8 PARKING STALLS

12 P

ARKI

NG

STA

LLS

8 PARKING STALLS

3 PARKING STALLS

11 P

ARKI

NG

STA

LLS

42 NEW PARKING STALLS 12 EXISTING PARKING STALLS

8 EXISTING PARKING STALLS

20 EXISTING PARKING STALLS

8'-0"

16'-6

"24

'-0"

18'-0

"

9'-6"

7'-0" 16'-6" 24'-0" 18'-6"

24'-0"

18'-0

"2'-

0"

16'-6" 27'-0" 12'-9 1/8"

H.C.H.C.

BIKE RACK

16'-6"

270sf

193sfBR

ICKY

ARD

ROAD

38' R

.O.W

.

PINE RIDGE ROAD56' R.O.W.

AVER

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REET

36' R

.O.W

.

EXISTING TRASH ENCLOSURE

5'-0"

PROPOSED METAL BUILDING8,939sf

EXISTING BUILDING7,987sf

(9) STREET TREES WITH ROCK MULCH AND BUSHES BETWEEN SIDEWALK AND STREET.

EXISTING DETACHED SIDEWALK.

EXISING LANDSCAPE ON EAST HALF OF SITE NOT SHOWN. ALL EXISTING LANDSCAPE TO REMAIN.

DETENTION POND

(3) TREES, SHRUBS & ROCK MULCH.

(5) DECIDUOUS TREES TO SHADE PARKING.

ROCK MULCH BETWEEN BUILDING & PARKING.

GYM ENTRANCE

OFFICE ENTRANCE

(2) TREES, SHRUBS & ROCK MULCH.

(3) EVERGREEN TREES.

DISTANCE BASED ON 30mph SPEED LIMIT260'-0"

VEHICLE @ STOP SIGN

SIGHT VISIBILITY LINE

CEN

TER

LIN

E -B

RIC

KYAR

D R

OAD

VEHICLE APPROACING

50' SIGHT TRIANGLE

112'-

6"

50'-0"

HATCHED AREA INDICATES 24' EVA

24'-0

"

TOTAL AREA OF THE PROPERTY: 67,312sf (1.5 ACRES)

BUILDING COVERAGE:EXISTING: 7,987sfPROPOSED: 8,939sfTOTAL: 16,926sf

PARKING LOT COVERAGE:EXISTING: 18,856sfDEMOLISHED: 6,216sfPROPOSED ADD'L: 13,458sfTOTAL: 26,098sf

TOTAL LANDSCAPE AREA:EXISTING: 14,914sfPROPOSED: 9,374sfTOTAL: 24,288sf

PARKING CALCULATIONS:EXISTING BLDG REQUIRED:

7,987SF OFFICE/STORAGE/MANUF BUILDINGTOTAL EXISTING: 20 stalls

PROPOSED BLDG REQUIRED:OFFICE AREA (1 stall per 300 gross SF): 970sf / 300 = 3 stallsGYM AREA (1 stall per 250 gross SF): 9708sf / 250 = 39 stallsTOTAL PROPOSED: 42 stalls

TOTAL REQUIRED: 62 stalls

PROVIDED:EXISTING STALLS: 20PROPOSED STALLS: 42TOTAL PROPOSED: 62 stalls

LOT OPEN SPACE:REQUIRED (INDUSTRIAL) 15% LOT AREA = 10,097sfPROPOSED: 24,288sf (36% OF LOT AREA)

SITE DATA

INITIAL REVIEW, ADDITIONAL SUSTAINABILITY POINTS WILL BE DETERMINED AS BUILDING DESIGN IS COMPLETED.

OPEN SPACE = 2 POINTS- EXCEED OPEN SPACE REQUIREMENTS BY 25%- REQUIRED = 15% of total developed space (industrial) = 67,312 x 15% = 10,097sf- ADDITIONAL 25% = 10,097 + 25% = 12,621sf- PROVIDED = 24,288sf

USE WATER CONSERVATION MEASURES = 3 POINTS- ALL URINALS, TOILETS, FAUCETS AND SHOWER HEADS SHALL BE CERTIFIED WATERSENSE FIXTURES.

