A06_NIFC_Campus_Storm_Drain_Piping_Replacement_Drawings_01DEC2022.pdf

ROBINSON ROAD

SIDEWALK

KR

U

M M

R O

AD

BOLLARD

HVAC

PIPES

D

EV

EL

O

PM

EN

T

AV

E

MCP

Gravel Area

NO PARKING

REFUSE

STOPSTOP

TRUCKS

MCP

M

CP

MCP

MCP

MCP

M C

P

MCP

MCP

MCP

CONCRETE

SI

D

EW

AL

K

MCP

MCP

MCP

MCP

MCP

MCP

MCP

MCP

MCP

MCP

MCP

MCP

MOBILIZATION AREA

NIFC CAMPUS

215 405 410B

0C 420

PROJECT LOCATION SITE ACCESS - NIFC CAMPUS

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

Call before you dig.

Know what's below .

PROJECT VICINITY

PROJECT VICINITY - BOISE, IDAHO

PROJECT

LOCATION

PROJECT LOCATION

DESIGNERS

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NIFC CAMPUS STORM PIPE AND WATERLINE

REPLACEMENT

INDEX OF DRAWINGS

GENERAL

G001 COVER SHEET

CIVIL

C101 EXISTING CONDITIONS PLAN

C102 DEMOLITION AND SITE SECURITY PLAN

C103 SITE PLAN

C201 PROFILES

C501 DETAILS

C502 DETAILS

ARCHITECTURAL

A101 FIRST FLOOR PLAN AND DETAILS - 410C-RWS

A102 FIRST FLOOR PLAN AND DETAILS - 430 EQS

PLUMBING

P001 PLUMBING LEGEND AND ABBREVIATIONS

PD101 PLUMBING DEMOLITION PLAN / ELEVATION

P101 PLUMBING PLAN / ELEVATION / SCHEDULE

P501 PLUMBING DETAILS

5'20' 0 20'10'

NOTES:

1. SURVEY SUPPLIED BY J-U-B ENGINEERS, LLC DURING THE

DEVELOPMENT OF "NIFC CAMPUS STORM DRAIN PIPING

INVESTIGATION, JAN 2022" AND SUPPLEMENTED BY J-U-B IN

MARCH 2022 FOR THIS EFFORT.

2. HORIZONTAL DATUM IS NAD 83 (NSRS2007), MODIFIED

IDAHO STATE PLANE COORDINATE SYSTEM (WEST ZONE

1103). ANY BEARINGS SHOWN ARE AT GRID AZIMUTH. ANY

DISTANCES SHOWN REPRESENT GROUND DISTANCES.

3. MODIFIED IDAHO STATE PLANE COORDINATES,

REPRESENTING GROUND DISTANCES, WERE CALCULATED

BY USING A COMBINED FACTOR OF 1.0001799589 DERIVED

FROM THE ADA COUNTY GIS SYSTEM.

4. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM

1988 (NAVD88). NGS BENCH MARK'S - (IDA 80 35, PID #

OH0133) AND (T 86, PID # OH0127) WERE USED TO CONTROL

ELEVATION FOR THE PROJECT.

5. LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN

APPROXIMATE WAY ONLY. CONTRACTOR SHALL

DETERMINE LOCATIONS OF ALL EXISTING UTILITIES BEFORE

WORK.

LEGEND:

UTILITY

WATER

METER

EXISTING

2" WATER

SERVICE

EXISTING FROST FREE

YARD HYDRANTS

EXISTING VALVES AND

STAND PIPE WITH

BACKFLOW PREVENTER

EXISTING

2" WATER

SERVICE

EXISTING

COMMUNICATIONS

TOWER AND GROUNDING

RING

1.5" AND 34" FROST FREE

YARD HYDRANTS AND 2'-6"

X 5'-9" PROTECTIVE

RACKING

EXISTING

WATER SERVICE

CONNECTION TO

410C

UNDERGROUND POWER

SANITARY SEWER

UNDERGROUND TELECOM

WATERLINE

EDGE OF PAVEMENT

CHAIN LINK FENCE

STORM DRAIN

GAS LINE

PERCEIVED RIGHT OF WAY

BUILDING

ASPHALT PAVEMENT

CONCRETE PAVEMENT

SANITARY SEWER MANHOLE

TELECOM MANHOLE

LIGHTPOLE

ELECTRICAL POLE

BOLLARD

YARD HYDRANT

GAS METER

ELECTRICAL JUNCTION BOX

EXISTING COMMUNICATIONS

VAULT

EXISTING

DEGRADED

CURB

STOPS

EXISTING

JERSEY

BARRIERS (8)

Ben L Carter Digitally signed by Ben L Carter Date: 2022.10.21 09:14:11 -06'00'

