D49_Site_Bid-Drawings_250711.pdf

SCHOOL DISTRICT 49

GROUNDS EXPANSION

SITE

10850 E WOODMEN RD

PEYTON, CO 80831

BID DOCUMENTS

JULY 11, 2025

INDEX OF DRAWINGS PROJECT TEAMVICINITY MAP

PROJECT DATA

OWNER

SCHOOL DISTRICT 49

10850 E WOODMEN RD,

PEYTON, CO 80831

719.491.3182

CONTACT:

BRUCE BROWN

BRUCE.BROWN@D49.ORG

ARCHITECT | INTERIOR DESIGN

DLR GROUP

523 S CASCADE, SUITE 100

COLORADO SPRINGS, CO 80903

719.634.0205

CONTACT:

JADEE HARSMA, AIA, LEED AP BD+C

JHARSMA@DLRGROUP.COM

DAVID RIGGS, AIA

DRIGGS@DLRGROUP.COM

CIVIL ENGINEER

KIOWA ENGINEERING

1604 S 21ST ST,

COLORADO SPRINGS, CO 80904

719.630.7342

CONTACT:

ANDY MCCORD

AMCCORD@KIOWAENGINEERING.COM

PROJECT ADDRESS: 10850 E WOODMEN RD.

PEYTON, CO 80831

PARCEL: 5301002006

PARCEL SIZE: 10.19 ACRES

LEGAL DESCRIPTION: LOT 2 LATIGO BUSINESS CENTER FIL NO 1

EXISTING LAND USE/

DEVELOPMENT: EXEMPT NONRESIDENTIAL LAND - POLITICAL SUBDIVISION

EXISTING ZONING

DISTRICT: EL PASO COUNTY

BARN GROSS

BUILDING SF: 10,063 SQUARE FEET

COVERED PARKING

GROSS BUILDING SF: 26,000 SQUARE FEET

E Woodmen RdE Woodmen Rd E Woodmen Rd

Woodmen Frontage RdWoodmen Frontage Rd

B en t G ra ss M ea do w s

D r

Bent Grass Meadows Dr

PROJECT SITE

F al co n

M ea do w s B lv d

Accipiter Dr

Tamlin Rd

Ta m lin R d

Rolling Thunder Way

Rolling Thunder W ay

Eastonville Rd

M er id ia n R d

M eridian Rd

Highway 2

Highway 2

Falcon Mkt Pl

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REVISIONS

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BID DOCUMENTS

COVER SHEET

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.ARCHITECTURAL.

AS1.1 ARCHITECTURAL SITE PLAN

.GENERAL.

G0.1 COVER SHEET

G1.1 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

.CIVIL.

C1.1 CIVIL PLAN SITE GRADING & EROSION CONTROL

C1.2 CIVIL PLAN SITE GRADING & EROSION CONTROL

C1.3 CIVIL PLAN SITE DETAILS

C1.4 CIVIL PLAN GRADING & EROSION CONTROL DETAILS

C1.5 WATER MAIN EXTENSION PLAN

C1.6 WATER MAIN EXTENSION PLAN

PR-1

PR-1 05.02.2025

GENERAL SYMBOLS

SIM

ROOM NAME

XXX-XX

DETAIL NUMBER

SHEET NUMBER

CROSS REFERENCE

WALL SECTION

SIMILAR OR TYPICAL

REFERENCE

DETAIL REFERENCE

BUILDING SECTION

SHEET NOTE

COLUMN GRID LINE

ROOM NUMBER/NAME

REVISION NUMBER

EARTH

GRAVEL

SAND

CONCRETE

PRECAST CONCRETE

STEEL

STONE

CONCRETE MASONRY UNIT

BRICK VENEER

LEVEL XX

XXX'-XX"

LEVEL ELEVATION

GYM FLOOR

WOOD

(CONTINUOUS BLOCKING)

WOOD

(NON-CONTINUOUS BLOCKING)

WOOD (TRIM/FINISH)

GLASS

SHINGLES

PLYWOOD (LARGE SCALE)

GYPSUM WALL BOARD

BLANKET INSULATION

RIGID INSULATION

SPRAY FOAM INSULATION

MINERAL WOOL INSULATION

PROTECTION BOARD

CARPET (LARGE SCALE)

ACOUSTIC TILE (LARGE SCALE)

TILE (LARGE SCALE)

REFERENCE KEYNOTE

XX A4.XX BUILDING ELEVATION

A12.X

XX

XX XX

XX

INTERIOR ELEVATION

100'-0"

TYP FF EL=

100'-0"

