HomeMy WebLinkAboutApplewood Village Shopping Center PCD SDP Amend 15C ►fin ao+% oda i a% �t5 (o� (ao �� • �Aa°'a U UM C� kY � e��Q �� 5 � O� C jradO t 103 _
APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT
SPECIFIC DEVELOPMENT PLAN AMENDMENT #I S
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
SITUATED IN THE SE 114, NW 114, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
CIVIL ENGINEER SURVEYOR PROPERTY OWNER VICINITY MAP SHEET INDEX
STERLING DESIGN ASSOCIATES, LLC FLATIRONS, INC. U.S. RETAIL PARTNERS, LLC
2009 W. LITTLETON BLVD. 8300 655 FOURTH AVE. C/O REGENCY CENTERS OF 10 COVER SHEET
GLEPn t/ I OF I O OVERALL SITE PLAN
LITTLETON, CO 80120 LONGMONT, CO 80501 8480 EAST ORCHARD ROAD, SUITE 6900
(303)794.4727 303-778-1733 GREEN WOOD VILLAGE,C080111 3 OF 10 SITE PLAN
CONTACT: JOSEPH SCHIEL, PE CONTACT: JOHN B. GUYTON (303) 30M300 — W _ _ 4 OF 10 SITE DETAILS (PRIVATE)
CONTACT: TOM METZGER m --�
LANDSCAPE ARCHITECT ARCHITECTS 5 OF IO PHOTOMETRIC PLAN
STERLING DESIGN ASSOCIATES, LLC ARIA GROUP ARCHITECTS, INC. w p 6 O 10 LANDSCAPE PLAN
2009 W. LITTLETON BLVD. 8300 630 NORTH BLVD. 7 OF 10 PLANT LIST &NOTES
LITTLETON, CO 80120 OAK PARK, IL 60301 Q '�
(303)794-0727 (708)445-8400 80 8 OF 10 LANDSCAPE DETAILS
CONTACT: MIKE H.4AF, RLA CONTACT: ILIAS SAOUKBAGV W o 9 OF 10 BUILDING ELEVATIONS
T W 50t 10 OF 10 BUILDING ELEVATIONS
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LEGAL DESCRIPTION W - D- Sterling Design Associates, Ilc
A PARCEL OF LAND, RECORDED IN THE OFFICE OF THE JEFFERSON COUNTY CLERK AND RECORDERAT RECEPTION N0.2018027462, DATED FEBRUARY d I'- _ QN I CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
B, 2010, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 8TH PRINCIPAL MERIDIAN, CITY OF _ _ f J!
WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ¢ 17 F
f' 2009 W. Littleton BNd. fF30D
CONSIDERING THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 20 TO BEAR NORTH 89°28'29" FJIS7, A ' 7SITE y— U,tluon. CO &0120
DISTANCE OF 1322.42 FEET PER THE PLAT OF APPLEWOOD VILLAGE SHOPPING CENTER FILING NO. 2, RECORDED AT RECEPTION NO. 2017 DATED J- 3W.791.4T77 p''
AUGUST 7, 2017, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. � W 32ND AVE
uvwrv.SaeNLripiAasR®tamm
1
COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION SECTION; THENCE NORTH 64°05'28" EAST, A DISTANCE OF 1525AI FEET TO THE NORTHEAST PREPAREDUNDERTHE DIRECTSUPERVISION OF
CORNER OFA 6 FOOT PUBLIC RIGHT OF WAY A6 DESCRIBED AT RECEPTION NO. 2017022103, DATED FEBRUARY 28, 2017, IN THE OFFICES OF JEFFERSON i JOSEPH G. SCHIEL PF.
REGISTRATION 1833?
OOUNTY CLERK AND RECORDER: THENCE NORTH 69'29'29" EAST, ALONG THE NORTHERLY LINE OF SAID 0 FOOT RIGHT OF WAY, A DISTANCE OF6.00 COLORADO — -)\ DESIGN ASSOCIaiES. LLC
FEET TO A WESTERLY LINE OF LOT 1 OF SAID APPLEWOOD VILLAGE SHOPPING CENTER FILING N0.2 AND THE POINT OF BEGINNING; THENCE NORTH FOR a ow eENALF OF eTERLING -
89°29'29" EAST, ALONG A SOUTHERLY LINE OF SAID LOT 1, A DISTANCE OF 134.00 FEET TOA CORNER OF SAID LOT 1; THENCE SOUTH DO°54'01"EAST, -`- f..�' — — -
ALONG A WESTERLY LINE OF SAID LOT 1 AND THE EAST LINE OF SAID PARCEL DESCRIBED AT RECEPTION NO. 2018027462, A DISTANCE OF200 FEET;
THENCE SOUTH 89°29'29' WEST, ALONG THE SOUTH LINE OF A PROPERTY DESCRIBED AT RECEPTION NO. 2016027462. A DISTANCE OF 134.00 FEET TO
THE SOUTHEAST CORNER OF SAID PUBLIC RIGHT OF WAY; THENCE NORTH 00°54'01" WEST, ALONG THE EAST LINE OF SAID PUBLIC RIGHT OF WAY, A 'PRELIMINARY
DISTANCE OF 200 FEET, MORE OR LESS, TO THE POINT OF BEGINNING,
SAID PARCEL CONTAINING 26,799 SO. FT. OR 0.62 ACRES, MORE OR LESS. NOT FOR CONSTRUCTION
NORTH 1- 1000'
SIGNATURE BLOCKS STERLING DESIGN ASSOCIATES, LLC
CASE HISTORY
WT -1-6-15
WZ-14-07
CHARACTER OF DEVELOPMENT
IT IS THE INTENT OF REGENCY CENTERS, L.P. TO REDEVELOP A PORTION OF
THE APPLEWOOD VILLAGE SHOPPING CENTER INTO HACIENDA COLORADO
RESTAURANT, WITH ASSOCIATED DRIVE, PARKING, AND LANDSCAPE AREAS,
THE PROPERTY IS WITHIN THE "CONTEMPORARY OVERLAY DISTRICT"WHICH
REQUIRES A O' -2D' BUILD -TO LINE WHERE BUILDINGS ARE ADJACENT TO
PUBLIC STREETS.
UTILITIES WILL BE PROVIDED TO THE NEW RESTAURANT FROM EXISTING
UTILITY MAINS WITHIN THE SHOPPING CENTER. ANEW STORM SEWER STUB
IS PROPOSED TO CONVEY STORMWATER RUNOFF TO THE EXISTING
DETENTION AND WATER QUALITY POND IN THE SOUTHEAST CORNER OF THE
SHOPPING CENTER.
AS PART OF THE PROJECT, TWO EXISTING ACCESS POINTS ON YOUNGFIELD
AVENUE ARE PROPOSED TO BE RECONSTRUCTED AND TWO EXISTING
ACCESS POINTS ARE PROPOSED TO BE REMOVED. THE PARKING AREA TO
THE SOUTHOF THE PROPOSED RESTAURANT WILL BE RECONFIGURED TO
ALLOW FOR VEHICULAR PARKING AND ACCESS WITHIN THE SHOPPING
CENTER.. A PROPOSED ON-SITE SIDEWALK AND WALKWAY CONNECTION TO
THE YOUNGFIELD STREET SIDEWALK WILL PROMOTE A PEDESTRIAN
FRIENDLY ENTRANCE TO THE HACIENDA RESTAURANT. LANDSCAPE AREAS
WILL UTILIZE COLORFUL AND TEXTURAL LOW WATER DEMAND PLANTINGS
AND TREES.
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 PLANNED DEVELOPMENT 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 THIS SPECIFIC
DEVELOPMENT PLAN, DOES NOT CREATE A VESTED PROPERTY RIGHT.
VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO
THE PROVISIONS OF SECTION 28-121 OF THE WHEAT RIDGE CODE OF
LAWS.
U.S. RETAIL PARTNERS, LLC,
A DELAWARE LIMITED LIABILITY COMPANY
BY: U.S. RETAIL PARTNERS HOLDING, LLC,
A DELAWARE LIMITED LIABILITY COMPANY, ITS SOLE MEMBER
BY: GRI -REGENCY, LLC, A DELAWARE LIMITED
LIABILITY COMPANY, ITS SOLE MEMBER
BY: REGENCY CENTERS, L.P., -
A DELAWARE LIMITED PARTNERSHIP, ITS MANAGING MEMBER
BY: REGENCY CENTERS CORPORATION,
A FLORIDA CORPORATION, ITS GENERAL PARTNER
SY: •
NAME: WILL IAM DAMRA*h
TITLE: VICE PRESIDENT. MARKET OFFICER
COUNTY CLERK 8 RECORDER'S CERTIFICATE
STATE OF COLORADO )
)55
COUNTY OF JEFFERSON )
I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE
OF THE COUNT CLERK AND RECORDER OF JEFFER(5{(1 N COUNTY
AT GO�EN, COLO O, AT . ' :a{QO'CLOCK_9_.M. ON
THE 7- DAY OFe00K
PAGE , RE EPTION NO. 7
JEFFERSOlNa CLERKAND RECORDER
DEPUTY DEPUTY c�L1'1G Z9hn�iq
PLANNING COMMISSION CERTIFICATION
APPROVED THIS DAY OF
BYY� THE WHEAT RIDGE PLANNING COMMISSION.
CHAIRPERSON'
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32nd 8: YOUNGFIELD
WHEAT RIDGE, CO 80033
Regency -
Centers.
CL -
REGENCY CENTERS
8480 ORCHARD RD. SUEfE 6900
GREENWOOD VILLAGE, CO 80111
TEL: (303) 3005300
—T—E
COVER SHEET
1 OF 10
CITY CERTIFICATION
STATE OF COLORADO )SS
-
APPROVED THIS �-DAY OF IA1 �((—,'
BY
COUNTY OF JEFFERSON )
THE CITY OF WHEAT RIDGE. ..jj
i
THFOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
ATTEST
Ayo�
" SEAL
DAY OF EAV A.D. 20� BY W: N40A DA -le k,
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
f' - RWAS MADE BY ME.
CITY CL K I MAYOR -
OR UNDER MY DIRECT SUPER
CABBIE
KNOWLEDGE, INFORMATION A
NOTARY PU IC J•MYERS
NOTARY PUBLIC
C`_MMUNTI(D 'EL D9lECT,TR
APPLICABLE COLORADO STAT S; URRENT EDITION AS
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Regency -
Centers.
CL -
REGENCY CENTERS
8480 ORCHARD RD. SUEfE 6900
GREENWOOD VILLAGE, CO 80111
TEL: (303) 3005300
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COVER SHEET
1 OF 10
STATE OF COLORADO
MY COMMISSION L71POIkii D1EC 0, 2D20
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SURVEYOR'S CERTIFICATE
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THE UNDARY OF APPLEWOO
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-, IN IN CE WITH ALLQl:ORI�
APPLICABLE COLORADO STAT S; URRENT EDITION AS
AMENDED, TH ANYI,
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(SURVEYOR'S SEAL)
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32nd 8: YOUNGFIELD
WHEAT RIDGE, CO 80033
Regency -
Centers.