XX

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X

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X

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X X

X

X

N:692280.89 E:2503838.81

N:692262.43 E:2503837.54

N:692050.77 E:2503841.53

N:692263.95 E:2503819.93

N:692270.23 E:2503816.85

N:692265.12 E:2503806.32

N:692240.91 E:2503772.48

N:692247.91 E:2503770.87

N:692240.93 E:2503756.38

N:692225.36 E:2503756.36

N:692225.88 E:2503738.24

N:692240.96 E:2503738.62N:692241.02

E:2503697.55

N:692241.02 E:2503692.55

N:692245.92 E:2503526.86

N:692240.92 E:2503526.80

N:692326.45 E:2503502.56

N:692326.52 E:2503519.17

N:692351.05 E:2503506.64

N:692332.37 E:2503498.46

N:692405.82 E:2503518.83

N:692405.82 E:2503524.75

N:692421.09 E:2503524.75

N:692421.09 E:2503518.73

N:692438.91 E:2503518.67

N:692443.47 E:2503513.65

N:692443.83 E:2503530.11

N:692438.98 E:2503530.01

N:692331.16 E:2503514.15

N:692284.82 E:2503614.18

X X X

5'20' 0 20'10'

NOTES:

1. CONTRACTOR SHALL DEMOLISH WATER LINE, FENCING AND

PAVEMENTS TO FULL DEPTH. CONTRACTOR SHALL REMOVE

AND SALVAGE ALL VALVES AND STANDPIPES AND SHALL

RETURN TO OWNER.

2. WHERE CONCRETE OR ASPHALT PAVEMENT IS TO BE

REMOVED, CLEAN, PERPENDICULAR SAWCUTS SHALL BE

MADE. WHERE CONCRETE IS TO BE REPLACED, EXPANSION

JOINT SHALL BE USED AROUND PROPOSED CONCRETE.

WHERE ASPHALT IS BEING SAWCUT AN REPLACED,

CONTRACTOR SHALL MILL THE TOP HALF INCH OF THE 6

INCHES OF ADJACENT ASPHALT PAVEMENT AND PAVE TO

MILLING LIMITS.

KEY NOTES:

1. DEMOLISH 2' WATER SERVICE, TYP.

2. DEMOLISH ASPHALT PAVEMENT, TYP.

3. DEMOLISH CONCRETE PAVEMENT, TYP.

4. DEMOLISH YARD HYDRANT / STAND PIPE, TYP.

5. DEMOLISH GATE VALVE, TYP.

6. DEMOLISH SECURITY FENCING, TYP. PRIOR TO

FENCE DEMOLITION, REMOVE AND PROTECT FIBER

OPTIC SECURITY WIRE. DEMOLITION NEAR FIBER

OPTIC WIRE SHALL BE UNDERTAKEN WITH EXTREME

CARE, WIRE SHALL NOT BE SEVERED.

7. REMOVE PROTECTIVE RACKING FOR

RE-INSTALLATION.

8. DEMOLISH BOLLARD, TYP.

9. PROVIDE 8' TALL LOCKABLE TEMPORARY SECURITY

FENCING WITH 2" MESH, AS SHOWN, THROUGHOUT

CONSTRUCTION. CONTRACTOR SHALL MAINTAIN

PERIMETER SECURITY AT ALL TIMES.

10. PROTECT / RESET BOLLARDS, TYP.

11. BACKFLOW PREVENTION DEVICE LOCATION, SEE

ARCHITECTURAL SHEETS.

12. WATER METER TO REMAIN.

13. DEMOLISH DEGRADED WHEELSTOPS, TYP.

14. REMOVE AND SALVAGE (8) JERSEY BARRIERS. MOVE

TO GOVERNMENT LAYDOWN AREA ON NE CORNER

OF CAMPUS (APPROXIMATELY 2000 LF DRIVE

DISTANCE) FOR GOVERNMENTS CONTINUED USE.

LEGEND:

SECURED AREA, NO

UNACCOMPANIED ACCESS

DEMOLISH ITEM, SEE KEY NOTES

TEMPORARY SECURITY FENCING

2 2

6 9

Ben L Carter Digitally signed by Ben L Carter Date: 2022.10.21 09:14:44 -06'00'

X

X X

X X

X X

X X

X X

X X

X

0+00.00

1+00.00

2+00.002+22.68

0+50.00

1+50.00

W

W W

W W

W W

W W

W W

W

W W

W W

W

W

W W W W W W W W W W W W W W W W W W W W W

W

W

W

W

W

W

WW

WWWW

W

W W

5+49.75

0+00.00

1+00.002+00.003+00.00

4+

.0

5+

.0

0+50.00

1+50.002+50.00

3+50.00

4+

.0

UP

UP

UP

UP

UP

UP

UP

UP

U P

U P

N:692414.43 E:2503518.47

N:692412.43 E:2503518.47

N:692284.25 E:2503619.73

N:692265.11 E:2503841.59

N:692227.12 E:2503743.51

N:692233.51 E:2503695.05

N:692050.77 E:2503841.53

N:692063.86 E:2503855.85

N:692283.78 E:2503855.06

W W W W

UP UP UP UP

5'20' 0 20'10'

NOTES:

1. CONTRACTOR SHALL COORDINATE WITH SUEZ/VEOLIA WATER FOR CONNECTION

TO EXISTING WATER METER. ALL WATER SERVICE SHALL BE 2" AND PIPING,

FITTINGS, AND VALVES SHALL MEET REQUIREMENTS OF MOST RECENT IDAHO

STANDARDS FOR PUBLIC WORKS CONSTRUCTION, SECTION 404.