FINISH FLOOR

ELEVATION

SPOT ELEVATION

X

PROPERTY LINE

LOT LINE

EASMENT LINE

BUILDING LINE, EXISTING

BUILDING LINE, NEW W/DOOR

OPENING AND STRUCTURAL STOOP

PRIMARY CONTOUR, EXISTING

PRIMARY CONTOUR, NEW

SECONDARY CONTOUR, EXISTING

SECONDARY CONTOUR, NEW

SLOPE, PAVEMENT

DRAINAGE DITCH OR SWALE

STREET CENTERLINE

CURB, THICKENED EDGE

CURB, EXISTING

CURB, NEW

PAVING CONTRACTION JOINT

PAVING KEYED CONSTRUCTION JOINT

PAVING TIED CONSTRUCTION JOINT

PAVING EXPANSION JOINT

FENCE, SECURITY

FENCE, BARBED WIRE

FENCE, CHAIN LINK

FENCE, WOOD

SEED LIMIT

SOD LIMIT

FOUNDATION DRAIN, NON-PERFORATED

FOUNDATION DRAIN, PERFORATED

SUBDRAIN, PERFORATED

SANITARY SEWER

FORCE MAIN

WATER

FIRE

GAS

HIGH PRESSURE STEAM

MEDIUM PRESSURE STEAM

LOW PRESSURE STEAM

UNDERGROUND ELEC/TELEPHONE

OVERHEAD POWER

LAWN SPRINKLER HOT LINE

LAWN SPRINKLER LATERAL

1% SLOPE

DOWN

KCJ

KCT

EJ

xx xx xx xx x x x x

FD

S

FM

W

F

G

HPS

MPS

LPS

UGE/UGT

OHP

HOT

LAT

AREA INLET

CURB INLET

MANHOLE

HEAD WALL

FLARED END

CLEAN OUT

CAP

THRUST BLOCK

VALVE

POST INDICATOR VALVE

REDUCER

FIRE HYDRANT

POWER POLE

LIGHT POLE

TELEPHONE MANHOLE

TELEPHONE BOX

SPRINKLER HEAD, 360°

SPRINKLER HEAD, 270°

SPRINKLER HEAD, 180°

SPRINKLER HEAD, 90°

QUICK COUPLING

TREE, EXISTING DECIDUOUS

TREE, EXISTING CONIFER

SHADE TREE

ORNAMENTAL TREE

DECIDUOUS TREE

SHRUB

CLIPPED SHRUB

X'

X"

QC

FH

PIV

CO

SITE SYMBOLS

FD

PSD

GENERAL NOTES

A. GENERAL NOTES APPLY TO ALL SHEETS.

B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE

OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES,

OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.

C. INCLUDE ALL OWNER-FURNISHED AND INSTALLED ITEMS AND

OWNER-FURNISHED AND CONTRACTOR-INSTALLED ITEMS IN

THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE

WITH THE OWNER TO ACCOMMODATE THESE ITEMS.

D. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE

MECHANICAL CONTRACTOR.

E. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH

PENETRATION FIRE STOPPING MATERIAL AS REQUIRED TO

ACHIEVE THE RESPECTIVE FIRE-RESISTANCE RATING AND

SMOKE STOPPAGE. SEE SPECIFICATION SECTION 078413.

F. COORDINATE WITH MECHANICAL AND ELECTRICAL

CONTRACTORS THE SIZE AND LOCATION OF EQUIPMENT PADS

SHOWN ON PLANS.

G. FIRE-RESISTANCE-RATED ENCLOSURES AROUND ALL STEEL

COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE

OF FLOOR OR ROOF DECK ABOVE FOR EACH LEVEL.

H. CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY. SEE

DRAWING FOR QUANTITIES AND LOCATION OF WORK. SEE

SPECIFICATIONS FOR QUALITIES AND CONDITIONS OF WORK.

I. WORK: ALL ASPECTS OF THE WORK AND ITEMS NOT

SPECIFICALLY MENTIONED, BUT NECESSARY TO MAKE A

COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED AND

INDICATED IN THE CONTRACTOR'S BID.

J. GENERAL SHEET NOTES ONLY APPLY TO PARTICULAR

DRAWING OR SERIES OF DRAWINGS.

K. NO ASBESTOS OR PCB CONTAINING MATERIALS SHALL BE USED

ON THIS PROJECT.

L. DO NOT SCALE DRAWINGS. DIMENSIONS NOTED PREVAIL.

NOTIFY ARCHITECT IN CASE OF DISCREPANCY.

M. HORIZONTAL AND VERTICAL DIMENSIONS ARE MINIMUM

DIMENSIONS. CLEARANCES ARE GIVEN TO FINISH SURFACES.

GC TO VERIFY ALL CLEARANCES. NOTIFY ARCHITECT IN CASE

OF DISCREPANCY.

ARCHITECTURAL SYMBOLS

XX/ A11.X

XX. X. XX

CASEWORK ELEVATION

DOOR NUMBER

EXTERIOR WINDOW /

CURTAIN WALL NUMBER

WALL TYPE

A110

A124

XX/ A11.X XXXX

XX

XX

APC-1

9' - 0"

CEILING TYPE

CEILING HEIGHT

CEILING TYPE

INTERIOR WINDOW

NUMBER

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REVISIONS

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BID DOCUMENTS

GENERAL NOTES,

SYMBOLS AND

ABBREVIATIONS

G1.1

E

W O

O D

M E

N R

D P

E Y

T O

N C

O

C E

N T

R A

L O

F F

IC

E

GENERAL ABBREVIATIONS

# NUMBER

& AND

@ AT

ADA AMERICANS WITH DISABILITY ACT

ADDN ADDITION OR ADDITIONAL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BLDG BUILDING

BSMT BASEMENT

CL CENTER LINE

CLG CEILING

CM CENTIMETER

CONC CONCRETE

CONN(S) CONNECTION(S)

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT(OR)

CTR CENTER

D DEPTH

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DIA DIAMETER

DIM DIMENSION

DIV SPECIFICATION DIVISION

DN DOWN

DTL DETAIL

DWG(S) DRAWING(S)

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EL ELEVATION

ELEC ELECTRICAL

ENG ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EXST EXISTING

EXT EXTERIOR

FIN FINISHED

FL FLOOR

FT FEET

FUT FUTURE

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

H HEIGHT

HORIZ HORIZONTAL

HT HEIGHT

i.e. THAT IS

IBC INTERNATIONAL BUILDING CODE

IN INCH

INT INTERIOR

LB(S) POUND(S)

M METER

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

OVHD OVERHEAD

PAR PARALLEL

PENT PENTHOUSE

PLYWD PLYWOOD

QTY QUANTITY

REQ(D) REQUIRE(D)

REV REVISION(S)

