HomeMy WebLinkAboutMinor Modificatin Max Storage Development Plan 1748 Mountain View Ct 2021-10-07X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
O
H
P
O
H
P
1800 SF
FF=7590.75
800 SF
FF=7591.25
800 SF
FF=7592.25
800 SF
FF=7592.75
1600 SF
FF=7593.25
880 SF
FF=7593.25
45.0
40
.
0
20.0
20
.
0
80
.
0
22
.
0
40.0
40.0
40
.
0
10' UTILITY &
DRAINAGE
EASEMENT
10' UTILITY &
DRAINAGE
EASEMENT
15' BUILDING
SETBACK
11'±
15.9'±
EXISTING 21"
ELLIPTICAL CULVERT
U.S.INV= 7682.33
D.S INV= 7680.62
(SEE NOTE #13)
ACACIA DRIVE
OH
P
OH
P
OH
P
7700
7
6
9
5
76
9
5
7
6
9
5
7690
769
0
76
9
0
7
6
8
5
76
8
5
S 86°00'00" E 200.00'
S
0
4
°
2
5
'
1
0
"
W
2
8
.
9
6
'
N
0
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2
0
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1
4
4
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0
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°
4
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1
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.
2
1
'
N 48
°
5
9
'
0
5
"
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1
5
6
.
6
7
'
3 2 .2 6 '''''''''''''''''''''''''''''''''''''''''
C H =S 8 7 °5 2 '1 6 " EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
R =5 7 0 .0 0 '''''''''''''''''''''''''''''''''''''''''
L =3 2 .2 6 '''''''''''''''''''''''''''''''''''''''''
D =3 °1 4 '3 5 """""""""""""""""""""""""""""""""""""""""
6 4.50'''''''''''''''''''''''''''''''''''''''''
C H =S 2 9°26'48" WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
R =75.00'''''''''''''''''''''''''''''''''''''''''
L =6 6.67'''''''''''''''''''''''''''''''''''''''''
D =5 0°56'06"""""""""""""""""""""""""""""""""""""""""
4 3 .2 5'''''''''''''''''''''''''''''''''''''''''C H =S 8 0 °4 9 '59" EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
R =6 0 .00'''''''''''''''''''''''''''''''''''''''''
L =4 4 .25'''''''''''''''''''''''''''''''''''''''''
D =4 2 °15 '06"""""""""""""""""""""""""""""""""""""""""
103.46'''''''''''''''''''''''''''''''''''''''''
C
H
=
N 18°
28'38" EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
R
=60.00'''''''''''''''''''''''''''''''''''''''''
L=124.74'''''''''''''''''''''''''''''''''''''''''
D
=119°
07'17"""""""""""""""""""""""""""""""""""""""""
LOT 5
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
LOT 7
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
LOT 4
ACACIA CORNER
ZONED CH-COMMERCIAL
HEAVY
LOT 1
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
60' PUBLIC
RIGHT-0F-WAY
50' PUBLIC
RIGHT-0F-WAY
44'
20.00
20'
ASPHALT
SURFACE
EXI
S
T
I
N
G
W
O
O
D
R
A
M
P
800 SF
FF=7593.25
20.0
20.0 20.0 20.0
800 SF
FF=7591.75
20
.
0
20
.
0
800 SF
FF=7593.25
800 SF
FF=7593.25
800 SF
FF=7593.25
RO
O
F
R
I
D
G
E
EL
=
7
6
1
6
.
4
±
92.05X
91.25X
90.03X
R10.00
R25.00
(7687.6)X
(7687.2)X
90.96
X
6
.
7
5
%
8
.
2
%
91X
90X
89X
88X
3.4%
4.5%
1.50%
PROPOSED
GRASS LINED
DRAINAGE
SWALE @ 2.0%
90 X
92.73X2.0%
3.5%
91.63X
90.63X
4.
6
%
93.13X 93.13X 92.63X 92.63X 92.13X 92.13X 91.63X 91.63X 91.13X 91.13X 90.63X 90.63X
90.63 XINV=90.97X
INV=89.23X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
93.13X
R8.00
R25.0089X
3.
