQUIREMENT.

14. TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED IN

ACCORDANCE WITH PROJECT PLANS. IN ADDITION, SIMILAR MEASURES SHALL BE

INSTALLED WHERE AND WHEN FIELD CONDITIONS, OR FIELD OPERATIONS OF THE

INDIVIDUAL SITE CONTRACTOR MAY WARRANT. ALL TEMPORARY EROSION

CONTROL MEASURES USED SHALL BE PERIODICALLY INSPECTED, CLEANED,

MAINTAINED AND OTHERWISE KEPT IN AN EFFECTIVE OPERATIONAL MANNER

THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL THE NOTICE OF

TERMINATION HAS BEEN FILED.

15. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE

WITH THE SWPPP PLAN.

16. CONTRACTOR MUST UTILIZE EXISTING RAIN GARDEN AS SEDIMENT TRAP UNTIL

95% STABILIZATION OF THE SITE IS MET.

INLET PROTECTION

TEMPORARY

CULVERT

LIMIT OF WORKLOW

1. SILT FENCE. SEE DETAIL J4, SHEET GC501.

2. SOIL STOCKPILE. SEE DETAIL D17, GC501.

3. CONCRETE WASHOUT. SEE DETAIL D10, SHEET GC501.

4. CONSTRUCTION ENTRANCE. SEE DETAIL H10, SHEET GC501.

5. TEMPORARY 12" CORRUGATED HDPE PIPE.

6. INLET PROTECTION. SEE DETAIL H14, GC501.

7. TEMPORARY CONTRACTOR LAYDOWN AREA ACROSS KRUG

AVENUE. SEE SHEET V-101.

SHEET KEY NOTES

SILT FENCE

SOIL STOCKPILE// // // // //

SCALE: 1"=20'

EROSION CONTROL PLANA1

M .B

M .G

N C

O N

GC101

1 1

/0 5/

2Q R

Pl an s-

FF:596.0

CB 1-2

CB 1-1

KRUG AVENUE

HULBY STREET

BUILDING ADDITION

STAGING AREA

OS 4-1

0+32

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\A C

4G R

D W

G 3:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 80'40'20'

SCALE: 1"=20'

AERIAL PHOTOGRAPHA1

M .B

M .G

V-101

GOOGLE EARTH IMAGE, MAY 2022

/0 5/

2Q R

Pl an s-

BUILDING

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

BRICK

ENCLOSURE

OS 1-1

OS 2-1

OS 1-2

OS 5-1

EX CB 1-3

RIM:590.25

INV NE:587.75±

OS 4-1

LIN

" R

LIN

E 1

LIN

E 1

" H

ONLY

CARPOOL

VANPOOL ONLY

CARPOOL

VANPOOL

ONLY

FEV/LEV ONLY

FEV/LEV

HULBY STREET

LIN

LINE 2

12" RCP

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

OS 4-1

0+32

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

W G

/2 /2

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 40'20'10'

GENERAL SHEET NOTES

LEGEND

1. LIMITS OF DEMOLITION SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR

CONDUCTING A FIELD INVESTIGATION TO DETERMINE REQUIRED DEMOLITION. DURING

CONSTRUCTION, DEMOLITION MAY BE ADJUSTED BASED ON FIELD CONDITIONS. CHANGES TO

DEMOLITION ARE SUBJECT TO APPROVAL FROM THE CONTRACTING OFFICER REPRESENTATIVE

(COR).

2. AT LEAST 72 HOURS IN ADVANCE, THE CONTRACTOR SHALL CONSULT THE CONTRACTING

OFFICER REPRESENTATIVE REGARDING CLOSURE OF KRUG AVENUE FOR UTILITY INSTALLATION

AND MAINTENANCE OF TRAFFIC

3. ALL SOIL IS CONTAMINATED WITH PFAS AND ANY EXCESS SOIL NOT REUSED AS BACKFILL ON-SITE IS TO BE REMOVED FROM SITE. REFER TO 02 61 13 EXCAVATION AND DISPOSAL OF HAZARDOUS

MATERIAL FOR DISPOSAL AND OTHER REQUIREMENTS. EXCAVATED ON-SITE SOILS INCLUDE

CONCRETE AND GRAVEL AGGREGATE IN CONTACT WITH CONTAMINATE SOIL.

4. CONTRACTOR MUST COMPLY WITH CURRENT GENERAL PERMIT AT THE TIME OF CONSTRUCTION.

5. CONTRACTOR MUST INVESTIGATE THE EXISTING WATER SYSTEM TO VERIFY IF A CATHODIC

PROTECTION SYSTEM IS IN PLACE PRIOR TO CONNECTION ON THE NEW LINE WITH THE EXISTING

SYSTEM. REFER TO SPEC 33 11 00.

REMOVAL AREA

SHEET KEY NOTES

1. REMOVE EXISTING UNDERDRAIN.

2. REMOVE CONCRETE PAD.

3. REMOVE CONCRETE SIDEWALK.

4. RELOCATE LIGHT. SEE SHEET CS101 AND ELECTRICAL SHEETS.

5. REMOVE OUTFALL STRUCTURE 1-2 (OS 1-2).

6. RAIN GARDEN TO BE CONVERTED TO BIORETENTION BASIN. SEE BIORETENTION BASIN DETAIL A11, SHEET GC501.

7. PRESERVE AND PROTECT EXISTING LIGHT POLE.

8. 5' REPLACEMENT OR TO NEXT ADJACENT JOINT FOR SIDEWALK AND CURB RESORATION.

9. ABANDON EXISTING UNDERDRAIN LOCATED UNDERNEATH EXISTING SIDEWALK. PROTECT EXISTING

SIDEWALK.

10. OPTION 1: REMOVE UNDERDRAIN.

11. OPTION 1: REMOVE PERVIOUS PAVEMENT.

12. SALVAGE AND RELOCATE EXISTING BIKE RACK, SEE SHEET CS101 FOR NEW LOCATION.

13. PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL E3, SHEET GC501.

14. PRESERVE AND PROTECT EXISTING CONCRETE PAD.

15. REMOVE CONCRETE SIDEWALK TO JOINT FOR INSTALLATION OF ADDITION'S FOUNDATION

16. PRESERVE AND PROTECT EXISTING 4" STEEL GAS LINE.

17. PRESERVE AND PROTECT EXISTING TELECOMMUNICATIONS LINE.

18. PRESERVE AND PROTECT EXISTING WATERLINE.

19. SAWCUT EXISTING PAVEMENT

20. PRESERVE AND PROTECT EXISTING SIDEWALK AND CURB.

21. PRESERVE AND PROTECT EXISTING UTILITY POLE.

22. REMOVE EXISTING SIGNAGE.

23. PRESERVE AND PROTECT EXISTING SIGNAGE (TYP).

24. PRESERVE AND PROTECT EXISTING COMMUNICATION COVER.

25. PRESERVE AND PROTECT EXISTING WATERLINE.

26. OPTION 1: REMOVE CONCRETE PAD

27. OPTION 1: REMOVE SANITARY CLEANOUT AND SANITARY LATERAL.

28. OPTION 1: REMOVE UNDERDRAIN, SPLASH BLOCK AND STONE.

29. OPTION 1: CUT AND CAP EXISTING FIRE LINE. ABANDON EXISTING POST INDICATOR VALVE.

30. OPTION 1: SAWCUT EXISTING PAVEMENT.

31. PRESERVE AND PROTECT EXISTING BRICK ENCLOSURE.

32. PRESERVE AND PROTECT EXISTING ELECTRICAL LINE.

33. OPTION 1: REMOVE AND REPLACE ASPHALT PAVEMENT AS NEEDED FOR FIRE SERVICE

INSTALLATION

ITEMS TO BE REMOVED

SCALE: 1"=20'

SITE DEMOLITION PLANA1

M .B

M .G

N P

CD101

/0 5/

2Q R

Pl an s-

BUILDING

EDGE OF PAVEMENT

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW

EDGE OF PAVEMENT

CONCRETE

PARKING

AREA

CURB

CONC.

