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TO: Case File for WSP- 14-06 and MS- 14-04
FROM: Meredith Reekert, Senior Planner
DATE: February 9, 2015
SUBJECT: Processing of Case Nos. WSP-14-06 and MS -14-04
Case No. WSP-14-06, a request for site plan approval for a Natural Grocers Grocery store at
4900 Kipling, was processed concurrently with Case Nos, MS -14-04.
All relevant information for Case No.. MS -14-04 can be found in the case file for Case No.
WSP-14-06.
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LEGEND
PROPERTY LIE
LOT INE
ASPHALT
CONCRETE
-5280- PROPOSED CONTOUR - MAJOR
-5280 - - - - PROPOSED CONTOUR - MINOR
-5280 - - - - EXISTING CONTOUR. MAJOR
- - - - - - - - EX STE N'. CONTOUR . MINOR
OVERFLOW
ti
-- <-- <-- <- SWALE - LEFT
-->-->-->- SWALE - RIGHT
18.18 FL 18.18
MATCH y VTC 18.68 (FL=FLOWLINE, TC=TOP CURB,
02' m c TW=TOP WALL, FG=FINISH GRADE)
0
2.0% 2.0%
iYP nT SLOPE
NEW CURB
NEW FLOW LIE
NEW PAN/UP
EXISTING NRB
- - EXISFRIG FLOW LINE
- ` EXISTING PAN/UP
CIENTER NE OF ROADWAY
RIGHT-OF-WAY
METAL P?1Q
WOOD F04CE
' SYMBOLS MAY NOT BE TO SCALE FOR BETTER GRAPHICAL REPRESENTATION.
CITY CERTIFICATION
APPROVED THIS DAY OF AD BY THE CRY OF
WHEAT RIDGE.
ATTEST -
COMMUNITY DEVELOPMENT DIRECTOR
OWNERS CERTIFICATE
THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY
AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE
WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY
OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS
SITE 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.
[INSERT NAME OF OWNER($) OR AGENT(S) WHO WILL SIGN)
STATE OF COLORADO )
ISS
COUNTY OF JEFFERSON )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
_DAY OF A.D. 20_ BY
WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES:
NOTARY PUBLIC
SITE PLAN FOR
NATURAL GROCERS AT KIPLING 5000
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET INDEX
C1.01
COVER SHEET
C1.02
SITE PLAN
A1.01
BUILDING ELEVATIONS
A1.02
BUILDING ELEVATIONS
A2.01
ARCHITECTURAL DETAILS
A2.02
ARCHITECTURAL DETAILS
A2.03
ARCHITECTURAL DETAILS
L1.01
LANDSCAPE PLAN
L1.02
LANDSCAPE NOTES 8r PLANT LIST
E1.01
SITE PHOTOMETRIC PLAN
E1.02
SITE LIGHTING CUT SHEETS
PREPARED FOR:
EQUITY VENTURES
COMMERCIAL DEVELOPMENT
2 STEELE STREET, SUITE 203
DENVER, CO 80206
PREPARED BY:
`TEIRTE`
INNER RWJMI�.111111111li
Main. 303A55.8988 I Fax: 303A55.8446
3734 0soge Street I Demerr C0 80211
MCG LAMERYEN G.com
VERTEXENG.com
CONTACT: LANCE P. VANDEMARK P.E.
Jam• t`` `•►
-COLORADO $r
sne ■ul't RFl0e..kLJ r�B11RXI rRu RIB.
cA.c rr -
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE WEST LINE OF THE SOUTHWEST 1/4 OF
SECTION 15, BEARING NOW I2 -27-W PER CITY OF WHEAT RIDGE DATUM.
THE SOUTHWEST CORNER IS A FOUND 3 1/4" BRASS CAP IN RANGE BOX
LS 13212 AND THE WEST 1/4 CORNER IS A FOUND 3 1/4" ALUMINUM CAP
IN THE SIDEWALK LS23524.
BENCH MARK
THE PROJECT BENCHMARK IS THE WEST 114 CORNER OF SECTION 15, A 3
1/4' ALUMINUM CAP IN THE SIDEWALK LS23524, ELEVATION=5393.92
(NAVD 88) PER CITY OF WHEAT RIDGE DATUM.
LEGAL DESCRIPTION
PARCEL l:
LOT 2, KIPLING 5000 BUSINESS PARK, REPLAT OF LOT 1, SECOND FILING,
SITUATED IN THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CONTAINING 87,505
SQUARE FEET, 2.00 ACRES MORE OR LESS.
PARCEL 2:
A PARCEL OF LAND SITUATED IN THE SOUTHWEST 1/4 OF SECTION 15,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 25.00 FEET NORTH AND 55.00 FEET EAST OF THE
SOUTHWEST CORNER OF SAID NORTHWEST 1/4 OF THE SOUTHWEST 1/4
OF THE SOUTHWEST 1/4; THENCE NORTHERLY AND PARALLEL TO THE WEST
LINE OF SAID NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE
SOUTHWEST 1/4 A DISTANCE OF 172.00 FEET; THENCE EASTERLY AND
PARALLEL TO THE WEST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST
1/4 A DISTANCE OF 126.00 FEET; THENCE SOUTHERLY AND PARALLEL TO
THE WEST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE
SOUTHWEST 1/4 A DISTANCE OF 15.00 FEET; THENCE EASTERLY AND
PARALLEL TO THE SOUTH LINE OF SAID NORTHWEST 1/4 OF THE
SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 A DISTANCE OF 23.50 FEET;
THENCE SOUTHERLY AND PARALLEL TO THE WEST LINE OF SAID NORTHWEST
1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 A DISTANCE OF
157.00 FEET; THENCE WESTERLY AND PARALLEL TO THE SOUTH LINE OF SAID
NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 A
DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING.
EXCEPT THAT PORTION CONVEYED TO STATE DEPARTMENT OF HIGHWAYS,
DIVISIONS OF HIGHWAYS, STATE OF COLORADO BY SPECIAL WARRANTY
DEED RECORDED AUGUST 12, 1981 AT RECEPTION NO. 81059107.
AND EXCEPT THAT PORTION CONVEYED TO JEFFERSON COUNTY BY
WARRANTY DEED RECORDED OCTOBER 8, 1968 IN BOOK 2053 AT PAGE
421, COUNTY OF JEFFERSON, STATE OF COLORADO.
CONTAINING 22,149 SQUARE FEET, 0.50 ACRES MORE OR LESS.
CASE HISTORY:
WA -77-75, SUP -80-05, MS -82-02, MS -82-10,
WA -83-12, WSP-14-06, MS -14-04
ENGINEER'S CERTIFICATE:
THESE SITE PLAN DRAWINGS FOR 4900 KIPLING AVE WERE PREPARED BY ME
(OR UNDER MY DIRECT SUPERVISION) IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CITY OF WHEAT RIDGE.
OPp00 UC4,4
cu
11/20/14
3 43911 '
'•.
BY:
LANCE P. VANDEMARK, P.E.
STATE OF COLORADO NO. 43911
NAME OF FIRM: MCGLAMERY ENGINEERING GROUP, LLC
Site Summary Table
Z
Existing Zoning
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d
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Total Area
h
2.50 AC (108,900 SF)
-
Lot 1
-
mpg
2.38 AC (103,657 SF)
La'JO(OV
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Tract A (ROW Dedication)
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LU 00
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0.12 AC (5243 SFJ
WJ
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Gross Floor Area
VERTEXENG.COM
MCGLAMERYENG.COM
15,004 SF
F.A.R.
Lu LU
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0.145
Floor Area by Use
Q
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w
Retail(Grocery Store)
to
<~
15,004 SF
QY
W
Z
Required
OQ'
Proposed
V
Area (SF)
Percentage Area (SF)
Percentage
Building Coverage
NA
NA
15,004
14.47%
Parking Lot (Paving) Coverage
NA
NA
52,949
51.08%
Total Coverage
82,926
80.00%
67,953
65.56%
Landscaping
20,731
20.00%
35,704
34.44%
Required
Provided
Front Yard Setback
50 FT
73.45 FT
Side Yard Setback
5 FT
58.57 FT
Rear Yard Setback
30 FT
211.66 FT
Max. Building Height
50 FT
27.92 FT
Parking
Standard Spaces
71
82
Bicycle Spaces
4
4
ADA Spaces
4
4
Total Motor Vehicle Spaces
75 (1 space/200 SF)
96
PREPARED BY:
`TEIRTE`
INNER RWJMI�.111111111li
Main. 303A55.8988 I Fax: 303A55.8446
3734 0soge Street I Demerr C0 80211
MCG LAMERYEN G.com
VERTEXENG.com
CONTACT: LANCE P. VANDEMARK P.E.
Jam• t`` `•►
-COLORADO $r
sne ■ul't RFl0e..kLJ r�B11RXI rRu RIB.
cA.c rr -
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE WEST LINE OF THE SOUTHWEST 1/4 OF
SECTION 15, BEARING NOW I2 -27-W PER CITY OF WHEAT RIDGE DATUM.
THE SOUTHWEST CORNER IS A FOUND 3 1/4" BRASS CAP IN RANGE BOX
LS 13212 AND THE WEST 1/4 CORNER IS A FOUND 3 1/4" ALUMINUM CAP
IN THE SIDEWALK LS23524.
BENCH MARK
THE PROJECT BENCHMARK IS THE WEST 114 CORNER OF SECTION 15, A 3
1/4' ALUMINUM CAP IN THE SIDEWALK LS23524, ELEVATION=5393.92
(NAVD 88) PER CITY OF WHEAT RIDGE DATUM.
LEGAL DESCRIPTION
PARCEL l:
LOT 2, KIPLING 5000 BUSINESS PARK, REPLAT OF LOT 1, SECOND FILING,
SITUATED IN THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CONTAINING 87,505
SQUARE FEET, 2.00 ACRES MORE OR LESS.
PARCEL 2:
A PARCEL OF LAND SITUATED IN THE SOUTHWEST 1/4 OF SECTION 15,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 25.00 FEET NORTH AND 55.00 FEET EAST OF THE
SOUTHWEST CORNER OF SAID NORTHWEST 1/4 OF THE SOUTHWEST 1/4
OF THE SOUTHWEST 1/4; THENCE NORTHERLY AND PARALLEL TO THE WEST
LINE OF SAID NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE
SOUTHWEST 1/4 A DISTANCE OF 172.00 FEET; THENCE EASTERLY AND
PARALLEL TO THE WEST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST
1/4 A DISTANCE OF 126.00 FEET; THENCE SOUTHERLY AND PARALLEL TO
THE WEST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE
SOUTHWEST 1/4 A DISTANCE OF 15.00 FEET; THENCE EASTERLY AND
PARALLEL TO THE SOUTH LINE OF SAID NORTHWEST 1/4 OF THE
SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 A DISTANCE OF 23.50 FEET;
THENCE SOUTHERLY AND PARALLEL TO THE WEST LINE OF SAID NORTHWEST
1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 A DISTANCE OF
157.00 FEET; THENCE WESTERLY AND PARALLEL TO THE SOUTH LINE OF SAID
NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 A
DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING.
EXCEPT THAT PORTION CONVEYED TO STATE DEPARTMENT OF HIGHWAYS,
DIVISIONS OF HIGHWAYS, STATE OF COLORADO BY SPECIAL WARRANTY
DEED RECORDED AUGUST 12, 1981 AT RECEPTION NO. 81059107.
AND EXCEPT THAT PORTION CONVEYED TO JEFFERSON COUNTY BY
WARRANTY DEED RECORDED OCTOBER 8, 1968 IN BOOK 2053 AT PAGE
421, COUNTY OF JEFFERSON, STATE OF COLORADO.
CONTAINING 22,149 SQUARE FEET, 0.50 ACRES MORE OR LESS.
CASE HISTORY:
WA -77-75, SUP -80-05, MS -82-02, MS -82-10,
WA -83-12, WSP-14-06, MS -14-04
ENGINEER'S CERTIFICATE:
THESE SITE PLAN DRAWINGS FOR 4900 KIPLING AVE WERE PREPARED BY ME
(OR UNDER MY DIRECT SUPERVISION) IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CITY OF WHEAT RIDGE.
OPp00 UC4,4
cu
11/20/14
3 43911 '
'•.
BY:
LANCE P. VANDEMARK, P.E.
STATE OF COLORADO NO. 43911
NAME OF FIRM: MCGLAMERY ENGINEERING GROUP, LLC
NO.
