Atch A - SOW Atch 3 - Building 222 Roads and Grounds (23 pages).pdf

CONSULTANTS: ARCHITECT/ENGINEERS: Drawing Title

Approved: Project Director Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Office of Construction and Facilities Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

AE PROJECT NO.: 14394

: 222

T.O. CD - JT

/6

/2

:2 :4

P

M C

U s e rs

\E P e te rs o n \D o c u m e n ts

\1 F o rt

S n e lli n g R

J T u c h te n h a g e n .r v t

GI001

COVER SHEET

BUILDING 222, ROADS AND

GROUNDS PACKAGE

FORT SNELLING

03-06-2017

618-17-100

6330 BLOOMINGTON RD, ST. PAUL, MN 55111

CD SUBMITTAL

of 20

ARCHITECT

ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: TOM OLESAK

PHONE: 763-412-4000

ELECTRICAL ENGINEER

DUNHAM

50 SOUTH 6th STREET SUITE 1100

MINNEAPOLIS, MN 55402

CONTACT: CURT BARLAGE

PHONE: 612-465-7641

STRUCTURAL ENGINEER

LHB INC

701 WASHINGTON AVENUE NORTH

SUITE 200

MINNEAPOLIS, MN 55401

CONTACT: STEPHEN W. HEARN

PHONE: 612-752-6932

CIVIL ENGINEER

ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: ROBERT SWANSON

PHONE: 763-412-4021

LANDSCAPE ARCHITECT

ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: CURT CLAEYS

PHONE: 763-412-4015

OWNER:

DEPARTMENT OF VETERANS AFFAIRS

708 S. THIRD STREET, SUIT 200

MINNEAPOLIS, MN 55415

CONTACT: MATT HEIMAN

PHONE: 612-629-7819

COST CONSULTANT

CPMI

3265 NORTHWOOD CIRCLE

SUITE 170

EAGAN, MN 55121

CONTACT: BRYAN BERTRAND

PHONE: 952-854-3663

PLAN

NORTH

TR

U E

N O R

TH

TRUE

NORTH

TRUE

NORTH

VA PROJECT NUMBER:

OWNER & CONSULTANTS

VICINITY MAP SITE LOCATION MAPFORT SNELLING SITE AREA MAP

EXISTING

BUILDING

GOLF COURSE

PARK

EXISTING

BUILDING

B L O

O M

IN

G

T O

N R

D

6330 BLOOMINGTON RD, ST. PAUL, MN 55111

BUILDING 222, ROADS AND GROUNDS PACKAGE

FORT SNELLING

618-17-100

ROOT HOUSE

65% Design Concurrence

End User:

1969 Union:

3669 Union:

Logistics:

SPS:

EMS:

BIS:

95% Design Concurrence

End User:

1969 Union:

3669 Union:

Shops:

Safety Committee:

BIS:

Project Approval:

End User:

1969 Union:

3669 Union:

Engineering Project Chief

Engineering Director

No. Revisions Date Dwg. 1

DETAIL INDICATOR-PLAN

ARCHITECTURAL SYMBOLS

1 View Name

1/8" = 1'-0"A101

INTERIOR ELEVATION INDICATOR

ELEVATION INDICATOR

ROOM NAME & NUMBER

DRAWING BLOCK TITLE

SECTION INDICATOR

Room name

WALL PARTITION TYPE

NORTH ARROW

NORTH

PROPERTY LINE

DOOR OPENING IDENTIFIER

WINDOW TYPE IDENTIFIER

DIMENSION LINE1' - 6"

MATERIAL SYMBOLS

BASE COURSE

CONCRETE

EARTH

SAND / MORTARBRICK

CONCRETE MASONRY

UNIT

STONE

STEEL / ALUMINUM

EXIST CONSTRUCTION

TO BE REMOVED

WOOD

PLYWOOD

BATT INSULATION

CENTER LINE INDICATOR

CONTRACT LIMIT LINE

DEMOLITION LINE

FEATURES ABOVE LINE

HIDDEN FEATURES LINE

MATCHLINE

EXIST CONSTRUCTION

TO REMAIN

VV ITEM - VA SUPPLIED &

INSTALLED

VV ITEM - VA SUPPLIED &

INSTALLED

VC ITEM - VA SUPPLIED &

CONTRACTOR INSTALLED

A2

A-202 D B

A

C

1A KEYNOTE

ROOM FINISH TAG

EXISTING DOOR TO REMAIN

CEILING

WALLS

FLOORING

BASE TRIM

WXXX

PXX

XXXX

CONSULTANTS: ARCHITECT/ENGINEERS: Drawing Title

Approved: Project Director Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Office of Construction and Facilities Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

AE PROJECT NO.: 14394

: 222

T.O. CD - JT

/4

/2

:4 :4

A

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U s e rs

\E P e te rs o n \D o c u m e n ts

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GI002

SHEET INDEX, SYMBOLS AND

MATERIALS

BUILDING 222, ROADS AND

GROUNDS PACKAGE

FORT SNELLING

03-06-2017

618-17-100

6330 BLOOMINGTON RD, ST. PAUL, MN 55111

CD SUBMITTAL

of 20

SHEET INDEX

Current sheet No

Drawing Number Drawing Title

65% Issue Date

95% Issue Date

CD

Submittal

Date Amendment

Date

01 GENERAL

1 GI001 COVER SHEET 01/27/17 02/10/17 03/06/17

2 GI002 SHEET INDEX, SYMBOLS AND MATERIALS 01/27/17 02/10/17 03/06/17 05/04/17

3 GI003 ABBREVIATIONS 01/27/17 02/10/17 03/06/17

02 CIVIL

4 CD101 SITE DEMOLITION AND REMOVALS 01/27/17 02/10/17 03/06/17

5 CS101 SITE PLAN 01/27/17 02/10/17 03/06/17

6 CG101 GRADING AND DRAINAGE PLAN 01/27/17 02/10/17 03/06/17

7 CG102 EROSION CONTROL PLAN 01/27/17 02/10/17 03/06/17

8 CG103 EROSION CONTROL DETAILS 01/27/17 02/10/17 03/06/17

9 CP101 SITE PAVING PLAN 01/27/17 02/10/17 03/06/17

10 CP102 CIVIL DETAILS 01/27/17 02/10/17 03/06/17

11 CP103 CIVIL DETAILS 03/06/17

11.1 CU101 SITE UTILITY PLAN 05/04/17

03 LANDSCAPE

12 LP101 LANDSCAPE PLAN 01/27/17 02/10/17 03/06/17

13 LP102 LANDSCAPE COURTYARD ENLARGEMENT 01/27/17 02/10/17 03/06/17

14 LP103 LANDSCAPE DETAILS 01/27/17 02/10/17 03/06/17

15 LP201 SIGNAGE & SITE FURNISHINGS PLAN 01/27/17 02/10/17 03/06/17

16 LP202 SIGNAGE & SITE FURNISHINGS DETAILS 01/27/17 02/10/17 03/06/17

09 ELECTRICAL

17 E2000 ELECTRICAL TITLE SHEET 01/27/17 02/10/17 03/06/17

18 E2050 ELECTRICAL SITE PLAN 01/27/17 02/10/17 03/06/17

19 E2201 ELECTRICAL DETAILS 01/27/17 02/10/17 03/06/17

20 E2401 ELECTRICAL SCHEDULES 01/27/17 02/10/17 03/06/17

Dwg. 2

GENERAL NOTE:

ITEMS IDENTIFYING A SPECIFIC MANUFACTURER AND MODEL ARE

FOR REFERENCE ONLY. ITEMS FROM OTHER MANUFACTURERS

WHICH MEET THE PERFORMANCE CRITERIA OF THE NAMED

MANUFACTURER CAN BE SUBSTITUTED WITH PRIOR APPROVAL OF

THE COR.

