Mobile Vault Pad, MVC Repair and POV Parking Expansion ......T i p Marigold State Route W. Allen St....

Tulip Dr.

Mar

igol

d S

tate

Rou

te

W. Allen St.

W. Rogers St.

Artesia

n Ave

.

Hud

son

St.

Lake

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r.

Mobile Vault Pad, MVC Repair and POV Parking ExpansionClinton Readiness Center

Clinton, Missouri

OWNER: STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR

PROJECT

MANAGEMENT:

OFFICE OF ADMINISTRATION

DIVISION OF FACILITIES

MANAGEMENT, DESIGN AND

CONSTRUCTION

DESIGNER: THE CLARK ENERSEN PARTNERS

PROJECT NUMBER: T2043-01

A/E PROJECT NUMBER: 050-009-20

SITE NUMBER: 6261

ASSET NUMBER: 8136261001

SHEET NUMBER:

G-000 of 8 03/05/2021

DEPARTMENT OF PUBLIC

SAFETY

MISSOURI ARMY NATIONAL

GUARD

Project Location

810 Marigold DriveClinton, MO 64735

hibdoe

Cross-Out

SCALE:

VIEW NAME1/8" = 1'-0"

1

1i

A101

1SIM

REFERENCE SYMBOLS

100'-0"

FIN. FLR.

REVISION TAG & CLOUD INDICATOR

DEMOLITION INDICATOR

WALL TYPE REFERENCE

ELEVATION REFERENCE

GRID LINE

WINDOW/OPENING IDENTIFIER

DOOR/OPENING IDENTIFIER

ROOM IDENTIFIER

CROSS SECTION REFERENCE

ELEVATION REFERENCE

DETAIL REFERENCE

DETAIL REFERENCE NUMBER

SHEET ON WHICH IT IS FOUNDDETAIL OR SECTION NUMBER

SECTION REFERENCE1

A101

SIM

1

A101

SIM

CLASSROOM

101

101

0

A101

1SIM

1t

STANDARD ABBREVIATIONS

DEIONIZED WATERDOUBLE JOIST

DEAD LOAD

DAMPPROOFING

DISHWASHER

DOUBLE HUNGDOOR FRAME

DRINKING FOUNTAIN

DEPARTMENTDOUBLE GLAZING

COLD WATER

CABLE TELEVISIONCERAMIC TILE

COUNTERSUNK

COLD ROLLED STEELCIRCUMFERENCE

COMPRESSIBLECOVER PLATE

COORDINATECONTRACTOR

CONSTRUCTIONCONNECTIONCONFERENCE

CONCRETE

CONCRETE MASONRY UNIT

CONTRACT LIMIT LINE

CEILING DIFFUSERCEILING HEIGHT

CENTER LINECONTROL JOINT

CAST IN PLACE

CHALKBOARD

COUNTER FLASHINGCERAMIC TILE

CEMENT PLASTER

CLOSED CIRCUIT TELEVISIONCATCH BASIN

CURB AND GUTTERCENTER TO CENTER

BUILT-UP ROOF

BEARING PLATE

BRIDGING JOIST

BASE PLATE

BELOW FINISH FLOORBACKFLOW PREVENTER

BOTH FACES

BOTTOM OF CURBBULLETIN BOARD

BALLED AND BURLAPPED

AUDIO VISUALASYMMETRICAL

ABOVE SUSPENDED CEILING

ARCHITECT (URAL)