BICYCLE PARKING = 1 POINT- PROVIDE DOUBLE THE REQUIRED AMOUNT OF BICYCLE PARKING- REQUIRED = 5% of 62 parking stalls = 3.1- PROVIDED = 7 BICYCLE STALLS

PROVIDE SHOWER UNITS = 1 POINT- PROVIDE SHOWER UNITS FOR A MINIMUM OF 2% OF ALL FULL TIME EMPLOYEES- INDIVIDUAL OFFICE SPACE HAS A SHOWER FOR APPROXIMATELY 3 EMPLOYEES- GYM PROVIDES 2 SHOWERS

BUS STOP = 2 POINTS- BUILD PROJECT WITHIN 1/4 MILE OF BUS STOP- PROVIDED: BUS STOP ON HIGHWAY 93 IS APPROXIMATELY 860 FEET (1/6 MILE) FROM PROJECT SITE (AS A PEDESTRIAN WOULD WALK)

RESTRICT ON SITE PARKING TO THE MINIMUM NUMBER = 3 POINTS- PROVIDED = ONLY THE MINIMUM AMOUNT OF PARKING IS PROVIDED. THE BUISINESSES IN THE TWO BUILDINGS ON THE SITE HAVE OFFSET PEAK TIMES SO SHARED PARKING IS AVAILABLE ALSO.

ENERGY EFFICIENCY = 9 POINTS- INCREASE ENERGY EFFICIENCY OF STRUCTURE OVER CURRENT REQUIREMENTS- BUILDING ENVELOPE SCORES 18% ABOVE MINIMUM USING R32 CONTINUOUS INSULATION EXTERIOR WALL PANELS AND CONTINUOUS INSULATION AT THE ROOF DECK AND HIGH EFFICIENCY WINDOWS (U= 0.30).- SEE COMCHECK CERTIFICATE ON SHEET A.2

ADDITIONAL TREES = 3 POINTS- PLANT AT LEAST 20% ADDITIONAL TREES TO PROVIDE WIND BREAKS AND REDUCE HEIGHT ISLAND EFFECT- REQUIRED: 9 STREET TREES & 9 PARKING LOT TREES- 18 + 20% = 22 TREES- PROVIDED = 22 NEW TREES

HEAT REFLECTIVE ROOFING = 2 POINTS- REQUIRED = ROOFING MATERIAL TO BE 29 SRI MINIMUM- PROVIDED = TPO LIGHT GREY ROOFING WILL BE MINIMUM 29 SRI

INNOVATION POINTS = 4 POINTS - 2 POINTS: ROOF STRUCTURE PLANNED TO ACCOMODATE SOLAR PANELS. INITIAL SOLAR INSTALLATION WILL PROVIDE APPROXIMATELY 8% BUILDING POWER. - 1 POINT: BUILDING IS DESIGNED TO ACCOMODATE FUTURE EXPANSION OF SOLAR PANELS, BUILDING STRUCTURE IS DESIGNED FOR ENTIRE ROOF TO HAVE PANELS. - 1 POINT: 100% LED LIGHTING FOR ENERGY EFFICIENCY.

SUSTAINABILITY MENU

WALKING ROUTE TO BUS STOP

PROJECT SITE

ADDRESS: 831 PINE RIDGE ROAD, GOLDEN COLORADO 80401

LEGAL DESCRIPTION:LOT 24, CANYON VIEW BUSINESS PARK, CITY OF GOLDEN, COUNTY OF JEFFERSON, STATE OF COLORADO.

ZONE DISTRICT:KILGROE PUD

PROJECT DESCRIPTION:THE SITE HAS AN EXISTING INDUSTRIAL BUILDING. THE PROPOSED BUILDING WILL BE A METAL BUILDING HOUSING A CLIMBING GYM AND OFFICE SPACE.

