HomeMy WebLinkAboutCENTRE AVENUE RESIDENCES LOT 1 712 MIDPOINT DRIVE - Filed MA-MINOR AMENDMENT - 2011-06-23LEGEND SIGNAGE TYPES 00
TYPE 1: FIRE LANE, NO PARKING _
HANDICAP PARKING STALL TYPE 2: FIRE LANE, NO PARKING. PICK-UP, DROP-OFF ONLY - - - -"-- -- -- ,--- '
TYPE 3: ONE WAY (WITH ARROW)
ELECTRIC TRANSFORMER TYPE 4: ONE WAY: DO NOT ENTER _ _ _ ® ,1° ®-
R HANDICAP ACCESSIBLE RAMPS \j - low NOTES ®♦ ♦ go '
® T TRASH ENCLOSURE i SIGNAGE - _---"-- ®
1. REFER TO SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN A BUFFER ZONE - go ♦ � - --,. r 'J
\ ®� EASEMENT LINE C� BIKE RACK - -"'- - _ -- ® ♦ /--00 '� --, ""
\ ®WIN PROPERTY LINE PROPOSED LIGHTS so
4V#* /Willi ♦ ♦ ♦ ♦
00
- 00
® \ ' COLORED CONCRETE ` \\', EXISTING LIGHT ♦ � ♦ ♦ -
CSU RESEARCH ♦ —
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, FOUNDATION • •
--
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LIMITS OF DEVELOPMENT
LINE
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PROP
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SEMEt`� PROPOSED GRADES (1' CONTOURS) I �, , • f�'
p1TCH EA .., LIMITS OF DEVELOPMENT \ //
LINE /
RETAINING WALL, "
£ `
RE. CIVIL DETENTION
9 ar
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---, \�- �DETENTION�
NATURAL FEATURE BUFFER LINE
W 21
F RETAINING WALL, RE.
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J \ \ ENCLOSURE
`• �✓ \ SIDEWALK
$ CHASE
/ I PAWNEE LEASING
EXISTING •
SIDEWALK 7
f! \ BUILDING ONE i EXISTING
\ iv PHASE I , BUILDING TWO; , CONCRETE
5' WALK, TYP. PHASE 11 -- / \, PLAZA
,\ TYPE 1 SIGN
/ —10'UTILITY BUILDING ENVELOPE (TYP.) _
i ----i-EXISTING
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PLANTER
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CALL UTILITY NOTIFICATION CENTER OF
COLORADO
•
Know what's below.
CBII before you dig.
f SBUSINESSDAYSINPDVMICEBEFCFE
DIG. GRADE. M E% VATE iO EMM(M
UNDERGRWND MEMBER URIIIES
R."
LAND -USE STATISTICS
EXISTING ZONING:
E, EMPLOYMENT ZONE
LAND USE SUMMARY:
SF AC
GROSS LAND AREA:
105,608 2.424
TOTAL DWELLING UNITS:
10
OVERALL DENSITY:
4.12 UNITS / ACRE
GROSS AREA COVERAGE:
SF AC
% OF GROSS AREA
BUILDING FOOTPRINT
8,848 0.20
8%
DRIVES
10,360 0.24
10%
SIDEWALKS
5,365 0.12
50/0
LANDSCAPING
45,302 1.04
43%
FUTURE PHASES
35,733 .82
34%
TOTAL GROSS COVERAGE:
105,608 2.42
100%
OFF-STREET PARKING
PROVIDED
REQUIRED
GARAGE SPACES
20 (2 HC)
OFF-STREET SPACES
18 (2 HC)
_
TOTAL SPACES
38
18
BICYCLE SPACES PROVIDED:
5 (13% OF 38 SPACES)
DWELLING UNIT BREAKDOWN:
UNIT TYPE:
UNIT QTY.
TOTAL BR'S'
TWO BEDROOM UNITS,
10
20
FLOOR AREA RATIO:
GROSS S.F
35,408
FLOOR AREA RATIO
1.01
BUILDING HEIGHT:
MAXIMUM HEIGHT:
TOTAL STORIES'
BLDG 1
60'5"
4
WILDLIFE CORRIDOR
SO. FT.