REVISIONS
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W/14/14 NIL SITHM RUILBITAL
06/29/14 200110 SIR RAN UWAL
J010611411011TERMIANAlIft
1081, 14-29266
FILENAME: 118XL•WIbWWM %LNKM
PLOT DATE: 6/5/2014 10:12:41 AM
DATE 2014.05-23
1 •01
DRAWN BY: en
CHECKED BY: LPV
1081, 14-29266
SITE PLAN FOR
NATURAL GROCERS AT KIPLING 5000
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
I
I 7LANDSCAPE
1 OVERHANG
SPEED SUMP
Typ
--- - -------T--_-r-_-``--�� _ 430.71 '\
— —5363-\yt -5362 889 35 �\\
DAVIS TILE R® r 1 1
DNCRETE CROSSWAUC .��y{•-� • 0 1
EE DETAIL SMEiT C1.15 _ PROPOSED I—r. 9,00 P I—r- 9.00'
MONUMENT SIGN SPILL CURB, TYP,
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a; ASPHALT GRADE /
ALONG THE WEST /
o i - EIFVATON OF THE /
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I- I8.00� PICNIC TABLE
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EXISTING TRAFFIC
ACCESSIBLE j
ADA PARKING. 4 SPACES
O L Q
SIGNAL POLE TO
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•1 LANDSCAPE PLANTER LOADING—
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/
g SPILL PAN SHALL MATCH /
a; ASPHALT GRADE /
ALONG THE WEST /
o i - EIFVATON OF THE /
BUILDING
I- I8.00� PICNIC TABLE
CT CABM
R6 ELECTRICAL
DOUBLE SIDED SIGN:
NO TRUCK TRAFFIC
1 \
RAMP \
fes•
COLORADO
CROSS ACCESS DRIVEWAY
SHARED WITH LOT 1, KIPUNO - T
5000 BUSINESS PARK FLG NO. 2
� / I
CONNECTION TO
WITHNG ALLEY SHARED
WT 3, KIPLING 5000
BUSINESS PARK FIG NO. 2
`O• Sbo 14' EXTERIOR UGHTPOLE
(TTP.)
f/ rY CURB CUT
aQy, I RE CNK BITE DETAILS
TRASH ENCLOSURE /
RE ARCHTTECTIMAL -
MAN DOGE
26.00'
( -- 9.0d a
. PEDESTRIAN Na
CROSSING
8 �--�� � TYPE 1
ADA
RAMP
0
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DAVIS TILE R®
PATTERNED
CONCRETE \ \
TRACE A (DIAGONAL HATCH) \ VNI IIGHTPGI
TO BE DEE AS RI TO THE F- CAY \` TO NVAN jM
OF WHEAT RIDGE AS RIGHT-OF-WAY
s �
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CURB an
CDETAILS
L SPIE
8
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Al TILE REDDETAILS, \ R5 CIVIL SITE
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( CONCRETE CROSSWALK SI$T 01.14 SHEET c1.74
SEE DETAIL SHEET C,.15 \49TH AVENUE
LEGEND
PROPERTY UNE
LOT LINE
ASPHALT
IIEAWAIRY ASPHALT
71 CONCRETE
- - UlNDSGVE
STRIPING NOTES:
I. STRIPING FOR PEDESTRIAN CROSSINGS SHALL BE 13 FT WIDE BY 6 FT
LONG WHITE PAINTED OR THREMOPIASTIC MARKINGS INSTALLED
PERPENDICULAR TO THE PEDESTRIAN PATH AT 4 FT INTERVALS ACROSS
THE WIDTH OF THE DRIVE AISLE (38 FT).
2. PARKING STALL STRIPING SMALL BE 4 INCHES WIDE BY THE LENGTH OF
TME STALL, WHITE PAINTED OR THREMOPLASTIC MARKING.
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SHARED WITH LOT 1, KIPUNO - T
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CONNECTION TO
WITHNG ALLEY SHARED
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BUSINESS PARK FIG NO. 2
`O• Sbo 14' EXTERIOR UGHTPOLE
(TTP.)
f/ rY CURB CUT
aQy, I RE CNK BITE DETAILS
TRASH ENCLOSURE /
RE ARCHTTECTIMAL -
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26.00'
( -- 9.0d a
. PEDESTRIAN Na
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DAVIS TILE R®
PATTERNED
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OF WHEAT RIDGE AS RIGHT-OF-WAY
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CURB an
CDETAILS
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SEE DETAIL SHEET C,.15 \49TH AVENUE
LEGEND
PROPERTY UNE
LOT LINE
ASPHALT
IIEAWAIRY ASPHALT
71 CONCRETE
- - UlNDSGVE
STRIPING NOTES:
I. STRIPING FOR PEDESTRIAN CROSSINGS SHALL BE 13 FT WIDE BY 6 FT
LONG WHITE PAINTED OR THREMOPIASTIC MARKINGS INSTALLED
PERPENDICULAR TO THE PEDESTRIAN PATH AT 4 FT INTERVALS ACROSS
THE WIDTH OF THE DRIVE AISLE (38 FT).
2. PARKING STALL STRIPING SMALL BE 4 INCHES WIDE BY THE LENGTH OF
TME STALL, WHITE PAINTED OR THREMOPLASTIC MARKING.
NO. REVISIONS
3
4
5
8
9
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NO. REVISIONS
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FILE NAME 1NmILL�LP4RRY.BBjLlMI
PLOT DATE 6/5/201410.12.41 AM
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FILE NAME 1NmILL�LP4RRY.BBjLlMI
PLOT DATE 6/5/201410.12.41 AM
DATE 2014-0543
C1.02
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DATE: 2014-05-23
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)OB #; 14-29266
SITE PLAN FOR
NATURAL GROCERS AT KIPLING 5000
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON STATE OF COLORADO
SYM I COMMON NAME BOTANICAL NAME OTT SIZE A CONDITION
DECIDUOUS CANOPY TREES
ALI AMERICAN LINDEN TILIA AMERICANA 7—F2 I /Y CAL. BAB
_
GU GREENSPIRE LINDEN TILIA CORDATA'GREENSPIRE' 2 2 1 /2" CAL. BAB
SGM SIENNA GLEN MAPLE ACER X FREEMANII 5 2 1/2" CAL BAB
SHA SHADEMASTER LOCUST GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTER' S 2 1/2" CAL BAB
SKY SKYLINE LOCUST GLEDITSIA TRIACANTHOS INERMIS'SKYLINE' 3 12 1/2" CAL BAB
EVERGREEN TREES
AUS
AUSTRIAN PINE
PINUS NIGRA 1 5 6' BAB
COS
COLORADO SPRUCE
PICEA PUNGENS 1 6 6- BAB
SMALL DECIDUOUS SHRUBS 2'-S' SPREAD
CPB
CRIMSON PYGMY BARBERRY BERBERIS THUNBERGII'ATROPURPUREA NANA' 1 28
1 5 GAL CONT.
KEL
I KELSEY DWARF DOGWOOD CORNUS STOLONIFERA'KELSEY[' 11
15 GAL. CONT.
MEDIUM DECIDUOUS SHRUBS S'-7' SPREAD
BWV SURKW000 VIBURNUM VIBURNUM X SURKWOODI 9 10 GAL CONT.
DBB DWARF BURNING BUSH EYONYMUS ALATUS'COMPACTA' 4210 GAL CONT.
MKL MISS KIM LILAC SYRINGA PATULA 13 10 GAL. CONT.
PBS COMPACT PURPLE BUTTERFLY BUSH BUDDLEA DAVIDII NANHOENSIS'PETITE PLUM' 24 10 GAL CONT.
SMALL EVERGREEN SHRUBS 2'-S' SPREAD
BCH BLUE CHIP JUNIPER IUNIPERUS HORIZONTALIS'BLUE CHIP' 9__T5 GAL CONT.
MSL MUGO SLOWMOUND PINE PINUS MUGO'SLOWMOUND' 20 5 GAL COM.
SIE SIERRA SPREADER JUNIPER JUNIPERUS SABINA'SIERRA SPREADER' 161 5 GAL CONT.
MEDIUM EVERGREEN SHRUBS 5'-7'SPREAD
BNS I BIRDS NEST SPRUCE PICEA ABIES'NIDIFORMIS' 4 It 5 GAL COM.
ORNAMENTAL GRASSES
FRG
FEATHER REED GRASS
CAIAMAGROSTIS ARUNI NACEA'KARL FOERSTER' 97
1 GAL. COM.
HMG I
HEAVY METAL SWITCHGRASS
PANICUM VIRGATUM'HEAVY METAL' 46 11
GAL. CONT.
PERENNIALS
DDY STELLA O'ORO DAYLILY HEMEROCALUS'STELLA D'ORO 176 I GAL.
ROD BLACK-EYED SUSANRUDBKKIA FULGIDA'GOLDSTRUM' 93 1 GAL
MNS MAY NIGHT SALVIA SALVIA SYLVESTRIS X MAINACHT' 205 11 GAL
S
1. ALL EXISTING LANDSCAPE ON SITE IS TO BE REMOVED.
2. ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION AT 3.5cu.yrds/1,000sf,
UNLESS OTHERWISE NOTED IN THE TECHNICAL SPECIFICATIONS.
3. ALL SHRUB BEDS ARE TO BE MULCHED WITH MIN. 3" DEPTH, 1 1/2"-3" MOUNTAIN GRANITE
ROCK OVER SPECIFIED GEOTEXTILE WEED CONTROL FABRIC. ALL GROUND COVER AND
PERENNIAL FLOWER BEDS SHALL BE MULCHED WITH 2" DEPTH SHREDDED CEDAR MULCH.
NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS.
4. SHRUB BEDS ARE TO BE CONTAINED BY 4" x 14 GAUGE GALVANIZED EDGER, RYERSON OR
EQUAL. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS, OR WALKS.
5. ALL SODDED, TURF SEEDED, AND LANDSCAPED AREAS SHALL BE WATERED BY AN
UNDERGROUND, AUTOMATIC IRRIGATION SYSTEM, AND SHALL PROVIDE 100% COVERAGE TO
ALL AREAS OTHER THAN THE DRYLAND SEED AREAS.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT
LANDSCAPE, PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR
THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION OR DURING THE SPECIFIED
MAINTENANCE PERIOD. CALL FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION.
7. THE CONTRACTOR SHALL REPORT ANY DISCREPANCY IN PLAN VS. FIELD CONDITIONS
IMMEDIATELY TO THE LANDSCAPE ARCHITECT, PRIOR TO CONTINUING WITH THAT PORTION
OF WORK.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES
OR EXCAVATIONS THAT SETTLE.
9. DO NOT DISTURB THE EXISTING PAVING, LIGHTING, LANDSCAPING, OR IRRIGATION THAT
EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON PLAN.
10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES.
11. ALL LANDSCAPING SHALL BE SERVED BY A FULLY AUTOMATIC, ZONED IRRIGATION SYSTEM.
ROOT BALL DWAETER
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ROOT -BALLS WILL BE REJECTED
2. CARE SHOULD BE TAKEN NOT TO
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ROOT -BALL WHEN REMOVING IT
FROM ITS CONTAINER
3. ALL JUNIPERS SHOULD BE
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ROOT -BALL OCCURS ABOVE
FINISH GRADE OF THE MULCH
LAYER
4. FILL PLANT PIT WITH 1R
SPECIFIED SOIL MIX AND 11'2
SOIL
5. DIG PLANT PIT TWICE AS WID
AND HIGH AS THE CONTAINE
SHRUB PLANTING
SCALE: 1-1/2'= 1'
PRUNING NOTES:
1. ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS.
2. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT
LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE
PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE
EDGE OF THE CROWN.
STAKING NOTES:
1. STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING SEASON.
FOLLOWS:
1.1 1-�• CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W. SIDE)
1.2 1.}• - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON NW SIDE. ONE ON S.W. SIDE (OR
PREVAILING WIND SIDE AND 180` FROM THAT SIDE)
1.3 3• CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM
2. WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM
SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO
ACCOMMODATE 14'' OF GROWTH AND BUFFER ALL BRANCHES FROM WIRE.
Q PLACE MIN. � PVC PIPE AROUND Q
GROMMETED NYLON STRAP
EACH WIRE. EXPOSED WIRE
'n
SHALL BE MAX. 2" EACH SIDE Q
GALVANIZED WIRE, MIN. 12
106 #: 14.29266
GAUGE CABLE - TWIST WIRE
O TREE WRAP TO BE INSTALLED ON
ONLY TO KEEP FROM SLIPPI
DECIDUOUS TREES ONLY. REFER
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IN UNDISTURBED SOIL.
ORDER MAJOR ROOT IS 1"-2'
ABOVE FINAL GRADE.
(D 3• DEEP MULCH RING PLACED A
MINIMUM OF 4 FT. IN DIAMETER.
DO NOT PLACE MULCH IN
CONTACT WITH TREE TRUNK
(FINISHED GRADE REFERENCES
TOP OF MULCH).
11 4-6' HIGH WATER SAUCER IN
NON -TURF AREAS.
12 BACKFILL WITH BLEND OF
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O REMOVE ALL TWINE, ROPE,
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106 #: 14.29266
FILE NAME: 1NFW,IPd/1Yh'AyBk>EB,BI
PLOT DATE: 6/5/2014 10:1 2:41 AM
DATE: 2014.05.23
/'�
L 1.02
DRAWN BY: ell
CHECKED BY: LPV
106 #: 14.29266
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SITE PLAN FOR
NATURAL GROCERS AT KIPLING 5000
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NMI ue:�jj
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www.givenandassoc,a t e.
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www.givenandassoc,a t e.
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SITE PLAN FOR
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LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
Redefining value ECOFORM
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PHILIPS GARDCO. LED SITE B AREA LUMINAIRE. ECOFORM pESIiNl16NTS •(�
The Philips Gardco EcoForm combnes economy with performance �orsosr:uq
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r.erofn arm kit, simpldyrng she comcrslons to LED by eliminating PI -4
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control systems available for funher energy savings.
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PREPARED eY: A10
TYPE:
305 NAME:
DATE: Mav 23.2013
CERTIFICATION: UL LISTED WET LOCATION
FINISH -Five stage pretreatment process, coated with a lead free
TGI C polyester powder mat finish. White is standard inside reflectors,
Except 049-Gatvanized, 062 -Anodized Bronze and 153 -Iron Rust,
Unless specified. Custom mbrs and Maitre are available upon request.
LAMP HOLDERS- Accommodates LED IOW. A minimum of 60,000
hours to 100,000 expected life depending on installation locabon
and ambient temperature.
MOUNTING Wall mount, 3/4" tapped hub is supplied. Fixtures are
pre -wired with leads.
REFLECTOR- Spun from heavy gauge 1100-0 aluminum, ranging in
thickness tom .050 b.125.
MODEL# FINISH LIGHTSOURCE
COLOR TEMP VOLTAGE
MOUNTING
ACCESSORIES
L212 51- LE01OW
4000K 120V
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PHONE: 877-999 1990
12260 EAST END AVE. CHINO, CA 91710
C VL LISTED
wH lex At on
DESCRIPTION
I1NHalo Rl6linisacomp14o1F.DRaH Tom Modulator!: and
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IJ EFASIMENTISi FOR THE PrRPOSIS1 S,10AIN, fBF,OW AND RIGHT.,, "")ENTAL "HFIREDC),
AS GRANTFT, III A DOCUMENT
GRANITES TC !,TATF DEPARTMENT OF HK, WAY_, OAFI,,�ON OF FVGHWAYSSIoVE, T`D`
C01 BRAVO
PURE OSEHIGHWAY FILL OR ; V84NKMENT
RECOR'FIFIND, ISFIC NOVEMBER 19, 19FI!
