HomeMy WebLinkAboutProspect Park Place Phase 2 PCD SDPQ
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2026023461 4/13/2026 8:07 AM
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onicRecorded Jefferson
CO
AmandaElectronically
M Gonzalez, Clerk and Recorder TD1000 N PROSPECT PARK PLACE PHASE 2 PLANNED COMMEDEVELOPMENT
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LEGAL DESCRIPTION:
ALL OF LOT 1 AND THAT PORTION OF LOT 2, PROSPECT PARK PLACE MINOR SUBDIVISION - REPLAT
OF LOTS 2 AND 3 AS RECORDED UNDER RECEPTION NUMBER 89004207 IN THE RECORDS OF THE
JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE, SITUATED IN THE NORTHEAST QUARTER OF
SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF
WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BASIS OF BEARINGS: THAT PORTION OF THE EAST LINE OF SAID LOT 2 AS MONUMENTED ON THE
NORTH BY THE NORTHEAST CORNER OF SAID LOT 2 BEING A 1.5 INCH ALUMINUM CAP (ILLEGIBLE)
AND AS MONUMENTED ON THE SOUTH BY THE EAST QUARTER -SECTION CORNER OF SAID SECTION
20 BEING A 2.5 INCH BRASS CAP STAMPED "LS 13212" WHICH IS ASSUMED TO BEAR SOUTH 00°31'31"
EAST A DISTANCE OF 596.00 FEET, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO.
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1;
THENCE ALONG THE NORTH LINE OF SAID LOT 1, SOUTH 89°57'25" EAST A DISTANCE OF 341.57 FEET
TO THE NORTHEAST CORNER OF SAID LOT 1;
THENCE ALONG THE NORTH LINE OF SAID LOT 2 THE FOLLOWING TWO (2) COURSES:
1) SOUTH 89°57'25" EAST A DISTANCE OF 37.66 FEET;
2) SOUTH 89-59-37" EAST A DISTANCE OF 2.34 FEET TO THE NORTHEAST CORNER OF SAID LOT 2;
THENCE ALONG THE EAST LINE OF SAID LOT 2, SOUTH 00°3131" EAST A DISTANCE OF 256.76 FEET;
THENCE DEPARTING SAID EAST LINE OF LOT 2 AND ALONG THE FOLLOWING FOUR (4) COURSES:
1) SOUTH 88°24`55" WEST A DISTANCE OF 131.76 FEET TO THE BEGINNING OF A CURVE CONCAVE
TO THE SOUTHEAST;
2) ALONG SAID CURVE CONCAVE SOUTHEASTERLY A DISTANCE OF 22.44 FEET, SAID CURVE
HAVING A RADIUS OF 38.82 FEET AND A CENTRAL ANGLE OF 33007-16" (THE CHORD OF WHICH
BEARS S 61028'32" W, 22.13');
3) SOUTH 00°4120" EAST A DISTANCE OF 56.66 FEET;
4) SOUTH 89°54'40" WEST A DISTANCE OF 230.71 FEET TO A POINT ON THE WEST LINE OF SAID
LOT 2;
5) THENCE ALONG SAID WEST LINE OF LOT 2 AND THE WEST LINE OF SAID LOT 1, NORTH 00°28'39"
WEST A DISTANCE OF 328.28 FEET TO THE POINT OF BEGINNING.
CONTAINING A CALCULATED AREA OF 114,824 SQUARE FEET OR 2.636 ACRES, MORE OR LESS.
CHARACTER OF DEVELOPMENT:
APPLEWOOD RV PARK IS PROPOSING TO REDEVELOP LOT 1, PHASE II FOR
28 RV CAMPING SPACES, PROPOSED SITE IMPROVEMENTS INCLUDE
INTERNAL CIRCULATION DRIVES, LANDSCAPING, SCREENING FENCE,
VISITOR PARKING SPACES, AND NEW RESTROOM FACILITIES WITHIN AN
EXISTING STRUCTURE. ACCESS WILL BE PROVIDED OFF OF W. 44TH AVENUE.
1. ALL DEVELOPMENT THAT IS PART OF THIS SITE DEVELOPMENT PLAN
SHALL CONFORM WITH THE PROSPECT PARK PLACE PLANNED
COMMERCIAL DEVELOPMENT AMENDMENT 1.
2. ALL EXTERIOR LIGHTING SHALL BE IN CONFORMANCE WITH SECTION
26-503 OF THE WHEAT RIDGE CODE OF LAWS.
3. ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 OF
THE WHEAT RIDGE CODE OF LAWS.
4. ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII OF THE
WHEAT RIDGE CODE OF LAWS.
5, ARCHITECTURAL, SITE, AND STREETSCAPE DESIGN SHALL BE IN
CONFORMANCE WITH THE ARCHITECTURAL AND SITE DESIGN
MANUAL AND STREETSCAPE DESIGN MANUAL.
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Recreational Campground. and
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'Gross Site Area
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RJOURNEY RV RESORTS LLC.
8800 HUTCHINS DRIVE
CHEYENNE, WY 82001
PHONE:
CONTACT: RILEY ROSS
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SITE
44TH AVE--
CIVIL ENGINEER
LJA ENGINEERING, INC.
1765 WEST 121ST AVE, SUITE 300
WESTMINSTER, CO 80234
PHONE: (303) 421-4224
CONTACT: DAVID THEISEN
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LJA ENGINEERING, INC.
4700 SOUTH SYRACUSE ST.,
SUITE 500
DENVER, CO 80237
PHONE: (303) 390-8510
CONTACT: MARK HALL
LANDSCAPE ARCHITECT
LJA ENGINEERING, INC.
1765 WEST 121 ST AVE, SUITE 300
WESTMINSTER, CO 80234
PHONE: (303) 421-4224
CONTACT: JIM IVY
1 Cover Sheet
2 Overall Plan
3 Site Plan
4 Landscape Notes & Plant Schedule
5 Landscape Details
6 Landscape Plan
7 Site Lighting Photometric
8 Lighting Details
WZ 82-17
WZ 84-1
WZ 85-5
WZ 86-14
WZ 88-12
WZ 24-07
WZ 25-01
PLANNING COMMISSION CERTIFICATION:
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APPROVED THIS rDAY OF cE? nn(� f} S BY
THE WHEAT RIDGE PLANNING COMMISSION.
1
CH RPERSON
COUNTY CLERK AND RECORDERS CERTIFICATE:
STATE 0 LORADO )
) SS
COUNTY OF JEFF N )
I HEREBY CERTIFY THAT THIS PL WAS
CLERK AND RECORDER OF JEFFERS
O'CLOCK T.M. ON THE DA
A.D., IN BOOK AGE
tTD IN THE OFFICE OF THE COUNTY
UNTY AT GOLDEN, COLORADO, AT
JEFFERSON COLIM7Y CLERK AND RECORDER
IB=
DEPUTY
CITY CERTIFICATION::
APPROVED THIS tit--- DAY OF AC CNi BY
THE CITY OF WHEAT RIDGE.
ATTEST
CITY CLERK
C MMUNITY DEVELOPMENT DIRECTOR
MAY
SURVEYOR'S CERTIFICATE:
I, MARK HALL, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF
COLORADO, DO HEREBY CERTIFY THAT THE SURVEY FOR PROSPECT PARK
PLACE PHASE 2 PLANNED COMMERCIAL DEVELOPMENT WAS MADE UNDER
MY SUPERVISION AND THE ACCOMPANYING PLAN ACCURATELY AND
PROPERLY SHOWS SAID SURVEY. gp
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MARK HALL, PLS - LJA SURVEYING
4700 SOUTH SYRACUSE ST., SUITE 500, DENVER, CO 80237
303-390-8510
OWNER'S CERTIFICATE:
THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF,
DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL
BE DEVELOPED AS A SPECIFIC DEVELOPMENT PLAN IN ACCORDANCE WITH
THE USES, RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND
AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT
THE APPROVAL OF A REZONING TO PLANNED DEVELOPMENT, AND
APPROVAL OF THIS DEVELOPMENT PLAN, DOES NOT CREATE A VESTED
PROPERTY RIGHT. VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE
PURSUANT TO THE PROVISIONS OF SECTION 26-121 OF THE WHEAT RIDGE
CODE OF LAWS.
