HomeMy WebLinkAboutKELMAR STRIP SECOND AMENDED MAGNUM MOTORS 5900 SOUTH COLLEGE AVENUE - Filed SP-SITE/LANDSCAPE PLAN - 2013-08-09ti
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FINAL DEVELOPMENT PLAN SUBMITTAL -SITE PLAN
MAGNUM MOTORS OF LOVELAND (5900 SOUTH COLLEGE AVE)
Fort Collins, Colorado
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Site Context
,
--1
7
40
0 10' 20' 40' NORTH
SATURN DRIVE
(60' ROW)
LOT 1
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Vicinity and Zoning Map
LIST OF DRAWINGS
LS001
- COVER SHEET
LS101
- SITE PLAN
LS401
- SITE PLAN ENLARGEMENT
LS501
- SITE DETAILS
LS102
- BUILDING PHOTOS
LS103
- BUILDING
PHOTOS
LEGAL DESCRIPTION:
Lot 1, Second Amended Plat of Lots 26 and 27, The KelMar Strip,
Second Filing and Lots 1 & 2, Amended
Plat of Lots 29 and 28, KelMar Strip, Second Filing, City of Fort
Collins, County of Larimer, State of Colorado
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Date: JULY 2013
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Checked By. PM
K-25 257 T
Sheet
LS001
LUCASS STD DETAIL
DWG 707
LUCASS STD DETAIL
DWG 1603
EXISTING LANDSCAPE AREA
EXISTING SIGN TO BE REMOVED —
ROLLED TOP
STEEL EDGER IS501
8' UTILITY EASEMENT —
EXISTING OVERHEAD CANOPY —
(CANOPY LIGHTING TO COMPLY
W/ CURRENT LAND USE CODE)
EXISTING LANDSCAPE AREA —
CUSTOMER/INVENTORY PARKING —
AREA
EXISTING LIGHTING TO REMAIN —
SANITARY MH
RIM=5006 32
INV N=4995.52 (8" PVC)
INV S=4995.32 (8" PVC)
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INVENTORY PARKING AREA
EXISTING LANDSCAPE AREA
CUSTOMER PARKING AREA
EXISTING SIGN TO BE REMOVED
EXISTING HC PARKING STALLS
ACCESS POINT
EXISTING LANDSCAPE AREA
12' ACCESS,UTILITY AND
DRAINAGE EASEMENT
SANITARY MH
RIM=5003.19
INV N=4988.11 (8" CLAY)
INV E=4989 17 (4" PVC)
INV S=4986 99 (8" CLAY)
INV W=4987.00 (8' CLAY)
SITE PLAN
SCALE: 1 "=20'-O"
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14'-0"
18,-0"
is I
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9
-3"
24'-0"
18'-0"
SATURN DRIVE
(60' ROW)
0
18'-0"
LOT 1
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N89055'39"W 201.07' (M) —
N89.59'12"W 200.98' (R)
LOT 3
Air
-5"
ACCESS POINT(S)
LUCASS STD DETAIL
DWG 707
REPLACE EXISTING BACKFLOW
PREVENTION DEVICE WITH REDUCED
PRINCIPLE DEVICE
EXISTING TREE, TYP.
EXISTING BUILDING ENVELOPE
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' EXISTING PARKING AREA
PROPOSED BIKE PARKING AREA
LOT 2
I
EXISTING TREE, TYP.