No. Revisions Date

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURSIDICATION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONST

ALT ALTERNATE

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STADARDS INSTITUTE

ANT ANTENNA

AP ACCESS PANEL

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSOC ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING &

MATERIALS

ATCH ATTACHMENT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS' ASSOC

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CELSIUS

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CLEAR COAT

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER

INSTALLED

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CONST J CONSTRUCTION JOINT

CJ CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

COND CONDENSER

CONF CONFERENCE

CONN CONNECT

CONST CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

D DEPTH

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSUL)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FFE FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHP FULL HEIGHT PARTITION

FIG FIGURE

FIL FILLET

FIN FINISH

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOOR

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FO FINISHED OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING

FRMG FRAMING

FRP FIBER REINFORCED PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH

FUT FUTURE

FWC FABRIC WALLCOVERING

GA GAGE

GAL GALLON

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HF HIGH FREQUENCY

HGR HANGER

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDFHOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH POINT

HPD HYGIENE PRODUCT DISPOSAL

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HQ HEADQUARTERS

HS HEAT-STRENGTHENED (GLASS)

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND A/C

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX JUNCTION BOX

KD KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LB POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LH LEFT HAND

LHR LEFT HAND REVERSE

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD METAL DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MED MEDICAL MEDIUM

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING

MOD MODIFY

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS ASSOC

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM

ORD OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINSTRATION

OUT OUTLET

OZ OUNCE

PAR PARALLEL

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINT METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTM PATCH TO MATCH EXISTING

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

PWR POWER

QA/QC QUALITY ASSURANCE/QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE

REFR REFRIGERATION

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ/D REQUIRE/REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SMOKE DETECTOR, OR SOAP

DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SJI STEEL JOIST INSTITUTE

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STNLS STAINLESS

STOR STORAGE

STRUCT STRUCTURAL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE

TMPRY TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TMPD TEMPERED

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD FINISH

TRTD TREATED

TS TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE

VEH VEHICLE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W WIDE

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WATER CLOSET

WCHR WATER CHILLER

WCL WATER COOLER

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER

WHSE WAREHOUSE

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD (INSUL)

YD YARD

YR YEAR

CONSULTANTS: ARCHITECT/ENGINEERS: Drawing Title

Approved: Project Director Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Office of Construction and Facilities Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

AE PROJECT NO.: 14394

: 222

T.O. CD - JT

/3

/2

:3 :1

P

M C

U s e rs

\E P e te rs o n \D o c u m e n ts

\1 F o rt

S n e lli n g R

J T u c h te n h a g e n .r v t

GI003

ABBREVIATIONS

BUILDING 222, ROADS AND

GROUNDS PACKAGE

FORT SNELLING

03-06-2017

618-17-100

6330 BLOOMINGTON RD, ST. PAUL, MN 55111

CD SUBMITTAL

of 20No. Revisions Date Dwg. 3

CD101

SITE DEMOLITION &

REMOVALS

RLS JAF03/06/2017

GRAVEL REMOVAL

SAWCUT CONCRETE

ASPHALT PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

SOIL &/OR TURF REMOVAL

SAWCUT BITUMINOUS

SAWCUT BITUMINOUS

REFERENCE 4/CP102

SAWCUT

BITUMINOUS

REMOVE & SALVAGE MISC.

APPURTENANCES AS NEEDED.

REMOVE CURB

& GUTTER

SAWCUT CONCRETE AT

NEAREST JOINT APPROVED

OR AS DIRECTED BY FIELD

ENGINEER.

SAWCUT

BITUMINOUS

7FT HIGH CHAIN-LINK CONSTRUCTION

FENCING (REFERENCE ONLY)

PROTECT EX. MECHANICAL APPURTENANCES, OR MH'S, FROM ANY

DAMAGE DURING DEMOLITION. COORDINATE W/ MECH. & ARCH.

PROTECT BLVD TREES FROM ANY DAMAGE DURING DEMOLITION. SEE

1/LP103

FULL EXTENT OF EXISTING UTILITIES ARE UNKNOWN IN THIS AREA, DUE TO

CONFLICTING INFO WITHIN THE AVAILABLE AS-BUILT DRAWINGS.

PROTECT EX. PLATFORM, STAIRCASE, OR WALL FROM ANY DAMAGE

DURING DEMOLITION.

COURTYARD MATERIAL REMOVAL PERFORMED UNDER PREVIOUS

CONTRACT (REFERENCE ONLY).

PARTIAL PAVEMENT REMOVAL HAS ALREADY OCCURRED UNDER PREVIOUS

CONTRACT. NEW REMOVAL BOUNDARIES SHOWN HEREON ARE TO BE

VERIFIED.

PROTECT EXISTING UTILITY STRUCTURES ADJACENT TO THE REMOVAL

AREA, IDENTIFIED TO REMAIN.

REMOVE ROCKS, ASPHALT AND CONCRETE DEBRI ALONG WEST SIDE OF

WAREHOUSE.

EXISTING CATCH BASIN WILL BE REPLACED UNDER PREVIOUS CONTRACT.

COORDINATE WITH CONTRACTOR AS NEEDED.

APROX. SAWCUT LINE SHOWN. MODIFY PAVEMENT REMOVAL IN THE FIELD

TO INCLUDE ADJACENT FAILED PAVEMENT SECTIONS OR AS DETERMINED

BY C.O.R.