CL -
REGENCY CENTERS
8480 ORCHARD RD. SUEfE 6900
GREENWOOD VILLAGE, CO 80111
TEL: (303) 3005300
—T—E
COVER SHEET
1 OF 10
I
EXISTING •,
GROCERYSTORE ,4rJ
NOTA PART
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f
APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT
SPECIFIC DEVELOPMENT PLAN AMENDMENT #I S
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
SITUATED IN THE SE 114, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
I F
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MULTI-TENANf-
RETAIL
NOT A PART
SITE DATA TABLE
ZONING AND LAND USE
EXISTING ZONING PLANNED COMMERCIAL DEVELOPMENT (PCD)
(APPLEWCOD VILLAGE SHOPPING CENTER PCD,
AMENOMENTNB)
PROPOSED LAND USE RESTAURANT
TOTAL PROPOSED WITHIN LIMITS OF DISTURBANCE
LEGEND
PROPERTY LINE
ADJACENT LOT LINE
jv'i;.; •".../�j-_r.:: ,... _ EXISTINGSIDEWAIK
PROPOSED STORM SEVER
STM— STM EXISTING STORM SEWER
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
I _ PROPOSED SIDEWALK
-------------- EXISTING TO BE REMOVED
- EXISTING TO REMAIN
-PROPOSED NEW
FLOOR AREA BY USE
TOTAL PARCEL
PROPOSED
PROPOSED HACIENDA:
19
�.i5ACR
DISTURSr-D AREA
NILAT D ARCEL C.NO. 111 326:FiACI._NDAPAR,'EL)
S
0,01'. A'�''S
UNPLATTED PARCEL ITEC. NO. 2009001664
2.39 ACRES
0.755ACRE5
LOT 1 APPLEWOOD VILLAGE IO
SHOPPING CENTER SUBDIVISN R.G. NO.2
17.09 ACRES
0.110 ACRES
TU'�RyyF�i'I'Fn(-)t wry
0256 ACRES
TOTAL PROPOSED DISTURBED AREA (WITHIN R.O.W.)
0.256 ACRES
TOTAL PROPOSED DISTURBED AREA (ONSITE)
35% MAX.
1.480 ACRES
FLOOR AREA BY USE
- � — � MfTSOFPARI�IGANALYSIS
_ -
PROPOSED HACIENDA:
',I;._.LU
ACGESG— __TOft-HEKGVED—M
YOUNGF�LDSTREET
7,598 SQ. FT. BUILDING FOOTPRINT
sATNF
IZED
2,133 SQ. FT. 2ND FLOOR WITH 370 S.F.
PATIO
9,731 9a FT.
PARCELCOVERAGE
LOT SIZE-
25,798 SQ. FT. (0.615 ACRES)
BUILDING COVERAGE
35% MAX.
7,598 80. FT. BUILDING FOOTPRINT
(28.4% BUILDING COVERAGE)
OPEN SPACEILANDSCAPING
LIVING LANDSCAPING
10% MIN. OF GROSS LOT AREA
44%(11,651 S.F)
(2,680 6.F. MIN.)
TURF
30% MAX. OF TOTAL LS AREA
10%(1,144 S.F.)
(11,651 X.30=3,485 S.F. MAX.)
J PARKING CALCULATION
WITHIN ANALYSIS AREA':
TOTAL PROPOSED BUILDING SQUARE FOOTAGE: 31.336 SQ. FT.'
TOTAL EXISTING VEHICLE PARKING: 188 STALLS
TOTAL VEHICLE PARKING REMOVED WITH THIS SOP: (94 STALLS)
TOTAL NEW VEHICLE PARKING: 104 STALLS
TOTAL PROPOSED VEHICLE PARKING: 1198 STALLS (6.32 STALLS 11000 SQ. FT)
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YOUNGF�LDSTREET
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—INTERSECTION
y
PARKING SUMMARY
RE';UIREDII,LOWED PROPOSED
VEHICLE PARKING 4.00 11,000 S.F. l 120 STALLS' 106 STALLS (e.32 STALLS 11000 SQ. FT.)
BICYCLE PARKING 5% OF VEHICLE PARKING (6 STALLS) 6 BICYCLE PARKING STALLS I3 U -RACKS)
'PARKING REQUIREMENTS AND EXISTING BUILDING SQUARE FOOTAGE ARE BASED ON THE APPLEWOOD VILLAGE SHOPPING
CENTER AMENDMENT 119 OUTLINE DEVELOPMENT PLAN, RECORDED VNTH THE JEFFERSON COUNTY CLERK AND RECORDER
UNDER RECEPTION NUMBER 2018070522.
If
NORTH 0 20 40 80
SCALE: 1"=40'
Sterling Design Associates, Ilc
CML ENGINEERS • LANDSCAPE ARCHTECT5
2009W. Uldman Bhd. k300
U"d=mn. GO 80120
303.794.4;27 Ph
www Sn 1140-lffl#—
PREPARED UNDER THE DIRECT SUPERNSION OF
JOSEPH G. SCHIEL PE
COLORADO REGISTRATION 48332
FOR d ON BEHALF OF STERUNG DESIGN ASSOCIATES, LLC
PRELIMINARY
NOT FOR CONSTRUCTION
STERLING DESGN ASSOCIATES, LLC
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HACIENDA COLORADO
32nd & YOUNGFIELD
WHEAT RIDGE, CO 80033
Regency -
Centers.
GUENT:
REGENCY CENTERS
8480 ORCHARD RD. SUITE 69M
GREENWOOD VILLAGE, CO 80111
TEL: (303) 300-5300
-TILE.
OVERALL SITE PLAN
611FETNUYBER.
2 OF 10
A Of\
APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT
SPECIFIC DEVELOPMENT PLAN AMENDMENT #15
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
SITUATED IN THE SE 114, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
I---------------- — —
--------------
_ — 21
NORTH 0 15 30 60
SCALE: 1"=30'
7w—
LEGEND
PROPERTY LINE
ADJACENT LOT LINE
-------- EXISTING EASEMENT
EXISTING SIDEWALK
- — — - EXISTING CURB & CUTTER
EXISTING PARKING STRIPING
- PROPOSED PARKING STRIPING
- — - PROPOSED CURB & GUTTER
PROPOSED SIDEWALK
PROPOSED SIGN
40 PROPOSED SITE LIGHT
— PROPOSED STREET LIGHT
+ PROPOSED PEDESTRIAN LIGHT
SCHEDULE NOTES
O7 1.0 FOOT WIDE SIDEWALK CHASE,
O PROPOSED ASPHALT PAMG.
V PROPOSED CONCRETE PAVING.
OPROPOSED CONCRETE SIDEWALK (PRIVATE) VIDTH AS NOTED HEREON. SEE SITE DETAILS
(PRIVATE),
OPROPOSED 8.0 FOOT VIDE PUBLIC DETACHED SIDEWALK CONSTRUCTED 1.0 FEET WEST OF
THE PROPERTY LINE WITH 6.0 FOOT (MINIMUM) LANDSCAPE AMENITY ZONE. SEE ROADWAY
DETAILS (PUBLIC).
O PROPOSED SITE LIGHTING. SEE PHOTOMETRIC PLAN.
OPROPOSED THREE (3) BICYCLE RACKS (SIX BICYCLE PARKING SPACES TOTAL). SEE SITE
DETAILS (PRIVATE) -
OPROPOSED HACIENDA TRASH ENCLOSURE.
O9 PROPOSED 0.0-FOOTX 18.0 -FOOT, 4'NADE, 90 -DEGREE MITE PARKING STRIPING.
aPROPOSED ADA PARKING AREA STRIPING AND SYMBOLS. SEE SITE DETAILS (PRIVATE).
11 PROPOSED ADA PARKING SIGNAGE IN 6" DIA. CONCRETE -FILLED BOLLARD. SEE SITE
DETAILS (PRIVATE).
12 PROPOSED 2 FOOT WIDE PEDESTRIAN CROSSWALK STRIPING SPACED 4.0 FEET O.C.
13 PROPOSED 6' CURB AND 12' GUTTER (ONSITE). SEE SITE DETAILS (PRIVATE).
14 PROPOSED 6- CURB AND 24' GUTTER (WITHIN RA.W.). SAWCUT 2.0 FEET FROM LIP OF
EXISTING GUTTER AND ASPHALT PATCH BACK. SEE ROADWAY DETAILS (PUBLIC).
15 PROPOSED PRIVATE AOA -ACCESSIBLE CURB RAMP. SEE SITE DETAILS (PRIVATE).
18 PROPOSED ADA -ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES (VITHIN R.O.W.). SEE
SITE DETAILS (PUBLIC).
17 EXISTING FIRE HYDRANT TO REMAIN.
18 ANTICIPATED TRANSFORMER LOCATION.
10 ANTICIPATED GAS METER LOCATION.
20 PROPOSED WATER METER.
21 PROPOSED GREASE INTERCEPTOR.
22 PROPOSED CONCRETE RETAINING WALL LATH PEDESTRIAN GUARDRAIL DO FEET MAX.
HEIGHT).
OSAWCUT LINE 1 LIMITS OF DISTURBANCE.
OPROPOSED CONCRETE COMMERCIAL DRIVEWAY PER CITY OF WHEAT RIDGE STANDARDS
AND ASPHALT PATCH BACK2.0 FEET.
25 PROPOSED R1-1 STOP SIGN PER MUTCD ON STEEL POST AND'STOP" PAVEMENT MARKINGS
AND MITE STOP BAR, SEE SITE DETAILS.
O EXISTING SIDEWALK TO REMAIN.
27 EXISTING CURB AND GUTTER TO REMAIN.
OEXISTING PARKING AREA TO REMAIN,
29 EXISTING ASPHALT PAVING TO REMAIN
OPROPOSED TYPE D AREA INLET.
31 PROPOSED R1-1 STOP SIGN AND R3-2 "NO LEFTTURN" SIGN PER MUTCD ON STEEL POST
AND "STOP" PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS (PRIVATE).
32 EXISTING CONCRETE CROSSPAN TO REMAIN.
33 PROPOSED CONCRETE CROSSPAN, WIDTH NOTED HEREON. SEE SITE DETAILS.
OEXISTING BUS STOP TO REMAIN.
35 PROPOSED STREET LIGHT.
OPROPOSED PEDESTRIAN LIGHT.
37 EXISTING POWER POLE I OVERHEAD ELECTRIC LINETO BE UNDERGROUNDED BY XCEL
ENERGY.
OPROPOSED ADA -ACCESSIBLE RAMP NTH PEDESTRIAN HANDRAIL,
30 PROPOSED (3) STAIRS WITH PEDESTRIAN HANDRAIL.
427 PROPOSED 8' X10' TRASH ENCLOSURE FOR ADJACENT RETAIL BUILDING,
41 PROPOSED CONCRETE -FILLED PIPE BOLLARD.
42 EXISTING IRRIGATION VAULT TO REMAIN. CONTRACTOR TO REMOVE INLET GRATE AND
INSTALL AN 8" CONCRETE LID V14TH ACCESS MANHOLE.
43 INSTALL "NO PARKING - FIRE LANE" SIGNAGE PER MUTCD ON STEEL POST OR FASTEN TO
LIGHT POLE_ SEE SITE DETAILS.
Sterling Design Associates, Ile
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
209 W. Utde BW #300
Lkd—, CO 80120
303.784.4727 ph
www.seerfngDedglAmdreemm
PREPARED UNDER THE DIRECTSUPERWSION OF
JOSEPH G. SCHIEL P.E. 1111
COLORADO REGISTRATION48M
FOR & ON BEHALF OF STERUNG DESIGN ASSDCIATES, LLC
PRELIMINARY
NOT FOR CONSTRUCTION
STERLING DESIGN ABGOCIA-A, LLC
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32nd & YOUNGFIELD
WHEAT RIDGE, CO 80033
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REGENCY CENTERS
8480 ORCHARD RD. SUITE 6900
GREENWOOD VILLAGE, CC 80111
TEL (303)300-5300
�rTrns:
SITE PLAN
SHF£1NLMRER:
3 OF 10
- ••.