ACCESS PANEL

ANNUNCIATOR

AIR HANDLING UNIT

ABOVE FINISHED SLABABOVE FINISHED GRADEABOVE FINISHED FLOOR

ACCESS FLOOR

ADJUSTABLE

AUTOMATIC DOOR CLOSERAREA DRAIN

ACOUSTICAL TILE

ACOUSTICAL INSULATION

ACOUSTICAL PLASTERACOUSTICAL PANEL

ACID-RESISTANTAIR CONDITIONING

ABBREVIATE

ARCHITECT/ENGINEER

DOOR CLOSURE

DVTL

DWGDW

DRCLSR

DST

DUPL

DS

DT

DMPFDNDODR

DISTDIVDIWDJDL

DIM

DFRDH

DF

CUR

DETDEPTDBL GLZCW

CUBCTV

CSWKCT

CRCMF

CSMTCSKCSGCRS

CPRSCOV PL

COORDCONTR

CONC FL

CONSTRCONNCONF

CONCCOMPL

COLCO

CLSR

CNTRCNRCMUCMPST

CLRCLOSCLLCLG HT

CIR

CLGCLG DIFF

CLCJ

CIP

CHKCHFR

CI

CEM PLASCER

CHANCH BD

CFLGCER TILE

CEMCCTVCB

C/C

CAVCABC&G

BUR

BSMTBTM

BW

BRDG JST

BRK

BRZBRSBRKT

BS

BRGBRG PL

BRDG

BLKHD

BRCG

BLST

BP

BM

BLKGBLKBLDGBL

BFBFF

BJTBITUMBFP

BEVBDBCBB

AV

BALBAFB&B

AVE

ASYMASPHASC

ARCH

ANN

APPX

ANTANOD

AP

AMTAMPLAMB

ALT

AGGR

ALM

AHUAHR

ALUM

AFSAFGAFFAF

ACOUS TILE

ACOUS INSUL

ACOUS PLASACOUS PNL

ADC

ADJCADJADDMADDL

AD

ABV

ACOUSACID RESAC

ABBR

A/E

DOVETAIL

DRAWING

DOWNSPOUTDOOR STOPDRAIN TILEDUPLICATE

DITTODOOR

DOWN

LTGLVLLVR

LONG

LT WT

LRGLSLT

LKR RMLLLNTLLOC

LIGHTINGLEVEL

LOUVER

LOCKER ROOMLIVE LOAD

LONGITUDINAL

LIGHTWEIGHT

LARGELUMP SUM

LIGHT

LINTELLOCATION

STAG

STDSTIR

SQINSQYDSSKSS

ST

SPKRSPRTSQFTSQ

LIGHTWEIGHT CONCRETE MASONRY UNIT

HEATING, VENTILATION, AIR CONDITIONING

DISTANCEDIVIDER

DIMENSION

CURRENT

DETAIL

CUBICLE

CASEWORK

LHLHR

LINLIQLKR

LD BRGLDGLFLG

LAB

LCMU

LAVLBLBR

KWYL

KPLKOP

CASEMENT

CASING

CONCRETE FLOOR

COMPLETE

COLUMNCLEANOUT

JC

KOKBJTJST

INV ELJAN

INVINTR

IF

INSULINSTL

INCANDINL

HVAC

HYDHW

HTG

LOAD BEARING

LINEAR FOOT

LEFT HANDLEFT HAND REVERSE

LINOLEUMLIQUID

LOCKER

LANDING

LENGTH

LABORATORYLAVATORY

KICK PLATEKNOCKOUT PANEL

POUNDLUMBER

KEYWAYLEFT

SMLS

SPKLR

SPSPCLSPEC

SK

SLP

SLVSM

SHRSHTHGSHVLSIMSJ

SCRNSDSECT

SGL

KNEE BRACE

JANITOR'S CLOSET

INVERT ELEVATION

KNOCKOUT

JOINTJOIST

JANITOR

INVERTINTERIOR

INSULATIONINSTALLATION

INCANDESCENTINSIDE FACE

HOT WATER

INLET

HYDRANT

HEATING

SALVSBSCSCHSCMU

SRVSRV

RO

RFM

RNDRHRRHRFG

RESILREQDREMREINF

SPEAKERSUPPORT

SQUARE FOOT

SQUARE INCHSQUARE YARDSERVICE SINK

STAINLESS STEEL

STAGGERED

STANDARDSTIRRUP

STREET

SQUARE

STORM DRAIN

SHEATHING

SLIP JOINT

SHEET METALSEAMLESS

SPECIFICATIONSPRINKLER

SPACINGSPECIAL

SINK

SLOPE

SLEEVE

SHOWER

SHELVESSIMILAR

SCREEN

SECTION

SINGLE

SALVAGESPLASH BLOCK

SOLID CORESCHEDULE

SOLID CONCRETE MASONRY UNIT

REVERSEROOF VENT

ROUGH OPENING

RIGHT HAND REVERSERIGHT HAND

RESILIENTREQUIRED

REMOVABLEREINFORCEMENT

RECESSED FLOOR MAT

SOUTH

ROUND

ROOFING

OWNER FURNISHED-OWNER INSTALLED

OWNER FURNISHED/CONTRACTOR INSTALLHOLLOW CONCRETE MASONRY UNIT

GLAZED CONCRETE MASONRY UNIT

GROUND FAULT INTERRUPTERGENERAL CONTRACTOR

CLOSURE

COUNTERCORNER

COMPOSITE

CLEARCLOSET

CIRCLE

CEILING

CAST IRONCHECK

CHAMFER

HOHORIZ

HSBHSHR

HNDRLHMFHMDHM

HDJT

HDWD

HDBD

HGT

HDR

HCMUHD

HC

HB

CERAMIC

CHANNEL

CEMENT

CAVITYCABINET

BOTH WAYS

BASEMENTBOTTOM

GRTG

GYP PLAS

H&CWH

GYP

GR BMGPDW

GR

GND

GENL CONTR

GL BLK

GLZ CMU

GLU LAMGLZ

GL

GDRL

GFI

GENL

HIGH STRENGTH BOLTHIGH STRENGTH

HORIZONTALHOLD-OPEN

HAND RAILHOLLOW METAL FRAMEHOLLOW METAL DOOR

HOLLOW METAL

HOUR

HARDWOOD

HARDBOARDHEAD JOINT

HEAVY DUTY

HOLLOW CORE

HOSE BIBB

HEIGHT

HEADER

REC

REFRECTRECPTRECD

RDRCPRCRBR

QT

RADRQUALQTY

PWRPVMTPVGPVC

HOT AND COLD WATER

GYPSUM PLASTER

GRADE BEAMGYPSUM DRY WALL

GRATING

HIGH

GYPSUM

GRADE

GROUND

GLUE LAMINATEDGLASS BLOCK

GUARD RAIL

GLAZING

GLASS

GENERAL

PRELIM

PTN

PT

PROJPRKG

PREFABPRPOS

PLBGPLYWD

POLYISOPOLYPOL

PLATPLASPLAM

PL

FIRE EXTINGUISHER CABINET

BRICK

BOTH SIDESBRONZE

BRASSBRACKET

BEARINGBRIDGING

BULKHEAD

BRACING

BALLASTBEAM

BLOCKINGBLOCK

BUILDINGBASE LINE

FURR

GALVGB

FXTRFUT

FSTNRFTG

FSPFS

FOS

FRNTFRMFPRFFPL

FLUORFLT GL

FOMFOC

BED JOINTBITUMINOUS

BEVELBOARD

BALANCEBAFFLE

AVENUE

ASPHALT

FLG

FLR FINFLR PLFLR SKFLR

FLDG

FIN FL

FLFIN

FD

FIN GRFGL

FECFDN

F BRK

FBDF/F

EXTN

GRAB BARGALVANIZED

FIRE STANDPIPE

FURRING

FIXTUREFUTURE

FOOTINGFASTENER

FULL SIZE

FIREPROOFINGFIREPLACE

FACE OF STUDFACE OF MASONRY

FACE OF CONCRETEFLUORESCENT

FLOAT GLASS

FRONTFRAME

PERIM

PHPGBD

PERPPERM

PERFPEDPCPPC

OXY

PBDPBPARGPAR

OVHD

ORIGOPT

FLOOR FINISHFLOOR PLATE

FLOOR SINK

FINISH FLOOR

FLANGEFLOOR

FOLDING

FLASHINGFINISH

FINISH GRADEFIBERGLASS

FOUNDATIONFLOOR DRAIN

FIBERBOARDFACE TO FACE

FIRE BRICKEXTENSION

OFCI

OPPOPNG

OFOIOFF

OF

ODOCOA

NO

O/ONTSNSNOM

NICNFNEGN/A

X SECTWWMWTRPRFWTRWTWSCTWSWRWLDWLWHSE

REFERENCERECTANGULAR

RECEPTACLERECEIVED

RECESSEDROOF DRAIN

REINFORCED CONCRETE PIPEREINFORCED CONCRETE

QUANTITYQUARRY TILE

PAVEMENT

POLYVINYL CHLORIDE

RUBBER

RADIUSRISER

QUALITY

POWER

PAVING

PARTITION

PROJECT

PRELIMINARYPREFABRICATED

POLYSTYRENEPOLISHEDPLYWOODPLUMBINGPLATFORM

PLASTERPLASTIC LAMINATE

POLYISOCYANURATE

PAINT

PARKING

PAIRPOSITIVE

PLATE

CROSS SECTIONWELDED WIRE MESH

WATERPROOFING

WAINSCOTWEATHERSTRIPPING

WATER RESISTANTWELDED

WIND LOADWAREHOUSE

WATERWEIGHT

WHWGL

WFWDW

WD

WC

W/OW/WW/VWCVTVRVOLVNRVIBVESTVERT

VCTVB

VAVVAC

UTILURUPSUNOUNFINUNEXULT

UGUFD

TYPTV

TSTRNBKL

PEGBOARD

PERPENDICULARPERMANENTPERIMETER

PERFORATEDPEDESTAL

PORTLAND CEMENT PLASTERPORTLAND CEMENT

PARTICLE BOARDPANIC BAR

PARALLEL

OVERHEAD

ORIGINALOPTIONAL

PHASE

W

OXYGEN

PARGING

OPPOSITE

OUTSIDE FACE

OUTSIDE DIAMETERON CENTER

OVERALLOUT TO OUT

NOT TO SCALENEAR SIDE

NOT IN CONTRACTNEAR FACE

NEGATIVENOT APPLICABLE

OPENING

OFFICE

V

NUMBERNOMINAL

VINYL WALL COVERING

WALL HUNGWIRE GLASS

WIDE FLANGE

WATER CLOSET

WITHOUTWALL TO WALL

WOOD

WINDOW

WEST

VINYL TILEVAPOR RETARDER

VOLUMEVENEER

VIBRATIONVESTIBULE

VERTICAL

WITH

VINYL COMPOSITION TILE

VARIABLE AIR VOLUME

UNINTERRUPTIBLE POWER SUPPLYUNLESS NOTED OTHERWISE

VINYL BASE

VACUUMVOLT

UTILITYURINAL

UNFINISHEDUNEXCAVATED

ULTIMATE

UNDERGROUNDUNDER FLOOR DUCT

TYPICALTELEVISION

TENSILE STRENGTHTURNBUCKLE

EXPANDED POLYSTYRENE

APPENDIX

ANTENNAANODIZED

AMOUNTAMPLIFIER

AMBIENT

ALTERNATE

AGGREGATE

ALARM

ALUMINUM

ANCHOR

EXH FN

EXST GR

EXSP

EXT

EXP

EXH HD

EXCEWEST

EQUIP

ESCALERECTEQUIV

ESMT

EQL SP

EP

EQ

EPS

ADJACENT

ADDENDUMADDITIONAL

ABOVE

ACOUSTICAL

ENAM

ENGR

EOENTR

ENCL

EMER SHREMER

ELECEL

DWTR

EJ

EXG

EF

E

DWRDWL

EXISTING GRADE

EXPANSIONEXHAUST FAN

EXHAUST HOOD

EXCAVATE

EXTERIOR

EXPOSED

EACH WAYESTIMATE

ESCALATOR

EQUIVALENTEQUIPMENT

EQUALLY SPACED

ELECTRICAL PANEL

EASEMENT

ERECTION

EQUAL

MTR

NMVBLMULTMULL

MTG

MTDMODMO

MISC

MLWKMLDGMLC

MK

MIR

MH

MFGMFR

ELECTRICAL OUTLET

ENCLOSURE

EMERGENCY SHOWEREMERGENCY

ELECTRICALELEVATION

ENAMEL

ENTRANCEENGINEER

EXPANSION JOINT

EACH FACE

DUMBWAITER

EXISTING

EAST

DRAWERDOWEL

MECH

MEZZMEMBMED

MDO

MC

MBR

MAXMATLMASMARBMAINT

STRUCT STL

TOWTOTTOSTOL

TNL

TMPDTMPD GL

TKBD

TOJ

THRUTHRESTHK

TOFFTOF

TERTEMPTECH

TDTCTB-xx

T&GT&B

SYMMSYM

SUSPSUSP CLG

SURFSUPPL

MOVABLEMULTIPLE

MOUNTED

MASONRY OPENINGMILLWORK

MOLDINGMETAL LABORATORY CASEWORK

MISCELLANEOUS

MANHOLE

MANUFACTURINGMANUFACTURER

MORTAR

NORTH

MULLION

MEETING

MODULE

MARK

MIRROR

MEZZANINEMEMBRANE

MECHANICAL

MOMENT CONNECTION

MATERIALMASONRY

MAINTENANCE

MEDIUM DENSITY OVERLOAD

MEDIUM

MEMBER

MAXIMUM

MARBLE

TOP OF FINISH FLOOR

TOP OF WALL

TOP OF STEELTOLERANCE

TEMPERED

TOP OF JOIST

TOP OF FLANGE

TOTAL

TUNNELTEMPERED GLASS

TACKBOARDTHROUGH

THRESHOLD

TERRAZZOTEMPORARY

TECHNICAL

TRENCH DRAIN

THICK

TEST BORING-xx(E.G. TB-1)