2. VERTICAL SEPARATION OF 18" MINIMUM SHALL BE MAINTAINED FROM EXISTING

AND PROPOSED UTILITIES.

3. WATER SERVICE SHALL BE INSTALLED WITH 42" MINIMUM COVER.

4. LABEL EXPOSED WATERLINES TO YARD HYDRANTS AS NON-POTABLE WATER.

KEY NOTES:

1. FURNISH AND INSTALL 2" PE WATER SERVICE, TYP. SEE TRENCH DETAIL

1/C501.

2. FURNISH AND INSTALL ASPHALT PAVEMENT, TYP.

3. FURNISH AND INSTALL CONCRETE PAVEMENT, TYP. SEE DETAIL 2/C501.

4. FURNISH AND INSTALL 34" HOSE THREAD YARD HYDRANT, TYP. ORIENTATION

PER GOVERNMENT.

5. FURNISH AND INSTALL GATE VALVE, TYP.

6. FURNISH AND INSTALL SECURITY FENCING, TYP. SEE DETAIL 7/C502.

7. RE-INSTALL PROTECTIVE RACKING. PAINT SAFETY YELLOW AND INSTALL 4"

REFLECTIVE TAPE 2' FROM TOP OF EACH VERTICAL CORNER POST.

PROVIDE A MINIMUM OF 10' OF CLEAR SPACE FROM B410C RWS.

8. FURNISH AND INSTALL BOLLARD, TYP. SEE DETAIL 4/C501.

9. FURNISH AND INSTALL 12" HDPE DRAIN LINE. SEE TRENCH DETAIL 1/C501.

10. FURNISH AND INSTALL 4' DIAMETER PRECAST CONCRETE DOGHOUSE

CATCH BASIN. SEE DETAIL 5/C501.

11. FURNISH AND INSTALL HEADWALL, SEE DETAIL 6/C502.

12. STORMWATER SWALE, GRADE AS SHOWN. SEE A/C201.

13. FURNISH AND INSTALL PIPING AND 2" DOUBLE CHECK VALVE ASSEMBLY

BACKFLOW PREVENTION DEVICE WITHIN INSULATED ENCLOSURE IN BLDG

430, SEE ARCHITECTURAL SHEETS FOR EXACT LOCATION.

14. FURNISH AND INSTALL PIPING AND TWO (2) X 2" DOUBLE CHECK VALVE

ASSEMBLY BACKFLOW PREVENTION DEVICE (BFD) WITHIN INSULATED

ENCLOSURE IN BLDG 410W, SEE ARCHITECTURAL SHEETS FOR EXACT

LOCATION. CONNECT THE DOWNSTREAM PIPING OF ONE BFD TO EXISTING

BUILDING 410W WATER SERVICE.

15. RECONNECT EXISTING WATER SERVICE TO PROPOSED, SEE DETAIL 9/C502.

16. FURNISH AND INSTALL 1.5" HOSE THREAD YARD HYDRANT, TYP.

ORIENTATION PER GOVERNMENT.

17. FURNISH AND INSTALL 6' CURB STOP, TYP. SEE DETAIL 8/C502.

18. FURNISH AND INSTALL 2 X 2" SCHEDULE 40 PVC ELECTRICAL CONDUITS

(SOLVENT WELDED) WITH STUB UPS AND TERMINATION CAPS. END INSIDE

BLDG 430 BESIDE BFP ENCLOSURE AND AS SHOWN IN THE YARD NEAR

PROPOSED MAN GATE.

19. 2' IN EACH DIRECTION FROM CENTERLINE OF NORTH FACING FENCE ALONG

DRIVEWAY, PROVIDE 4" POST (2 TOTAL) PER CORNER POST IN DETAIL

7/C502.

LEGEND:

UNDERGROUND CONDUITS

2" WATER SERVICE

12' DRAIN LINE

ASPHALT

CONCRETE

GATE VALVE

YARD HYDRANT

BOLLARD

CB-1

RIM: 2866.84'

INV IN (EXISTING): 2863.91'

INV OUT (EXISTING): 2863.90'

INV IN (PROPOSED): 2863.92'

HW-1

INV IN: 2864.15'

Date: 2022.10.21 09:15:18 -06'00'

SCALE:A STORMWATER SWALE

NTS

+/- 0.5'

2' BOTTOM WIDTH

2' D

EP

TH

+/- 0.5'14' TOP WIDTH

6" LIFT OF 2" - 6" RIP RAP MATERIAL

COMPLYING WITH ITD STANDARD

SPECIFICATIONS SECTION 711

PERCEIVED RIGHT OF WAY

SLOPE EVENLY AND RETURN

TO PRE-EXISTING CONDITIONS

WITH NATIVE SOIL

EXISTING PAVED ROAD

+/- 30'

+/- 14' +/- 16'

EXISTING CONCRETE PAD

PARKING STOP

3' M

IN

. S

EP

AR

AT

IO

N T

O

SE

AS

O

N

AL

H

IG

H G

R O

U N

D W

AT

ER

RELOCATED FENCE

MAX 3:1 SLOPE EACH SIDE

OVEREXCAVATE A MINIMUM OF 12"

INTO NATIVE SOILS. BACKFILL WITH

NATIVE FREE-DRAINING MATERIAL.