PROJECT INFOARCHITECTURALA.1 PROJECT INFO, SITE PLANA.2 EXTERIOR ELEVATIONSA.3 THREE-DIMENSIONAL VIEWS

CIVILC3.0 UTILITY PLANC4.0 GRADING & DRAINAGE PLAN

DRAWING INDEXOWNERPINE RIDGE ROAD, LLCphone 720.441.8630email hunter@kodiakmanagement.comcontact HUNTER MOORE

PROJECT TEAMARCHITECTEWERS ARCHITECTURE1420 Washington AvenueGolden, CO 80401phone 303.271.0977website www.ewersarchitecture.comcontact PETER J. EWERS, AIA, LEED AP

peter@ewersarchitecture.comANN E. ORMSBY, RAann@ewersarchitecture.com

CIVIL ENGINEERBASELINE ENGINEERING1950 Ford StreetGolden, CO 80401phone 909-940-9966contact Noah Nemmers, PE

noah@baseline.comMichael Swanton, PEmichael.swanton@baseline.com

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A.1SITE DEVELOPMENT PLAN

NORTH 1" = 20'-0"

1 SITE PLAN

S I T E D E V E L O P M E N T P L A N831 Pine Ridge Road - Golden - Colorado

MAIN FLOOR100'-0"

MEZZANINE111'-0"

FA EDCB

1A.6

SIDEWALK AND STAIRS ADJACENT TO BUILDING.

FIXED FIBERGLASS WINDOWS ABOVE

STOREFRONT GLAZING AND ENTRANCE DOORS

STOREFRONT SYSTEM WITH SPANDREL GLAZING

ENTRANACE CANOPY

VERTICAL METAL SIDING, ACCENT COLOR

VERTICAL METAL SIDING, BASE COLORRETAINING WALL

MAIN FLOOR100'-0"

MEZZANINE111'-0"

13 2

FIXED FIBERGLASS WINDOWS WITH CLEAR GLAZING

FIXED FIBERGLASS WINDOWS WITH SPANDREL GLAZING

ENTRANCE CANOPY BEYOND

VERTICAL METAL SIDING, ACCENT COLOR

VERTICAL METAL SIDING, BASE COLOR

MAIN FLOOR100'-0"

MEZZANINE111'-0"

1 32

STOREFRONT GLAZING AND ENTRY DOORS

FIXED FIBERGLASS WINDOWSVERTICAL METAL SIDING, ACCENT COLORVERTICAL METAL SIDING, BASE COLOR

MAIN FLOOR100'-0"

MEZZANINE111'-0"

F AE D C B

1A.6

VERTICAL METAL SIDING PANELS, ACCENT COLORDOWNSPOUT

EPDM ROOF WITH SOLAR PANELSPARAPET BEYOND

VERTICAL METAL SIDING, BASE COLOR

CANOPY ROOF

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A.2SITE DEVELOPMENT PLAN

1/8" = 1'-0"

1 WEST ELEVATION

1/8" = 1'-0"

3 NORTH ELEVATION 1/8" = 1'-0"

4 SOUTH ELEVATION

1/8" = 1'-0"

2 EAST ELEVATION

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A.3SITE DEVELOPMENT PLAN

1 AERIAL VIEW FROM SOUTH-WEST

2 AERIAL VIEW FROM NORTH-EAST

H.C.H.C.

BIKE RACK

BR

ICK

YAR

D R

OAD

38' R

.O.W

.

PINE RIDGE ROAD56' R.O.W.

AVER

Y ST

REE

T36

' R.O

.W.

EXISTING TRASH ENCLOSURE

PROPOSED METAL BUILDING8,939sf

EXISTING BUILDING7,987sf

EXISING LANDSCAPE ON EAST HALF OF SITE NOT SHOWN. ALL EXISTING LANDSCAPE TO REMAIN.