RM ROOM

RND ROUND

S SOUTH

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SYM SYMETRICAL

TEMP TEMPORARY

TYP TYPICAL

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITHOUT

ARCHITECTURAL ABBREVIATIONS

A/E ARCHITECT/ENGINEER

AB AIR BARRIER

ABS ASBESTOS

ACC ADA ACCESSIBLE

ACR ACRYLIC

ACT ACOUSTIC CEILING TILE

AD ACCESS DOOR

ADJ ADJUSTABLE

ADJT ADJACENT

ADMIN ADMINISTRATION

AEC AUTOMATED EXTERNAL DEFIBRILLATORS

AL ALUMINUM

ALUM ALUMINUM

AP ACCESS PANEL

APC ACOUSTIC PANEL CEILING

ASPH ASPHALT

AUTO AUTOMATIC

AVG AVERAGE

AWP ACOUSTIC WALL PANEL

B.O. BOTTOM OF

BCS BABY CHANGING STATION

BD BOARD

BLK BLOCK

BLKG BLOCKING

BLKHD BULKHEAD

BM(S) BEAM(S)

BOT BOTTOM

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BT BATHTUB

BTWN BETWEEN

CAB CABINET

CBD CHALKBOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CLEAR FLOAT GLASS

CGD CORNER GUARD

CI CAST IRON

CIG CLEAR INSULATING GLASS

CIP CAST IN PLACE

CJ CONTROL JOINT

CJA CONTROL JOINT ABOVE

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COM COMMON

COMB COMBINATION

COMM COMMUNICATIONS

COMPR COMPRESSIBLE

CONF CONFERENCE

CONFIG CONFIGURATION

CORR CORRIDOR

CP COVER PLATE

CPT CARPET

CR CHAIR RAIL

CS COUNTERSINK

CSTJ CONSTRUCTION JOINT

CSWK CASEWORK

CT CERAMIC TILE

CTG CLEAR TEMPERED FLOAT GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

CU COPPER

CU COMBINATION UNIT

CV CONDOM VENDOR

CY CUBIC YARD

CYL CYLINDER

DB DECIBEL

DBL DOUBLE

DC DUST COLLECTOR

DEPR DEPRESS(ION)(ED)

DEPT DEPARTMENT

DET DETENTION

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DIAG DIAGONAL

DPFG DAMPROOFING

DR DOOR

DSN DOWNSPOUT NOZZLE

DW DISHWASHER

DWL(S) DOWEL(S)

DWR DRAWER

EB EXPANSION BOLT

EE EACH END

EEW EMERGENCY EYE WASH

EEWS EMERGENCY EYE WASH SHOWER

EFF EFFICIENCY

EJ EXPANSION JOINT

ELAS ELASTOMERIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

ERF EPOXY RESIN FLOORING

EUI ENERGY USE INTENSITY

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXP EXPOSED

F FABRIC

F.O. FACE OF

FAB FABRICATE(D)

FB FACE BRICK

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIX FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLG FLOORING

FLM FULL LENGTH MIRROR

FLUOR FLUORESCENT

FO FINISH OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPROOFING

FR FIRE RESISTANT

FRP FIBERGLASS REINFORCED PANEL

FRT FIRE RESISTANCE TREATED

FS FLOOR SINK

FSS FOLDING SHOWER SEAT

FTG FOOTING

FVC FIRE VALVE CABINET

FWC FABRIC WALL COVERING

G GROUT

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GD GARBAGE DISPOSAL

GEN GENERAL

GFA GROSS FLOOR AREA

GL GLUE LAMINATED

GL GLASS

GMP GUARANTEED MAXIMUM PRICE

GR GUARD RAIL

GR GRADE

GRS GALVANIZED RIGID STEEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HOLLOW CORE

HD HAND DRYER

HDF HIGH DENSITY FIBERBOARD

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HR HOUR

HR HANDRAIL

HS HARDWARE SET

HSS HOLLOW STRUCTURAL SHAPE

HVAC HEATING VENTILATING AND AIR CONDITIONING

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

IF INSIDE FACE

IIP INSULATED INFILL PANEL GLASS

IJ ISOLATION JOINT

IJS IN JOIST SPACE

INC INCLUDE(ING)

INSUL INSULATION

JAN JANITOR

JBE JOIST BEARING ELEVATION

JBX JUNCTION BOX

JCT JUNCTION

JFB JOINT FILLER BOARD

JST JOIST

JT JOINT

KCJ KEYED CONSTRUCTION JOINT

KD KNOCKDOWN

KH KITCHEN HOOD

KIT KITCHEN

L ANGLE

LAB LABORATORY

LAM LAMINATED

LAV LAVATORY

LBR LUMBER

LDG LOADING

LF LINEAR FOOT

LG LENGTH (LONG)

LG LAMINATED GLASS

LIN LINEAR

LINO LINOLEUM

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LSC LIFE SAFETY CODE

LTG LIGHTING

LV LOUVER

LVT LUXURY VINYL TILE

MAG MAGNETIC

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MB MOP BASIN

MBD MARKER BOARD

MBH MOP/BROOM HOLDER

MC MEDICINE CABINET

MEMB MEMBRANE

MH MANHOLE

MR/S MIRROR WITH SHELF

MTD MOUNTED

MTG MOUNTING

MUL MULLION

NC NOISE CRITERIA

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NOM NOMINAL

O to O OUT TO OUT

OA OVERALL

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OPPOSITE HAND

OPG(S) OPENING(S)