TONGUE AND GROOVE

TOP OF CURB

TOP AND BOTTOM

SYMMETERICALSYMBOL

SUSPENDEDSUSPENDED CEILING

SURFACE

STRUCTURAL STEELSUPPLEMENT

M

LW PLASLWC

STL JSTSTL PLSTL

STORSTRUCT

LIGHTWEIGHT PLASTERLIGHTWEIGHT CONCRETE

METER

STEEL JOISTSTEEL PLATE

STORAGESTRUCTURAL

STEEL

ANCHOR BOLTAB

ACTUALACT

ALD ALUMINUM DOOR

ACOUSTICAL PANEL CEILINGAPC

ASBESTOSASB

AWC ACOUSTICAL WALL COVERINGAWP ACOUSTICAL WALL PANEL

BO BOTTOM OFBOC BACK OF CURBBOW BOTTOM OF WALL

CORNER GUARDCG

COMM COMMERCIAL

CORRIDORCORR

CARPETCPT

DRAPERY FABRICDF

DIAMETERDIA

DRAPERY LINERDL

DR DRAIN

EA EACH

ELEV ELEVATOR

EPOXY FLOOREPX

EXST EXISTING

EIFS EXTERIOR INSULATION FINISH SYSTEM

FC FIRE COATED

FACTORY FINISHFFFINISH FLOOR ELEVATIONFFE

FL FLOWLINE

GUT GUTTER

HC HANDICAP

HLB HORIZONTAL LOUVER BLINDS

ID INSIDE DIAMETER

LIN LINEAR

MB MARKERBOARD

MC METAL CLAD

MDF MEDIUM DENSITY FIBERBOARD

ME MATCH EXISTINGME MISCELLANEOUS EQUIPMENT

MIL MILLIMETERMIN MINIMUM

ML MATCH LINEML METAL LATH

MTL METAL

OD OVERFLOW DRAIN

OVERHEAD DOOROHDOPERABLEOPER

OTA OPEN TO ABOVEOTFA OPEN TO FLOOR ABOVEOTS OPEN TO STRUCTURE

OZ OUNCEP/C PRECAST

PF PANEL FABRICPFP PRE-FINISHED PANEL

PL PLASTIC LAMINATE

PS PROJECTION SCREEN

PCT PORCELAIN TILE

RB RUBBER BASE

RST RUBBER STAIR TREADRT RUBBER TILE

S SEATING

SF SYSTEMS FURNITURE

SLA SLATE

SLS SUB-FLOOR LEVELING SYSTEM

SSM SOLID SURFACING MATERIALST STAIN

STC SOUND TRANSMISSION CLASS

STN STONE

SVB SHEET VINYL BASESVF SHEET VINYL FLOOR

SYST SYSTEM

T TABLETB TACKBOARD

TE TRANSITION EDGE

TLT TOILET

TO TOP OF

TS TUBE STEEL

UF UPHOLSTERY FABRIC

UL UNDERWRITERS LABORATORY

VB VAPOR BARRIER

VDB VISUAL DISPLAY BOARD

WC WALL COVERINGWCPT WALL CARPET

WDD WOOD DOOR

WF WOOD FLOORING

WH WATER HEATER

GENERAL NOTES1.

2.

3.

A101 1S

IM

1S

IM

1 SIM

A101

1

1 1

1

001A

1 SIM

REVISION TAG INFORMATION:

TOP indicates the instrument type.ABDFGILPRBOT = Request For Information Number assigned to instrument type

= Addendum= Bid Package= Construction Change Directive or Change Directive= Field Order= Guaranteed Maximum Price= Architects Supplemental Instructions or Architects Supplemental = Information= Limited Permit= Proposal Request, Proposal Request Order or Change Proposal Request

DETAIL SECTION REFERENCE1/A101

SIM

FS FLAT SCREENFS FAR SIDE

UDRLMNT UNDERLAYMENTUDR UNDER

CONT CONTINUOUS

SHEET INDEX

ALL DISCIPLINES SHALL BE RESPONSIBLE FOR THEIR SCOPE OF WORK. THIS WORK IS TO BE SCHEDULED AND COMPLETED WITH THE GENERAL CONTRACTOR'S FULL KNOWLEDGE.

ALL WORK TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF CODES AND STANDARDS (INCLUDING THE AMERICANS WITH DISABILITIES ACT (ADAAG), INTERNATIONAL BUILDING CODE (IBC), NATIONAL ELECTRIC CODE (NEC), INTERNATIONAL MECHANICAL CODE (IMC), NATIONAL FIRE PROTECTION AGENCY (NFPA 101), ASHRAE STANDARD 90.1, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) AND THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA)).

FINAL CLEANING - REMOVE OR REPAIR DAMAGED OR SOILED SPOTS ON NEWLY PAINTED WALLS AND ON ALL NEWLY INSTALLED WORK. REMOVE DUST AND DEBRIS FROM ALL NEW WORK. 1. PROVIDE NEW GRAVEL DRIVE AT SOUTH END OF SITE PER LANDSCAPE PLANS.

ADD ALTERNATE INFORMATION

PROJECT #

SITE #: 6261

OFFICE OF

ADMINISTRATION

DIVISION OF FACILITIES,

MANAGEMENT, DESIGN

AND CONSTRUCTION

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

2020 Baltimore Ave.Suite 300Kansas City, MO 64108p. 816-474-8237

STATE OF MISSOURI

MICHAEL L. PARSON,

GOVERNOR

PROFESSIONAL SEAL

DEPARTMENT OF

PUBLIC SAFETY

ISSUE DATE:

SHEET TITLE:

DRAWN BY:CHECKED BY:DESIGNED BY:

ASSET #: 8136261001

T2043-01

MISSOURI ARMY

NATIONAL GUARD

General Notes, Symbols,Abbreviations & SheetIndex

MOBILE VAULT PAD, MVCREPAIR AND POVPARKING EXPANSION

RW

EM

03/05/2021

810 MARIGOLD DRIVECLINTON, MO 64735

CLINTON READINESSCENTER

EM

SHEET NUMBER:

G-001 of 803/05/2021

G-000 Title Sheet

G-001 General Notes, Symbols,Abbreviations & Sheet Index

L-101 Site Demolition Plan and SiteLayout Plan

L-200 Site Erosion Control and SoddingPlan, Erosion Control Details

L-201 Site Grading Plan, Site StormSewer Plan

L-301 Site Details

GENERAL

LANDSCAPE ARCHITECTURAL

ELECTRICAL

E-000 Electrical Abbreviations,Symbols Legend, Details, &General Notes

E-101 Electrical Site Plan & Schedules

GAS

GAS GASGAS GAS GASW

W

W

WW

W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W

WW

WW

WW

W

W

W

W

W

W

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

SSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SS

SS

770

766

766

767768 769 771772

765

765

764

764

766

760

765

758

759

761

762

763

764

766

760

765

762 76

3 764

766

767

760

759

755

760

765

754

756

757

758

759

761

762

763

764

766

766

755

760

765

756

757 758759

761762

763

764

766

753

754

760

750

755

749 75

1

752

753

754

756757

758759

Marigold State R

oute

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

REMOVE EXISTING GRAVEL AND ASPHALT BASEAS REQUIRED FOR NEW CONSTRUCTIONREQUIREMENTS, SEE LAYOUT PLANS FOR NEWCONSTRUCTION REQUIREMENTS

ADD ALTERNATE #1REMOVE EXISTING GRAVEL (AREA WITHINDASHED LINE) AS REQUIRED FOR NEWCONSTRUCTION REQUIREMENTS, SEE LAYOUTPLANS FOR NEW CONSTRUCTION REQUIREMENTS

REMOVE EXISTING CURB STOPS, TYP OF 4

REMOVE EXISTING ROCKAS REQUIRED FOR NEWCONSTRUCTION REQUIREMENTS,SEE LAYOUT PLANS FOR NEWCONSTRUCTION REQUIREMENTS

TREE REMOVAL BY OWNER

REMOVE EXISTINGFLARED END SECTION,PRESERVE AND PROTECTEXISTING PIPE

TREE REMOVAL BY OWNER

REMOVE EXISTING PIPE AS REQUIRED FORINSTALLATION OF NEW STORM SEWER INLETS,PRESERVE AND PROTECT PORTIONS OF PIPETO REMAIN

REMOVE EXISTING SIDEWALK AND PARKINGLOT PAVEMENT AS REQUIRED FOR NEWCONSTRUCTION REQUIREMENTS,SEE LAYOUT PLANS FOR NEWCONSTRUCTION REQUIREMENTS

REMOVE 3 EXISTING ACCESSIBLE SIGNS

REMOVE EXISTING CURB STOPS, TYP OF 5REMOVE EXISTING PARKING LOT STRIPING

PRESERVE AND PROTECT EXISTINGPARKING LOT PAVEMENT, STRIPING ANDCURB STOPS

REMOVE EXISTING ROCK AND ASPHALT BASEAS REQUIRED FOR NEW CONSTRUCTIONREQUIREMENTS, SEE LAYOUT PLANS FORNEW CONSTRUCTION REQUIREMENTS