NO NO, 1111384570
(CFF WN ON TAT AVEY)
TO EASEMENT($) FOR 'IIIE PIRD'OSE(S) 54OWT, BELOW AND RISFITTI NCi,`FrIOAI_
OREFFETIO, AS CRAB LO IN A TTOGIjVCNT
GRANTED TO CFTY Ql W-' AT RiSTZ
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F 0 EEA, EGRETS, fRFE LANE, AND
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ONE OR NONE WA, .R PIPCIANES A,�D FA�, .iTXTFRCI WID FIJRFAA.E A-PUTLIFNANCEs
,'jORTTIING DATE.WTI�u, 22, '983
,,OMOMNG RE, REC,Pr,CN N, O 8.5035352
fSHOWN CIN TRIFNIT",
IS D,TFNl'llOAAiIV )LIFIET)
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AT ;983
RECORDIND NO RG. CEFFIC"N NO, '33OV12IT9
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(A"FECTF, 5,UBJECT PRON,WFY, NOT f_OrINFF,F)
AL_7AD �.___LE SURVEY -
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LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH PM, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 1 OF 2
VICIVITYMAP
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-ASURETOLNI'S WERE MADE IN ACCORDANCE WITH THE `W%R,ItU'V 4NGIE, AND
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SOUNITARAS FOR FOrATOCIRM, ,,ANO TIlLE 5ILRiOyS'_
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NOTICE ACCCiti DINIS TO LTERACTO rAW1 YDj VUST COMMENCE ANY i.rSAI, ACTIDA
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JANUARY 5, 198T AT RF(ON,ON NO 8SO'JI299, OF JEFFERSON SIR,", OF
FAAcE�, r*F
THAT PART "If' NCRW,',',I '/A OT Ti4 TO r nOVIFRIFF_`,T Y/4
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STATS OF CDLORADO
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SWC MY 1s/G '. � "��..gx i� `�FiLEk.S.-. ..#. W ^r� �f:..
SW 1/4 SM
T35
Q69v n t Fft g3a Yt VENUE Yur; ant F C.v gar,,,. _..,.,... _... n ....� „ ,.. __,. __..... ,. _ , ..� ..._,,,_,;.._ ..._-;..;�...�..,. z . .n:...� __,.,_ . ...„....._ ........e_...._,_,_ ..«.,.,.,. '°
y
w w
(60' O -!,t?
..,,,
1E[ _
w: p
t
5W COR % 5
S Rf`19w trk Im
t.J 1
E4 d AN E 90 Ra _i,7(ti � 2.73
43 �PC'•< i4 woo
'moi'.”Ra+I,00LCr �- 8f! -5i 45at78 ,,6 ,
7
_.._ xn :,.ars ull7lt x rrttl2 OF 2 Frsrxka,
EXIBIT -A-
LEGAL DESCRIPTION
(REV 08-28-14)
A PARCEL OF LAND BEING A PART OF LOT 2, KIPLING 5000 BUSINESS PARK, REPEAT OF
LOT' 1, SECOND FILING, RECORDED JANUARY 5, 1983 AT RECEPTION NO. 83001299, AND A
PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 15, TOWNSHIP 3 SOUT11
RANGE 69 WEST' OF THE 6TH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO MORE
PAR711CULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF LOT 2, SAID KIPLING 5000 BUSINESS PARK,
REPLAT OF LOT` I„ SECOND FILING FROM W14ENCE THE, WEST 1/4 CORNI.zR OF SAID
SECTION' 15 BEARS NO 1 -5 0'5 1 "W, A DISTANCE OF 1,695.05 FEET;
THENCE N89"3553"E, A DISTANCE OF 22.40 FEET;
THENCE 020081 0"L, A DISTANCE OF 58.00 FEET;
IT fENCE S0{ 006 A DISTANCE OF 148.96 FEET;
THENCE S36002'2 "E,, A DISTANCE OF 42.10 FEET;
THENCE N89*58'071,, A DISTANCE OF 405.03 FEET 1-0 A P01w ON TTIE EAsF LINE OF SAID
LOT 2, KIPLING 5000 BUSNESS PARK, REPLAT OF LOT' 1, SECOND FILING;
THENCE SOO*] 3'53"E ALONG SAID FAST LINES OF LOT 2,A DISTANCE OF 6.24 FEETTOTHE
SOLJ`Ff IEAS,r CORNER OF SAID LOT 2,
THENCE S89035'53"W ALONG THE SOUTH LINF,,, OF SAID LOT 2 AND ALSO ITIF NORTH
RIGHT OFWAY LINE OF 49TH AVENUF, A DISTANCE OF 401.12 FEET TO A PC) INTONTHE
EASTIANE OF A PARCEL CONVEYED TO THE STATE DEPARTMENTOF IJIGIIWAYS,
DIVISION OFINGF[WAYS, STATE OF COLORADO INDEED RECORDED AT RECEPTIOI NO.
810159107; THENCE ALONG SAID EAST LINE OF STATE DEPARTMENT OF HIGHWAYS
PARCEL THE FOLLOWING 2 COURSES;
1. N36 -02'24"W, A DISTANCE OF 60.80 FEET,
2. NOOO 12 24"W, A DISTANCE OF 117.60 FEET TO A POINT ON THE SOUTH LINE OF
LO 12, KIPLING 5000 BUSINESS PARK, REPLAT OF LOT 1, SECOND FILING; TH1,NCE ALONG
Tur, sou'rii AND WEST .IIS OF SAID LOT 2THE FOLLOWING 2 COURSES;
1. S8903 Tl 7W, A DI STANCE OF 16 51 FEET;
2. N0001 2'24"W, A DISTANCE OF 82.98 FEETTO THE POINT OF BEGINNING.
CONTAINING 5,997 SQUARE FEET (0.138 ACRES), MORE- OR LESS.
THE BASIS OF BEARINGS IS THE WEST LINE OFTHE souTHWESTI/4 OF SECTION 15,
BEARING N00`1 2`27W PEP, CITY OF W1413AT RIDGE DATL3WF14E St, UT14WESTCORM]"R IS
A FOUND 3 1/4" BRASS CAP IN RANGE BOX LS 132:12 ANDT11F, WEST 1/4 CORNER IS A
FOUND 3 ) 1/4" ALUM INUNI CAP IN' THE SIDEWALK LS23524,
Prepared By: Robert B. Taylor, PLS 428291woo Llo;N-
For and on behalf of is
LCON LLC
A-
P.O. Box 202003
Denver, CO 80220
z
589*35'53"W
16,51'
c6
b
1p
UNPLATTED
clq
z
0 S36*02'24"E
SW COR SEC 1.5,
T3S, R69W, 6TH PM
END 3-1/4" BRASS 49TH A VENUE
CAP IN RANGE BOX
LS 13212 (60'R-0-91)
PARCEL CONTAINS 5,997 SQ. T.
CITY OF WHEAT RIDGE
RAMOY SCAtr,
'y
RT
BT 1. 50, LCON LLc
I.mid Consultants, Land Sta-veyons,
DOW DAM Ro BOX 102003
MG1406 0 8114 [X-nvcr, Co 8021:0
PEP, AT, OF Lc i
5,001", PARK
REP', -A' OFLC"
SECXqD i;. �„HNG
LOT 2
KIPLING 5000
BUSINESS PARK
REPLAT OF LOT 1,
SECOND FILING
S 8T35'53" W 1 1 401.12'
SE CORNER LOT 2
KPUNG 5000
BUSfNESS PARK
RF'PLATOF LOT 1,
SECOND FILING
THS EXH81T DOES NOT REPRESENT A MONUMFNTED S(JRVFY.
6T IS INTENDED ONLY TO DEPM' THE ATTACHED DESCRIPTION,
0
W 1/4 SEC 15,
T3S> R69W, 6TH PM
FND 3-1/4" ALUM
CAP LS 23524
POINT OF BEGINNING
W t6ikiER -LOT 2'
77
KIPLING 5000
BUSINESS PARK
REPLAT OF LOT 1,
SECOND FILING
N89' 35'53"E
04 22.40*
00
cli
04
z
589*35'53"W
16,51'
c6
b
1p
UNPLATTED
clq
z
0 S36*02'24"E
SW COR SEC 1.5,
T3S, R69W, 6TH PM
END 3-1/4" BRASS 49TH A VENUE
CAP IN RANGE BOX
LS 13212 (60'R-0-91)
PARCEL CONTAINS 5,997 SQ. T.
CITY OF WHEAT RIDGE
RAMOY SCAtr,
'y
RT
BT 1. 50, LCON LLc
I.mid Consultants, Land Sta-veyons,
DOW DAM Ro BOX 102003
MG1406 0 8114 [X-nvcr, Co 8021:0
PEP, AT, OF Lc i
5,001", PARK
REP', -A' OFLC"
SECXqD i;. �„HNG
LOT 2
KIPLING 5000
BUSINESS PARK
REPLAT OF LOT 1,
SECOND FILING
S 8T35'53" W 1 1 401.12'
SE CORNER LOT 2
KPUNG 5000
BUSfNESS PARK
RF'PLATOF LOT 1,
SECOND FILING
THS EXH81T DOES NOT REPRESENT A MONUMFNTED S(JRVFY.
6T IS INTENDED ONLY TO DEPM' THE ATTACHED DESCRIPTION,
0
EXHIBIT "A"
LEGAL DESCRIPTION
(REV 08-28-14)
A PORTION OF A. 30 FOOT` RIGHTOF WAY (WATERLINE EASEMENT), BEING 15 FEET ON
EITHER SIDE OF A LINE LYING IN LOT 2. KIP TNG 5000 BUSINESS PARK, REPLAT OF LOT 1,
SECOND FlITNIG', A SUBDIVIS [ON FIN SECTION IS, TOWNSHIP 3 SOU'111,RANGE 69 WEST OF
THE 6TH P.M., COUNTY OF JEFFERSON, STA:I"E OF COL ORADO MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST'` CORNER OF LOT 2, SAID KIPLING 5000 BUSINESS
PARK, REPLATOF LOT 1, SECOND FILING; THENCE S89035'53"W ALONG THE SOLJTI4 LINE
OF SAID LOT 2, A DISTANCE OF 250-00 FEET TO THE POINT OF BEGINNING,
THENCE N00013' 3'"W, A DISTANCE OF -20 I . 19 FEET TO T14E POINTOF TERMINOUS.
CONTAINING 6,036 SQUARE FEET (0.139 ACRES), MORE OR LESS.
THE BASIS OF HEARINGS IS THE WEST LINE OF THE SOUTFIWEST 1/4 CSF SECTION 15,
BEARING N0001 '27" PER CITY OF WHEAT RIDGE DATUM. THE SOUTH IST CORNER IS
A FOUND 3 1,14" BRASS CAP IN RANGE BOX LS13212 ANIS THE WEST 1/11 CORNER IS A
FOUND 3 1,14" ALUMINUM CAP IN THE SIDEWALK LS23524,
Prepared By: Robert B.'Faylor, PLS #28291
For and on behalf of r 0
LCON LLC
P.O. Box 202003
Denver, CO 80220
f—arN.
V0
L.
Lc l 1,
�<iPLJNNG 5M,,; BUSNESS PAR,<
REP -AT' OF LOT
S",00ND
POINT OF
30' WA TERUNE
EASM ENI
REC 83035352
cl
UNPLATTED
z
POINT OF
LOT 2
KIPLING 5000
BUSINESS PARK
REPLAT OF LOT 1,
SECOND FILING
V 'Ni
LCON LLC
Land Comsultantr, - LaW Su
Plo SOX 20003
Dcnver, Co 80=0 A
POINT OF CQMMgNCEMENT
SE CORNNVT—df--�
KIPI-M 5000 BUSINESS
PARK, REPLAT OF LOT I
SECOND FILING
THIS EXHIMT DOES NOT REPRESENT A MONUMENTED SURVF'Y,
VT IS INTENDED ONLY TO DEPICT THE ATTACHED DESCPOPTION,
EXHIRIT"A"
LEGAL DESCRII-YFION
(REV 08-28-14)
A PARCEL. OF LAND BEING A PART OF KIPPING 5000 BUSINESS PARK, RE PLAT OF LOT 1,
SECOND FILING, RECORDED JANUARY 5, 1983 AT RECEPTION NO. 83001299, AND A
PORTION OFTHE: SOUTHWEST' QUAWFER (SW 1/4) OF SECTION 15, TOWNSftjp 3 SOU -[,I -I,
RANGE 69 WEST OF THE 6TH P.M., COUNTY OF JEFFERSON STATE OF C OLORADO MORE,
PARTICULARLY DESCRIBED AS FOLLOWS,
COMMENCING AT THE NORTHWES"I'CORNER OF LOT 2, SAID KIPLING 5000 BUSINESS
PARK, R;PLAT OF LOT 1, SECOND FILING FROM WHENCE THE WEST 114 CORNER OF SAID
Sl -C 'YI()N 15 BLARE NO 1 "50'51 "W, A DISTANCE OF 1,695.05 FEET; THENCE N89 -35,53,"E
ALONG THE NOW FI I LIN E OF SAID LOT2, A DISTANCE OF 22,40 FEET 3"O TI POINT OF
BEGINNING;
THENCE CONTINUING N89035'53"E ALONG SAID NORTH LINE, A DISTANCE OF 8.05 FEET;
THENCE S80014'0 I "E, A DISTANCE OF :37.73 FEET;
THENCE SOO"00'00"W, A DISTANCE OF 176.32 FEET;
TI IENCE N90000'00"E, A DISTANCE OF 146,25 FEET;
THENCE S43035'43"E, A DISTANCE OF 76.81 FEETTO A POINTON 1-14E NORTH LINE OFA 10
FOOTWIDE IRRIGATION ISA SEMENT` AS RECORDED AT RECEPTION NO. 83001299 INTHE
JEFFERSONICOUNTY RECORDS;
THENCE S89c")553'*W ALONG SAID NORTH LINE, A DISTANCE OF 27.43 FEET;
THENCE N43035'43"" W, A DISTA NCEI CSF 49.46 FEETx
THENCE N90000'00"W, A Df STANCE OF 157.08 FEET";
THENCE NOOOOO'00"E, A DISTANCE OF 179.47 FEET;
'THENC F N8001410 I "W, A DISTANCE OF 24.89 FEET;
THENCE N02008'40"W, A DISTANCE OF 18,99 FEET TO THE POfNT OF BEGINNING,
CONTAINING 8,563 SQUARE FEET (0.197 ACRES), MORE OR LESS.