OSHA OPERATIONAL SAFETY AND HEALTH ADMINISTRATION

OTB OPEN TO BELOW

OVFL OVERFLOW

P PAINT

PAN B PANIC BOLT

PB PARTICLE BOARD

PC PRECAST CONCRETE

PCD PAPER CUP DISPENSER

PCT PORCELAIN CERAMIC TILE

PD PANIC DEVICE

PERF PERFORATED

PERP PERPENDICULAR

PG PATTERN GLASS

PIC PORTABLE INSTRUMENT CONNECTION

PIG PATTERN INSULATING GLASS

PL PLATE

PL PROPERTY LINE

PL PLASTIC LAMINATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT(OR) (ION)

PS PROJECTION SCREEN

PT POINT

PT POINT OF TANGENCY

PTD PAPER TOWEL DISPENSER

PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWL SOUND POWER LEVEL

QGV QUAD GAS VALVE

QT QUARRY TILE

QTR RND QUARTER ROUND

R RISER

RAD RADIUS

RB RUBBER BASE

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REM REMOVABLE

RESIL RESILIENT

RF RESILIENT FLOORING

RF RUBBER FLOOR

RFM RECESSED FLOOR MAT

RH ROBE HOOK

RI&C ROUGH IN AND CONNECT

S SINK

SAT SPRAYED ACOUSTIC TREATMENT

SAW SOUND ABSORBING WALL UNITS

SB SPLASH BLOCK

SC SOLID CORE

SC SHOWER CURTAIN

SCD SEAT COVER DISPENSER

SCH SHOWER CURTAIN HOOK

SCR SHOWER CURTAIN ROD

SCT STRUCTURAL CLAY TILE

SD SOAP DISPENSER

SECY SECRETARY

SF SQUARE FEET

SG SPANDREL GLASS

SG SPECIALTY GLASS

SGL SINGLE

SGV SINGLE GAS VALVE

SH SHOWER

SHM SECURITY HOLLOW METAL

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPOSAL

SNV SANITARY NAPKIN VENDOR

SO SENSOR OPERATED

SPL SOUND PRESSURE LEVEL

SQ SQUARE

SR SURFACE MOUNTED ELECTRICAL RACEWAY

SS SOLID SURFACE

SSA STORM SHELTER AREA

SSM SOLID SURFACE

SSS STAINLESS STEEL SHELF

SST STAINLESS STEEL

ST STONE

ST STAIR

STAG'D STAGGERED

STC SOUND TRANSMISSION CLASS

STGR STRINGER

SUBFL SUBFLOOR

SUL SULPHUR

SURF SURFACE

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SVF SERVICE FIXTURE

SVG SERVICE FIXTURE GROUP

T TREAD

T&G TONGUE AND GROOVE

T.O. TOP OF

TAN TANGENT

TB TOWEL BAR

TBD TACK BOARD

TCP TOILET COMPARTMENT PARTITION

TERR TERRAZZO

TFG TINTED FLOAT GLASS

TG TEMPERED GLASS

TH THRESHOLD

THK THICK(NESS)

TI TENANT IMPROVEMENT

TIG TINTED INSULATING GLASS

TMR TILT MIRROR UNIT

TOIL TOILET

TOP TOP OF PAVING

TRANS TRANSVERSE

TT TERRAZZO TILE

TTD TOILET TISSUE DISPENSER

TTG TINTED TEMPERED FLOAT GLASS

TTIG TINTED TEMPERED INSULATING GLASS

TW TACK WALL

UL UNDERWRITERS LABORATORIES

UR URINAL

US UTILITY SHELF

UTIL UTILITY

VB VAPOR BARRIER

VB VINYL BASE

VCB VENTED COVE BASE

VF VINYL FLOOR

VOC VOLITILE ORGANIC COMPOUND

VOL VOLUME

VP VENEER PLASTER

VT VINYL TILE

VWC VINYL WALL COVERING

W WIDE

WB WALL BASE

WC WATER CLOSET

WC WALL COVERING

WCL WATER CLOSET/LAVATORY COMBINATION

WD WOOD

WDF WOOD FLOORING

WDW WINDOW

WG POLISHED WIRE GLASS

WI WROUGHT IRON

WOM WALK OFF MAT

WR WASTE RECEPTACLE

WRB WEATHER RESISTANT BARRIER

WW WARM WHITE

WWF WELDED WIRE FABRIC

YD YARD

LEGENDLEGEND

4'-W ide C oncrete Vee-Pan Sw ale 6" C onc.

4'-W ide C oncrete Vee-Pan 1" D epression / 6" C onc.

Transition 4' Pans to 8' Pan

.9

-2.8%

-3.9%

-2.9%

-3.3%

2.5%

-3.3%

-5.0%

.7

3.2%

-5.7%

-5.2%

-4.

3%

-3.0

-2.7%

-3.0%

-2.

3%

-2.9% .9

-6.5%

-4.1%

-2.4%

-3.4%

.4

.7

.4

.2

3.1%

-1.7%

-1.5%

-2.1%

-2.0%

-2.6%

-2.2%

-3.3%

-2.8%

-3.1%

-2.0

-2.6%

3.8%

3.4%

.1

.0

.2

.7

.4

.0

.9

.2

.5 % -4.7%

.1

-5.1%

-2.3%

-1.7%

-2.0%

-2.4%

-2.5%

-3.0%

-2.6%

-3.7%

-3.7%

.0

-0.7%

-1.0%

-1.0%

-1.0%

-4.9%

.2

-1.6%

-1.6%

-3.0%

-2.3%

-2.3%

-3.5%

-4.7% -25.1%

-5.6%

-3.5%

-5.2

.6

.8

5.3%

-3.2%

-1.3%

-1.7%

-1.