REMOVE CURB

& GUTTER

REMOVE

CONC. WALK

20'

SCALE:1

SITE DEMOLITION & REMOVALS

1"=30'

N

FENCE

ELECTRIC BOX

LIGHT POLE

HYDRANT

SIGN

MANHOLE

GUARD POST

UNDERGROUND ELECTRIC

AIR CONDITIONER

ELECTRIC MANHOLE

CONIFEROUS TREE

DECIDUOUS TREE

GAS METER

SANITARY MANHOLE

ROOF DRAIN / DOWNSPOUTS

GAS MAIN

TELEPHONE

WATER VALVE

CATCH BASIN

COMMUNICATION JUNCTION BOX

TELEPHONE MANHOLE

SANITARY SEWER

WATER MAIN

STORM SEWER

LEGEND LEGEND CONTINUED

KEY NOTES

SITE DEMOLITION NOTES

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND DISPOSAL CERTIFICATIONS. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY OUT ENTIRE PROJECT. PERMITS SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES.

NOTIFY APPROPRIATE UTILITY COMPANY OF ANY AND ALL PROPOSED WORK.

2. REMOVE & SALVAGE EXISTING SIGNS FOR RELOCATION ON SITE UPON SUBSTANTIAL PROJECT COMPLETION.

3. ALL EXISTING BURIED UTILITY LINE LOCATIONS ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING EXISTING UTILITIES PRIOR TO EXCAVATION, DEMOLITION OR RECONNECTION. CONTRACTOR TO VERIFY BURIED UTILITY LOCATIONS WITH "811" UNDERGROUND

UTILITIES LOCATION CENTER AND/OR PRIVATE LOCATE (GOPHER STATE ONE CALL).

4. UNSUITABLE, NON-STRUCTURAL FILL MATERIAL SHALL BE REMOVED FROM WITHIN WORK AREA.

5. NOTIFY COR FOR ANY CONSTRUCTION ACTIVITIES ANTICIPATED TO OCCUR OUTSIDE OF CONSTRUCTION ZONE.

6. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR ANY TEMPORARY UTILITY DISCONNECTIONS.

7. ADJUST, REPAIR OR MAINTAIN EROSION CONTROL FEATURES AS NEEDED.

8. ALL WATER DISRUPTIONS SHALL BE LIMITED TO NO MORE THAN FOUR HOURS DURING NORMAL BUSINESS HOURS AND SCHEDULED AT TIMES THAT LEAST INCONVENIENCE FACILITY OPERATIONS. LONGER SHUTDOWNS CAN ONLY BE APPROVED FOR EVENINGS OR WEEKENDS. ALL SHUTDOWNS

MUST BE APPROVED BY COR.

9. CONTRACTOR TO CONTAIN ALL CONSTRUCTION TRAFFIC TO AREAS WITHIN THE CONSTRUCTION ZONE.

10. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE PRE-CONSTRUCTION CONDITION REPORT OF ALL ACCESS ROUTES AND ROADS AND HAVE IT APPROVED BY COR. DAMAGE TO EXISTING ROADS THAT ARE USED AS DELIVERY ACCESS ROUTES DURING CONSTRUCTION SHALL BE

REVIEWED BY THE COR FOR IMPLEMENTATION OF REPAIR.

11. CONTRACTOR TO TRIM/PRUNE OVERHANGING TREE BRANCHES/LIMBS AS NECESSARY TO COMPLETE CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A30D PRUNING STANDARDS AND 2133.3 SAFETY STANDARDS. ALL WORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED CERTIFIED ARBORIST.

12. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR TO AVOID DAMAGE TO RECENTLY INSTALLED UTILITIES AND EXISTING SITE ELEMENTS THAT ARE TO REMAIN, INCLUDING BUT NOT LIMITED TO: CURB & GUTTER, TREES, UTILITIES AND OTHER BUILDINGS AND FEATURES. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY SITE ELEMENT TO REMAIN THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. CONTRACTOR SHALL NOT DISTURB EXISTING SITE OUTSIDE OF FENCED OR WORK ZONE AREAS UNLESS

OTHERWISE NOTED ON PLANS.

13. REFER TO ELECTRICAL FOR ANY TEMPORARY ROUTING OF COMMUNICATION LINES.

14. ALL PAVEMENT AND SIDEWALK REMOVAL AREAS SHALL BE SAWCUT TO FULL DEPTH.

15. LOADING DOCK TO REMAIN ACCESSIBLE AT ALL TIMES UNLESS A SHUTDOWN IS COORDINATED WITH THE COR.

16. ITEMS LABELED "REFERENCE ONLY" WERE INSTALLED UNDER PREVIOUS CONTRACT AND ARE TO REMAIN IN PLACE, AS NEEDED, DURING THIS

PROJECT.

SALVAGE & REMOVE SIGN. AND

LAMP POST AND STORE ON SITE

FOR RE-INSTALLATION IN LOCATION

PER SHEET CS101.

CONSTRUCTION

LIMITS (TYP.)

SAWCUT LINE

CONSTRUCTION

LIMITS (TYP.)

CONSTRUCTION LIMITS

30" SAWCUT, SEE

DETAIL 4/CP102

10 20

CONSTRUCTION

ACCESS

CONSTRUCTION

ACCESS

C O

N S

TR

U

C

TI

O N

A C

C E

S S

SAWCUT

BITUMINOUS

6330 BLOOMINGTON RD, ST. PAUL, MN 55111

No. Revisions Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title

Approved: Project Director

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

AE PROJECT NO.: 13923

ARCHITECT/ENGINEERS:

AE PROJECT NO.: 14394

ENGINEERING

Anderson Engineering of Minnesota, LLC 13605 1st Avenue North Suite 100 Plymouth, MN 55441 763-412-4000 (o) 763-412-4090 (f) www.ae-mn.com

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

: 222

ROADS & GROUNDS

BUILDING 222, FORT

SNELLING

618-17-100

6"

6"

6"

6"

/3

0/

:5 3:

A

M C

:\U se rs \c du qu e\ D oc um en ts

\1

F or t S ne lli ng R

_C du qu e.

rv t

CD SUBMITTAL

CURB REMOVAL

REMOVE CURB

REMOVE CURB

CB TO BE REMOVED UNDER PREVIOUS

CONTRACT. COORDINATE WORK WITH

CONTRACTOR AS NEEDED.

SIGN, LAMP POST &

BOLLARDS TO REMAIN

6330 BLOOMINGTON RD, ST. PAUL, MN 55111

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title

Approved: Project Director

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

AE PROJECT NO.: 13923

ARCHITECT/ENGINEERS:

AE PROJECT NO.: 14394

ENGINEERING

Anderson Engineering of Minnesota, LLC 13605 1st Avenue North Suite 100 Plymouth, MN 55441 763-412-4000 (o) 763-412-4090 (f) www.ae-mn.com

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

: 222

ROADS & GROUNDS

BUILDING 222, FORT

SNELLING

618-17-100

6"

6"

6"

6"

/3

0/

:5 3:

A

M C

:\U se rs \c du qu e\ D oc um en ts

\1

F or t S ne lli ng R

_C du qu e.

rv t

CD SUBMITTAL

RELOCATED DRIVE

ENTRANCE.SEE 13/CP102

EQUIP.