ESTIMATED HIGH

GROUNDWATER

4'

Date: 2022.10.21 09:15:43 -06'00'

SCALE:1 TYPICAL WET UTILITY TRENCH

NTS

MATCH ADJACENT

SURFACE TREATMENT,

SEE 2/C501 FOR

ASPHALT AND 3/C501

FOR CONCRETE

SIZE OF UTILITY

MAY VARY

SUITABLE SOIL

BACKFILL

WIDTH AS NOTED ON PLANS

4' OR 2xØ MIN, WHICHEVER IS LARGER

PIPE ZONE BEDDING

COURSE

TRENCH WIDTH - 1/2Ø, TYP

NOTE: BACKFILL MATERIALS COMPACTION

- 95% STD PROCTOR UNDER SLABS AND ROADS

- 90% STANDARD PROCTOR MIN ALL OTHER AREAS

PIPE ZONE MATERIAL TO

SURROUND PIPE 3" MIN

DEPTH PER PLAN

WATERLINE - 42" MIN

STORM - 24" MIN

UTILITY MARKING TAPE

12 AWG TRACING WIRE

SCALE:2 TYPICAL ASPHALT PAVING

NTS

HMA - 3" MIN OR MATCH EXISTING,

WHICHEVER IS THICKER. HMA

SHALL MATCH SUPERPAVE MIX

SP-2 OR APPROVED EQUAL PER

ITD STANDARD SPECIFICATIONS

FOR HIGHWAY CONSTRUCTION

(2018) - SECTION 405.

8" MIN OF 34" MINUS COMPACTED

AGGREGATE BASE COURSE

SUBGRADE COMPACT

PER TRENCH DETAIL

1/C501.

FRAME AND GRATED INLET COVER PER

SPECIFICATIONS

48" BARREL SECTIONS

MANHOLE STEP

NON-SHRINK GROUT

4'-0"

VA

R

IE

S

PE

R

P

LA

N

SLOPE FINISH GRADE

FRAME AND COVER,

PROVIDE 2' RADIUS OF

CONCRETE PAVING

CAST IN PLACE BASE

6"

MIN.

INVERT PER PLAN

NON-SHRINK GROUT

SURROUNDING

RUBBER GASKET

6" APPROVED

ENGINEERING FILL OVER 6"

OF SCARIFIED, MOISTURE

CONDITIONED AND

COMPACTED SUBGRADE

SCALE:5 TYPICAL PRECAST DOGHOUSE CATCHBASIN

NTS

SCALE:3 TYPICAL CONCRETE PAVING

NTS

3/8 " M

IN

SE

AL

AN

T

TH

IC

KN

ES

S

CONTROL JOINT - TYP.

1/4" RADIUS

SILICONE JOINT SEALER

JOINT SEALER - AT POUR BREAKS AND ADJACENT TO EXISTING HARDSCAPES

3/4"

1/4" WIDE X 1 1/2" DEEP

GROOVE (SEE NOTE 4)

JOINT SANDBLAST TOP 1" OF

BEFORE SEALING

1" OVAL BACKER ROD3/4" PREFORMED

JOINT FILLER

NOTES:

1. CONTRACTOR SHALL INSTALL 4" OF CRUSHED AGGREGATE BASE COURSE UNDER

ALL CONCRETE PAVING PER ISPWC SECTION 802.

2. CONCRETE SHALL BE CLASS 3000 PER ISPWC SECTION 703.

3. CONTRACTOR SHALL INSTALL CONTROL JOINTS IN CONCRETE PAVING AT 12' MAX

SPACING BOTH WAYS. COORDINATE WITH ARCHITECTURAL PLANS FOR SCORING

PATTERN.

4. CONTROL JOINT TO BE 1/4 OF THE SLAB THICKNESS TYPICALLY.

5. COORDINATE WITH CONTROL JOINTS. WHERE CONCRETE PAVING ABUTS BUILDING

STRUCTURES, COLUMNS, FOOTINGS, POLE BASES, INLETS AND OTHER SIMILAR

IMMOVABLE OBJECTS, CONTRACTOR SHALL PROVIDE EXPANSION JOINT WITH

FILLER MATERIAL. CONTRACTOR SHALL ALSO PROVIDE CONTROL JOINTS TO

MINIMIZE POTENTIAL FOR CRACKING. COORDINATE WITH ENGINEER FOR

LOCATIONS. EXISTING CONCRETE PAVEMENT MUST HAVE PAVING DEPTH OF 4" OR

MORE FOR INSTALLATION OF EXPANSION JOINT WITH A DOWEL.

6. IN LIEU OF REINFORCEMENT SHOWN, CONTRACTOR MAY USE 6x6 W1.4/W1.4

WELDED WIRE FABRIC.

