REPLACE SEWER AND WATER LINES MSHP TROOP B HQ & CRIME LAB …

REPLACE SEWER AND WATER LINESMSHP TROOP B HQ & CRIME LAB

MACON, MISSOURI

STATE OF MISSOURI

MICHAEL L. PARSON, GOVERNOR

DEPARTMENT OF PUBLIC SAFETY

MISSOURI STATE HIGHWAY PATROL

OWNER:

PROJECT

MANAGEMENT:OFFICE OF ADMINISTRATION

DIVISION OF FACILITIES MANAGEMENT,

DESIGN AND CONSTRUCTION

DESIGNER:

PROJECT NUMBER:

SITE NUMBER:

ASSET NUMBER:

KLINGNER & ASSOCIATES, P.C.

907 EAST ASH STREET

COLUMBIA, MO 65201

JOHN NEYENS, P.E.

573-355-5988

[email protected]

R2002-01

6003

8136003004

SHEET NUMBER:

G-00101 OF 11 SHEETSDECEMBER 14, 2020

PROJECT LOCATION

N

KL

ING

NE

R&

AS

SO

CIA

TE

S

PLUMBING AND PIPING SYMBOLS

CA

CD

CW

HW

HWC

GV

GW

G

V

SS

SD

OSD

COMPRESSED AIR

CONDENSATE DRAINAGE

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER-CIRCULATING

GREASE VENT

GREASE WASTE

NATURAL GAS

SANITARY VENT

SANITARY SEWER

STORM DRAINAGE

STORM DRAINAGE-OVERFLOW

2"

CAP

PLUG

2"

4"

4" 4"

EXISTING PIPE

DOMESTIC WATER METER

FLOW MEASURING AND BALANCING DEVICE

BALL VALVE

CHECK VALVE

PIPING BEING DEMOLISHED

THREE WAY VALVE BUTTERFLY VALVE

ABOVE GROUND PIPING

PIPE SIZE TAG (DIAMETER)

PLUMBING FIXTURE TAG

PLUMBING FIXTURE

PIPE RISE

PIPE DROP

PIPE TEE

REDUCING 45 DEGREE TEE

45 DEGREE TEE

BELOW GROUND PIPING

PIPE INVERT ELEVATION TAG

PIPE SLOPE TAG

INV. ELEV:-5' - 0 127/128"

1/8" / 12" SLOPE

?

TYPE (SEE SCHEDULE)

MOTORIZED CONTROL VALVE

PRESSURE REDUCING VALVE

SOLENOID VALVE

THREE WAY MOTORIZED CONTROL VALVE

CONNECT TO EXISTING

E

PLUMBING FIXTURE TAGS

EWC - ELECTRIC WATER COOLER

WC - WATER CLOSET

SK - SINK

LAV - LAVATORY

UR - URINAL

HW - WATER HEATER

RF - REFRIGERATOR

HB - HOSE BIBB

TD - TRENCH DRAIN

ECO - EXTERIOR CLEANOUT

FCO - FLOOR CLEANOUT

WCO - WALL CLEANOUT

MACON

KANSAS CITYCOLUMBIA

JEFFERSON CITY

ST. LOUIS

PROJECT LOCATION

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR

JOHN J. NEYENS - ENGINEER

MO # PE-2012009233

ww

w.k

lin

gn

er.

co

m

907

East A

sh S

tre

et

573

.35

5.5

98

8

Co

lum

bia

, M

isso

uri

Quin

cy, IL

G

ale

sburg

, IL

B

urlin

gto

n, IA

P

ella

, IA

H

annib

al, M

O

OFFICE OF ADMINISTRATION

DIVISION OF FACILITIES

MANAGEMENT,


PROJECT #

SITE #

ASSET #

REVISION:

REVISION:

REVISION:

DATE:

DATE:

DATE:

ISSUE DATE:

CAD DWG FILE:DRAWING BY:CHECKED BY:DESIGNED BY:

SHEET TITLE:

SHEET NUMBER:

OF 11 SHEETS

DECEMBER 14, 2020

6003

8136003004

KL

ING

NE

R &

AS

SO

CIA

TE

S,

P.C

. -

EN

GIN

EE

RIN

GM

ISS

OU

RI

ST

AT

E C

ER

TIF

ICA

TE

OF

AU

TH

OR

ITY

#000866

G-002

INDEX SHEET

12/14/2020

JLDJJNJLD

REPLACE SEWER AND

WATER LINES

MSHP TROOP B HQ &

CRIME LAB

308 PINE CREST DRIVE,

MACON, MO 63552

R2002-01

SHEETNUMBER

SHEET NAMECURRENTREVISION

DATE

G-001 COVER SHEET 12/14/2020

G-002 INDEX SHEET 12/14/2020

G-003 TEMPORARY FACILITIES PLAN 12/14/2020

P-101 PHASE 1 - PLUMBING SITE PLAN 12/14/2020

P-201 PHASE 1 - LOWER LEVEL 12/14/2020





P-301 MAIN LEVEL PLUMBING FIXTURE PLAN 12/14/2020

P-501 DETAIL & SCHEDULE SHEET 12/14/2020

GENERAL NOTES:

1) THE CONTRACTOR(S) SHALL FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS AND TELL THE ENGINEER OF ANY DISCREPANCIES AND INTERFERENCES ENCOUNTERED PRIOR TO STARTING WORK AFFECTED THEREBY.

2) THE CONTRACTOR(S) SHALL COMPLY WITH THE LATEST EDITION OF APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO:

- THE AMERICANS WITH DISABILITIES ACT (ADAAG)- INTERNATIONAL BUILDING CODE (IBC)- NATIONAL ELECTRIC CODE (NEC)- INTERNATIONAL MECHANICAL CODE (IMC)- INTERNATIONAL PLUMBING CODE (IPC)- LIFE SAFETY CODE (NFPA 101)- ASHRAE STANDARD 90.1- AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)- AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)- AMERICAN CONCRETE INSTITUTE (ACI)- SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA)- BOILER AND PRESSURE VESSEL ACT OF THE STATE OF MISSOURI

3) THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR OSHA COMPLIANCE AND JOB SITE SAFETY.

4) CONTRACTOR(S) SHALL VERIFY LOCATIONS OF ALL UTILITIES (TELEPHONE, DATA, GAS, ELECTRIC, SANITARY AND STORM SEWERS, ETC.) AT THE SITE BEFORE STARTING EXCAVATION OR CONSTRUCTION. THESE ITEMS SHALL BE MARKED AND PROTECTED.

5) CONTRACTOR(S) SHALL TAKE PRECAUTIONS NECESSARY TO PROTECT ADJACENT PROPERTY FROM DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS.

6) ASBESTOS CONTAINING BUILDING MATERIALS AND LEAD-BASED PAINT EXISTS WITHIN THE STRUCTURE. ASBESTOS AND LEAD-BASED PAINT INSPECTION REPORTS HAVE BEEN PREPARED FOR THE BUILDING AND ARE LOCATED WITHIN THE PROJECT MANUAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE REPORTS AND TO EITHER AVOID DISTURBING THE IDENTIFIED ASBESTOS AND LEAD-BASED PAINT OR ABATE/REMOVE THE ASBESTOS AND LEAD BASED PAINT AS REQUIRED TO COMPLETE PROPOSED WORK IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. SEE THE PROJECT MANUAL FOR ADDITIONAL INFORMATION.