THE BASIS OF BEARINGS IS THE WEST .LIN OF THE SOUTHANTEST 1/4 OF SECTION 15,
BEARING N00012'27"W PER CITY OF WHEAT RIDGE DATUM, THE SOUTH'WEST CORNER IS
A FOUND 3 1/4" BRASS CAP IN RANGE BOX LS 13212 AND THE WEST 1/4 CORNER IS A
FOUND 3 1/4" ALUMINUM CAP INITHE SIDEWALK, LS23524.
Prepared By-, Robert B. Taylor, PLS,428291
For and on behalf of
LCON LIX
P.O. Box 202003
Denver, CO 80220 ;o
'4Z L00
POINT OF COMMENCEMENT
i�W65Wi�C—RL6t-2 -
--
,rKIPUNG 5000 BUSINESS
PARK, REPLAT OF LOT I
SECOND FILING
r -P08
N89*35'53'E
&05'
REPILAI 0", L01 1
KHPI- NG '00C F[jr-Ml,.SS PARK
REK.M (1,F
20'
LOT 2
fo
r- KIPLING 5000
BUSINESS PARK
REPLAT OF LOT 1,
3: SECOND FILING
0
0 UNPLATTED
0
Ul�
`53"W
49 TH A VENUE 10' IRRIGATION 27:43'
CASEMENT
(60f R-0-49 RE C 83001299
lon
lwmm!:l �
LCON LLC
Land Cousaltants - Lewd Surveym,
P.O. BOX' 202M3
Denvef, CO 80-1V
TIKS EXHIMT DOES NOT REPRESENT A MONUMENTED SURVEY,
IT 6 INTENDED ONLY TO DEPICT THE ATTACHED DESOMPPON.
N8935'53"E
22,40'
NO2-08'40"W
1&9q,
N80* 14'0 VW
24-89'
lzS1
POINT OF COMMENCEMENT
i�W65Wi�C—RL6t-2 -
--
,rKIPUNG 5000 BUSINESS
PARK, REPLAT OF LOT I
SECOND FILING
r -P08
N89*35'53'E
&05'
REPILAI 0", L01 1
KHPI- NG '00C F[jr-Ml,.SS PARK
REK.M (1,F
20'
LOT 2
fo
r- KIPLING 5000
BUSINESS PARK
REPLAT OF LOT 1,
3: SECOND FILING
0
0 UNPLATTED
0
Ul�
`53"W
49 TH A VENUE 10' IRRIGATION 27:43'
CASEMENT
(60f R-0-49 RE C 83001299
lon
lwmm!:l �
LCON LLC
Land Cousaltants - Lewd Surveym,
P.O. BOX' 202M3
Denvef, CO 80-1V
TIKS EXHIMT DOES NOT REPRESENT A MONUMENTED SURVEY,
IT 6 INTENDED ONLY TO DEPICT THE ATTACHED DESOMPPON.
NATURAL
GROCERS AT
KIPL T NG 3000 - ROW
Inverse
110567.96
with Area
110570.13
80.40
110569.84
PNTNO
BEARING
271.46
110999.65
DISTANCE
NORTHING
pp
110598.56
1083.85
110562.719
1144.65
71"L994.4/
1262.25
N
89035153"
E
22.40
PP
71.1,994.63
S
02008140"
E
58.00
PP
71.1936.67
S
0000614311
W
148.96
pp
711787.71
S
36002124"
E
42.10
PP
71.1753.67
N
89*5810711
L'
405.03
pp
"711.753.89
S
0001315311
E
6.24
pp
711747.65
S
8903515311
W
401-12
Pp
711744.84
N
36002124"
W
60.80
pp
'111194.00
N
0001212411
W
117.60
pp
'711, 911. 6 0
S
89037117"
W
16.51
pp
711911.49
N
0001212411
W
82.98
pp
711994.47
Ciosure
Error Distance>
0.0000
Total
Distance Inver_
sed> 1361,73
Area:
5996.87 S.F.,
0.1377 Acres
8/28/201-4 21:20
EASTING
STATION DE C.
110545.56
0.00
110567.96
22.40
110570.13
80.40
110569.84
229.35
1,10594.61
271.46
110999.65
676.49
110999.67
682.73
110598.56
1083.85
110562.719
1144.65
11.0562.37
1262.25
110545.86
1278.75
110545.56
1362--/3
Page 1 of 1
After Retarding Return to
E% £°• -K Kflyv). LLCa t'morado limited liability coni eaey
George Balacfas
1509 York St.
Smite 201
Denver. CO 80206
SPECIAL WARRANTY DEED
This Dead, made: Nla a d 2„ 2014
Betvvnact F.Hand L. Stentaert and Mart Ansa Stenberp, as Trustaas of the Stenlarr„ ataripr 200,5 'Trust, cif the Curate
`store of 31fllimia, a ntorr and FVC -KG KIP49,�^LLC, a C°ou redo limitedtiabila"tw corspxeamy, a `Y"enant
t� ,.'ev1eratf whose legit sad ress as 1509 Vein, St., Suite 20L Denver, CO $0206 , County of Denver, mid ;Fate of (rdor advi,
zantefs)
TN SS H' °Etas thegrantor(s), for and in the consideration of the saarn of 0'\\lCifwLSt�� dtstii" f .RNtC2RLD
TWO THOUSAND DOLLARS AND fJ.'lOW (SM802,000-00 00.00 i the receipt and suffi oncy of which is hae3ay° acknowiedlEed„
has Srareed, Ltardabioda sold and convTeycd, mid by these, presents does grant, bargain, self. Convoy and confaanz, halm the,: Sza:tee(s) his
heirs and assigns forever, ail the real Property toggether wit, ha .overnetsrs, f°any, situ or, lying urtd being in the Couuty of Jefferson,
Stairs. ave C )tOf ADO da tcnIed its fol;ovrr
Sea; tivhibit A attached herein and mads a hart hereut
also known by, sxerwt and nunsba r as 4400 KiPfinl„ St, Wheat Ridge, CO Stlft„'ts_22
TOGETIYER with all trad eirigular t+a.rec tanaesns rd Appurtenoleces, therausnto ixilangits, or in ally%Esc spm r5 as d
the rnvectsic zt and mviusions, tausain,der and r„mianders„ cents issues and prams thereof, and a!1 the mate, rz�glht, title, s'nt ems, cl,
no
and d mand w hazoever of the Rails,, thher in ?saw or equity, of in and to the above bargaireA pralidars, with *,a hereditaments and
appuMnanc s.
TO HAVEAND TO HOLD said pr rarrees above Earasned and describod, with the appgresacar , aria the, ��stee„ tkair
hem and assigns fit The .ttr(s), for th �aza"I'as their heirs And ries retvrac natives air sute0se0m d0 Covenant and
agree that llsey shall and wi 1 WARRANT AND p FV f DE'FI D the above-iarSarrod proraires in the quiet alias& peaet-Able
poesteision oftbe prtsna sl, their heers and signsv agisjust all Loci every person or personas c4 rresa,� the wlaola or
any p thereof, bye
through or under the da az usgs), except erseral taus iter the current bear and subsequent ye=tri and subjecx to those r#etx s shown on
F alnabss s'B" attached herein and ineemoaated herein lacy refe,c:twe.
genders, l e srosr „lilies t uadeer shall tn.hzde Elis: plural, the pit r;al size SingulZi, ;arta lite tree Of any 9crder shall be appUcable to all
IN "4! ITN' ESS NV OF, the Vatrtaar has executed this on the data: set forth above,
SELLER:
F H and F. Stenbrrrvr, and Nirrly , rto Steotsar5.
as Trazktat the tanlncr t"ansils ci
is
and L Srarrtaer a '1 tar
STATE OF California ss:
COLWTY OF
�r
The terse ming instrument was ac novsleaf* before me M ay��.2014 or eland L. Seer beagt Trustee of
Erl,and L. Stentser„ and ManyArta See ntsa q, ars "roast a rhe Sten+ erg pram' ily 2005 °frust,
V,'atness my hand and official easel.,
'Notary PUNEe
ta;DS&lesial-spe;nalIvurv^ayneed (RM IV11rt2 F,"xeW'no C" 5 os.Y'i-d'�:
t `4
a t
bt s ♦ c Aks. I.k �'1t �: �'� ti � x. ``,. i �xx g
State of California
ar
County o r
On.,ri cfclr r r Cyt x ' as . f a s
IL -
e ice{ area rt name and fait of the officer)
r
personally appeared 7, 1 t
h -proved to me on the basis of satisfactory evidence to be thep person(s) Whose r�as� � e s fseri �aed
to
the within instrument d acknowledged to me that he/sheAhey executed the sa . e in his/her/their authorized
capacity " ?, and that by his/heetheir haat s tura the instrument the p rson(s" , or the entity upon behalf of
Nvi ich the person(s) acted, executed'the instrument,
certify under PENALTY Of PERJURY under the laws of the `tate of California that the foreo-oints nararrran
is true and correct,
dray hand and official seal.
ADDITIONAL OPTIONAL INFORMATION
DESCRIPTION CIF THE ATTACHED DOCUMENT
(Title or description of a crag
w (i"s"tle err desciiptaon of arta ~ rnent continued)
Number of PaDocument Date
(Additional information)
Individual (s
0 Corporate Officer
("Title)
0 Pa. er(
91 Attorney -in -Fact
Trustees
Other .
c, yrs x° z . e u.v r rxutr-c�,a, -ya toW-WW,N0tarYUa$$tS,CWft
INSTRUCTIONS FCl COMPLETING TING T141S FORM
Airy a ckneiviedgment completed in California must contain retinag e exactly as
aatspeaxr above in the n0harY Suellen or a separate acknowledgment form must be
,property completed and attached to that docurraerrt. The only exception u if a
do eat is to be recorded outside o Catitaarrara, in such lreroorcesxlla ndative
acknowledgment verbiage as may be printed on such ca dormant ser long ars the
verbiage does not require the notary to des sarrsething that is itlegral,fora
an zat
Calfornhl (.e certrfatn the authorized cartactisi of the signer), Please check the
document eaarOfullYerr proper notarial -wording and attach this„yorm ifrequred
• Mate and County information must be die State and County where the document
signer(s) personally appearvid before the notary public for acknowled nt,
• Bate of notarization must be the date that the si raer(s) perse ' 1y appeared which
must also be the same date the admowledgment is completed,
• The notsaryy Public roast print hes or het name as it apps within his or her
commission followed by a comma and than your title (notary public).
• Purist the name(s) of document signer(s) who personally appear at the time of
• Indicate the correct singular or plural fo by crossing off incorrect forras
tshet is 1 ) or circling the correct trimu. Failure to correctly indicate this
information may lead to rejection of document recording,
• The notary, seal impression roust be clear and photographically reproducible.
Impression must not cover text or lines. If seal impritnuart smudges, re -seal if a
sufficient area permits, Otherwise complete a different a0atowledgment farm,
• sigmture of the notary public must snatch the signature on file with the office of
the County clerk.
o Additional information is not required but could help to ensure this
acknowledgment is not misused or attached to a different document,
Indicate title or type of shed doe; t, number of es and e.