CHAD ROSS, OWNER
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STATE OF CBL�6 }
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COUNTY 0F4EFFERS0N )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
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2.34' (R1)
S89°59'3TE
2.34' (M)
CROSS CONNECTION AGREEMENT HAS BEEN RECORDED BETWEEN PROSPECT
PARK LOT 1 AND PROSPECT PARK LOT 2.
(M) = AS MEASURED DIMENSION
Property Line
ODP Boundary Line
Right of Way Line
Centerline
Lot Line
-- — — — — — — — Easement Line
— Setback Line
Prop. Fence
�..�....:... Existing ODP Boundary
® . . ® . Accessible Path
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Existing Minor Contour
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Crusher Fines Trail
Ex. Asphalt Pavement
Ex, Concrete
Prop. Landscape Area
Ex. Light Pole
Ex. Utility Pole
Ex. Inlet
Ex. Storm Manhole
Ex. Sanitary Manhole
Ex. Water Meter
Ex. Hydrant
Ex. Water Valve
Ex. Electric Connection
Ex. Sanitary Connection
Sanitary Connection
Water Connection
Electric Connection
Cleanout
Public Street Light
Sign
Electric Pull Box
Private Street Light
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No. 12
FIELD VERIFY LOCATION
AND ELEVATION OF ALL
EXISTING UTILITIES PRIOR
TO CONSTRUCTION
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RESORT LLC
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EX. STM MH
S 9`59'37"E EX. UTILITY POLE
2.34` (M)
S89 43 53'�-
2.34' (RI) _.
\_EX. AWRV ENTRANCE
SIGN &t FLAG POLE
EX. 31' R.O.W.E.
REC. NO. 89051557
EXISTING ENTRANCE TO BE REMOVED AND REPLACED WITH
CURB, GUTTER, PAVERS & SIDEWALK TO MATCH EXISTING
ALONG W. 44TH AVE
EXISTING ENTRANCE TO RV PARK TO REMAIN. DRIVECUT TO BE
2 REDESIGNED AND CONSTRUCTED TO CURRENT ADA
STANDARDS W/ CONSTRUCTION DRAWINGS
'mil ACCESS CONNECTION TO EX. RV RESORT
DOTES:
1: EXISTING IMPROVEMENTS SHOWN ON THESE PLANS
SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED.
2: ALL RV PADS SHALL BE GRAVEL.
3: MINIMUM OF THREE (3) CAMPING UNITS WITH MOBILITY
FEATURES SHALL BE PROVIDED PER U.S. ACCESS BOARD -
ARCHITECTURAL BARRIERS ACT, TABLE S.
4: PEDESTRIAN LIGHTS ARE REQUIRED EVERY 80' ALONG
44TH AVE. AND SHALL BE DESIGNED AND SHOWN WITH
THE CONSTRUCTION PLANS.
5: SPECIFIC SIGNS AND LOCATIONS TO BE DETERMINED
WITH CONSTRUCTION DOCUMENTS.
(M) = AS MEASURED DIMENSION
(R1) = RECORDED DIMENSION PER PROSPECT PARK PLACE MINOR
SUBDIVISION - REPLAT OF LOTS 2 AND 3, REC. NO. 89004207
! 30�
PICNIC TABLE
SANITARY CONNECTION
16' ",! cc) WATER CONNECTION
40' ELECTRIC CONNECTION
18'
0` (1) CAR PARKING
4' 14 �- 3'
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BACK -IN RV PAD
-- 30'
PICNIC TABLE
21'
SANITARY CONNECTION
60' 14 40' ' WATER CONNECTION
c ELECTRIC CONNECTION
1 8'
20'
(2) CAR PARKING
18'
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21'
SANITARY CONNECTION
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40' WATER CONNECTION
60' 1 ELECTRIC CONNECTION
18'
(2) CAR PARKING
20'
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LANDSCAPE NOTES
1. LANDSCAPE CONTRACTOR TO REFERENCE CIVIL ENGINEERING DRAWINGS
REGARDING, GRADING, DRAINAGE, UTILITIES, AND EROSION CONTROL NOTES,
DETAILS AND PROCEDURES.
2. THE CONTRACTOR SHALL HAVE ONE COMPLETE SET OF LANDSCAPE AND
IRRIGATION PLANS (PRINTED FULL SIZE) ON SITE WHILE THE WORK IS
UNDERWAY.
3. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT LABELS AND SCHEDULES.
4. CIVIL ENGINEERING DRAWINGS TAKE PRECEDENCE OVER LANDSCAPE OR
IRRIGATION DRAWINGS. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE
ARCHITECT PRIOR TO THE START OF WORK IF ANY CONFLICTS BETWEEN THE
LANDSCAPE CONSTRUCTION DOCUMENTS, OTHER CONSTRUCTION DOCUMENTS
AND/OR SITE CONDITIONS ARE OBSERVED. THE CONTRACTOR SHALL WORK
WITH THE LANDSCAPE ARCHITECT AND OTHER CONSULTANTS TO RESOLVE ANY
SUCH CONFLICTS.
S. LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER
WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL
CONTRACTOR AND LANDSCAPE ARCHITECT IN WRITING OF UNSATISFACTORY
CONDITIONS. IF SITE CONDITIONS OR PLANT AVAILABILITY REQUIRE CHANGES
TO THE PLAN, THEN AN APPROVAL WILL BE OBTAINED FROM THE CITY, OWNER,
OR OWNER'S REP. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN
CORRECTED.
6. ALL WORK SHALL CONFORM TO LOCAL AND COUNTY CODES. ALL WORK SHALL
BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING
INDICATED ON THE LANDSCAPE DRAWINGS SHALL RELIEVE THE CONTRACTOR
FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS.
7. ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE
ALONG THEIR ENTIRE LENGTH FOR USE OF MAINTENANCE EQUIPMENT ENTRY.
8. SEE CIVIL ENGINEER'S DRAWINGS FOR GRADING AND DRAINAGE, EROSION
CONTROL, PAVING AND SLEEVES, UTILITIES, AND OTHER ENGINEERED DETAILS.
9. ALL WORK CONDUCTED WITHIN ANY FLOODPLAIN WILL REQUIRE A FLOODPLAIN
USE PERMIT,
1C CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL APPLICABLE PERMITS FOR
CONSTRUCTION WORK.
11 CONTRACTOR SHALL MINIMIZE ALL DISTURBANCE TO NON -IMPACTED AREAS.
1 CONTRACTOR IS RESPONSIBLE FOR SETUP OF BARRICADES, WARNING SIGNAGE,
OR OTHER PROTECTIVE DEVICES IF ANY EXCAVATIONS ARE LEFT EXPOSED AFTER
WORK HOURS.
13 CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING OR NEW
SITE IMPROVEMENTS DISTURBED OR DAMAGED DUE TO THEIR OPERATIONS.
DAMAGED MATERIALS SHALL BE REPLACED/REPAIRED TO ITS PRIOR CONDITION,
14 ALL LANDSCAPE CONSTRUCTION PRACTICES, WORKMANSHIP, AND ETHICS
SHALL, BE IN ACCORDANCE WITH INDUSTRY STANDARDS SET FORTH IN THE
CONTRACTORS HANDBOOK PUBLISHED BY THE COLORADO LANDSCAPE
CONTRACTORS ASSOCIATION.
15 LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OR PLANTING. CONTRACTOR
SHALL HAND DIG ALL PLANTING PITS ADJACENT TO UTILITIES. IF UTILITIES ARE
DAMAGED, REPAIRS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE.
1E CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FINISH GRADES AS
RECOMMENDED BY THE GEOTECHNICAL REPORT AND GRADING PLANS. ALL
LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES
AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT & GRADING PLANS, AND
AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE
SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. SHOULD ANY
CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL
REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE
CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF
THE LANDSCAPE ARCHITECT AND OWNER.