PADs

(REFERENCE

ONLY)

PROPERTY SIGN, SEE 4/LP202

CS101

SITE PLAN

RLS JAF 5 20

EXISTING CONC.

PED. RAMP

03/06/2017

FLAGPOLES

SEE 2/LP202

SCALE:1

SITE PLAN

1"=30'

N

BOLLARDS

SEE DETAIL

10/CP102

COURTYARD PATIO

SEE 2/CG101 & 4/CP103

BENCHES (TYP.)

SEE 3/LP202 &

3/CP101

BIKE RACK

SEE 1/LP202

FENCE

ELECTRIC BOX

LIGHT POLE

HYDRANT

SIGN

MANHOLE

GUARD POST

UNDERGROUND ELECTRIC

AIR CONDITIONER

ELECTRIC MANHOLE

CONIFEROUS TREE

DECIDUOUS TREE

GAS METER

SANITARY MANHOLE

ROOF DRAIN / DOWNSPOUT

GAS MAIN

TELEPHONE

WATER VALVE

CATCH BASIN

COMMUNICATION JUNCTION BOX

TELEPHONE MANHOLE

SANITARY SEWER

WATER MAIN

STORM SEWER

LEGEND

NEW SANITARY SEWER (PREVIOUS CONTRACT)

NEW STORM SEWER (PREVIOUS CONTRACT)

NEW STRUCTURE (REFERENCE ONLY)

NEW LIGHT STANDARD LOCATIONS (SEE ELECTRICAL SITE PLAN)

1. ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT OR FACE OF CURB, UNLESS OTHERWISE NOTED.

2. NOTIFY COR OF ANY LAYOUT DISCREPANCIES SHOWN ON THIS PLAN. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

3. ALL CONTROL OF TRAFFIC REQUIRED TO PERFORM WORK SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

4. CONTROL AND EXPANSION JOINTS TO ALIGN W/ ADJACENT PAVEMENT, CURBS, WALKS, ETC. ALIGN JOINTS PERPENDICULAR TO

PAVEMENT EDGE.

5. PROVIDE CONTROL JOINTS AT 8' O.C. AND EXPANSION JOINTS AT 64' O.C IN SIDEWALK (MAXIMUMS).

6. COORDINATE ACCESS WITHIN MAINTENANCE AREA WITH COR.

7. THE HORIZONTAL DATUM IS THE HENNEPIN COUNTY COORDINATE SYSTEM NAD83 (2011).

8. THE VERTICAL DATUM IS NAVD 88. THE PROJECT BENCHMARKS ARE THE TOP NUT OF HYDRANTS, LOCATED AS LABELED ON THIS DRAWING. NOTE: BENCHMARKS SHOWN WERE ESTABLISHED AT TIME OF SURVEY (SUMMER 2015).

9. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE BASED UPON EXISTING DRAWINGS PROVIDED BY THE UTILITY COMPANIES AND BY ABOVE GROUND EVIDENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY OWNERS PRIOR TO ANY PLANNING OR DESIGN. IN ACCORDANCE WITH MINNESOTA STATUTE, THE

LOCATION OF UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR CONSTRUCTION

10. SEE CP101 FOR SITE PAVING

11. BLOOMINGTON ROAD AND THE SEWER IN BLOOMINGTON ROAD, IS UNDER THE JURISDICTION OF HENNEPIN COUNTY.

12. SANITARY TRUNK LINE IS UNDER THE JURISDICTION OF THE METROPOLITAN AIRPORT COMMISSION.

13. WATER MAIN WITHIN PUBLIC RIGHTAWAY IS UNDER THE JURISDICTION OF THE CITY OF MINNEAPOLIS.

14. STORM SEWER ON V.A. PROPERTY IS UNDER THE JURISDICTION OF THE V.A.

15. ITEMS LABELED "REFERENCE ONLY" WERE INSTALLED UNDER PREVIOUS CONTRACT AND ARE TO REMAIN IN PLACE WHERE

APPLICABLE.

NOTES

CURRENT CURB CUT

LOCATION TO REMAIN

(SEE 13/CP102)

HANDICAP PARKING SIGN, SEE DETAIL 6/CP102

NEW MAIN ENTRANCE. SEE ARCHITECTURAL

PLANS AND DETAIL 5/CP103.

"PERIOD LIGHT" POLES TYPICAL (4EA.). SEE

2/LP201 & ELECTRICAL PLANS FOR LOCATION AND

DETAILS.

KEY NOTES

NEW PARKING STALLS:

-REGULAR (NORTH LOT) 92

-HANDICAP (NORTH LOT) 5

-REGULAR (SOUTH LOT) 15

TOTAL STALLS: 112

SITE DATA

PROJECT

BENCHMARK #2

(EXIST. HYD.)

PROJECT

BENCHMARK #1

(EXIST. HYD.)

PROJECT

BENCHMARK #3

(EXIST. HYD.)

- BM NO.1: TOP NUT HYDRANT = 814.24

- BM NO.2: TOP NUT HYDRANT = 817.40

- BM NO.3: TOP NUT HYDRANT = 814.60

PROJECT BENCHMARKS (SEE NOTE 8)

NEW LIGHTING STANDARD

(TYP.) SEE ELEC. SITE PLANS.

NEW SPLASH BLOCK

@ EA. DOWNSPOUT (TYP.)

SEE 6/CG103

WATER MAIN (PREVIOUS CONTRACT)

BOLLARD SEE 10/CP102

NEW ASPH.

LOADING AREA

RELOCATED LAMP POST

(APROX. LOCATION)

REFER TO SHEET E2050

NEW ASPH.

DRIVE

VHAMINHeimaM Rectangle

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title

Approved: Project Director

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

AE PROJECT NO.: 13923

ARCHITECT/ENGINEERS:

AE PROJECT NO.: 14394

ENGINEERING

Anderson Engineering of Minnesota, LLC 13605 1st Avenue North Suite 100 Plymouth, MN 55441 763-412-4000 (o) 763-412-4090 (f) www.ae-mn.com

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

: 222

ROADS & GROUNDS

BUILDING 222, FORT

SNELLING

618-17-100

6"

6"

6"

6"

/3

0/

:5 3:

A

M C

:\U se rs \c du qu e\ D oc um en ts

\1

F or t S ne lli ng R

_C du qu e.

rv t

CD SUBMITTAL

RELOCATED DRIVE

ENTRANCE.SEE 13/CP102

EQUIP.

PADs

(REFERENCE

ONLY)

PROPERTY SIGN, SEE 4/LP202

CS101

SITE PLAN

RLS JAF 5 20

EXISTING CONC.

PED. RAMP

03/06/2017

FLAGPOLES

SEE 2/LP202

SCALE:1

SITE PLAN

1"=30'

N

BOLLARDS

SEE DETAIL

10/CP102

COURTYARD PATIO

SEE 2/CG101 & 4/CP103

BENCHES (TYP.)