PAD

FF:595.98

FF:595.95

FF:595.93

12" SPRUCE

24" MAPLE

D.I.

RIM:594.08

SUMP:590.75

D.I.

RIM:592.26

INV W:589.30±

SUMP:588.91

CONC.

PAD

BIKE

RACK

SIGN

SAN. M.H

RIM:592.85

SURCHARGED

C.B.

RIM:592.13

SUMP:589.11

D.I. RIM:591.80

INV N= 589.15±

INV E= 589.10±

INV SW= 589.00±

SUMP= 588.7±

C.B.

RIM:592.04

SUMP:588.22

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

UTILITY BOX

(ABANDONED)

BRICK

ENCLOSURE

D.I.

RIM:593.55

SUMP:590.05

OS 1-1

OS 2-1

OS 1-2

OS 5-1

EX CB 1-3

RIM:590.25

INV NE:587.75±

OS 4-1

LIN

" R

LIN

E 1

LIN

E 1

" H

B-5

B-3

B-2

B-1

B-4

CONC. PAD

ONLY

CARPOOL

VANPOOL ONLY

CARPOOL

VANPOOL

ONLY

FEV/LEV ONLY

FEV/LEV

HULBY STREET

LIN

LINE 2

12" RCP

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

FF:596.0

CB 1-2

CB 1-1

FLIGHT

SIMULATOR

BUILDING

BOWST ADDITION

FF=596.0

20 16

21 21

OS 4-1

LOW

LOW LOW

W LOW LOW

LOW LOW

LOW LO

LOW

LOW LOW LOW LOW

LOW

LOWLOWLOW

LOW

LOW LOW LOW

LOW

LOW LOW LOW

LOW

LOW LOW LOW LOW LOW

LOW LOW

22 22

6" CONCRETE CURB

WHITE DIAGONAL STRIPING

SIDEWALK

CATCH BASIN

SIGN

LAMP POST

GRAVEL MOW STRIP

CONCRETE PAVEMENT

ASPHALT PAVEMENT

GENERAL SHEET NOTES

1. SEE SHEET CD101 FOR SITE DEMOLITION PLAN.

2. SEE SHEET CP101 FOR SITE PAVEMENT PLAN.

3. SEE SHEET CG101 FOR GRADING AND STORM DRAINAGE PLAN.

4. SEE SHEET CG500 THROUGH CG504 FOR SITE DETAILS.

5. ALL SOIL IS CONTAMINATED WITH PFAS, ANY EXCESS SOIL NOT REUSED AS BACKFILL ON-SITE IS

TO BE REMOVED FROM SITE. REFER TO 02 61 13 EXCAVATION AND DISPOSAL OF HAZARDOUS

MATERIALFOR DISPOSAL AND OTHER REQUIREMENTS.

6. RESOLVE UTILITY CROSSING CONFLICTS PER APPROVED METHODS.

7. CONTRACTOR MUST COMPLY WITH CURRENT GENERAL PERMIT AT THE TIME OF CONSTRUCTION.

8. SEE SHEET CU101 FOR SITE UTILITY PLAN.

SHEET KEY NOTES

1. 4' WIDE GRAVEL MOW STRIP WITH HEADER, REFER TO ARCHITECTURAL WALL

SECTIONS.

2. 5' LENGTH OF SIDEWALK AND CURB RESTORATION OR TO NEXT ADJACENT JOINT.

3. CONSTRUCT NEW 5'X6' , 6" THICK CONCRETE PAD. RELOCATE EXISTING BIKE RACK TO THIS

LOCATION ACCORDINGLY. SEE DETAIL L7, SHEET CG502.

4. OPTION 1: REMOVE PERVIOUS PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT SEE DETAIL

G5, SHEET CG502

5. OPTION 1: REMOVE PERVIOUS PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT SEE DETAIL

G16, SHEET CG502.

6. OPTION 1: 6" CONCRETE CURB, SEE DETAIL C12, SHEET CG501.

7. CONSTRUCT NEW ADA ACCESSIBLE SIDEWALK RAMP, SEE DETAIL H9, SHEET CG500.

8. 5' DIAMETER OUTLET STRUCTURE (OS 1-2)

9. RECONNECT STORM DRAINS TO PROPOSED STRUCTURE, SEE DETAIL G10, SHEET CG503.

10. OPTION 1: CATCH BASINS (2), SEE DETAIL B16, SHEET CG503.

11. CONSTRUCT NEW 6'-0" WIDE SIDEWALK, 6" THICK WIRE MESH REINFORCED, SEE DETAIL A1, SHEET

CG500.

12. RELOCATE EXISTING LIGHT STANDARD TO THIS LOCATION.

13. HEADER TO DAYLIGHT INTO BIORETENTION BASIN.

14. CONSTRUCT CONCRETE STOOP, SEE DETAIL L15, SHEET CG503.

15. CONSTRUCT SIDEWALK-STOOP INTERFACE, SEE DETAIL G17, SHEET CG503.

16. PRESERVE AND PROTECT EXISTING LIGHT POLE DURING CONSTRUCTION.

17. SEE SITE PAVEMENT PLAN FOR PARKING SPACE LAYOUT.

18. OPTION 1: CURB CUTS AT RAIN GARDEN, SEE DETAIL C12, SHEET CG501.

19 CHILLER PAD. SEE DETAIL B1, SHEET CG502.

20. BUILDING ENTRANCE SIGN, SEE DETAIL A11, SHEET CG502.

21. DOWNSPOUT TO HEADER CONNECTION WITH 6" 90 DEGREE FITTING. SEE DETAIL J14, SHEET CG501.

22. DOWNSPOUT TO HEADER CONNECTION WITH 6" X 6" TEE.

23. 18" WIDE GRAVEL MOW STRIP, REFER TO ARCHITECTURAL WALL SECTIONS.