171 FOR EACH LANDSCAPE TRACT (AS REFERENCE ON THE PLAT) AND THIRTY (30)
LOCATED IN THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69
WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO
DAYS PRIOR TO THE INSTALLATION OF THE IRRIGATION SYSTEM THE 11. TREE WRAP TO BE APPLIED IN LATE FALL AFTER INSTALLATION, AND REMOVED
CONTRACTOR SHALL. CONFIRM WITH THE LANDSCAPE ARCHITECT AND THE FOLLOWING SPRING. REMOVE ANY STRING OR WIRE AROUND TREE TRUNKS PLANT SCHEDULE
IRRIGATION DESIGNER THAT THE CONTRACTOR IS WORKING FROM THE MOST AT TIME OF INSTALLATION.
CURRENT SET OF PLANS AND THAT THE CONTRACTOR MAY PROCEED WITH THE SYMBOL CODE QTY COMMON NAME
WORK. THE CONTRACTOR SHALL ONLY USE PLANS RECEIVED DIRECTLY FROM 12. TREE LOCATIONS SHALL BE ADJUSTED TO ALLOW FOR A MINIMUM OF A 30'
UA, ANY PLANS RECEIVED FROM OTHER ENTITIES SHALL NOT BE USED FOR CLEARANCE TO STREET LIGHTS (15' MINIMUM IF THE TREE IS ORNAMENTAL).
CONSTRUCTION. FRONT TREE LOCATIONS SHALL ALSO BE ADJUSTED TO AVOID CONFLICT WITH DECIDUOUS TREES
DRIVEWAY, POSTAL BOXES, STRUCTURES, & UTILITY LOCATIONS.
13. CONTRACTOR SHALL REPORT ANY DISCREPANCY FOUND IN THE FIELD VERSUS + QURF 11 COLUMNAR ENGLISH OAK
EDGER THE LANDSCAPE DRAWINGS IMMEDIATELY TO THE LANDSCAPE ARCHITECT AND
OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION OR DEMOLITION
1. ALL PLANT BEDS SHALL BE CONTAINED WITH STEEL EDGER UNLESS OTHERWISE ACTIVITY. FAILURE TO MAKE SUCH CONFLICTS KNOWN WILL RESULT IN THE(�
INDICATED. STEEL EDGER IS NOT REQUIRED ALONG CURBS, WALKS OR BUILDING CONTRACTOR'S LIABILITY TO RELOCATE AND REPAIR. -} GYDI 3 KENTUCKY COFFEETREE
FOUNDATIONS. EDGING SHALL BE INSTALLED BETWEEN SOD AREAS, PLANTING
BED AREAS, NATIVE SEEDED AREAS, AND CRUSHER FINES AREAS. EDGING SHALL
BE DURA-EDGE 12-GAGE, GREEN COLOR, ROLLED -TOP STEEL EDGING OR
EQUIVALENT. EDGING SHALL BE PERFORATED WHERE NECESSARY TO PROMOTE
DRAINAGE. ALL EDGING SHALL OVERLAP AT JOINTS A MINIMUM OF 6-INCHES,
AND SHALL BE FASTENED WITH A MINIMUM OF 4 PINS PER EACH 10 FOOT
SECTION. THE TOP OF ALL EDGING MATERIAL SHALL BE A ROLLED TOP AND 1/2
INCH ABOVE THE FINISHED GRADE OF ADJACENT LAWN OR MULCH AREAS.
90111111111109
1. ALL STREET TREES TO BE PLANTED 40' CLEAR FROM STOP OR OTHER
REGULATORY TRAFFIC SIGNS OR LIMBED UP AND MAINTAINED IN SUCH WAY SO
THAT THE LOWEST LIMB IS NO LOWER THE 8' ABOVE THE GROUND.
2. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN
COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE
THOROUGHLY LOOSENED & AMENDED. NO PLANT MATERIAL SHALL BE
INSTALLED UNTIL ALL TOP SOIL AND ALL AMENDMENTS HAVE BEEN INSTALLED.
3. ANY SUBSTITUTION OR ALTERATION OF PLANT OR LANDSCAPE MATERIALS IN
LOCATION, SPECIES, TYPE, ETC, SHALL BE ALLOWED ONLY WITH APPROVAL OF
THE LANDSCAPE ARCHITECT AND CITY OF WHEAT RIDGE PRIOR TO
INSTALLATION. OVERALL PLANT QUANTITY AND QUALITY TO BE CONSISTENT
WITH APPROVED PLANS. MUNICIPALITY APPROVAL MAY BE REQUIRED FOR
PLANT SUBSTITUTIONS.
4. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH A.N.S. SPECIFICATIONS
FOR NUMBER ONE GRADE.
5. ALL DECIDUOUS TREES SHALL HAVE FULL, WELL -SHAPED HEADS/ALL
EVERGREENS SHALL BE UNSHEARED AND FULL TO THE GROUND; UNLESS
OTHERWISE SPECIFIED. TREES WILL NOT BE ACCEPTED IF THE CENTRAL LEADER IS
DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING.
6, ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A
FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE
LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND
SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE
CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY,
EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE
LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF
PLANT MATERIAL.
7. NO METAL STAKES OR 'T-STAKES' SHALL BE USED FOR TREE STAKING,
8. ALL PLANT MATERIALS SHALL BE TRUE TO TYPE, SIZE, SPECIES, QUALITY, AND
FREE OF INJURY, BROKEN ROOT BALLS, PESTS, AND DISEASES, AS WELL AS
CONFORM TO THE MINIMUM REQUIREMENTS DESCRIBED IN THE ''AMERICAN
STANDARD FOR NURSERY STOCK". FOLLOW GREENCO TREE PLANTING
RECOMMENDATIONS FOR MINIMUM QUALITY REQUIREMENTS FOR TREES.
9, ALL TREES TO RECEIVE MAX. 6' DIA. MULCH RING WITH 4" DEPTH, OF SPECIFIED
WOOD MULCH. NO STEEL EDGING IS REQUIRED AROUND TREE RING EDGES
WITHIN TURF & SEED AREAS. DO NOT PLACE MULCH AGAINST TREE TRUNKS.
10. PROPOSED TREE LOCATIONS SHALL HAVE A MINIMUM SEPARATION OF 10,
BETWEEN WATER OR SEWER SERVICE LINES AND A MINIMUM SEPARATION OF 10'
BETWEEN WATER OR SEWER MAIN LINES, PROPOSED TREE LOCATIONS SHALL
HAVE A MINIMUM SEPARATION OF 4' BETWEEN GAS LINES.
14. NO PLANT MATERIAL SHALL BE PLANTED WITHIN 6' OF ANY EXISTING OR
PROPOSED ELECTRICAL SWITCHGEARS, TRANSFORMERS OR OTHER ELECTRICAL
UTILITY EQUIPMENT.
15, ALL TREES PLANTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN WALKWAYS
SHALL BE PRUNED CLEAR OF ALL BRANCHES BETWEEN GROUND AND A HEIGHT
OF EIGHT (8) FEET FOR THAT PORTION OF THE PLANT LOCATED OVER THE
SIDEWALK AND/OR ROAD,
16. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE
OF ALL FIRE HYDRANTS.
17. PLANT MATERIAL MAY BE FIELD ADJUSTED TO PROVIDE THE 10' CLEAR SPACE
AND ACCESSIBILITY REQUIRED BY THE UTILITY'S OWNER/OPERATOR.