SEE 3/LP202 &

3/CP101

BIKE RACK

SEE 1/LP202

FENCE

ELECTRIC BOX

LIGHT POLE

HYDRANT

SIGN

MANHOLE

GUARD POST

UNDERGROUND ELECTRIC

AIR CONDITIONER

ELECTRIC MANHOLE

CONIFEROUS TREE

DECIDUOUS TREE

GAS METER

SANITARY MANHOLE

ROOF DRAIN / DOWNSPOUT

GAS MAIN

TELEPHONE

WATER VALVE

CATCH BASIN

COMMUNICATION JUNCTION BOX

TELEPHONE MANHOLE

SANITARY SEWER

WATER MAIN

STORM SEWER

LEGEND

NEW SANITARY SEWER (PREVIOUS CONTRACT)

NEW STORM SEWER (PREVIOUS CONTRACT)

NEW STRUCTURE (REFERENCE ONLY)

NEW LIGHT STANDARD LOCATIONS (SEE ELECTRICAL SITE PLAN)

1. ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT OR FACE OF CURB, UNLESS OTHERWISE NOTED.

2. NOTIFY COR OF ANY LAYOUT DISCREPANCIES SHOWN ON THIS PLAN. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

3. ALL CONTROL OF TRAFFIC REQUIRED TO PERFORM WORK SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

4. CONTROL AND EXPANSION JOINTS TO ALIGN W/ ADJACENT PAVEMENT, CURBS, WALKS, ETC. ALIGN JOINTS PERPENDICULAR TO

PAVEMENT EDGE.

5. PROVIDE CONTROL JOINTS AT 8' O.C. AND EXPANSION JOINTS AT 64' O.C IN SIDEWALK (MAXIMUMS).

6. COORDINATE ACCESS WITHIN MAINTENANCE AREA WITH COR.

7. THE HORIZONTAL DATUM IS THE HENNEPIN COUNTY COORDINATE SYSTEM NAD83 (2011).

8. THE VERTICAL DATUM IS NAVD 88. THE PROJECT BENCHMARKS ARE THE TOP NUT OF HYDRANTS, LOCATED AS LABELED ON THIS DRAWING. NOTE: BENCHMARKS SHOWN WERE ESTABLISHED AT TIME OF SURVEY (SUMMER 2015).

9. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE BASED UPON EXISTING DRAWINGS PROVIDED BY THE UTILITY COMPANIES AND BY ABOVE GROUND EVIDENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY OWNERS PRIOR TO ANY PLANNING OR DESIGN. IN ACCORDANCE WITH MINNESOTA STATUTE, THE

LOCATION OF UTILITIES SHALL BE CONFIRMED PRIOR TO ANY DEMOLITION OR CONSTRUCTION

10. SEE CP101 FOR SITE PAVING

11. BLOOMINGTON ROAD AND THE SEWER IN BLOOMINGTON ROAD, IS UNDER THE JURISDICTION OF HENNEPIN COUNTY.

12. SANITARY TRUNK LINE IS UNDER THE JURISDICTION OF THE METROPOLITAN AIRPORT COMMISSION.

13. WATER MAIN WITHIN PUBLIC RIGHTAWAY IS UNDER THE JURISDICTION OF THE CITY OF MINNEAPOLIS.

14. STORM SEWER ON V.A. PROPERTY IS UNDER THE JURISDICTION OF THE V.A.

15. ITEMS LABELED "REFERENCE ONLY" WERE INSTALLED UNDER PREVIOUS CONTRACT AND ARE TO

REMAIN IN PLACE WHERE APPLICABLE.

NOTES

CURRENT CURB CUT

LOCATION TO REMAIN

(SEE 13/CP102)

HANDICAP PARKING SIGN, SEE DETAIL 6/CP102

NEW MAIN ENTRANCE. SEE ARCHITECTURAL PLANS AND

DETAIL 5/CP103.

"PERIOD LIGHT" POLES TYPICAL (4EA.). SEE 2/LP201 &

ELECTRICAL PLANS FOR LOCATION AND DETAILS.

NEW CONDUIT AND HANDHOLDS FOR FUTURE FIBER OPTIC LINES ARE SHOWN FOR

REFERENCE ONLY. ACTUAL ROUTE AND LOCATIONS SHALL BE DETERMINED BY

CONDITIONS IN THE FIELD AND AS SPECIFIED WITHIN THE ELECTRICAL DOCUMENTS OR AS

DIRECTED BY THE C.O.R. SEE ELEC PLAN FOR INFO. PERTAINING TO CONDUIT AND

HANDHOLD SIZES, DEPTHS, MATERIALS OR SPECIFICATIONS.

KEY NOTES

NEW PARKING STALLS:

-REGULAR (NORTH LOT) 92

-HANDICAP (NORTH LOT) 5

-REGULAR (SOUTH LOT) 15

TOTAL STALLS: 112

SITE DATA

PROJECT

BENCHMARK #2

(EXIST. HYD.)

PROJECT

BENCHMARK #1

(EXIST. HYD.)

PROJECT

BENCHMARK #3

(EXIST. HYD.)

- BM NO.1: TOP NUT HYDRANT = 814.24

- BM NO.2: TOP NUT HYDRANT = 817.40

- BM NO.3: TOP NUT HYDRANT = 814.60

PROJECT BENCHMARKS (SEE NOTE 8)

NEW LIGHTING STANDARD

(TYP.) SEE ELEC. SITE PLANS.

NEW SPLASH BLOCK

@ EA. DOWNSPOUT (TYP.)

SEE 6/CG103

WATER MAIN (PREVIOUS CONTRACT)

BOLLARD SEE 10/CP102

NEW ASPH.

LOADING AREA

RELOCATED LAMP POST

(APROX. LOCATION)

REFER TO SHEET E2050

NEW ASPH.

DRIVE

NEW CONDUIT FOR FUTURE FIBER OPTICS (APROX. ROUTE SHOWN)

NEW HANDHOLE FOR FUTURE FIBER OPTICS (APROX. ROUTE SHOWN)

NEW HANDHOLE

(TRAFFIC RATED)

NEW

HANDHOLE

NEW HANDHOLE

(TERMINATE

FIBER CONDUIT)

FUTURE SERVICE

(NORTHWESTERLY)

REVISED 04/25/2017

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title

Approved: Project Director

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

AE PROJECT NO.: 13923

ARCHITECT/ENGINEERS:

AE PROJECT NO.: 14394

ENGINEERING

Anderson Engineering of Minnesota, LLC 13605 1st Avenue North Suite 100 Plymouth, MN 55441 763-412-4000 (o) 763-412-4090 (f) www.ae-mn.com

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

: 222

ROADS & GROUNDS

BUILDING 222, FORT

SNELLING

618-17-100 on e ei gh th in ch =o ne fo ot on e qu ar te r i nc h= on e fo ot th re e ei gh th s in ch

=o ne fo ot on e ha lf in ch

=o ne fo ot th re e qu ar te rs in ch =o ne fo ot on e in ch =o ne fo ot on e an d on e ha lf in ch =o ne fo ot th re e in ch es =o ne fo ot

6"

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CD SUBMITTAL

SCALE:1

GRADING & DRAINAGE PLAN

1"=30'

N

1. ITEMS LABELED "REFERENCE ONLY" OR "PRIOR CONTRACT" WERE INSTALLED UNDER PREVIOUS CONTRCT AND ARE TO REMAIN IN PLACE.

2. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE BASED UPON EXISTING DRAWINGS PROVIDED BY THE UTILITY COMPANIES AND BY ABOVE GROUND EVIDENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL UNDERGROUND UTILITIES MAY BE PRESENT.