24. OPTION 1: RESTRIPE PARKING AREA (21 SPACES, 9'X19 TYP) SEE DETAIL J12, SHEET CG502.

25. PROVIDE PROJECT SIGN. CONFIRM LOCATION WITH COR.

26. UNDERDRAIN CLEANOUT (TYP.). SEE DETAIL J3 ON SHEET CG501.

27. OPTION 1: FIRE PUMP PAD, SEE DETAIL A9, SHEET CG504.

28. OPTION 1: SPLASHBLOCK, SEE DETAIL K3, SHEET CG503.

29. OPTION 1: CONNECT NEW UNDERDRAIN TO EXISTING UNDERDRAIN.

30. OPTION 1: NEW GRAVEL MOW STRIP TO MATCH EXISTING WIDTH AND DEPTH.

31. OPTION 1: CONSTRUCT CONCRETE STOOP, SEE DETAIL L15, SHEET CG503.

LIMIT OF WORKLOW LOW

LEGEND

0 40'20'10'

TOP/BOTTOM OF BIORETENTION BASIN

M .B

M .G

CS101

SCALE: 1"=20'

SITE DEVELOPMENT PLANA1

M .B

M .G

CS101

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

W G

/2 /2

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

UNDERDRAIN

/0 5/

2Q R

Pl an s-

FF:596.0

CB 1-2

CB 1-1

FLIGHT

SIMULATOR

BUILDING

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

BRICK

ENCLOSURE

OS 1-1

OS 2-1

OS 1-2

OS 5-1

EX CB 1-3

RIM:590.25

INV NE:587.75±

OS 4-1

LIN

" R

LIN

E 1

LIN

E 1

" H

ONLY

CARPOOL

VANPOOL ONLY

CARPOOL

VANPOOL

ONLY

FEV/LEV ONLY

FEV/LEV

HULBY STREET

LIN

LINE 2

12" RCP

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

FLIGHT

SIMULATOR

BUILDING

BOWST ADDITION

64 65

94 95

104 105

CURVE RADIUS: 30'

CURVE LENGTH: 48'

CURVE RADIUS: 20'

CURVE LENGTH: 28'

CURVE RADIUS: 30'

CURVE LENGTH: 33'

CURVE RADIUS: 20'

CURVE LENGTH: 22'

CURVE RADIUS: 10'

CURVE LENGTH: 18'

CURVE RADIUS: 20'

CURVE LENGTH: 14'

CURVE RADIUS: 23'

CURVE LENGTH: 25'

CURVE RADIUS: 13'

CURVE LENGTH: 12'

CURVE RADIUS: 1.5'

CURVE LENGTH: 3'

CURVE RADIUS: 30'

CURVE LENGTH: 20'

CURVE RADIUS: 8'

CURVE LENGTH: 12'

CURVE RADIUS:21'

CURVE LENGTH: 33'

OS 4-1

129130

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

.D W

G 3:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 40'20'10'

GENERAL SHEET NOTES

LEGEND

1. DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB, OR BOTTOM OF

RAIN GARDENS.

2. REFER TO SHEET CS103 FOR SITE COORDINATE TABLES.

TOP/BOTTOM OF BIORETENTION BASIN

POINT LOCATION MARKER

SCALE: 1"=20'

HORIZONTAL CONTROL PLANA1

M .B

M .G

H O

O N

C O

O L

CS102

/0 5/

2Q R

Pl an s-

GAS

EXISTING

BUILDING FACESANITARY SEWER

CLEANOUT

CONNECT TO EXISTING

6" POLYPROPYLENE

SANITARY SEWER LATERAL

ENCASED IN CONCRETE

EXISTING GRADE

FIRE PUMP PAD

SEE DETAIL A1,

SHEET CG502

Point Table

POINT #

EASTINGS

1053637.13

1053654.50

1053653.40

1053667.09

1053677.14

1053675.31

1053709.98

1053736.45

1053741.98

1053737.64

1053741.77

1053715.30

1053711.46

1053721.54

1053715.54

1053765.54

1053725.70

1053724.20

1053725.70

1053724.20

1053721.54

1053725.70

1053724.20

1053721.54

1053715.54

1053711.39

1053705.55

1053701.78

1053695.69

1053688.48

1053684.14

1053664.32

1053675.40

1053681.19

1053692.72

1053730.59

1053736.29

NORTHINGS

1135334.77

1135316.50

1135303.99

1135278.30

1135256.19

1135249.82

1135246.65

1135227.48

1135220.29

1135216.10

1135211.75

1135210.56

1135207.55

1135192.21

1135194.75

1135186.78

1135188.28

1135186.78

1135190.78

1135166.86

1135158.86

1135136.39

1135136.40

1135203.16

1135190.28

1135190.20

1135163.67

1135155.54

1135155.27

1135174.64

1135208.84

1135229.65

1135232.52

1135229.44

1135216.25

1135199.70

DESCRIPTION

EDGE OF PAVEMENT

PROPOSED CATCH BASIN LOCATION

BACK OF SIDEWALK

BOTTOM OF CURB

PROPOSED CATCH BASIN LOCATION

BOTTOM OF CURB

EDGE OF SIDEWALK

PROPOSED SIDEWALK

BUILDING CORNER

GRAVEL MOW STRIP

BUILDING CORNER

GRAVEL MOW STRIP

CONCRETE STOOP

GRAVEL MOW STRIP

CONCRETE STOOP

GRAVEL MOW STRIP

CONCRETE STOOP

PROPOSED SIDEWALK

5' DIAMETER OUTLET STRUCTURE

HEADER

BOTTOM OF BIORETENTION

BIKE RACK

SIGN

Point Table

POINT #

EASTINGS

1053762.86

1053760.58

1053765.54

1053771.60

1053771.54

1053772.78

1053779.29

1053765.54

1053765.55

1053725.70

1053724.20

1053775.39

1053774.88

1053785.56

1053785.92

1053740.37

1053736.80

1053711.51

1053707.64

1053689.22

1053689.16

1053687.50

1053682.88

1053825.44

1053836.44

1053825.44

1053656.32

1053672.38

1053676.32

1053697.25

1053720.35

1053721.39

1053717.78

1053711.69

1053708.02

1053688.81

1053687.23

1053656.32

1053689.22

NORTHINGS

1135198.61

1135191.92

1135191.87

1135198.17

1135166.55

1135208.47

1135209.09

1135166.40

1135130.45

1135130.44

1135247.58

1135253.75

1135264.42

1135264.77

1135301.02

1135302.84

1135312.61

1135313.63

1135317.10

1135316.60

1135301.40

1135297.88

1135175.82

1135170.82

1135208.84

1135235.41

1135237.48

1135236.03

1135219.51

1135204.10

1135200.69

1135188.85

1135161.99

1135144.70

1135144.66

1135174.64

1135317.10

DESCRIPTION

BOTTOM OF CURB

PROPOSED SIDEWALK

EDGE OF PAVING

PROPOSED SIDEWALK

BUILDING CORNER

GRAVEL MOW STRIP

EDGE OF PAVING

BOTTOM OF CURB

BACK OF CURB

CURB CUT

BACK OF CURB

BOTTOM OF CURB

EDGE OF PAVEMENT

CHILLER PAD

Point Table

POINT #

EASTINGS

1053708.33

1053727.53

1053747.34

1053765.11

1053656.32

1053687.23

1053730.23

1053705.35

1053656.32

1053712.64

1053663.51

1053687.64

1053715.64

1053717.07

1053703.57

1053695.57

1053665.57

1053794.46

1053794.43

1053800.79

1053800.86

1053813.43

1053813.46

1053801.43

1053805.14

1053833.11

1053799.43

1053821.97

1053834.56

1053833.11

1053821.94

1053822.05

1053821.94

NORTHINGS

1135315.10

1135307.35

1135299.35

1135284.90

1135226.98

1135243.20

1135212.44

1135142.45

1135143.72

1135195.84

1135222.81

1135234.20

1135212.93

1135211.51

1135200.69

1135156.68

1135153.47

1135081.56

1135077.72

1135077.78

1135081.65

1135078.68

1135062.66

1135062.68

1135057.68

1135050.05

1135043.66

1135066.67

1135077.76

1135043.99

1135058.84

1134999.69

1135005.34

1135002.48

1134997.80

DESCRIPTION

CONCRETE PAD

CLEAN OUT

SANITARY SEWER CONNECTION

EXISTING FIRE LINE

CONCRETE PAD

POST INDICATOR VALVE

FIRE LINE CAP

45 DEG BEND

TAPPING SLEEVE AND VALVE

SANITARY SEWER CLEANOUT

SEE DETAIL K9, SHEET CG503

6" POLYPROPYLENE SANITARY

SEWER LATERAL TO CONNECT

TO EXISTING LATERAL COMING

EXISTING GRADE

EXISTING

BUILDING FACE

FIRE PUMP PAD

SEE DETAIL A9, SHEET CG504

FIRE PUMP

PAD

PROPOSED GRADE

INV = 592.60± AT

BUILDING FACEKRUG AVENUE

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

.D W

G 3:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

N.T.S.