S.F. REQUIRED BASED ON 50' SETBACK FROM TOP OF DITCH:
23,461
'"S.F. PROVIDED BASED ON AVAILABLE
WILDLIFE CORRIDOR:
26,257
ADDITIONAL S.F. PROVIDED:
2,796
"SEE SITE PLAN (THIS SHEET) FOR AVAILABLE WILDLIFE CORRIDOR
LABELED WATURAL FEATURE BUFFER LINE'
\ J
22
EMERGENCY �
O® `
EMERGENCYACCESS - ---- ��`J /��, ^, ® j� ACCESS `\ /
EASEMENT �- _ ��\ EASEMENT ,, PROPf C.),C
_ { R
EMERGENCY ACCESS \, 00
100 ° IN PLAZA— .� ® li r VAN ACCESSIBLESIGNS
\ ® \ j `\ �\ 5' WALK
100
MATCH TO
-40 ��" �. �' i EXISTING
\ o
\, EXISTING -' R
� SIDEWALK
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EMERGENCY—//
ACCESS
9 i EASEMENT
\(PBIKE
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RACK
\ \e,531 G� 11
TYPE 2SIGN t'(P
\ O O _ _—EMERGENCY
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7m� BUILDING THREE
PHASE III
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landscape architecture I planning I illustration
444 Mountain Ave. Ta 970.532.5B91
Berthoud,C080513 vEB TBGroup us
CENTRE AVENUE
RESIDENCES
(ARROWHEAD)
Minor
Amendment
712 CENTRE AVENUE
FORT COLLINS,
COLORADO
OWNER:
EVERITT COMPANIES
3003 E HARMONY ROAD
STE 400
FORT COLLINS, CO 80525
PH: 970.226.1500
FX: 970.223.4156
JUNE 10, 2011
SITE PLAN
SHEET NUMBER: LS 1
OF: 2
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`\ BUILDING 3
(PHASE 3)
IF
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INLET A3
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/ 1
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'INLET A4
- `? STA 12+36.14 } -
N: 119846.74
E: 191098.64
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OPITAIER T'-1 H Ifl (CO) QRS
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BUILDING 1
(PHASE 1)
FFE=45.80
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STORM LINE A2
q STMH A2 \ \
STA 11+24.67
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` = E: 191017.51 \INLET At
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N: 119982.16
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PROVIDE RIPRAP (�
PAD, SEE DETAIL f Z
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E: 191051.60 I
47.77 LF
OF 18" RCP 11 111
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EXISTING
2-STORY
nrnrr of w nlnlr
STORM DRAIN LINE A ® NORTH
(PHASE 1)
PROFILE SCALE:
HORIZ. 1 "=30'
VERT. 1 "-5'
5055
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BUILDING 1 %
(PHASE 1)
FFE=45.80
45
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STMH A2
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INLETA2-1 i (STORM LINE A)
STA 10+34.85 _ ! ' / STA 11+24.67
'+ N: 119904.47 E: 190986.05/ N: 119919.48
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STORM DRAIN LINE A2
(PHASE 1)
PROFILE SCALE:
HORIZ. 1"=30'
VERT. 1 "=5'
�
a
zi
5060
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1 CD z
5060
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5030
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11+00 10+00 9+70
30 0 30 60 90 Feet
( IN FEET )
1 inch = 30 ft.
x4e3 ►I-93
PROPOSED STORM SEWER
PROPOSED FLARED END SECTION (FES)
PROPOSED STORM MANHOLE
PROPOSED CONTOUR
35--
EXISTING CONTOUR
EXISTING STORM SEWER
EXISTING WATERLINE
EXISTING SANITARY SEWER
EXISTING PHONE LINE
EXISTING CABLE LINE
EXISTING GAS LINE
ELECTRIC LINE
EXISTING EDGE OF ASPHALT
PROPERTY BOUNDARY
— —
RIPRAP (SEE EROSION CONTROL
DETAILS)
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND
UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF
THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES
AND TO THE INSIDE WALL OF INLET BOX STRUCTURES. SPECIFIED
LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END
SECTIONS. PIPES SHOWN IN PROFILE VIEW REPRESENT THE
NORMAL INSIDE DIMENSIONS.
3. SEE DETAIL SHEETS FOR MANHOLE DIAMETERS AND INLET
DIMENSIONS.
4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL,
BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS -OF -WAY SHALL
BE GOVERNED BY THE LOCAL JURISDICTION. ALTERNATES (SUCH AS
ADS N-12) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN
ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT'
USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 FOR PLASTIC PIPE).
5. COORDINATE COLOR OF ALL EXPOSED RIPRAP WITH LANDSCAPE
ARCHITECT.
6. CONTRACTOR ACKNOWLEDGES THE PRESENCE OF EXISTING DRY
UTILITIES WITHIN THE WORK AREA, AND SHALL BE RESPONSIBLE
FOR ALL COORDINATION AND ANY RELOCATION NECESSARY FOR
INSTALLATION OF IMPROVEMENTS DEPICTED HEREIN.
INLET SCHEDULE:
INLET NAME
INLET TYPE
SIZE
QUANTITY
INLET Al
AREA INLET
2.5'x2.5' *
1
INLET A2-1
AREA INLET
2'x2' *
1
INLETA3
AREA INLET
2.5'x2.5' *
1
INLETA4
COMBINATION
SINGLE
1
INLET F
AREA INLET
ROUND
1
* INSIDE DIMENSIONS, SEE DETAIL
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
QA
Know whats below.
Call before you dig.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROV D: Afte / � O
y En eer -Date
CHECKED BY: dA
-Water Waste r er EiTi y
CHECKED BY: _
rm er 11y Date
CHECKED BY: AM
Parks & Recreatione
CHECKED BY: %UA
Tra is ngmeer
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41,
NATIVE GRASS MIX PER
EROSION CONTROL PLANS
- --- - Jq- ---
` KCT
POP
DP i
\
p
` R
�
i
ADJUST LANDSCAPE
AS NECESSARY TO
/'\�..