7. CONSTRUCTION JOINTS & CONTROL JOINT SHALL DIVIDE SLAB INTO AREAS NOT

EXCEEDING 225 SQFT WITHOUT REENTRANT CORNERS AND WITH LENGTH TO WIDTH

RATIOS NOT EXCEEDING 1 1/2 TO 1. CONTRACTOR SHALL SUBMIT LAYOUT PLAN

SHOWING PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT

SPACING SHALL NOT EXCEED 20 FEET IN EITHER DIRECTION. FOR SIDEWALKS,

CONTRACTOR SHALL HAVE CONTROL JOINTS EVERY 5 FEET AND EXPANSION JOINTS

EVERY 50 FEET MINIMUM.

#3 @ 15" O.C.E.W.

CONCRETE PAVING BUILD-UP (TYP.)

4"

PLACE REINFORCING

AT MID-DEPTH

4"

4" MINUS COMPACTED AGGREGATE

BASE COURSE PER ISPWC SECTION 802

#3 @ 15" O.C.E.W.

5/8" SMOOTH BAR @ 15" C.T.C.

DOWEL BASKET

EXPANSION JOINT - DOWELED AT JOINTS WITH EXISTING CONCRETE

6"

EPOXY

EMBEDMENT

6"

5/8" PREFORMED JOINT SEALER

JOINT SEALER (DETAIL BELOW) GREASE ONE END FOR BOND BREAK

PLACE REINFORCING

AT MID-DEPTH

SUBGRADE COMPACTED PER TRENCHING DETAIL

EXISTING

CONCRETE

4" REFLECTIVE STRIP

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

1" CONCRETE CROWN TOP

6" SCH. 40 STEEL PIPE PAINTED

SAFETY YELLOW AND FILLED

WITH CONCRETE

1" CONCRETE CROWNTOP OF NEW GRADE

4' -0

3'

-0

1'-6" Ø CONCRETE BASE

SCALE:4 TYPICAL BOLLARD

NTS

Ben L Carter Digitally signed by Ben L Carter Date: 2022.10.21 09:17:10 -06'00'

1 1/4" CORNER

BRACE WITH TIE

WIRES 24" OC

1'-4" DIA CONC

CORNER BASE

ADJ GRADE

TOP OF

1/4" X 3/4"

7' -0

4'

1" CROWN

TYP

4' -0

TY

P

OC AND FLAT BAR

BAR BANDS 12"

WITH STRETCHER

4" CORNER POST

3/8" ROUND ROD 10'-0" MAX (TYP)

CONNECTION AND

PRESSED STEEL

TURN BUCKLE, TYP

LINE BASE

1'-0" DIA CONC

WOVEN WIRE

FABRIC FENCE

ABOVE SURFACE

1 1/4" BOTTOM

3' -6

TY

P

24" OC

WITH TIE WIRES

RAIL 2" MAX

2" LINE POST

WITH TIE WIRES

14" OC

CAP, TYP

ALL POSTS

7 GAUGE COIL SPRING WIRE

45° EXTENSION ARM

(TYP EA POST EXCEPT AT GATE)

x x x x x x x x x x x x xx x x x x x x x x x x x xx x x x x x x x x x x x x

BARBED WIRE

1' -0

PRIVACY SLATS,

COLOR PER GOVERNMENT

FIBER OPTIC

SECURITY WIRE

SEE NOTE 5

IN LIEU OF TOP RAIL

FENCING NOTES:

1. FOOTINGS SHALL BE CYLINDRICAL OF THE DIAMETERS INDICATED.

2. FENCE FABRIC SHALL BE #9 GA. HOT GALVANIZED WIRE WOVEN IN A 2" MESH,

CHAIN LINK FABRIC AND SHALL BE TWISTED SELVAGE.

3. ALL POSTS, RAILS AND FITTINGS GALVANIZED BY HOT DIP PROCESS.

4. ALL PIPE (RAILS AND POSTS) TO BE NOMINAL STD. WEIGHT.

5. REINSTALL SENSTAR FIBER PATROL FP1150 SERIES OPTIC SECURITY WIRE ALONG

INSIDE OF PROPOSED FENCING PER MANUFACTURER'S RECOMMENDATIONS. WIRE

SHALL NOT BE SEVERED DURING DEMOLITION OF EXISTING FENCE OR

CONSTRUCTION OF NEW FENCE.

SCALE:7 TYPICAL PERIMETER FENCE AND CORNER

NTS

A

A

0'-6"0'-6"1'-0"2'-0"0'-9"2'-4"

KJIH

12" 3'-0" 5'-0" 0'-6" 3'-0"

GFECBADIA.

DIMENSIONS FOR HEADWALL

DIA.

A

6" 6"

B

#4 BARS @

12" O.C.

PLAN ELEVATION

SECTION A-A

#4 BARS

C

F

D I

6" J

6" E

H

K

1'- 6"

G

#4 BARS @

12" O.C.