0
%
(7687.7)X
(7687.2)X
(7686.1)X
(7687.5)X
(7687.6)X
(7687.3)X
ASPHALT
SURFACE
9
6
S S S S S S
T
9
7
9
8
9
8
9
5
9
4
9
3
9
2
91 90
89 88
91
9092
93
93
92
92
91
95
96
9
4
9
5
97
PROPOSED CONCRETE
CURB & GUTTER
PROPOSED CONCRETE
CURB & GUTTER
23'
14.4'±
BUILDING 'A'
PROPOSED SELF
STORAGE UNITS
EXISTING ASPHALT
ROADWAY
MOUNTAIN VIEW COURT
EXISTING 8" SEWER MAIN
PROPOSED RIPRAP
DRAINAGE SWALE
19.50
(TYP.)
9.00
8.00
5.00
24.3
3
15' BUILDING
SETBACK
PROPOSED 5-FOOT SI
D
E
W
A
L
K
W
W
W
W
W
EX
I
S
T
I
N
G
6
"
W
A
T
E
R
L
I
N
E
10' UTILITY &
DRAINAGE
EASEMENT
PROPOSED 25 KVA
TRANSFORMER
EXISTING
GUY-WIRE TO
BE MODIFIED
PROPOSED 6" FIRE
LINE & WATER
SERVICE
(SEE NOTE #14)PROPOSED 4"
SEWER SERVICE
(SEE NOTE #14)
PROPOSED CONCRETE
PAN TO PROMOTE STORM
FLOWS FROM ACACIA TO
BE DIRECTED TO THE
EXISTING CULVERT
PROPOSED
ACCESSIBLE RAMP
W/ DETECTABLE
WARNING
9
3
9
2
9
1
9
0
TOW 88.5
BOW 86
TOW 88.5
BOW 86
PROPOSED WATER
QUALITY POND
DETENTION BASIN 2
~763 CF88
87 86
TOW 89
BOW 87
PROPOSED WATER
QUALITY POND
DETENTION BASIN 1
~692 CF
92.30X
92.05X92.30X
PROPOSED 40LF
15" ADS
CULVERT @ 1.0%
U.S.INV=7588.64
D.S.INV=7588.24
PROPOSED 74 LF
15" ADS CULVERT
@ 1.0%
US.INV= 7588.24
D.S. INV =7587.50
PROPOSED NYOPLAST
MANHOLE PRODUCT
No. 2836AG10 OR
APPROVED EQUAL
RIM=7591.5
INV=7588.24
1600 SF
FF=7593.25
FG
94.5
X
94.05
X
94.05 X
TOW 98.5
BOW 94.5
TOW 98.0
BOW 94.0
94
TOW 95.5
BOW 94.5
PROPOSED
DRY-STACK ROCK
WALLPROPOSED
CONCRETE
RETAINING WALL
BUILDING 'B'
PROPOSED SELF
STORAGE UNITS
85
PROPOSED
RECYCLED
ASPHALT
PROPOSED DRY
STACK RETAINING
WALL
89X
90X
91X
SUBJECT PROPERTY LINE
BUILDING SETBACK LINE
EXISTING EASEMENT AS NOTED
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
W EXISTING WATER LINE
S EXISTING SEWER LINE
G EXISTING GAS LINE
5020
EXISTING TELEPHONE PED
EXISTING POWER POLE
EXISTING SEWER MANHOLE
EXISTING TREE (TYP.)
X X X X X X EXISTING FENCE
PROPOSED SEWER CLEANOUT
PROJECT
LOCATION
SO
U
T
H
S
A
I
N
T
V
R
A
I
N
FIS
H
C
R
E
E
K
R
O
A
D
18-HOLE
GOLF
COURSE
TO
E
S
T
E
S
PA
R
K
TO
A
L
L
E
N
S
PA
R
K
PEAK VIEW DR.
ACACIA DR.