SITE COORDINATE TABLEA1

M .B

M .G

C O

O R

CS103

/0 5/

2Q R

Pl an s-

BUILDING

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW OHW OHW

OHW OHW OHW OHW OHW OHW

1 STORY

BUILDING

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

BRICK

ENCLOSURE

HULBY STREET

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

FF:596.0

590.90

590.92

BOWST ADDITION

FLIGHT

SIMULATOR

BUILDING

595.77595.77

-33.3%

-3 3.4

-33.3%

-50 .0%

-33.8%

7 710

CB 1-2

CB 1-1

595.85

595.99

592.92

594.48

593.92

595.00

594.61

594.25 593.97

592.86592.50

594.48

594.35

594.25

592.82

594.43

594.12 594.54

594.86

594.29

594.15

594.86

594.79

595.17 595.34595.38 595.38

594.73

595.85

593.56 593.46

594.12

594.38

594.57

594.76

593.63

595.92

596.00

595.25

595.25 595.25

595.25 593.00

593.65

594.08

593.35

FF: 595.95

OS 4-1

595.90

595.93 595.90 595.90

595.90 595.90

595.90

GUY WIRE

UTILITY POLE

UTILITY BOX

UTILITY MANHOLE

HYDRANT

WATER VALVE

CATCH BASIN

SANITARY MANHOLE

SIGN

LAMP POST

FOUND REBAR

UNDERGROUND TELECOMMUNICATION L

UNDERGROUND ELECTRICAL LINES

UNDERGROUND GAS LINES

UNDERGROUND SANITARY LINES

UNDERGROUND STORM LINES

UNDERGROUND WATER LINES

EXISTING UNDERDRAIN

OVERHEAD ELECTRICAL &

COMMUNICATION WIRES

6" CONCRETE CURB

GRAVEL MOW STRIP

CONCRETE PAVEMENT

594.82

SIDEWALK

CATCH BASIN

SIGN

LAMP POST

SPOT ELEVATIONS

B-3

BORING LOCATIONS

FIRE SERVICE

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

W G

A M

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 40'20'10'

GENERAL SHEET NOTES

1. SEE SHEET GS103 FOR CONTRACTOR WORK LIMIT COORDINATES.

2. SEE SHEET CS103 FOR HORIZONTAL CONTROL AND DIMENSIONS.

3. SEE SHEETS CG500 THROUGH CG504 FOR SITE DETAILS.

4. ALL GRADED AREAS, SLOPES, BASINS AND OTHER DISTURBED AREAS TO BE

SEEDED IN ACCORDANCE TO SPECIFICATION 32 92 19.

5. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND INVERTS.

6. FOR TYPICAL TRENCH DETAIL, SEE DETAIL J8, SHEET CG501.

SHEET KEY NOTES

1. 12" SMOOTH LINED CORRUGATED PLASTIC PIPE, SEE PROFILES, SHEET CG201.

2. BIORETENTION BASIN. SEE FILTRATION BIORETETION BASIN CROSS SECTION ON

EROSION CONTROL DETAILS. SEE DETAIL A11, SHEET GC501.

3. OPTION 1: CATCH BASINS, SEE DETAIL B16, SHEET CG503.

4. 8" PERFORATED UNDERDRAIN (TYP.).

5. OPTION 1: CURB CUTS, SEE DETAIL C12, SHEET CG501.

6. RECONNECT STORM DRAINS TO OUTLET STRUCTURE, SEE DETAIL G10, SHEET

CG503.

7. DOWNSPOUT TO HEADER CONNECTION WITH 6" 90 DEGREE FITTING. SEE DETAIL

J14, SHEET CG501.

8. DOWNSPOUT TO HEADER CONNECTION WITH 6" X 6" TEE.

9. 6" SLCPP. INV. OUT 593.0+-

10. 4' WIDE GRAVEL MOW STRIP WITH HEADER, REFER TO ARCHITECTURAL WALL

SECTIONS.

11. 5' DIAMETER OUTLET STRUCTURE (OS 1-2). SEE DETAIL A11, SHEET GC501.

12. UNDERDRAINS CONNECTION WITH 8" X 8" TEE

13. 18" WIDE GRAVEL MOW STRIP, REFER TO ARCHITECTURAL WALL SECTIONS.

14. OPTION 1: SPLASH BLOCK, SEE DETAIL K3, SHEET CG503. SEE ARCHITECTURAL

PLANS FOR INTERNAL ROUTING OF ROOF LEADER.

15. OPTION 1: NEW GRAVEL MOW STRIP TO MATCH EXISTING WIDTH AND DEPTH.

16. OPTION 1: 8" PERFORATED UNDERDRAIN (TYP.).

LEGEND

SCALE: 1"=20'

GRADING AND STORM DRAINAGE PLANA1

M .B

M .G

G R

G A

N D

R M

D R

CG101

UNDERDRAIN & SPLASH BLOCK

/0 5/

2Q R

Pl an s-

OS 1-1

OS 2-1

OS 1-2

OS 5-1

EX CB 1-3

OS 4-1

LIN

" R

VANPOOL

CARPOOL

ONLY

FEV/LEV

ONLY

FEV/LEV

ONLY

VANPOOL

CARPOOL

ONLY

FF:596.0

FLIGHT

SIMULATOR

BUILDING

EDGE OF PAVEMENT

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW

EDGE OF PAVEMENT

CONCRETE

PARKING

AREA

CURB

CONC.

PAD

FF:595.98

FF:595.95

FF:595.93

12" SPRUCE

24" MAPLE

D.I.

RIM:594.08

SUMP:590.75

D.I.

RIM:592.26

INV W:589.30±

SUMP:588.91

CONC.

PAD

BIKE

RACK

SIGN

SAN. M.H

RIM:592.85

SURCHARGED

C.B.

RIM:592.13

SUMP:589.11

D.I. RIM:591.80

INV N= 589.15±

INV E= 589.10±

INV SW= 589.00±

SUMP= 588.7±

C.B.

RIM:592.04

SUMP:588.22

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

UTILITY BOX

(ABANDONED)

BRICK

ENCLOSURE

D.I.