I
EXISTING FENCE (3' HIGH)
EXISTING CONTOUR(S)
TRASH ENCLOSURE
PROPERTY LINE
EXISTING BUILDING ENVELOPE
CUSTOMER PARKING AREA
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20' 0 10' 20' 40' NORTH
6011m:03011
EXISTING STANDARD GRAY CONCRETE
EXISTING ASPHALT PAVEMENT
ASPHALT PATCH
PROPOSED CONCRETE PAVEMENT
---- SITE BOUNDARY
— — — — EASEMENT
PA PLANTING AREA
EXISTING LIGHT
PROPOSED BIKE RACK
EXISTING TREE
a
GENERAL LAND USE DATA
EXISTING ZONING
GENERAL
COMMERCIAL
PROPOSED ZONING
GENERAL
COMMERCIAL
EXISTING PARCEL SIZE
53,954 SF (1.24 AC)
MAXIMUM PROPOSED BUILDING HEIGHT
EXISTING
BUILDING TO REMAIN
LOT AREA
53,954 SF (1.24 AC)
PROPOSED PROJECT LAND USE DATA
SITE
AREA (AC)
SITE AREA (SF)
%TOTAL
EXISTING BUILDING COVERAGE
.16
AC
7,007 SF
13%
DRIVEWAY AND PARKING
.64
AC
27,955 SF
52%
PUBLIC STREET RIGHT-OF-WAY
.03
AC
1,392 SF
2%
OPEN SPACE
.41
AC
18,050 SF
33%
SITE PARKING DATA
TYPE OF PARKING COMPONENT*
COUNT
9'x18'-0"
31
BIKE PARKING DATA
(1) BIKE RACK
TOTAL 31
4 BIKE PARKING SPACES
OWNER'S CERTIFICATION
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNER'S OF THE
REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE
ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
SITE NOTES:
1. ANY DAMAGED CURB, GUTTER AND SIDEWALK �1�
EXISTING PRIOR TO CONSTRUCTION, AS WELL
t�__ (1¢_.. A. 2,D��j
AS STREETS, SIDEWALKS, CURBS AND �E E
GUTTERS, DESTROYED, DAMAGED OR REMOVED
DUE TO CONSTRUCTION OF THIS PROJECT,
SHALL BE REPLACED OR RESTORED TO CITY
OF FORT COLLINS STANDARDS AT THE OWN (SIGNED) DATE
DEVELOPER'S EXPENSE PRIOR TO THE
ACCEPTANCE OF COMPLETED IMPROVEMENTS
AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY. (STATE OF C o I o�gdo )
( )SS
2. THE EXISTING BUILDING IS NOT BEING (COUNTY OF L.0gc:04er' )
MODIFIED WITH THIS APPLICATION, THEREFORE
ELEVATIONS ARE NOT PROVIDED. SEE SHEETS SUBSCRIBED AND SWORN TO BE BEFORE THIS 3d~DAY OF 30(Y 20 13, BY WITNESS
LS103 AND LS104 FOR BUILDING PHOTOS. MY HAND AND OFFICIAL SEAL.
3. ALL EXISTING EXTERIOR LIGHT FIXTURES MUST If
BE UPGRADED SO THEY ARE FULLY SHIELDED
AND DOWN DIRECTIONAL. N A
4. THE LIGHTING UNDER THE CANOPY MUST BE en R� rtt 300
LESS THAN 20 FOOT CANDLES. MAXIMUM �ADDRESS
.�.TT(a �OSL>T
ONSITE LIGHTING LEVELS SHALL NOT EXCEED
10 FOOT-CANDLES. IF IT IS FOUND THAT THE 22�� 20
LIGHTING EXCEEDS THIS MAXIMUM, OWNER MY -COMMISSION EXPIRES
SHALL BE RESPONSIBLE FOR ALL LIGHTING
UPGRADES TO MEET CODE REQUIREMENTS.
5. ALL CONDUIT, METERS, VENTS AND OTHER DIRECTOR OF CURRENT PLANNING
APPROVED BY THE CURRY IRREgE,C,rTORR OF PLANNING OF THE CITY OF FORT COLLINS,
EQUIPMENT ATTACHED TO THE BUILDING COLORADO, THIS h '"OF ! " " _ 20 G�
SHALL BE PAINTED TO MATCH SURROUNDING
BUILDING SURFACES
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6. LIMITS OF STREET CUT ARE APPROXIMATE. �� '••.,�
FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEER INSPECTOR. DI U N LANNIN �• S� i
ALL REPAIRS TO BE IN ACCORDANCE WITH
THE CITY STREET REPAIR STANDARDS `�....«"'`•
STREET IMPROVEMENT NOTES
1. ALL STREET CONSTRUCTION IS SUBJECT TO THE STREET IMPROVEMENTS NOTES LISTED HERE.
2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE CITY OF FORT COLLINS ENGINEER
FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8
INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT.