SO' WATER EASEMENT
(REC. NO, 927015475)
LB
17
_ — 21
NORTH 0 15 30 60
SCALE: 1"=30'
7w—
LEGEND
PROPERTY LINE
ADJACENT LOT LINE
-------- EXISTING EASEMENT
EXISTING SIDEWALK
- — — - EXISTING CURB & CUTTER
EXISTING PARKING STRIPING
- PROPOSED PARKING STRIPING
- — - PROPOSED CURB & GUTTER
PROPOSED SIDEWALK
PROPOSED SIGN
40 PROPOSED SITE LIGHT
— PROPOSED STREET LIGHT
+ PROPOSED PEDESTRIAN LIGHT
SCHEDULE NOTES
O7 1.0 FOOT WIDE SIDEWALK CHASE,
O PROPOSED ASPHALT PAMG.
V PROPOSED CONCRETE PAVING.
OPROPOSED CONCRETE SIDEWALK (PRIVATE) VIDTH AS NOTED HEREON. SEE SITE DETAILS
(PRIVATE),
OPROPOSED 8.0 FOOT VIDE PUBLIC DETACHED SIDEWALK CONSTRUCTED 1.0 FEET WEST OF
THE PROPERTY LINE WITH 6.0 FOOT (MINIMUM) LANDSCAPE AMENITY ZONE. SEE ROADWAY
DETAILS (PUBLIC).
O PROPOSED SITE LIGHTING. SEE PHOTOMETRIC PLAN.
OPROPOSED THREE (3) BICYCLE RACKS (SIX BICYCLE PARKING SPACES TOTAL). SEE SITE
DETAILS (PRIVATE) -
OPROPOSED HACIENDA TRASH ENCLOSURE.
O9 PROPOSED 0.0-FOOTX 18.0 -FOOT, 4'NADE, 90 -DEGREE MITE PARKING STRIPING.
aPROPOSED ADA PARKING AREA STRIPING AND SYMBOLS. SEE SITE DETAILS (PRIVATE).
11 PROPOSED ADA PARKING SIGNAGE IN 6" DIA. CONCRETE -FILLED BOLLARD. SEE SITE
DETAILS (PRIVATE).
12 PROPOSED 2 FOOT WIDE PEDESTRIAN CROSSWALK STRIPING SPACED 4.0 FEET O.C.
13 PROPOSED 6' CURB AND 12' GUTTER (ONSITE). SEE SITE DETAILS (PRIVATE).
14 PROPOSED 6- CURB AND 24' GUTTER (WITHIN RA.W.). SAWCUT 2.0 FEET FROM LIP OF
EXISTING GUTTER AND ASPHALT PATCH BACK. SEE ROADWAY DETAILS (PUBLIC).
15 PROPOSED PRIVATE AOA -ACCESSIBLE CURB RAMP. SEE SITE DETAILS (PRIVATE).
18 PROPOSED ADA -ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES (VITHIN R.O.W.). SEE
SITE DETAILS (PUBLIC).
17 EXISTING FIRE HYDRANT TO REMAIN.
18 ANTICIPATED TRANSFORMER LOCATION.
10 ANTICIPATED GAS METER LOCATION.
20 PROPOSED WATER METER.
21 PROPOSED GREASE INTERCEPTOR.
22 PROPOSED CONCRETE RETAINING WALL LATH PEDESTRIAN GUARDRAIL DO FEET MAX.
HEIGHT).
OSAWCUT LINE 1 LIMITS OF DISTURBANCE.
OPROPOSED CONCRETE COMMERCIAL DRIVEWAY PER CITY OF WHEAT RIDGE STANDARDS
AND ASPHALT PATCH BACK2.0 FEET.
25 PROPOSED R1-1 STOP SIGN PER MUTCD ON STEEL POST AND'STOP" PAVEMENT MARKINGS
AND MITE STOP BAR, SEE SITE DETAILS.
O EXISTING SIDEWALK TO REMAIN.
27 EXISTING CURB AND GUTTER TO REMAIN.
OEXISTING PARKING AREA TO REMAIN,
29 EXISTING ASPHALT PAVING TO REMAIN
OPROPOSED TYPE D AREA INLET.
31 PROPOSED R1-1 STOP SIGN AND R3-2 "NO LEFTTURN" SIGN PER MUTCD ON STEEL POST
AND "STOP" PAVEMENT MARKINGS AND WHITE STOP BAR. SEE SITE DETAILS (PRIVATE).
32 EXISTING CONCRETE CROSSPAN TO REMAIN.
33 PROPOSED CONCRETE CROSSPAN, WIDTH NOTED HEREON. SEE SITE DETAILS.
OEXISTING BUS STOP TO REMAIN.
35 PROPOSED STREET LIGHT.
OPROPOSED PEDESTRIAN LIGHT.
37 EXISTING POWER POLE I OVERHEAD ELECTRIC LINETO BE UNDERGROUNDED BY XCEL
ENERGY.
OPROPOSED ADA -ACCESSIBLE RAMP NTH PEDESTRIAN HANDRAIL,
30 PROPOSED (3) STAIRS WITH PEDESTRIAN HANDRAIL.
427 PROPOSED 8' X10' TRASH ENCLOSURE FOR ADJACENT RETAIL BUILDING,
41 PROPOSED CONCRETE -FILLED PIPE BOLLARD.
42 EXISTING IRRIGATION VAULT TO REMAIN. CONTRACTOR TO REMOVE INLET GRATE AND
INSTALL AN 8" CONCRETE LID V14TH ACCESS MANHOLE.
43 INSTALL "NO PARKING - FIRE LANE" SIGNAGE PER MUTCD ON STEEL POST OR FASTEN TO
LIGHT POLE_ SEE SITE DETAILS.
Sterling Design Associates, Ile
CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
209 W. Utde BW #300
Lkd—, CO 80120
303.784.4727 ph
www.seerfngDedglAmdreemm
PREPARED UNDER THE DIRECTSUPERWSION OF
JOSEPH G. SCHIEL P.E. 1111
COLORADO REGISTRATION48M
FOR & ON BEHALF OF STERUNG DESIGN ASSDCIATES, LLC
PRELIMINARY
NOT FOR CONSTRUCTION
STERLING DESIGN ABGOCIA-A, LLC
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PRvx-r MAHI,GFA: —. PROA:CT AO.:
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32nd & YOUNGFIELD
WHEAT RIDGE, CO 80033
Ce�rite .
s
REGENCY CENTERS
8480 ORCHARD RD. SUITE 6900
GREENWOOD VILLAGE, CC 80111
TEL (303)300-5300
�rTrns:
SITE PLAN
SHF£1NLMRER:
3 OF 10
4 112
"IFO(
'..v-
1-112"72- -
CATCH CURB
412" 1'•1/2"
i
5" e"
1 1/2/FOOT
3
1-112' R
SPILL CURB
SEE PLAN
I TRANSVERSE SLOPE
SHALL MATCH THAT OF \ I
ADJACENT PAVEMENT \\\
� REFER TO PLAN
COMPACT —` No, 4 BARS AT I8"O.C.E.W. - --
SUB-GRADE IN
ACCORDANCE WITH
PAVING NOTE (TYP); INTEGRAL CURB
SEE SITE PLAN
CONCRETE FOR CURB & GUTTER SHALL BE IN ACCORDANCE WITH
PAVING NOTE; SEE SITE PLAN UNLESS CONCRETE FOR INTEGRAL
VEHICULAR PAVEMENT IS MORE STRINGENT
CURB & GUTTER PRIVATE ��
NOT TO SCALE
I—D
SEE PLAN
�� CONCRETE
EE
- -
FLAR POLNASN RUCTION
<12"1MDE x 12" DEEP GROOVES
-' SHALL BE SPACED AT 12 INCHES.
r CURBED —
CONSTRUCTION �. ......
7'
SEE PLANS FOR CURBED OR FLARED CONSTRUCTION
APPLEVVIOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT
SPECIFIC DEVELOPMENT PLAN AMENDMENT #I S
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
4' STRIPING PAINTED WHITE
(31M LIQUID PAVEMENT MARKING SERIES 1200)
PER PLAN
STRIPING REQUIREMENTS
NOT TO SCALE
_I"I
ASPHALT PAVEMENT
I CONCRETE
SIDEWALK
�5oe
f RAMP
-- - — - 4"THICK
SECTION A -A
NOT TO SCALE
NOTES:
I, ALL WORK SHALL BE DONE IN ACCORDANCE WTH S.
NORMAL GUTTER FLVALINE AND PROFILE SHALL 7.
A 12" EXPANSION JOINT SHALL BE REQUIRED
LOCAL STANDARDS AND SPECIFICATIONS.
BE MAINTAINED THROUGH THE RAMP AREA.
WHERE THE CONCRETE RAMP JOINSANY RIGID
CONTRACTOR SHALL ADJUST PAVEMENT AND
PAVEMENT OR STRUCTURE.
2. CONCRETE FOR SIDEWALK RAMPS SHALL BE IN
GUTTER IMMEDIATELY ADJACENT TO BOTTOM OF
ACCORDANCE WTH PAVING NOTE; SEE SITE PLAN.
CURB RAMP TO ENSURE COUNTER SLOPE IS NO 8.
COMPACT SUBGRADE IN ACCORDANCE WITH
STEEPER THAN 1:20.
PAVING NOTE (TYP.); SEE SITE PLAN.
3. RAMP AND WINGS HALL BE POURED
MONOLITHICALLY. 6.
RAMP SURFACE SHALL HAVE A COARSE BROOM 9,
REFER TO GRADING PLAN FOR SPECIFIC RAMP
FINISH WITH STRIATIONS PERPENDICULAR TO THE
ELEVATIONS.
4. MINIMUM WIDTH OF RAMPS SHALL BE EQUAL TO
DIRECTION OF RAMP SLOPE.
THE WIDTH OF THE APPROACH WALK AND RAMP.
SLOPES SHALL NOT BE STEEPER THAN 1:12.
1� IVAT
CURB fi/1 R A M P (PRIVATE)
— V
NOT TO SCALE
1.a
�I ,STOPK
UNIVERSAL
— -�F STOP SIGN
4"ORB"
'NO PARKING - FIRE R1-1
•I 8" YELLOW TRAFFIC STRIPE LANE' SIGN, RS -31; S' 1 �y� V P
Ak U -BRACKET MOUNTED UNIVERSAL UNIVERSAL NO
.- 4- DIA. CONCRETE FILLED STEEL TUBING (TYPICAL ALL SIGNS). RI -1 SIGN �— R 2 TURN SIGN
(6" DIA. AT TRASH ENCLOSURE) a
PAINTED TO MATCH BUILDING TRIM - m
1.314X1-314 STEEL 1-374x1-3/4 STEEL
POST PRIME AND POST PRIME AND
PAINT BLACK WITH 1 -3/41 - PAINT BLACK WITH
POLYURETHANE POST PRIME AND - POLYURETHANE
ACRYLIC EXTEND PAINT BLACK 00TH - } I' ACRYLIC EXTEND
POST MIN.3FEET POLYURETHANE �F POST MIN. 3 FEET
— FINISHED GRADE `^ �I'J ACRYLIC EXTEND �I
µ BELOW GRADE _4 - us BELOW GRADE
�,. /•u POST MIN. 3 FEET CONCRETE FOOTING
CONCRETE FOOTING z. BELOW GRADE 'PER STRUCTURAL ENG.