DETENTION POND

1) WC

3) SWO

1) WC

11) CM

11) CM

3) C1) TF

5) WR

1) TF

3) C

1) PP

4) TF

6) C

2) PP

4) KC

4) TF

3) C

3) C

3) C

3) KF

5) KF

6) KF

5) KF

3) KF

DETENTION POND GRASS MIX

LOW GROW GRASS MIX

LOW GROW GRASS MIXDETENTION POND GRASS MIX

COBBLE MULCH

10) HS

ROCK MULCH

ROCK MULCH

ROCK MULCH

ROCK MULCH

ROCK MULCH

COBBLE MULCH

ROCK MULCH

PLANT LISTKEY PLANT NAME

Botanic NameQTY SIZE

TREES

KC KENTUCKY COFFEETREEGymnocladus dioicus

4 2.5" cal.

TF TURKISH FILBERTCorylus colurna

10 2.5" cal.

PP PINYON PINEPinus edulis

3 6'

SWO SWAMP WHITE OAKQuercus bicolor

3 2.5" cal.

WC WESTERN CATALPACatalpa

2 2.5" cal.

SHRUBS & GRASSES

C CURRANTRibes cereum

21 #5

CM CREEPING MAHONIAMahonia repens

26 #5

HS HANCOCK SNOWBERRYSymphoicarpos x chenaultii 'Hancock'

10 #5

KF FEATHER REED GRASSCalamagrosti acutiflora 'Karl Foerster'

16 #1

WR WOOD'S ROSERosa woodsii

5 #5

LANDSCAPE SPECSSOIL NOTES:

PREPARATIONS - NO CONCRETE, PLASTIC, METAL OR OTHER MATERIALS USED IN CONSTRUCTION, SUCH AS POCKETS OF GRAVEL, SHOULD BE INCORPORATED INTO THE SOIL. THESE SHOULD BE REMOVED BEFORE SOIL AMENDMENT DEPOSITION AND GRADING BEGINS. IN AREAS WHERE MACHINERY HAS COMPACTED THE SOIL, EITHER ROTOTILL OR DISC TO LOOSEN THE SOIL BEFORE INCORPORATING AMENDMENTS. IN AREAS AROUND EXISTING TREES, HAND DIG AS NECESSARY TO PREPARE SOIL FOR NEW PLANTINGS.

ROUGH GRADING - SOIL IS TO BE ROUGH GRADED TO WITHIN 4 INCHES OF THE FINAL GRADE INDICATED ON THE GRADING PLAN.

AMENDING SOIL FOR PERENNIAL BEDS AND GRASS AREAS - ADD ONE INCH OF COMPOST AND THREE INCHES OF TOP SOIL, OR 4 INCHES OF AMENDED TOP SOIL AND INCORPORATE THOROUGHLY INTO THE TOP 12” TO 18" OF SOIL.

COMPOST – ORGANIC MATTER CAN BE MADE UP OF PLANT MATERIALS SUCH AS GRASSES, WOOD PULP OR DRIED LEAVES FINELY CHOPPED AND PARTIALLY AGED AND MAY BE MIXED WITH WELL-ROTTED SHEEP, CHICKEN OR DAIRY COW MANURE, BUT IS TO INCLUDE NO PROCESSED HUMAN WASTE. (RENEWABLE FIBER’S “PREMIUM DAIRY”, OR EQUAL, IS ACCEPTABLE.) COMPOST SHOULD BE TESTED FOR THE PRESENCE OF SALTS. TEST RESULTS SHOULD DEMONSTRATE SALT LEVELS NO HIGHER THAN 10MMHOS/CM.

MULCH – BROWN SHREDDED BARK MULCH IS TO BE USED IN AREAS UNDER AND AROUND SHRUBS AND TREES. MULCH SHOULD BE SPREAD AND GENTLY TAMPED DOWN TO A FINAL DEPTH OF 3 INCHES IN THESE AREAS SO AS TO AID WITH THE SUCCESSFUL ESTABLISHMENT OF NEW WOODY PLANTINGS. SHREDDED BARK MULCH FOR AREAS PLANTED WITH PERENNIALS AND ORNAMENTAL GRASSES SHOULD BE SPREAD AND TAMPED DOWN GENTLY TO A FINAL DEPTH OF 2 INCHES.