3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE
EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE
A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE CITY OF FORT COLLINS ENGINEER IN
FORT COLLINS.
4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE -COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID
UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE CITY OF FORT COLLINS ENGINEER.
5. FT. COLLINS ONLY. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX
ADJUSTING RINGS ARE NOT ALLOWED.
6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL
CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE
DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE.
THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE CITY OF FORT COLLINS ENGINEER. ALL OVERLAY WORK SHALL BE
COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK.
7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO
SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN.
8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE CITY OF FORT COLLINS INSPECTOR AND PRIOR TO
INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN 1/4 INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED
AND RECONSTRUCTED TO DRAIN PROPERLY.
9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL
(WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL
"PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL
GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90
P.S.I.G. "PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH
EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE CITY OF FORT COLLINS ENGINEER, SHALL BE REWORKED, REPLACED OR
OTHERWISE MODIFIED TO FORM A SMOOTH, NON -YIELDING SURFACE. THE CITY OF FORT COLONS ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS
PRIOR TO THE "PROOF ROLL." ALL "PROOF ROLLS" SHALL BE PREFORMED IN THE PRESENCE OF AN INSPECTOR.
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Date: JULY 2013
Drawn By. JB
Checked By. PM
Sheet
LS101
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LUCASS STD DETAIL I
DWG 707
LUCASS STD DETAIL
O1 DWG 1603
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SITE PLAN ENLARGEMENT
3 E 3 £
60.2'
LUCASS STD DETAI
DWG 1603
2
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4'-6" 4' 6"
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CANOPY sTST r�
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^` rm
� STSl
32.0'
3 WALL MOUNTED
ELEC. JUNCTION
LOXES W/CONDUIT
TO GROUND
SCALE: 1 "=10'-0"
STREET
IMPROVEMENT NOTES
1.
ALL STREET CONSTRUCTION IS SUBJECT TO THE STREET IMPROVEMENTS NOTES LISTED HERE.
2.
A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO
THE CITY OF FORT COLLINS ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH
ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL
BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT.
3.
WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM
DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER
SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN
BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE CITY OF FORT COLLINS ENGINEER IN
FORT COLLINS.
4.
STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE —COMPACTED PRIOR TO SUBBASE
INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY
THE CITY OF FORT COLLINS ENGINEER.
5.
FT. COLLINS ONLY. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT
PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED.
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PA
STORM MH
RIM=5003.35
INV NW=5001.55 (4" PVC)
INV NW=5001.45 (4" PVC)
INV SE=5000.60 (8" PVC)
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5002.92
23.3,
10" PVC
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LUCASS STD DETAIL
DWG 707
LUCASS STD DETAIL
DWG 1603
H ' �O
9p-,4 3rJ
1 Y 1 L
9 23 2"E 201.00' (R)
9 3'50"E 201.11' (M)
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27.4'
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7" WIDE
CONCRETE
WALL
10, 0 5' 10, 20' NORTH
6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO
OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE
INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH
CHAPTER 25, RECONSTRUCTION AND REPAR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING
SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE CITY OF FORT COLLINS
ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS
DO NOT CUT THE NEW ASPHALT OVERLAY WORK.
7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN
M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT—OF—WAY WORK PERMIT TRAFFIC CONTROL
PLAN.
8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE CITY OF FORT
COLLINS INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN 1/4 INCH DEEP
OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN
PROPERLY.
SITE LEGEND:
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EXISTING STANDARD
GRAY CONCRETE
EXISTING ASPHALT
PAVEMENT
ASPHALT PATCH
PROPOSED CONCRETE
PAVEMENT
SITE BOUNDARY
EASEMENT
PLANTING AREA
EXISTING LIGHT
PROPOSED BIKE RACK
EXISTING TREE
SITE NOTES:
1. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING
PRIOR TO CONSTRUCTION, AS WELL AS STREETS,
SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT,
SHALL BE REPLACED OR RESTORED TO CITY OF FORT
COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR
TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS
AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
2. THE EXISTING BUILDING IS NOT BEING MODIFIED WITH THIS
APPLICATION, THEREFORE ELEVATIONS ARE NOT PROVIDED.