7) CONTRACTOR SHALL PROTECT EXISTING FINISHES AND OTHER BUILDING COMPONENTS FROM DAMAGE. ANY SURFACES AND/OR COMPONENTS DAMAGED DURING THE CONSTRUCTION PROJECTS SHALL BE RETURNED TO PRE-PROJECT CONDITIONS AND/OR MADE TO MATCH ADJACENT MATERIALS. WHERE REQUIRED, A SURFACE MOUNTED ACCESS PANEL MAY BE USED TO CREATE ACCESS TO WALL AND CEILING CAVITIES TO FACILITATE CONSTRUCTION ACTIVITY. SEE DETAIL SHEET FOR ACCESS PANEL INFORMATION.

8) CONTRACTOR SHALL INSTALL A PRE-ENGINEERED SEISMIC PIPING SUPPORT SYSTEM FOR PROPOSED SANITARY REPLACEMENT SYSTEM WHERE REQUIRED BY ASCE 7-10. SEE DETAIL SHEET FOR SEISMIC SUPPORT SYSTEM INFORMATION.

9) OWNER WILL UTILIZE TEMPORARY STORAGE UNIT TO STORE MATERIALS CURRENTLY LOCATED IN STORAGE ROOMS G4, G5, G9, G11, AND G12 DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL ALLOW ONE WEEK WITHIN THEIR CONSTRUCTION SCHEDULE FOR THE OWNER TO TRANSFER MATERIALS TO THE TEMPORARY STORAGE UNIT AND ONE WEEK TO TRANSFER MATERIALS BACK TO THEIR RESPECTIVE STORAGE ROOMS. SEE SHEET G003 FOR ADDITIONAL INFORMATION ON TEMPORARY STORAGE.

10) ALL EXISTING PVC SANITARY PIPE MAY REMAIN.

11) EXISTING CAST IRON AND GALVANIZED SANITARY WASTE PIPING SHALL BE REPLACED AS SHOWN ON DRAWINGS.

12) EXISTING SANITARY VENT PIPING TO REMAIN.

13) EXISTING DOMESTIC COLD AND HOT WATER SYSTEM TO BE REPLACED. DRAWINGS INDICATE PROPOSED REPLACEMENT SYSTEM. FOLLOWING INSTALLATION OF PROPOSED SYSTEM, EXISTING DOMESTIC COLD AND HOT WATER SYSTEM TO BE REMOVED IN THEIR ENTIRETY.

14) CONTRACTOR IS RESPONSIBLE FOR ALL WORK REQUIRED TO INSTALL THE PROPOSED PIPING SYSTEM INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL. AND/OR FIRE ALARM SYSTEM REMOVAL/REINSTALLATION. ANY OUTAGES OF BUILDING SYSTEMS SHALL BE COORDINATED WITH THE OWNER AND APPROVED IN WRITING PRIOR TO PROCEEDING WITH THE WORK.

15) EXCEPT AS SPECIFICALLY NOTED, EXISTING PLUMBING FIXTURES ARE TO BE RE-USED. CONTRACTOR SHALL UTILIZE CAUTION WHEN REMOVING EXISTING PIPING SYSTEM AND CONNECTING NEW PIPING SYSTEMS TO MAINTAIN THE INTEGRITY OF THE EXISTING FIXTURES.

02

G002

NTS

PROJECT LOCATION MAP

BOAT SHED

100 AMP, 240/120 VOLT,SINGLE PHASE BOAT SHED ELECTRICAL PANEL

CONTRACTOR TEMPORARY RESTROOMS AND TOOL TRAILER PARKING

TEMPORARY STORAGE UNIT

TROOP B HEADQUARTERS BUILDING

FLAG POLE

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


MO # PE-2012009233

ww

w.k

lin

gn

er.

co

m

907

East A

sh S

tre

et

573

.35

5.5

98

8

Co

lum

bia

, M

isso

uri

Quin

cy, IL

G

ale

sburg

, IL

B

urlin

gto

n, IA

P

ella

, IA

H

annib

al, M

O



MANAGEMENT,


PROJECT #

SITE #

ASSET #

REVISION:

REVISION:

REVISION:

DATE:

DATE:

DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF 11 SHEETS

DECEMBER 14, 2020

6003

8136003004

KL

ING

NE

R &

AS

SO

CIA

TE

S,

P.C

. -

EN

GIN

EE

RIN

GM

ISS

OU

RI

ST

AT

E C

ER

TIF

ICA

TE

OF

AU

TH

OR

ITY

#000866

G-003

TEMPORARY

FACILITIES PLAN

12/14/2020

JLD

JLD

REPLACE SEWER AND

WATER LINES

MSHP TROOP B HQ &

CRIME LAB


MACON, MO 63552

R2002-01

1" = 20'-0"1TEMPORARY FACILITIES PLAN

40'20'0

SCALE: 1" = 20'

N

KL

ING

NE

R

& A

SS

OC

IAT

ES

STORAGE UNIT GENERAL NOTES:

1) CONTRACTOR IS RESPONSIBLE FOR SUPPLYING A TEMPORARY STORAGE UNIT FOR OWNER'S USE DURING THE CONSTRUCTION PERIOD.

2) CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND REMOVING STORAGE UNIT.

3) CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY POWER TO THE STORAGE UNIT FROM THE EXISTING BOAT SHED ELECTRICAL PANEL. CONTRACTOR SHALL INSTALL A 2 POLE, 40 AMP BREAKER IN EXISTING UNUSED PANEL BREAKER SPACE AND INSTALL TEMPORARY AERIAL CONDUCTORS TO FEED THE STORAGE UNIT.

3) TRANSFER OF STORED MATERIALS IN AND OUT OF THE STORAGE UNIT WILL BE PERFORMED BY THE OWNER.

4) STORAGE UNIT SHALL BE INSTALLED ON THE PROJECT SITE AT LEAST TWO WEEKS PRIOR TO ANY ACTIVE WORK BY THE CONTRACTOR ON-SITE. STORAGE UNIT SHALL BE REMOVED FROM THE PROPERTY APPROXIMATELY TWO WEEKS AFTER THE COMPLETION AND APPROVAL OF ALL INTERIOR WORK ACTIVITIES.

5) MINIMUM STORAGE UNIT SPECIFICATIONS INCLUDE:-14 GAUGE STEEL CONSTRUCTION-PLYWOOD OR PLANK FLOORING-WIND AND WATER TIGHT-8' WIDE X 40' LONG-LOCKABLE DOUBLE DOOR ACCESS ON END OF UNIT-LOCKABLE SINGLE DOOR PERSONNEL ACCESS DOOR ON SIDE OF UNIT-INTERIOR LIGHTING WITH SWITCH-HVAC SYSTEM CAPABLE OF MAINTAINING ENTIRE STORAGE UNIT BETWEEN 55F AND 80F UNDER ALL AMBIENT

CONDITIONS AT THE PROJECT SITE.-TOTAL ELECTRICAL DEMAND SHALL BE LESS THAN 40 AMPS AT 240V, SINGLE PHASE.