8%

.0

-1.6%

-1.0%

-1.9%

-2.0%

0.5%

-2.6%

-1.3%

.8

.2

-6.2%

.9

-2.0%

-0.1%

-0.7%

-1.1%

-0.7%

-1.1%

-1.1%

.4

.0

.8

2.8%

-2.1%

-2.2%

-5.2%

-9.5%

.4

.3

-2.3%- 3.0%

-4.3%

-4.1%

-3.5%

-1.9%

-1.

9%

-4.4%

.5

-3.4%

.9

-2.0%

.3

.2

.7

-1.1%

.0

1.6%

-0.7%

-7.3%

-14.4%

.8

-3.2%

-7.5%

.5

.9

.1

.1

.8

.1

.1

.7 .6

2.8%

4.3%

5.6%

8.6%

.1

-1.4%

-0.6%

.7

-9.7%

-6.6%

-10.0%

-5.1%

-3.6%

-1.8%

-4.7%

-6.5%

3.0%

-3.6%

-5.5%

-2.5%

.8

.2

.2

.0

.0

.9

.4

.2

.0

.9

.4

.7

.7

.7

.9

.1

.6

.4

.1

.4

.9

.8

.4

.7

.0

.0

.0

.0

.0

.3

.3

.6

.3

.3

.1

.0

.8

.4

.8

.2

.9

.5 8 4 .8

.9

.8

.0

.1

.4

.1

.9

.8

.2

.7

.8

.5

.7

.5

.3

.5

.2

.0

.7

.5

.3

.8

.9

.1

.0

.6

.3

.6

.7

.6

.2

.3 4 3 .8

.9

.5

.7

.6

.3

.3

.7

.5

.3 .6

.8

.0

.0

.5

.7

.9

.5

.7

.3

.5

.6

.6

.5

.8

.5

.6

.1

.7

.8

.8

.0

.6

.1

.1

.8

.5

.3

.5

.6

.4

.4

.5

.5

.4

.7

.4

.0

.8

.3

.0

.7

.0

.2

.3

.4

.8

.8

.6

.5

.2

.2

.2

.7

.3

.1

.5

.2

.6

.9

.3

.7

.9

.5

.9

.4

.6

.1

.6

.8

.7

.3

.6

.8

.0

.4

.3

.8

.8

.8

.0

.0

.7

.2

.3

.9

.9

.8

.6

.6

.6

.1

.3

.6

.7

.9

.7

.0

.7

Broad Asphalt Swale

200 s.f.

Sed. Trap.

W attles

50' Level Spreader and/or 3 Curb Chases (Release to Public Roadway Flowline)

Wattles

Wattles

200 s.f.

Sed. Trap. 200 s.f.

Sed. Trap.

W attles

W attles

Check Dam

Check Dam

Check Dam x

LP

x

LP

x

LP

x LP x

LP

Wattles x

LP

x LPx

LP

Wattles

6,000 s.f.

Ex. Landscape Island

(to rem ain)

Seeding & Mulching Seeding & Mulching

Broad Asphalt Swale

N ew

4'∅ Puvlic M

H Rim

6901.0

N ew

Area Inlet Grate

6902.0

Connect to Rear Side of Ex.

Public Curb Inlet

300' of Vertical Cheek W all (6-15")

(485 Face Feet to Bottom of Cocrete)

W attles

W attles

Wattles

!Caution!

Elec. Xing

!Caution!

Elec. Xing

!Caution!

Elec. Xing

!Caution!

Elec. Xing

New Public 35 LF

18" RCP Pipe

N ew

4 LF

18" RCP Pipe

Trans. to 6' Vee-Pan w/ 2" Depression

Broad Asphalt Swale

200 s.f.

Sed. Trap.

W attles

2,000 s.f. Landscape Shallow

Depression (12" M ax Depth)

Form Shallow Meandering Swale

Optional Shade Trees)

W attles

Wattles

W attles

Wattles Wattles

300 s.f.

Sed. Trap.

200 s.f.

Sed. Trap.

W attles

Check Dam

Check Dam

Check Dam x x

LP

x

W attles xLP

Wattles

1,250 s.f. Landscape Shallow Depression

(Perc. Zone w Shade Trees) x

LP

x LPx

LP

5,000 s.f.

Landscape Island

(Perc. Zone) (Optional Shade Trees)

7,000 s.f.

Ex. Landscape Island

(to rem ain)

Seeding & Mulching Seeding & Mulching

Broad Asphalt Swale

W attles

!Caution!

Elec. Xing

Ex Area Inlet

!Caution!

Elec. Xing

12,000 s.f.± Stabilized Mulch (i.e. Aggregate)

4'-W ide C oncrete Vee-Pan 6" C onc.

x LP

7,000 s.f. Landscape Island (Perc. Zone &

Optional Shade Trees)

W attles

!Caution!

Elec. Xing

4'-W ide C oncrete Vee-Pan 1" D epression / 6" C onc.

Wattles

Proposed Building Area

See C heek W all D etail Sheet C

1-3 8" W idth and 12" Bury D epth

.6

.1

.9

.0

.4

.4

.4

.4

.3

.5

.8

Cut/Fill Summary Name vol-s vol

Totals

Cut Factor

1.000 1.000

Fill Factor

1.000 1.200

2d Area

149375.00 Sq. Ft.

163899.55 Sq. Ft.

313274.55 Sq. Ft.

Cut

795.57 Cu. Yd.

4064.95 Cu. Yd.

4860.52 Cu. Yd.

Fill

318.40 Cu. Yd.

4536.21 Cu. Yd.

4854.61 Cu. Yd.

Net

477.17 Cu. Yd.<Cut>

471.26 Cu. Yd.<Fill>

5.92 Cu. Yd.<Cut>

GRAPHIC LEGEND

Pervious Surface such as 3/4" Angular Aggregate Rock (Mulch)