RIM:593.55

SUMP:590.05

B-5

B-3

B-2

B-1

B-4

CONC. PAD

HULBY STREET

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

OS 4-1

12 4

B-3

BORING LOCATIONS

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

.D W

G 3:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 40'20'10'

GENERAL SHEET NOTES

1. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HERE ARE BASED

UPON ABOVE GROUND EVIDENCE AND AVAILABLE BASE MAPPING. THERE MAY

ALSO BE OTHER EXISTING UTILITIES FOR WHICH NO ABOVE GROUND

EVIDENCE IS OBSERVABLE PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR

SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. THE

CONTRACTING OFFICER REPRESENTATIVE (COR) SHOULD BE NOTIFIED OF

ANY CONFLICTS OR DISCREPANCIES PRIOR TO INSTALLATION.

2. NIAGARA FALLS ARS OWNS ALL THE UTILITIES INSIDE THE BASE. CONTRACTOR

SHALL OBTAIN A DIG PERMIT FROM THE ARS BEFORE ANY WORK IS DONE. ALL

UTILITIES WORK SHALL BE COORDINATED WITH NIAGARA FALLS ARS.

3. DEPTH OF COVER OVER TOP OF WATER PIPING SHALL BE NOT LESS THAN 60"

UNLESS OTHERWISE NOTED.

4. DEPTH OF COVER OVER TOP OF SANITARY SEWER SHALL BE NOT LESS THAN

42" UNLESS OTHERWISE NOTED.

5. ROOF DRAINS/DOWNSPOUTS FOR EXISTING BUILDING ARE ROUTED INSIDE

THE BUILDING AND OUTLET TO SPLASH BLOCKS, SEE

ARCHITECTURAL/STRUCTURAL SHEETS.

6. SEE SHEET CG201 FOR UTILITY PROFILES

7. CONTRACTOR MUST INVESTIGATE THE EXISTING UTILITY SYSTEMS TO VERIFY

IF A CATHODIC PROTECTION SYSTEM IS IN PLACE PRIOR TO CONNECTION ON

THE NEW LINE WITH THE EXISTING SYSTEM. REFER TO SPEC 33 11 00.

8. CONTRACTOR MUST COORDINATE WITH COR FOR TRAFFIC CONTROL AND

ROUTING FOR UTILITY WORK IN ROADWAY

SHEET KEY NOTES

1. OPTION 1: SANITARY CLEANOUT. SEE DETAIL K9, SHEET CG503

2. OPTION 1: 8" POLYPROPOLENE (PP) SANITARY SEWER. FOR PIPE TRENCH

DETAIL SEE DETAIL J8, SHEET CG501.

3. OPTION 1: 8" FIRE SERVICE LINE WITH MINIMUM COVER OF 60". SEE FIRE

SERVICE PROFILE CG201.

4. OPTION 1: CAP EXISTING FIRE SERVICE

5. RESOLVE UTILITY CROSSING CONFLICTS PER APPROVED METHODS.

6. OPTION 1: PIPING TO BE RESTRAINED USING THRUST BLOCKS AND JOINT

HARNESSING. SEE DETAIL G12 ON SHEET CG504 AND DETAIL A1 ON SHEET

CG503. SEE ARCHITECTURAL AND FIRE PROTECTION SHEETS FOR INTERNAL

PIPING.

7. OPTION 1: DUCTILE IRON PIPING FROM FIRE SERVICE INTERCONNECTION TO

FIRE PUMP PAD. FOR CONNECTING TO EXISTING UTILITIES, SEE DETAIL H5

CG504.

8. OPTION 1: POST INDICATOR VALVE, SEE DETAIL A4 SHEET CG504.

9. OPTION 1: CONNECT TO EXISTING SANITARY SEWER LATERAL, FOR SANITARY

SEWER LATERAL PROFILE, SEE SHEET CG201.

10. RELOCATE EXISTING LIGHT TO THIS LOCATION. SEE ELECTRICAL SHEETS FOR

WIRING AND ADDITIONAL INFORMATION.

11. COORDINATE WITH FIRE PROTECTION DRAWINGS FOR FIRE SERVICE

PENETRATION OF CONCRETE PAD.

12. OPTION 1: TAPPING SLEEVE AND VALVE TO BE INSTALLED ON EXISTING

WATERMAIN IN ACCORDANCE WITH SPECIFICATION 33 11 00. SEE DETAIL B1,

SHEET CG504.

SCALE: 1"=20'

SITE UTILITY PLANA1

M .B

M .G

CU101

FIRE SERVICE

45° BEND

ENTRANCE SIGN

SIDEWALK

GRAVEL MOW STRIP

LEGEND

CLEAN OUT

SPLASH BLOCK

UNDERDRAIN

POST INDICATOR VALVE

TAPPING SLEEVE AND VALVE

1 1 1

/0 5/

2Q R

Pl an s-

OS 1-1

OS 2-1

OS 1-2

OS 5-1

EX CB 1-3

OS 4-1

LIN

" R

VANPOOL

CARPOOL

ONLY

FEV/LEV

ONLY

FEV/LEV

ONLY

VANPOOL

CARPOOL

ONLY

FF:596.0

CB 1-2

CB 1-1

FLIGHT

SIMULATOR

BUILDING

EDGE OF PAVEMENT

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW

EDGE OF PAVEMENT

CONCRETE

PARKING

AREA

CURB

CONC.

PAD

FF:595.98

FF:595.95

FF:595.93

12" SPRUCE

24" MAPLE

D.I.

RIM:594.08

SUMP:590.75

D.I.

RIM:592.26

INV W:589.30±

SUMP:588.91

CONC.

PAD

BIKE

RACK

SIGN

SAN. M.H

RIM:592.85

SURCHARGED

C.B.

RIM:592.13

SUMP:589.11

D.I. RIM:591.80

INV N= 589.15±

INV E= 589.10±

INV SW= 589.00±

SUMP= 588.7±

C.B.

RIM:592.04

SUMP:588.22

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

UTILITY BOX

(ABANDONED)

BRICK

ENCLOSURE

D.I.

RIM:593.55

SUMP:590.05

B-5

B-3

B-2

B-1

B-4

CONC. PAD

HULBY STREET

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

BOWST ADDITION

OS 4-1

GUY WIRE

UTILITY POLE

UTILITY BOX

UTILITY MANHOLE

HYDRANT

WATER VALVE

CATCH BASIN

SANITARY MANHOLE

SIGN

LAMP POST

FOUND REBAR

UNDERGROUND TELECOMMUNICATION LINES

UNDERGROUND ELECTRICAL LINES

UNDERGROUND GAS LINES

UNDERGROUND SANITARY LINES

UNDERGROUND STORM LINES

UNDERGROUND WATER LINES

OVERHEAD ELECTRICAL &

COMMUNICATION WIRES

6" CONCRETE CURB

WHITE DIAGONAL STRIPING

SIDEWALK

CATCH BASIN

SIGN

LAMP POST

GRAVEL MOW STRIP

CONCRETE PAVEMENT

ASPHALT PAVEMENT

B-3

BORING LOCATIONS

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

.D W

G 3:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 40'20'10'

GENERAL SHEET NOTES

LEGEND

1. SEE SHEET CP102 FOR JOINT LAYOUT PLAN.

2. CONTRACTOR MUST COORDINATE WITH COR FOR TRAFFIC CONTROL ROUTING

FOR UTILITY WORK IN ROADWAY.