I& PROPOSED PLANT SPECIES MAY BE SUBJECT TO CHANGE PENDING COMMERCIAL
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COLOGREEN JUNIPER
SPARTAN JUNIPER
DECIDUOUS SHRUBS
0 RG 31 GOLDEN CURRANT
0 VIR 15 LEATHERLEAF VIBURNUM
EVERGREEN SHRUBS
0
JNCO 66
ALPINE CARPET COMMON JUNIPER
MULCH &PLANTING BEDS
\,,,,,,,,
ee• =
JNCH 25
ARMSTRONG JUNIPER
1. ALL PROPOSED PLANTING BEDS SHALL CONTAIN THE SPECIFIED MULCH.
� + �
JNH 20
BLUE CHIP JUNIPER
2. INSTALL DEWITT PRO-5 WEED BARRIER FABRIC (OR APPROVED EQUAL) UNDER
'' `�
ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE
FABRIC SHALL BE USED IN WOOD MULCH AREAS NO PLASTIC WEED BARRIERS
SYMBOL
CODE QTY
COMMON NAME
SHALL BE SPECIFIED. OVERLAP FABRIC MIN. 24" AT EDGES AND SECURED WITH
PINS. MULCH
BOTANICAL
QUERCUS ROBUR 'FASTIGIATA' TM
GYMNOCLADUS DIOICA
CONT. CAL / SIZE HT. X SPD. WATER USE
B&B 2" CAL
B&B 2" CAL
JUNIPERUS SCOPULORUM 'COLOGREEN' B&B
JUNIPERUS CHINENSIS 'SPARTAN'
RIBES AUREUM
VIBURNUM RHYTIDOPHYLLUM
JUNIPERUS COMMUNIS 'MQNDAP' TM
JUNIPERUS CHINENSIS 'ARMSTRONG!I'
JUNIPERUS HORIZONTALIS 'BLUE CHIP'
MO-51111111111MATMO
6' HT
6' HT
#5 CONT. 6'X6'
#5 CONT. 8'X8'
#5 CONT.
8"X4
#5 CONT.
4'X4
#5 CONT.
VX5
TYPE HIGHT
3. WOOD MULCH SHALL BE SHREDDED CEDAR MULCH, 4" DEPTH. CG 6,963 SF GREY COARSE MOUNTAIN GRANITE, 1%3" DIA GREY COARSE MOUNTAIN GRANITE, 1%3" DIA MULCH
4. INSTALL A 4" THICK RING OF DOUBLE SHREDDED CEDAR BARK MULCH AROUND SOD/SEED
ALL PLANT MATERIAL IN ROCK MULCH BEDS WHERE LANDSCAPING IS SHOWN
ON THE PLANS. WOOD MULCH RING SIZE SHALL BE THE CONTAINER SIZE OF LNS 29,173 SF NATIVE SEED NATIVE SEED SEED
THE SHRUBS, PERENNIALS, AND ORNAMENTAL GRASSES. TREE RING SIZE SHALL
DE GREEN INDUSTRIES OF COLORADO INDUSTRY STANDARD WIDTH. RGS 2,823 SF RAIN GARDEN &WILDFLOWER SEED MIX RAIN GARDEN &WILDFLOWER SEED MIX SEED
5, ALL PLANTING AREAS WITH LESS THAN A 4:1 GRADIENT SHALL RECEIVE A LAYER
OF MULCH, TYPE AND DEPTH PER PLANS. SUBMIT A PHOTO OF THE MULCH TO HYDRO -ZONE PLAN
LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE MULCH
SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT AS
OTHERWISE DENOTED ON THE PLAN, ABSOLUTELY NO EXPOSED GROUND
SHALL REMAIN IN AREAS TO RECEIVE MULCH AFTER MULCH HAS BEEN
INSTALLED.
6. ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT FIBER
EROSION CONTROL NETTING FROM ROLLS, NETTING SHALL BE #CT-125, AS
MANUFACTURED BY NORTH AMERICAN GREEN (UNLESS OTHERWISE INDICATED
ON THE CIVIL ENGINEERS PLANS). INSTALL AND STAKE PER MANUFACTURER'S
SPECIFICATIONS. SEE ALSO THE CIVIL ENGINEER'S EROSION CONTROL PLAN.
SEED SCHEDULE
NATIVE SEED
PAWNEE BUTTES SEED MIX: LOW GROW NATIVE, 5 LBS/1,000 SF,
DRILLED (DOUBLE RATE IF BROADCAST)
INGREDIENTS: ROCKY MOUNTAIN FESCUE, SANDBERG
BLUEGRASS, CANBY BLUEGRASS
RAIN GARDEN SEED MIX
PAWNEE BUTTES SEED MIX: NATIVE SANDYLAND, 10 PLS/ACRE
(RAIN GARDEN BOTTOM ONLY)
INGREDIENTS: LITTLE BLUESTEM, SIDEOATS GRAMA.
SWITCHGRASS, SAND BLUESTEM, BIG BLUESTEM, SAND
DROPSEED, YELLOW INDIANGRASS, PRAIRIE SANDREED,
WESTERN WHEATGRASS
PAWNEE BUTTES SEED MIX: NATIVE PRAIRIE WILDFLOWER MIX,
1/4-1/3 LB/1,000 SF (RAIN GARDEN BOTTOM ONLY)
INGREDIENTS: BLUE ASTER, ILLINOIS BUNDLEFLOWER,
INDIAN BLANKET, LEADPLANT, MAXIMILLIAN SUNFLOWER,
NARROWLEAF PENSTEMON, OXEYE SUNFLOWER,
PARTRIDGE PEAS, PRAIRIE CINQUEFOIL, SHOWY EVENING
PRIMROSE, CANADA MILKVETCH, ANNUAL SUNFLOWER,
BLACK-EYED SUSAN, BLANKETFLOWER, PLAINS
COREOPSIS, PURPLE PRAIRIE CLOVER, UPRIGHT PRAIRIE NOT TO SCALE
CONEFLOWER, WESTERN YARROW, SCARLET
GLOBEMALLOW
WATER BUDGET CHART
HYDROZONE
AREA (SF.)
TIMES
WATER NEED
(GAL./SF.)
EQUALS
ANNUAL WATER
USE (GALLONS)
LOW
8,815
x
3,0000
-
26,445 GAL.
LOW -TEMP IRRIG.
30,144
x
0.0000
-
0 GAL,
TOTALS
38,959
NIA
-
26A45 GAL,
TOTAL ANNUAL
AVG. WATER USE
_
WATER USE
26,445 _
GAL.
TOTAL AREA OF
PER SF.
38,959
.68
LANDSCAPE
N/A
NIA
N/A
HYDRO -ZONE LEGEND
LOW WATER USE - DRIP IRRIGATION
AREA.- 8,815 SF
40'X20
60' X40
10' X4
LOW
MODERATE
LOW
VERY LOW
LOW
WATER USE
N/A
LOW
LOW
LOW WATER USE - TEMPORARY FOR ESTABLISHMENT*
AREA: 30, 144 SF
MODERATE
LOW
LOW
LOW
NOTES:
*ALL SEEDED AREAS ARE TO BE TEMPORARILY IRRIGATED UNTIL
ESTABLISHMENT THROUGH A COMBINATION OF HAND WATERING AND IMPACT
ROTORS VIA QUICK COUPLERS ALONG THE PERMANENT IRRIGATION SYSTEM.
AN ESCROW WILL BE REQUIRED UNTIL SEED IS DEEMED ESTABLISHED
PURSUANT TO WHEAT RIDGE STANDARDS.
CAUTION - NOTICE TO CONTRACTOR
UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING
THEIR LOCATION PRIOR TO CONSTRUCTION.
1. THE CONTRACTOR IS REQUIRED 1"0 CONTACT THE
COUNTY PUBLIC WORKS DEPARTMENT, AND ANY OTHER Q
PUBLIC OR PRIVATE AGENCY NECESSARY FOR UTILITY o
LOCATION PRIOR TO ANY CONSTRUCTION.
2, THIS DRAWING MAY BE A PART OF A COMPLETE SET OF BID
DOCUMENTS, SPECIFICATIONS, ADDITIONAL DRAWINGS,
AND EXHIBITS UNDER NO CIRCUMSTANCES SHOULD
THESE PLANS BE USED FOR CONSTRUCTION PURPOSES Know owes below.
WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON Call before you ft
SITE. AND REVIEWING ALL RELATED DOCUMENTS.