Proposed Building

Proposed Storage Pile

Heavy Wattles

Existing 3" Inter. Contour

Existing 1' Index Contour

Property Line

Existing Runoff Flowline

Basin Ridge Boundary

Ex. or New Flow Dir. & Slope

Ex. or New Spot Elevation

New Vee-Pan

Sediment Trap Zone

Pervious Surface: Landscape Swale or Shallow Depression (Seed & Mulch)

D

LR

G ro up

Site Grading & Erosion Control

G R

AD

IN

G

E R

O

SI

O N

C O

N

TR

O L

PL

AN

(S ou th H al f)

SCALE: 1"=20'

0 20' 40'

Kiowa: 23051

K io w a

E n g in e e r in g C o r p o r a ti o n

S o u th s t

S tr e e t C o lo ra d o S p ri n g s C o lo ra d o

(7

-7

D

LR

G ro up

REVISIONS

A B C D E F

7/

/2

:0 4:

A

M

Au to de sk

D oc s:

//3

7-

8-

D

G ro un d Ya rd P ro je ct /3

7-

8-

_D

_A

R -S ite _2

2.

rv t

37-24108-00

07.11.2025

D4

CE

NT

RA

L

OF

FI

CE

G

RO

UN

DS

CIVIL PLAN

C1.1

E

W O

O D

M

EN

R D

FA

LC

O

N , C

O

Note:

Contractor Shall Arrange a preconstruction meeting with The Owner (District 49), Architect & Engineer at least One Week prior to construction activities.

BID

DOCUMENTS

IN LIEU OF

CONSTRUCTION

DOCUMENTS

7/15/2025

Material Piles

Material Hopper

Covered Parking

FFE=6919.00

New Barn

FFE=6917.00

4'-W ide C oncrete Vee-Pan Sw ale 6" C onc.

.9

-2.8% -3.0

-2.5%

-1.8% -2.7%

-3.9%

-2.7%

-2.0%

-2.9%

-3.3%

2.5%

-3.1%

-3.3%

-4.2%

-5.3%

-7.6%

-2.7%

-3.3%

-5.0%

-3.0%

-2.1%-2.8%

.7

3.2%

-5.7%

-5.2%

-4.

3%

-3.0

-2.7%

-3.0%

-2.9% .9

-6.5%

-4.1%

-2.4%

-3.4%

3.1%

-1.7%

-2.3% 4.1%

-2.5% .0

-2.6% .9

.0

-0.5%

-1.8%

-5.8%

-1.3%

-3.1%

-3.1%

-2.1%

-2.2% - .4

.3

.8

-3.1%

.7

-3.2%

-5.2%

-4.2%-3.9%

-6.5%

3.0%

-3.6%

-5.5%

-2.5%

.8

.2

.2

.0

.0

.9

.4

.7

.0

.0

.3

.9

.1

.0

.6

.3

.5

.5

.9

.4

.6

.1

.6

.8

.7

.3

.8

.8

.8

.6

.6

.6

.3

.9

.7

50' Level Spreader and/or 3 Curb Chases (Release to Public Roadway Flowline)

2,500 s.f.

Side Lot Swale

(Plantings Optional)

200 s.f.

Sed. Trap.

x

LP

x LP

Wattles

W attles

Wattles

Wattles

300' of Vertical Cheek W all (6-15")

(485 Face Feet to Bottom of Cocrete)

W attles

W attles

Wattles

!Caution!

Elec. Xing

!Caution!

Elec. Xing

2,500 s.f.± Landscape Island Receiving Pervious Area for Roof Flows

3,000 s.f.± Stabilized M ulch (i.e. Aggregate)

Side Lot Swale (Plantings Optional)

6,000 s.f. Landscape Islands (Shallow Percolation Zones

Optional Shade Trees)

4,000 s.f.

Landscape Island

Form Shallow Meandering Swale (Perc. Zone

Optional Shade Trees)

Wattles

300 s.f.

Sed. Trap.

200 s.f.

Sed. Trap.

x xx LP

LP

LP

x

Wattles

W attles

W attles

W attles

W attles

W attles

Wattles

WattlesWattles Wattles

W attles

2,500 s.f.± Landscape Island Receiving Pervious Area for Roof Flows

3,000 s.f.± Stabilized M ulch (i.e. Aggregate)

WattlesWattles

4'-W ide C oncrete Vee-Pan 6" C onc.

250 s.f

250 s.f

250 s.f

250 s.f

7,000 s.f. Landscape Island (Perc. Zone &

Optional Shade Trees)

W attles

Wattles

Proposed Building Area

See C heek W all D etail Sheet C

1-3 8" W idth and 12" Bury D epth

Cut/Fill Summary Name vol-s vol

Totals

Cut Factor

1.000 1.000

Fill Factor

1.000 1.200

2d Area

149375.00 Sq. Ft.

163899.55 Sq. Ft.

313274.55 Sq. Ft.

Cut

795.57 Cu. Yd.

4064.95 Cu. Yd.

4860.52 Cu. Yd.

Fill

318.40 Cu. Yd.

4536.21 Cu. Yd.

4854.61 Cu. Yd.

Net

477.17 Cu. Yd.<Cut>

471.26 Cu. Yd.<Fill>

5.92 Cu. Yd.<Cut>

W attles

W attles

.0

.5

.2

.5

.4

.4

.1

.9

.4

.1

.4

.8

.3

.9

.3

.9

.6

.7

.1

.9

.1

.1 .3

.5

.9

.5

.0

.3

.8

.7

.7

.0

.9

.0

.8

.7

.5

.5

.0

.3 4 1 .9

.5

.8

.7

.3

.9

.2

.4

.9

.3

.5

.2

.4

.6

.0

.5

.8

.3

.8

.2

.7

.3

.7

.2

.6

.4

.4

.4

.5

.4

.0

.6

.3

.5

.2

.1

.7

.5

.1

.8

.3

.9

.0

.8

.9

.4

.0

.8

.2

175' of Vertical Cheek W all (6-24")