-
AVOID CONFLICTS
WITH AC UNITS
,
\
R \
y.
y
O
ADJUST LANDSCAPE -------
AS NECESSARY TO
2�
AVOID CONFLICTS
'\
WITH VAULTS'',
O
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,I
r
� l 4"
V
LANDSCAPE TO BE
REVISED WITH FUTURE
000
000 _ ®...• *'
*00
!> rim '- \ I
l
P,
l
rY DISTURBED AREAS - �
\ OUTSIDE OF PHASE 1 -
BOUNDARY SHALL BE
% SEEDED WITH NATIVE
GRASS MIX PER �7,I
(I EROSION CONTROL
PLANS
I ,
BOULDER SEAT WALL
R
ftliftti
5
a
\ — R,S
t -(- r
SANDSTONE AND
BOULDER MONUMENT
SIGN
HYDROZONE TABLE \;\ r
\
DEVELOPMENT OF
ADJACENT PAD SITE
\
- DISTURBED AREAS
I 1
- OUTSIDE OF PHASE 1
\
BOUNDARY SHALL BE - O'
\I
'�11R
SEEDED WITH NATIVE !
GRASS MIX PER
_
EROSION CONTROL
PLANS \
PLANT LIST
KEY
QTY
RATIO
COMMON NAME
BOTANICAL NAME
HEIGHTMADTH
SIZE
SHADE/CANOPY TREES -
17
HI
4
11.8%
HONEYLOCUST, IMPERIAL
Gleditsiatriacanthos inermis'lmperial
35735'
2.0 cal. BB
KCT
2
5.9%
KENTUCKY COFFEE TREE, SEEDLESS
Gymnocladus dioicus 'Espresso'
50'/45'
2.0 cal. BB
RRM
1
2.9%
MAPLE, ROYAL RED
Acer platanoides'Royal Red'
4071
2.0 cal. BB
RSM
3
8.8%
MAPLE, RED SUNSET
Acer rubrum'Red Sunset'
45740'
2.0" cal. B
OCS
4
11.8%
OAK, FASTIGIATE ENGLISH
Quercus obur'Fastigiate'
50'/20'
2.0" cal. B
RO
3
8.8%
OAK, RED
Quercus rubra
60'/45'
2.0" cal. B
ORNAMENTALTREES-
8
PFC
2
5.9%
CRABAPPLE, PRAIRIE FIRE
Malus spp.'Prairie Fire'
25'/20'
1.5" cal. B
SSC
3
8.8%
CRABAPPLE, SPRING SNOW
Malus spp.'Spdng Snow`
25'/20'
1.5" cal. B13
CLP
3
8.8%
PEAR, CHANTICLEAR
Pyrus calleryanna'Chantileae
25'/20'
1.5" cal. B
EVERGREEN TREES-
9
BSP
3
8.8%
PINE, BOSNIAN
Pinus, leucodermis
20'/10'
6'-8' BB
PDP
6
17.6%
PINE, PONDEROSA
Pinus ponderosa
70'/40'
6'-8' BB
EVERGREEN SHRUBS -
71
0
19
-
JUNIPER, BUFFALO
Juniperus sabina'Buffalo'
18"1
5 Gallon
01
15
-
JUNIPER, SCANDIA
Juniperus sabina'Scandia'
2'/6'
5 Gallon
6
-
JUNIPER, MEDORA
Juniperus scopulorum'Medora'
15'/4'
7 Gallon
31
-
PINE, MUGO'WHITE BUD'
Pinus mugo'White Bud'
274'
5 Gallon
DECIDUOUS SHRUBS -
150
O
14
-
CHOKEBERRY, BRILLIANT RED
Aronia arbutifolia'Brilliantissima'
6/6'
5 Gallon
8
-
COTONEASTER, PEKING
Cotoneasterlucidus
10'/6'
5 Gallon
O
11
-
EUONYMUS, EMERALD AND GOLD
Euonymus fortunei 'Emerald and Gold'
2'/4'
5 Gallon
®
4
-
DAPHNE, CAROL MACKIE
Daphne x burkwoodi'Carol Mackie'
4'/4'
5 Gallon
4)
23
-
DOGWOOD, ISANTI
Comus stolonifera'lnsanti'
4'/6'
5 Gallon
®
14
-
LILAC, DWARF KOREAN
Syringa meyed'Palibin'
5'/5'
5 Gallon
11
-
NINEBARK, SUMMER WINE
Physocarpus opuliolius 'Summer Wine'
6/6'
5 Gallon
G
58
-
POTENTILLA, MCKAYIS WHITE
Potentilla fruticosa'Mckay's White'
2'/2'
5 Gallon
4
-
SAND CHERRY, WESTERN
Prunus besseyi
6/6'
5 Gallon
3
-
VIBURNUM, BURKWOOD
Viburnum x burkwoodii
8'/8'
5 Gallon
ORNEMANTAL GRASSES
147
•
46
-
GRASS, AVENA
Helichtotrichon sempervirens
272'
1 Gallon
0
101
-
GRASS, FEATHER REED
Calamagrostis acutiflora'Kari Foerster'
472'
1 Gallon
PERENNIALS-
92
38
COLUMBINE, SPP
Aquilegia crysantha spp.
2'/2'
1 Gallon
•
45
LAVENDER, ENGLISH
Lavandula angustifolia'Munstead'
18" / 18"
F15 Flat
(
9
VINE, TRUMPET
Parthenocissus quinquefolia
N/A
1 Gallon
5 - LANDSCAPE NOTES
ZONE AREA WATER USE TOTAL
HIGH N/A N/A N/A \�\, ----"�`3- _ 1 -STREET AND ORNAMENTAL TREES SHALL BE PLANTED NO CLOSER THAN FORTY (40) FEET AND FIFTEEN (15) FEET RESPECTIVELY FROM STREET LIGHTS NO TREES SHALL BE PLANTED WITHIN TEN (10) FEET FROM WATER AND SEWER LINES,
- FOUR (4) FEET FROM GAS, TELEPHONE AND ELECTRIC UTILITIES, AND TEN (10) FEET FROM ANY DRIVEWAY
MODERATE SF GAUSF 118,500 GAL.