6) STORAGE UNIT SHALL BE INSTALLED LEVEL (FLOOR SLOPE LESS THAN 0.5% IN ALL DIRECTIONS) AND ON NOT LESS THAN 8" OF MoDOT TYPE 5 COMPACTED AGGREGATE. COMPACTED AGGREGATE PATHWAYS SHALL BE PROVIDED TO ALL CONTAINER ACCESS POINTS. EXISTING VEGETATION SHALL BE STRIPPED AND GEOTEXTILE FABRIC INSTALLED UNDER EXTENTS OF PROPOSED AGGREGATE BASE.

7) TEMPORARY AGGREGATE AND GEOTEXTILE FABRIC SHALL BE REMOVED FOLLOWING CONTAINER REMOVAL AND ALL DISTURBED AREAS SEEDED WITH 30% BLACKWATCH 2 TURF-TYPE TALL FESCUE, 30% AVENGER TURF-TYPE TALL FESCUE, 30% SPEEDWAY TALL FESCUE, AND 10% TETRADARK PERENNIAL RYEGRASS.

8) TEMPORARY ELECTRICAL PROVISIONS SHALL BE REMOVED FOLLOWING STORAGE UNIT REMOVAL.

03

JJN

G003

EXISTING WATER METER

P03

P06

P02

2" CW

2" CW

2" CW

CW

CW

P15

P50

1

P-501

_____________________C

W

FLAG POLE

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


MO # PE-2012009233

ww

w.k

lin

gn

er.

co

m

907

East A

sh S

tre

et

573

.35

5.5

98

8

Co

lum

bia

, M

isso

uri

Quin

cy, IL

G

ale

sburg

, IL

B

urlin

gto

n, IA

P

ella

, IA

H

annib

al, M

O



MANAGEMENT,


PROJECT #

SITE #

ASSET #

REVISION:

REVISION:

REVISION:

DATE:

DATE:

DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF 11 SHEETS

DECEMBER 14, 2020

6003

8136003004

KL

ING

NE

R &

AS

SO

CIA

TE

S,

P.C

. -

EN

GIN

EE

RIN

GM

ISS

OU

RI

ST

AT

E C

ER

TIF

ICA

TE

OF

AU

TH

OR

ITY

#000866

P-101

PHASE 1 -

PLUMBING SITE

PLAN

12/14/2020

JLDJJNJLD

REPLACE SEWER AND

WATER LINES

MSHP TROOP B HQ &

CRIME LAB


MACON, MO 63552

R2002-01

KEYNOTE LEGEND

VALUE DESCRIPTION

P02 SAW CUT AND REMOVE PAVEMENT TO FACILITATE PIPE INSTALLATION.

P03 INSTALL NEW WATER SERVICE IN UNDERGROUND TRENCH.

P06 ABANDON EXISTING WATER SERVICE PIPING LOCATED BELOW PAVEMENT IN PLACE.

P15 CONNECT NEW WATER SERVICE PIPE TO EXISTING WATER METER.

P50 HATCHED REGION INDICATES APPROXIMATE REGION OF PAVEMENT REMOVAL.

20'10'5'0

SCALE: 3/32" = 1'-0"

N

KL

ING

NE

R

& A

SS

OC

IAT

ES

04

3/32" = 1'-0"1PLUMBING SITE PLAN - PHASE 1

REMOVE EXISTING WATER SERVICE PIPE

SEE SHEET P201 FOR PHASE ONE ENLARGED PLAN

GENERAL NOTES:

1) CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UNDERGROUND UTILITIES FROM DAMAGE.

2) WATER SERVICE OUTAGE TO FACILITATE SWITCHING OVER FROM OLD WATER SERVICE TO NEW WATER SERVICE IS LIMITED TO TWO (2) HOURS. OUTAGE SHALL BE COORDINATED WITH OWNER AND REQUIRES OWNER'S WRITTEN APPROVAL.

TROOP B HEADQUARTERS BUILDING

P101

FD

SK

WC

LAV

SK

UR LAV LAV

WCWC

SK

EWC

P01

HB

HB

HB

SK

RANGE CONTROL

G18

FIRING RANGE

G19

TIRE STORAGE

G20

GARAGE

G14

MECHANICAL

G16

SUPPLY ROOM

G17

OFFICE

G13

POLYGRAPH

G6

STORAGE

G7

ELEVATOR EQUIPMENT

G15

MEETING ROOM

G1

MENS

G3

CORRIDOR

G2

LOUNGE

G10

TOILET

G21

STORAGE ROOM

G9

CORRIDOR

G8

STORAGE ROOM

G4

STORAGE ROOM

G5

STORAGE ROOM

G11STORAGE ROOM

G12

TD

EXISTING SUMP PIT

SEP-01

2

P-201

P02

4" SS 4" SS

SS

P04

2"

CW

2" CW

2"

CW

EXISTING MAIN DRAIN

3" V3" V

6

P-501

P19

P18

P16

ECO-01 ECO-01

ECO

P43

4"

SS

1/8" / 12" SLOPE

1/8

" / 12"

SLO

PE

P48

INV. ELEV: +/- 97' - 5 1/2"

INV. ELEV: +/- 96' - 1 1/2"

P50

1

P-501

_____________________

3

P-201

_____________________

100' - 0" REFERENCE ELEVATION: BUILDING LOWER LEVEL FF

7/16" / 12" SLOPE

INV. ELEV: +/- 97' - 11 1/4"INV. ELEV: +/- 96' - 10 1/4"

SD

SS SS

P54

EXISTING RPZ

TO DRAIN

EXISTING COLD WATER SUPPLY

NEW 2" WATER SERVICE

TO NEW DOMESTIC WATER PIPING

EXISTING WATER SERVICE

TO BE DEMOLISHED FOLLOWING INSTALLATION OF NEW WATER SERVICE

TO BE DEMOLISHED AFTER ALL FIXTURES ARE

CONNECTED TO NEW WATER SUPPLY SYSTEM

BALL VALVE (TYPICAL)TO BE EXTENDED IN SUBSEQUENT

PHASES

TO WATER METER

PRESSURE GAUGE

GRATE

SAW CUT EXISTING GARAGE CONCRETE FLOOR

EXISTING TRENCH DRAIN SUMP

COMPACTED AGGREGATE BACKFILL

REPLACE CONCRETE FLOOR. REINFORCE WITH #4 REBAR @ 12" ON CENTER EACHWAY. EMBEDDED 6" INTO EXISTING CONCRETE FLOOR.

TO OIL INTERCEPTOR

FILL ANNULAR SPACE WITH GROUT.

4" DOUBLE ELBOW

THREADED PLUG

CORE DRILL THROUGH EXISTING CONCRETE SUMP WALL

4" PVC SANITARY DRAIN

3"

2'

- 6

"

OPEN

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


MO # PE-2012009233

ww

w.k

lin

gn

er.

co

m

907

East A

sh S

tre

et

573

.35

5.5

98

8

Co

lum

bia

, M

isso

uri

Quin

cy, IL

G

ale

sburg

, IL

B

urlin

gto

n, IA

P

ella

, IA

H

annib

al, M

O



MANAGEMENT,


PROJECT #

SITE #

ASSET #

REVISION:

REVISION:

REVISION:

DATE:

DATE:

DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF 11 SHEETS

DECEMBER 14, 2020

6003

8136003004

KL

ING

NE

R &

AS

SO

CIA

TE

S,

P.C

. -

EN

GIN

EE

RIN

GM

ISS

OU

RI

ST

AT

E C

ER

TIF

ICA

TE

OF

AU

TH

OR

ITY

#000866

P-201

PHASE 1 - LOWER

LEVEL

12/14/2020

JLDJJNJLD

REPLACE SEWER AND

WATER LINES

MSHP TROOP B HQ &

CRIME LAB


MACON, MO 63552

R2002-01

3/16" = 1'-0"1LOWER LEVEL - PROPOSED PLUMBING PLAN - PHASE 1

KEYNOTE LEGEND

VALUE DESCRIPTION

P01 INSTALL NEW WATER SERVICE IN BASEMENT CHASE.