PER STRUCTURAL ENG. CONCRETE FOOTING
PER STRUCTURAL ENG. STOP SIGN W/
(=i NO PARKING - FIRE LANE STOP SIGN NO LEFT TURN SIGN
I �:,;•;—CONCRETE FOOTING PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION,
4 PER STRUCTURAL ENG.
FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORM TRAFFIC CONTROL DEVICES",
LOCAL CODES, AND AS SPECIFIED.
BOLLARD DETAIL(r) ON-SITE TRAFFIC SIGNAGE DETAI�
NOT TO SCALE NOT TO SCALE r ---y
PRODUCT NAME: DERO HOOP RACK
AS MANUFACTURED BY DERO BIKE RACKS
SH(ES PARKED PER UNIT:2
MATERIALS' 1 .5^ SCHEDULE 40 PIPE (1.9' OD) STAINLESS STEEL
NOTES:
1. INSTALL RACK IN THE DIRECTION AND LOCATION AS SHOWN ON
PLAN MIN. 30" FROM BUILDING OR EDGE OF PAVEMENT, 36" O.C.
2. IN GROUND MOUNT INSTALL PER MANUFACTURER'S
RECOMMENDATIONS. _
3. HOT DIPPED GALVANIZED FINISH
BIKE RACK DETAIL E
NOT TO SCALE
110. 4 BARS AT 18"
O.C.E.W.
AS NOTED ON PLANS -
CROSS SLOPE 114" PER FOOT
���� COMPACT SUB -GRADE IN ACCORDANCE ^ ��
� WITH PAVING NOTE (TYP); SEE SITE PLAN4 DEE\\\
I I PPROcfUF RESISTANT
SEAL *3204
118„ --i I-� pT SEALANT, APPROVED
E U EQUIVALENT SE APPROEILRKE (VALENT
BACKER ROD
114" R
ir
7B"R, (TVP)
(TEP.)
l� 1E
I EXPANSION JOINT
NOTES:
1. REFER TO GENERAL NOTES AND JOINT LEGEND ON SITE LAYOUT
SHEET FOR ADDITIONAL INFORMATION.
2. EXPANSION JOINTS SHALL BE PLACED AS SHOWN ON THE PLANS;
AND AT STRUCTURES, PCR'S AND EVERY 60 FEET MINIMUM.
CONTROLJOINT 3. EXPANSION JOINT FILLER SHALL MEET AASHTO M 213 CRITERIA
AND BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
4. SIDEWALKSURFACE SHALL HAVE A COARSE BROOM FINISH WITH
STRIATIONS PERPENDICULAR TO THE DIRECTION OF TRAVEL
UNLESS OTHERWISE NOTED IN CIVIL AND/OR ARCH, PLANS.
5, CONCRETE SHALL BE IN ACCORDANCE 00TH PAVING NOTE; SEE
SITE PLAN.
6. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL REPORT,
CONCRETE SHALL BE A MINIMUM 6" THICKWTH NO.4 BARS, 18"
O.C.E.W
SIDEWALK (PRIVATE
NOT TO SCALE f l
UNIVERSAL
HANDICAPPED
SIGN
-�- THIS SIGN TYPICAL AT
PCH HANDICAP
AKING SPACEPED
THIS SIGN AT
VAN SPACES
ONLY
-- 1-3/4x1-314 STEEL POST PRIME
AND PAINT BLACK WITH
POLYURETHANE ACRYLIC
8" YELLOW STRIPE
DIA. CONCRETE FILLED GUARD POST
UNTED TO MATCH BUILDING
T
CONCRETE FOOTING
PER STRUCTURAL ENG.
PROVIDE TRAFFIC CONTROL SIGNS COMPLYING WITH U.S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION'S MANUAL "UNIFORM TRAFFIC CONTROL DEVICES',
LOCAL CODES, AND AS SPECIFIED.
ADA -ACCESSIBLE SIGN WITH BOLLARD F
NOTTOSCALE
6"RADI WHITE REFLE TIVE
T —
s°_
2
23"
PAINT
Sterling Design Associates, Ilc
CIVIL ENGINEERS -LANDSCAPE ARCHITECTS
2009 W. Lhd— SWd. #300
UW— CO 80120
303.794.4727 ph
—StaGngDenipwmv�e:.caw
PREPARED UNDER THE DIRECTSUPEWSION OF
JOSEPH O. SCHIEL PE
COLORADO FEGISTRATIDN 4833E
FOR 30N BEHALF OF STERUNG DESIGN ASSOCIATES, LLC
PRELIMINARY
NOT FOR CONSTRUCTION
STERLING DESIGN ASSOCIATES, LLC
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07N3/2018
FRDxs'r MArADex: PRDJF1;TNn:
JGS
AJY
HACIENDA COLORADO
32nd & YOUINGFIELD
WHEAT RIDGE, CO 80033
BLUE BACKGROUND Centers.
cua4r.
REGENCY CENTERS
8480 ORCHARD RD. SUITE 6900
GREENWOOD VILLAGE, CO 80111
r o^ TEL: (303) 3005300
f OF PARKING SPACE
HANDICAP SYMBOL DETAIL
NOT TO SCALE
ENEE7 T—
SITE DETAILS (PRIVATE)
mea NUNEER:
4 OF 10
-4 ao<LMan%
APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT
SPECIFIC DEVELOPMENT PLAN AMENDMENT #15
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
SITUATED IN THE SOUTHEAST QUARTER, NORTHWEST QUARTER, SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
r �� CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
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CBASE
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I
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20'
30'
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CBASE
2'FINISHED GRADE
KEY NOTES
10 EXISTING CONCRETE FOOTINGS FROM ABANDONED POLES TO BE REMOVED FROM SERVICE.
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GENERAL NOTES
1, THE PEDESTRIAN AND STREET LIGHTS IN THE PUBLIC ROW ALONG YOU14GFIELD 1
STREET ARE TO BE INSTALLED AS PART OF THIS WORK, CONNECTED TO A CITY OF
WHEAT RIDGE -METERED ELECTRICAL SERVICE AND SUCH SERVICE INSTALLATION
SHALL BECOME THE PROPERTY AND RESPONSIBILITY OF THE CITY OF WHEAT RIDGE
UPON TURN -OVER.
2. LIGHTING MATERIAL PROVIDER SCOPE TO INCLUDE LIGHT POLES, ANCHOR BOLTS,
BASE COVERS, HAND HOLE COVERS, FIXTURES AND ARMS.
3. ANCHOR BOLTS FOR POLES ARE TO BE BCHEDULED TO ARRIVE AT JOBSITE IN TIME
FOR EMBEDMENT IN C.I.P. CONCRETE POLE FOOTINGS (BY OTHERS).
4. MATERIAL AND INSTALLATION LABOR FOR CONCRETE POLE BASES INCLUDING
DESIGN, EXCAVATION AND SONOTUSES, TRENCHING. CONDUIT, WIRING, LIGHTING
- INSTALLATION AND ELECTRICAL CONNECTIONS TO BE PERFORMED BY OTHERS. -
Calculation Summary
DF3CRIP17DN
L OAO6.m16 WCI
ADDED DNRI�IX.
IRA
rebel
FA-
x Mm A,S-
MaxlMln 61a
PtoM0y+4o Ft
2.02
1- OD N.A.
NA 379
Redav Bunair�t_IS _'S
]ST
W.88 7.s]
30.80 2B0
- - -
---
Retlev _dk1_Sids_1g
8.49
73.9 O2 32A8
3SILSO 20D
Ra &4MIng_i 9go_8
1246
278. 'OD NA.
N.A. 170
Retlev&A,k._E_Ed 111
1.43
2.0 09 2.35
4.87 1%
R,wl. BMhV_e Side 11
1.11
a 3 0.0 NA
N.A. 180
DHw ENryd EM -SON.
_--�
i23D
2.3 123 1.00
100 1
CM EMS
i3.50
35 35 -100
1.011 1
win Neem, -
13.27
10.5 0.5 654
21.00 129
,Z MUNICIPAL POLE DETAIL (TYP)
SCALE:NTS
0291, _- LIGHT FIXTURE
REFERENCE SPECIFICATION SHEETS
/ FOR POLE CONFIGURATION
10'
,r
CONCRETE POLE
BASE
2 FINISHED GRADE
3 POLE DETAIL PED. (TYP)
SCALE.NTS
UGHTFIXTURE
REFERENCE SPECIFICATION SHEETS
FOR POLE CONFIGURATION
16•
1B'
CONCRETE POLE
SASE
2" FINISHED GRADE
4 POLE DETAIL PARKING (TYP)
SCALE;NTS
wnHmwpeamato.clwLwEa.e®>,E�K,c.�K.w,.o�D�.D�IDw.E,c
-'! .rexaeowa.x.
d I�
l awuxexao - uwemwneea
LIGHT POLE BASE DETAIL (TVP)
� SCALE; NTS
a Imw Gm, xu aylaenwns Aro wMNNRe 1.orAl,ws
e� R Iros'rl51M rHEadlmffRNloen ARc�
iAi.VV]i NgBt1HIEUwo�nTlxxi®�OromON9Ntem�
GMABRatlU3TRYeTNNNmtAwITNG9,NKNROlf4E'Mnf aLUWAnHG
BGINHfixGS'OtlETV KPROVBIMETNDOe. ACNN. PFAFORANICEa kHY
NNAIF 1o�R.N�muxRd,Ar.�ar�e.xm� enoniao� taTAeE
ran /LVD1pN1Lu01RM uxrpnAltroN Wxticl:
On -Site Lighting
13 SLuvey, LLC
On -Site Lighting
& Survey, LLC :a
111.1 HIGHW AY 25 NORTH
SUITE 201
BUFFALO MIN 55313
PII:753.684.1548
FAX. /63.68L9048
Regency -
Centers.
APPLEWOOD
HACIENDA
3298 B 3244 YOUNUFIELD SfREI:l'
WHEAT RIDGE. 0080033
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LED
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RC90020
$
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APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT
SPECIFIC DEVELOPMENT PLAN AMENDMENT #1 S
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
SITUATED IN THE SE I/4, NW I/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
. l I PCO EASEMENT FIRE LINE AGREEMENT AREA MULTI -TENANT RETAIL
N0.90018478) ; - I'..I -
(REC. No. 9o032752) NOT A PART ;
��'II I E I i J• ," o� l
Illi H 145'PSCO EASEMENT
BK. 2440.1 :.840 '-4' .
V PECO EASEMENT
(BK. 2459, PG. 882) .-
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NORTH 0 111 20 40
SCALE: 1"= 20'
LANDSCAPE DATA
TOTAL LOT AREA 25,798 SF
DESCRIPTION REQUIRED PROPOSED
OPEN SPACEILANDSCAPING
LIVING LANDSCAPING 10%MIN. OF GROSS LOT AREA 12,580 S.F. MIN. 44%/11,551 S.F.
TURF 30% MAX, OF TOTAL LS AREA 13,353 S.F. MAX. 10%11,144 S.F.