PRESERVE AND PROTECT EXISTING ROCK

PRESERVE AND PROTECT EXISTING CHAIN LINKFENCE AND GATES

MISSOURI NATIONAL GUARDREADINESS CENTER

PRESERVE AND PROTECTEXISTING TREES TO REMAIN,LIMIT CONSTRUCTION ACTIVITYABOVE TREE ROOT ZONES, TYP

CONSTRUCTIO

N LIMITS

CONSTRUCTION LIMITS

CONS

TRUC

TION

LIMI

TS

CONSTRUCTION LIMITS

REMOVE EXISTING BOLLARDS, TYP OF 4,AND PATCH PAVEMENT AS REQUIRED

(3) 9' x 20' ACCESSIBLE STALLS,(1) 9' x 20' VAN ACCESSIBLE AISLE(1) 5' x 20' VAN ACCESSIBLE AISLESTRIPE ALL AS SHOWN

14'x40' MOBILE VAULT PAD,SEE DETAIL:

STORM SEWER INLETS, TYP OF 2SEE STORM SEWER PLAN,SHEET L-201

METAL CONCRETE FILLED BOLLARDS,TYP OF 4, COORDINATE EXACTLOCATION WITH OWNER TO ENSURETHEIR LOCATION WORKS WITHOPERATION OF CHAIN LINKFENCE GATES, SEE DETAIL:

20.00' +/-24.83' 20.00'

(6) 9' x 18' STALLS,

STRIPE ALL AS SHOWN(8) 9' x 18' STALLS,

STRIPE ALL AS SHOWN

(8) 9' x 20' STALLSW

ITH CURB STOPSSTRIPE ALL AS SHOW

N

(10) 9' x 20' STALLS,STRIPE ALL AS SHOW

N

(8) 9' x 20' EXISTING STALLS,RE-STRIPE ALL AS SHOW

N

(7) 9' x 20' EXISTING STALLS,RE-STRIPE ALL AS SHOW

N

5.66'

18.00'

18.00'

24.00'

97.00

'

89.25'

24.25'

+/-111.00'

+/-1

90.20

'

6" THICK CONCRETE SIDEWALK, SPACECJ'S EVENLY, SEE DETAILS:

ADA ACCESSIBLE SIGNS, TYP OF 3, LOCATE'VAN ACCESSIBLE' SIGN AT THEWESTERNMOST STALL, SEE DETAIL:

CURB STOPS, TYP OF 3

6" THICK ASPHALT PAVEMENTSEE DETAIL:

6' 6'

45'R68'R

ADD ALTERNATE #16" THICK AGGREGATE PAVEMENT(AREA WITHIN DASHED LINE)REF SPEC SECTION 32 15 40, TYP.

STORM SEWER INLET,SEE STORM SEWER PLAN,SHEET L-201

2' TY

P

RIP RAP, INSTALL ATSTORM SEWER PIPE OUTLET TO/INTO DRAINAGE DITCH, EXTEND RIPRAP AROUND STORM SEWERFLARED END SECTION,SEE STORM SEWER PLAN,SHEET L-201

8.5'

38.00

'

18.00'

6" THICK AGGREGATE PAVEMENT, REFSPECIFICATION SECTION 32 15 40, TYP.

6" THICK AGGREGATE PAVEMENTAS REQUIRED FOR INSTALLATIONOF MOBILE VAULT PAD, REF SPECSECTION 32 15 40, TYP.

37°

20.00

'5'5

L-301

1, 2L-301

4" THICK CONCRETE SIDEWALK, SPACECJ'S EVENLY AS SHOWN,SEE DETAILS:

1, 2L-301

6' 58.00'

4L-301

3L-301

7L-301

5'

GAS

GAS GASGAS GAS GASW

W

W

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OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

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OHE

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Marigold State R

oute

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S


Site Demolition PlanSite Layout Plan

SARJBS

L-101

SAR

SITE LAYOUT PLANSCALE: 1"=30'-0"

OFFICE OFADMINISTRATIONDIVISION OF FACILITIES,MANAGEMENT, DESIGNAND CONSTRUCTION

REVISION:DATE:

REVISION:DATE:

REVISION:DATE:


STATE OF MISSOURIMICHAEL L. PARSON,GOVERNOR

PROFESSIONAL SEAL

MISSOURI ARMYNATIONAL GUARD

ISSUE DATE:

SHEET TITLE:


SHEET NUMBER:

03/05/2021

of 8 03/05/2021

PROJECT #

SITE #: 6261ASSET #: 8136261001

T2043-01

MOBILE VAULT PAD, MVC REPAIR AND POV PARKING EXPANSION

CLINTON READINESS CENTER


DEPARTMENT OFPUBLIC SAFETY

SITE DEMOLITION PLANSCALE: 1"=30'-0"

GENERAL NOTES:1. ALL SHOWN UTILITY INFORMATION IS APPROXIMATE, ANDSHALL BE VERIFIED BY CONTRACTOR PRIOR TOCOMMENCEMENT OF WORK. CALL THE MISSOURI ONE CALLSYSTEM AT 811.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITECONDITIONS SHOWN ON PLAN. THE LANDSCAPEARCHITECT AND OWNER SHALL BE NOTIFIED OF ANYDISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

3. REFERENCE SITE SURVEY FOR ADDITIONAL SITEINFORMATION.

4. ALL REQUIRED DEMOLITION WORK FOR NEWCONSTRUCTION TO BE SITE-VERIFIED BY CONTRACTORPRIOR TO BID.

5. LOCATE CONSTRUCTION FENCE AS REQUIRED TOSECURE CONSTRUCTION SITE. FENCING MAY EXTENDBEYOND CONSTRUCTION LIMITS AS REQUIRED.

6. PROTECT AND PRESERVE ALL TREES NOT TO BEREMOVED. CONSTRUCTION ACTIVITY SHALL OCCUR ONLYAS ABSOLUTELY NECESSARY BENEATH TREE DRIPLINES.

PAVEMENT LEGEND:

6" REINF CONCRETE PAVEMENT

GENERAL NOTES:1. ALL SHOWN UTILITY INFORMATION IS APPROXIMATE, ANDSHALL BE VERIFIED BY CONTRACTOR PRIOR TOCOMMENCEMENT OF WORK. CALL THE MISSOURI ONECALL SYSTEM AT 811.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITECONDITIONS SHOWN ON PLAN. THE LANDSCAPEARCHITECT AND OWNER SHALL BE NOTIFIED OF ANYDISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

3. REFERENCE GEOTECHNICAL REPORT AND GRADINGSHEETS FOR SITE PREPARATION INFORMATION.

6" ASPHALT PAVEMENT

4" REINF CONCRETE SIDEWALK

6" AGGREGATE PAVEMENT

0 10 20 30 60 FEET 0 10 20 30 60 FEET

GAS

GAS GASGAS GAS GASW

W

W

WW

W

WW

WW

WW

WW

WW

WW

WW

WW

WW

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WW

WW

W

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W

W

W

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

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770766

766

767768 769 771772

765

765

764

764

766

760

765

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759

761

762

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764

766

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762 76

3 764

766 76

7

760

759

755

760

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760

765

756

757 758759

761762

763

764

766

753754

760

750

755

749 75

1

752

753

754

756757

758759

Marigold State R

oute

S

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764

763

762

761

760759758757756755

766

765

766

763

764

754

753

INSTALL SILT FENCE AT PERIMETER OFDISTURBED AREAS AND AROUNDSTORM SEWER INLETS AS REQUIRED TOPREVENT SILT FROM LEAVING SITE ORENTERING INLETS, SEE DETAIL:

1-4L-200


1-4L-200


1-4L-200


1-4L-200

SOD TYPE 'A', SOD ALL AREAS DISTURBEDDURING CONSTRUCTION OPERATIONS

SOD TYPE 'A', SOD ALL AREAS DISTURBEDDURING CONSTRUCTION OPERATIONS

Site Erosion Control andSodding Plan,Erosion Control Details

SARJBS

L-200

SAR


REVISION:DATE:

REVISION:DATE:

REVISION:DATE:



PROFESSIONAL SEAL


ISSUE DATE:

SHEET TITLE:


SHEET NUMBER:

03/05/2021

of 8 03/05/2021

PROJECT #

SITE #: 6261ASSET #: 8136261001

T2043-01





SITE EROSION CONTROL AND SODDING PLANSCALE: 1"=30'-0"

1.

GENERAL NOTES

EROSION CONTROLS PROCEDURES

THE CONSTRUCTION MANAGER SHALL VERIFY ALL EXISTING SITE CONDITIONS SHOWN ON PLAN, ANY DISCREPANCIESNOTICED IN FIELD SHALL BE RELAYED TO THE ARCHITECT / OWNER PRIOR TO COMMENCEMENT OF WORK.

THE EROSION CONTROL PLAN SHALL REMAIN DYNAMIC. IF DEFICIENCIES ARISE DURING THE COURSE OF THE PROJECT,THE CONTRACTOR SHALL IMPLEMENT EFFECTIVE CORRECTIVE ACTIONS.

5.

THE CONTRACTOR SHALL HAVE A SPILL PREVENTION AND RESPONSE PLAN THAT ADDRESSES FUELING, MAINTENANCE ANDSTORAGE AREAS ON-SITE INCLUDING A DESCRIPTION OF SAID CONSTRUCTION MATERIALS (WITH UPDATES AS APPROPRIATE).THIS SPILL PREVENTION PLAN SHALL BE MAINTAINED ON THE PROJECT SITE.