SHEET KEY NOTES

1. OPTION 1: REMOVE PERVIOUS PAVEMENT AND REPLACE WITH CONCRETE

PAVEMENT. SEE DETAIL G16 ON SHEET CG502.

2. OPTION 1: CONCRETE CURB, SEE DETAIL C12, CHEET CG501.

3. OPTION 1: CURB CUTS AT RAIN GARDEN, SEE DETAIL C12, SHEET CG501.

4. OPTION 1: REMOVE PERVIOUS PAVEMENT AND REPLACE WITH CONCRETE

PAVEMENT SEE DETAIL G5, SHEET CG502.

5. FOR ACCESSIBLE PARKING PLAN, SEE DETAIL J12, SHEET CG502.

6. ADA PARKING SYMBOL, SEE DETAIL K1, SHEET CG502.

7. PRESERVE AND PROTECT EXISTING SIGNAGE (TYP.).

8. RELOCATE EXISTING LIGHT TO THIS LOCATION.

9. OPTION 1: RESTRIPE PARKING AREA (21 SPACES, 9'X19 TYP) SEE DETAIL J12,

SHEET CG502.

10. OPTION 1: RESTORE ASPHALT PAVEMENT. SEE DETAIL M3, SHEET CG501.

STRIPING TO MATCH EXISTING CONDITIONS IN KIND.

SCALE: 1"=20'

SITE PAVEMENT PLANA1

M .B

M .G

CP101

1 1 1

/0 5/

2Q R

Pl an s-

PROFILE VIEW OF CB1-2 TO BIORETENTION BASIN

0+00 0+50

.81

2.8

" S

1.0

0.7

12" SLCPP

25 LF @ 0.20%

EXISTING GRADE

INV = 591.00

PROPOSED GRADE

PROFILE VIEW OF CB1-1 TO BIORETENTION BASIN

0+00 0+50 1+00

12" SLCPP

26 LF @ 0.20%

.76

4.0

" S

1.0

0.9

EXISTING GRADE

INV = 591.00

PROPOSED GRADE

PROFILE VIEW OF FIRE SERVICE

-0+20 0+00 0+50 1+00

TAPPING SLEEVE AND

VALVE TO BE INSTALLED

ON EXISTING WATERMAIN

AT EL 586.33±

FIRE PUMP PAD

SEE DETAIL A9,

SHEET CG504

EXISTING GRADE

POST INDICATOR VALVE

SEE DETAIL A4,

SHEET CG504

8" 90° BEND UP

INV = 589.34± AT

BUILDING FACE

EXISTING

BUILDING FACE

8" 45° BEND

PROPOSED GRADE

COMM (APPROX)

GAS (APPROX)

8" 45° BEND DN

8" 45° BEND UP

POST INDICATOR VALVE

SEE DETAIL A4,

SHEET CG504FULL DEPTH SELECT

GRANULAR MATERIAL

KRUG AVENUE

FOR PAVEMENT

EPLACEMENT SECTION, SEE

DETAIL M3 ON SHEET CG501

PROFILE VIEW OF SANITARY LATERAL CONNECTION

-0+50 0+00 0+50 1+00

SANITARY SEWER CLEANOUT

SEE DETAIL K9, SHEET CG503

CONNECT TO

EXISTING SANITARY

SEWER AT 588.00'±

6" POLYPROPYLENE SANITARY

SEWER LATERAL TO CONNECT

TO EXISTING LATERAL COMING

OUT OF EXISTING BUILDING

EXISTING GRADE

EXISTING

BUILDING FACE

FIRE PUMP PAD

SEE DETAIL A9, SHEET CG504

FIRE PUMP

PAD

PROPOSED GRADE

GAS (APPROX)

INV = 592.60± AT

BUILDING FACE

COMM (APPROX)

KRUG AVENUE

0 40'20'10'

0 4'2'

0 40'20'10'

0 4'2'

SCALE: AS SHOWN

SITE UTILITY PROFILESA1

M .B

M .G

P R

CG201

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

W G

/2 /2

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 40'20'10'

0 4'2'

0 40'20'10'

0 4'2'

SANITARY LATERAL NOTES

1. SEE DETAIL A9, SHEET CG504 FOR FOOTER DESIGN AND SANITARY SEWER

LATERAL ENCASEMENT.

2. IT IS THE CONTRACTOR'S RESPONSIBILTY TO VERIFY EXISTING UTILITY

LOCATIONS AND ELEVATIONS.

FIRE SERVICE NOTES

1. CONTRACTOR TO VERIFY EXISTING FIRE SERVICE LOCATION AND

ELEVATION PRIOR TO MAKING INTERCONNECTION.

2. CONTRACTOR MUST INVESTIGATE THE EXISTING UTILITY SYSTEMS TO

VERIFY IF A CATHODIC PROTECTION SYSTEM IS IN PLACE PRIOR TO

CONNECTION ON THE NEW LINE WITH THE EXISTING SYSTEM. REFER TO

SPEC 33 11 00.

3. SEE DETAIL A9, SHEET CG504 FOR FOOTER DESIGN. REFER TO FIRE

PROTECTION DRAWINGS FOR ABOVE GROUND PIPING.

/0 5/

2Q R

Pl an s-

16"

3/4"

5' MIN.

THICKENED EDGE

EXPANSION JOINT

PAVEMENT

SURFACE

CONTRACTION JOINT

1/2" PAVEMENT

SURFACE

EXISTING

PAVEMENT

DRILL AND

GROUT DOWELED

CONSTRUCTION JOINT

1/2" PAVEMENT

SURFACE

3/4" DIA. SMOOTH

DOWEL @ 12" SPA.

PAINT AND OIL

ONE END OF DOWEL

PREFORMED

NEOPRENE

COMPRESSION

SEAL

LUBRICATE PER

MANUFACTURER

JOINT FILLER

JOINT

BOTTOM

CONTRACTION JOINT

3/4"

EXPANSION JOINT

SEALANT NOTES:

BUTTED JOINT

1. TOP OF SEALANT SHALL BE 1/8" TO 1/4"

BELOW PAVEMENT SURFACE.

2. COMPRESSION SEAL MUST BE IN

COMPRESSION AT ALL TIMES.

3. DEPTH AND WIDTH OF UNCOMPRESSED

SEAL SHALL BE AS RECOMMENDED BY

THE MANUFACTURER, EXCEPT DEPTH

SHALL NOT BE LESS THAN 1.5". CONSTRUCTION JOINT

PREFORMED

COMPRESSION

SEAL

LUBRICATE

AS SPECIFIED

INITIAL

SAWCUT

(1/8")

CRACK

PREFORMED

COMPRESSION

SEAL

LUBRICATE

AS SPECIFIED

1.2 5D

1 1 /2"

D D

PIPE O.D SIZE

VARIES

BEDDING AND PIPE

ENCASEMENT

UNDISTURBED EARTH OR

ROCK TRENCH BOTTOM

COMPACTED SELECT GRANULAR

MATERIAL (12" LIFTS)

PAVED AREA (OR UNDER SIDEWALKS,

DRIVEWAYS, OR CURBS)

UNPAVED AREA

DETECTABLE TAPE 18" BELOW

GRADE FOR ENTIRE PIPE

LENGTH (FOR NON METALLIC

PIPE ONLY)

6" IN EARTH EXCAVATION

(TYP)

1'1'

EX GRADE

INITIAL BACKFILL MATERIAL

COMPACTED PER SPECIFICATIONS (12" LIFTS)

SAWCUT AND SEAL EXISTING

PAVED AREA

O.D PLUS 24"

FRONT VIEW

END VIEW

0'-6" 0'-6"5'-4"

2'-0"

PLAN VIEW

TO RAIN GARDEN

5'-4"

1'- 6"

EROSION

CONTROL

FABRIC

FACE CURB

BACK CURB

PARKING

SURFACE

6" OF TOPSOIL AND

SEEDED

INITIAL

BACKFILL

MATERIAL

EROSION CONTROL FABRIC

0'- 6"

0'-1" 1 2" R

CONCRETE CURB

0'- 6"

0'-6"

16" SELECT GRANULAR MATERIAL

0'- 6"

6"±

0'- 6"

0'-6"'

ELBOW AS REQUIRED

MOUNTING BRACE AS

REQUIRED

STRUCTURE

METAL DOWNSPOUT SEE

ARCHITECTURAL SHEETS.