Indicate the capacity claimed by thesigner, if the claimed capacity is a
corporate officer, indicate the tide (r.e. CEO, CFCs, Seciattryy ),
• Securely attach this document to the signed document
f~"aiai4tea A
Lot 2, Kipisng rQ¢Jtl Buy Im Park, Rep&as of heat 4 Gond Film
re Cunsrc'f Iaa uln, ,t Receptio3 N, &1001,7 9c Cc td of
&
m fir„ on, State ofi aazs>mdA,
Parcel T,aatr
TI ppx of she Northwest L4 ofthe e Southva es V4 of the Southwa ,rt L4 Of SCM'0o 15, 'l e Wnship a South, Rasa 69 West n,` tsle 6:h
P.M., Count„ cf 4,,ff s+:, Sutte OfColorado, described 3a f )'attar
Beginning at a point 25.00 fMet North and, 55 00 foe, F,.Lq of the Southwest comer of said `vrxrrh-vle,n t q of:i,,t Sts,gf%vesr 3:`,4 sir"ahe
Sra hoest 14;
e ce No7heriy end 4ssrnl� i an zSa 1i ? e s1 taaid r tl1weet 14 o h Sv uthweji I ✓� csf the Saautisw s, § � � ens„?ee ti? t�d.it0
fees S tst, e s s xtS zrcf paer IeR zca She S as lime ofsaid N .rth seat a t of Jit S a ithw e*a P.'4 „at tb Shit a4eaY I �i a dv, ace of
P °s ak f cr 1 zet ve S 4 st rfl r d p� s9l d t a the ��� its e na tha Nlorda sit 9 f4 Ofthe SCs"thwest 1 ff of she uthwesa 1s4 as distance
d f t i feet t nee ee�9� 3 p�Sfsf ¢p Erse South lir aaa s asd'vetthwes: I'4 eat the IOutha voan f # of of � s f a�esc tam a tiisa� a��
at sat feat I h:ao . Scscxtherl s nd pnrasPeP to n e We,, fsaar of mid Nonf,,,a�st V4 of the utarest U4 est the Ssoahwtse l 4 a
fi: art of P5" r € Pens arts aid pamlef to the Sastesh fine or said Northwesnt :'4 Of the Southwest T,4 eif s� Serthvve:st
1,4 s ,issys." at 2:SLf.4#1 fwwtas uf` c„ inning,
EXCEPT that past cwe ccsraaoy ed to, Store DeVartamm of Fd sfa„n ass, D,visiol'rs of H'i"ghwtahs, State of Colorado by Specol warrant
Mee,,ecorded riagpM, E;.a; MI al itoLeptscou No, 8105+,1;07
and EXC:F-Ps"1 dant portion lotnvo,ted to Jefferson C'ownt) b,Vats my Deed sucor¢fcd Otto bs' & 1968 is fPtae>'ft kala
42 .ePei, Cour* tP r j, ,
EXITIBIT"Is"
Easement(s) for the purpose(s) shcwM b,240'o' and rights incidenuil therete, as granted in a documcnt:
Granted to: the State DeNnment of HiRhWaYs, Division of Highotyj; Sttto of Colorn4o
flurjvse: highwaytilt or ernbankm
, � eot
Recording Date- November 19, 1981
Rocording',N'o: Reception No. $1084578
Lasefnenr(sI for the purjxxse(s) shovvn below and rights inciticotal diereto, ar, t,.ranvul in a docurnvw
Granted to: the City of it Ridgo
pu-Tose: reciprocal easema'ot ft'r inittasl, -Cgreso fire lam;, uldities and droina,,,
Recon fin�g Date- Janumy 11, 1982
Recording Nc)Reception No, 82001948
3, "lite effect of the inclusion of subject fimperty into the Valley Water District
Recordinl- Date: March 24, 1983 )
Recorrling, Na: Recepikin No. 83025299
and
Recording Daw Jxisie —",, 1993
R=ording NoRec tpiian No. 83056883
4, EwseRmnt(c) for the purposo(s) -,,hoxvr, Wow and righns hicidcntal mcrLrt), as t4anic',
j toadkxusnent:
Ci,-anrod Icx Valley Water District
purpow aWt ats,xtsern maintain, rejxir, replue, rentove, enlarge and olnate toic 01, njorr water piPehnes
and all underground and st-Irface appurtenances thereto
Rftording Date., April 22, 1983
Roc4)rding No.: Reven6on No, 83035352
5. Terms, conditions, restrictions, provjs�ons, nO aserr arty Covenants or rvvricliono if any,
, �e,_�
I , and es eases bta onint
niOuding but not limited to those based ultOn ract, color religion, sex, sexual orientafion, familiar qntos, gjarkal
status, disability, handicap, n3d(wnal Origin, anocstn, or source tarot me, as set forti,, in Wficalde Mate or federal
la'A's, eXCtpt to the extent that said covonant Or restIricliOrl is pertnitted by aPillical We fa,v, as set forth, On the Plats
of,"M subdivision set forth below.
KiPhog 5000 Busilt mu Park Filing No, 2,
Rocctrdmgf)ato April26,1982
Rocc,)rding No: Reception Ko; 82-027688
and
Kapfing 5000 Busitum's Park, Replar of Lot 1, Secoml Hing
Reecirding Date- January 5, 11983
RecordingNoReception No. 83001299
Meredith Heckert, AICD
yega Senior Planner
arcliaecture lic City of Wheat Ridge
7500 W 29th Ave
Wheat Ridge, CO 80033
Date 10/02/2014
RE: Natural Grocers at Kipling 5M
To Whom it May Concern,
-17hank you for your consideration of the proposed Natural Grocers located on the NE corner
of 49th & Kipli% We believe that it is important that this store is a vibrant contributor to the
neighborhood and therefore we want to be considerate of the design and orientation of the
building, We have however run into a technicality on the design side that we would like to
discuss,
Due to the UV sensitive nature of many of the products that Natural Grocers carries, we have
to be very careful about allowing too much uncontrolled light into the buildings. Nonetheless,
we believe that transparency is important not only for the appeal of the store but also for its
role in activating the surrounding streetscape. We have therefore pushed all of the UV
tolerant functions to the front of the store to allow for as much active transparency as
possible, The result of this is that we are providing a total area of transparency on both the
primary and secondary frontage that is in excess of the transparency area required by the
design guidelines, More specifically, on the west elevation wo are providing 851 at of truly
transparent glazing (only 3 9s required) and or the southern elevation, we are providing
approximately 360sf of transparent glazing (only 210sf required), In total, we exceed the
minimum required glazing by over 200%. Although the entirety of this area does not fall in
the range of T-8', we do believe it meets the intent of the design guidelines which seek to
encourage transparency along public spaces,
If it was determined that we needed to provide this glazing entirely between the vertical range
of 3'-8', we would be forced to install the glazing as false windows with applied graphics due
to the UV nature of the products. We believe that this solution would not only be less energy
efficient and more costly, but would more importantly not increase the level of transparency
that we understand the code to be promoting,
We believe that we are meeting and exceeding the intent of the design guidelines by
providing substantial transparency along Kipling and 49th and respectfully request year
consideration of this matter,
Sincerely yours,
Yi AIA (..FED AP
1335 Bail St UnA A I Denver, CO 80204 30&872'.0487 720,862.3622 tie 9wirchiteotum.com
ADDRESS TEL FAX unt.
Meredith Reckert, AICD
yega Senior Planner
archtecture PC City of Wheat Ridge
7500 W 29th Ave
Wheat Ridge, GO 80033
Date 10/02/2014
RE: Natural Grocers at Kipling 5000
To Whom it May Concern,
Thank you for your consideration of the proposed Natural Grocers located on the NE corner
of 49th & Kipling, We believe that it is important that this store is a vibrant contributor to the
neighborhood and therefore we want to be considerate of the design and orientation of the
building. We have however run into a technicality on the design side that we would like to
discuss.
Due to the UV sensitive nature of many of the products that Natural Grocers carries, we have
to be very careful about allowing too much uncontrolled light into the buildings. Nonetheless,
we believe that transparency is important not only for the appeal of the store but also for its
role in activating the surrounding street cape. We have therefore pushed all of the UV
tolerant functions to the front of the store to allow for as much active transparency as
possible. The result of this is that we are providing a total area of transparency on both the
primary and secondary frontage that is in excess of the, transparency area required by the
design guidelines. More specifically, on the west elevation we are providing 85 let of truly
transparent glazing (only 329sf required) and on the southern elevation, we are providing
approximately 360sf of transparent glazing (only 21 Osf required). In total, we exceed the
minimum required glazing by over 200%, Although the entirety of this area does not fall in
the range of 3'-8', we do believe it meet s the intent of the design guidelines which seek to
encourage transparency along public spaces,
Of it was determined that we needed to provide this glazing entirely between the vertical range
of 3'-8', we would be forced to install the glazing as false windows with applied graphics due
to the UV nature of the products. We believe that this solution would not only be less energy
efficient and more costly, but Would more importantly not increase the level of transparency
that we understand the code to be promoting,
We believe that we are meeting and exceeding the intent of the design guidelines by
providing substantial transparency along Kipling and 49th and respectfully request your
consideration of this matter.
Sincerely yours,
D�Ilewid
AIA ,!111-EEDAP
1335 Elati at Unit A J Denver, GO 80204 3018 Z48" 720,862.38vegaarchitectur6,com
ADDRESS TEL. FAX UAL
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Meredith Reckert
11th
To Whom It May Concern:
3734 Osc,kje Street I Denver, CO 802
T� 303,455,8988 1 F 303,435,8446
�7�cglc��i-er,ystructutc�l,�.on,
A VERTEX Cor npany I vertexeng,corn
On behalf of Equity Ventures Commercial Development and Natural Grocers by Vitamin
Cottage; McGlamery Engineering Group, LLC is pleased to submit this cover letter for the
redevelopment of the Furr's Cafeteria site on Kipling Street and 49th Avenue. Our Site Plan at
this location calls for the construction of an approximately 19,200 square foot retail building
that will house a specialty grocer (15,000 sf) and quick -serve restaurant (4200 sf).
The site is currently zoned C-1, there is no request to change the zoning since both the
Grocery/Retail and Restaurant/Retail uses are allowed in this zone district. The site is designed
to provide adequate parking for the proposed uses. The provided 117 spaces, including 5 ADA
spaces, will accommodate customers and employees. This ratio is in compliance with City of
Wheat Ridge's Municipal Code. A loading area is provided on the east side of the building.
Over 26% of the site will be open space, which exceeds the required 20% open space for this
development.
With the new development, we will be constructing a detention basin that will percolate
stormwater into the groundwater in minor storm events and limit the 100 -year drainage
release from the site to the UDFCD required 1.0 cfs per acre, which will enhance this site sin
no flood or water quality protection existed previously. I
In order to accommodate this development, we are proposing to process a Consolidation Plat
to combine the parcels of Lot 2, Kipling 5000 Business Park into a single lot and dedicate R.O.W.
along Kipling Street and 49th Avenue to the City of Wheat Ridge. This will be addressed further
in the forthcoming Plat submittal.
IN
We look forward to workin
project that will bring beneficial services and employment to City of Wheat Ridge.
If you should have any questions regarding this application, please do not hesitate to contact
me directly at the numbers listed below. We look forward to working with you.
Sincerely,
Benlank s,
P.E., LEED AP BD+C
Civil Project Manager
McGlamery Engineering Group
Owner/Developer:
EVC -KG KIP49, LLC
1509 York St., Suite 201
Denver, CO 80206
Contact: David Meyer
Phone: 720 .273,2704
•111111 0 �IUAUAM46WW*
Agent:
McG lame rv,,- E ngineering Grouv
3734 Osage Street
Denver, Co 80211
Contact: Benjamin Jenkins
Phone: 303.349.3269
Fax: 303-623-9118
-mail: bjenkins@vertexeng.com
City of
h6 adle
C0MMU'Ni'TyL P EDIT
Wheat Ridge Community Development Department
PRE-APPLICATION MEETING SUMMARY
Meeting date: May 8, 2014
Applicant: Attendees:
Craig; Lofton
Equity Ventures Commercial, Inc.
3501 SW Fairlawn Rd, Suite 200
Topeka, KS 66614
cloftc�n c��e uit enturescd.com
Phone: 785-273-3882 x,106
Mark McPherson
Equity Ventures Commercial, Inc,
200 N. Dahlia Street
Denver, CO 80220
Mark.mc herson >.ulfcoastc,com
Phone: 303-333-4436
Dance VanDernark
McGlamery Engineering Group
3734 {usage Street
Denver, CO80211
lvandemark verteen ,coni
Phone: 303-623-9116 x7824
.David Meyer
McGlamery Engineering Group
3734 Osage Street
Denver, CO 80211
dn�e ervertexen >,cona
Phone: 303-623-9116 x7822
Jimmy 1 alafas
lKentro Group
1509 York Street Suite 201
Denver, CO 80206
1�alafs 7i{kent�-o rou .c>�a�
Phone: 303-500-0+44
1
David Grooms
Vega Architecture, Ile.
1335 Elati St. Unit A
Denver, CO 80204
Aavid d'vea_architecture.com
Phone: 303-872-0487
Attending Staff: Meredith Reckert, Senior Planner
Lauren Mikulak, Planner 11
Wade canner, Planner I
Dave Brossman, Development Review Engineer
Mark Westberg, Engineering Projects Supervisor
Specific Site Location' 4900 Kipling Street
Existing Zoning: Commercial -One (C-1), Urban Renewal Area
Existing Comp. Plan* Community Commercial Center, Mixed -Use Commercial
Existing Site Conditions:
The site is located at the northeast corner of Kipling Street and West 49"' Avenue. The subject
property is composed of two parcels listed under the address of 4900 Kipling, Street, The property is
zoned Commercial -One (C-1). The proposed development is comprised of two parcels with a total
area of 113,030 square feet (2.6 acres) with frontage on Kipling Street and West 499" Avenue.
Surrounding land uses include a number of commercial uses including office, service and retail uses.
Surrounding properties are zoned C- 1, except to the southwest a commercial property is zoned
Restricted -Commercial (R -C).
According to the Jefferson County Assessor, the 11,470 square foot restaurant building was built in
1983. One right-in/right-out access point exists on to Kipling Street. Two full movement access
points exist to the south onto West 48'1' Avenue.
ri,ppncaffrWTffM't I "I'll,
The applicant, Equity Ventures, is proposing the construction of a Natural Grocers store as a
freestanding building at the intersection of West 49'h Avenue and Kipling Street. Natural Grocers is a
retail/pharmacy establishment that provides vitamins, organic food, and educational services in health
and nutrition. No zone change is required or requested. An initial site plan was proposed, and was
subsequently modified shortly before the pre -application meeting. The two proposed site plans are
discussed below.
Site Plan A
As part of the development, the proposed site will be subdivided to allow for a second user on the
eastern portion of the lot. Until the occupant of the eastern property is decided, no land use requests
N
are being made for this portion of the property. The proposed subdivision would allow for the 15,000
square foot Natural Grocers store to be constructed on the western portion of the lot, and an 8,000
square foot commercial building on the eastern portion of the site.
The site layout plans to utilize the existing curb cut from Kipling Street and relocate the curb cut on
West 49"' Avenue to line up with the development to the north of the subject property. At the far east
end of the property, the applicant intends to utilize the public alley to facilitate better access. The alley
is currently shared with the Brunswick Zone Bowling Alley.
A total of 120 parking spaces will be provided on the site. 89 spaces will be allocated to Natural
Grocers and 31 spaces will be allocated for the future commercial building. Truck traffic for
deliveries will be by box truck from the southern access onto West 49'x' Avenue.
F
A modified layout was presented to staff to accommodate site drainage. As part of the development,
the existing parcels will be consolidated into one lot. The proposed lot consolidation would allow for
the 15,000 square foot Natural Grocers store to be constructed on the western portion of the lot. The
eastern portion of the lot would be used as a detention facility with future expansion parking proposed
on the northeast comer of the lot.
The site layout plans to utilize the existing curb cut from Kipling Street and relocate the curb cut on
West 49"' Avenue to line up with the development to the north of the subject property. At the far east
end of the property, the applicant intends to utilize the public alley to facilitate better access. The alley
is currently shared with the Brunswick Zone Bowling Alley.
A total of 89 parking spaces will be provided on the site. Truck traffic for deliveries will be by box
truck from the southern access on to West 491h Avenue.