SEE SHEETS LS103 AND LS104 FOR BUILDING PHOTOS.
3. ALL EXISTING EXTERIOR LIGHT FIXTURES MUST BE
UPGRADED SO THEY ARE FULLY SHIELDED AND DOWN
DIRECTIONAL.
4. THE LIGHTING UNDER THE CANOPY MUST BE LESS THAN
20 FOOT CANDLES. MAXIMUM ONSITE LIGHTING LEVELS
SHALL NOT EXCEED 10 FOOT-CANDLES. IF IT IS FOUND
THAT THE LIGHTING EXCEEDS THIS MAXIMUM, OWNER SHALL
BE RESPONSIBLE FOR ALL LIGHTING UPGRADES TO MEET
CODE REQUIREMENTS.
5. ALL CONDUIT, METERS, VENTS AND OTHER EQUIPMENT
ATTACHED TO THE BUILDING SHALL BE PAINTED TO MATCH
SURROUNDING BUILDING SURFACES
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS
ARE TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE
WITH THE CITY STREET REPAIR STANDARDS.
9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE
BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE
AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE
REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE
HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS.
WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. "PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT
SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE
PUMPING OR DEFORMATION, AS DETERMINED BY THE CITY OF FORT COLLINS ENGINEER, SHALL BE REWORKED,
REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON —YIELDING SURFACE. THE CITY OF FORT COLLINS
ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE "PROOF ROLL." ALL "PROOF ROLLS" SHALL BE
PREFORMED IN THE PRESENCE OF AN INSPECTOR.
K - 2 5 2577
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Date: JULY 2013
Drawn By. JB
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Sheet
LS401
EXISTING CMU
BLOCK WALL
(1) 3 YARD TRASH
DUMPSTER (BY OTHERS)
PEDESTRIAN
ACCESS TRASH ENCLOSURE
GATE
2'-6" 1
TRASH ENCLOSURE
SCALE:1/4"=1'-0"
Curb to retain
ground behind the
walk, if needed.
Walk
Curb
Gutter
(Radius varies)
2
•� Transition
back of walk
. (tYp) --i
Wood float
finish thru
ramp
Broom finish
Wood float finish thru ramp
Walk Broom finish
Curb
Gutter
r
UP
°o
m` . Truncated Dome
Warning Detection
5a a'0.
-tx 0�l- 1
Curb (optional)
CORNER LOCATION Only if needed
Transition back of walk (typ.)
112 ax. _Rh„ Broom finish
t~—
I-F51 6
\ Truncated Dome
z
(min.) (min)
Warning Detection
5
MID -BLOCK LOCATION
"
3
at the corners of the
truncated dome warning
0
2'-0" 1 6'
cYi
truncated dome warning
detect
c
c
ron
1:25 slope (max.)
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SECTION A -A
NOTES
1. * 6" Thickness applies to entire ramp area.
2. ** 1 :25 Unless a landing behind ramp (then ramp can be 1 :12
with 1 :20 on the truncated dome warning)
3. See CONST. DWO. 16061 and 1007 for Fort Collins
4. See CONST. DWO. 1614, 1615 and 1616 for Loveland
ACCESS RAMP DETAILS
LAR COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA
STREET STANDARD
DRAWINGS DATE: 04/01/07 1603
SCALE:
SCALE: i
^' '^'"'^ STAKES
LONG,
STEEL
ES TO
DNG
SOD, SEED. ETC. PLANTING AREA
ROLLED TOP STEEL EDGER
SCALE: 3"=1'-0"
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INSTALL (3) 6" /4 DOWELS 012"O.C.
(EPDXY COATED AND DEFORMED)
ELEV. C =
rL ELEV. _ -2.35
STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV)
LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 04/O1/07 707
SCALE:NTS
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5.25'
PLAN VIEW
EXISTING 24"
RCP OUTLET
INSTALL NEW 3'x3'x8"
CONCRETE PAD
(4,000pel, CLASS B,
PER CITY STORMWATER
STANDARD DETAIL D-41)
EXISTING INLET GRATE
(PROTECT IN PLACE)
ELEV. A POND INV.
0.00
ELEV. B WCQV ELEV.