R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
AMENDED DEVELOPMENT PLAN
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
3
SHEET
1954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
SEPT 2021
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2021 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459
LEGEND:
6040200
SCALE 1" = 20'
20
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
AMENDED DEVELOPMENT PLAN
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
NOT TO SCALE
VICINITY MAP
MAP TAKEN FROM TOWN OF ESTES PARK DIGITAL MAP
Utilities:
Water Town of Estes Park Electric Town of Estes Park
Sewer Upper Thompson Sanitation District Gas Excel
Telephone Century Link
AVERAGE SLOPE = ~7.0%
ALLOWABLE MAXIMUM NET DENSITY (UNITS/SF):
GROSS/NET LAND AREA -36,850± SF 0.846± ACRES
SITE LAND AREA COVERAGE STATISTICS COVERAGE % LOT
(GROSS LAND AREA - 36,850± SF)
PROPOSED LOT COVERAGE
Buildings 12280 sf 33.32%
Parking/Drives 10700 sf 29.04%
Recycled Asphalt Surface 2520 sf 6.84%
TOTAL IMPERVIOUS COVERAGE 25,500 sf 69.20%
TOTAL OPEN SPACE 11,350 sf 30.80%
SITE STATISTICS:
1)ZONING - CH- COMMERCIAL HEAVY
2)SETBACKS - 15 FEET FROM STREETS (25 FEET FROM ARTERIAL), 0 FEET FROM REAR AND 0
FEET FROM SIDES.
3)ALL EXTERIOR LIGHTING SHALL BE SHIELDED AND DOWNCASTING; (REFER TO ESTES VALLEY
DEVELOPMENT CODE CHAPTER (EVDC) 7, SECTION 7.9 ). ALL STREET LIGHTS WILL NOT EXCEED
15 FT IN HEIGHT.
4)ALL DISTURBED AREAS WILL BE RESEEDED OR SODDED WITH NATIVE GRASSES/WILDFLOWER
MIX. ALL NEW TREES AND SHRUBS WILL BE MAINTAINED IN A HEALTHFUL CONDITION. ALL
AREAS WILL BE IRRIGATED.
5)TRASH ENCLOSURES WILL BE SCREENED WITH A SOLID FENCE AND ANIMAL RESISTANT.
6)CONTRACTORS MUST CALL UTILITIES NOTIFICATION CENTER OF COLORADO PRIOR TO
EXCAVATING (1-800-922-1987).
7)THE BUILDING HEIGHT WILL BE WITHIN THE LIMITS SET FORTH IN THE REVISED HEIGHT
MEASUREMENT PROVISION OF THE EVDC.
8)ALL INTERSECTIONS SHALL HAVE STOP SIGNS INSTALLED TO M.U.T.C.D. STANDARDS.
9)ALL REQUIRED IMPROVEMENTS SHALL BE COMPLETED OR GUARANTEED IN ACCORDANCE
WITH EVDC 7.12 AND 10.5.K PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY
10)THE OWNER SHALL BE REQUIRED TO PROVIDE FOR HANDICAP ACCESSIBILITY IN ACCORDANCE
WITH THE A.D.A., I.B.C. AND EVDC 7.11.J REQUIREMENTS.
11)CONTOURS ARE 1-FOOT INTERVAL.
12)CONDUITS, METERS, VENTS AND OTHER MECHANICAL EQUIPMENT ATTACHED TO THE
BUILDING OR PROTRUDING FROM THE ROOF SHALL BE SCREENED, COVERED OR PAINTED TO
MINIMIZE VISUAL IMPACT.
13)NOTICE FROM TOWN OF ESTES PARK PUBLIC WORKS (08/24/2020):
IT IS ACKNOWLEDGED THAT THE EXISTING ELLIPTICAL CULVERT REQUIRES MAINTENANCE IN
ORDER TO SERVE THE PROPOSED DEVELOPMENT. COORDINATION WITH PUBLIC WORKS DURING
CONSTRUCTION WILL AIM TO RESTORE THE DOWNSTREAM CONVEYANCE CAPACITY.
14)WATER AND SEWER SERVICES SHOWN ARE INTENDED FOR POSSIBLE FUTURE USE (UTILITY SINK
/HOSE BIBS). PROPOSED USE WILL BE DETERMINED PRIOR TO THE BUILDING PERMIT SUBMITTAL
15)THE MINOR MODIFICATION APPROVED IS FOR REVISING THE PROPOSED STRUCTURE,
REDUCING THE STRUCTURE(S) FOOTPRINT.
GENERAL NOTES:
LOT 3A, AMENDED PLAT OF LOTS 3 & 4, MOUNTAIN
TECHNOLOGICAL CENTER SUBDIVISION, COUNTY OF
LARIMER, STATE OF COLORADO
LEGAL DESCRIPTION:
DJMC, LLC
1220 ACACIA DR. (TBD MOUNTAIN VIEW CT.)
ESTES PARK, CO 80517
PROPERTY OWNER:
SHEET 1 DEVELOPMENT PLAN
SHEET INDEX:
THE UNDERSIGNED, BEING ALL THE OWNERS AND LIENHOLDERS OF THE REAL PROPERTY AS SHOWN
ON THIS DEVELOPMENT PLAN, SHALL BE SUBJECT TO THE PROVISIONS OF THE ESTES VALLEY
DEVELOPMENT CODE AND ANY OTHER ORDINANCE OF THE TOWN OF ESTES PARK, COLORADO,
PERTAINING THERETO.