P02 SAW CUT AND REMOVE PAVEMENT TO FACILITATE PIPE INSTALLATION.

P04 SEAL EXISTING SANITARY DRAIN WITH GROUT.

P16 INTERIOR CONCRETE FLOOR REMOVED DURING CONSTRUCTION SHALL BE REPLACED TOMATCH EXISTING.

P18 WATER JET FLOOR DRAIN TO CLEAR PIPE BLOCKAGE.

P19 EXISTING PLANS INDICATE BURIED STORM SEWER IN THIS AREA FOR BUILDING DOWNSPOUT.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING THIS PIPE AND ALL OTHERBURIED UTILITIES.

P43 ROUTE SERVICE DOMESTIC WATER PIPE ON EXISTING PIPE RACKS IN CHASE TO AVOID DUCT.

P48 CONNECT OIL SEPARATOR VENTS TO EXISTING SANITARY VENT THROUGH ROOF.

P50 HATCHED REGION INDICATES APPROXIMATE REGION OF PAVEMENT REMOVAL.

P54 TRANSITION FROM PVC TO COPPER PIPE AT LOCATION INDICATED.

5' 10'0

SCALE: 3/16" = 1'-0"

N

KL

ING

NE

R

& A

SS

OC

IAT

ES

05

NTS2NEW SERVICE ENTRANCE DETAIL

PVC PIPE

COPPER PIPE

SEE SHEET P101 FOR CONTINUATION

NTS3TRENCH DRAIN SUMP CONNECTION

P201

SK

WC

LAV

SK

UR LAV LAV

WCWC

SK

EWC

HB

HB

HB

RANGE CONTROL

G18

FIRING RANGE

G19

TIRE STORAGE

G20GARAGE

G14

MECHANICAL ROOM

G16

SUPPLY ROOM

G17

OFFICE

G13

STORAGE ROOM

G11STORAGE ROOM

G12

POLYGRAPH

G6

STORAGE ROOM

G5

STORAGE ROOM

G4

MENS

G3

CORRIDOR

G2

STORAGE ROOM

G9

LOUNGE

G10

TOLIET

G21

MEETING ROOM

G1

STORAGE

G7

CORRIDOR

G8

TD

WH-01

P08

P07

7

P-501

SP-01

DCP-01

P10

P12

3"

SS

3" SS3" SS

3" S

S

2" CW

1/2

" C

W

1" HW

3/4" HWC

3/4" CW

2" CW

1 1/2" CW

1 1/2" CW

1" HW3/4" HW 1/2" HW

1 1/2" CW1/2" CW

1" HW

1/2

" C

W

1"

HW

1"

HW

1 1

/2"

CW

2"

CW

2" CWHW

1" CW

3/4

" H

WC

3/4

" H

W

3/4

" C

W

3/4" CW

3/4" HW

3/4

" H

WC

3/4" HWC

3/4

" H

W

3/4

" C

W

3/4" CW

3/4" HWC

1/2

" C

W

1/2" HW

1/2" CW

1 1/2" CW

2" CW

2"

CW

1 1/2" CW

3/4" CW

1 1

/4"

CW

1 1

/4"

CW

1/2" CW

1/2" CW

1 1/4" CW

1/2" CW

1 1/2" CW

1 1/2" CW

2" CW

3/4" CW

3/4

" H

W

3/4" HW

1" HW1" HW

1"

HW

1" HW

3/4

" H

W3/4

" H

W3/4

" H

WC

1/2" HW1/2" HW

1/2" HW

1/2" HW

1/2" HW1/2" HW

1/2" HW

3

P-501

P23

P24

1 1/2" CW

P07

P23

1" CW

1/2" CW

P25

ET-01

3/4" HW1 1/2" CW

1 1/4" CW

P38

1/2" CW

P20

P21

2" V

2"

V

2"

V

P44

P45

SEP-01

ECO-01 ECO-01

P49

SK

P13

P11

2

P-501

_____________________

P52P

51

WCO

CIRCUIT SETTER: SET TO 1 GPM

CIRCUIT SETTER: SET TO 1.5 GPM

VV

SSSS

SS

SD

SS SS

CW

CW

CW

CW

SS

3" SS

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


MO # PE-2012009233

ww

w.k

lin

gn

er.

co

m

907

East A

sh S

tre

et

573

.35

5.5

98

8

Co

lum

bia

, M

isso

uri

Quin

cy, IL

G

ale

sburg

, IL

B

urlin

gto

n, IA

P

ella

, IA

H

annib

al, M

O



MANAGEMENT,


PROJECT #

SITE #

ASSET #

REVISION:

REVISION:

REVISION:

DATE:

DATE:

DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF 11 SHEETS

DECEMBER 14, 2020

6003

8136003004

KL

ING

NE

R &

AS

SO

CIA

TE

S,

P.C

. -

EN

GIN

EE

RIN

GM

ISS

OU

RI

ST

AT

E C

ER

TIF

ICA

TE

OF

AU

TH

OR

ITY

#000866

P-202

PHASE 2 - LOWER

LEVEL

12/14/2020

JLDJJNJLD

REPLACE SEWER AND

WATER LINES

MSHP TROOP B HQ &

CRIME LAB


MACON, MO 63552

R2002-01


5' 10'0

SCALE: 3/16" = 1'-0"

N

KL

ING

NE

R

& A

SS

OC

IAT

ES

06

KEYNOTE LEGEND

VALUE DESCRIPTION

P07 REMOVE AND REPLACE CONCRETE AS REQUIRED TO FACILITATE PIPE REPLACEMENT.

P08 CONTRACTOR SHALL USE MEANS AND METHODS NECESSARY TO ENSURE STABILITY OFCMU WALL DURING SANITARY LINE REPLACEMENT.

P10 REPLACE EXISTING SANITARY SUMP WITH NEW SANITARY RECEIVER AND PUMP. CUT BACKEXISTING PIPES INTO SUMP PIT. INSTALL SUMP PUMP AND RECEIVER THEN EXTENDDRAINS INTO SUMP.

P11 INSTALL NEW GRAVITY CONNECTION TO MAIN DRAIN.

P12 CONNECT TO EXISTING SANITARY LINE AT ELBOW AND REPLACE UNDERFLOOR PORTIONOF SANITARY LINE WITH ABOVE FLOOR PIPE AND CONNECT TO GRAVITY BUILDING DRAIN.REMOVE ABOVE FLOOR ABANDONED PIPE AND FILL PIPE OPENING IN FLOOR WITH GROUT.

P13 PLUMBING SYSTEM COMPONENTS FOR THIS FIXTURE REPLACED DURING THIS PHASE.FIXTURE WILL BE OUT OF SERVICE DURING THIS PHASE.

P20 CONNECT TO EXISTING HOT WATER MAKE-UP SYSTEM. EXISTING RPZ TO REMAIN.

P21 CONNECT TO EXISTING CHILLED WATER MAKE-UP SYSTEM. EXISTING RPZ TO REMAIN.