VERIFICATION OF THE EXISTENCE AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY OWNERS PRIOR TO ANY PLANNING OR DESIGN. IN ACCORDANCE WITH MINNESOTA STATUTE, THE LOCATION OF UTILITIES SHALL BE CONFIRMED PRIOR TO ANY

DEMOLITION OR CONSTRUCTION.

GENERAL NOTES

1. ALL EXISTING INFORMATION TAKEN FROM SURVEYS BY ANDERSON

ENGINEERING OF MN, LLC, DATED MAY 29, 2015.

2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING

ALL ELEVATIONS AND LOCATIONS OF EXISTING PUBLIC AND PRIVATE

UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO

STARTING CONSTRUCTION.

3. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING

IMPROVEMENTS, LANDSCAPING, STRUCTURES, AND UTILITIES THAT

ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN

EXPENSE.

4. ANY WORK PERFORMED OUTSIDE THE PROPERTY BOUNDARIES MUST

BE APPROVED BY OWNER AND ALL REGULATING GOVERNMENT

AGENCIES AND APPROPRIATE PERMITS MUST BE OBTAINED.

COORDINATE ACCESS WITHIN MAINTENANCE AREA WITH COR.

5. THE VERTICAL DATUM IS NAVD 88. PROJECT BENCHMARKS ARE THE

TOP NUT OF HYDRANTS LOCATED AS LABELED HEREON. NOTE:

BENCHMARKS SHOWN WERE ESTABLISHED AT TIME OF SURVEY

(SUMMER 2015).

6. SEVERAL MANHOLES STRUCTURES RECENTLY INSTALLED UNDER

"PRIOR CONTRACT" ARE INCOMPLETE (FRAME MAY BE MISSING).

COORDINATE WITH CONTRACTOR AS NEEDED.

GRADING NOTES

1. PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TO TOP OF

GRADE, PAVEMENT OR GUTTER LINE, UNLESS OTHERWISE

SPECIFIED. THE DESIGNATION "R" REFERS TO RIM ELEVATION.

2. PROVIDE PERMANENT SEEDING SEED MIX 260 PER MNDOT SPEC

SECTION 3876.2, TYPE 2 FERTILIZER PER MNDOT SPEC SECTION

3881, AND TYPE 1 MULCH PER MNDOT SPEC SECTION 3882 ON ALL

DISTURBED AREAS OUTSIDE THE LIMITS OF PAVING

IMPROVEMENTS.

3. NOTIFY COR OF ANY LAYOUT DISCREPANCIES SHOWN ON THIS

PLAN. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

FENCE

LIGHT POLE

HYDRANT

SIGN

MANHOLE

UNDERGROUND ELECTRIC

ELECTRIC MANHOLE

CONIFEROUS TREE

DECIDUOUS TREE

GAS METER

SANITARY MANHOLE

ROOF DRAIN / DOWNSPOUT

GAS MAIN

TELEPHONE

WATER VALVE

CATCH BASIN

COMMUNICATION JUNCTION BOX

TELEPHONE MANHOLE

SANITARY SEWER

WATERMAIN (PRIOR CONTRACT)

STORM SEWER

LEGEND

SANITARY SEWER (PRIOR CONTRACT)

STORM SEWER (PRIOR CONTRACT)

DRAIN TILE (PRIOR CONTRACT)

NEW STRUCTURE (SEE GEN. NOTE #7)

NEW LIGHT STANDARDS

OTHER NOTES

SCALE:2

GRADING & DRAINAGE PLAN - COURTYARD

1"=10'

N

MATCH IN TO EXISTING PAVEMENT GRADE. PROVIDE SMOOTH

TRANSITION BETWEEN NEW & EXISTING SURFACES.

KEY NOTES

809.7 809.7 R

DRAINAGE/SLOPE ARROWS

NEW FINISHED GRADE SPOT ELEVATIONS (R=RIM)

REPRESENTS GUTTER GRADE ON CURB LINES

COURTYARD

(SEE 2/CG101)

PROJECT

BENCHMARK #2

PROJECT

BENCHMARK #1

PROJECT

BENCHMARK #3

- BM NO.1: TOP NUT HYDRANT = 814.24

- BM NO.2: TOP NUT HYDRANT = 817.40

- BM NO.3: TOP NUT HYDRANT = 814.60

PROJECT BENCHMARKS

(SEE GENERAL NOTE 8)

EXISTING CONTOUR

PROPOSED CONTOUR

CG101

GRADING & DRAINAGE PLAN

RLS JAF 6 2003/06/2017

EXISTING SPOT GRADE

CATCH BASIN INLET WILL BE REPLACED UNDER PREVIOUS CONTRACT.

COORDINATE WITH CONTRACTOR AS NEEDED.

EXISTING CB

RIM 813.0

CONCRETE SAW OR CORE

DRILL EXISTING CB FOR

TWO 4" DRAINTILE LINES AT

INV. EL. 811.80 (TYP.).

GROUT OR OTHERWISE

PERMANENTLY SEAL ANY

GAPS CREATED IN CB WALL.

4" INV. = 813.3

(PROVIDE END CAP)

70 LF - 4" PERF.

DRAINTILE @ 2.1% ±

DETAIL 5/CP102

4" INV. = 813.3

(PROVIDE END CAP)

70 LF - 4" PERF.

DRAINTILE @ 2.1% ±

DETAIL 5/CP102

COORDINATE THE NEW SIDEWALK GRADES WITH DOORWAY

ELEVATIONS/THREASHOLDS SHOWN ON ARCHITECTURAL PLANS.

EXISTING

CONC. PED.