DJMC, LLC
By:
Print Name:
OWNERS STATEMENT:
APPROVED BY THE TOWN OF ESTES PARK, COMMUNITY DEVELOPMENT DAY OF , 20__.
Director
APPROVAL: (STAFF LEVEL REVIEW)
SHEET 2 BUILDING ELEVATIONS
SHEET 3 LANDSCAPE PLAN
M:
\
C
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S
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J
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s
\
9
5
4
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0
0
2
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1
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2
0
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1
1
0
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:
3
4
A
M
,
J
L
R
16
'
-
0
"
16
'
-
0
"
23
'
-
2
"
16
'
-
0
"
40'-0"
12
4
0'-6"
16
'
-
0
"
12
4
0'-6"
EXISTING
GRADE
EXISTING
GRADE
20'-0"
12'X14'
GARAGE
DOOR
8'-0"
SHEARWALL PER
LINE 1 IN BRACED
WALL SCHEDULE
SHEARWALL PER
LINE 1 IN BRACED
WALL SCHEDULE
SHEARWALL PER
LINE 1 IN BRACED
WALL SCHEDULE
SHEARWALL PER
LINE 1 IN BRACED
WALL SCHEDULE
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
12'X14'
GARAGE
DOOR
3068 MAN DOOR
3068 MAN DOOR
12'X14'
GARAGE
DOOR
8'x10'
GARAGE
DOOR
BUILDING ELEVATIONS
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
3
SHEET
2954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
MAY 2021
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2021 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
JLRAGENCY COMMENTS 08/03/202008/17/2020
JLRREVISE PROPERTY ADDRESS09/15/2020
EAST ELEVATION
SCALE 1/8" = 1'-0"
SOUTH ELEVATION
SCALE 1/8" = 1'-0"
WEST ELEVATION
SCALE 1/8" = 1'-0"
NORTH ELEVATION
SCALE 1/8" = 1'-0"
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
BUILDING A
BUILDING B
BUILDING B
BUILDING A
AMENDED DEVELOPMENT PLAN
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
M:
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,
1
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/
2
0
2
1
1
0
:
1
0
:
0
4
A
M
,
J
L
R
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
O
H
P
O
H
P
80
.
0
10' UTILITY &
DRAINAGE
EASEMENT
10' UTILITY &
DRAINAGE
EASEMENT
15' BUILDING
SETBACK
11'±
15.9'±
ACACIA DRIVE
OH
P
OH
P
OH
P
7700
7
6
9
5
76
9
5
7
6
9
5
7690
769
0
76
9
0
7
6
8
5
76
8
5
S 86°00'00" E 200.00'
S
0
4
°
2
5
'
1
0
"
W
2
8
.
9
6
'
N
0
0
°
4
7
'
2
0
"
W
1
4
4
.
0
6
'
N
0
0
°
4
8
'
3
8
"
W
1
5
0
.
2
1
'
N 48
°
5
9
'
0
5
"
E
1
5
6
.