P23 PIPING SYSTEMS FOR FIXTURES IN THIS ROOM ARE REPLACED DURING THIS PHASE ANDFIXTURES ARE NOT AVAILABLE FOR OWNER USE.

P24 EXISTING PVC SANITARY PIPE TO REMAIN.

P25 UP TO SINK ABOVE.

P38 ROUTE NEW WATER LINES ABOVE EXISTING DUCT IN THIS CORRIDOR.

P44 AVOID DUCTWORK BETWEEN SUPPLY AND MECHANICAL ROOMS WHEN ROUTING SUMPPUMP VENT PIPE.

P45 CONNECT SUMP PUMP VENT PIPING TO EXISTING VENT STACK IN SUPPLY ROOM.

P49 EXISTING WATER HEATER, EXPANSION TANK, AND CIRCULATOR PUMP TO BE REPLACEDWITH NEW EQUIPMENT. CONNECT TO EXISTING ELECTRICAL BRANCH CIRCUITS FORFORMER EQUIPMENT.

P51 IT MAY BE POSSIBLE TO CONNECT SOME OF THE SANITARY DRAINS CURRENTLYDISCHARGING TO THE SUMP DIRECTLY TO THE GRAVITY SANTIARY DRAIN. FOLLOWINGCONCRETE REMOVAL, CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS OFSANITARY DRAINS AT THE SUMP AND THE MAIN DRAIN IN THE SUPPLY ROOM AND PROVIDESUMMARY OF ELEVATIONS TO THE ENGINEER FOR REVIEW.

P52 EXISTING SUMP PUMP TO BE REPLACED WITH NEW BASIN AND PUMP. CONNECT SUMPCONTROLLER TO EXISTING ELECTRICAL BRANCH CIRCUITS SERVING FORMER SUMP PUMP.

GENERAL NOTES:

1) EXISTING SYSTEMS/EQUIPMENT AND/OR WORK PERFORMED IN A PREVIOUS PHASE IS SHOWN HALFTONE.

2) PROVIDE BALL VALVE AT EACH BRANCH CONNECTION TO THE MAIN TO FACILITATE PHASED CONSTRUCTION. (TYPICAL ALL BRANCH CONNECTIONS IN CURRENT PHASE)

P202

SK

WC

LAV

SK

UR LAV LAV

WCWC

SK

EWC

HB

HB

HB

GARAGE

G14

RANGE CONTROL

G18

FIRING RANGE

G19

TIRE STORAGE

G20

MECHANICAL ROOM

G16

SUPPLY ROOM

G17OFFICE

G13

STORAGE ROOM

G12

STORAGE ROOM

G11

LOUNGE

G10

TOILET

G21

STORAGE ROOM

G9

CORRIDOR

G8

POLYGRAPH

G6

STORAGE ROOM

G5

STORAGE ROOM

G4

MENS

G3

CORRIDOR

G2

MEETING ROOM

G1

ELEVATOR EQUIPMENT

G15

STORAGE

G7

TD

1/2" HW

1 1

/2"

CW

1/2" HW

1 1/2" CW

4" SS

4" SS

2" SS4" SS

1/2" CW

1" CW

P23

P31

P27

P28 P27

P26 P29

P30

ECO-01 ECO-01

SEP-01

SK

SP-01

WH-01

DCP-01

ET-01

VV

SSSS

SS

SD

SS SS

CW

CW

CW

CW

SS

SS

SS

SSV

V

V

HW

CW

CWHW

HWC

W

HW

CW

HWCW

CW

HW

CW

HWC

HW

CW

HW

C

HWC

CW

HW

SS

P14

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


MO # PE-2012009233

ww

w.k

lin

gn

er.

co

m

907

East A

sh S

tre

et

573

.35

5.5

98

8

Co

lum

bia

, M

isso

uri

Quin

cy, IL

G

ale

sburg

, IL

B

urlin

gto

n, IA

P

ella

, IA

H

annib

al, M

O



MANAGEMENT,


PROJECT #

SITE #

ASSET #

REVISION:

REVISION:

REVISION:

DATE:

DATE:

DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF 11 SHEETS

DECEMBER 14, 2020

6003

8136003004

KL

ING

NE

R &

AS

SO

CIA

TE

S,

P.C

. -

EN

GIN

EE

RIN

GM

ISS

OU

RI

ST

AT

E C

ER

TIF

ICA

TE

OF

AU

TH

OR

ITY

#000866

P-203

PHASE 3 - LOWER

LEVEL

12/14/2020

JLDJJNJLD

REPLACE SEWER AND

WATER LINES

MSHP TROOP B HQ &

CRIME LAB


MACON, MO 63552

R2002-01


5' 10'0

SCALE: 3/16" = 1'-0"

N

KL

ING

NE

R

& A

SS

OC

IAT

ES

07

KEYNOTE LEGEND

VALUE DESCRIPTION

P14 ALL CAST IRON OR GALVANIZED STEEL SANITARY PIPING IN THIS AREA TO BE REPLACEDWITH PVC PIPING. PVC PIPING MAY REMAIN.


P26 UP TO LAVATORY AND DRINKING FOUNTAIN ABOVE.

P27 UP TO WATER CLOSET ABOVE.

P28 UP TO FLOOR DRAIN ABOVE.

P29 CONNECT NEW WASTE PIPING TO TOP OF VERTICAL WASTE STACK. REPLACEMENT OFVERTICAL WASTE PIPE WITHIN WALL NOT REQUIRED.

P30 CONNECT EXISTING PVC WASTE PIPING FROM LAVATORY AND DRINKING FOUNTAIN ABOVETO BE CONNECTED TO SANITARY MAIN.

P31 REPLACEMENT OF SANITARY PIPING FOR FIXTURES IN THIS ROOM IS NOT REQUIRED.

GENERAL NOTES:


P203

SK

WCLAV

SK

UR LAV LAV

WCWC

SK

EWC

HB

HB

HB

RANGE CONTROL

G18

TIRE STORAGE

G20GARAGE

G14

FIRING RANGE

G19

MECHANICAL ROOM

G16

SUPPLY ROOM

G17

OFFICE

G13POLYGRAPH

G6STORAGE

G7ELEVATOR EQUIPMENT

G15

MEETING ROOM

G1

STORAGE ROOM

G5

STORAGE ROOM

G4

MENS

G3

CORRIDOR

G8STORAGE ROOM

G11 STORAGE ROOM

G12

TOILET

G21LOUNGE

G10

STORAGE ROOM

G9

CORRIDOR

G2

TD

1 1/2" CW

3/4" HW

P23

P31

P34

P33

P32

P28

1/2" HW

1/2" CW

1 1/4" CW

P46

SEP-01

ECO-01 ECO-01

SK

P53

WH-01

DCP-01

SP-01

ET-01

VV

SSSS

SS

SD

SS SS

CW

CW

CW

CW

SS

SS

SS

SSV

V

V

HW

CW

CWHW

HWC

W

HW

CW

HWCW

CW

HW

CW

HWC

HW

CW

HW

C

HWC

CW

HW

SS

CWHW

CW

CWHW

SS

SS

SS

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


MO # PE-2012009233

ww

w.k

lin

gn

er.