1.79
ELEV. C 100-YEAR WSEL
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LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 03/O1/02 70 2
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ELEV. A
8" 1/4" (MIN.) THICK
STEEL FLOW CONTROL
(TYi PLATE
FLOW CONTROL PLATE
NOTES:
1. ALL EXISTING EXTERIOR LIGHT FIXTURES MUST
BE UPGRADED SO THEY ARE FULLY SHIELDED
AND DOWN DIRECTIONAL.
2. THE LIGHTING UNDER THE CANOPY MUST BE
LESS THAN 20 FOOT CANDLES. MAXIMUM ONSITE
LIGHTING LEVELS SHALL NOT EXCEED 10
FOOT-CANDLES. IF IT IS FOUND THAT THE
LIGHTING EXCEEDS THIS MAXIMUM, OWNER
SHALL BE RESPONSIBLE FOR ALL LIGHTING
UPGRADES TO MEET CODE REQUIREMENTS.
3. ALL CONDUIT, METERS, VENTS AND OTHER
EQUIPMENT ATTACHED TO THE BUILDING SHALL
BE PAINTED TO MATCH SURROUNDING BUILDING
SURFACES
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FINAL DEVELOPMENT PLAN SUBMITTAL -LANDSCAPE PLAN
MAGNUM MOTORS OF LOVELAND (5900 SOUTH COLLEGE AVE)
Fort Collins, Colorado
SATURN DRIVE
(60' ROW)
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EXISTING TREE TO BE PROTECTED
SPECIES: GREEN ASH
SIZE: 9"
CONDITION: FAIR
EXISTING TREE TO BE PROTECTED
SPECIES: GREEN ASH
SIZE: 7"
CONDITION: FAIR -GOOD
TREE PROTECTION PLAN
SCALE: 1 "=20'-0"
EXISTING TREE TO BE PROTECTED
SPECIES: AUSTRIAN PINE
SIZE: 16"
CONDITION: FAIR
EXISTING TREE TO BE PROTECTED
SPECIES: HACKBERRY
SIZE: 10"
CONDITION: GOOD
I� 8' UTILITY
EASEMENT
EXISTING TREE TO BE PROTECTED
SPECIES: HACKBERRY
SATURN DRIVE
SIZE: 7"
CONDITION: GOOD
(601 ROW)
EXISTING TREE TO BE PROTECTED
SPECIES: HACKBERRY
/E
SIZE: 2"
CONDITION: GOOD
EXISTING TREE TO BE PROTECTED
SPECIES: HACKBERRY
SIZE: 3"
CONDITION: POOR
j� EXISTING TREE TO BE PROTECTED
I SPECIES: SIBERIAN ELM
SIZE: 9"
CONDITION: POOR
EXISTING TREE TO BE PROTECTED
SPECIES: COFFEE TREE
SIZE: 3"
I CONDITION: FAIR
o II EXISTING TREE TO BE PROTECTED
SPECIES: COFFEE TREE
SIZE: 1 "
CONDITION: FAIR -POOR
r ` EXISTING TREE TO BE PROTECTED
SPECIES: PLAINS COTTONWOOD
SIZE: 14"
J CONDITION: FAIR
r III R
r
LOT 3
llu I_ EXISTING TREE TO BE PROTECTED
SPECIES: COFFEE TREE
SIZE: 4"
CONDITION: FAIR -GOOD
EXISTING TREE TO BE PROTECTED r-� �� EXISTING TREE TO BE PROTECTED
SPECIES: HACKBERRY �/1 SPECIES: BLUE SPRUCE
SIZE: 7" \� SIZE: 4"
CONDITION: FAIR 1 CONDITION: GOOD
EXISTING TREE TO BE PROTECTED
SPECIES: HACKBERRY I
SIZE: 7" I
CONDITION: FAIR
EXISTING TREE TO BE PROTECTED
SPECIES: PINYON PINE
SIZE: 5"
CONDITION: FAIR -POOR'
m
LOT 1
IT ACCESS, UTILITY &
DRAINAGE EASEMENT
EXISTING TREE TO BE PROTECTED
SPECIES: COFFEE TREE
r
/ SIZE: 4"
CONDITION: FAIR -GOOD
EXISTING TREE TO BE PROTECTED
SPECIES: AUSTRIAN PINE
SIZE: 6"
CONDITION: GOOD
EXISTING TREE TO BE PROTECTED
SPECIES: PINYON PINE
SIZE: 4"
CONDITION: POOR
EXISTING TREE TO BE PROTECTED
SPECIES: HACKBERRY
SIZE: 4"
CONDITION: POOR
EXISTING TREE TO BE PROTECTED
SPECIES: PLAINS COTTONWOOD
SIZE: MULTI -STEM (15,15,12)"
CONDIIII&f. 2FAIR
EXISTING TREE TO BE PROTECTED
SPECIES: BOXELDER CLUMP
SIZE: 7"
CONDITION: POOR
EXISTING TREE TO BE PROTECTED
SPECIES: PEACHLEAF WILLOW
SIZE: MULTI -STEM (6,6,6)"
CONDITION: POOR
i EXISTING TREE TO BE PROTECTED