6
7
'
3 2 .2 6 '''''''''''''''''''''''''''''''''''''''''
C H =S 8 7 °5 2 '1 6 " EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
R =5 7 0 .0 0 '''''''''''''''''''''''''''''''''''''''''
L =3 2 .2 6 '''''''''''''''''''''''''''''''''''''''''
D =3 °1 4 '3 5 """""""""""""""""""""""""""""""""""""""""
6 4.50'''''''''''''''''''''''''''''''''''''''''
C H =S 2 9°26'48" WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
R =75.00'''''''''''''''''''''''''''''''''''''''''
L =6 6.67'''''''''''''''''''''''''''''''''''''''''
D =5 0°56'06"""""""""""""""""""""""""""""""""""""""""
4 3 .2 5'''''''''''''''''''''''''''''''''''''''''C H =S 8 0 °4 9 '59" EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
R =6 0 .00'''''''''''''''''''''''''''''''''''''''''
L =4 4 .25'''''''''''''''''''''''''''''''''''''''''
D =4 2 °15 '06"""""""""""""""""""""""""""""""""""""""""
103.46'''''''''''''''''''''''''''''''''''''''''
C
H
=
N 18°
28'38" EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
R
=60.00'''''''''''''''''''''''''''''''''''''''''
L=124.74'''''''''''''''''''''''''''''''''''''''''
D
=119°
07'17"""""""""""""""""""""""""""""""""""""""""
LOT 5
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
LOT 7
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
LOT 4
ACACIA CORNER
ZONED CH-COMMERCIAL
HEAVY
LOT 1
MOUNTAIN
TECHNOLOGICAL CENTER
ZONED CH-COMMERCIAL
HEAVY
60' PUBLIC
RIGHT-0F-WAY
50' PUBLIC
RIGHT-0F-WAY
44'
20.00
20'
ASPHALT
SURFACE
EXI
S
T
I
N
G
W
O
O
D
R
A
M
P
ASPHALT
SURFACE
9
6
S S S S S S
T
9
7
9
8
9
8
9
5
9
4
9
3
9
2
91 90
89 88
91
9092
93
93
92
92
91
95
96
9
4
9
5
97
23'
14.4'±
BUILDING 'A'
PROPOSED SELF
STORAGE UNITS
EXISTING ASPHALT
ROADWAY
MOUNTAIN VIEW COURT
EXISTING 8" SEWER MAIN
19.50
(TYP.)
9.00
8.00
5.00
15' BUILDING
SETBACK
PROPOSED 5-FOOT SI
D
E
W
A
L
K
W
W
W
W
W
EX
I
S
T
I
N
G
6
"
W
A
T
E
R
L
I
N
E
10' UTILITY &
DRAINAGE
EASEMENT
9
3
9
2
9
1
9
0
TOW 88.5
BOW 86
TOW 88.5
BOW 86
88
87
86
TOW 89
BOW 87
TOW 98.5
BOW 94.5
TOW 98.0
BOW 94.0
94
TOW 95.5
BOW 94.5
BUILDING 'B'
PROPOSED SELF
STORAGE UNITS
85
R
Know what's below.
Call before you dig.
CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
PLANVIEW
0 10 20
LANDSCAPING NOTES:
1)ALL DISTURBED AREAS SHALL BE RESTORED AS NATURAL-APPEARING LAND FORMS, WITH CURVES
THAT BLEND IN WITH ADJACENT UNDISTURBED SLOPES. ABRUPT ANGULAR TRANSITIONS AND LINEAR
SLOPES SHALL BE AVOIDED (SECTION 7.2.C1)
2)ALL AREAS DISTURBED BY GRADING SHALL BE REVEGETATED WITHIN ONE (1) GROWING SEASON AFTER
CONSTRUCTION, USING A SUBSTANTIAL MIXED STAND OF NATIVE OR ADAPTED GRASSES AND GROUND
COVERS. THE DENSITY OF THE REESTABLISHED GRASS VEGETATION AFTER ONE (1) GROWING SEASON
SHALL BE ADEQUATE TO PREVENT SOIL EROSION AND INVASION OF WEEDS. (SECTION 7.2.C2)
3)ALL PORTIONS OF THE SITE WHERE EXISTING VEGETATIVE COVER IS DAMAGED OR REMOVED, THAT ARE
NOT OTHERWISE COVERED WITH NEW IMPROVEMENTS, SHALL BE SUCCESSFULLY REVEGETATED WITH
A SUBSTANTIAL MIXED STAND OF NATIVE OR ADAPTED GRASSES AND GROUND COVERS (SECTION
7.5.D4)
4)ON MAN-MADE SLOPES OF 25% OR GREATER, PLANT MATERIALS WITH DEEP ROOTING
CHARACTERISTICS SHALL BE SELECTED THAT WILL MINIMIZE EROSION AND REDUCE SURFACE RUNOFF.
ALL MAN-MADE SLOPES GREATER THAN 50% WILL BE MULCHED AND NETTED TO ENSURE ADEQUATE
STABILIZATION AND REVEGETATION. (SECTIONS 7.2.C3 AND 4)
5)TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION SHALL BE
STOCKPILED AND CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION OR
LANDSCAPING, SUCH AS CUT-AND-FILL SLOPES. (SECTION 7.2C5)
6)NO TREES OR VEGETATION SHALL BE REMOVED OUTSIDE THE APPROVED LIMITS OF DISTURBANCE.