co

m

907

East A

sh S

tre

et

573

.35

5.5

98

8

Co

lum

bia

, M

isso

uri

Quin

cy, IL

G

ale

sburg

, IL

B

urlin

gto

n, IA

P

ella

, IA

H

annib

al, M

O



MANAGEMENT,


PROJECT #

SITE #

ASSET #

REVISION:

REVISION:

REVISION:

DATE:

DATE:

DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF 11 SHEETS

DECEMBER 14, 2020

6003

8136003004

KL

ING

NE

R &

AS

SO

CIA

TE

S,

P.C

. -

EN

GIN

EE

RIN

GM

ISS

OU

RI

ST

AT

E C

ER

TIF

ICA

TE

OF

AU

TH

OR

ITY

#000866

P-204

PHASE 4 - LOWER

LEVEL

12/14/2020

JLDJJNJLD

REPLACE SEWER AND

WATER LINES

MSHP TROOP B HQ &

CRIME LAB


MACON, MO 63552

R2002-01


5' 10'0

SCALE: 3/16" = 1'-0"

N

KL

ING

NE

R

& A

SS

OC

IAT

ES

08

KEYNOTE LEGEND

VALUE DESCRIPTION



P31 REPLACEMENT OF SANITARY PIPING FOR FIXTURES IN THIS ROOM IS NOT REQUIRED.

P32 UP TO LAVATORY ABOVE.

P33 UP TO SERVICE SINK ABOVE.

P34 CONNECT NEW WASTE PIPING TO VERTICAL WASTE STACK NEAR THE FINISHED FLOOR.

P46 REMOVE DUCTWORK AS NEEDED TO FACILITATE WORK ABOVE WATER CLOSET IN TOILETG21. PROTECT REMOVED DUCTWORK AND RE-INSTALL TO MATCH EXISTING CONDITION.HVAC OUTAGE SHALL BE LESS THAN 72 HOURS. COORDINATE HVAC OUTAGE WITH OWNERAND OBTAIN WRITTEN APPROVAL PRIOR TO PERFORMING WORK.

P53 CONNECT TO TOILET G21 LAVATORY HW AND CW BRANCHES ABOVE THE FINISHEDCEILING. IN-WALL CW AND HW BRANCHES MAY REMAIN.

GENERAL NOTES:


P204

SK

WC

LAV

SK

UR LAV LAV

WCWC

SK

EWC

HB

HB

HB

TD

SK

GARAGE

G14

MEETING ROOM

G1

ELEVATOR EQUIPMENT

G15

STORAGE

G7

POLYGRAPH

G6

OFFICE

G13

SUPPLY ROOM

G17

MECHANICAL ROOM

G16

LOUNGE

G10

TOILET

G21

CORRIDOR

G2

CORRIDOR

G8

STORAGE ROOM

G5

STORAGE ROOM

G4

MENS

G3

TIRE STORAGE

G20

FIRING RANGE

G19

RANGE CONTROL

G18

STORAGE ROOM

G9

STORAGE ROOM

G11

STORAGE ROOM

G12

P13

P13

P13

P13

P13

1" CW

1"

CW

1/2" HW1/2" CW

3/4

" C

W

3/4" CW

1/2

" H

W

1/2" CW 1/2" HW

3/4" CW

2" SS2"

SS

1/2" CW

1/2" CW

3/4" CW

3/4

" C

WP14

1 1/2" CW

4" SS4" SS

1/2" HW

1/2" CW2" S

S

1 1/2" CW

1/2" CW

1 1/4" CW

1/2" HW

1/2" HW

1/2" HW

1 1/4" CW

2" SS

4" SS

1 1/4" CW

P29

P35

P27

4" SS

P29

P35

P27

P27

P27

P34

P36

1/2" CW

P37

P25

P32

P27

P27

P28

3/4" CW

3/4" CW

EXISTING 3/4" WATER LINE TO CRIME LAB

P47

SEP-01

ECO-01 ECO-01

WH-01

DCP-01

SP-01

ET-01

VV

SSSS

SS

SD

SS SS

CW

CW

CW

CW

SS

SS

SS

SSV

V

V

HW

CW

CWHW

HWC

W

HW

CW

HWCW

CW

HW

CW

HWC

HW

CW

HW

C

HWC

CW

HW

SS

CWHW

CW

CWHW

HW

CW

SS

SS

SS

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


MO # PE-2012009233

ww

w.k

lin

gn

er.

co

m

907

East A

sh S

tre

et

573

.35

5.5

98

8

Co

lum

bia

, M

isso

uri

Quin

cy, IL

G

ale

sburg

, IL

B

urlin

gto

n, IA

P

ella

, IA

H

annib

al, M

O



MANAGEMENT,


PROJECT #

SITE #

ASSET #

REVISION:

REVISION:

REVISION:

DATE:

DATE:

DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF 11 SHEETS

DECEMBER 14, 2020

6003

8136003004

KL

ING

NE

R &

AS

SO

CIA

TE

S,

P.C

. -

EN

GIN

EE

RIN

GM

ISS

OU

RI

ST

AT

E C

ER

TIF

ICA

TE

OF

AU

TH

OR

ITY

#000866

P-205

PHASE 5 - LOWER

LEVEL

12/14/2020

JLDJJNJLD

REPLACE SEWER AND

WATER LINES

MSHP TROOP B HQ &

CRIME LAB


MACON, MO 63552

R2002-01


5' 10'0

SCALE: 3/16" = 1'-0"

N

KL

ING

NE

R

& A

SS

OC

IAT

ES

KEYNOTE LEGEND

VALUE DESCRIPTION

P13 PLUMBING SYSTEM COMPONENTS FOR THIS FIXTURE REPLACED DURING THIS PHASE.FIXTURE WILL BE OUT OF SERVICE DURING THIS PHASE.

P14 ALL CAST IRON OR GALVANIZED STEEL SANITARY PIPING IN THIS AREA TO BE REPLACEDWITH PVC PIPING. PVC PIPING MAY REMAIN.

P25 UP TO SINK ABOVE.

P27 UP TO WATER CLOSET ABOVE.


P29 CONNECT NEW WASTE PIPING TO TOP OF VERTICAL WASTE STACK. REPLACEMENT OFVERTICAL WASTE PIPE WITHIN WALL NOT REQUIRED.

P32 UP TO LAVATORY ABOVE.

P34 CONNECT NEW WASTE PIPING TO VERTICAL WASTE STACK NEAR THE FINISHED FLOOR.

P35 UP TO FLOOR DRAIN AND LAVATORY ABOVE.

P36 UP TO DRINKING FOUNTAIN ABOVE.

P37 UP TO REFRIGERATOR ABOVE.

P47 UP TO HOSE BIBB ABOVE.

09

GENERAL NOTES:


P205

FD

FD

FD

FD

SK

LAV

WC

EWC

UR

WC

WC

LAV

WC

LAV

WC

WC

LAV

EWC

SK

FD

SK

OFFICE

1

OFFICE

2

OFFICE

3

STORAGE

8

WOMENS

10

CORRIDOR

9

OFFICE

11OFFICE

12STORAGE

18

MENS

17

CORRIDOR

19

GENERAL OFFICE

20

CORRIDOR

28

LOUNGE

30

OFFICE

29

OFFICE

27

OFFICE

26

OFFICE

25

MAIL ROOM

24

OFFICE

23

COMMANDERS OFFICE

22

OFFICE

21

OFFICE

16

LOBBY

14

VESTIBULE

15

OFFICE

6OFFICE

5

CORRIDOR

4

TOILET

7

RADIO ROOM

13

STORAGE

31

RF

PIPING SYSTEMS FOR THESE FIXTURES REPLACED IN PHASE 3 AND ARE NOT AVAILABLE FOR OWNER USE.