SPECIES: PLAINS COTTONWOOD
SIZE: 7"
CONDITION: FAIR -POOR
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20' 0 10' 20' 40'
NORTH
LANDSCAPE NOTES:
1. PLANT QUANTITIES SHOWN FOR INFORMATION ONLY, CONTRACTOR RESPONSIBLE
FOR VERIFYING QUANTITIES.
2. ALL LANDSCAPING AND PLANTS TO BE LOCATED NOT TO INTERFERE WITH
EXISTING OR PROPOSED UTILITIES, UTILITIES TO BE FIELD VERIFIED PRIOR TO
ANY PLANTING.
3. ALL PLANT MATERIAL TO BE AMERICAN ASSOCIATION OF NURSERYMEN (AAN)
NUMBER ONE GRADE.
4. PLANTS ARE SIZED AS CALLED OUT ON PLANT LIST UNLESS OTHERWISE NOTED
ON PLANS.
5. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS,
SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NO LESS THAN EIGHT (8)
INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO
THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX (6)
INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT
LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND
(1,000) SQUARE FEET OF LANDSCAPE AREA.
6. TREES LOCATED IN BIOSWALE ADJACENT TO PARKING LOT SHALL BE PLANTED
FLUSH WITH THE PROPOSED FLOWLINE OF BIOSWALE. FOR FLOWLINE AND
GRADING INFORMATION -SEE CIVIL SHEETS.
7. CONTRACTOR SHALL MITIGATE SOIL IN BIO-RETENTION AREA AND SHALL
FURNISH AND INSTALL APPROPRIATE SOIL MIX WITH PROPER AMENDMENTS TO
PROMOTE AMPLE PERCOLATION TO CURRENT CITY STANDARDS.
IRRIGATION NOTES:
1. ALL SHRUB BEDS TO BE IRRIGATED WITH DRIP OR BUBBLERS.
2. LANDSCAPE IRRIGATION SYSTEM TO BE REVIEWED AND APPROVED BY CITY
WATER UTILITIES PRIOR TO CONSTRUCTION.
TREE PROTECTION NOTES:
1. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE
NO CUT OR FILL OVER A FOUR -INCH DEPTH UNLESS A QUALIFIED ARBORIST
OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
2. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT
COLLINS FORESTRY STANDARDS.
3. PRIOR AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL
PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING
A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO
CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (1) OF THE
DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR
MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED
TREE PROTECTION ZONE.
4. DURING CONSTRUCTION THERE SHALL BE NO CLEANING OF EQUIPMENT OR
MATERIALS OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS
PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER
MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY
PROTECTED TREE OR GROUP OF TREES.
5. NO DAMAGING ATTACHMENTS, WIRES, SIGNS OR PERMITS MAY BE FASTED TO
ANY PROTECTED TREE.
6. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND
FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE
ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING
TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER
DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND
IS SCALED FROM THE TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN
THE TREE PROTECTION CHART OF THE FORT COLLINS LAND USE CODE SECTION
3.2.1.
7. CONTACT THE CITY FORESTRY DIVISION TO REVIEW ANY ROOTS EXPOSED THAT
WILL NEED TO BE PRUNED FOR SIDEWALK PLACEMENT THAT ARE OVER 2 INCH
DIAMETER.