THE SITE SHALL BE INSPECTED TO IDENTIFY MAINTENANCE NEEDS AND/OR SWPPP DEFICIENCIES ONCE EVERY 7 CALENDARDAYS, AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OF 0.5 INCHES OR GREATER. CONTROLS MUST BE IN GOODOPERATING CONDITION UNTIL THE CONSTRUCTION ACTIVITY IS COMPLETE AND FILNAL STABILIZATION HAS BEEN REACHED.ANY CHANGES THAT MAY BE REQUIRED TO CORRECT DEFICIENCIES IN THE SWPPP NOTED DURING AN INSPECTION SHOULD BEMADE AS SOON AS PRACTICAL AFTER AN INSPECTION BUT IN NO CASE LATER THAN 7 DAYS AFTER THE INSPECTION.

1.

SEQUENCE OF EROSION CONTROL BMP'S (BEST MANAGEMENT PRACTICES)- PRIOR TO GRADING OPERATION, INSTALL ALL SILT FENCE- FOLLOWING SOIL DISTURBANCE, DISTURBED AREAS OF THE CONSTRUCTION SITE THAT WILL NOT BE REDISTURBED FOR 21DAYS MUST BE STABILIZED BY THE 14TH DAY AFTER THE LAST DISTURBANCE, EXCEPT AS PRECLUDED BY SNOW COVER. IN THEEVENT OF SNOW COVER, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE THEREAFTER.-MINIMIZE ANY TRACKING OF SOIL ONTO AREAS OF PAVEMENT OUTSIDE OF CONSTRUCTION LIMITS

INSPECTIONS MUST BE CONDUCTED BY QUALIFIED PERSONNEL KNOWLEDGEABLE IN THE PRINCIPLES AND PRACTICE OFEROSION AND SEDIMENT CONTROLS WHO POSSESSES THE SKILLS TO ASSESS CONDITIONS AT THE CONSTRUCTION SITE THATCOULD IMPACT STORM WATER QUALITY AND TO ASSESS THE EFFECTIVENESS OF ANY EROSION AND SEDIMENT CONTROLMEASURES SELECTED TO CONTROL THE QUALITY OF STORM WATER DISCHARGE FROM THE CONSTRUCTION ACTIVITY.

2.

A COPY OF THE EROSION CONTROL PLAN MUST BE KEPT AT THE CONSTRUCTION SITE FROM THE TIME CONSTRUCTION BEGINSUNTIL THE SITE HAS REACHED FINAL STABILIZATION.

7.

1.

2.

ANY WASTES PRESENT OR GENERATED AT THE SITE SHALL BE TAKEN TO A PERMITTED SANITARY LANDFILL.3.

TREAT OR DISPOSE OF SANITARY WATERS THAT ARE GENERATED ON-SITE IN ACCCORDANCE WITH STATE OF LOCALREQUIREMENTS.

4.

DUST BLOWING CONTROL. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO CONTROL DUST.5.

THE CONTRACTOR SHALL PERIODICALLY REMOVE ACCUMULATED SEDIMENT FROM BEHIND SILT FENCES DURING THE LIFE OFTHIS CONTRACT. ACCUMULATION OF SEDIMENT MUST NOT BE ALLOWED TO REACH ABOVE HALF THE HEIGHT OF THE FENCE.ALL EROSION CONTROL FEATURES SHALL BE KEPT IN WORKING ORDER DURING THE LIFE OF THIS CONTRACT AT NOADDITIONAL COST TO THE OWNER.

6.

SINGLE ROW FABRIC SILT FENCE (6' OC POST SPACING MAX) 3'WIDE WOVEN POLYPROPYLENE FABRIC, TRENCH INTO EARTH 8"AND BACKFILL. INSTALLED HEIGHT 2'-0" TYPICAL.

1.

SILT FENCE

24" M

IN16

" MIN 8"

MIN

2' MI

N

DIRECTIONOF FLOW

BACKFILL

WOVENPOLYPROPYLENEFILTER FABRIC

STEEL 'T' POST

1

FLOW20°

SILT FENCENOT TO SCALENOT TO SCALE

2

INSPECTIONS AND MODIFICATIONS TO THE PLAN

INLET PROTECTIONNOT TO SCALE

4

CULVERT

SILT FENCE WITHWIRE BACKING

3' POST SPACING

FLOW

SILT FENCE

6'-0"

INLET PROTECTIONNOT TO SCALE

3

GRATE INLET

SILT FENCE WITHWIRE BACKING

4' POST SPACING

SILT FENCE

SOD LEGEND:

SOD NOTES:

SOD TYPE 'A'(REF SPEC FOR SOD MIX)

1. FINE GRADE AND SOD ANY AREAS DAMAGED BY CONSTRUCTIONOPERATIONS NOT OTHERWISE INDICATED ON PLAN, TYP

2. PROVIDE 6" TOPSOIL FOR TURF AREAS. EXISTING TOPSOIL SHALLBE STOCKPILED ON-SITE FOR REDISTRIBUTION.

0 10 20 30 60 FEET

GAS

GAS GASGAS GAS GASW

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OHEOHE

OHEOHE

OHEOHE

OHEOHE

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OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHEOHE

OHE

OHE

OHE

OHE

OHE

OHE

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OHE

OHE

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OHE

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Marigold State R

oute

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6L-301

12" HDPE STORMS = 3.00%

24" HDPE STORM

S = 2.50%(MATCH

EXISTING, FIELD VERIFY)

24" H

DPE

STOR

MS

= 3.50

%

N: 799767.86 E: 2992358.62CONNECT NEW 24" PIPE TO EXISTING 24" PIPE,INSTALL CONCRETE COLLARFL(24") = +/-756.50 (FIELD VERIFY)

N: 799757.05 E: 2992342.85INSTALL 1 - DRAIN INLET PER DETAIL

W/ 2' x 3' H20 GRATERIM = 760.75

FL(24" NE IN) = 756.00FL(12" SE IN) = 754.00

FL(24" SW OUT) = 754.00

N: 799724.36 E: 2992326.0124" RCP FLARED END SECTION

INSTALL RCP TO HDPE TRANSITION FITTINGFL(24") = 752.70

N: 799688.72 E: 2992440.7512" RCP FLARED END SECTION,INSTALL RCP TO HDPE TRANSITION FITTINGFL(12") = 757.50

N: 799823.53 E: 2992436.48INSTALL 1 - DRAIN INLET PER DETAILW/ 2' x 3' H20 GRATERIM = 763.75FL(18"/24" NE IN) = +/-759.40 (FIELD VERIFY)FL(18"/24" SW OUT) = 759.40 (FIELD VERIFY)

N: 799865.29 E: 2992495.68INSTALL 1 - DRAIN INLET PER DETAILW/ 2' x 3' H20 GRATERIM = 764.70FL(18"/24" NE IN) = 761.20 (FIELD VERIFY)FL(18"/24" SW OUT) = 761.20 (FIELD VERIFY)

EXISTING PIPE CHANGES FROM18" RCP TO 24" CPP,

IT IS UNKNOWN WHERE PIPE CHANGES,CONTRACTOR TO FIELD VERIFY

LOCATION OF CHANGEAND REPORT FINDINGS TO ARCHITECT

6L-301

6L-301

GAS

GAS GASGAS GAS GASW

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OHEOHE

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OHE

OHE

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OHE

OHE

OHE

OHE

OHE

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OHE

OHE

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OHE

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OHE

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770766

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767768 769 771772

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3 764

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761762

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758759

Marigold State R

oute

S

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ME 764.35ME 764.70

PVMT 761.65

ME 760.45

ME 762.00

764

763

762

761

760759758757756755

PVMT766.50

PVMT766.50

PVMT766.50

PVMT766.50

ME 765.90

PVMT766.25

ME 766.30

ME 766.15

766

PVMT760.65

DRAININLET763.75

DRAININLET764.70

ME 766.10

765

766

763

764

SLOP

E4.0

0%

SLOPE

2.00%

SLOP

E2.0

0%

SLOP

E2.0

0%

754

753

SLOPE2.00%

SLOPE2.00%

SLOP

E2.0

0%

SLOP

E2.0

0%

SLOP

E2.0

0%

SLOP

E2.0

0%ME 764.00

ME 764.70

PVMT762.90 PVMT

762.90 PVMT763.50

ME 766.40

ME 765.85

ME 766.90 ME 766.90PVMT 766.40

PVMT766.20

PVMT 766.40

PVMT766.30

ME 760.60

PVMT 761.90

CULVERT FL757.50

CULVERT FL752.70

DRAIN INLET760.75

SLOPE

25%

SLOPE25%

Site Grading PlanSite Storm Sewer Plan

SARJBS

L-201

SAR

SITE STORM SEWER PLANSCALE: 1"=30'-0"


REVISION:DATE:

REVISION:DATE:

REVISION:DATE:



PROFESSIONAL SEAL


ISSUE DATE:

SHEET TITLE:


SHEET NUMBER:

03/05/2021

of 8 03/05/2021

PROJECT #

SITE #: 6261ASSET #: 8136261001

T2043-01





SITE GRADING PLANSCALE: 1"=30'-0"

GENERAL NOTES1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING SITECONDITIONS SHOWN ON PLAN, ANY DISCREPANCIES NOTICED INFIELD SHALL BE RELAYED TO LANDSCAPE ARCHITECT/ OWNERPRIOR TO COMMENCEMENT OF WORK.