3, UNDERGROUND UTILITIES EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR TO ANY
CONSTRUCTION ACTIVITY. WHERE UNDERGROUND UTILITIES EXIST, FIELD ADJUSTMENT MAY BE
NECESSARY AND MUST BE APPROVED BY A REPRESENTATIVE OF THE OWNER NEITHER THE
OWNER NOR THE LANDSCAPE ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER, IN
RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE INDICATED PLANT MATERIAL,
UTILITIES, OR EASEMENTS UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED
WITHOUT PHYSICALLY LOCATING ALL UTILITIES AND EASEMENTS ON THE SITE.
1765 W. 121 st Avenue
Suite 300
Westminster, CO 80234
303-421-4224 • www.lja.com
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No.
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BIORETENTION/SAND FILTER
MEDIA WHERE SPECIFIED
1' MIN.
/ j
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P P P P
"MIN_ FINE AGGREGATE
SAND FILTER MEDIA
NON -WOVEN COARSE AGGREGATE
GEOTEXTILEDRAIN GRAVEL
MIN.
4" PERF.
UNDERDRAIN
SCALE:
N.T.S.
Materials:
2" x 4" x 6 wood rails
1" x 6" x 6 (5 1/2* actual) dog ear pickets
4` x 4" x 96" stained and treated posts
1 71T aluminum coated nails @ pickets
3" aluminum coated nails a@ rails
Gaps;
1 ° approx, @ hinge side of gates
1 approx. @ latch side of gates
2" (± 4") approx. @ bottom of fence
May be gaps at pickets when dried.
Pickets may have knots and slight
III checks
Pasts may develop checks or long
vertical cracks through drying.
MW
I I 'kTI
0, 13-000-10 10"
NOTES.-
1. BACKFILL AND WATER -IN THOROUGHLY.
2. BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED
PLANT SHRUB 2" HIGHER THAN
ORIGINAL GROWN GRADE
SCALE: N.A
1111111111211110 "
SLOTTED CONFIGURATION FOR PVC UNDERDRAIN PIPE
1. MINIMUM OF 4 SLOTS PER ROW (A)
2. MINIMUM OF 1" LENGTH OF SOLID WALL 6E SLOTS (B)
3. MINIMUM OF 0.06" SLOT WIDTH (C)
4. MINIMUM OF 0.25" SPACING BETWEEN ROWS
5. MINIMUM OF 11 ROWS PER LINEAR FOOT (E)
6. MINIMUM 6 SQUARE INCHES OF OPEN AREA PER LINEAR FOOT
7. REFER TO THE DETAIL ON SHEET 17.
I� I I i + 1. � �I � '� �1 yl�t►
APPLY
MULCH AS SHOWN
FINISHED GRADE
LOOSEN OR SCORE SIDES
OF ROOTBALL
REMOVE CONTAINER
LOCATED
IN
THE
NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69
WEST
OF
THE
6TH P.M., CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO
611
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newepaW rack sign pole, USPS mailbox,
furniture, can, e ..
III grates, etr,.)
APPLY PATH MATERIAL IN 2" COMPACTED
LIFTS. CROWN PATH FOR DRAINAGE.
CRUSHER FINES MATERIAL MIN. 4" DEPTH.
F STEEL
EDGING SECURED
WITH PINS
MULCH BED
SEE PLAN R WIDTH
SCALE:N.T.S.
1f
R tell WIN i
r sr
SPECIFIED TREE STRAP COLLAR, DO NOT TWIST.
14 GUAGE GALV. WIRE WITH 1/2" O X 13" WHITE PVC PIPE ON WIRE.
STAPLE WIRE TO POST TO PREVENT THE WIRE FROM SLIPPING.
INSTALL AT PROPER HEIGHT AS SHOWN.
ONE WOOD STAKE/POST 6/8/0' IN HEIGHT, DEPENDANT ON TREE SIZE.
DRIVE 24" INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT, DO
NOT PENETRATE ROOT BALL WITH POST. PLACE POST IN LINE WITH
PREVILING WIND ON WINDWOOD SIDE.
PLANT TREE 1" ABOVE FINISHED GRADE, ENSURE THAT TOP OF ROOT
FLARE IS VISIBLE,
APPLY ORGANIC MULCH AROUND TREE TO A MINIMUM OF 3' RADIUS
FROM TRUNK, FORMING A RING TO A DEPTH OF 4 DO NOT PILE
MULCH AROUND TREE TRUNK AND NO MORE THAN 1" DEEP ON TOP
OF ROOT BALL.
2" HIGH WATER BASIN WITH MULCH OR SOIL, TYP. REMOVE BASIN
UPON SODDING IN IRRIGATED AREA
BACKFILL HOLE WITH EXCAVATED NATIVE SOIL. COMPOST AND
MYCORRHIAE SHOULD BE ADDED TO AMEND SOIL. (DEPENDING
ON SITE CONDITIONS.)
REMOVE ALL BURLAP, TWINE & WIRE FROM ROOT BALL. REMOVE
TREE BASKET OR CONTAINER. REMOVE ANY NURSERY STAKES.
INITIAL STABILIZING BACKFILL TO 1/3 DEPTH, LIGHTLY
COMPACTED NATIVE SOIL AROUND ROOT BALL TO STABILIZE..
SET ROOT BALL ON UNDISTURBED SUBGRADE TO PREVENT SETTLING
DO NOT COMPACT SUBGRADE.
NOTE:
• NEED FOR ADDITIONAL POSTS DEPENDANT ON SITE
LOCATION AND SIZE OF TREE
• REMOVE POST AFTER ONE GROWING SEASON
• WOOD MULCH ONLY, NO ROCK OR INORGANIC MULCH
LIKE RUBBER OR PLASTICS
,/N.T.S.
ISM -
NOT TO SCALE
<3=1 PREVAILING WIND DIRECTION
CAUTION - NOTICE TO CONTRACTOR
UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING
THEIR LOCATION PRIOR TO CONSTRUCTION.
1. THE CONTRACTOR IS REQUIRED TO CONTACT THE
COUNTY PUBLIC WORKS DEPARTMENT, AND ANY OTHER
PUBLIC OR PRIVATE AGENCY NECESSARY FOR UTILITY
LOCATION PRIOR TO ANY CONSTRUCTION.
Z THIS DRAWING MAY BE A PART OF A COMPLETE SET OF BID
DOCUMENTS, SPECIFICATIONS, ADDITIONAL DRAWINGS,
AND EXHIBITS. UNDER NO CIRCUMSTANCES SHOULD
THESE PLANS BE USED FOR CONSTRUCTION PURPOSES
WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON
SITE, AND REVIEWING ALL RELATED DOCUMENTS.
3. UNDERGROUND UTILITIES EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR TO ANY
CONSTRUCTION ACTIVITY. WHERE UNDERGROUND UTILITIES EXIST, FIELD ADJUSTMENT MAY BE
NECESSARY AND MUST BE APPROVED BY A REPRESENTATIVE OF THE OWNER. NEITHER THE
OWNER NOR THE LANDSCAPE ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER, IN
RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE INDICATED PLANT MATERIAL,
UTILITIES, OR EASEMENTS. UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED
WITHOUT PHYSICALLY LOCATING ALL UTILITIES AND EASEMENTS ON THE SITE.
1765 W. 121 st Avenue
Suite 300
Westminster, CO 30234
303-421-4224 • .Ija.eom
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1EXISTING TREES
0 10 20 40
(FEET)
1 Inch = 20 ft.
LANDSCAPE REQUIREMENTS CHART
OTAL SITE AREA (SF)
LANDSCAPE ITEM
IN. REQUIRED (30%)
PROVIDED (34%)
MINIMUM LANDSCAPE AREA (SF.)
34,324
38,959
STREET TREES - W. 44th AVE(357 LF.)
TOTAL
NEW
EXISTING
11
0
ON-SITETREES WITHIN T SETBACK (357 .)
TOTAL
W
XIS I
30
INTERIOR SITE T
TOTAL
---^
_
EXISTING
3
9
* N-SITE SHRUBS 344 **157
FORMULAS
MINIMUM SITE LANDSCAPE AREA= 30%
STREET TREES= 1 PER 35 LF.