FD


PIPING SYSTEMS FOR THESE FIXTURES REPLACED IN PHASE 2 AND ARE NOT AVAILABLE FOR OWNER USE. CONTRACTOR SHALL MAKE PROVISIONS FOR CONDENSATE DRAINAGE IF REPLACEMENT OCCURS DURING THE COOLING SEASON.


HB PIPING SYSTEM FOR THIS FIXTURE REPLACED IN PHASE 5 AND IS NOT AVAILABLE FOR OWNER USE.

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


MO # PE-2012009233

ww

w.k

lin

gn

er.

co

m

907

East A

sh S

tre

et

573

.35

5.5

98

8

Co

lum

bia

, M

isso

uri

Quin

cy, IL

G

ale

sburg

, IL

B

urlin

gto

n, IA

P

ella

, IA

H

annib

al, M

O



MANAGEMENT,


PROJECT #

SITE #

ASSET #

REVISION:

REVISION:

REVISION:

DATE:

DATE:

DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF 11 SHEETS

DECEMBER 14, 2020

6003

8136003004

KL

ING

NE

R &

AS

SO

CIA

TE

S,

P.C

. -

EN

GIN

EE

RIN

GM

ISS

OU

RI

ST

AT

E C

ER

TIF

ICA

TE

OF

AU

TH

OR

ITY

#000866

P-301

MAIN LEVEL

PLUMBING

FIXTURE PLAN

12/14/2020

JLDJJNJLD

REPLACE SEWER AND

WATER LINES

MSHP TROOP B HQ &

CRIME LAB


MACON, MO 63552

R2002-01

3/16" = 1'-0"1MAIN LEVEL - PROPOSED PLUMBING PLAN

5' 10'0

SCALE: 3/16" = 1'-0"

N

KL

ING

NE

R

& A

SS

OC

IAT

ES

10

GENERAL NOTES:

1) PIPING SYSTEM TO MAIN LEVEL PLUMBING FIXTURES WILL BE REPLACED AS SHOWN ON OTHER SHEETS. MAIN LEVEL PLUMBING FIXTURE PLAN IS PROVIDED TO SHOW GENERAL ARRANGEMENT OF MAIN LEVEL PLUMBING FIXTURES.

P301

POWER

ALARM LEVEL

TURN ON LEVEL

TURN OFF LEVEL

ALARM BELL WITH LIGHT AND SILENCING

ELECTRICAL CONTROLS ENCLOSURE

RUN LIGHTSHAND-OFF-AUTO SWITCHES

BALL VALVE

FLOAT SWITCHES (TYPICAL)

CHECK VALVE

DISCHARGE PVC VENT PIPE

SUMP COVER

INLET HUB.MULTIPLE INLETS WILL BE REQUIRED. CONTRACTOR TO FIELD VERIFY QUANTITY, SIZE, AND LOCATION AND PROVIDE INLET CONNECTIONS MATCHING MANUFACTURER RECOMMENDATIONS.

FINISHED FLOOR


CONNECT TO EXISTING VENT

CONNECT TO SANITARY SEWER BELOW FLOOR

PVC DISCHARGE PIPE

SAW CUT

REPLACEMENT CONCRETE TO MATCH EXISTING MATERIAL AND THICKENESS REINFORCE WITH #4 REBAR @ 12" ON CENTER EACHWAY. EMBEDDED 6" INTO EXISTING CONCRETE FLOOR.

24" DIAMETER FRAME AND COVER

CAST-IN-PLACE ANTI-BUOYANCY SLAB. 3000 PSI CONCRETE READY MIX POURED AROUND

BASE OF UNIT.

PEA GRAVEL

EXTENSION COLLAR

OUTLETINLET

CLEANOUTHOUSING

CLEANOUT HOUSEING

TANK VENTS. SEE PLAN VIEW FOR CONTINUATION.

EXISTING CONCRETE PAVEMENT

12

" M

IN.

50

"

80"

ANTI-BUOYANCY SLAB PLAN VIEW DIMENSIONS

6"

MIN

.

PROVIDE COMPACTED AGGREGATE SURFACE AT ELEVATION MATCHING EXISTING PAVEMENT. PAVEMENT TO BE PROVIDED UNDER SUBSEQUENT PROJECT BY OTHERS.

PRESSURE & TEMPERATURE RELIEF VALVE

PROPOSED WATER HEATER (HW-01)

MODIFY EXISTING FLUE AS REQUIRED TO ACCOMMODATE NEW WATER HEATER AND RE-USE.

DRAIN VALVE

TO BE DEMOLISHED FOLLOWING CONNECTION OF

ALL FIXTURES TO NEW HOT WATER SUPPLY SYSTEM

OCCUPIED BUILDING

CHECK VALVE (TYPICAL)

UNION (TYPICAL)

DCP-01

HWS

HWC

NEW CW SERVICE

A

BOLT-ON AQUASTAT

BALL VALVE (TYPICAL)

WALL SUPPORTED BLADDER STYLE EXPANSION TANK

THERMOMETER (TYPICAL)

EXISTING HWS

CIRCUIT SETTER SET TO FLOW RATE SHOWN ON PLANS

PROPOSED HW/HWC LOOP

PRESSURE GAGE (TYPICAL)

STRAINER

CONTINUOUS PIANO HINGE

MINIMUM 16 GAUGE STEEL CONSTRUCTION. WHITE POWDER COAT FINISH SCREWDRIVER

OPERATED CAM LATCH

MOUNTING HOLE. SECURE TO SUBSTRATE USING STAINLESS STEEL SCREWS.

SEAL JOINT WITH ACRYLIC LATEX CAULK.

REPLACEMENT CONCRETE TO MATCH EXISTING MATERIAL AND THICKENESS REINFORCE WITH #4 REBAR @ 12" ON CENTER EACHWAY. EMBEDDED 6" INTO EXISTING CONCRETE FLOOR.

SAW CUT

EXISTING SURFACE


PIPE

MAX WIDTH = 3' + O.D.

MIN WIDTH = 2' + O.D.

1'-0"

MIN

.

1'-0" MIN.

4"

MIN

.B

ED

DIN

G

(3/4

" D

IA.

MA

X.)

FO

R F

LE

XIB

LE

PIP

E U

SE

AS

TM

D23

21

CLA

SS

II M

AT

ER

IAL

(3/4

" D

IA.

MA

X.)

FO

R R

IGID

PIP

E A

ST

M D

23

21

CL

AS

S I

I M

AT

ER

IAL

COMPACTED AGGREGATE BACKFILL TAMPED BACKFILL OF

SELECT MATERIALS IN 6" LAYERS

BACKFILL MATERIAL AND METHOD SEE SPECIFICATIONS FOR RECOMMENDATIONS

FINISHED GRADE AFTER SETTLEMENT

SEED DISTURBED AREAS WITH A MIX OF:30% BLACKWASH 2 TURF TYPE TALL FESCUSE30% AVENGER TURF TYPE TALL FESCUSE30% SPEEDWAY TALL FESCUSE10% TETRADARK PERENNAL RYEGRASS

PROVIDE COMPACTED AGGREGATED SURFACE AT ELEVATION MATCHING EXISTING PAVEMENT. PAVEMENT TO BE PROVIDED UNDER SUBSEQUENT PROJECT BY OTHERS.