LEGEND1414EXISTING CONTOUR LINE

1414PROPOSED CONTOUR LINE

3. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THECONSTRUCTION AREA. DO NOT ALLOW WATER TO FLOW TO ORPOND IN EXCAVATION AREAS.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TOEXISTING STREETS AND UTILITIES AND SHALL REPAIR ANY SUCHDAMAGE AT THEIR OWN EXPENSE.

PROPOSED SPOT ELEVATIONSLOPE

1%

SPT 14.00

PROPOSED SLOPE

MATCH EXISTING ME

PAVEMENT PVMT

TOP OF CURB TC

BOTTOM OF CURB BC

2. UNDERGROUND IMPROVEMENTS ARE UNKNOWN,UTILITY LOCATIONS ARE SHOWN IN APPROXIMATELOCATIONS ONLY. THE CONTRACTOR SHALL PRESERVEAND PROTECT ALL EXISTING UTILITIES UNLESSOTHERWISE NOTED. CONTRACTOR SHALL HAVE ALLUTILITIES LOCATED THROUTH THE STATE "ONE CALL"SYSTEM BEFORE DIGGING.

LOW POINT LP

DRAIN INLET DIBREAK POINT BPTOP OF STAIRS TS

BOTTOM OF STAIRS BSTOP OF WALL TW

BOTTOM OF WALL BW

1. THE CONTRACTOR SHALL MAINTAIN STRICT LATERALCLEARANCE AS SHOWN ON THE PLANS FOR ALL UTILITY LINES.

2. IF ANY OF THE MAIN OR SERVICE ROUTES ARE ADJUSTED INTHE FIELD BY THE CONTRACTOR, THE CONTRACTOR SHALL BERESPONSIBLE FOR PROVIDING TO THE ARCHITECT A RECORDOF THE EXACT LOCATIONS, AT THE CONTRACTOR'S EXPENSE,A LICENSED SURVEYOR SHALL BE RETAINED TO LOCATE THECONDUIT ROUTES. THE CONTRACTOR SHALL PROVIDE THESURVEYED LOCATIONS TO THE ENGINEER IN ELECTRONICFORMAT.

3. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED.

4. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREA TOITS PREVIOUS CONDITION.

5. THE CONTRACTOR SHALL VERIFY ALL VERTICAL ANDHORIZONTAL CROSSINGS OF ALL PROPOSED AND EXISTINGUTILITIES PRIOR TO INSTALLATION OF CONDUIT. CONTACTTHE ARCHITECT WITH ANY CONFLICTS.

GENERAL NOTES

1. ALL STORM SEWER PIPE AND FITTINGS MATERIAL SHALL BEHDPE PIPE AND FITTINGS AS SPECIFICED BELOW BYADVANCED DRAINAGE SYSTEMS (ADS) AS BASIS OF DESIGNOR APPROVED EQUAL.

- CORRUGATED HIGH DENSITY PE DRAINAGE PIPE AND FITTINGSNPS 6 TO NPS 8: AASHTO M 252M, TYPE S, WITH SMOOTHWATERWAY FOR COUPLING JOINTS. WATERTIGHT COUPLINGS:HDPE SLEEVE WITH ASTM D 1056, TYPE 2, CLASS A, GRADE 2GASKET MATERIAL THAT MATES WITH TUBE AND FITTINGS.

2. ALL STORM SEWER PIPE MATERIAL TO CONFORM TO LOCALCODES.

STORM SEWER NOTES

0 10 20 30 60 FEET 0 10 20 30 60 FEET

Site Details

SARJBS

L-301

SAR


REVISION:DATE:

REVISION:DATE:

REVISION:DATE:



PROFESSIONAL SEAL


ISSUE DATE:

SHEET TITLE:


SHEET NUMBER:

03/05/2021

of 8 03/05/2021

PROJECT #

SITE #: 6261ASSET #: 8136261001

T2043-01





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

ASPHALT PAVEMENT3

EXISTING GRADE

6" MINIMUMPREPARED SUBGRADE

TACK COAT BETWEENLIFTS, TYP

2" ASPH CONC SURFACECOURSE (BP-1 MODOTSTANDARD SPECIFICATIONS)

4" ASPH CONC BASECOURSE (PER MODOTSTANDARD SPECIFICATIONS)

CONC. CONTRACTION JOINTSCALE: 1 1/2"=1'-0"

1 CONCRETE EXPANSION JOINTSCALE: 1 1/2"=1'-0"

2(LOCATED AT 50' INTERVALS, OR WHERE WALKS

TOOLED CONTRACTION JT, A SAW CUTCONTRACTION JT MAY BE USED IN SIDEWALK AREASONLY IF JOINTS ARE SAW CUT AND THEN CUT AGAINWITH A CHASER BLADE TO CREATE THE LOOK OF ATOOLED CONTRACTION JOINT

EXISTING GRADE

5 or 6

"

38" MAX.18" RADIUS TYP.1 1 2"

5 or 6

"

12"

3 4" 18" RADIUS, TYP

SEALANT TO 14"BELOW SURFACE

EXISTING GRADE

NOTE:BROOM FINISH REQUIRED FOR ALLCONCRETE PAVEMENT, REF SPECS

NOTE:BROOM FINISH REQUIRED FOR ALLCONCRETE PAVEMENT, REF SPECS

PREPARED SUBGRADE(COMPACTED TO 95%)6" MINIMUM

PREPARED SUBGRADE(COMPACTED TO 95%)6" MINIMUM

ABUT STAIRS, BUILDINGS, STOOPS, ETC.)

MOBILE VAULT SLABSCALE: 1 1/2"=1'-0"

7

PREPARED SUBGRADE(COMPACTED TO 95%)6" MINIMUM,REFERENCE SOILS REPORT

1-#4 CONTINUOUS ATBOTTOM OF TURNDOWN

TURNDOWN SLAB, TYP1'-0" AT SLAB EDGE

HOOK #4 BAR ATSLAB EDGE, TYP

8" CONCRETE SLAB ON GRADEWITH #4'S AT 12" ON CENTER EACH WAYAT MID OVER VAPOR RETARDEROVER 4" MINIMUM GRANULAR BASE

1'-0"

1'-0"

AGGREGATE PAVEMENT,SEE SITE LAYOUT PLANS

CONC PAVEMENT,W/ 6x6-W2.9xW2.9 WWMREF SPECS

R7-SERIES H/C SIGN

R7-SERIES H/C "VANACCESSIBLE" SIGNINDICATED ON SITEPLAN AS 'VAN'

5'-0"

MIN

ABO

VE P

ARKI

NG S

URFA

CE

RESERVED

SCALE: 3/4"=1'-0"

ADA PARKING SIGN5

1 3/4" SQ GALV SIGN POST,EMBED MIN 12" INTO GROUND POST

2" SQ GALV GROUND POST,DIRECT BURY 3' LENGTH

PARKING

6"6" 6"

3'-6"

CONCRETE FILLED BOLLARDSCALE: 3/4"=1'-0"

SECTION

4

4'-0"

PLAN

18" CONC PIER FOOTING

PREPARED SUBGRADE

EXPANSION FILLER & SEALANT, TYP

6" DIA. SCH-40 GALV STL PIPEFILLED W/ CONC

6"

STORM SEWER INLET AND GRATE6SCALE: 3 4"=1'-0"

DEETER FOUNDRY 2450 INLET, OREQUAL 2'X3' H20 GRATE AND FRAME

PARKING LOT FIXTURE POLE BASE DETAIL

1. FULLY COORDINATE INSTALLATION DETAILS WITH POLE MANUFACTURER.

POLE BASE DETAIL NOTES:

NO SCALE

6'-0

"

2'-0"

2'-0

"

42" M

IN.

1

WEATHERPROOFHANDHOLE

#10 AWG: BOND TO POLE

BOLTS SPACED PERMANUFACTURER

4 EA., 1"X48" GALV. STEELANCHOR BOLTS. DOUBLENUT LEVELING. VERIFYW/POLE MAN

CONDUIT TO NEXTPOLE IF REQUIRED

5/8" DIA. X 10'-0" LONGDRIVEN GROUND ROD

#3 TIES 12" O.C.