ON -SITE TREES IN FRONT SETBACK= 1 PER 30 LF
INTERIOR SITE TREES= 1 PER 1,000 SF.
ON -SITE SHRUBS= 10 PER 1,000 SF.
NOTES:
*ON -SITE SHRUBS ARE INCLUDED WITHIN 0' STREET BUFFER AREA
**187 REQUIRED SHRUBS HAVE BEEN SUBSTITUTED AT A RATE OF 1 TREE/10 SHRUBS
EXISTING TREE CHART
TREE NO.
CONIFER (C) OR DECIDUOUS (D)
CAL.IN.
CONDITI
*CREDIT TOWARDS REQUIRED TREES
INOTES
3
D
24
GOOD
3
PRESERVE
4
C
13
GOOD
3
PRESERVE_
6
D _
46
GOOD
3
PRESERVE
7
D
4
GOOD
1
PRESERVE
3
D
5___
GOOD
2
PRESERVE
9
D
5
GOOD
2
-
PRESERVE
10
D
5
GOOD
2
� PRESERVE
TOTAL
12
*TREES WITH A CALIPER OF 5" OR LESS MAY BE CREDITED AS 1 TREE. TREES WITH A CALIPER OF 5"-10" MAY BE CREDITED AS 2 TREES.
I-- < 0 TREES WITH A CALIPER IN EXCESS OF 10" MAY BE CREDITED AS 3 TREES.
> PLANT SCHEDULE
3YIVIDUL
DECIDUOUSTREES
EVERGREENTREES
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JNCO ALPINE CARPET COMMON JUNIPER
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SYMBOL
CODE COMMON NAME
MULCH
10 o
CG GREY COARSE MOUNTAIN GRANITE, 1"-3" DIA
SOD/SEED
�LNS NATIVE SEED
RGS RAIN GARDEN & WILDFLOWER SEED MIX
CAUTION - NOTICE TO CONTRACTOR
UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING
THEIR LOCATION PRIOR TO CONSTRUCTION.
1. THE CONTRACTOR IS REQUIRED TO CONTACT THE
COUNTY PUBLIC WORKS DEPARTMENT, AND ANY OTHER
PUBLIC OR PRIVATE AGENCY NECESSARY FOR UTILITY
LOCATION PRIOR TO ANY CONSTRUCTION,
2, THIS DRAWING MAY BE A PART OF A COMPLETE SET OF BID
DOCUMENTS, SPECIFICATIONS, ADDITIONAL DRAWINGS,
AND EXHIBITS. UNDER NO CIRCUMSTANCES SHOULD
THESE PLANS BE USED FOR CONSTRUCTION PURPOSES
WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON
SITE. AND REVIEWING ALL RELATED DOCUMENTS.
3, UNDERGROUND UTILITIES EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR TO ANY
CONSTRUCTION ACTIVITY. WHERE UNDERGROUND UTILITIES EXIST, FIELD ADJUSTMENT MAY BE
NECESSARY AND MUST BE APPROVED BY A REPRESENTATIVE OF THE OWNER. NEITHER THE
OWNER NOR THE LANDSCAPE ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER, IN
RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE INDICATED PLANT MATERIAL,
UTILITIES. OR EASEMENTS. UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED
WITHOUT PHYSICALLY LOCATING ALL UTILITIES AND EASEMENTS ON THE SITE.
1765 W. 121st Avenue
Suite 300
Westminster, CO 80234
303-421-4224 --wwwUa.com
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EXISTING STREET LIGHT TO REMAIN
PROPERTY LINE
0.1 0.1 0.2 '0 3 _0.5 ,O.i 0.8 +1.9 0.8 ,o.7 '0.6 O.7 0.8 0.9 10 0.9 0.8 08 ,0.9 1.0 +1 2 1.3 1.4 1.5 +1,5 i1,6 /,224
+1.4 1.4 1.3 1_1 0.9 +0.7 O.7 y0.6 0,6 O.6 O.6 04 0.3 +02 02 0.1 +0.1 0,0 '0'0 0.0
0.1 C.2 0.3 0.5 0.9 +1-5 -- i.9 2.0 _1.5 Yi.1 0.9 L 1 _1.5 -?.l Z.O L8 +1.3 1.1 +1.2 ..1.5 �2.0 2$ ,- i _2.4 _+?.8 ?.7 +?.3 +1.6 +1.2 +1.0 _I.Q }1.3 +1.6 1.6 +1.4 0.9 0.6 0.4 Q. _0.1 O.i 0.0 r1.0 +C.O
0.1 0,2 +0.3 0.5 - - - - - --
+ r _2 0,1 y0.0 +0.0 0.0 +0,0
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EXISTING STREET LIGHT TO BE REMOVED
+C.O +0.0 +QO 0.0 O.i 0.1 O1 _'� .1 0. O.1 n.i 0.1 .1 .�.1 0.] 0 Q2 O. C.1 Q.1 1 QI -.1 i.1 0.1 0.1 O.1 a 0.1 Q1 0.1 ,0.2 0. 0.4 0.2 0.1 00 0.0 0.0 0,0 0.0
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SB
+0.0 +0.0 +0,0 yQ.O +0,0 C.0 _ 0 +0. n.0 0 a.2 0.2 a1 0.2 +2.5 0.1 _O,0 _O.1 1.4 +0,3 _O.O _O.1 ,0.6 i 2 +a.1 .0.0 +C.2 _3.1 70.i rO.Q 0. a 0,1 .1 }0.1 .1 +Q5 .9 '1.7 i0 Qi O.a 0.0 +0.0 +O.0 +O.O ,0.0
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STUDIO LIGHTNING
63 SUNSET DR.
BAILEY, CO 80421
303,242.1572
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LIGHTING CALCULATION STATISTICS SUMMARY:
AVERAGE MAXIMUM MINIMUM
MAXI'MIN AVG/MIN
OVERALL SITE: 1.0fc 7,3fc 0.Ofc
NA NA
SIDEWALK: 2.4fc 7.Ofc 0,3fc
23,3A 8.0:1
SCALE: 1" = 40'-0"
PHOTOMETRY PLAN GENERAL NOTES:
1. VALUES SHOWN ARE MAINTAINED HORIZONTAL
ILLUMINANCE VALUES MEASURED AT GRADE.
2. SITE LIGHTING DESIGN HAS BEEN COMPLETED TO
PRODUCE EVEN ILLUMINATION OF PARKING AND
PAVED AREAS.
3. ALL LIGHT FIXTURES SHALL BE FULLY SHIELDED
AND DIRECT LIGHT DOWNWARDS.
4. THERE WILL BE NO OFF -SITE GLARE ALLOWED.
5. ALL EXTERIOR LIGHTING TO BE PHOTOCELL
CONTROLLED. PROVIDE IECC COMPLIANT
CONTROLS AND VERIFY ALL CONTROLS WITH
OWNERSHIP PRIOR TO PURCHASE AND INSTALL.
SITE LIGHTING DESIGN HAS BEEN COMPLETED TO
CONFORM TO CITY OF WHEAT RIDGE EXTERIOR
LIGHTING STANDARDS
1765 W. 121 st Avenue
Suite 300
Westminster, CO 80234
303-421-4224 • www.lja.com
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Call before you dig.
No. 1 7
DESCRIPTION
The E , rt LED tun inaire features a cIASSIG and Stylish design with the
added bc,nefrts of solid state lighting technology, offering outstanding
uniformity and eriercry savings. Using Cooper Lighting Solutions'
proprietary LED LiuhtSquare technology and Aer,ULED Optic System,
the Entri LED lUminaire offers designers vast versatility in system design,
function and performance. Use Entri -ED for wall mount architectural
jighting a �plications and egress ightng requirements. UL,cUL listed for
use in wet locations.