RAMP

EXISTING

STORM SEWER

EXISTING

SAN. MH

R. 808.6 I. 792.2

E X

" S A

N

(SEE 4/CP103

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title

Approved: Project Director

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

AE PROJECT NO.: 13923

ARCHITECT/ENGINEERS:

AE PROJECT NO.: 14394

ENGINEERING

Anderson Engineering of Minnesota, LLC 13605 1st Avenue North Suite 100 Plymouth, MN 55441 763-412-4000 (o) 763-412-4090 (f) www.ae-mn.com

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

: 222

ROADS & GROUNDS

BUILDING 222, FORT

SNELLING

618-17-100 on e ei gh th in ch =o ne fo ot on e qu ar te r i nc h= on e fo ot th re e ei gh th s in ch

=o ne fo ot on e ha lf in ch

=o ne fo ot th re e qu ar te rs in ch =o ne fo ot on e in ch =o ne fo ot on e an d on e ha lf in ch =o ne fo ot th re e in ch es =o ne fo ot

6"

6"

6" 6"

/3

0/

:5 3:

A

M C

:\U se rs \c du qu e\ D oc um en ts

\1

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_C du qu e.

rv t

CD SUBMITTAL

SCALE:1

EROSION CONTROL PLAN

1"=30'

N

REMOVE ANY/ALL SOIL TRACKED ONTO

ADJACENT PAVED SURFACES FROM THE

SITE. INSPECT DAILY AND REMOVE AS

NECESSARY.

DENOTES EROSION CONTROL DEVICE

INSTALLED UNDER PREVIOUS

CONTRACT. THE MONITORING,

MAINTENANCE OR REPLACEMENT OF

THIS EROSION CONTROL DEVICE IS

INCLUDED HEREIN.

3. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY AND NPDES PHASE II PERMITTING REQUIREMENTS AS WELL AS EROSION CONTROL MEASURES AS MAY BE SHOWN ON THESE PLANS OR SPECIFICATIONS. GRADING CONTRACTOR SHALL IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES AS MAY BE

REQUIRED TO PROTECT ADJACENT PROPERTY.

14. CONTRACTOR SHALL HAVE OPTION TO PROVIDE A TEMPORARY SEDIMENTATION BASIN ON SITE OR A PORTABLE CONTAINER FOR CONSTRUCTION WASH OUT USE. TEMPORARY BASIN SHALL BE LOCATED AS TO PROVIDE EASY ACCESS FOR CONSTRUCTION VEHICLES AND CONCRETE TRUCKS AS NECESSARY. CONCRETE WASHOUT REQUIRED FOR EQUIPMENT AND CONCRETE WASHING.

15. INLET SEDIMENTATION CONTROL IS TO BE PROVIDED TO ALL STORM SEWER CATCH BASINS THROUGHOUT CONSTRUCTION.

MEASURES APPLIED SHALL BE APPROPRIATE FOR EACH PHASE OF CONSTRUCTION.

6. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLANS ARE PROVIDED AS OF JUNE 2014. CONTRACTOR

TO FIELD VERIFY SITE CONDITIONS.

10. THE CONTRACTOR SHALL OBTAIN A NPDES II PERMIT FROM STATE OF MINNESOTA PRIOR TO GRADING ACTIVITY. ALL PERMIT FEES AND FINES PERTAINING TO STORMWATER MANAGEMENT INCLUDING THE WATERSHED, LOCAL, STATE, AND NATIONAL, ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

16. INSPECT EROSION CONTROL MEASURES ROUTINELY AND FREQUENTLY AND PER LOCAL STATE AND PERMIT REQUIREMENTS.

17. CONTRACTOR TO PROVIDE EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION ACTIVITY AND MODIFY ACCORDINGLY DURING CONSTRUCTION PHASING. ALL TEMPORARY EROSION CONTROL MEASURES TO BE REMOVED AFTER CONSTRUCTION.

13. THE WORK TO MAINTAIN CONFORMANCE WITH THE CITY AND NPDES ll PERMIT REQUIREMENTS SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STABILIZE SMALL CRITICAL AREAS, TO PREVENT OFF SITE SEDIMENTATION AND/OR TO COMPLY WITH PERMIT REQUIREMENTS. THE WORK MAY BE PREFORMED AT ANY TIME DURING THE CONTRACT AND DURING NORMAL WORKING HOURS. THIS WORK WILL BE CONDUCTED ON SMALL AREAS THAT MAY OR MAY NOT BE ACCESSIBLE WITH NORMAL EQUIPMENT.

THIS WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE MN DOT STANDARD SPECIFICATIONS,THE DETAILS SHOWN IN

THE PLANS, AND THE FOLLOWING:

THERE ARE FIVE STABILIZATION METHODS APPROVED FOR THESE OPERATIONS. THESE METHODS MAY BE CONDUCTED

INDEPENDENTLY OR IN COMBINATION.

METHOD #1 APPLY TYPE 1 MULCH AND DISC ANCHOR

METHOD #2 APPLY TYPE 1 MULCH AND TACK WITH TYPE 5 HYDRAULIC SOIL STABILIZER

METHOD #3 HYDROSPREAD SEED, FERTIILZER AND TYPE 5 HYDRAULIC SOIL STABILIZER

METHOD #4 HAND INSTALL SEED, FERTILIZER AND EROSION CONTROL BLANKET CATEGORY 3

METHOD #5 PLACE GEOTEXTILE AND RIP RAP IN VARIOUS CONFIGURATIONS

THESE EFFORTS WILL BE INCIDENTAL TO THE PROJECT.

12. ALL SOLID WASTE/ CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH FEDERAL & STATE REQUIREMENTS.

HAZARDOUS MATERIALS SHALL BE STORED/ DISPOSED OF IN COMPLIANCE WITH LOCAL REGULATIONS.

11. DEWATERING AND/OR BASIN DRAINING DISCHARGE SHALL BE DIRECTED TO SEDIMENTATION BASINS WHEREVER POSSIBLE. ALL DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION & SCOUR THROUGH USE OF APPROVED ENERGY

DISSIPATION DEVICES.

8. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY FROM PAVED ROADWAY SURFACES THROUGHOUT THE DURATION OF CONSTRUCTION. FACILITY MAINTENANCE ROADS SHALL ALSO BE MAINTAINED AND CLEAN. PAVED

ROADS WITH TRACKED SEDIMENT SHALL BE SWEPT DAILY WITH A PICK-UP STYLE BROOM.

5. ALL DISTURBED AREAS, EXCEPT AREAS TO BE PAVED AND/OR SPECIFICALLY DESIGNED BY A LANDSCAPE PLAN, SHALL BE COVERED WITH A MINIMUM 6" OF TOP SOIL. ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED AT THE PRESCRIBED RATES

WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED.

ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET OF ANY SURFACE WATER, MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR THE EXPOSED SOIL AREAS YEAR ROUND, ACCORDING TO THE

FOLLOWING TABLE OF SLOPES AND TIME FRAMES.

4. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE COR AFTER TURF ESTABLISHMENT. THE GRADING CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.

2. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, SEDIMENTATION BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE

FOLLOWING ORDER:

A. ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEET.

B. SILT FENCE.

C. COMMON EXCAVATION AND EMBANKMENT (GRADING)

D. SEED AND MULCH OR SOD.

E. BIO-ROLL BARRIERS, EROSION CONTROL BLANKETS, AND DITCH CHECKS IN FINISHED GRADED AREAS.

F. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK.

TYPE OF SLOPE TIME*

STEEPER THAN 3:1 7 DAYS

10:1 TO 3:1 14 DAYS

FLATTER THAN 10:1 14 DAYS

*MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED.

7. CONTRACTOR'S GRADING AND EROSION CONTROL OPERATIONS SHALL TAKE PLACE WITHIN THE CONSTRUCTION LIMITS.

9. PROVIDE TEMPORARY SEDIMENTATION BASIN AS DIRECTED BY THE ENGINEER.

STORM WATER POLLUTION PREVENTION PLAN SCHEDULE OF INSTALLATION & MAINTENANCE

ITEM INSTALLATION INSPECTION & MAINTENANCE REMOVAL

SILT FENCE PRIOR TO COMMENCE INSPECT & MAINT. AFTER AFTER TRIBUTARY

OF EARTHWORK EACH RUN-OFF EVENT. DRAINAGE AREA

OPERATIONS. REMOVE SEDIMENTS AS IS RESTORED.

REQUIRED.

ROCK CONST. PRIOR TO ANY INSPECT REGULARLY. PRIOR TO PAVING OR AFTER

ENTRANCE EARTHWORK MAINTAIN AS NEEDED. CONSTRUCTION ACTIVITIES.

OPERATIONS VERIFY WITH COR.

LANDSCAPE AFTER FINAL GRADING INSPECT REGULARLY. NONE

SOD OPERATIONS MAINTAIN AS NEEDED.

INLET PRIOR TO COMMENCE WHEN 1/3 CAPACITY AFTER TRIBUTARY

PROTECTION OF EARTHWORK OF BMP IS REACHED DRAINAGE AREAS

OPERATIONS ARE FULLY RESTORED.

1. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION WHERE UTILITIES ARE LOCATED BY STATE ONE-CALL SERVICE. THE

CONTRACTOR SHALL EMPLOY A LOCATOR AT OWN EXPENSE.

STORM WATER POLLUTION PREVENTION PLAN NOTES:

SILT FENCE

ROCK CONSTRUCTION ENTRANCE

AT CATCH BASINS AS SHOWN

BIO-ROLL (SEDIMENT BARRIER)

KEY NOTES

CATCH BASIN INLET

PROTECTION, TYP.

(REFERENCE ONLY)

GENERAL NOTES

1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY

ANDERSON ENGINEERING OF MN, LLC, DATED MAY 29, 2015.

2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS

INCLUDING ALL ELEVATIONS AND LOCATIONS OF EXISTING

PUBLIC AND PRIVATE UTILITIES, AND NOTIFY ENGINEER OF

ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION.

3. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO

REMAIN UNLESS NOTED OTHERWISE.

4. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING

IMPROVEMENTS, LANDSCAPING, STRUCTURES, AND

UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR

ANY DAMAGE AT OWN EXPENSE.

5. ANY WORK PERFORMED OUTSIDE THE PROPERTY

BOUNDARIES MUST BE APPROVED BY OWNER AND ALL

REGULATING GOVERNMENT AGENCIES AND APPROPRIATE

PERMITS MUST BE OBTAINED.

6. ITEMS LABELED "REFERENCE ONLY" WERE INSTALLED

UNDER PREVIOUS CONTRACT. REPAIR, REPLACE OR

OTHERWISE MAINTAIN AS NEEDED.

FENCE

ELECTRIC BOX

LIGHT POLE

HYDRANT

SIGN

MANHOLE

GUARD POST

UNDERGROUND ELECTRIC

AIR CONDITIONER

ELECTRIC MANHOLE

CONIFEROUS TREE

DECIDUOUS TREE

GAS METER

SANITARY MANHOLE

ROOF DRAIN / DOWNSPOUT

GAS MAIN

TELEPHONE

WATER VALVE

CATCH BASIN

COMMUNICATION JUNCTION BOX

TELEPHONE MANHOLE

SANITARY SEWER

WATER MAIN

STORM SEWER

LEGEND

SANITARY SEWER (PRIOR CONTRACT)

STORM SEWER (PRIOR CONTRACT)

STRUCTURE (PRIOR CONTRACT)

INLET PROTECTION

ROCK CONSTRUCTION

ENTRANCE 4/CG103 SILT FENCE TYP.

RIPRAP FLUME

SEE DETAIL 7/CG103

BIO-ROLL TYP.

SEE 3/CG103

CG102

EROSION CONTROL PLAN

RLS JAF 7 2003/06/2017

APROX. LOCATION OF

CONC. WASHOUT.

DETAIL 5/CG103

ROCK CONSTRUCTION

ENTRANCE 4/CG103

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title

Approved: Project Director

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

Office of

Construction and Facilities

Management

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

AE PROJECT NO.: 13923

ARCHITECT/ENGINEERS:

AE PROJECT NO.: 14394

ENGINEERING

Anderson Engineering of Minnesota, LLC 13605 1st Avenue North Suite 100 Plymouth, MN 55441 763-412-4000 (o) 763-412-4090 (f) www.ae-mn.com

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

: 222

ROADS & GROUNDS

BUILDING 222, FORT

SNELLING

618-17-100 on e ei gh th in ch =o ne fo ot on e qu ar te r i nc h= on e fo ot th re e ei gh th s in ch

=o ne fo ot on e ha lf in ch

=o ne fo ot th re e qu ar te rs in ch =o ne fo ot on e in ch =o ne fo ot on e an d on e ha lf in ch =o ne fo ot th re e in ch es =o ne fo ot

6"

6"

6" 6"

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0/

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CD SUBMITTAL

ENGINEERING FABRIC

6 INCH MINIMUM

6 INCH MINIMUM

NATURAL

SOIL

TYPICAL INSTALLATION

2'

MIN.

NOTE:

-DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE

MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD

POSTS WITH STAPLES.

FABRIC ANCHORAGE

TRENCH BACKFILL WITH

TAMPED NATURAL SOIL

WIRE MESH

REINFORCEMENT

(OPTIONAL)

METAL OR

WOOD POST

OR STAKE

DIRECTION OF

RUNOFF FLOW

2 EACH

DUMP STRAPS

SILTSACK

DUMP STRAP

DUMP STRAP

EXPANSION RESTRAINT

[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT WASHERS]

1" (25 mm) REBAR

FOR BAG REMOVAL

FROM INLET

FLOW FLOW FLOW

" M

IN

STAKE SPACING

4' MAX.

STAGGER

JOINTS

TIGHTLY ABUT

ADJACENT…