4IEC28-502.D.3.8 LANDSCAPE WITHIN BLDG STSK ABUTTING PUBLIC RIGHT-OF-WAY
DESCRIPTIONLENGTH RA4UIRED PROPOSED
YOUNGFIELD STREET 330' i TREE PER 35 LF 110 TREES 5 TREES"
SEC28d02.D.3.b ONSITE ,.A 1403 C AY?'
DESCRIPTION RREQUIRED PROPOSED
TREES 1 TREE PER 1,000 SF REQ. LS AREA/ 3TREES 24 TREES
SHRUBS 10 SHRUBS PER 1,000 SF REG. LS AREA 127 SHRUBS 242 SHRUBS
"DUE TO SIGHT VISIBILITY RESTRICTIONS, EXPECTED LARGE MATURE SIZE OF THE PROPOSED TREES, AND
PROXIMITY TO PROPOSED LIGHT POLES, STREET TREE QUANTITY REDUCED TO S TREES.
1 -JG—
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LANDSCAPE DATA
TOTAL LOT AREA 25,798 SF
DESCRIPTION REQUIRED PROPOSED
OPEN SPACEILANDSCAPING
LIVING LANDSCAPING 10%MIN. OF GROSS LOT AREA 12,580 S.F. MIN. 44%/11,551 S.F.
TURF 30% MAX, OF TOTAL LS AREA 13,353 S.F. MAX. 10%11,144 S.F.
4IEC28-502.D.3.8 LANDSCAPE WITHIN BLDG STSK ABUTTING PUBLIC RIGHT-OF-WAY
DESCRIPTIONLENGTH RA4UIRED PROPOSED
YOUNGFIELD STREET 330' i TREE PER 35 LF 110 TREES 5 TREES"
SEC28d02.D.3.b ONSITE ,.A 1403 C AY?'
DESCRIPTION RREQUIRED PROPOSED
TREES 1 TREE PER 1,000 SF REQ. LS AREA/ 3TREES 24 TREES
SHRUBS 10 SHRUBS PER 1,000 SF REG. LS AREA 127 SHRUBS 242 SHRUBS
"DUE TO SIGHT VISIBILITY RESTRICTIONS, EXPECTED LARGE MATURE SIZE OF THE PROPOSED TREES, AND
PROXIMITY TO PROPOSED LIGHT POLES, STREET TREE QUANTITY REDUCED TO S TREES.
1 -JG—
—3HS —
I 1 -AC--
1- ON
11AD
& RR-
7' CK
1 -AA
5; R
27 E
i
2-2- AM
1• RR
QM
LEGEND
'IPO PRO POSED GRAN ITE BOULDERS, REFER TO PLANT LIST FOR SIZES
0 0 0 0 0 PROPOSED RIVER ROCK MULCH COVER
00000
PROPOSED COBBLE MULCH COVER
PROPOSED RTF FESCUE SOD - IRRIGATED
Sterling Design Associates, Ilc
,�. CML BNGINERS- LANDSCAPE ARCHRLCTS
2009 W. Ltd— SW. 4300
U,drt CO 80120
30379/.4727�
PREPARED UNDER THE DIRECT SUPEiMWN OF
JOSEPH G. SCHIEL P. E.
COLORADO REGISTRATION 48132
FOR b ON BEHALF OF STFRUNG DESIGN ASSOCIATES, LLC
PRELIMINARY
NOT FOR CONSTRUCTION
STERLM DESIGN ASSOCIATES, LLC
1-1—
Po WTE'040 1 BV: JOB
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DATE: B
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9aiE SDAIE.
07MJI2018 1" ZO'
JGS
MEN
.-.T:
HACIENDA COLORADO
32nd & YOUNGFIELD
WHEAT RIDGE, CO 80033
Regency
Centers.
¢TENT'
REGENCY CENTERS
8480 ORCHARD RD, SUITE 8900
GREENWOOD VILLAGE, GO 80111
TEL; (303) 300-5300
EHEEITNLE:
LANDSCAPE PLAN
6 OF 10 (L101)
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REC. NO. 90037291 Z
YOUNGFIELD STREET
LEGEND
'IPO PRO POSED GRAN ITE BOULDERS, REFER TO PLANT LIST FOR SIZES
0 0 0 0 0 PROPOSED RIVER ROCK MULCH COVER
00000
PROPOSED COBBLE MULCH COVER
PROPOSED RTF FESCUE SOD - IRRIGATED
Sterling Design Associates, Ilc
,�. CML BNGINERS- LANDSCAPE ARCHRLCTS
2009 W. Ltd— SW. 4300
U,drt CO 80120
30379/.4727�
PREPARED UNDER THE DIRECT SUPEiMWN OF
JOSEPH G. SCHIEL P. E.
COLORADO REGISTRATION 48132
FOR b ON BEHALF OF STFRUNG DESIGN ASSOCIATES, LLC
PRELIMINARY
NOT FOR CONSTRUCTION
STERLM DESIGN ASSOCIATES, LLC
1-1—
Po WTE'040 1 BV: JOB
DC3CRWT ,STe0P8JP.—
NO WTE:OSN1/A,E BY .£
DEscxlPna4: xxD:aPasartu
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DESGRIPfgN. St0&DP SUBMfRX
Wrz: 1H�PA14 BY' .I[6
DESCRIPIpN rtHSDPs,reuiTru
N.
DATE: B
N. 6 DATE ET
DE�DR�I�4 -
9aiE SDAIE.
07MJI2018 1" ZO'
JGS
MEN
.-.T:
HACIENDA COLORADO
32nd & YOUNGFIELD
WHEAT RIDGE, CO 80033
Regency
Centers.
¢TENT'
REGENCY CENTERS
8480 ORCHARD RD, SUITE 8900
GREENWOOD VILLAGE, GO 80111
TEL; (303) 300-5300
EHEEITNLE:
LANDSCAPE PLAN
6 OF 10 (L101)
on 4- aoi%co-i a lqs
APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT
SPECIFIC DEVELOPMENT PLAN AMENDMENT#IS
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
PLANT LIST - ON SITE
QTY ABBR SYMBOL COMMONMOTANICAL NAME
SIZE
REMARKS
DECIDUOUS SHADE TREES
ORNAMENT GR ,,&ES
''`�\
/
95 HSBLUEAVENA GRASS #1 CONTAINER
SPACING PER PLAN
2 GE
I • 1—SEEDLESS KENTUCKY COFFEETREE 2" CAL.
FULL CROIMV,
" Helictoirichon sempe�irens (ESTABLISHED)
FULL FORM
��// GyR GO ad,di0icus'Espresso'
B&B
STAKED,SPECIMEN
25 CK 3---- KARL FOERSTER FEATHER REED pN7
PLAN
QUALITY
Calamagrostis acutiRom'Kari Foerster' ESTABLISHED)
FULL FORM
5 G8
+ SKYLINEHONEYLOCUST
2"CAL.
FULL CROWN,
Gletlilsia triaaantho& v Inerrnis Skylne
ggg
STAKED, SPECIMEN
PERENNIALS
QUALITY
36 AM (D-- MOONSHINE YARROW 41 CONTAINER
SPACING PER PLAN
2 QB
a TEXAS RED OAK
2" CAL.
FULL CROWN,
Achlllea'Moonshow
FULL FORM
Quercus buckleyi
B&B
STAKED, SPECIMEN
QUALITY
15 AS O BABKE
TSS"MiS -OF-GOLD ALYSSUM #1 CONTAINER
ING PER PLAN
SPACFORM
e UP
• PATRIOT ELM
Ulmus'Patrat'
2" CAL.
S&B
FULL CROW4,
STAKED, SPECIMEN
Aurinie
25 HL _ LITTLE BUSINESS DAYLILY #1 CONTAINER
FULL
SING PER PLAN
QUALITY
Hemarocallis'Little Business'
FULLPACFORM
ORNAMENTAL TR
8 PR O— BRIDGE'S PENSTEMON #1 CONTAINER
SPACING PER PLAN
_
Penstemon rostriflorus
FULL FORM
2 CC
G. THORNLESS COCKS UR HAWTHORN 3.5 TRUNKS
FULL CROWN,
BOULDERS/MULCH
CralaegLS OrUS-galli inemus Crusader
B&B
STAKED, SPECIMEN
QUALITY
BOULDERS: 2'-6" X 3'$" 2'X 3' V-8" X 2 -
5 MT
(D—T. UNDERCHILD CRAB
Malus x'Thunderchild'
2"CAL.
FULL CROWN,
GRANITE GRANITE GRANITE
BOULDER BOULDER BOULDER
B&B
STAKED, SPECIMEN
OTY:9 QTY:5 OTY:7
DECIDUOUS DECIDUOUS SHR,
QUALITY
MULCH: 9,184 SF 1.5• DIA. ROCK MULCH WITH DOUBLE SHREDDED BARK MULCH
1 AASASKATOON
SERVICESERRY
"'CLUMP
FULL CROWN,
RINGS, SEE LANDSCAPE NOTES.
Amelanchier Mifolia
B&B
SPECIMEN QUALITY
1,749 SF 3"-e" DIA. COBBLE MULCH WITH DOUBLE SHREDDED BARK
MULCH RINGS, SEE LANDSCAPE NOTES.
10 AC
I + 1LEADPLANT
�/ Amorphs canescens
#5 CONTAINER
(18"-24" HT,)
SPACING PER PLAN
FULL FORM
NOTE: 1) BOULDER SIZE CAN VARY BYTIN ANY DIRECTION
5 AT
BURY 114 OF BOULDER INTO FINISH GRADE
+ FOUR WANG SALTBUSH
Alnplex canesoans
45 CONTAINER
(18"-24" HIT.)
SPACING PER PLAN
FULL FORM
2) ALL MULCH MINIMUM 3" DEPTH. ROCK MULCH AREAS SHALL BE COVERED
W1
SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC,
30 CB
�— BLUE MIST SPIREA
#5 CONTAINER
SPACING PER PLAN
3) BOULDER, COBBLE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MIX
Caryopteris x clandonensls'Blue Mist'
(1 B"-2/" HT.)
FULL FORM
OF BROWN, TAN, PINK. GRAY AND SHADES OF CREAM AND WHITE.
9 ON
S + (— RABBITBRUSH
#5 CONTAINER
SPACING PER PLAN
�".1 Chrysoihamnus nausaosus
(20'-30" HT)
FULL FORM
SOD
11 CP
®-- PYGMY PEASHRUB
#5CONTAINER
SPACING PER PLAN
1,144 S.F. RTF FESCUE SOD- IRRIGATED
Catagens pygrnaea
(12"-18" HT.)
FULL FORM
21 PA
CD— RUSSIAN SAGE
#5 CONTAINER
SPACING PER PLAN
NOTES:
Perovskia ahiplic1dr.Ha
(18"-24" HT)
FULL FORM
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFSAND QUANTITY
17 RA
/'L—ALPINE CURRANT
#5 CONTAINER
SPACING PER PLAN
CALCULATIONS, TO INCLUDE PLANT MATERIALS AND GROUND COVERS.
LLJ Rihes alpinum
(18"-24" HT.)
FULLFORM
2. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND,
/"7��
THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT
OF
12 RF
(i( )—FRAGRANT SUMAC
#S CONTAINER
SPACING PER PLAN
THESE DISCREPANCIES.
Rhus aromatics
(20"-30" HT.)