A S. ECi FICA TION FEATURES
Fill U] spl, 1 1111
J 10tim W:t" 0 91 Ili ILIJ RAN 11i 4 W Will 9113 k1l MALIV I Ili
MIA
I
1
i
m
Cons t ruction
-calabilit - to meet customized
Y
-
zinc dated tic mount l k function
f ,q 1
t c
F!OL ING. Heavy � wall. one •loco [.
Y
application requirements. CR
pp t
� nmounts
box plat., that dire t!y to
die-cast aiuminuu' construction
n C - -
and .0 I offering includes 2200K,
" -
4 . I -Box. LightSquare mounts
for precise tolerance control and
2700K, 3000K, 3500K, 4000K,
facing downward. Fixture slides
repeatability in manufacturing_
6000K, and 6'00K with minimum
over mounting plate and is secured
tntegra; extruded aluminum heat
7OCRl and 2700K and 3000K with
with two stainless steel fasteners.
sink provides superior thermal
minimum 80CRI all within 5-step
Mounting plate features a one -
;teat transfer in ,40'C ambient
MacAdam ellipse.
piece EPDM gasket on back side
environments FACEPLATE DOOR:
of plate to firmly seal fixture to
One piece, d e.-cast elummam
Electrical
wall surface, forbidding entry of"-
constru: r.Captive_ side
�t o) e
n
LE_ drivers meant to die-cast
moisture and particulates. Optional
.1.'.� ; •.
hinged faceplate s1a"Inge open via
aluminum back housing fir
mounting arrangements utilize a
release of one flush mount die-
optimal heat sinking, operation
die-cast mounting adaptor box
�" I
cast aluminum larch on housing
efficacy, and prolonged life,
to allow for LED battery pack,
side panel. GASKET: One-piece
Standard drivers feature electronic
surface conduit and trough branch
molded Silicone gasket snares
2
universe! voltage [12C 2-7V
wiring. The Entri LED luminaire
�rf e en
e cell � between the door
perfectly
.,0,60 zt -
Hz , 347V 604� z or t.,OV 60H-
1
-
is approved far mounting on
PP g
housing for repeatable seal. LENS.
operation. 480V is compatible for
carnhustlble surfaces.
Uplight fens Is npact-resistant
use with 480V Wye sy .tens only-.
_
5l32 thick tempered frosted glass
Greater than 0.9 power factor, less
Finish
- - -
Sealed to hOUSing with Continuous
than 20"'c harmonic dlst Oltlon, and
Housing Is finished in five -stale,
pest r,
12 " �„
bead Silicone gasrcet. Downiight
IS suitable for operation in -40'C
super TGiC polyester powder coat
lens Is an QED LightSquare with
to 40'C an'blent environments
paint, 2.5 mil nominal thickness
integral opt cs sealed for IP66
and optional SOC construction
for superior protection against
t. G.
ratin . HARDWARE -"armless g
available. All fixtures are shipped
fade and wear. Li_ghtSiluare cover
steel rnaurting screws and latch
standard �Jlih tOhVs12kA common
plates are standard white and
c
hardware _�ilow access to electrical
- differential -
and drff_rennal marls surge
may be specified to -Hatch finish
cem onemts for installation and
P
r a
Li hTS uare feature
P g q
dt iuminair •1-1 Standard
e hot si lg. standard
servicing.
an IP66 enclosure rating and
colors Include black, bronze, grey,
-
nlaintain greater than 98"� lumen
g
white dark platinum I
plot u old graphite
Optics
maintenance at 60,000 hours
metallic RAL and custom color
Choice of 9 oaten cite high
Per iESNA T NI-2i.Ener Emergency
matches Consult Outdoor
ENC/ENTIENV
efficiency Accu LEA Optics"'
egress options for -20'C ambient
Architectural Colors brochure for a
distributions. Optics are. or
env'sonm nts, Wavel-inx"',
complete selection.
ENTRI LED
designed to shape the light
in cupancy sensor, and dimming
output, maximizing efficiency and
options available.
Warranty
application sn r c Accu LEDFive-
year Yearrarranty.
Li htS uare
Optics technology creates
Mounting
Solid State LED
con Intent distributions with the
JUNCTION BOX: Standard with
ARCHITECTURAL WALL
LUMINAIRE
DIMENSIONS
--- - .__._
GRADE
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CERTIFICATIONDATA
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CONDUIT MOUNT; BATTERY BACK BOX
LlvL..'cs,8a c. ,pl et
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ENERGY DATA
EI t "c l_ED D' era
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SHIPPING DATA
f..
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m Appr xt[ Net Weight
t
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15,2 lL�. 'p k -het k u>.
29.1 Ihs (1 k rA"h kb :
: COOPER
11hcEN
i,ghtmp solution-
S-pl-,ner 1 2a22 1'.11 Phi
TYPE'SP1'POLE DETAIL
SCALE: NTS
STUDIO LIGHTNING
63 SUNSET DR.
BAILEY, CO 80421
303.242.1512
."r` - .
SP1
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• Ordering Information ane2
. g P�
Accessory8 -a Mounting Details ,,
9 ti g=-
• installation Overview pug, c
• Energy and Performance Data
pS e Optical Distributions i
P r g -
OPTICAL
• ChoiChoic, of eight oa era lei lit el l t,12 1 V A
Optic e....mo.or 1 al � Ise
r,tioI1J
ophes
Opi a. _ Po, enclosuic rated
y Con-!u Temperaturea �Dolor r'CT) ol,u,u�s.
0l_ R .220o,Y, s 100K 3000K, 40001,, 3500K
5000K
au - cRI 3
cool tdi
ry drnCer for u<Pra ,e r'.endly a)d chservatory
Ip atone
• OptionaLl Jd in tnlI ante -hl „foe sect. ar or soil
high ...... el (clisrete
* Singe oleo )- I t se. a hi �-
ae
M19ul i• le-picce C ll qura"le ve tital pe i„lets:
e"d'ng
ELECTRICAL
111 A 347-48l v, ar f `'SeV, SO,fi„rtu
Stand�r,. 0-10V din 19
. 10kV a. 0 20kV sun g ^ protect _r cone ., ?, se ins
ant parallel -,ion,
'Ste 1 --
riteu to.rur.a -lo'ti
•�;utt h forropera.i nIn 40'1a!a u0'C ambient
env-ro',ments
COOPER
LightingJn-
Epic
Decorative Pendant Luminaire
41�
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PHYSICAL CHARACTERISTICS C ERISTICS
:;ast all' dell-., :.0 to; d.a 1? 't
I 9
aluminua r lountinq arm lob 'Vith feu "doteneu
L nee � e di._e a-.e ho ) q T,ieei csti'seed
F "
D naet 1 + e„ _eais out mo`.w"e and peon Iamin ants
• Control or Ili one ga k err u.._d tic gal the
lens and mehanuructurcc
• TaH ficture u't yin a" oar .eaEura a heb-
v-ceaale cent.i st c icr e,,ti-n car lift ,
gasY : m access to su•qodule. P. R. and FADc
H avyg ucaa. Isiah -.uun alunnluu., sbadis
otter so „a ioi si finish and c r-is"ncy
ram
Optional t:ron-mcu ! bishop aifa
r best tol:
retrofit
Full l of "'mtodlib.0 mount nc rims
erallable in accossones-•echor
• Housing finished In 5 stage sups IC' polyectal
uo" net coat part . 5 n ii o itin I tl H 2 s
-t, ridaro c,Ic, p s plc as do rangeof
' us cm a iCan ul ,our Cooner Lmhz,nn
eI Cse`i tat ve f r cu e tom co or ap i oel
• Approximate 1Seigl t: 26 Ls nali_ 2I !hs (short)
• Fixture EPA 0 TJ (tar) 0 50 (short)
- M mvtldth _.