STONE MULCH – IN AREAS WHERE STONE MULCH IS TO BE USED, PLANT TREES AND SHRUBS AT FINISHED GRADE WITH AMENDMENTS AND SOIL INCORPORATED INTO THE SOIL SURROUNDING, LEAVING FOUR INCHES FOR NON-WOVEN, PERMEABLE WEED FABRIC AND SIX INCHES OF STONE. COBBLE MULCH TO BE 6" DEEP, 3-6 INCH, GRAY RIVER COBBLE; ROCK MULCH TO BE 4" DEEP 1-2" GRAY DECORATIVE ROCK.

PREPARATION & CARE OF SEEDED AREAS:PREPARE SOIL, ROUGH GRADE AND AMEND SOIL FOR PERENNIAL BEDS AND GRASS AREAS AS ABOVE FOR NATIVE PLANT MIXES, SUCH AS “FOOTHILLS MIX” OR “LOW GROW MIX” OR “DETENTION POND/WETLAND MIX” FROM ARKANSAS VALLEY SEED SOLUTIONS, OR EQUAL, AND PERENNIAL BEDS.

TO OPTIMIZE WEED CONTROL, MOW OR MANUALLY CUT ANNUAL INVASIVE WEEDS IMMEDIATELY PRIOR TO WEEDS SETTING SEED. THIS MAY HAVE TO BE DONE SEVERAL TIMES DURING THE FIRST GROWING SEASON. IF INVASIVE OR NOXIOUS WEEDS MIGRATE INTO SEEDED AREAS, MECHANICALLY REMOVE OR SPOT TREAT WITH BIODEGRADABLE ROUND-UP OR EQUAL, WAIT TWO WEEKS AND THE OVER SEED THE BARE SPOT.

SEEDING DIFFERENT AREAS:SEED THE DETENTION POND AREA WITH THE DETENTION POND/WETLAND MIX WHERE DETENTION POND IS DELINEATED IN THE LANDSCAPE PLAN. SEED TO THE SOUTH OF THE PARKING LOT AND AROUND THE TRASH ENCLOSURE WITH ARKANSAS VALLEY’S “LOW GROW MIX” OR EQUAL.

EXAMPLE OF NATIVE GRASS MIXES:

“DETENTION POND/WETLAND MIX” – 15-72” TALLAPPLICATION RATE: 15-20 LBS PER ACRE

45% GARRISON FOXTAIL35% FLEET MEADOW BROME15% POTOMAC ORCHARD GRASS5% CLUMAX TIMOTHY

“LOW GROW” – 8-12”APPLICATION RATE: 20-25%

30% EPHRAIM CRESTED WHEATGRASS25% SHEEP FESCUE20% PERENNIAL RYE15% CHEWINGS FESCUE10% CANADA BLUEGRASS

IRRIGATION NOTES:PROVIDE DRIP IRRIGATION FOR TREES, SHRUBS, PERENNIALS AND ORNAMENTAL GRASSES IMMEDIATELY AROUND BUILDINGS. PROVIDE TEMPORARY IRRIGATION FOR ALL AREAS SEEDED WITH NATIVE GRASSES DURING ESTABLISHMENT, TAKING CARE TO MAKE ACCOMODATION FOR WATERING TALL GRASSES.

ONE WEEK FOLLOWING INSTALLATION, SUBMIT A DRAWING ILLUSTRATING THE LOCATION OF NEWLY INSTALLED LINES AND HEADS WITH OLD AND NEW ZONES DEFINED.

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PJE

L.1SITE DEVELOPMENT PLAN

1/16" = 1'-0"

1 LANDSCAPE PLAN