FULL FORM
3. ALL LIVING LANDSCAPING SHALL BE SERVED BY AN AUTOMATIC, ZONED IRRIGATION
27 RG
-- GREEN MOUND ALPINE CURRANT
#5 CONTAINER
SPACING PER PLAN
SYSTEM.
Ribes alpinum'Grean Mound'
(12" -III H7.)
FULL FORM
18 RH
C5i DWARF FRAGRANT SUMAC
#5 CONTAINER
SPACING PER PLAN
Rhus ammatica'Gro-low'
(12"-18"HTJ
FULLFORM
PLANT LIST - RIGHT-OF-WAY
38 RR
& ROWER CARPET RED ROSE
#5 CONTAINER
SPACING PER PLAN
Rosa Flower Carpet Red
(12"•18" HT)
FULL FORM
QTY ABBR SYMBOL COMMONBOTANICAL NAME SIZE
REMARKS
EVERGREEN SHR
DECIDUOUS SHADE TREES
4 AS
SEARBERRY MANZANTA
-staphylos
#5 CONTAINER
SPACING PER PLAN
2 CO O - WESTERN HACKSERRY 2" CAL.
ArctoK x co oradoenNs
MOM Beatberry
(18"-24" SPR.)
FULL FORM
Cattle ocGdenlells B✓1,8
FULL CROWN,
STAKED, SPECIMEN
QUALITY
15 HP
RED FALSE YUCCA
#1 CONTAINER
SPACING PER PLAN
1 GE • SEEDLESS KENTUCKY COFFEETREE 2" CAL.
FULL CROWN.
Hespembe parvt8ora
FULL FORM
Gymnociadue dioicus'Espresso' B&B
STAKED, SPECIMEN
26 JG
-j- GREEN CARPET JUNIPER
05 CONTAINER
SPACING PER PLAN
QUALITY
Junperus coCarpermunis'Green CaeY
(18"-26" SPR.)
FULL
FULL FORM
2 O CHINKAPIN OAK 2" CAL.
FULL CROWN,
Due_ muehlanbe rg° 8&B
STAKED, SPECIMEN
3 JS
WICHITA BLUE JUNIPER
1�—Junlpems
15 GAL. CONTAINER SPACING PER PLAN
QUALITY
soopulolum'W4chita Blue'
(5-8' HT)
SPECIMEN QUALITY
DECIDUOUS SHRUBS
9 JW
WILTON CARPET JUNIPER
JLOIPenrs hor¢ontalis'WltorAl'
#5 CONTAINER
SPACING PER PLAN
4 RR ®-- FLOWER CARPET RED ROSE #5 CONTAINER
SPACING PER PLAN
(18"-24" SPR.)
FULL FORM
Rosa Flower Carpet Red (12"-18" HT.)
FULL FORM
104 MR
'o — CREEPING OREGON GRAPE HOLLY
#1 CONTAINER
SPACING PER PLAN
EVERGREEN SHRUBS
Mahonia rapers
(8" HT.)
FULL FORM
4 JG } GREENCARPETJUNIPER #S CONTAINER
SPACING PER PLAN
Junipenrs communls'Green Carpet' (1&"•24" SPR.7
FULL FORM
PERENNIALS
8 AM 0— MOONSHINE YARROW 01 CONTAINER
SPACING PER PLAN
Achillea'Moonshins'
FULL FORM
2,451 S.F. RTF FESCUE SOD • IRRIGATED
BOULDERS/MULCH
BOULDERS: 0 2'X3'
GRANITE
BOULDER
QTY: 2
MULCH: 1,139 SF 1.5" DIA. ROCK MULCH WITH DOUBLE SHREDDED BARK MULCH
RINGS, SEE LANDSCAPE NOTES.
NOTE: 1) BOULDER SIZE CAN VARY BY WIN ANY DIRECTION
BURY 114 OF BOULDER INTO FINISH GRADE
2) ALL MULCH MINIMUM 3" DEPTH. ROCK MULCH AREAS SHALL BE COVERED W/
SPECIFIED ROCK MULCH OVER WEED BARRIER FABRIC.
3) BOULDER, COBBLE AND RIVER ROCK COLOR TO BE MEDIUM TONED COLOR MIX
OF BROWN, TAN, PINK, GRAY AND SHADES OF CREAMAND WHITE.
LANDSCAPE NOTES
1. COORDINATION
THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CML, ARCHITECTURAL,
MECHANICAL, ELECTRICAL, STRUCTURAL AND IRRIGATION PLANS AND SPECIFICATIONS TO FORM COMPLETE
INFORMATION REGARDING THIS SITE.
2. COMPLIANCE
CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES.
3. GUARANTEE
ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR, FROM DATE OF FINAL ACCEPTANCE, AT NO
ADDITIONAL COST TO THE OWNER.
4. COMPLETION AND MAINTENANCE
A. FINAL ACCEPTANCE: WITHIN TEN DAYS OF CONTRACTOR'S NOTICE THAT THE ENTIRE PROJECT IS COMPLETE, THE
L.A. SHALL REVIEW INSTALLATION. IF FINAL ACCEPTANCE IS NOT GIVEN, THE LA. SHALL PREPARE A PUNCH LIST OF
PENDING ITEMS. THE PUNCH LIST ITEMS SHALL BE'COMPLETED BYTHE CONTRACTOR WTHIN TEN CALENDAR DAYS
M
FRODATE ISSUED. SUBSEQUENT REVIEW AND APPROVAL SHALL SIGNIFY ACCEPTANCE.
e. MAINTENANCE: ALL LANDSCAPING SHALL BE MAINTAINED FROM INSTALLATION TO FINAL ACCEPTANCE.
MAINTENANCE SHALL INCLUDE WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, ROLLING, REGRADING,
REPLANTING, DISEASE AND INSECT PROTECTION.
S. SITE CONDITIONS
LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND
NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL
CONDITIONS ARE CORRECTED. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHED GRADES AND
POSITIVE DRAINAGE IN LANDSCAPE AREAS.
6, DAMAGE AND CLEANING
A. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DUE TO THIS WORK AT NO ADDITIONAL COST TO THE
OWNER.
B. CONTRACTOR SHALL CLEAN ALL AREAS DUE TO THIS WORK AND PROPERLY REMOVE ALL UNUSED MATERIALS FROM
SITE.
7. RIGHT OF REJECTION
OWNERILANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIALS AT ANY TIME. ALL PLANT
MATERIALS SHALL MEET THE MINIMUM CURRENT "AMERICAN STANDARDS FOR NURSERY STOCK" BY THEAMERICAN
ASSOCIATION OF NURSERYMEN. CONTRACTOR SHALL PROVIDE SAMPLES, SPECS., AND OR TAGS FOR ALL MATERIALS.
S. SOIL PREPARATION
SOD AND SHRUB BED AREAS SHALL RECEIVE SIX INCHES OF APPROVED TOPSOIL.AMENO SOIL WITH FOUR CUBIC
YARDS PER THOUSAND SQUARE FEET OF ORGANIC COMPOST. COMPOST TO HAVE A C:N RATIO BETWEEN 15:1 AND 30:1,
LESS THAN a mmhos/an SALT CONTENT, A pH BETWEEN 8,5 AND 8.5, AND OVER 30% ORGANIC MATTER. APPLY 5 LBS. OF
20-10.5 GRANULAR FERTILIZER PER THOUSAND SO. FEET. ROTOTILL AMENDMENTS AND TOPSOIL TOA DEPTH OF SIX
INCHES. VERIFY SOIL PREP SPECIFICATIONS WITH WATER PROVIDER STANDARDS. PROVIDE EVIDENCE OF APPLICATION
AS REQUIRED.
RAISED PLANTERS SHALL BE FILLED TO 36" DEPTH WITH A BLENDED SOIL CONTAINING 33% PREMIUM COMPOST AND
80% SCREENED TOPSOIL.
9. PLANTING
TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. STAKE AND GUY TREES PER DETAILS. TREE AND SHRUB BED
LOCATIONS SHALL BE APPROVED PRIOR TO PLANTING. BACKFILL WITH 113 SOIL AMENDMENT AND 213 SITE SOIL,
THOROUGHLY MIXED. FERTILIZE AS RECOMMENDED WITH AGRIFORM TABLETS.
10. EDGER
INSTALL 4" ROLL-TOP RYERSON STEEL EDGING (14 GAUGE WITH GREEN FINISH) OR EQUAL. INSTALL WITH STAKES AND
SPLICERS PER MANUFACTURER'S RECOMMENDATIONS, INSTALL BETWEEN ALL SOD OR SEEDED AREAS AND MULCHED
AREAS.
11. MULCH
ALL SHRUB AND PERENNIAL BEDS SHALL BE MULCHED WTH A MINIMUM 3"-4"THICK LAYER OF MULCH AS SPECIFIED IN
THE LEGEND (EITHER SHREDDED CEDAR BARK MULCH, 3"-6" COBBLE, OR 1112- ROUNDED RIVER ROCK).
AFTER ALL PLANTING IS COMPLETE, THE CONTRACTOR SHALL INSTALL INSTALL A 4" THICK RING OF DOUBLE SHREDDED
CEDAR BARK MULCH AROUND ALL PLANT MATERIAL IN ROCK MULCH BEDS WHERE LANDSCAPING IS SHOWN ON THE
PLANS. WOOD MULCHRING SIZE SHALL BE THE SIZE OF THE OF SHRUB, PERENNIAL, AND ORNAMENTAL GRASS'S
CONTAINEPJROOTBALL. TREE INSTALLATION/RING SHALL REFERENCE INDUSTRY STANDARDS SET FORTH IN THE
CONTRACTORS HANDBOOK PUBLISHED BY THE STATE'S LANDSCAPE CONTRACTORS ASSOCIATION.
INSTALL WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY NO LANDSCAPE
FABRIC SHALL BE USED 1N WOOD MULCH AREAS.
12, SODDING
SOD SHALL SE "RTF" FESCUE BY GREEN VALLEY TURF (GVT) (303-798-5764). SOIL PREP,. INSTALLAND WATER
ACCORDING TO GVTGUIDELINES,
13. MAINTENANCE
THE PROPERTY OWNER OF RECORD, THE OWNER'S AGENT OR TENANT SHALL KEEP ALL LANDSCAPING IN A WELL
MAINTAINED AND HEALTHY GROWING CONDITION.
14. IRRIGATION
REFER TO SHEET L201 FOR PROPOSED IRRIGATION AROUND THE HACIENDA BUILDING AS DEFINED ON THE SCOPE OF
WORK LIMITS SHEET. OUTSIDE OF THE SCOPE OF WORK LIMITS, A DESIGN BUILD, AUTOMATIC IRRIGATION SYSTEM,
MEETING LOCAL REQUIREMENTS, SHALL BE DESIGNED AND INSTALLED PROVIDING ADEQUATE IRRIGATION COVERAGE
TO PROPOSED LANDSCAPE AREAS. ALL SHRUB AREAS SHALL USE DRIP IRRIGATION.
IRRIGATION DESIGN/BUILD NOTES
1. CONTRACTOR SHALL COORDINATE WITH THE SHOPPING CENTER OWNER AND MAINTENANCE GROUP THE LOCATIONS
OF THE EXISTING IRRIGATION POINT OF CONNECTION, MAINLINES, LATERAL LINES, WRING, AND HEADS IN THE FIELD.
CONTRACTOR SHALL ISOLATE THE SYSTEM WITHIN THE REDEVELOPMENT AREA FROM THE SHOPPING CENTER SYSTEM.