N/A 27, N/N/A N/A 2 - MINIMUM CLEARANCE OF THREE (3) FEET ON EACH SIDE OF FIRE DEPARTMENT CONNECTION (FDC). NO VEGETATION OTHER THAN TURF OR GROUND COVERS PLANTED IN FRONT OF FDC.
LOW ; ."- - - - -' -��' - 3 -ALL LANDSCAPE AREAS SHALL BE MAINTAINED, INCLUDING MOWING, WATERING AND FERTILIZING BY CONTRACTOR, UP TO FINAL ACCEPTANCE. AT SUCH TIME OWNER WILL BE RESPONSIBLE FOR ALL MAINTENANCE. LANDSCAPE AND
VERY LOW 7,400 0 GAUSF 0 GAL " " IRRIGATION WILL BE WARRANTED FOR ONE (1) FULL YEAR AFTER FINAL ACCEPTANCE BY OWNER. TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS SHALL BE CONSIDERED AS ELEMENTS OF
THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE
TOTAL / AVERAGE 39,250 SF 118,500 GAL 3.02 GAUSF - - - OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND
- - - REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.
4 -TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.
5 - PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATIONS AND A SMOOTH TRANSITION BETWEEN ALL ADJACENT EXISTING GRADES AND PROPOSED GRADES
CENTRE AVENUE RESIDENCES - TREE AND GROUNDCOVER PLAN 6- PRIOR TO FINE GRADING, SOD AREAS AND PLANTING BEDS, SHALL BE THOROUGHLY LOOSENED AND TILLED TO A 6' DEPTH. REMOVE ALL UNSUITABLE TOPSOIL, INCLUDING ALL ROCKS LARGERTHAN 3 INCHES IN ANY DIRECTION, ALL
CONCRETE, TRASH, DEBRIS, WEEDS, ROOTS AND OTHER WASTE MATERIALS. AFTER THAT TIME ORGANIC AMENDMENTS SHALL THEN BE THOROUGHLY TILLED AND INCORPORATED TO A MINIMUM 6" DEPTH IN THESE AREAS AT THE MINIMUM OF
RATE OF 3 CU YDS 11,000 SQ.FT.
CALL UTILITY NOTIFICATION CENTER OF
6%8" WASHED RIVER COBBLE COLORADO 7 - UNIFORMLY COMPACT AND FINE GRADE THESE SOD / GRASS AREAS AND PLANTING BEDS TO A SMOOTH SURFACE, FREE FROM IRREGULAR SURFACE CHANGES. CUT OUT SOFT SPOTS, FILL IN LOW SPOTS AND TRIM HIGH SPOTS TO COMPLY
IRRIGATED DURA TURF TYPE TALL OVER FABRIC BARRIER -4" STEEL EDGER WITH WITH REQUIRED GRADE TOLERANCES.
C\
FESCUE SOD (MOD. HYDROZONE) MOD. HYDROZONE) / ROLLED TOP
0 30' 45' 60' NORTH 8 -ONCE COMPACTED AND FINE GRADED ALL ROCKS, DEBRIS, WASTE MATERIAL AND VEGETATION MATERIAL LARGER THAN 1/2" WILL BE RAKED FROM THE SURFACE AND REMOVED FROM SITE.
SCALE 1" = 39-0" ' '—' ' - 5" DEPTH SHREDDED CEDAR 9 - SOD TO BE 100% COLORADO GROWN KENTUCKY BLUE GRASS SOD BLEND SPECIFICALLY GROWN FOR LOW WATER LAWN APPLICATIONS (IE "REVEILLE") WITH MINIMUM THREE (3) IMPROVED VARIETIES, HAVING A HEALTHY VIGOROUS ROOT
J - NATIVE GRASS (VERY LOW -4' x 6' BOULDERS Know. wharsbelow. SYSTEM. ONCE TURF IS LAID IT SHALL BE PROPERLY ROLLED, COMPACTED AND PUSHED TOGETHER TO ELIMINATE ANY GAPS BETWEEN ROLL EDGES. APPLY FERTILIZER IN THESE AREAS PER SOD FARM'S RECOMMENDATIONS.
a HYDROZONE) - - MULCH OVER FABRIC BARRIER Call before you dig.
�_'_,'_'_� (MOD. HYDROZONE) DALL 3 BUSINESS DAYS IN Aw EBEFDaEYou
DIG.GRAUE. D6 EK VATE"THENARNNGo 10 - SEEDED AREAS -IF APPLICABLE. ADEQUATE IRRIGATION WILL BE PROVIDED FOR THE ESTABLISHMENT AND MAINTENANCE FOR THESE SEEDED AREAS, AND THAT NATIVE GRASSES SHALL BE MAINTAINED IN A CONDITION OF ACCEPTABLE
PLANTING DETAILS BGBG uNDEUNDMEMB6II w I .s HEIGHT, FREE OF WEEDS AND DEBRIS, AND SHALL NOT REPRESENT A FIRE HAZARD NOR BECOME A NUISANCE SITE FOR WATER OR WIND EROSION.