(SECTION 7.3.D1)
7)CONIFER TREES SHALL BE SIZED AS 50% EIGHT FEET TALL AND 50% AT SIX FEET TALL AT PLANTING.
DECIDUOUS TREES SHALL BE SIZED AS 50% AT FOUR-INCH CALIPER AND 50% AT TWO-INCH CALIPER
PLANTING. SHRUBS SHALL BE 5 GALLON CONTAINER OR LARGER AT PLANTING. (SECTION 7.5.D2D)
8)ALL PLANT MATERIAL SHALL MEET THE AMERICAN ASSOCIATION OF NURSERYMEN SPECIFICATIONS FOR
NUMBER 1 GRADE, AND SHALL COMPLY WITH THE QUALITY STANDARDS OF THE COLORADO NURSERY
ACT, TITLE 35, ARTICLE 26, C.R.S., AS AMENDED. (SECTION 7.5.D.2E)
9)ALL LANDSCAPES SHALL INCLUDE A PROPERLY FUNCTIONING AUTOMATED SPRINKLER SYSTEM WITH
INDIVIDUAL DRIP LINES FOR NATURAL AREAS." (SECTION 7.5.D5) SPRINKLER SYSTEM TO BE
TEMPORARY FOR PLANT ESTABLISHMENT. SPRINKLER SYSTEM TO BE IN PLACE FOR A MAXIMUM OF 18
MONTHS.
10)REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AT ALL TIMES. HE
PROPERTY OWNER IS RESPONSIBLE FOR REGULAR IRRIGATING, PRUNING, WEEDING, MOWING,
ERTILIZING, REPLACEMENT OF PLANTS IN POOR CONDITION AND OTHER MAINTENANCE OF ALL
PLANTINGS AS NEEDED. (SECTION 7.5.J1)
11)ALL TREES SHALL BE STAKED OR GUYED AND FENCED TO PROTECT FROM WILDLIFE DAMAGE. NO
CHAIN-LINK FENCING SHALL BE ALLOWED TO PROTECT LANDSCAPING FROM WILDLIFE DAMAGE.
(SECTION 7.5.12)
12)DEPARTMENT OF WILDLIFE SHALL NOT BE RESPONSIBLE FOR DAMAGE BY WILDLIFE.
13)IF CONSTRUCTION ACTIVITY RESULTS IN THE DEATH OF TREES SHOWN AS "TREE TO BE PROTECTED"
WITHIN A PERIOD OF 12 MONTHS AFTER THE FINAL CERTIFICATE OF OCCUPANCY HAS BEEN RELEASED,
THE TREE SHALL BE REPLACED PURSUANT TO EVDC 7.3(D)(5).
Idaho fescue
Flanders poppy
Blue flax
Gaillardia
Rocky Mtn. penstemon
Black-eyed susan
Blue grama
Sandberg bluegrass
Western wheatgrass
Sheep fescue
Slender wheatgrass
3Festuca idahoensis
27.20TOTAL
Papaver rhoeas 0.1
Linum lewisii 0.5
Gaillardia aristata 1
Penstemon strictus 1.5
0.1Rudbeckia hirta
Bouteloua gracilis v. Hachita 2
2Poa sandbergii
Pascopyrum smithii v. Rosanna 7
Festuca ovina v. Covar 3
7Elymus trachycaulus v. Pryor
PLS/ACRE
POUNDSBOTANICAL NAMECOMMON NAME
SEED MIX
REQUIRED LANDSCAPING
TREES SHRUBS
TOTAL REQUIRED:21 63
21 63
THIS DETAIL IS TYPICAL IN INTENT ONLY. CONTRACTOR SHALL ADJUST HIS
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SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 8 FT.
TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES
???????A MINIMUM OF THREE YEARS AFTER
WORK TO ACCOMMODATE ALL CONDITIONS.
UNDISTURBED SUBGRADE
PLANTING.???
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DECIDUOUS TREES: WRAP TRUNK W/4"
TREE WRAP FROM BOTTOM UP TO FIRST
BRANCH & SECURE. STAKE & GUY USING 2
STAKES SPACED 180°.