EXISTING SURFACE

SAW CUT PA

VT

AR

EA

S

EA

RT

H A

RE

AS

1'-0"

MIN

.

1'-0"

MIN

.

MA

TE

RIA

L (

3/4

" D

IA.

MA

X.)

FO

R F

LE

XIB

LE

PIP

E U

SE

A

ST

M D

23

21 C

LA

SS

II

(3/4

" D

IA.

MA

X.)

FO

R R

IGID

PIP

E A

ST

MD

23

21

CLA

SS

II M

AT

ER

IAL

4"

MIN

.B

ED

DIN

G

1'-0" MIN.

PIPE

MAX WIDTH = 3' + O.D.

MIN WIDTH = 2' + O.D.

PIPE

HIGH DENSITY INSULATIONINSERT OR WOOD BLOCK

CLEVIS HANGER

INSULATION

GALVANIZEDSTEEL SHIELD

TRANSVERSE STRUT RESTRAINT

LONGITUDINAL STRUT RESTRAINT

MIN 1" X 1" X 1/8" STEEL ANGLE STRUT RESTRAINT

MIN 3/8" SUPPORT HANGER TO CONCRETE ABOVE

ISOLATION HANGER

1. ALL DOMESTIC AND SANITARY WATER PIPING TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY C AS DETAILED IN ASCE 7-10.2. SEISMIC BRACING SHALL NOT BE REQUIRED IF ONE OF THE FOLLOWING CONDITIONS APPLY:

A. IF ALL PIPING SUPPORTS IN A RUN ARE 12 IN. OR LESS IN LENGTH FROM THE TOP OF THE PIPE TO THE SUPPORTING STRUCTURE.B. THE NOMINAL PIPE SIZE IS 2 IN. OR LESS AND PROVISIONS HAVE BEEN MADE TO AVOID IMPACT WITH OTHER STRUCTURAL OR NONSTRUCTURAL COMPONENTS.

3. IF SEISMIC BRACING IS REQUIRED, THE FOLLOWING REQUIREMENTS MUST BE MET.A. ATTACHMENT OF THE HANGER RODS TO THE STRUCTURE MUST BE NON-MOMENT GENERATING (FREE SWINGING) CONNECTIONS. B. VERTICAL SUPPORTS MUST BE PLACED EVERY 10 FEET.C. TRANSVERSE STRUT RESTRAINTS AND ROD STIFFENERS MUST BE PLACED EVERY 20 FEET.D. LONGITUDINAL AND TRANSVERSE STRUT RESTRAINTS TO BE PLACED AT THE BEGINNING AND END OF EACH RUN.

4. THIS DETAIL IS AN EXAMPLE ONLY. OTHER SEISMIC BRACING SOLUTIONS CAN BE PROVIDED WITH ENGINEERING APPROVAL.

45.0°

45.0

°

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR


MO # PE-2012009233

ww

w.k

lin

gn

er.

co

m

907

East A

sh S

tre

et

573

.35

5.5

98

8

Co

lum

bia

, M

isso

uri

Quin

cy, IL

G

ale

sburg

, IL

B

urlin

gto

n, IA

P

ella

, IA

H

annib

al, M

O



MANAGEMENT,


PROJECT #

SITE #

ASSET #

REVISION:

REVISION:

REVISION:

DATE:

DATE:

DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF 11 SHEETS

DECEMBER 14, 2020

6003

8136003004

KL

ING

NE

R &

AS

SO

CIA

TE

S,

P.C

. -

EN

GIN

EE

RIN

GM

ISS

OU

RI

ST

AT

E C

ER

TIF

ICA

TE

OF

AU

TH

OR

ITY

#000866

P-501

DETAIL &

SCHEDULE SHEET

12/14/2020

JLDJJNJLD

REPLACE SEWER AND

WATER LINES

MSHP TROOP B HQ &

CRIME LAB


MACON, MO 63552

R2002-01

DOMESTIC CIRCULATING PUMP SCHEDULE

TAG DESCRIPTION FLOW (GPM) HEAD (FT) VOLTAGE HP REMARKS

DCP-01 IN-LINE DOMESTIC HOTWATER CIRCULATING PUMP

5 6 120 1/40 1,2

WATER HEATER SCHEDULE

TAG DESCRIPTION

NOMINALCAPACITY

(GAL)FIRST HOUR

RATING (GAL)BTU INPUT

(NG)CONROLVOLTAGE

UNIFORMENERGY FACTOR REMARKS

WH-01 COMMERCIAL GRADE, NATURAL GASFIRED TANK WATER HEATER

50 84 40,000 120 0.68 1,2

SUMP PUMP SCHEDULE

TAG DESCRIPTION FLOW (GPM) HEAD (FT) HORSEPOWER VOLTAGE

BASIN

REMARKSDIAMETER DEPTH

SP-01 SEWAGE PUMP, SUBMERSIBLE VERTICAL DISCHARGE 30 17 0.4 120 24" 36" 1

SANITARY SEWER INTERCEPTOR SCHEDULE

TAG DESCRIPTION

CONNECTION SIZES TOTAL WETVOLUME (GAL)

OIL CAPACITY(GAL)

SOLIDSCAPACITY (GAL) REMARKSINLET OUTLET VENT

SEP-01 GREASE, OIL AND SEDIMENT SEPARATOR 4" 4" 3" 150 66 48 1,2,3

11

NTS3SUMP PUMP DETAIL

NTS6OIL SEPARATOR DETAIL

NTS7NEW WATER HEATER DETAIL

NTS4SURFACE MOUNTED ACCESS DOOR DETAIL

NTS2INTERIOR UTILITY TRENCH DETAIL

NTS1EXTERIOR UTILITY TRENCH DETAIL

EXPANSION TANK SCHEDULE

TAG DESCRIPTIONMAX (PSIG) WORKING

PRESSURE TANK VOLUME (GAL)

MAX ACCEPTED VOLUME (GAL)

REMARKS20 PSI 60 PSI

ET-01 POTABLE WATER, BLADDER STYLE EXPANSION TANK 150 1.98 1.53 1.03

NTS5SEISMIC PIPING SUPPORT DETAIL

1) CONTRACTOR TO PROVIDE COMPLETE PUMPING PACKAGE INCLUDING SIMPLEX PUMP CONTROLLER, ON/OFF/ALARM FLOATS, AND AUDIBLE ALARM.

1) PROVIDE WITH POWERED DAMPER.2) ENERGY STAR RATED.

1) PROVIDE WITH 24" DIAMETER ACCESSWAY EXTENSION COLLAR CUT TO MATCH EXISTING GRADE.2) PROVIDE WITH H20 TRAFFIC LOAD RATED COVER.3) PROVIDE WITH HEAVY-DUTY, CAST IRON CLEANOUT HOUSING (ECO) SUITABLE FOR TRAFFIC APPLICATION.

1) PROVIDE WITH BOLT ON AQUASTAT.2) HOT WATER CIRCULATOR SHALL RUN WHEN HWC TEMPERATURE AT AQUASTATE DROPS BELOW 120F.

P501

REPLACE SEWER AND WATER LINES MSHP TROOP B HQ & CRIME LAB …

Documents