11 - ALL INDICATED DURA TURF TYPE TALL FESCUE AREAS ARE TO BE IRRIGATED BY AN AUTOMATIC IRRIGATION SYSTEM. TURF AREAS LESS THAN 25 FEET IN WIDTH ARE TO BE IRRIGATED WITH POP-UP SPRAY HEADS AND AREAS GREATER THAN
25 FEET SHALL USE A ROTOR POP-UP SPRAY SYSTEM. ANY EXISTING IRRIGATION SYSTEM TO BE BE REDESIGNED AND BUILT BY CONTRACTOR.
TOP OF ROOT CROWN TO BE 1" 12 - SHRUB AND PERENNIAL BEDS SHALL ARE TO BE IRRIGATED WITH AN AUTOMATIC DRIP IRRIGATION SYSTEM.
HIGHER THAN FINISH GRADE
WIRE. TYP WIRE. TYP. 13 -ALL TREES AND SHRUBS OUTSIDE OF IRRIGATED AREAS ARE TO BE IRRIGATED WITH AN AUTOMATIC DRIP IRRIGATION SYSTEM.
NOTE: NOTE: THE WIRE BETWEEN THE STAKE NOTE: NOTE: THE WIRE BETWEEN THE STAKE
CEDAR MULCH TREE AND THE TREE MUST HAVE SLACK CEDAR MULCH TREE AND THE TREE MUST HAVE SLACK
14 -ALL IRRIGATION TRENCHES SHALL BE PROPERLY WATERED AND COMPACTED TO AVOID FUTURE SETTLING. ANY SETTLING DURING WARRANTY PERIOD WILL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER.
RING SHALL BE 3F DIA �� RING SHALL BE 36'DIA. R""
~ -`\ TREE TRUNK ��TREE-PO TRUNK
\^y �4 �,�\ �,�„( � 15- ALL PLANTS SHALL BE A -GRADE OR NO. 1 GRADE, FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS,
CEDAR MULCH RING TO BE TWICE /\ Ty�T ` �,-- T-POST
DIAMETER OF ROOT BALL-2' DEPTH \ N �, 16-IF PLANTS ARE IN NEED OF REPLACEMENT DUE TO DECLINING HEALTH, DISEASE, OR DEATH, THE PLANTS SHALL BE PROMPTLY REPLACED BASED ON THE REQUIREMENTS OF THE FORT COLLINS LAND USE CODES AND REPLACED WITH THE
GROMMETED NYLON STRAP, TYP- ORIGINAL SPECIES UNLESS APPROVED BY THE TOWN FORESTER.
GROMMETED NYLON STRAP, TYP PLAN
TOP OF ROOT CROWN TO BE I' G PLAN TIE GROMMETED NYLON STRAPS TO STAKE WITH WIRE
KEEP MULCH LAYER HIGHER THAN FINISH GRADE TIE GROMMETED NYLON STRAPS TO STAKE WITH WIRE- j WIRE ENDS SHALL BE BENT BACK TO ELIMINATE BURRS 17 - CHANGES IN PLANT SPECIES OF PLANT LOCATIONS FROM WHAT IS LISTED ON THE LANDSCAPE PLAN WILL REQUIRE THE APPROVAL OF THE TOWN FORESTER PRIOR TO INSTALLATION OF REPLACEMENT. OVERALL QUANTITY AND QUALITY TO
Awnv FROM FOLucE ROCK MULCH - SWIRE ENDS SHALL BE BENT BACK TO ELIMINATE BURRS TOP OF ROOT CROWN TO BE 1-HIGHER BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES SHALL BE PROVIDED.
EE SPEC54"DEPTH i,
.i MAXIMUM IA�
_ TOP OF ROOT CROWN TO BE 1- HIGHER THAN FINISH GRADE
THAN FINISH GRADE DRIVE THREE (3) T-POSTS PER TREE FOR TREES OVER 6 18 - ALL TREES AND SHRUBS TO BE BALLED AND BURLAPPED, OR CONTAINERIZED.
2 FINISH GRADE - TREE RIVE TWO (2) TROST STAKES PER FINISH GRADE IN HEIGHT. DRIVE TWO (2) T,POSTS FOR TREES 6' IN
-Ti- =III- '=•� "t —T - _ — 1'- TRUNK TREE_ I HEIGHT OR LESS. SPACE OBRAN ANCHORS EQUALLY AROUND 19 -ALL PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE, BASKETS, BURLAP, AND ALL OTHER NON -BIODEGRADABLE CONTAINMENT MATERIAL REMOVED FROM THE TRUNK AND/OR ROOT BALL OF THE PLANT, PRIOR TO PLANTING
O w — - - 2' MULCH TRUNK AVOID DAMAGE TO BRANCHES
OPEN BURLAPAROUNDTRUNK
O o 1— _ _ FINISH LR — — — — -
yll CUT& REMOVE TOP 10 OF BURLAP < _i - H GRADE -1'I,-III=1 ;�,.--III I�=,1IIII=1I 20 -ALL SHRUB BEDS SHALL HAVE MINIMUM 5" DEPTH SHREDDED CEDAR MULCH -NATURAL COLOR AND/OR WASHED SMOOTH COBBLE. A CONTINUOUS LAYER OF TYPAR LANDSCAPE FABRIC OR APPROVED EQUAL SHALL BE INSTALLED IN ALL
-=Ili i'Y' III==11' -' —'' '� _III _ REMOVE WIRE CAGE AND/OR TWINE. OPEN BURLAP
'--III l�i ll,T 11�- SLOW RELEASE FERTILIZER TABLET (TYP.) pew REMOVE WIRE CAGE AND/OR TWINE OPEN BURLAP m = _' AROUNDTRUNK CUTEREMOVETOP I/30F BURLAP SHRUB BEDS WITH 6"OVERLAP AT SEAMS WITH 4"STAPLES 4'0 C. IN ALL DIRECTIONS.