The Natural Grocers store will be constructed of a concrete slab on grade, structural steel frame, metal
stud training, open web joists and metal decking. Roofing will be an EPDM material and exterior
finishes will consist of a combination of stucco, heavy duty lap siding, masonry and storefront glazing.
Other architectural features of the building may include the following: wall articulation to give the
building architectural scale and aesthetic feel; variations in the colors used on the exterior finishes,
canopies over windows consisting of a combination of flat aluminum and/or sloped standing seam
metal and exterior sconce lighting. The commercial building would likely be constructed in a very
similar manner depending on the ultimate occupant.
Trash enclosure(s) will be proposed on the site and will be fully enclosed and will be constructed in a
very similar manner depending on the ultimate occupant(s).
Planning comments:
The following items were discussed based on the applicant's proposal:
9
Zoning
The property is currently zoned Commercial -One (C-1). This zone district is established to provide
for areas with a wide range of commercial land uses which include office, general business, and retail
sales and service establishments. This district is supported by the community and/or entire region.
The applicant's proposal for a Natural Grocers is classified under "grocery or convenience store, no
gas pump" which is a permitted use in the C- I zone district.
0711 a neighborhood meeting need to be held prior to aplVication submittal?
No, a neighborhood meeting will not be required for this land use application.
Architectural and Site Design )Vanual (.4SDM)
The subject property would fall under the Suburban Overlay District in Architectural and Site Design
Manual (,4,SDM), Under Chapter 3.2 of the ASDM, the build -to requirement does not apply to the
proposal, However, Section 4.1 Commercials/Retail building design standards apply to the proposed
development.
Landscalfin,g
Landscaping requirements are found in section 26-502 in the City Zoning and Development Code
which requires 20% landscaping coverage. The existing areas of landscaping which remain after
construction can be counted toward the 20% requirement. New planting and irrigation will be
required for the existing landscaped areas.
The location, dimensions, and square footage of all landscaped areas should be provided on the
landscape plan. In order to clarify what areas of the site are designated as landscaping -living or
nonliving -it may be necessary to provide an additional exhibit.
Parking
The required number of parking spaces will be determined by section 26-501 which establishes off-
street parking ratios based on land use. Certain areas of the building may be excluded from the floor
area for the purpose of parking calculations. These include mechanical/utility rooms, restrooms,
elevators/stairwells, hallways, show windows, and cornmon/kitchen areas.
Surface parking areas must meet the requirements for the design of off-street parking including
surface, landscaping, lighting, and space/aisle dimensions stated in section 26-50I.E.5, section 26-
50I.E.6, section 26-501.E.7 and section 26-501.E.11. Handicapped parking spaces will need to be
provided based on the total number of required parking spaces (see Sec. 26-501.E.9).
F.verior Lighting
The applicant will need to conform to the exterior light requirements in section 26-503. All fixtures
should be fully shielded. Exterior lighting should be designed and situated so that all of the directly
emitted light falls within the property boundaries.
Signage
The Furr's Restaurant sign at the corner of Kipling Street and West 49"' Street is a legal
nonconforming sign. According to land use case number WA -83-12, the sign was approved for a 170
square foot variance to the maximum 150 square foot maximum for a single use/development sign. A
El
structure built in accordance with a variance approval can remain in perpetuity. However, if the sign
is taken down, it must be replaced/rebui It with a conforming sign.
Any signs proposed for the property must meet the maximum sign area chart found in Section 26-708.
Signs within 'f mile of an interstate highway measured from the property line may be a maximum
height of 50 feet.
Building Division comments:
The building division was not present at the meeting. The City has adopted and currently enforces the
2006 Edition of the International Codes and the 2011 Edition of the National Electrical Code. The
City uses the 2003-A117.1 ANSI Standard in determining requirements related to building
accessibility.
Please contact Chief Building Official John Schumacher for any additional questions related to
building codes or required submittals for future building permits. He can be reached at 303-235-2853
or
Public Works comments:
Drainage
Site drainage requirements are based on the area of disturbance created by new development. The
applicant may refer to the Site Drainage Requirements available on the City's website
) or the applicant may contact Dave Brossman,
Development Review Engineer, with any questions (303-235-2864).
Public Imjwovements
A I0 -foot wide detached sidewalk with a 6 -foot wide amenity zone will be required along Kipling
Street frontage and a 6 -foot wide detached sidewalk with a 6 -foot amenity zone will be required along
49"' Avenue of this property.
ROWDedication
Adequate ROW will need to be dedicated along both streets to accommodate the above public
improvements. A portion of the existing ROW along 49"' Avenue may not be necessary for the
proposed public improvements and could be vacated if desired.
Site Plan Review Process
For the development of the site, the next step is to proceed with a Site Plan review application. An
appointment with a planner is required to submit a land use application; incomplete applications will
not be accepted or reviewed.
The site plan will be sent on referral to outside agencies and other City departments. Comments will
address any areas in which the proposed development does not meet zoning requirements, such as site
design, building design, parking requirements, etc.
Modifications to the application may be required as a result of these comments. The applicant must
address all comments and resubmit relevant documents and drawings to show that the proposed
development meets the zoning requirements.
9
Once all comments and requirenients have been met, the case manager will refer the Site Plan
application to the Community Development Director for final approval. A copy of the approved
Site Plan will be kept on file at the Community Development Department.
Approval of the Site Plan application does not mean that a building permit has been issued. Once site
plan approval is attained, the applicant may submit a building permit application with final civil
documents to the Building Division.
Utility Providers
The City of Wheat Ridge is not a full-service city. The utility and service providers for this property
include:
• Valley Water, phone: 303-424-9661
• Clear Creek Valley Sanitation. phone: 303-424-4194
• Arvada Fire, phone: 303-424-3012
All land use applications will be sent on referral to these agencies for comment; however staff
encourages potential applicants to contact service districts ahead of time, This may help to -understand
any design or infi-astructure requirements and potential costs associated with the proposed project.
Attachments: Site Plan Review Handouts, PW Comments
Phone Numbers
Meredith Reckert — Senior Planner 303-235-2848
Lauren Mikulak -- Planner 11 303-235-2845
Wade Sanner — Planner 1 303-235-2849
Dave Brossinan — Development Review Engineer 303-235-2864
Mark Westberg — Engineering Projects Supervisor 303-235-2863
6
'3734 Oa"-
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M"4GLAMERY T� 3014558988 F� 303,455,8446
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FINAL DRAINAGE REPORT
Im
# I #
k1,tT'1Y)'rTVFTI 1# #11071*W147
2 STEELE STREET, SUITE 203
DENVER, COLORADO 80206
CONTACT: DAVID MEYER
720-273.2704
PREPARED BY:
ant' MIN Ir oft
LAmmy
i W ausathum-
3734 OSAGE STREET
DENVER, CO 80211
CONTACT: BENJAMIN JENKINFAC-
(303) 455-8988
JOB #29266
3734 Osoge StreDenver, CO 8021 1 03 455, 988
SIGNATURE PAGE
R
Wheat Ridge Specialty Retail
This report for the drainage design of the Natural Grocers at Kipling 5000 was prepared by me
(or under my direct supervision) in accordance with the Urban Drainage and Flood Control
District's Urban Storm Drainage Criteria Manual, Volumes 1-111, and was designed to comply with
the provisions thereof. I understand that the City of Wheat Ridge does not and will not assume
!iobility for drainage facilities design.
Lance P. VanDernark, P.E.
Regisfered Professional Engineer
Sfate of Colorado No. 43911
,3734 0,,',oge 5'�,eet CO P
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Wheat Ridge Specialty Retail
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The intent of this report is to show the routing of minor and major storms through the proposed site
in accordance with the City of Wheat Ridge Standards. For this site, a minor flow is defined as
the 5 -year frequency storm and a major flow as the I 00 -year frequency storm. The information
given in this report is for the purpose of providing on adequately detailed analysis of on-site
drainage areas and receiving structures.
The following report provides detailed drainage, grading, erosion and sediment control
information for existing and proposed conditions for the Natural Grocers at Kipling 5060 project.
The site is located at the south corner of the intersection of Kipling Street and 49th Avenue in
Jefferson County [latitude and longitude (+/- 15") are 39'47'10" N and 105006'32" W,
respectively]. The land is currently developed and contains on existing restaurant and a parking
lot.
This construction will include the demolition of existing improvements and the construction of a
multi -tenant building to house retail and/or restaurant uses, a parking lot and a detention pond to
attenuate stormwater runoff, per the City's requirements. The primary access for the site will be
from the proposed curb cut on Kipling Street and a secondary access is located on 49th Avenue,
east of the proposed building. Drainage from this area will follow historic drainage patterns,
flowing generally from the west to the east and into the proposed detention pond where the
stormwoter will infiltrate the alluvial soils that underlie the site and become groundwater.
Historically, stormwater flowed into West 491h Avenue and onto the neighboring property to the
east undetained.
k d A IWOOL't d rol
The Natural Grocers at Kipling 5000 project is located in Lot 2 of Kipling 5000 Business Park,
situated in the southwest 1/4 of Section 15, Township 3 South, Range 69 West, of the 6th P.P., City
of Wheat Ridge, County of Jefferson, Colorado.
The site is bounded on the north by the existing building occupying Lot 1, Kipling 5000 Business
Pork ng No. 2, on the east by the existing bowling alley occupying Lot 3, Kipling 5000
Business Pork Filing No. 2, on the south by 491h Avenue, and on the west by Kipling Street. There
ore no major drainogeways located near the site.
The existing site is fully developed; a 11,500 sf restaurant and its attendant parking lot currently
occupy the entirety of the property. Onsite drainage infrastructure consists of curb and gutter
and a series of concrete valley pons to route flows from the north and west to the south and east
across site where undetained flows are intercepted by West 491h Avenue and the alleyway that
borders the property to the east. The site is shown on FEMA flood map 08059CO21 I F, showing
the site as being in Zone X — area outside of the 0.2% annual chance flood. A small irrigation
ditch crosses the site in on existing 24" CMP pipe system. The pipe containing the ditch enters the
property at the northwest corner and runs east along the northern property boundary to roughly
the midpoint of the northern boundary where it turns south until it reaches the southern boundary,
'3734 05,age Street ,Denve�,, CO 8021 1 j T; 301455,8988
Page 3
M A
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I toullium Wheat Ridge Specialty Retail
structural 0 civil * forensic
bisecting the property, and then continues along the southern boundary to the eastern end of the
site where the pipe discharges into a small, concrete -lined, open channel.
The total Natural Grocers at Kipling 5000 site encompasses approximately 2.50 acres, of which
approximately 2.50 acres are planned for modification with this construction. The planned project
includes the proposed 15,004 sf commercial building, a 75-spoce parking lot, and a 0.70 ac -ft
detention pond.
OM
The site lies within the Clear Creek Basin in the City of Wheat Ridge. The area surrounding the
site is urbanized and the topography generally slopes to the east at mostly shallow grades (less
than 3%). The immediate vicinity is characterized by a high degree of commercial development,
consisting of large commercial buildings surrounded by concrete and asphalt paved parking lots
containing small amounts of landscaped open space.
LMl1-1AJ1zlfJ ZI
In the existing condition, the site contains a high degree of impervious pavement. The existing
topography of the site drains generally from west to east at slopes varying from 1-3%. The site
con be described as a single basin that has on area of 2.21 -acres and generates peak runoff a-['
7.29 cfs in the 5-yeor event and peak runoff of 15.71 cfs in the 100 -year event. There ore no
off-site flows accepted onto the site in the current condition. Stormwater generated on-site flows
to the eastern and southern edges of the site where flows are intercepted by curb and gutter in
491h Avenue and conveyed to Clear Creek in the public rights of way. There are currently no on-
site detention facties or BMPs to attenuate stormwoter runoff or mitigate its effects on
downstream properties.
. . 0.- 0 44 ]101711111
This drainage study complies with the City of Wheat Ridge storm drainage criteria and, where
applicable, uses the Urban Drainage Criteria Manuol (Monuol).
Runoff from the site will be directed to the proposed detention pond via the proposed grading,
proposed piping and the existing piping, Peak runoff values were calculated for the 5-yeor and
1 00-yeor storm events using the rotionol method (Q=CIA). The Grading and Drainage Plan
located in the Appendix of this report shows the anticipated ultimate design of the site.
A Composite "C" value has been calculated for the basin. The Percent Impervious values were
token from the Manual's Table RO-3, and the runoff coefficients "C" were from the Monuol's
Table RO-5 for Type C & D NRCS Hydrologic Soil Group.
Time of Concentration (Tc) was calculated based on the Monvol's travel time equations RO-2 and
RO-3, velocity chart Table RO-2 and velocity equation RO-4. Rainfall Intensity (1) was
Denver,CO80211 T�303,455,39i,'�,g
3
page 4
M"GLAMERY
5"All" Wheat Ridge Specialty Retail
structural 0 civil * forensic
determined by using the one-hour point rainfall values for Zone I in Manual's rainfall intensity
equation RA -3.
This report will directly address the drainage plans for the current proposed construction. All
runoff will be directed to a proposed detention pond which will percolate captured stormwoter
into the groundwater system in the minor storm event and attenuate the peak flows for the major
stR rm event prior to discharging to the existing curb and gutter in 49th Avenue.
The site contains three basins. Basin A includes the southern 1/3 of the site as well as the parking
lot adjacent to Kipling Street, Basin B includes the northern 2/3 of the site and the 19,000 sf
proposed building, and Basin C is a small area in the northeast corner of the site that is not
tributary to the detention pond.
Basin A has on area of 0.75 acres and will contribute 1.90cfs and 4.35cfs for the minor and
major storms, respectively. Flows from this basin will be directed by a 4' volley pan to a curb
opening at the southeastern corner of the parking lot and into the detention pond in the
southeastern corner of the site.
Basin 9 has on area of 1.46 acres and will contribute 3.90cfs and 9.13cfs for the minor and
major storms, respectively. Flows from this basin will be directed by 0 4' valley pan to a curb
opening at the northeastern corner of the parking lot and into the detention pond in the
southeastern corner of the site.