(320 Face Feet plus footing)

.9

GRAPHIC LEGEND

Pervious Surface such as 3/4" Angular Aggregate Rock (Mulch)

Proposed Building

Proposed Storage Pile

Heavy Wattles

Existing 3" Inter. Contour

Existing 1' Index Contour

Property Line

Existing Runoff Flowline

Basin Ridge Boundary

Ex. or New Flow Dir. & Slope

Ex. or New Spot Elevation

New Vee-Pan

Sediment Trap Zone

Pervious Surface: Landscape Swale or Shallow Depression (Seed & Mulch)

SCALE: 1"=20'

0 20' 40'

Site Grading & Erosion Control

G R

AD

IN

G

E R

O

SI

O N

C O

N

TR

O L

PL

AN

(N or th H al f)

Kiowa: 23051

K io w a

E n g in e e r in g C o r p o r a ti o n

S o u th s t

S tr e e t C o lo ra d o S p ri n g s C o lo ra d o

(7

-7

REVISIONS

A B C D E F

7/

/2

:0 4:

A

M

Au to de sk

D oc s:

//3

7-

8-

D

G ro un d Ya rd P ro je ct /3

7-

8-

_D

_A

R -S ite _2

2.

rv t

37-24108-00

07.11.2025

D4

CE

NT

RA

L

OF

FI

CE

G

RO

UN

DS

CIVIL PLAN

C1.2

E

W O

O D

M

EN

R D

FA

LC

O

N , C

O

D

LR

G ro up

Note:

Contractor Shall Arrange a preconstruction meeting with The Owner (District 49), Architect & Engineer at least One Week prior to construction activities.

Ex. Conc Charging IslandsEx. Conc Charging Islands

Ex. Conc Charging Islands

Ex. Conc Pedestal

Ex.

Trans-form er

BID

DOCUMENTS

IN LIEU OF

CONSTRUCTION

D

LR

G ro up

Site Details

G R

AD

IN

G

E R

O

SI

O N

C O

N

TR

O L

PL

AN

(N or th H al f)

Kiowa: 23051

K io w a

E n g in e e r in g C o r p o r a ti o n

S o u th s t

S tr e e t C o lo ra d o S p ri n g s C o lo ra d o

(7

-7

D

LR

G ro up

REVISIONS

A B C D E F

7/

/2

:0 4:

A

M

Au to de sk

D oc s:

//3

7-

8-

D

G ro un d Ya rd P ro je ct /3

7-

8-

_D

_A

R -S ite _2

2.

rv t

37-24108-00

D4

CE

NT

RA

L

OF

FI

CE

G

RO

UN

DS

CIVIL PLAN

C1.3

E

W O

O D

M

EN

R D

FA

LC

O

N , C

O

Storm Sewer Manhole Detail Type II

EPC STD. SD_3-2

Not To Scale

Side Lot Swale Section (Typ.)

Not to Scale Typical Level Spreader Details

Not to Scale Sedimentation Trap Detail (Typ)

Slotted Curb

Slotted Curb (If Needed)

Cheek Wall Section Detail

REVISIONS

07.11.2025

BID

DOCUMENTS

IN LIEU OF

CONSTRUCTION

LR

G ro up

Grading & Erosion Control Details

G R

AD

IN

G

E R

O

SI

O N

C O

N

TR

O L

PL

AN

(N or th H al f)

Kiowa: 23051

K io w a

E n g in e e r in g C o r p o r a ti o n

S o u th s t

S tr e e t C o lo ra d o S p ri n g s C o lo ra d o

(7

-7

D

LR

G ro up

REVISIONS

A B C D E F

7/

/2

:0 4:

A

M

Au to de sk

D oc s:

//3

7-

8-

D

G ro un d Ya rd P ro je ct /3

7-

8-

_D

_A

R -S ite _2

2.

rv t

37-24108-00

D4

CE

NT

RA

L

OF

FI

CE

G

RO

UN

DS

CIVIL PLAN

C1.4

E

W O

O D

M

EN

R D

FA

LC

O

N , C

O

REVISIONS

07.11.2025

BID

DOCUMENTS

IN LIEU OF

CONSTRUCTION

LR

G ro up

REVISIONS

A B C D E F

37-24108-00

D

G R

O U

N D

S

EX

PA

N

SI

O

N

Water Main Extension Plan

C1.6

E

W O

O D

M

EN

R D

C O

LO

R

AD

O

S

PR

IN

G

S, C

O

C O

VE

R

ED

P

AR

KI

N G

REVISIONS

07.11.2025

BID

DOCUMENTS

C1.5

LR

G ro up

REVISIONS

A B C D E F

37-24108-00

D

G R

O U

N D

S

EX

PA

N

SI

O

N

Water Main Extension Plan

C1.6

E

W O

O D

M

EN

R D

C O

LO

R

AD

O

S

PR

IN

G

S, C

O

C O

VE

R

ED

P

AR

KI

N G

REVISIONS

07.11.2025

BID

ST

ST

SN

ST

ST

E P

D S.

C O

C O

SN

SN

C O

C O

C O

D S.

D S.

D S.

AC

AC

AC

AC

AC

E P

D S.

AC

AC

D S.

E M.

T F

E P

E P

AC

E P

G M.

E P

AC

E P

E P

E P

E P

C O

C O

W T

C O

C O

D S.

D S.

D S.

D S.

E V.