8. CONCRETE BLANKETS TO BE PLACED AROUND THE TRUNKS OF THE THREE
EXISTING TREES ALONG SATURN DURING SIDEWALK CONSTRUCTION IN PLACE OF
TREE PROTECTION FENCING.
9. TREE PRUNING SHALL BE PERFORMED BY A BUSINESS HOLDING A CURRENT
CITY OF FORT COLLINS ARBORIST LICENSE TO PROVIDE MINIMUM CLEARANCE
OVER THE NEW SIDEWALK.
METHOD OF TREE RELOCATION:
1. THE SIZE OF THE MECHANICAL TREE SPADE TO BE USED FOR TRANSPLANTING
SHALL BE 10" (MINIMUM) IN SIZE FOR EVERY 1" OF TREE CALIPER. MINIMUM
SIZE SPADE SHALL BE 48".
LEGEND:
TREE TO BE PROTECTED
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Sheet
LP101
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INSTALL ROLLED TOP STEEL EDGER
ALONG PLANTING AREA
LOW HYDROZONE
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MODERATE HYDROZONE
PLANTING PLAN
SCALE: 1 "=20'-0"
SATURN DRIVE
(60' ROW)
I110SM
=RATE HYDROZONE
20' 0 10' 20' 40' NORTH
LANDSCAPE LEGEND: HYDROZONE LEGEND:
MULCH (SHREDDED CEDAR MULCH-4" DEPTH) L_ —I MODERATE HYDROZONE
I I
LOW HYDROZONE
PERENNIALS
LANDSCAPE SCHEDULE
QTY. SYM BOTANIC NAME COMMON NAME SIZE HYDROZONE
DECIDUOUS TREES
3 GTR
CONIFEROUS TREES
4 PST
DECIDUOUS SHRUBS
GLEDITSIA TRIACANTHOS VAR THORNLESS HONEYLOCUST
INERMIS
PINUS STROBIFORMIS
CORNUS SERICEA 'ISANTI'
SOUTHWESTERN WHITE PINE
ISANTI DOGWOOD
17
PBE
PRUNUS BESSEYI
WESTERN SANDCHERRY
43
RAL
RIBES ALPINUM
ALPINE CURRANT
10
EAL
EUONYMUS ALTA 'COMPACTUS'
DWARF BURNING BUSH
ORNAMENTAL GRASSES
3" CAL.
3" CAL.
L,M
L,M
5 GAL. M
5 GAL. L,M
5 GAL. L,M
5 GAL. M
114
CAC
CALAMAGROSTIS X ACUTIFLORA
FEATHER REED GRASS
1 GAL.
M
'KARL FOERSTER'
12
MSI
MISCANTHUS SINENIS
DWARF MAIDEN GRASS
1 GAL.
L
'YAKUSHIMA'
43
PVI
PANICUM VIRGATUM
SWITCHGRASS
1 GAL.
L
93
SSC
SCHIZACHYRIUM SCOPARIUM
LITTLE BLUESTEM
1 GAL.
L
93
SHE
SPOROBOLUS HETEROLEPIS
PRAIRIE DROP SEED
1 GAL.
M
PERENNIALS - GROUND COVER
56 EPU ECHINACEA PURPUREA PURPLE CONEFLOWER 1 GAL. L
45 GOD GALIUM ODORATUM SWEET WOODRUFF 1 GAL. L
LANDSCAPE NOTES:
1. ALL WORK SHALL CONFORM TO LOCAL CITY CODES. ALL LANDSCAPING AND PLANTS TO BE LOCATED
NOT TO INTERFERE WITH EXISTING OR PROPOSED UTILITIES. CONTRACTOR SHALL VERIFY LOCATION OF
ALL UNDERGROUND UTILITIES, LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE
TO THESE UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER OR
LANDSCAPE ARCHITECT.
2. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN (AMERICAN ASSOCIATION OF
NURSERYMEN) SPECIFICATIONS FOR NUMBER ONE GRADE.
3. PLANT QUANTITIES SHOWN FOR INFORMATION PURPOSES ONLY, CONTRACTOR TO VERIFY ALL
QUANTITIES.