l ones
CONTROLS
l
t 1'I I 1 i- r C r tar
p
vhotoc,-k-, or Nei,vonked Ligihnq Conirol
u Iules
Opnonal ri Adcstable D!mn,ing Cantr'ol Module
(FADr)
'!I a an dal adl-nment of p r:er
_u1 .c for en' r eo u iput tactc:
Pat o hh hest eon tit leoel rer o l e t sun
r � p �k
elected
Alley, l lgle fixtt e SKILJ to - multiple
t old an i,aticlis',"e m„rual a. ju_tment at
iq�ta!;a,
Oetjnrra:4r n-h i-B c r OPItI le for
teyat'o, nbo,id ems svrih DaU-and
D4 <nattlee or per
COMPLIANCE
llwltlkv s I I 1 fur 301301< COT sl.l-+arrrer
LL l.et LDr_tic, rated
WARRANTY
-
FI eoearliw n e'ala t Coast It weihsu
e f. "i
details
S .anflgurat for mated tall imtor,at"un
LUMINAIRE SCHEDULE
Symbol
Label
General Description
Mounting Height
Color
Catalog Number
Lamp
LLF
Watts
Shielding
BOLLARD
3'-0" AFG
BLACK
INVUE
LED
1.00
16W
FULL CUTOFF
SB
WALKWAYS
ABB-Bi-LED-36-D1-S-BK
PUBLIC PEDESTRIAN
12'-0" AFG
BLACK
MOUNTAIN STATES
LED
1.00
58.4W
FULL CUTOFF
PL1
POLE
CY 11 T4
WALKWAYS
SITE POLE
12'-0" AFG
BLACK
INVUE
LED
1.00
33W
FULL CUTOFF
SP1
WALKWAYS
EMM2-HSN-SA1A-730-U-
T2 R-TB-0-C L-B K-VA6105-XX
WALL PACK
10'-0" AFG
BLACK
INVUE
LED
1.00
25AW
FULL CUTOFF
WP
SIDEWALKS
ENV-SA1-B-730-U-T3-
BK-DIM
PL1
MSL PART # 12SRA-4.5(2201TEN.3"X3"-VBC-GAL-BK i'CY1IT4-VS3AR
O
MOUNTAIN STATES CY11T4 SERIES CUTOFF LED FIXTURE
MOUNTED ON 3" 0 x 3" HIGH TENON
VERIFY LED COUNT AN DISTRIBUTION
D DI RIBUTION TYPE PER JOB
POLE SPECIFICATIONS:
POLE BY MOUNTAIN STATES LI
GHTING
IGH "ING
MI
NIMUM
! I ,
OUTSIDE DIAMETER: 4.5" WALL THICKNESS:.22 (L.INIhII.M
MATERIAL: ALUMINUM POi E WITH ELASTON,IER BOLT COVER
EPA: MINIMUM 20 IN 30 MPH ZONE
PART # 12RSA-4.5 (.220) - TEN'3x3-OPTGFI-VBC-GAL-BK
(INCLUDED IS A VANDAL PROOF 16" a x 19" TALL GALLIVAN STYLE
BASE CODER MADE OF 71 LBIFT� HIGH DENSITY ELAST R _ N O i R
FINISH: PAINTED BLACK
2•"x 5' HAND HOLE CENTERED 12" FROM
BOTTOMOF POLE
LOCATED BEHIND DECORATIVE BASE. GROUND BOLT LOCATED
ACROSS FROM HAND HOLE OPENING.
ANCHOR PLATE DETAIL
i
BASE PLATE
PLC"x10x10s"(Alum.)
PLATE TEMPLATE
1 �
�
4 SLOT�
8 4 I _D HOLES '" x 3. at
1
90" Use 8" O BOLT CIRCLE.
-
i 4" 0 \NIREWAY (CNTR'D.1
ANCHOR BOLTS
4 - 3" O x 1'-6" Long wJ 3" Hook
PROJECT 3?' " OUT OF CONC.
I rV
MOUNTAIN STATES LIGHTING Phone L4^10
Fa1605 Bc55
Wheat Ridge Pedestrian LED Flx'•.ule'poie
_E I Ca,-. C "lit:
NT S Ry Pi 12SRA CY1ITs GAL 2025
r_P.
MoLmtain States
DESCRIPTION
The Arbe• Bollard front Inv ue brings architecture i style to the
pedest an level The A [,or o hard can he used along with Arbor post
too luminaires to provide a c oordinaied look sure to enhance any
arCleteanirrl setting. WaveSt ear LED opnos p csent a pixilation free
In age replacing visible glare, while providing high levels of pavement
illumination.
Invue
Catalog if Typo
Project •
Cammartts Date
Prepared by
SPECIFICATION FEATURES
Construction
and indl lien ante for I 0 27 V
based polyester po"de, coatings
np Housing: Low copper ', cast
50i60H 4. V 60F1z or 480V 601-12
that are spe Ifi all. formulated
ahumi num top maintains strength
operation. Offered standard with
to withstand extended outdoor
and precision while providing
0-10V dimming driver and Cooper
exposure. The powders are
for. rapid heat dissi,at r vanda
p „ I
i-I tit Sol
Lly n_I rig Solutions' proprietary
formulated exclusively for Cooper
resistance and superior i y rnl.
circuit module designed to
Lighting Solutions to serve
Lower lousing. Heavy 0.188 wall
withstand UkV of transient line
functionally as well as decorative.
ea .'less extruded aluminum 4"
surge_ LUli mlr'a'e is suitable for
Good film appearance combinded
0 D, shaft attaches to bas„ via
ambient temperature applications
with excellent mechanical an
stainless sloe I fasteners, BASE:
a
from 3C „C -221FI to 40°C (104 F)
exterior ex pesure qualities
Hugged corrosion resistant
`nd IP66 rated against the ingress
display greater that) twice as
extruded aluminum base nI.eats
t.f dust and water.
much. gloss retention. HAL and
to foundation With three anchor
eastern color matches available.
bolts Base features a pli3bte 1,2"
controls
Finish is compliant with ASTIVI
thick neoprene leveling pad tilted
The Arbor Ballard options are
B117 30001hr salt spray- standard.
to the bottom of base allows
designed to be simple and cash.
9 P
0-[ions to meet
P Buy .Anaencan Act
for sealing against Water ono
effective ASHRAE and California
requirements
dirt ingress regardless of m' 1or
Title 24 compliant solutions. An
dev,abons in re. a grade of concrete
integrated rimming and occupancy
Warranty
pad.
sensor is a stand3lone control
Five-year warranty.
option available Ie In an;off tfvtSP1
eand'c
Optics
level dimming (MSPiDiMI
General putoos . rymlee,sic
operation. An optional handheld
distnb,rtluh I. a -
vaoptic Lisiny
remote (ISHH) allo=,its =.ustom
t,
4..,vaSneam LED optical P
to hl.�ldgy Ti'eoptical
programming to suit all needs.
)alegUlde IS manufactured Lsing
precision h'fe.,tL.n muldeJ acrylic
Mounting
for the ultimate level of glare.
Luininane is n'ounted to 3.c 12"
control :Ind visual -omfort.
anchor bolts on a 2-3r8` bolt citcfo
to with stand a 600 pound overturn
Offered standard in 4000K
nnome,t On;er anchor halts and
' " 2 6K? -CT, optional 3000K
instataJon template separately
rhini 'um 80 CRI,
(AB.Anchoo)
Electrical
Finish
n
L4- j":Vet I are mounted Imo.
Cooper Lighting Solutions unit zee
electrical tray for easy instc1lant .
i
premium ultra vveatherable T&C
oIMENslolvs
BOLT CIRCLE ORIENTATION
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1114
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COOPER
D1htng
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tR " I I ••-P a .
PATHWAY LUMINAIRE
CERTIFICATION DATA
-
i
U'L cUL L a'e
5o 11101
a hs
I k p ,. ed :,011,o 1 _u,.
a.mm Ip
ENERGY DATA
EI cn LED D
P
T Llv
e 51 t
14 V 60Hz 6J],z
o-C rat
-core A ,t mp �r.. R.,r,a
Appro t Net Weight.
I »EN
C}y�. , 10 AM,
1765 W. 121 st Avenue
Suite 300
Westminster, CO 80234
303-421-4224 • www.lja.com
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Know what's below.
Call before you dig.
ME,