1 1 /2"

SCALE:6 VERTICAL HEADWALL

NTS

METAL GRATING / TRASH

SCREEN SHALL BE INSTALLED

AT INLET WITH MAXIMUM 2"

DIAMETER OPENINGS

SCALE:8 CURB STOP DETAIL

NTS

6'

1' 1'

5/8" Ø HOLE

5/8" Ø HOLE

ELEVATION

7"

2"2"

3"5"

PAVEMENT

BOLT WHEEL STOP TO PAVEMENT WITH 1/2" Ø

ANCHOR DRIVEN TO MANUFACTURERS

RECOMMENDED DEPTH OR 24", WHICHEVER

IS DEEPER.

SECTION

SCALE:9 STANDPIPE LAYOUT

NTS

WW

W W

PROTECT

EXISTING

BOLLARD,

TYP.

PROPOSED 2"

WATERLINE, SEE

SHEET C-103

EXISTING STANDPIPE,

REMOVE BACKFLOW

PREVENTER

CONNECT PROPOSED

WATERLINE AT

EXISTING GATE VALVE

EXISTING GATE VALVE, TYP

PROTECT

EXISTING

BOLLARD,

TYP.

W

SCALE:9A STANDPIPE

NTS

REPOSITION EXISTING

HOSE COUPLINGS AND

STANDPIPE SUPPORT

STRUCTURE AFTER

REMOVAL OF

BACKFLOW

PREVENTER.

Date: 2022.10.21 09:17:45 -06'00'

4'-0" V.I.F.

" V

.I.

F.

5'-0" V.I.F. 4'-6"

1' -6

A

AV

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RECIRC.

NON POTABLE COLD WATER

SANITARY SEWER

VENT

FLOOR CLEAN OUT

GRADE CLEAN OUT

WALL CLEAN OUT

CONDENSATE DRAIN

NONPOTABLE WATER

RAIN WATER LEADER

OVERFLOW RAIN LEADER

PUMPED CONDENSATE RETURN

CONDENSATE RETURN

SLOPE DOWN IN DIRECTION OF FLOW

DCW

HWC

NPCW

DHW

SS

VT

FCO

GCO

WCO

CD

CR

NPCW

RWL

OFL

PCR

S=.XXX

A

P

T

DE

X

S

GATE VALVE

BALL VALVE

BUTTERFLY VALVE

GLOBE VALVE

GAS SHUT-OFF COCK

SWING CHECK VALVE

SPRING CHECK VALVE

Y-TYPE STRAINER

WATER OUTLET (TYPE INDICATED)

BACKFLOW PREVENTER

SLEEVE (PIPE) THRU WALL OR FLOOR

FLEX CONNECTOR (TYPE INDICATED)

HOSE END DRAIN VALVE

PRESSURE REDUCING VALVE

TEMP. & PRESSURE RELIEF VALVE

AUTOMATIC AIR VENT

DIELECTRIC UNION

UNION

AUTOMATIC FLOW BALANCING VA

DIAL THERMOMETER

PRESSURE GAUGE - PROVIDE WITH

PIGTAIL FOR STEAM

PIPE ANCHOR

SOLENOID VALVE

L.P. VALVE

ECCENTRIC PLUG BALANCING VA.