4. ALL TREE AND SHRUB LOCATIONS SHALL BE STAKED BY CONTRACTOR AND APPROVED BY LANDSCAPE
ARCHITECT.
5. PLANT SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT/CITY
FORESTER.
6. PLANTS SHALL BE INSTALLED IMMEDIATELY UPON DELIVERY TO SITE, IF THIS IS NOT POSSIBLE,
PLANTS SHALL BE HEELED IN AND WATERED TO PREVENT DEHYDRATION.
7. THE SOIL IN ALL LANDSCAPE AREAS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS
THAN EIGHT (8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE
SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX (6) INCHES BY TILLING, DISCING OR
OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT
PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA.
8. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED
ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED ON THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS
PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT MAY RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF
OCCUPANCY.
9. THE DEVELOPER SHALL CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT
THE COMPLETION OF THE DEVELOPMENT. ALL TREES NEED TO HAVE BEEN INSTALLED AND
PROTECTED AS SHOWN ON THE LANDSCAPE PLAN. FAILURE TO OBTAIN APPROVAL BY THE CITY
FORESTER FOR TREES SHALL RESULT IN A HOLD ON CERTIFICATE OF OCCUPANCY.
WATER RUDCFT CHART
HYDROZONE
AREA SF
WATER NEED GAL. SF
ANNUAL WATER USE GAL.
HIGH
- SF
18 GAL. SF
- GAL.
MODERATE
6,260 SF
10 GAL./SF
62,600 GAL.
LOW
2,815 SF
3 GAL. SF
8,445 GAL.
TOTAL
9,075 SF
7.8 GAL. SF
71,045 GAL.
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LP102
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WEBBING AT i HEIGHT OF TREE.
GUY WIRE.
WARNING SLEEVE ON ALL GUYS
FOR ALL TREES IN LAWN OR
PEDESTRIAN TRAFFIC AREAS.
ROOT CROWN 2" ABOVE EXISTING
GRADE.
MULCH.
FINISH GRADE.
REMOVE WIRE TIES AND BURLAP
FROM TOP j OF ROOTBALL.
GUY ANCHOR, TOP OF ANCHOR
TO BE FLUSH WITH FINISH GRADE.
BACKFILL MATERIAL.
E— COMPACTED SUBGRADE.
lh X ROOTBALL DIA.
EVERGREEN TREE PLANTING
SCALE: NTS tree—evg.dwg
1i
2 O.C. SPACING MIN.
WALL, CONC HEADER,
OTREE TRUNKS PLANTS SHALL BE EQUAL
DISTANT APART (SEE PLANT
EQ. EQ. LIST AND PLANT SPACING
DETAIL FOR SPACING)
2" MIN. MULCH OVER
ENTIRE BED; DO NOT
COVER CROWNS OF
PLANTS
r 2" MOUNDED SAUCER
EXTENDING
co UNDER PLANTS;
USE SPECIFIED
1 L-—� PLANTING SOIL MIX
PERENNIAL
SCALE: NTS
PLANTING
FILTER FABRIC
.54
DT—Perennial.dwg
WEBBING AT 1/2 TREE HEIGHT
TREE WRAP
6' MIN. WOOD POSTS (2).
ROOT CROWN 2" ABOVE
EXISTING GRADE.
MULCH.
FINISH GRADE.
REMOVE WIRE TIES AND BURLAP
FROM TOP 3 OF ROOTBALL.
BACKFILL MATERIAL.
SUBGRADE.
1Y X ROOTBALL DIA.
DECIDUOUS TREE PLANTING
SCALE: NTS
�a caJV
/ EQUAL
TRIANGULAR
SPACING
DT—tree—Decid.dwg
SHRUB CENTER
TRIANGULAR SHRUB SPACING
SCALE:NTS
DT—Shrub—Space .dwg
1/2 O.C. SPACING
MIN. TO WALLS, CONC HEADER
AD TDCC TDIIAIVC
SHRUB PLANTING
SCALE: NTS
MULCH.
BACKFILL MATERIAL.
COMPACTED SUBGRADE.
SCARIFY SIDES
& BOTTOM
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LP501