6 #4 EQUALLY SPACED

3000 PSI CONCRETE

RGS CONDUIT AND WIRE

PVC CONDUIT AND WIRE

CONDUIT ADAPTER

FINISH GRADE

RGS CONDUIT AND WIRE

1" CHAMFER ALL AROUND

GROUT AFTER LEVELING

LIGHT POLE (SEE SITE PLANAND FIXTURE SCHEDULE)

SEAL-OFF EACH END IF CONDUITPASSES THROUGH HAZARD ZONE

GENERAL POWER & AUXILIARY SYSTEMS NOTES:

PROJECT GENERAL ELECTRICAL NOTES

1. FULLY COORDINATE THE INSTALLATION OF ALL ELECTRICAL DEVICESWITH THE WORK OF OTHER TRADES.

2. UNLESS OTHERWISE NOTED, ELECTRICAL DEVICES ARE TO BE FLUSHMOUNTED AND ALL WIRE AND CONDUIT IS TO BE ROUTEDCONCEALED. FULLY COORDINATE INSTALLATION WITH EXISTINGCONDITIONS, AND INCLUDE PATCHING AND REFINISHING OF EXISTINGSURFACES TO ACCOMMODATE THIS REQUIREMENT.

GENERAL LIGHTING NOTES:

1. COORDINATE THE INSTALLATION OF LIGHTING FIXTURES WITH ALLOTHER TRADES.

2. ROUTE ALL WIRE AND CONDUIT CONCEALED UNLESS OTHERWISENOTED. PATCH ALL EXISTING SURFACES AFTER WIRE AND CONDUITINSTALLATION, AS REQUIRED. REFER TO THE SPECIFICATION FORCUTTING AND PATCHING REQUIREMENTS. ALL COSTS ASSOCIATEDWITH ABOVE REQUIREMENTS MUST BE INCLUDED IN THE PROJECTBID.

6. FLUSH MOUNT ALL NEW WIRING DEVICES IN NEW OR EXISTINGSURFACES, THE OWNER HAS THE RIGHT TO RETAIN ALLSALVAGEABLE MATERIAL. ANY MATERIAL THE OWNER CHOOSES NOTTO ACCEPT SHALL BE REMOVED FROM THE SITE AND DISPOSED OFBY THE CONTRACTOR.

7. IN AREAS WHERE NO FIXTURES ARE SHOWN, THE EXISTING LIGHTINGLAYOUT AND CIRCUITING TO REMAIN.

8. LOCATE PHOTOCELL DEVICES FOR CONTROL OF EXTERIOR LIGHTINGFIXTURES, ON THE ROOF AT A LOCATION WHICH CANNOT BE SEENFROM GRADE LEVEL. PROVIDE WP DEVICES AND BOXES.

9. SEAL AROUND ALL CONDUIT AND CABLE PENETRATIONS THROUGHWALLS, CEILINGS, AND FLOORS TO MAINTAIN CODE REQUIREDRATINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONALINFORMATION.

10. REFER TO THE LIGHTING FIXTURE SCHEDULE FOR ADDITIONALINFORMATION.

UNLESS OTHERWISE INDICATED PROVIDE DEDICATED NEUTRALCONDUCTORS FOR ALL BRANCH CIRCUITS. NEUTRAL CONDUCTORSSHALL NOT BE SHARED BETWEEN CIRCUITS. WHERE THE DRAWINGSINDICATE SHARED NEUTRAL CONDUCTORS FOR A MULTIWIRE BRANCHCIRCUIT, GROUP BREAKERS TOGETHER IN ACCORDANCE WITH CODE.

SUBSCRIPT 'E' ADJACENT TO ANY DEVICE INDICATES EXISTING.

ABOVE FINISH GRADE

AFF

CATV

CCTV

(E)

AFG

(ER)

EWC

H

HOA

GFI

ABOVE FINISHED FLOOR

CABLE TELEVISION

CLOSED CIRCUIT TELEVISION

ELECTRIC WATER COOLER

GROUND FAULT INTERRUPTER

SUBSCRIPT 'H' DENOTES HOSPITAL GRADE

HAND-OFF-AUTO

ABBREVIATIONS

NIC

OHE

OHT

PVC

NON-FUSEDNF

NOT IN CONTRACT

OVERHEAD ELECTRICAL

OVERHEAD TELEPHONE

POLYVINYL CHLORIDE

(R)

RGS

UGT

WP

UGE

RIGID GALVANIZED STEEL

UNDERGROUND ELECTRICAL

UNDERGROUND TELEPHONE

WEATHERPROOF

CROSS-HATCHING INDICATES REMOVAL

ELECTRICAL DISTRIBUTION EQUIPMENT

LIGHTING AND APPLIANCE PANEL

MOTOR CONTROL CENTER OR SWITCHBOARD

POWER PANEL (DISTRIBUTION)

S SINGLE POLE SWITCH

LIGHTING

F

F

D

PIGTAIL DENOTES CONNECTION TO EQUIPMENT

C

ELECTRICAL DISTRIBUTION

20A, 125V DOUBLE DUPLEX CONVENIENCE OUTLET (NEMA 5 - 20R)

20A, 125V DUPLEX CONVENIENCE OUTLET (NEMA 5 - 20R)

20A, 125V SAFETY DUPLEX CONVENIENCE OUTLET (NEMA 5- 20R)

SPECIAL PURPOSE OUTLET, TYPE AS NOTED ON DRAWINGS.

(-)(-)

CONDUIT RISER UP

CONDUIT RISER DOWN

INDICATES BUSH AND CAP

CONDUIT SEAL FITTING FOR HAZARDOUS AREAS

CONDUIT STUBBED UP 6" AFF AND CAPPED

F

ELECTRICAL ABBREVIATIONS AND SYMBOLS LEGEND

20A, 125V SIMPLEX OUTLET (NEMA 5 - 20R)

TAMPER RESISTANT

PNL #

SUBSCRIPT 'F' ADJACENT TO ANY DEVICE INDICATES FLOOR.

(LIGHTING) RELAY PANEL SUBSCRIPT 'C' ADJACENT TO ANY DEVICE INDICATES CEILING. C

2 GANG TELECOMMUNICATIONS/DATA OUTLET BOX WITH SINGLE GANGEXTENSION RING FLUSH MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED.ROUTE (1) 1" CONDUIT, CONCEALED, FROM BOX AND STUB ABOVE THE NEARESTACCESSIBLE CEILING. BUSH CONDUIT ENDS.

J

2 GANG TELECOMMUNICATIONS OUTLET BOX WITH SINGLE GANG EXTENSIONRING FLUSH MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED. ROUTE (1) 1"CONDUIT, CONCEALED, FROM BOX AND STUB ABOVE THE NEARESTACCESSIBLE CEILING. BUSH CONDUIT ENDS.

J

SURFACE MOUNTED RACEWAY (RED OUTLETS ON STANDBY SYSTEM). TYPEAND NUMBER OF DEVICES AS INDICATED, REFER TO SPECIFICATION ANDDETAIL.

SURFACE MOUNTED RACEWAY. TYPE AND NUMBER OF DEVICES ASINDICATED, REFER TO SPECIFICATION AND DETAIL.

20A, 125V RED DUPLEX CONVENIENCE OUTLET ON EMERGENCY SYSTEM(NEMA 5 - 20R)

TR

WG WIRE GUARD

POLE MOUNTED EXTERIOR LIGHT FIXTURE. LETTER INDICATES FIXTUREAND POLE TYPE.

PARTIAL CIRCUIT

SUBSCRIPT 'S' ADJACENT TO ANY DEVICE INDICATES THE DEVICE ISTO BE SURFACE MOUNTED.

WALL MOUNTED FIXTURE. LETTER DENOTES FIXTURE TYPE. REFER TODRAWINGS FOR MOUNTING HEIGHT.

DAS

BATTERY POWERED EMERGENCY LIGHT FIXTURE. REFER TO FIXTURESCHEDULE ON DRAWINGS FOR FIXTURE TYPE. REFER TO DRAWINGS FORFIXTURE MOUNTING HEIGHT.

WALL MOUNTED EXIT SIGN. PROVIDE DIRECTIONAL ARROWS AS SHOWNON DRAWINGS. REFER TO FIXTURE SCHEDULE FOR FIXTURE TYPE.REFER TO DRAWINGS FOR MOUNTING HEIGHT. (DARKENED PORTION OFFIXTURE INDICATES ILLUMINATED FACES.)

CEILING MOUNTED EXIT SIGN. PROVIDE DIRECTIONAL ARROWS AS SHOWNON DRAWINGS. REFER TO FIXTURE SCHEDULE FOR FIXTURE TYPE.(DARKENED PORTION OF FIXTURE INDICATES ILLUMINATED FACES.)

SUBSCRIPT 'R' ADJACENT TO ANY DEVICE INDICATES THERELOCATED POSITION OF AN EXISTING DEVICE.

SUBSCRIPT 'ER' ADJACENT TO ANY DEVICE INDICATES EXISTING TOBE RELOCATED.

PANELBOARD TAG. SEE THE CORRESPONDING PANELBOARD SCHEDULEAND/OR ONE LINE DIAGRAM FOR ADDITIONAL INFORMATION.

CONDUIT AND WIRE CONCEALED. NUMBER OF TICK MARKS INDICATESNUMBER OF WIRES (NUMBER 12AWG MINIMUM, UNLESS OTHERWISE NOTED) IFNO TICK MARKS ARE SHOWN, ASSUME 3-NUMBER 12 IN 3/4" CONDUIT.