AC

AC

E P

C O

C O

ELEC

E M.

E P

E V.

T F

C O

C O

C O

D S.

E P

E P

W M.

E V.

SN

SN

ST

ST

SN

SN

E P

E P

E P

E P

T F

E M.

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST P

O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

STP

O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

P O

ST

E P

E P

G M.

D S.

G P.

G P.

G P.

G P.

G P.

D W.

A N T

T N

T N

T N

T N

T N

T N T N

T N

T N

T

NT

N

F L

AG

P

OL

E

ST

E

E

E E

E

E

E

E V.

P O

ST

P O

ST

P O

ST

P O

ST

TF

F.O.V.

53' - 0" 32' - 0" 44' - 4" 80' - 0" 98' - 0" 50' - 0"

EXISTING

CENTRAL

OFFICE

EXISTING

WAREHOUSE/

TRANSPORTATION

AND SUPPORT

OFFICES

EXISTING

MODULAR

NEW BARN

COVERED

STORAGE

F U

T U

R E

M

A T

E R

IA

L

S T

O R

A G

E

CONCRETE BLOCKS TO

BE PLACED AROUND

MATERIAL ENCLOSURE

PERIMETER BY OWNER

MATERIAL

HOPPER BY

OWNER

ROCK MULCH. REFER

TO CIVIL DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

PROPERTY LINE

EXISTING FUEL PUMPS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

EXISTING PAVED PARKING LOT

EXISTING PAVED PARKING LOT

EXISTING LANDSCAPE AREA EXISTING LANDSCAPE AREA

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

SEED AND MULCH,

REFER TO CIVIL

DRAWINGS

EXISTING

LANDSCAPE

AREA

ROCK MULCH. REFER

TO CIVIL DRAWINGS

WOODMEN FRONTAGE ROAD

B E

N T

G R

A S

S M

E A

D O

W S

D R

IV

E

ROCK MULCH.

REFER TO CIVIL

DRAWINGS

ROCK MULCH.

REFER TO CIVIL

DRAWINGS

EXISTING STORAGE SHED

EXISTING UTILITY

EASEMENTS

EXISTING UTILITY

EASEMENTS

EXISTING BUILDING

SETBACK

EXISTING UTILITY

EASEMENT

EXISTING

ELECTRICAL

TRANSFORMER

EXISTING

ELECTRICAL

PANELS

EXISTING

ELECTRICAL

VAULT

EXISTING

ELECTRICAL

TRANSFORMER

EXISTING

ELECTRICAL

PANEL

EXISTING

ELECTRICAL

PANEL

EXISTING

ELECTRICAL

VAULT

EXISTING

ELECTRICAL

PANELS

EXISTING

ELECTRICAL

PANEL

EXISTING FENCE

EXISTING FENCE

EXISTING FENCE

BOLLARD, TYP. OF (4) AROUND

FIRE HYDRANT, REFER TO

BUILDING CONSTRUCTION

DRAWINGS FOR DETAIL

NEW FIRE HYDRANT, REFER TO

WATER PLAN. PROVIDE A MIN.

OF 3'-0" CLEARANCE ALL

AROUND FIRE HYDRANT.

BOLLARD, TYP.

OF (4) AROUND

FIRE HYDRANT,

REFER TO

BUILDING

CONSTRUCTION

DRAWINGS FOR

DETAIL

NEW FIRE

HYDRANT, REFER

TO WATER PLAN.

PROVIDE A MIN. OF

3'-0" CLEARANCE

ALL AROUND FIRE

HYDRANT.

PR-1

PR-1

MATERIAL

HOPPER BY

OWNER

CONCRETE BLOCKS TO

BE PLACED AROUND

MATERIAL ENCLOSURE

PERIMETER BY OWNER

EXISTING LIGHT

POLE TO REMAIN

EXISTING LIGHT

POLE TO REMAIN

EXISTING LIGHT POLES AND

BLOCK HEATERS TO REMAIN OR

BE REINSTALLED IN THIS ROW

WEST OF THE COVERED PARKING

AFTER ADJUSTING FOR THE

GRADING, REFER TO CIVIL AND

ELECTRICAL DRAWINGS

CONTRACTOR TO PATCH AND REPAIR

ASPHALT ROAD AT WATER MAIN

CONNECTIONS FOR NEW FIRE HYDRANT

LINES, REFER TO CIVIL DRAWINGS

GENERAL NOTES:

1. CONTRACTOR TO REMOVE CONCRETE

LIGHT POLE BASE AND POST FOR

BLOCK HEATERS WHERE ELECTRICAL

DRAWINGS INDICATE THE LIGHT

POLES AND BLOCK HEATERS ARE TO

BE REMOVED.

2. REMOVE EXISTING CONCRETE

SIDEWALKS WHERE GRADING IS TO

BE MODIFIED, REFER TO CIVIL

DRAWINGS

REMOVE TOWER,

REFER TO CIVIL

DRAWINGS

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

GRAVEL, REFER

TO CIVIL

DRAWINGS

7'

10' - 0"

2'

2'

2'

7'

CONCRETE APRON,

REFER TO CIVIL

DRAWINGS

16' - 4" 4' - 0"

1' - 2"

5'

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

5' - 0"

4'

4'

5' - 0"

16' - 4" 4' - 0"

1' - 2"

5'

2'

2'

2'

2'

7'

7'

2'

10' - 0"

10' - 0"

10' - 0"

CONCRETE

STOOP, REFER

TO CIVIL

DRAWINGS

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REVISIONS

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07.11.2025

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BID DOCUMENTS

ARCHITECTURAL

SITE PLAN

AS1.1

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SCALE: 1" = 40'-0"

SITE PLAN

PR-1 05.02.2025