8D z AROUND TRUNK CUTE REMOVE TOP I/30F BURLAP p�
BACKFILL W/ 2M NATIVE SOIL K
& 1tj coMPosT THOROUGHLY 12' MIN _—T;=1 i;—ITr � I p 12, MIN '=1I LI I1-1I1=' SLOW RELEASE FERTILIZER TABLET (TYP) 21 -EDGING BETWEEN GRASS TYPES AND SHRUB BEDS SHALL BE HEAVY DUTY 4" GALVANIZED EDGER WITH ROLLED TOP AND SHALL BE SET LEVEL WITH THE TOP OF THE ADJACENT SOD, NO EDGING SHALL BE USED BETWEEN CEDAR MULCH AND
EXISTING WATERSETTLE 11I'I III -III= SLOW RELEASE FERTILIZER TABLET(TVP)
SOIL PLANTING HOLE COBBLE TRANSITIONS.
TO BE B' LARGER 16" MIN . BACKFILL W/ 2/3 NATIVE SOIL 81M
12' BACKFLLW/H NATIVE THAN
GREATER
24'GREATER TYP COMPOST THOROUGHLY WATER
THAN DIA OF TVP COMPOST. THOROUGHLY WATER THAN DIA OF
SECTION THAN DIA OF SETTLE 22 -ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING IN EACH PHASE SHALL EITHER BE
ROOTBALL FOR SETTLE ROOTBALL
GROUNDROOTBALL EXISTING SOIL ExISTIrvG SOIL INSTALLED OR THE INSTALLATION SHALL BE SECURED WITH A LETTER OF CREDIT, ESCROW OR PERFORMANCE BOND FOR ONE HUNDRED TWENTY-FIVE (125) PERCENT OF THE VALUE OF THE LANDSCAPING PRIOR TO THE ISSUANCE OF A
2" L 1ARGERTKAERTHAN SECTION SECTION DIA. OF ROOTBALL CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE.
FOR SHRUBS NOTE.
NOTE: WIRE BASKETS AND MINE SHALL BE COMPLETELY
WIRE BASKETS AND TWINE SHALL BE COMPLETELY REMOVED PRIOR To TREE INSTALLATION. 23 -HEALTHY, MATURE TREES THAT ARE REMOVED BY THE APPLICANT OR BY ANYONE ACTING ON BEHALF OF OR WITH THE APPROVAL OF THE APPLICANT SHALL BE REPLACED WITH NOT LESS THAN ONE (1) OR MORE THAN SIX (6) REPLACEMENT
REMOVED PRIOR TO TREE INSTALLATION. TREES SUFFICIENT TO MITIGATE THE LOSS OF VALUE OF THE REMOVED TREE. THE APPLICANT SHALL SELECT EITHER THE CITY FORESTER OR A QUALIFIED LANDSCAPE APPRAISER TO DETERMINE SUCH LOSS BASED UPON AN APPRAISAL OF THE
REMOVED TREE,
A Ground Cover & Shrub Planting Detail B Deciduous Tree Planting Detail Conifer Tree Planting Detail
C 24 - BOULDER SYMBOLS ARE DIAGRAMMATICAL ONLY. ACTUAL QUANTITY, SIZE AND LOCATION WILL VARY PER THE DIRECTION OF OWNER
NOT TO SCALE NOT TO SCALE �_ J NOT TO SCALE
GROUP
landscape architecture I planning I illustration
444 Mountain Ave Ta. 970.532.5891
Berthoud,C080513 WEB TBGroupus
CENTRE AVENUE
RESIDENCES
(ARROWHEAD)
Minor
Amendment
712 CENTRE AVENUE
FORT COLLINS,
COLORADO
OWNER:
EVERITT COMPANIES
3003 E HARMONY ROAD
STE 400
FORT COLLINS, CO 80525
PH: 970,226.1500
FX: 970.223.4156
LANDSCAPE
PLAN
SHEET NUMBER: I S2
OF: 2
t+
0%
In
CV
LEGEND SIGNAGE TYPES
TYPE 1: FIRE LANE, NO PARKING --
HANDICAP PARKING STALL TYPE Z. FIRE LANE, NO PARKING. PICKUP, DROP-OFF ONLY
ELECTRIC TRANSFORMER TYPE 3: ONE WAY (WITH ARRO"
TYPE 4: ONE WAY: DO NOT ENTER
R HANDICAP ACCESSIBLE RAMPS y HANDICAP PARKING SIGN
TRASH ENCLOSURE
PAINTED CROSSWALK TYP. NOTES ------' _-
'r
}---� BIKE RACK 1. REFER TO SECTION 3.4.1(E) OF THE LAND USE CODE FOR ALLOVamILE
--- EASEMENT LINE USES WITHIN A BUFFER ZONE.