Basin C has on area of 0. 12 acres and will contribute 0.32cfs and 0.75cfs for the minor and
major storms, respectively. Flows from this basin will sheet flow to the access drive that is shored
with the bowling alley to the east of the site and will be discharged into 49" Avenue.
There are no substantial offsite flows to be considered for this site. A small amount of runoff
leaves the site undetoined, but the overall flows leaving the site will be significantly reduced
compared to the existing condition.
Since the detention pond on this site uses exfiltrotion, this volume is considered to be treated for
water quality, so a separate water quality volume was not used in the sizing of the detention
pond,
The drainage facility design for this project incorporates 5-yeor and I 00-yeor detention volumes.
The 5-yeor and 100 -yr detention will be captured in the detention pond in the southeastern
corner of the site. The detention basin size is based on storage volume required to percolate
runoff from the 5-yeor storm (and more frequent events), as well as the WQCV into the
groundwater table. The I 00-yeor storm will be released at a rote of 2.21 cfs 0 .0 cfs per acre
per UDFCD standards) over a weir at the southern end of the pond at the southeastern corner of
the pond. The Drainage Plan also shows the size and location of the detention pond.
3734 Osc,-,tge Street i Denver, CO 8021 1 1 T. 301455,8988
Page 5
AT A
t*0111111 WAMISROUP A VERITEX COM
The design watershed for the detention pond is 2.21 acres with a site impervious of 78%. For the
sizing of the detention pond, the percent impervious was calculated using • weighted average •
the percent impervious values of the pavement, rooftop, and landscaped areas present within the
area tributary to the pond. This area and percent impervious value was the basis for sizing the
proposed detention pond using the empirical equations from the Storage chapter of the Manual.
Calculations in the Appendix show that the required S-Yeor and I 00-Yeor volumes for the overall
site are 8,587 CF and 15,398 CF respectively. The pond will provide approximately 17,642 CF
of storage capacity. The proposed design includes a flat bottom, in order to facilitate exfiltrotion
• the pond.
An 8 -foot weir and rundown at the southern end of the pond will regulate the flows from this site
for the I 00 -Year release. All flows in excess of the I 00-Yeor storm will be released from this
weir as well. Flows from the weir ore discharged into the curb and gutter in 491h Avenue thereby
continuing historic drainage patterns. The 8 -foot weir and rundown will be constructed using
concrete so that they may be used as on access point for the pond for future maintenance,
Flows from the detention pond will be regulated by the exfiltrotion rate of the pond bottom in the
5-Yeor event to 0. 13 cfs, and the weir will regulate I 00-Yeor release rate to I Ocfs/acre, or
2.21 cfs. The exfiltrotion rate for the pond was arrived at by multiplying the infiltration rate for
the soils found on-site of I -I in/hr (0-917 ft/hr) by the area of the bottom of the pond, which is
5357.5 sf. This calculation yields a rote of 491 cu. ft./hr or 0. 13 cfs. The I 00-yeor rate is based
on the maximum release rote noted in the Storage chapter of the Manual. The infiltration rote of
the on-site soils can be found in the Geotechnical Engineering Report for Natural Grocers
Development at Kipling St. and 491h Ave., Wheat Ridge, Colorado, June 2014 prepared by
Brierley Associates.
Using these release rates the detention pond will drain in approximately 19.2 hours. The I 00 -yr
stage will average half of the maximum release rote, 1.11 cfs (3,978 cu. ft./hr) which will drain
that stage (6,811 CF) in 1.71 hrs, while the minor storm will drain constantly at the exfiltrotion rate
of 0. 13 cfs (491 cu. ft./hr) which will drain the minor stage (8,587 CF) in 17.49 hrs.
The detention pond will be private and maintenance of the pond will be the responsibty of the
property owner. The pond bottom will be constructed per the recommendations of the
geotechnicol report (cited above) in order to achieve the maximum infiltration rote for the soils.
Furthermore the pond bottom will be scorified and amended with BioLite Rain Gorden Growing
Media (Golf & Sport Solutions (970) 284-6121) per the recommendations of the City of Wheat
Ridge and UDFCD for infiltration basins and rain gardens. A minimum thickness
• 6" • the BioLite
medium must be present in the pond bottom subsequent to the amendment procedure to allow for
a proper growing environment.
See Appendix for Rational Method Calculations, 5 -Year and 100 -Year Detention Calculations,
Basin Calculations, and Drainage Plan,
3734 Osage Street I Denver, CO 8021 T� 303,4558988
Page 6
L V I
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Wrx COMPANY
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Wheat Ridge Specialty Retail
A subsurface investigation and geotechnical engineering evaluation has been completed on the
project by others. Groundwater is about 7 feet below the ground surface at its shallowest point
below the detention pond. This puts the groundwater 5.5 feet below the proposed pond bottom
which exceeds the 3 feet of clearance required for the infiltration release from the pond.
NUBMIMS-1
This report has been prepared in accordance with the City of Wheat Ridge and Colorado State
Stormwater Management plan guidelines. It outlines the routing of the 100 -year storm events
through the project's drainage system and the • of the proposed detention pond. The
proposed detention pond is sized to accommodate the 5 -Year and 100 -Year volumes for the
entire Natural Grocers at Kipling 5000 site per the design criteria. These proposed
improvements provide adequate protection to this site without adverse impacts on adjoining
upstream and downstream properties.
3734 Osage Street f' Denver, CO 8021 1 303,41558,988
JaIJ4,1:1kno
Wheat Ridge SPecialty Retail
1. Urban Storm Drainage Criteria Manuals (Volumes 1, 2, and 3) Urban Drainage & Flood
Control District
2. City of Wheat Ridge, Site Drainage Requirements, January 2006, Amended November, 2013
3. Federal Emergency Management Agency, November 17, 2005. Flood Insurance Rate Map
Index Map 08059CO21 1 F
3734 Os'age, Street i Degwer, CO 8021 T� 2sC3,455—M','B8
Page 8
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Wheat Ridge Specialty Retail
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Project Title:
SMIaltv Retail Wheat Ridge
Catchment ID:
Basin A
I. Catchment Hydrologic Data
Catchment ID = Basin A
Area =
0.75 Acres
Percent Imperviousness =
80.00 %
MRCS Soil Type =
C A, B, C, or D
It. Rainfall Information
I (inch/hr) = Cl « P1 f(C2 + Td) -C3
Design Strum Return Period, Tr =
5 years (input return period for design storm)
C1 =
28.50 (input the value of C1)
C2=
10.00 (input the value of C2)
C3= -
0,786 (input the value of C3)
P1=
1,35 inches (input one -hr precipitation --see Sheet "Design Info")
Ill. Analysis of Flaw Time (Time of Concentration) for a Catchment
Runoff Coefficient, C =
O 63
Qveride Runoff Coefficient, C =
(enter an overide C value if desired, or leave blank to accept calculated C,)
5 -yr. Runoff Coefficient, C-5 =
t7.63
Overide 5 -yr, Runoff Coefficient, C =
(enter an overide C-5 value if desired, or leave blank to accept calculated C-5,)
IV. Peak Runoff Prediction
Rainfall Intensity at Computed To, l = 4.05 inch/hr
Rainfall Intensity at Regional Tc, I = 3.32 inchthr
Rainfall Intensity at User -Defined Tc, I = 4,Q5 tncIVhr
UD -Rational Basin A-5.xls, Tc and PeakQ 7/1412014, 7;06 PM
Paved Areas
hallow Paved Swales,
IV. Peak Runoff Prediction
Rainfall Intensity at Computed To, l = 4.05 inch/hr
Rainfall Intensity at Regional Tc, I = 3.32 inchthr
Rainfall Intensity at User -Defined Tc, I = 4,Q5 tncIVhr
UD -Rational Basin A-5.xls, Tc and PeakQ 7/1412014, 7;06 PM
Project Title:
11111 Retail Wheat Rid e
Catchment ID: Basin B
1, Catchment Hydrologic Data
Catchment ID = Basin B
Area = 1.46 Acres
Percent Imperviousness = 76.80 %
MRCS Soil Type = C A, 6, C, or D
It, Rainfall Information I (Inch/hr) = C1 * PI /(C2 + Td)"C3
Design Storm Return Period, Tr = 5 years (input return period for design storm)
C1 = 28,50 (input the value of Cl)
C2= MOO (input the value of C2)
C3=O�786 (input the value of C3)
Pl= 1.35 inches (input one -hr precipitation—see Sheet "Design Info")
III, Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C = OM
Overide Runoff Coefficient, C = _(enter an overide C value if desired, or leave blank to accept calculated C,)
5 -yr, Runoff Coefficient, C-5 = 0Z9
Overide 5 -yr. Runoff Coefficient, C =_(enter an overide C-5 value if desired, or leave blank to accept calculated C-5,)
Illustration
IV. Peak Runoff Prediction
Rainfall Intensity at Computed To, I = 4.51 inch/hr
Rainfall Intensity at Regional Tc, I = —3,48 inch/hr
Rainfall Intensity at User -Defined Tc, I = —4.51 inch/hr
• Ma
L-29HIEREHO
R.
I NRCS Land
Type
--- — — ---------- --J
IV. Peak Runoff Prediction
Rainfall Intensity at Computed To, I = 4.51 inch/hr
Rainfall Intensity at Regional Tc, I = —3,48 inch/hr
Rainfall Intensity at User -Defined Tc, I = —4.51 inch/hr
• Ma
L-29HIEREHO
CALCULATION • A PEAK RUNOFF USING RATIONAL METHOD
Project Title: eclat tv Retail Wheat Rid 110
Catchment to: Basin C
I. Catchment Hydrologic Data
Catchment ID = Basin C
Area = 0.12 Acres
Percent Imperviousness = MOO %
MRCS Soil Type = C A, B, C, or D
It. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)AC3
Design Storm Return Period, Tr = 100 years (input return period for design storm)
Cl = 28,50 (input the value of Cl)
C2= 10.00 (input the value of C2)
C3= 0,786 (input the value of C3)
P1= 2.60 inches (input one -hr precipitation --see Sheet "Design Info')
111. Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C = 0.71
Overide Runoff Coefficient, C = -(enter an overide C value if desired, or leave blank to accept calculated C.)
5 -yr. Runoff Coefficient, C-5 = 0.58
Overide 5 -yr. Runoff Coefficient, C =_(enter an overide C-5 value if desired, or leave blank to accept calculated C-5.)
L11_ustration
IV. Peak Runoff Prediction
Rainfall Intensity at Computed Tc, I = 9,45 inch/hr
Rainfall Intensity at Regional Tc, I = 6.89 inch/hr
Rainfall Intensity at User -Defined Tc, I = 8.82 inch1hr
Regional Tc =
User -Entered Tc, =
MM162 &m...
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rr
Length
Flow
L
Velocity
V
ft
fps
IV. Peak Runoff Prediction
Rainfall Intensity at Computed Tc, I = 9,45 inch/hr
Rainfall Intensity at Regional Tc, I = 6.89 inch/hr
Rainfall Intensity at User -Defined Tc, I = 8.82 inch1hr
Regional Tc =
User -Entered Tc, =
MM162 &m...
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it
Project Title: Sp2cfaltV Retail Wheat Ridaa
Catchment 10: Basin A
1. Catchment Hydrologic Data
Catchment ID = Basin A
Area = 0,75 Acres
Percent Imperviousness = 80,00%
MRCS Soil Type = C A, B, C, or D
U. Rainfall Information I (inch1hr) = C1 * P1 I(C2 + Td)^C3
Design Storm Return Period, Tr = 100 years (input return Period for design storm)
Cl = 28.50 (input the value of CI)
C2= 10,00 (input the value of C2)
C3= 0,786 (input the value of C3)
Pl= 2.60 inches (input one -hr precipitation -see Sheet "Design Info")
Ill. Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C = 014
Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.)
5 -yr, Runoff Coefficient, C-5 = 0,63
Overide 5 -yr, Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5,)
HJUSLE11-120-
UM
Reark 3
IV. Peak Runoff Prediction
Rainfall Intensity at Computed Tc, I = 7,80 inch/hr
Rainfall Intensity at Regional Tic, I = -6,39 inch/hr
Rainfall Intensity at User -Defined Tc, I = 7.80 inchmr
Comoute&T
T
T
ITT
UD -Rational Basin A.As, Te and PeakQ 7/14/2014, 7M PM
Project Title:
Specialty Retail Wheat Ridge
Catchment ID:
Basin a
1. Catchment Hydrologic Data
Catchment ID = Basin B
Area =
1.46 Acres
Percent Imperviousness =
76:80 %
MRCS Soil Type =
C A, B, C, or D
If. Rainfall Information
I (inch/hr) = C1 * PI I(C2 + Td)AC3
Design Storm Return Period, Tr =
100 years (input return period for design storm)
C1 =
28.50 (input the value of C1)
C2=
10,00 (input the value of C2)
C3=
0.786 (input the value of C3)
Pl=
2.60 inches (input one -hr precipitation --see Sheet "Design Info")
Ill. Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C =
012
Overide Runoff Coefficient, C =
(enter an overide C value if desired, or leave blank to accept calculated C.)
5 -yr. Runoff Coefficient, C-5 =
0.59
Overide 5 -yr, Runoff Coefficient, C =
_(enter an overide C-5 value if desired, or leave blank to accept calculated C-5,1
now
M
NRCS Land
Type
Calculations: Reach Slope -- Length '-Yr NRCS Flow Fl - ow
ID S L Funff Convey- Velocity Time
Coaff ante V Tf
111ft it C_5 fps minutes
IV. Peak Runoff Prediction
Rainfall Intensity at Computed Tc, I = &68 inch/hr
Rainfall Intensity at Regional To, I = inch/hr
Rainfall Intensity at User -Defined To, I = inch/hr
22330EM
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h6bg�Au"
Project Title: specialty Retail Meat Ridge
Catchment ID: Basin C I-—
1, Catchment Hydrologic Data
Catchment ID = Basin C
Area = 0.12 Acres
Percent Imperviousness = 75.00%
NRCS Soil Type = C A, B, C, or D
IL Rainfall Information I (Inch/hr) = C1 * PI I(C2 + Td)A C3
Design Storm Return Period, Tr = 100 years (input return period for design storm)
Cl =28,50 (input the value of Ci)
C2= 10,00 (input the value of C2)
C3= 0.786 (input the value of C3)
P1= 2.60 inches (input one -hr precipitation --see Sheet "Design Info")
III, Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C = 0,71
Overide Runoff Coefficient, C = _(enter an overide C value if desired, or leave blank to accept calculated C.)