CUT, CAP, EXTEND, AND RECONNECT ALL SHOPPING CENTER IRRIGATION MAINLINE, LATERAL LINES, AND WRING AS
NECESSARY. IMMEDIATELY REPAIR AND/OR REPLACE ANY EXISTING IRRIGATION DAMAGED DURING CONSTRUCTION.
ADJUST EXISTING IRRIGATION AS NECESSARY TO MAINTAIN PROPER COVERAGE OF IRRIGATION TO REMAIN.
2. CONTRACTOR SHALL COORDINATE WITH THE SHOPPING CENTER OWNER AND MAINTENANCE GROUP FOR THE
CONNECTION OF NEW ZONES AND LOCATION OF NEW CONTROLLER,
3. ALL TURF AREAS SHALL HAVE HEAD TO HEAD COVERAGE WTH APPROPRIATE DRIP IRRIGATION TO ALL SHRUBS AND
PERENNIALS AREAS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING SHOPPING CENTER IRRIGATION IN PROPER
FUNCTIONING ORDER DURING CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL ENSURE
THE SHOPPING CENTER SYSTEM IS WORKING TO THE SATISFACTION OF THE SHOPPING CENTER OWNER)MAINTENANCE
GROUP.
5, CONTRACTOR SHALL RUN ENTIRE SYSTEM FOR OWNER OPERATIONS REPRESENTATIVE FOR FINAL APPROVAL AND
ACCEPTANCE.
S. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE,
7. ALL UPGRADES AND/OR MODIFICATIONS SHALL MEET CURRENT IRRIGATION INDUSTRY STANDARDS FOR THE CITY OF
WHEAT RIDGE AND STATE OF COLORADO.
Sterling Design Associates, Ilc
.�C CIVIL ENGINEERS- LANDSCAPE ARCHITECTS
2009 W. LiW.— BNtl. #30D
Lrul—n CO 80120
303.794.4727ph
—.StrIln4Desig, W sovam,,4pm
PREPARED UNDER THE DIRECT SUPERVISION OF
JOSEPH G. SCHIEL P.E.
COLORADO REGISTRATI.M/46i32
FOR d ON BEHALF OF STERLING DESIGN ASSOCIATES, LLC
PRELIMINARY
NOT FOR CONSTRUCTION
STERLING DESIGN ASSOCIATES, LLC
:ssu� a aEv,soNs
NO' 1 DATE: DM9al]DIe ay,pg
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oEecamlon: -
NO- 6 DATE: py:
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0713/2018 -
vaalFcruwAOFnvROJEcrrxi:
JGB
oaAvrtvar. aeAvnNOEnE-
MEH
PrDEc,T
HACIENDA COLORADO
32nd & YOUNGFIELD
WHEAT RIDGE, CO 80033
Regency -
Centers.
atom.
REGENCY CENTERS
8480 ORCHARD RD. SUITE 6900
GREENWOOD VILLAGE, CO 80111
TEL: (303) 300-5300
eHearrina
PLANT LIST & NOTES
a�ruuaaaa
7 OF 10 (L102)
1�ic�`P ion 4 auyyaM
APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT
SPECIFIC DEVELOPMENT PLAN AMENDMENT #15
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
SITUATED IN THE SE I/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
2 x FOOTBALL DIA.
DO NOT CUT SINGLE LEADER. PRUNE DAMAGED
OR DEAD WOOD AND CO -DOMINANT LEADERS
AT LANDSCAPE ARCHITECT'S DIRECTION ONLY.
1Z" NYLON TREE STRAP ON GUY
WIRE AND AROUND TREE TRUNK.
1{2" DIAM. WHITE PVC PIPE SECTION ON
ENTIRE LENGTH OF EACH WIRE,
12 GAUGE GALVANIZED WIRE, DOUBLE
STRAND TWISTED.
S' STEEL T -POST (2 MIN.) (4' EXPOSED)
WRAP ENTIRE SURFACE OF TRUNK TO SECOND
BRANCH WITH SPECIFIED TREE WRAP MATERIAL
SECURED AT TOP AND BOTTOM &AT2-FT.
INTERVALS. RE: SPECS FOR TIMING.
SET ROOT COLLAR 3" HIGHER THAN GRADE
AT WHICH TREE GREW.
48" CIRCLE OF SHREDDED BARK MULCH (4" DEEP)
AROUND BASE OF TREES IN GRASS AREAS,
FORM SAUCER AROUND EDGE OF TREE PIT.
FINISH GRADE
REMOVE ALL TWINE AND WIRE FROM TOP AND SIDES
OF FOOTBALL. PULL BURLAP BACK 2J3 MINIMUM.
SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES
PRIOR TO BACKFILLING.
SPECIFIED BACKFILL MIXTURE
STAKE TO EXTEND MIN. 24" INTO UNDISTURBED
SOIL.
UNDISTURBED SUBGRADE
ANY BROKEN OR CRUMBLING ROOT13ALL WILL BE
REJECTED. REMOVING THE WIRE WILL NOT BE AN
EXCUSE FOR DAMAGED ROOTBALLS.
REMOVE STAKING AFTER ONEYEAR
DECIDUOUS TREE PLANTING
NOT TO SCALE
LANDSCAPE NOTES
1. ALL LANDSCAPED AREAS AND PLANT MATERIAL SHALL BE SERVED BY A
FUNCTIONING AUTOMATIC IRRIGATION SYSTEM WHICH COMBINES DRIP &
SUBSURFACE IRRIGATION WITH HIGH EFFICIENCYSPRINKLERS.
2,
AT A VERTICAL DISTANCE OF 38" TO OS" ABOVE THE GUTTER FLOW LINE,
UNOBSTRUCTED VIEW SHALL BE PROVIDED AND MAINTAINED ATALL TIMES
WITHIN THE SIGHT DISTANCE TRIANGLES.
3. USE OF NON -LIVING MATERIALS SHALL NOT EXCEED 35% OF THE REQUIRED
LANDSCAPE AREA.
CONCRETE CURB OR SIDEWALK
PRUNE ALL DAMAGED OR DEAD WOOD
IMMEDIATELY PRIOR TO PLANTING.
SET SHRUB 1" HIGHER THAN THE
GRADE AT WHICH R GREW.
DIG PLANT PIT TWICE AS WIDE OR
MORE AS THE CONTAINER.
APPLY SPECIFIED MULCH 4" DEEP
OVER SPECIFIED WEED MAT.
FINISHED GRADE
ALL JUNIPER PLANTS SHOULD BE
PLANTED SO TOP OF ROOT MASS
OCCURS AT FINISH GRADE OF MULCH
LAYER,
LOOSEN SIDES OF PLANT PIT AND
ROOTBALL.
REMOVE CONTAINER
BACKFILL: ONE THIRD ORGANIC
MATTER TWO THIRDS SITE SOIL
THOROUGHLY MIXED.
ANY BROKEN OR CRUMBLING ROOTS ILL
WILL BE REJECTED. REMOVING THE
CONTAINER WILL NOT BE AN EXCUSE
FOR DAMAGED ROOTBALL.
SHRUB PLANTING 9
NOT TO SCALE
CLUMP TREES SHALL HAVE SPECIFIED NUMBER
OF TRUNKS. SHRUB FORMS WILL BE REJECTED.
DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD
WOOD IMMEDIATELY PRIOR TO PLANTING,
WATER RING - INSTALL AT END OF PLANTING,
REMOVE PRIOR TO SODDING OR IRRIGATED
SEEDING.
PLANT ROOTBALL 2" HIGHER THAN WHICH IT GREW
(IN IRRIGATED AREAS) IN NON -IRRIGATED AREAS
PLANT TREE AT GRADE WHICH IT GREW.
APPLY 4" OF SARK MULCH TO THE OUTSIDE EDGE
OF SAUCER UPON PLANTING
APPLY 18-24" RING OF BARK MULCH 4" DEEP UPON
COMPLETION OF SEEDING OR SODDING
FINISHED GRADE
CUT AND REMOVE BURLAP FROM TOP AND SIDES
OF ROOTBALL. REMOVE ALL WIRES AND NYLON
TIES. IF TREE IS IN FIBER POT, REMOVE PRIOR TO
PLANTING.
ANY BROKEN OR CRUMBLING ROOTBALL WILL BE
REJECTED. REMOVING THE WIRE WILL NOT BE AN
EXCUSE FOR DAMAGED ROOTBALLS.
SPECIFIED BACKFILL MIXTURE AND FERTILIZER
APPLICATION.
HOLE SHOULD HAVE ROUGHENED SIDES
CLUMP TREE PLANTING r�
NOT TO SCALE
Sterling Design Associates, Ilc
CIVIL ENGINEERS -LANDSCAPE ARCHITECTS
2009 W. Utd— BIM. 9300
Unl— CO 80120
303.7 An7 ph
wlwr.5tail ngDasip W wdap¢com
PREPARED UNDER THE OIRECT SUPERVISION OF
JOSEPH G. SCHIEL P.E.
COLORADO REGISTRATION48M
FORE ON BEHALFOF STERLING DES ASSOCIATES, LLC
PRELIMINARY
NOT FOR CONSTRUCTION
STERLING DESIGN ASSOCIATES, LLC
IS&K59 REVl9�I8
N0: 1 DATE:MRB/Ate BY'. YB
cE3GNroTpM1. l aT EOP 91.6M iTlAL
NO: 2 OATE'Witi/A10 BV'Ju'B
IPibN: ]NO EOPSAMIfTA1
NO- B GATE: 61I3,A'1B OV'. JGS
OE9CRPfGJ: 9RD SDPSIAMRTAL
NO. P DATE 7IlYA1B BY: AB
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No.. s On3E Rr.
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OEBCRIPfa. .
ogre. scAlE:
07113/2018 -
PROIEOT NMiA3FR B2WECT M0.'.
JGS
Pi ANN SY: ORANMIG ttE
MEH
HACIENDA COLORADO
32nd 8B YOUNGFIELD
WHEAT RIDGE, CO 80033
Regency -
Centers.
REGENCY CENTERS
8480 ORCHARD RD. SUITE 6900
GREENWOOD VILLAGE, CO 80111
TEL: (303) 300-5300
BHEET TrtLE:
LANDSCAPE DETAILS
8 OF 10 (L103)
DO NOT CUT OR DAMAGE LEADER
�
RUBBER HOBE (112" DIA.) OR 12" NYLON
�~— TREE STRAP ON GUY WIRE TO PROTECT TREE.
912 GALVANIZED WIRE TWISTED DOUBLE
STRAND. MIN. 3 GUY WIRES PER TREE.
'Nh
112" DIA. X 38" LONG WHITE FVC PIPE
ON EACH GUY WIRE.
h SET FOOTBALL 3"HIGHER THAN GRADE AT
WHICH TREE GREW.
APPLY 4" OF BARK MULCH TO THE OUTSIDE EDGE OF
SAUCER UPON PLANTING APPLY 1824" RING OF BARK
MULCH 4" DEEP UPON COMPLETION OF SEEDING OR
SODDING.
_ FINISHED GRADE
I —
30" METAL "T" STAKE. DRIVE VERTICALLY
INTO UNDISTURBED SOIL, FLUSH WUGRADE.
REMOVE BURLAP FROM TOP 213 OF ROOTBALL.
------REMOVE TONNE & WIRE FROM TOP AND SIDES OF FOOTBALL.