3"X4"X6" DOWNSPOUT

ADAPTER FITTING

FINISH GRADE: COORD

w/ CIVIL

SEE CIVIL DRAWINGS FOR

CONTINUATION

6" SLCPP

COMPACTED SUBGRADE

GEOTEXTILE

8" AGGREGATE

SUBBASE COURSE

1-1/2" ASPHALT

SURFACE COURSE

TOP OF PAVEMENT

2" ASPHALTIC

BASE COURSE

NOTES:

1. CONTRACTOR TO INVESTIGATE

EXISTING PAVEMENT LAYERS

2. STRIPING OF PAVEMENT SHALL

MATCH EXISTING CONDITIONS IN KIND

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

.D W

G 3:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

SCALE: NTS

PREFORMED JOINT SEALANT DETAILSA1

SCALE: NTS

TYPICAL TRENCHJ8 SCALE: NTS

TYPICAL DOWNSPOUT CONNECTION TO YARD PIPING DETAILJ14

SCALE: NTS

CURB CUT AT RAIN GARDENC12

M .B

M .G

-C

CG501

BIORETENTION BASIN SOIL

FITTINGS AND PIPE TYPE FOR CLEANOUT

SHALL MATCH LATERAL/HEADER

CLEANOUT ADAPTER WITH PLUG

FINISHED GRADE

Ø SHALL MATCH

LATERAL/HEADER

PIPE Ø PER PLAN

SCALE: NTS

BIORETENTION BASIN UNDERDRAIN CLEANOUT (TYP)J3

SCALE: NTS

TYPICAL ROAD ASPHALT PAVEMENTM3

/0 5/

2Q R

Pl an s-

EXISTING DIP OR PVC

M.J. RESTRAINT (TYP.)

SOLID SLEEVE

COUPLING

NEW DIP NIPPLE

(MIN 18" LONG)

DI MJ FITTING

NEW WATERMAIN

EXISTING DIP OR PVC

(OR CIP AS DETERMINED IN THE

FIELD BY THE ENGINEER)

M.J. RESTRAINT (TYP.)

MIN 2-3/4"Ø TIE RODS

COUPLING

NEW DIP NIPPLE

(MIN 18" LONG)

DI MJ FITTING

NEW WATERMAIN

EXISTING CIP

FRICTION CLAMPS

COUPLING

NEW DIP NIPPLE

(MIN 18" LONG)

MIN 2-3/4"Ø TIE RODS

M.J. RESTRAINT (TYP.)

DI MJ FITTING

NEW WATERMAIN

EXISTING ACP

CONCRETE ANCHOR

COLLAR

COUPLING

NEW DIP NIPPLE

(MIN 18" LONG)

M.J. RESTRAINT (TYP.)

MIN 2-3/4"Ø TIE RODS

DI MJ FITTING

NEW WATERMAIN

TYPE "A"

CONNECTION TO DIP OR PVC

TYPE "B"

CONNECTION TO DIP, PVC OR CIP

TYPE "D"

CONNECTION TO ACP

TYPE "C"

CONNECTION TO CIP

NOTES:

1. VALVES AND TEES MAY BE HARNESSED SIMILARLY.

2. HARNESSING IS FOR RESISTANCE TO INTERNAL PRESSURE-PIPE ITSELF MUST BE

SUPPORTED ON FIRM BEDDING AND CAREFULLY BACKFILLED.

3. COAT ALL EXPOSED SURFACES OF HARNESS ASSEMBLY WITH BITUMINOUS COATING.

4. TIE RODS SHALL BE PLACED ON SIDES OF PIPE.

FORM THRUST BLOCK TO

ANGLE OF FITTING

HORIZONTAL OR VERTICAL

BENDS AS SHOWN ON DWGS.

WATER PIPE (SIZE AS

INDICATED ON DWGS.)

BOTTOM OF TRENCH

FOR VERTICAL

INSTALLATION.

DISTANCE AS REQUIRED

TO DEVELOP AREA TO

UNDISTURBED EARTH.

UNDISTURBED EARTH

ELEVATION

FINISHED GRADE

BEND AS REQUIRED

WATER PIPE (SIZE AS

INDICATED ON DWGS.) 30° MAX.

(TYP.)

CENTERLINE PIPE

UNDISTURBED

EARTH

FORM SIDES OF

THRUST BLOCK

18" MIN.

UNDISTURBED EARTH

SECTION A-A

HORIZONTAL TEE FITTING

LOCATION SHOWN ON DWGS.

THRUST BLOCK SCHEDULE TABLE A

PIPE

DIA.

HORIZONTAL & VERTICAL BEARING THRUST BLOCK AREAS (SF)

90°

BEND/TEE

8.00

13.50

45°

BEND

3.10

5.25

22 1/2°

BEND

1.65

2.70

11 1/4°

BEND

1.00

1.40

DISTANCE AS REQ'D

TO DEVELOP AREA TO

UNDISTURBED EARTH

SIDE OF

TRENCH

UNDISTURBED

EARTH

BEARING THRUST BLOCK AT TEE

NOT TO SCALE

L/2

SEE TABLE "A" FOR THRUST

BLOCK BEARING AREAS.

45°

MAX. (TYP)

FORM SIDES OF

THRUST BLOCK

LEAVE ADEQUATE SPACE FOR

REMOVAL OF BOLTS, FITTINGS, ETC.

USE THIS PIPE SIZE

TO DETERMINE THRUST

BLOCK SIZE.

WATER PIPE (SIZE AS

INDICATED ON DWGS.)

SEE TABLE "A"

FOR THRUST BLOCK

BEARING AREAS.

SEE TABLE "A" FOR

THRUST BLOCK

BEARING AREAS.

SIDE OF TRENCH

FOR HORIZONTAL

INSTALLATION.

LEAVE ADEQUATE SPACE FOR

REMOVAL OF BOLTS, FITTING,

ETC.

FORM SIDES

OF THRUST BLOCK

5. AFTER INSTALLATION, RODS, NUTS, METAL,

BOLTS, WASHERS, CLAMPS, AND OTHER

RESTRAINING DEVICES SHALL BE CLEANED

AND THOROUGHLY COATED WITH ASPHALTIC

BASE MASTIC 16 MILS DRY FILM THICKNESS (MIN).