VALVE IN RISER

INLINE PUMP

TEE DOWN

ELBOW UP

ELBOW DOWN

PIPE CAP

PIPE DRAIN & CAP

CONNECT TO EXISTING

NEW PIPING

CENTRIFUGAL PUMP

LINE SIZE CHANGE

TURBINE WATER METER

CHLORINE ANALYZER

CHLORINATOR

T-TYPE STRAINER

ALTITUDE VALVE

SUMP PUMP

HOSE BIB

DRAIN

INSTRUMENT WIRE

AIR/VACUUM VALVE

INSTRUMENT

WBG - WATER BOARD GAGE

LE - LEVEL ELEMENT

LT - LEVEL TRANSMITTER

LD - LEVEL DISPLAY

P - ANALOG PRESSURE

GAUGE

PG - PRESSURE GAUGE,

DIGITAL

WM - WATER METER

TRANSMITTER

PS - PRESSURE SWITCH

LS - LEVEL SWITCH

BREAK LINE

Cl

AB

REVISION NUMBER

DETAIL BUBBLE

SECTION CUT

M102

SHEET NO. - WHERE

SECTION

IS SHOWN

SECTION LETTER

SHEET NO. - WHERE

DETAIL

IS SHOWN

DETAIL NUMBER

DESCRIPTION SYMBOL DESCRIPTION - ABBREVIATIONS -

NORTH ARROW

MECHANICAL EQUIPMENT TAG

KEY NOTE

(NOTE: NOT ALL SYMBOLS SHOWN ARE USED ON THESE DRAWINGS)PLUMBING LEGEND

SYMBOL -GRAPHIC SYMBOLS-

EF-1

HATCHING

INDICATES

ITEM(S) TO BE

REMOVED

PRESSURE RELIEF VALVE

A M102

UNDERGROUND PIPING

ABOVE CEILING

ABOVE FINISHED FLOOR

ACID VENT

ACID WASTE

BELOW FINISHED FLOOR

BACK FLOW PREVENTER

BELOW GRADE

BOOSTER PUMP

COMPRESSED AIR

CONDENSATE DRAIN

CAST IRON NO HUB

CLEANOUT

CHECK VALVE

CHLORINATED POLYVINYL CHLORIDE

COLD WATER

CONNECT TO EXISTING

PIPE DROP

DOMESTIC COLD WATER

DRINKING FOUNTAIN

DOMESTIC HOT WATER

PIPE DROP TO NEXT LEVEL

DETAIL

EXISTING

EXPANSION TANK

FIRE SERVICE

FLOOR CLEANOUT

FLOOR DRAIN

FILTER

FOUNDATION DRAIN

FLOW METER

FEMALE RESTROOM

GRADE CLEANOUT

HOSE BIB

HOT WATER

HOT WATER CIRCULATION

INDIRECT WASTE

INVERT ELEVATION IRRIGATION

LAVATORY

LIQUEFIED PETROLEUM GAS

LOW WATER CUTOFF

MAXIMUM

MINIMUM

MALE RESTROOM

MOP SINK BASIN

NATURAL GAS

NEW

NORMALLY OPEN (VALVE)

NORMALLY CLOSED (VALVE)

NOT TO SCALE

OVERFLOW DRAIN

OVER HEAD

OVERFLOW RAIN LEADER

PUMP

CROSS LINKED POLYETHYLENE

PIPE RISE

ROOF DRAIN

RECIRCULATION PUMP

REST ROOM

POLYVINYL CHLORIDE

ROUGH-IN ONLY

RECIRCULATED WATER

RAIN WATER LEADER

SINK

SHEET

SOFT COLD WATER

SHUT OFF COCK (GAS)

SHUT OFF VALVE

SANITARY SEWER

SAMPLE TAP

TYPICAL

TRAP PRIMER LINE

URINAL

UNDERGROUND

PIPE RISE TO NEXT LEVEL

UNDER SLAB

UP THRU ROOF

VALVE

VENT

VENT THRU ROOF

WASTE

WATER CLOSET

WATER HEATER

WALL CLEANOUT

WATER HAMMER ARRESTOR

WATER HEATER

WATER METER

AB.C.

AFF

AV

AW

BFF

BFP

BG

BP

CA

CD

C.I.N.H

CO

CKV

CPVC

CW

CX

(D)

DCW

DF

DHW

DN

DTL

(E)

ET

F

FCO

FD

FIL

FND

FM

F.R.R.

GCO

HB

HW

HWC

IDW

IRR

LAV

LPG

LWCO

MAX

MIN

M.R.R.

MSB

NG

(N)

NO

NC

NTS

OD

OH

OFL

(P)

PEX

(R)

RD

RP

R.R.

PVC

RIO

RW

RWL

(S)

SHT

SCW

SOC

SOV

S.S.

ST

TYP

TPL

(U)

UG

UP

US

UTR

VA

VT

VTR

(W)

WC

WH

WCO

WHA

WH

WM

NEW (SHADED) / EXISTING

FLAG

DEMO (SHADED) / EXISTING

FLAG

GENERAL NOTES:

NORTH REF

GAS REGULATOR

COMPRESSED AIRCA

S

Hb

BFP

TEE FITTING

VALVE IN RISER

1. COORDINATE PLUMBING FIXTURES AND RELATED PIPING WITH ALL OTHER

TRADES AS REQUIRED.

2. CONTRACTOR TO PROTECT AND MAINTAIN EXISTING UTILITIES AS INDICATED.

REFERENCE, PLUMBING, ELECTRICAL DRAWINGS. FIELD LOCATE

UNDERGROUND LINES, MARK, AND PROTECT AS NECESSARY. COORDINATE

PROTECTION AND ANY AND ALL TEMPORARY DISRUPTIONS OF SERVICE WITH

GOVERNMENT AS NECESSARY. PROVIDE ANY REQUIRED SHORING AND

STRUCTURAL SUPPORTS OF PIPING AND CONDUITS AS REQUIRED.

SCHEDULE WORK AND ANY REQUIRED INSPECTIONS TO MINIMIZE

DISRUPTION OF SERVICE AS NECESSARY.

3. REFER TO ARCHITECTURAL FLOOR PLANS FOR EXACT FIXTURE MOUNTING

HEIGHTS AND LOCATIONS.

4. LOCATE WATER PIPING IN HEATED AREAS ONLY. DO NOT LOCATE PIPING IN

NON-INSULATED ATTIC, CEILING OR WALL SPACES. DO NOT LOCATE WATER

PIPING IN ANY EXTERIOR WALLS UNLESS NOTED ON DESIGN DRAWINGS.

5. COORDINATE WITH ALL OTHER TRADES INCLUDING MECHANICAL FOR

EQUIPMENT, FIXTURES AND RELATED PIPING.

6. REFER TO PLUMBING FIXTURE SCHEDULE FOR CONNECTION SIZES. FIELD

VERIFY FOR TRANSITIONS REQUIRED FOR CONNECTING TO EXISTING PIPING.

7. PROJECT DESIGNED TO MEET CODE OF CONSTRUCTION IPC - 2018.

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document Contact Info: 7863518681 Date: 2022.10.21 09:12:00-04'00'

PD101

SCALE: 3/8" : 1'-0"

BLDG 410C - ROOM 100 DEMOLITION PLAN1

GENERAL NOTES:

1. DEMOLISH PIPE, ACCESSORIES AND PIPE SLEEVE

OF THE RISER.