Q 2. SEE SHEET S3 FOR PHASING OF SITE. PHASE 2 AND PHASE 3 ARE NOT
■ ■ a■■r. ■ ■ PROPERTY LINE Q PROPOSED LIGHTS NECESSARILY SEQUENTIAL -
COLORED
CONCRETE
EXISTING LIGHT
_'/i► - _ � � _.--
00� as
yAke
LIMITS I
CSU RESEARCH Ili am
as
�V`Ryp�• 414
DEVELOPMENT FOUNDATION , toft*" ♦ _. �'`
�� �-
_
011000�CONCRETE PAN J ! !
r �"■"'""" larwrasrsr,e., "�,.. CHItIT GRAQ�S (1 CONTOURS) �, 1
LIMITSOF „\\ i
DEVELOPMENT LINE NATURAL FEATURE BUFFER LIME
RETAINING
WALL, RE: CIVIL DETENTION
♦ \ PICNIC SHELTER
/—DETENTION
NATURAL FEATURE BUFFER LINE
o \� RETAINING WALL,
RE CIVIL
\ � TRASH <
ENCLOSURE / �� 1
/ BUILDING ENVELOPE
' - SIDEWALK (T1 �')
LAND -USE STATISTICS ROOF OVERHANG (TYP.) !
\ ��� GHASE/ WALK, TYP. � PAWNEE LEASING
EXKTINGZOmm: E,EMPLOYMENTZOIIE SIDEWALK ,rs /./ TRANSFORMER
\ BUILDING ONE ( �.
LAND USE 8UMMARY: PHASE 1 BUILDING TWO CONCRECONCRETETESTEPS EXISTICONCNG
OF AC \ o ETE
r PHASE I PLAZA
GROSS LAND AREA: 1051608 2.424
TOTAL DWELLING LINTS: 30 / TYPE 1 SIGN
OVERALL DENSITY: 12.38 UNITS 1 ACRE -
�ANSFOR 10 UTILITY BULLRING ENVELOPE (TYP.)/!!ate`" 7 EXISTING
GROSS AREA COVERAGE.OF AC % OF GROSS AREA _ \ \ MER �` EASEMENT ROOF OVERHANG (TYP.) / SEATWALLS A*
L PLANTECONCRETE i
STRUCTURES:
\ r ` J
1
BLDG 1 FOOTPRINT 8,848 020 8% CONCRETE
\ 4' = yr SEATWALLS PLAZA
BLDG 2 FOOTPRINT 8,944 021 8% ` TRASH /
BLDG 3 FOOTPRINT 8,M8 0.20 8% \ ENCLOSURE
TOTAL STRUCTURE FOOTPRINT 26,M0 0.61 26% TYPE 1 SIGN R
EMIR '
\ \ / _. TYPE S EMERGENCY /
DRIVES 13,530 0.31 13% ACCESS EASEMENT ACCESS _
EASEMENT /
SIDEWALKS 7,848 0.18 7% 1, j ~ 1 R 4 R, CI*
LANDSCAPING 57,788 1.33 Sax \-
9 EMERGENCY ACCESS
TOTAL GROSS COVERAGE: 168,60E 2A2 100% i K '
\ _TYP_. — tN PLAZA ��TYPE4 / �: `
OFF�TREET PARKING FRONDED REQIIIiED \ S� � � � 1 � • 'vgw ACCESSIBLE J .'' `n wAL�t, TYP.
-SIKWS MATCH
TO
GARAGE SPACES PROVIDED EXEXISTINGG
ISTING H
BLDG1 14 + 2 TANDEM (2 HQ 16 S WALK
+, �� �^ ••
BLDG2 14 + 2 TANDEM a HC) 18 �-
BLDG3 14 + 2 TANDEM (2 HC) 18 \ '�% r `\ EMERGENCY
TOTAL GARAGE SPACES N i6 HC) i �i BUILDING ENVELOPE (TYP.) \ i ACCESS
r(P • EASEMENT
OFF-STREET SPACES PROVIDED 14 \ i J ROOF OVERHANG (TYP.) BIKE aA
2 HANDICAP (HC) SPACES Lam, i
TOTAL OFF$IREET SPACES 16 .00
TOLMIAR \ O ; CHASSIDEE --J , TYPE 2 31GN �4\ i w ' '
TOTAL SPACES PROVKM M
a TRANSFORMER .�' �-'.. ! �- EMERGENCY �
TOTAL SPACES REQUIRED 83 R \G
ACCESS IN
1Q..
BICYCLE SPACES PROVIDED: 5 (13% OF 84 SPACES) TYPE 3 SIGN }" _. •
>< � � I t PLAZA
\ '!'"