6. FOR PLUG OF STUB END THRUST BLOCK, USE

BEARING BLOCK AREAS FROM TABLE "A" AND

CRITERIA ESTABLISHED FOR TEE.

L/2

" M

. C

1 2 H

D /2

NOTES:

1. THE CONCRETE FOR THRUST BLOCKS SHALL

DEVELOP A MINIMUM COMPRESSIVE STRENGTH

OF 4,000 PSI AT 28 DAYS.

2. ALL THRUST BLOCK SIZING INCLUDES A 1.5

SAFETY FACTOR AND IS BASED ON A SOIL

BEARING PRESSURE OF 3,000 PSI.

3. BEARING THRUST BLOCK AREAS SHOWN IN

TABLE "A" ARE BASED ON A SOIL BEARING

PRESSURE OF 3,000 PSI.

4. CONCRETE SHALL NOT BE POURED ON THE

JOINTS AND SHALL BE LOCATED IN SUCH A

WAY THAT THE PIPE AND FITTING JOINTS WILL

BE ACCESSIBLE FOR REPAIR.

POST INDICATOR

UL & FM APPROVED

VALVE

TAMPER

SWITCH

36" X 36" X 6"

CONC. COLLAR

FIN. GRADE

SLOPE 1"/12"

CONCRETE

SUPPORT

18" SQUARE

" M

RELECTRICAL

CONDUIT FOR

TAMPER SWITCH

4'-10"

#6 @ 12" T&B. E.W2"

1'-4"

CAST 6"Øx16'-0" LONG SCH80

PVC PIPE INTO FOOTING

(2) #6 CONTINUOUS

AROUND PERIMETER

#6 @ 12" AROUND PERIMETER

T/CONC EL. 595.84

B/CONC EL. 590.84

1'- 0"

(TYP.)

1' MINIMUM OR

AS REQUIRED

8" DIP FIRE SERVICE, SEE

SHEET CG201 FOR PROFILE

8" DIP FIRE SERVICE, SEE

SHEET CU201 FOR PROFILE

SEE FIRE PROTECTION DETAILS

FOR CONTINUATION

WELD 2"X1

4" THICK PVC COLLAR

TO OUTSIDE CIRCUMFERENCE

OF PIPE (TYP)

REMOVE ALL UNSUITABLE FILL DOWN

TO NATIVE SUB-GRADE AND REPLACE

EXCAVATED MATERIALS WITH SELECT

GRANULAR MATERIAL IN 12" MAX LIFTS

AND COMPACT TO 95% PER ASTM D1557

90 DEGREE BEND 1'- 0"

(TYP.)

90 DEGREE BEND

FILL ANNULAR SPACE WITH GROUT

PIPE BEDDING AND

ENCASEMENT

REINFORCING GEOTEXTILE

6" MINIMUM PIPE BEDDING

AND ENCASEMENT

CONCRETE

THRUST BLOCK

UNDISTURBED

EARTH

EXISTING WATERMAIN

FLANGED JOINT

TAPPING VALVE TO BE

SUPPORTED BY SOLID

CONCRETE BLOCK

(MIN 4" X 8" X 16")

FIRE SERVICE LINE RESTRAINED

MECHANICAL JOINT

TAPPING SLEEVE

NOTES:

1. IRON TAPPING SLEEVE SHALL BE COATED WITH BITUMINOUS COATING

2. REFER TO THRUST BLOCK DETAIL ON THIS SHEET

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\P R

C T

\0 8-

-2

E -T

\S H

.D W

G 3:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

A9 FIRE PUMP PAD FOUNDATION

N.T.S.

NOTES:

1. DESIGN IS BASED ON PRELIMINARY EQUIPMENT

INFORMATION. THE CONTRACTOR MUST VERIFY THE

ADEQUACY AND SIZE OF THE STRUCTURAL DESIGN

AT NO ADDITIONAL COST TO THE GOVERNMENT TO

PROVIDE A MINIMUM DIMENSION OF 12" BEYOND

THE FOOTPRINT SIZE OF THE EQUIPMENT, AND 36"

IN FRONT OF THE ACCESS DOORS.

2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR

THE EQUIPMENT SELECTED.

3. FOR SANITARY CLEANOUT, REFER TO DETAIL K9,

SHEET CG503. FOR SANITARY SEWER PROFILE,

REFER TO SHEET CG201.

4. COORDINATE WITH STRUCTURAL DETAILS FOR

UTILITIES GOING THROUGH REINFORCEMENT.

TYPICAL CONNECTION TO EXISTING

WATERMAINS

N.T.S.

Plot Date: 2 August 2024 - 3:31 PM N:\US\Buffalo\Projects\564\12604814\Digital_Design\Project Review\08-02-2024\12604814 E-Transmit\Sheets\508014CS515.dwgPlotted By: Shannon White Filename:

G12 THRUST BLOCK DETAIL

N.T.S.

A4 POST INDICATOR VALVE

N.T.S.

M .B

M .G

-C

CG504

B1 TYPICAL TAPPING SLEEVE

N.T.S.

1 1 1 1

/0 5/

2Q R

Pl an s-

2Q R

Pl an s-

1 1

2Q R

Pl an s-

2Q R

Pl an s-

2Q R

Pl an s-

2Q R

Pl an s-

2Q R

Pl an s-

2Q R

Pl an s-

2Q R

Pl an s-

2Q R

Pl an s-

2Q R

Pl an s-

2Q R

Pl an s-

HEAT PUMP UNITS

(SUPPLY/RETURN)

1. DUCT CONSTRUCTION STANDARD MUST BE IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS.

2. SYSTEM DUCTWORK MUST BE LEAKAGE TESTED IN ACCORDANCE WITH SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL.

3. DO NOT SUM THE INLETS OR SUPPLIES TO EXHAUST, RETURN, AND SUPPLY SYSTEMS WITHOUT ACCURATELY MEASURING THE TOTAL FLOW RATE AT THE FAN FOR

COMPARISON AND DETERMINATION OF APPROXIMATE LEAKING RATES.

DUCT PRESSURE

CLASS (INWC)

2 1

DUCT TEST

PRESSURE (INWC)

DUCT CONSTRUCTION AND LEAKAGE SCHEDULE

SEAL CLASS

RECTANGULAR

LEAK CLASS

ROUND

NOTES

1, 2, 3 1, 2, 32

1, 2, 3

A A

SYSTEM

SUPPLY

EXHAUST/RETURN

OUTSIDE AIR

2Q R

Pl an s-

SPLIT DX SYSTEM OPERATION - SEQUENCE OF OPERATION:

1. THE SPLIT INDOOR/OUTDOOR UNITS MUST OPERATE UNDER THEIR OWN CONTROLS TO

MAINTAIN ROOM TEMPERATURE SETPOINT AS DETERMINED BY WALL MOUNTED

PROGRAMMABLE THERMOSTAT.

2. MONITORING - THE FOLLOWING CONDITIONS MUST BE MONITORED BY THE BMS:

a. ZONE TEMP

c. FAN STATUS

d. COMPRESSOR STATUS

3. ALARM - IF THE ZONE TEMP EXCEEDS 80°F (ADJUSTABLE), AN ALARM MUST BE SENT TO

THE CENTRAL CONTROL PANEL INDICATING…

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

File details come from the government source that posted it. Updated May 27, 2025.