EXTEND TO THE EDGE OF THE CROWN.
THE TERMINAL BUDS OF BRANCHES THAT
MAY BE PRUNED; HOWEVER, DO NOT REMOVE
SOME INTERIOR TWIGS AND LATERAL BRANCHES
LEADERS, AND BROKEN OR DEAD BRANCHES.
PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
TO FACE NORTH AT THE SITE WHEN EVER
IN THE NURSERY, AND ROTATE TREE
MARK THE NORTH SIDE OF THE TREE
HIGHER IN SLOWLY DRAINING SOILS.
SET TOP OF ROOT BALL FLUSH TO
MAINTAIN THE MULCH WEED-FREE FOR
MULCH IN CONTACT WITH TREE TRUNK.
3 IN. MULCH. DO NO PLACE
GRADE OR 1-2 IN.
POSSIBLE.
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5 FT. DIAM. MIN.
8 IN.
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MULCH RING
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REMOVE ALL TWINE , ROPE AND
BURLAP FROM TOP HALF OF ROOT BALL
THE ROOT BALL, CUT THE WIRE BASKET AND REMOVE.
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
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SO THAT ROOT BALL DOES NOT SHIFT.
BASE FIRMLY WITH FOOT PRESSURE
TAMP SOIL AROUND ROOT BALL
OR TAMPED SOIL.
PLACE ROOT BALL ON UNEXCAVATED
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EVERGREEN TREES: STAKE & GUY USING 3
STAKES @ 120° AROUND TREES. NO
SPRAYING OR WRAPPING
MAINTAIN UNDER ALL TOPO CONDITIONS
APPROVED STAKE MATERIAL
HARDWOOD STAKES OR OTHER
1.5 x 1.5 IN.
TWIST WIRE TO TIGHTEN.
GALVANIZED WIRE OR CABLE
PLASTIC HOSE
0.5 IN. DIAM.
DO NOT COVER THE TOP OF THE ROOT
FLARE IS NOT VISIBLE SHALL BE REJECTED.
OF THE ROOT BALL. TREES WHERE THE TRUNK
THE TRUNK FLARE IS VISIBLE AT THE TOP
EACH TREE MUST BE PLANTED SUCH THAT
BEYOND EDGE OF ROOT BALL.
4 IN. HIGH EARTH SAUCER
4 ft.
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6 ft.
BALL WITH SOIL.
NOTE:
PROTECT TREE WITH 5' TALL WIRE
FENCING 1'-6" ABOVE GROUND.
FENCE TO REMAIN UNTIL PLANT
CAN SURVIVE WILDLIFE DAMAGE.
EXCAVATE TREE PIT TO 2X BALL DIAMETER.
LANDSCAPE PLAN
CUSTOM CONTRACTING, INC.
SHEET TITLE:
BY:REVISION:DATE:
CLIENT:
SHEET
3
SHEET
3954.002
JOB NO.MST
DATE
SCALE
APPROVED BY
AS SHOWN
JULY 2020
JLR
JLR
MST
DRAWN BY
CHECKED BY
DESIGNED BY
PROJECT TITLE:
2020 CORNERSTONE ENGINEERING & SURVEYING, INC.
COPYRIGHT - ALL RIGHTS RESERVED
1692 BIG THOMPSON AVE.
SUITE 200
ESTES PARK, CO 80517
PH: (970) 586-2458
FAX: (970) 586-2459
MAX STORAGE
TBD MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
ESTES VALLEY DEVELOPMENT CODE §7.5.E-1:
REQUIRES ONE TREE AND THREE SHRUBS TO BE PLNATED
PER 1000 SF OF LOT COVERAGE EXCLUDING PARKING
LOTS. (20,800 SF COVERAGE)
ESTES VALLEY DEVELOPMENT CODE §7.5.F.2.b.(2)(c):
STREET BUFFER NOT REQUIRED FOR CH-COMMERCIAL
HEAVY ZONED PROPERTY
ESTES VALLEY DEVELOPMENT CODE §7.5.G.2.a:
PARKING LANDSCAPING NOT REQUIRED FOR
CH-COMMERCIAL HEAVY ZONED PROPERTY
SCALE 1"=20'
AMENDED DEVELOPMENT PLAN
MAX STORAGE
1748 MOUNTAIN VIEW CT.
ESTES PARK, CO 80517
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