'�--� UNDISTURBED SUBGRADE
SPECIFIED BACKFILL MIXTURE HOLE
—
~ SHOULD HAVE ROUGHENED SIDES AND
2x ROOTBALL DLA,
FERTILIZER APPLICATION REMOVE
GUYING AFTER ONE YEAR.
INSTALL SPECIFIED MULCH TO
DRIPLINE OF TREE WHERE PLANTED IN
LAWN AREAS.
DO NOT PROVIDE WATER BASIN IN
IRRIGATED LAWN AREAS.
EVERGREEN TREE PLANTING
NOT TO SCALE
Sterling Design Associates, Ilc
CIVIL ENGINEERS -LANDSCAPE ARCHITECTS
2009 W. Utd— BIM. 9300
Unl— CO 80120
303.7 An7 ph
wlwr.5tail ngDasip W wdap¢com
PREPARED UNDER THE OIRECT SUPERVISION OF
JOSEPH G. SCHIEL P.E.
COLORADO REGISTRATION48M
FORE ON BEHALFOF STERLING DES ASSOCIATES, LLC
PRELIMINARY
NOT FOR CONSTRUCTION
STERLING DESIGN ASSOCIATES, LLC
IS&K59 REVl9�I8
N0: 1 DATE:MRB/Ate BY'. YB
cE3GNroTpM1. l aT EOP 91.6M iTlAL
NO: 2 OATE'Witi/A10 BV'Ju'B
IPibN: ]NO EOPSAMIfTA1
NO- B GATE: 61I3,A'1B OV'. JGS
OE9CRPfGJ: 9RD SDPSIAMRTAL
NO. P DATE 7IlYA1B BY: AB
oEs�rmrcR, 4msoPs.AMRrx
No.. s On3E Rr.
OESCRIPfkvV -
I'+o. eB ogre. - ev.
OEBCRIPfa. .
ogre. scAlE:
07113/2018 -
PROIEOT NMiA3FR B2WECT M0.'.
JGS
Pi ANN SY: ORANMIG ttE
MEH
HACIENDA COLORADO
32nd 8B YOUNGFIELD
WHEAT RIDGE, CO 80033
Regency -
Centers.
REGENCY CENTERS
8480 ORCHARD RD. SUITE 6900
GREENWOOD VILLAGE, CO 80111
TEL: (303) 300-5300
BHEET TrtLE:
LANDSCAPE DETAILS
8 OF 10 (L103)
�Q.
ior1 CD- %o-1 o � Cl
$1414—' PEi
cL: l� 31'.6•
ELY - U1' -O• -
LPARAPET
121.0.
{yy� T:fN15FED FLOOR
T EL: (W -O"
APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT
SPECIFIC DEVELOPMENT PLAN AMENDMENT #15
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M.
CITY OF WHEAT RIDGE', COUNTY OF JEFFERSON, STATE OF COLORADO
svTn'.p AFEr I..ff-I.
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TYP.
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TYP.
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rTQ.
L
\ lYR
:. ..I'. .r..: .. - ..
.;.
i t
SOUTH ELEVATION
i
IB' T
EXTERIOR FINISH SCHEDULE
NO.
MATERIAL
BR -1
BRICK I
rc 2 —a
oE»aacnon: as ma a.slrrtu
BR -2
BRICK 2
m: aw
GL -I
GLAZIIY
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M-1
METAL COPING
ar,
Md
9EAD ERED STEEL
T/ TRASH B4CL05URE.r
"ETHu10a9:
..
EL Ib'-0�
FF -I
I PANTED HARD STUCCO
�9
oruwl+ar: owwnna ra✓:
wD-I
WOOD- LOOK ALLIM"
T/ TRASH ENCLOSURE
FNISHED FLOOR,?,
El-- 9T'-9"
SPECIFICATION
IT -R: ENDICOn
NZE: FACE BRICK
9COLOR 5EMA IR 016FOT VELaIR
P MFR: ENDICATT
SIZG-• FACE BRICK
COLOR 5E1NA
[)AW IRa6POT VELOJR
TYPE: I' CLEAR INSULATED GLA56
TEmFEF€D PER CODE
nil PAG -CLAD
BRAKE METAL
COLOR: SLATE GRAY
MFR UE5TER4 5TATf5 METAL RMOFFG
PRODUCT: SHEET STEEL 24 GAUGE
COLOR ANTIa E MTC- PANT PRNT
Mir STO Cowo"TION — –
PI PO CT: HARD STUCCO
CLLG - 5w 1521
FNSH: STOCOLOR LOTISAN COATING
MTr QoTaw
I• X 3.1 1E115 w MPH FRAMED PAM16
6' DECKING 504PS TO CLAD LI DON FRAMES
FNISH: DRIFTWOOD
EAST FACADE - 2670 SF
MATERIALS & TRANSPARENCY SUMMARY
NO.MATERIAL SF % OF FACADE
BR -I BRICK 1 1192 44,5
BR -2 BRICK 2 430 16.1
3L-1 CA.AZI4G O OD
M-1 METAL 50 13
FF -1 PANTED HARD STUCCO 991 369
T-1 TILE D OA
101AL 36'10
T/ TRASH ENCLOSURE
E \
T/ TRASH ENCLOSURE
FNSFED FLOOR
EL:
SOUTH FACADE - 3315 SF
MATERIALS $ TRANSPARENCY SUMMARY
NO. MATERIAL SF % OF FACADE
BR -I BRICK 1 105 113
BR -2 BRICK 3 239 13
GL -I GLAZFG 4931 0.9
FRIELMNARY
NOT FOR CONSTRUCTION
sTFALINC+oeeKaH F890CIATES, uc
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368
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OTn3=1e
rso/ecrrwua.c waoiccr wa:
—
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oruwl+ar: owwnna ra✓:
9 OF 10
HACIENDA COLORADO
32nd & YOUNGFIELD
WHEAT RIDGE, CO 80033
Regency-
Centers.
egencyCenters.
REGENCY CENTERS
8480 ORCHARD RD. SUITE 6800
GREENWOOD VILLAGE, CO 80111
TEL: (303) 300530D
axe2rmtF:
NOTE:
n-1
METAL
30
0.9
PLACEHOLDERS FOR SIGNAGE ARE NOT APPROVED AS PART OF
M-2
UEAY-MD STEEL
64
1.9
THIS SITE PLAN REVIEW. COMPLIANCE WITH APPLICABLE SIGN
FF -I
PANTED HARD 5TLCC0
IRI-
368
"ETHu10a9:
];REGULATIONS WILL BE REVIEWED THROUGH BUILDING PERMIT
T-1
TILE
223
B.T
9 OF 10
APPLICATIONS OR THROUGH A FUTURE MASTER SIGN PLAN
W—
-I
— —
wocD
-
340
03
TOTAL 335
gm�icn4 aD\q'wan<�
APPLEWOOD VILLAGE SHOPPING CENTER PLANNED COMMERCIAL DEVELOPMENT
SPECIFIC DEVELOPMENT PLAN AMENDMENT X15
AN OFFICIAL DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
SITUATED IN THE SE 1/4, NW 1/4, SECTION 29, T 3 S., R 69 W. OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO EXTERIOR FINISH SCHEDULE
TIPARAPET.
;==_ i - _s
OWEST ELEVATION
3116 r -O•
ioN'Ap
RAPEi
EL . 1'-0"
NORTH ELEVATION
3 3116' - 1'-0"
m
M-1 METAL
- I r M-2 UEATHERFD STEEL A 07
PF -I •PAINTED HAM STUCCO Li48 5U
t -I TILE Z2' 0.0
= 404 153
TOTAL 1 2631
FTI
CIL.
TyF' 4-G' x 12•-0' 2'-1V•
NOTE:
PLACEHOLDERS FOR SIGNAGE ARE NOT APPROVED AS PART OF
THIS SITE PLAN REVIEW. COMPLIANCE WITH APPLICABLE SIGN
REGULATIONS WILL BE REVIEWED THROUGH BUILDING PERMIT
APPLICATIONS OR THROUGH A FUTURE MASTER SIGN PLAN
pmMNARY
HOCONSTRUCTION
irpARAFET
r T/ TRASH ENC1051RE
EL:ua-o"
�.
STERLING OESION ASSOCIATES, LLC
FF -I
TrPARAPET
OeIRBaPEVbmNB
NO,; waa:awezmre er: ma
EN 132'-O"Y
oEavrwx: iaT am auaweru
M_1
xo: z ImTe: aanlana er:T�
�TrFNS WD FLOOR TYR
-
--T
E4 L Ip0-O,
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T/ TRASH ENCLOSURE,
N0. 1� ImTC: Nl 18 er: sae
FNISNED FLCOR�'
—i Up -1-:
oeecxarlox: -
`tEL: 9T-9"
oasaac.TnN: .
NORTH ELEVATION
3 3116' - 1'-0"
m
M-1 METAL
- I r M-2 UEATHERFD STEEL A 07
PF -I •PAINTED HAM STUCCO Li48 5U
t -I TILE Z2' 0.0
= 404 153
TOTAL 1 2631
FTI
CIL.
TyF' 4-G' x 12•-0' 2'-1V•
NOTE:
PLACEHOLDERS FOR SIGNAGE ARE NOT APPROVED AS PART OF
THIS SITE PLAN REVIEW. COMPLIANCE WITH APPLICABLE SIGN
REGULATIONS WILL BE REVIEWED THROUGH BUILDING PERMIT
APPLICATIONS OR THROUGH A FUTURE MASTER SIGN PLAN
pmMNARY
HOCONSTRUCTION
NORTH FACADE - 3171 SF
MATERIALS & TRANSPARENCY SUMMARY
NO. MATERIAL SF % OF FACADE
I -6R-1 BRICKI 615 214
BR -2 BRICK 2 219 6.9
GL -I GLAZW llb1 22b
I M-1 :METAL 0% 4b
FI'F-I PANTED HARD STUCCO 10% _ 34.6
T-1 TILE O 00
UP -I WDOD 315 9.9
TOTAL 3111
REGENCY CENTERS
8480 ORCHARD RD. SUITE 6900
GREENWOOD VILLAGE, CO 80111
TEL: (303) 300-5300
61EtTmlE:
eNCTNNaapt
10 OF 10
irpARAFET
EL: 137'-6°Y
STERLING OESION ASSOCIATES, LLC
FF -I
TrPARAPET
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NO,; waa:awezmre er: ma
EN 132'-O"Y
oEavrwx: iaT am auaweru
xo: z ImTe: aanlana er:T�
oeecnwrlae suo eov eueearru
Na: a mre: rnuole ar. aos
�. 1
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HACIENDA COLORADO
32nd & YOUNGFIELD
WHEAT RIDGE, CO 80033
Regency-
egencyCenters.
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NORTH FACADE - 3171 SF
MATERIALS & TRANSPARENCY SUMMARY
NO. MATERIAL SF % OF FACADE
I -6R-1 BRICKI 615 214
BR -2 BRICK 2 219 6.9
GL -I GLAZW llb1 22b
I M-1 :METAL 0% 4b
FI'F-I PANTED HARD STUCCO 10% _ 34.6
T-1 TILE O 00
UP -I WDOD 315 9.9
TOTAL 3111
REGENCY CENTERS
8480 ORCHARD RD. SUITE 6900
GREENWOOD VILLAGE, CO 80111
TEL: (303) 300-5300
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