5 -yr, Runoff Coefficient, C-5 = 0Z8
Dvende 5 -yr, Runoff Coefficient, C = _(enter an overide C-5 value if desired, or leave blank to accept calculated C-5.)
LIlustration
Peach I flow
=1
0
Calculations: Reach---- Slope Length 5 -yr tiocs -Flow Flow
to s L Runoff Convey- Velocity Time
Coeff once V Tf
Wit it C-5 I fps minutes
IV. Peak Runoff Prediction
Rainfall Intensity at Computed To, I = 9.45 inch/hr
Rainfall Intensity at Regional To, I =6.89 inch/hr
Rainfall Intensity at User -Defined To, I = 8.82 inch/hr
You created this PDF from an application that is not lices-&&,+ft
MEOM
Project: Wheat Rid e S ectat Rotatl
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2776 000 0403 iJ iO 012 0451 -0638 2738 014 0841 050 l 20 4515 4571._..
Own 00'7 0409 6.50 012 ...04e3 -0059 2800 Oto 0006 050 120..._ 4633 3685...
2900 007 4407 0.50 012 0475 + ... 0068 2.890 014 0954 050 _ 120 4752 .1786....
2092 007 6400 Coo 092 0487 .0078 2950+ 014 0990 . 056 120.... 4870 .9942...
30,4 0517 0811 0.50 .0130400 -0088 3024 013 0064 050 12L5...... 6889... -4025......
007 0443 0.501 002 ..0611 -0097 30" 013 0968 0501 020..... 5107.., wa134....
We 007 0 4 is 4.50 012 0 523 , 0 to? 3108 tit #1 0 078 O.Stl 020 S cid... 4 130.....
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UDFCQ DETEN7N BASIN VOLUME ESTIMATING WORKBOOK version 2,34,. Reh4asod November 2013
0.2808
7 14:204, 7:11 PM
DETENTION VOLUME BY THE MODIFIED FAA METHOD
Project: Wheat Rid e 8 ecial Retail
Basin 0: Infiltration Pond
UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.34, Rekiased Nov.- ar 2013
tT3,Nh,nWn_.v2,,-a4.#s. MFdd*d FAA
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Basin ID.,
091ion Info—MOM90 finewl'.
Bottom Length of Weir
Angle of Side Slope Weir
Elev, for Weir Crest
Coef for Rectangular Weir
Coef. for Trapezoidal Weir
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Project:
Basin ID:
STAGE -STORAGE -DISCHARGE CURVES FOR THE POND
Storage (Acre -Feet)
0 U 0A 0.6 0,8 1 1.2
5400
5350
5300
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5250 . ........
,5200
5150
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5050
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5000
0 10 20 30 40 so
Pond Discharge (cft)
— ---------- - - ------
LID-Detention—v2.34As, Spillway 7/14/2014, 7:12 PM
STAGE -STORAGE #Z##�G POR D�i`ENT#ON Bi4S##V�
Pa>ject�
Basin ID:
rw
7-7 7771
L
Design #nforrnation ttncruti: heck sin h
Width of Basin Bottom, 43 55.ik) ft Right mangle OR.,.
Length of Basin Bottom, L : 75.00 £t Isosceles irsangta OR...
Dam Side -slope (H:V).. Z, = 9.00 Rift Rectangle X OR...
Circle/ Ellipse OR,....
irregular (Use Ovende values in cells G32:G52)
NidAid3R M,A,TR
Storage Requirement from Shaet'k9odiRed FAR 0 20 0 27 1aore4t.
Sta+ae- gl:w �teladionsbig: Storage Requirement from Sheet'Hydrograph 0.67 'acre -ft.
Storage Requirement from Sheet 'Fujt_Speldwm .(µ g tT ei , .. p""' ac—ft,
UD -Detention v2.34.xis, Basin
7/14/2014, 7:90 PM
. . .. .......
UD-Detenk on_W,34.4s, Sawn
7114120K 7.70 PM
STAGE -STORAGE CURVE FOR THE POND
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UD-Detenk on_W,34.4s, Sawn
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THE DETENTION POND BOTTOM SHALL BE SCARIFIED AND THE SOIL SHALL BE
AMENDED USING TE
IN GARDEN GROWING MEDIA
RT
SOLUTIONS (970) 284`6121 I (GOLF T.
) R OTHER UDFCD APPROVED EQUIVALENT. A
MINIMUM THICKNESS OF 6" OF THE BIOLiTE MEDIUM SHALL BE INSTALLED IN
THE POND BOTTOM SUBSEQUENT TO THE AMENDMENT PROCEDURE TO
ALLOW FOR A PROPER GROWING ENVIRONMENT.
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City of'
W h6at "ic tee -
LAND USE CASE PROCESSING APPLICATION
Community Development Department
7500 West 29t" Avenue I Wheat Ridge, CO 80033 * Phone (303) 235-2846
(Please print or type all infonnatior)
Applicant EVCj� Address ;?- 5Acle- P ZL7 Phone 72,o -?-'7 3 -7-1o,
cit�----v State co Zir -)Zo-
Fax
Owner 6 V C K17P4`7 Uc
Address 2- SA44 Si %► 51'� 7,03 Phone 7Z.0
city__ Lge'v-el- State C o Ziw 07-0,C Fax
Contact LOA<p-n VO't4 &AAtk Address<tPhone�-7��"S-
City—ac-"-ff
Zip ---g P�t Fax 5�
(The person listed as contact will be contacted to answer questions regarding this application, provide additional infonnation when necessary, post
public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written
communication to applicant and owner.)
Location of request (address):- IROO FK t 71'
Type of action requested (check one or more of the actions listed below which pertain to your request):
Please refer to submittal checklisYsjor consplete application requirements, incomplete applications hill not be accepted
C1 Change of zone or zone conditions
0 Special Use Permit
0 Subdivision: Minor (5 lots or less)
Cl Consolidation Plat
0 Conditional Use Pen -nit
0 Subdivision: Major (More than 5 lots)
0 Flood Plain Special Exception
Site Plan approval
0 Temporary Use, Building, Sign
0 Lot Line Adjustment
Cl Concept Plan approval
0 Variance/Waiver (from Section
0 Planned Building Group
0 Right of Way Vacation
0 Other:
Me=
Required information: o T�- 15-3 -:719 -0
Assessors Parcel Number: -- Size of Lot (acres or square footage):
4
Current Zoning: Proposed Zoning: 1
Current Use: ! aca,^l Proposed
IcerfiA_ that the o!formation and exhibits herewith subno eel are trite and correct to the best (#'my knowledge and their infifing this application, lam
acting with the knowledge, and consent of those pervor listed above, without whose consent the i-equestedaction camot Imijulty be accomplished
Applicants other than owners must submit P ?tltnol'5111 is action on his behalf
Notarized Signature of Applicant
State of Colorado ss
County of PeYN'4 Cf—
The foregoing instrument was acknowledged JAMIE L MEYER
,bymethis clay of 20-j byj��VWCAUV'66n NOTARY PUBLIC
STATE OF COLORADO
MYCOMMMSONEXPRESOS-W2016
tNar��ubli
M commission expires
To be filled out by staffto
Date received--4%--71;9Lq---. Fee Receipt No.��� Case No.,
— Quarter Section Comp Plan Design. Zoning —"ap
V
Related Case No. Pre -App Mtg. Date 4AWt� Case Manager
N
City of
h6atP.,�dge
LAND USE CASE; PROCESSING APPLICATION
Community Development Department
7500 West 29th Avenue # Wheat Ridge, CO 80033 # Phone (303) 235-2846
(Please print or type all information)
Applicant4 1
W Z013 Phone720-Z21
4_L,_- Address 9- PA&Iig_
Ci
State— iptA R. Fax2,�
Owner Vc-,�69eit_111_6tkddress Z- 5�e44 5� 4C 603 Phone
Ci State zi 4t?_-A�?J7-Z3 45* Fax r,,, 4iZ (
9e%s 3 1�4- 0 S4 -.,Z Y4 Phone 7z -v -s74 f- 04
Contact imc"tL�!�61'^A!d
State Co Zi '0 1/ Fax --
(The person I isted as contact will be contacted to ansvier questions regarding -this application, provide additional information when necessary, post
public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal mid written
communication to applicant and owner.)
WE
Type of action requested (check one or more of the actions listed below which pertain to your request):
Please refer to subinittal checklists for casnplete application relpirrentents; incal"Plete Wficildons will Ito/ be accepted,
C] Change of zone or zone conditions
Ad Consolidation Plat
C3 Special Use Permit
0 Condonal Use Permit
0 Subdivision: Minor (5 lots or less)
C3 Subdivision: Major (More than 5 lots)
0 Flood Plain Special F_xception
0 Site Plan approval
0 Temporary Use, Building, Sign
0 Lot Line Adjustment
0 Concept Plan approval
0 Variance/Waiver (from Section
0 Planned Building Group
0 Right of Way Vacation
0 Other:
Detailed description of request:
Required information: 3 J�_
'Assessors Parcel Number,—, Size of Lot (acres or square footage) -
Current Zoning:Proposed Zoning:
Current Use: rh Proposed Use:Ir
I certo) that the inforination, and exhibits, hereivith sit itted are trite and correct to the best ofiny knoisticdNe and lbot in rqhnff this "I'll. iawaftm'
it 'Plios.-consettirnereq1teStedoctiolicattnot ImOully be accotaptished,
r Aich approved of this action on his behal(
The foregoing instrument
_Ap21jgA1igfl) was a knowledged JAMIE L MEYER
by me this dayof WA kihej,5 W)TARB
Y PUUC
20A+_ by STATE OF COLORAW
ry P ic COMM8810N 49P11W
comml $ion expu s /0 /2�1
To be filled out by ptalf:
Date received -1449---, Fee ceciptNA50IM' CaseNo.—MS- tq-Oq
Comp plan Design Zoning_ _C-1 Quarter Section,
te Ca Pre -APP M1g' Case Manager
Rela "O== V
se f
i�1 Wheat Ridge
C@7it/ �/0 14 @9-4@ CD8B
ZONING APPLICATION FEES
CH810565 iilNDUNT
"(ASD ZONING APPLICATIONFEES 700.06
PAYMENT RECEIVEDA"GUNT
CHECK: 96 700.00
TOTAL 704.00
Address d9Ctki _. Street
...
Ktpl+ng St
»-.
City cheat Ridge State sCCt Zip .8i633
Location Description
# Project Narrle �
y
arca! No kr Section
rstrict o
...
} 315390ti1 515
Parcel No.
ks1
3915399p01 QirSectrcu�:
_ ..._._. ....�. u.,
54415
District No ;{tt
s
fxerkw ^
..�..,....
Pre -,app [date
...
Neighborhood Meeting Date '
F
� � AN ��}F'Pi 418
4
... , ... .,
Revre+ro Type Rearew $ody Revreav Date Drsposr#aon
�.,...... .. t., . ..
Comments
Report �;
i'PubArcHearing PC,�`
1' .... ,. .. ....,�.....,, ._..�,...
i
...,. .,. ,. ...
,.
�`
. . .:.
..a q
.. ... .. ... ...... ..... .. ....r .,.
Case Disposition
,. ,_
Disposition Date
Conditions of ,approval
�.
s
Notes
Ret # d, . .r .., ,; (3rd- ....., ......
. ,._._ . �. ,..,... ...
Status
Open
Storage:
i�1 Wheat Ridge
C@7it/ �/0 14 @9-4@ CD8B
ZONING APPLICATION FEES
CH810565 iilNDUNT
"(ASD ZONING APPLICATIONFEES 700.06
PAYMENT RECEIVEDA"GUNT
CHECK: 96 700.00
TOTAL 704.00
Case Na, i'VdSP1406 W Date Received„112212014''
Related Cases 4 4 i Case Planner eckeft
Case Descriptioq,' RequeiO for site plan approval in C-1 zonedistrict.
AMOUNT
95& 00
Apphinwt lz;Vv�
CHECK: 968
Name E' VC _- K' G” K-10" 4'-S,'L'L C
Name ryPhone
...........
hon 1(720) 273-2704
Address 2 Steele Street, Ste #20,3
coy b a n I ve I rState
k, .. . ... ... ..
Z
ZID : ip 80206-
0owet 1zrANwa&w
Name
Name 1
Phone J720 273-2704
..... .. j
Address '2"S"t "a e"I'e"-Street ',--S't"e" _#2_0_3city iDenver
State tb i Zip
CM710CIr
Name BenJenkins .......... . .
Name ILanceVanDematk
Phone j303 3493269
Address 3734'
City 'Denver
State ip 0211 -
Address Street
XipUng St
. . ......
S Z
City Wheat Ridge late 800133
co Ip
Location Description
. . ... .....
... .. ... .. . ....
ProiectName
arc No tr ection
Dist t o
.... ...... . .... .....
i
3915399001- JIV
Parcel No,
X39 193 99 0101 Qtr �t"W_15 . ......... ... . i District No,:
. .... .. .. ;IV
Pre -App, Date......
4/23120141
...
Neighborhood Meeting Date I
..... ..
App No: APP1418
,FReyiew Type Review Body Review D e Disposition
....... . .. .. . .. .......
Comments Report
eview 5Adim,�n'
City of Wheat Ridge
07,1�5/2@14 69.47 Co,6j
ZONINO APPLICATION FEES
c0@10560
t'" SD ZONIN'G 4PPLICATIGN FF
AMOUNT
95& 00
PAYNENT RECEIVED
CHECK: 968
AMOUNT
TOTAL
9,u @@
95@.00