2. RE-ROUTE THE PIPE UNDERGROUND TO

PENETRATE IN THE WALL NEAR THE WINDOW. SEE

P101 DRAWING FOR LOCATION.

3. CUT, CAP AND PROTECT THE EXISTING PIPE FOR

FUTURE RECONNECTION.

EXISTING

SUPPLY RISER

SCALE: 3/8" : 1'-0"

BLDG 410C - ROOM 100 DEMOLITION ELEVATION2

CUT AND CAP

ABOVE

CEILING IN

PREPARATION

FOR FUTURE

CONNECTION

REMOVE PIPE

SUPPORT

DEMOLISH RISER AND

SLEEVE. RE-ROUTE TO WALL

AREA NEXT TO WINDOW. (SEE

P101 FOR LOCATION)

CUT AND CAP PIPE

ABOVE CEILING. SEE

P101 FOR

RECONNECTION.

CEILING

WALL

EXISTING

WINDOW

EXISTING FILE

CABINET TO BE

RELOCATED BY

GOVERNMENT

EXISTING PIPE

EXISTING FILE

CABINET REPAIR SLAB WITH

CONCRETE AND

MATCH EXISTING

CARPET

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA NORTH

WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.10.21 09:13:18-04'00'

BF

P

BFP

BFP

P101

SCALE: 3/8" : 1'-0"

BLDG 410C - ROOM 100 PLAN1

EXISTING

WINDOW CONTINUE TO

BUILDING SUPPLY

14" X 24"

ACCESS PANEL

30" X 30"

ACCESS PANEL

BFP-1

BFP-1

ISOLATION

VALVE

ST-1

WITH UNIONS

TEE

SUPPLY RISER

(RE-ROUTED FROM DEMOLITION) TO YARD HYDRANTS

SCALE: 1" : 1'-0"

BLDG 410C - ROOM 100 ELEVATION2

EXISTING WALL

CEILING

FINISHED FLOOR

ELEVATION 12

" M

IN

SCALE: 1 1/2" : 1'-0"

BLDG 430 - ROOM 101 ELEVATION4

P101

PLUMBING CHASE

SEE ARCHITECTURAL

DRAWINGS

24" X 24"

ACCESS PANEL

TO YARD HYDRANTS

SUPPLY RISER

BFP-2 UNION

ISOLATION

VALVE

BACKFLOW PREVENTER SCHEDULE

SYMBOL NAME DESCRIPTION QTY MODEL #

BFP-1 WATTS 2" DOUBLE CHECK VALVE, SERIES LF-007 2 LF007M1QT

BFP-2 WATTS 2" DOUBLE CHECK VALVE WITH STRAINER, SERIES LF-007 1 LF007M1QT-S

ST-1 WATTS 2" WYE PATTERN LEAD FREE CAST COPPER SILICON ALLOY STRAINER 1 LF777

SCALE: 3/8" : 1'-0"

BLDG 430 - ROOM 101 PLAN3

GENERAL NOTES:

1. ALL PIPES ARE 2"

2. ENGRAVED, LAMINATED PHENOLIC NAMEPLATES

(BLACK LETTERS ON A WHITE BACKGROUND).

NAMEPLATES ARE TO HAVE AT LEAST 1/2-INCH-

(6-MM-) HIGH LETTERING. NAMEPLATES TO INCLUDE

BFP TAG AND TO BE INSTALLED ON BOTH THE BFP

AND THE ACCESS PANEL

3. POSITION ACCESS PANELS TO ENABLE SERVICING

AND MAINTENANCE OF THE BACKFLOW

PREVENTERS AND STRAINERS.

4. ACCESS PANELS SHALL HAVE HINGES AND

NON-KEYED CLOSURES.

ROUTE ABOVE CEILING

TIE INTO

EXISTING

PIPE ABOVE

CEILING

FINISHED FLOOR

ELEVATION

PIPE SLEEVE SEE DETAIL 1/P501 (TYP)

PIPE SLEEVE (TYP)

EXTENDED WALL SECTION

PIPE SLEEVE SEE DETAIL 1/P501 (TYP)

PIPE SLEEVE

TIE INTO EXISTING

BELOW GRADE

PIPE INSULATION

INSTALLED BETWEEN

BACKFLOW AND

EXTERIOR WALL

PIPE INSULATION

INSTALLED BETWEEN

BACKFLOW AND

EXTERIOR WALL

8" X 16"

ACCESS PANEL

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.10.21 09:10:48-04'00'

TOP OF SLAB

PIPE PER PLANFILL ANNULAR SPACE WITH

NON-SHRINK GROUT FOR

WATER PROOF SEAL

STANDARD WEIGHT HOT

DIPPED GALVANIZED

STEEL PIPE SLEEVE.

SIZE AT LEAST 2

PIPE SIZES LARGER

THAN UTILITY O.D.

SCALE: NTS

TYPICAL PIPE PENETRATION THROUGH SLAB1

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.10.21 09:09:04-04'00'