BRANCH CIRCUIT HOMERUN TO PANEL (NUMBER OF ARROWS INDICATESNUMBER OF CIRCUITS. NUMBER OF TICK MARKS INDICATES NUMBER OFWIRES) (NUMBER 12AWG, MINIMUM, UNLESS OTHERWISE NOTED). IF NO TICKMARKS ARE SHOWN, ASSUME 3- NUMBER 12 AWG IN 3/4" CONDUIT.

2 GANG DATA OUTLET BOX AND COVERPLATE WITH SINGLE GANG EXTENSIONRING FLUSH MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED. ROUTE (1) 1"CONDUIT, CONCEALED, FROM BOX AND STUB ABOVE THE NEARESTACCESSIBLE CEILING. BUSH CONDUIT ENDS.

J

20A, 125V DUPLEX CONVENIENCE OUTLET - CEILING AND FLOOR MOUNTED(NEMA 5 - 20R)

(S)

HVE UNDERGROUND MEDIUM OR HIGH VOLTAGE ELECTRICAL

DISTRIBUTED ANTENNA SYSTEM

WAP WIRELESS ACCESS POINT

USB UNIVERSAL SERIAL BUS

(-)

20A, 125V DUPLEX CONVENIENCE OUTLET (NEMA 5 - 20R) WITH USB CHARGINGPORTS.USB

20A, 125V DOUBLE DUPLEX CONVENIENCE OUTLET (NEMA 5 - 20R) WITH USBCHARGING PORTS.USB

CJUNCTION BOX - CEILING, FLOOR, AND WALL MOUNTING. WALL MOUNTEDDEVICES SHALL BE FLUSH MOUNTED AT 18" AFF UNLESS OTHERWISE NOTED.

ST

SO

LINE VOLTAGE DIGITAL TIMER SWITCH, WATTSTOPPER #TS-400

OCCUPANCY SENSING SWITCH, WATTSTOPPER #DW-100-G

WPU WEATHERPROOF IN-USE TYPE

EMERGENCY POWER OFFEPO


REVISION:

DATE:

REVISION:

DATE:

REVISION:

DATE:



PROFESSIONAL SEAL


ISSUE DATE:

SHEET TITLE:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

BA

BS

03/05/2021

BS

PROJECT #

SITE #: 6261

ASSET #: 8136261001

T2043-01





Electrical Abbreviations,Symbols Legend, Details& General Notes

SHEET NUMBER:

E-000 of 8 03/05/2021

GV

MLB

FP

LTP

LTP

LTP

LTP

LTP


A

1

2

2

2

2

4

3

A

1

A

1

(E)

(E)

(E)

(E)

(E)

A1

MDP-4100A/2PWP

MAIN DISTRIBUTIONPANEL, 'MDP'

PANEL 'A'

5

A 1

TELECOMMUNICATIONSRACK

6

A

B

B

7

7

7

8

A-25

A-25

A-25

(E)

UGE

UGE

UGE

UGE

UGE

UGE

1

JWP

B

ELECTRICAL SITE PLANSCALE: 1"=30'-0"

15'0 30' 60'

ELECTRICAL SITE UTILITIES PLAN NOTES

KEY NOTE DESCRIPTION

1

2

3

EXISTING POLE MOUNTED LIGHT FIXTURE TO REMAIN.

NEW POLE MOUNTED LIGHT FIXTURE. SEE THE SITE FIXTURE POLE BASE DETAIL AND LIGHT FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION.

PROVIDE NEW WEATHERPROOF DISCONNECT SWITCH OF THE AMPERAGE AND POLES SHOWN, MOUNTED ON THE EXTERIOR OF THE BUILDING FORCONNECTION TO FUTURE MOBILE VAULT PAD. DISCONNECT SWITCH SHALL BE LOCATED ADJACENT TO JUNCTION BOX FOR MOBILE VAULT PADTELECOMMUNICATIONS SHOWN ON THESE DRAWINGS. COORDINATE FINAL LOCATION FOR BOTH DEVICES WITH OWNER.


REVISION:

DATE:

REVISION:

DATE:

REVISION:

DATE:



PROFESSIONAL SEAL


ISSUE DATE:

SHEET TITLE:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

BA

BS

03/05/2021

BS

PROJECT #

SITE #: 6261

ASSET #: 8136261001

T2043-01





Electrical Site Plan& Schedules

SHEET NUMBER:

E-101 of 8 03/05/2021

4 EXISTING SITE UTILITY LIGHT TO REMAIN.

5

ROUTE (3) #3'S AND (1) #8G IN 1 1/4" CONDUIT FOR MOBILE VAULT PAD. INSTALL NEW 100A FUSIBLE SWITCH WITH 100A FUSES WITHIN EXISTING MAINDISTRIBUTION PANEL, 'MDP'. NEW FUSIBLE SWITCH SHALL BE FULLY COMPATIBLE WITH EXISTING DISTRIBUTION PANEL AND SHALL MAINTAIN THEDISTRIBUTION PANEL'S UL LISTING AND INTURRUPT RATING. VERIFY THE DISTRIBUTION PANEL HAS ENOUGH SPACE TO ACCOMMODATE ADDITIONALLOAD. COORDINATE WITH MOBILE VAULT PAD MANUFACTURER FOR EXACT ELECTRICAL REQUIREMENTS.

6

PROVIDE A WEATHERPROOF JUNCTION BOX, SURFACE MOUNTED ON EXTERIOR OF THE BUILDING FOR FUTURE MOBILE VAULT PADTELECOMMUNICATIONS. FROM JUNCTION BOX, ROUTE (1) 1" CONDUIT WITH PULLSTRINGS INTO BUILDING, CONCEALED ABOVE ACCESSIBLE CEILINGAND OVER TO EXISTING TELECOMMINICATIONS RACK IN SOUTHEAST PORTION OF THE BUILDING. STUB CONDUIT ABOVE RACK AND BUSH CONDUITENDS. PROVIDE PULLBOXES AS REQUIRED SO AS TO AID IN INSTALLATION OF TELECOM CABLING BY OWNER. COORDINATE EXACT ROUTING INSIDETHE BULDING WITH OWNER. WEATHERPROOF JUNCTION BOX SHALL BE LOCATED ADJACENT TO MOBILE VAULT PAD DISCONNECT SWITCH.COORDINATE FINAL LOCATION OF BOTH DEVICES WITH OWNER.

ROUTE TO NEW 20A/1P CIRCUIT BREAKER LOCATED IN THE PANELBOARD INDICATED. NEW CIRCUIT BREAKER SHALL BE FULLY COMPATIBLE WITHEXISTING PANELBOARD AND SHALL MAINTAIN THE PANELBOARD'S UL LISTING AND INTERRUPT RATING. CONTRACTOR TO VERIFY THAT THEEXISTING PANELBOARD HAS ENOUGH SPACE TO ACCOMMODATE ADDITIONAL LOAD.ROUTE #10'S THROUGHOUT ENTIRE CIRCUIT. ROUTE CIRCUITVIA NEW INTERMATIC NIGHTFOX SERIES ELECTRONIC PHOTOCELL (OR ENGINEER APPROVED EQUAL). LOCATE PHOTOCELL ON THE ROOF AT ALOCATION WHICH CANNOT BE SEEN FROM GRADE LEVEL. PROVIDE WEATHER PROOF DEVICE, BOX, AND MOUNT PER MANUFACTURER'SINSTRUCTION. COORDINATE FINAL LOCATION OF PHOTOCELL WITH OWNER. NEW LIGHTS SHALL BE CONTROLLED TO TURN ON/OFF AT THE SAMETIME AS THE OTHER EXTERIOR LIGHTS SERVING THE AREA.

7

CONNECT TO EXISTING LIGHT POLE CIRCUIT SERVING AREA. CONTRACTOR TO VERIFY CIRCUIT CAN ACCOMODATE ADDITIONAL LOAD.8

FINAL LOCATION OF ALL POLE MOUNTED SITE LIGHTINGFIXTURES AND ASSOCIATED BELOW GRADE CIRCUITRYSHALL BE COORDINATED WITH EXISTING TREES ANDPLANTS SO AS TO NOT DAMAGE ROOT SYSTEMS.COORDINATE WITH LANDSCAPE ARCHITECT.

CONTRACTOR SHALL IDENTIFY, SUPPORT, AND PROTECT ALLEXISTING UTILITES THROUGHOUT THE DURATION OFCONSTRUCTION. ALL SYSTEM OUTAGES SHALL BE FULLYCOORDINATED WITH THE OWNER'S REPRESENTATIVE/LOCALUTILITY.

BLANK AREAS IN THE CATALOGUE NUMBER DENOTES AREASWHERE THE CONTRACTOR WILL NEED TO VERIFY AND MATCHEXISTING LIGHTING CONDITIONS IN THE FIELD.

Mobile Vault Pad, MVC Repair and POV Parking Expansion ......T i p Marigold State Route W. Allen St....

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Transcript of Mobile Vault Pad, MVC Repair and POV Parking Expansion ......T i p Marigold State Route W. Allen St....