WW
DWELLING UNIT BREAKDO: BUILDING THREE � 00
\ \ G) i / PHASE III
UNIT TYPE: UNIT QTY. TOTAL BR'S: 04i ENTRY FEATURE
rA0 BEDROOM UNITS: 24 48 \ \ Q t'' - /
TWO SEDROOWDEN UNITS: 8 12 ?, \ \' WALLS
TOTAL 30 60
UNIT TYPE PER BUILDWG: BLDG 1 W 2 BLDG 3
QUANTITY:
\ EXISTING
TVND BEDROOM UNIT$: a 8 8 m SIDEWALK -
TVw BEDROOMIDEN UNITS: 2 2 2
TOTAL UNITS PER BIIMDINQ: 10 10 10 \
TOTAL UNITS: 30\' �t��
ts".
SIGN '
FLOOR AREA RATIO: 0 1 BLDG 2 BLDG 3 TOTAL ; WALL -lop
�1$ � f I
GROSS S.F. 35,406 35.400 35,400 106,224 \ ` ��
FLOOR AREA RATIO
i r
BUILDING HEIGHT:
MAXIMUM HEIGHT: TOTAL STORIES: \ do
BLDG'S 1,2 & 3 W-W 4 �• �J --- R
\ ♦ • • //
y
WILDLIFE CORROR IDSla Fr /-
FI=F=9
S.F. REQUIRED BASED ON 50• SETBACK FROM TOP OF DITCH: 23,461 \ 0 lop 2n 40
R.. - -
"S.F. PROVIDED BASED ON AVAILABLE VWLDLIFE CORRIDOR: 25,257 / �
ADDITIONAL S.F. PROVIDED: 2,76E -
" SEE SITE PLAN (THIS SHEET) FOR AVAILABLE V►ALDLIFE CORRIDOR
LABELED WATURAL FEATURE BUFFER LINE
i/ ' NORTH This is a Land Uss PININA ra DocuwmvL
not CommaoNom Doommat. I tlar to
' CWNEnobraanrroPkm
's unofficial copy was downloaded on Jun-09-2011 from the Pity of FortCollins Public Records W ebsite: http.//citydocs.fegov.com
or adrhhonal information or an official copy, please contact En.meermg Office 281 North College Fort Collins, CO 80521 USA
CENTRE
. AVENUE
RESIDENCES
CENTRE AVE. AND
WORTHINGTON CIRCLE
FORT COLLINS, CO.
a arehiboaWm w ImW planning
w hwKim ape arch1boNm ■ InbarWr tNaipr
401 YYerr Mm tmin A"me Sui 20D fort Coa m Co SM
r■ OWM4.1ee2 pf■r0970224.1191 www.vrldpfpft.mm
In association vu4tb:
APPLICANT
VFR DESIGN Inc.
401 Wt1at Moun/rn Ave.
Fart CoNfm, CO, W525
P: 970-224-1191
F: UO-224-IM
OYIINER
Eve t Comparuies
3003 E Harnwry
Road Suite 400
Fart Caarra, CO 806M
P:970.226-15D0
F:970-223-4156
ARCHITECT
VFR DESIGN Inc.
401 bleat Mountan Ave.
Fort Collm. CO, SM
P: 070-224-1191
F: 970-224-18M
ENOWER
Norttwn En9ineeft
200 South Cdkw Avenue, Suite 100
Fat Cokle, CO SW4
p. 970 / 221-4158
1. 970 / 221-4159
SURVEYOR
Northam Engineering
200 South Cdk*e Avenue, State 100
Fort CoNim, CO M4
p. 970 / 221-4156
1.970 / 221-4159
Issued
Na pmer m Dais
1 PDP 0415 00
Rsvlsiom
No, Dmim"on Dais
2 FOP (17.14.00
3 MYLARS 10.20.09
MYLARS
a.al
Prclsu t Na: R08-094 Drawn by BC
Itieurlarrad W. LR
SITE PLAN
Seals Accor4in* N Rseumd
Di rp Number
S2
C-168
2593
m
VIM
1
V
CENTRE
AVENUE
RESIDENCES
wpCENTRE AVE. AND
WORTHINGTON
FORT COLLINS,CO.
MIMI VFR
n . - .— �6
�,In association wO.
7 VFR DESIGN Inc.
Fort Collins,
. :1.w
Mp
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OVMM
AVIX Road Suits 400
`' �V. �' ? r z �i:. �r)j� f: wSi�� � • - � : 11
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,,, fed• .- .-a .� � ,� �/I•Ii'� �,-
ARCHITECT
VFR DESIGN Inc.
401 West Mountain Ave.
Font CONU, CO, 80525
R. 970-224-1191
ENGI
Fort Cobs, CO SM4
SURVEYOR
Northern Ent;lneentV
Rd Collins, CO 8=4
1
101
3-41511
AAA
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LANDSCAPE PLAN
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1
Phis unofficial copy was downloaded on Jun-09-2011 from the City of Fort Collins Public Records Website: http./lcitydoes.fegov.cM
"or additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA
C-169 2593
LIST
PLANT NOTES
tr'!
Ch
N
I�
KEY
COMMON NAME
BOTANICAL NAME
QNTY.
SIZE
TREES
PCC
Chanticleer Pear
Pyrus calleryanna'ChankkW
9
1.5" Cal.
GTK
Sky*w Hooeyloc ust
Gledit ISkyllne! triacaMlttlos irlermis
8
2" cal.
AGA
Autwn Brilliant Servicebary
Amelanchier grew
'Autumn Brilliant'
9
1.5 cal.
"
MSS
Spring Snow Crobappie
Malus 'Spring SnoW
9
2" cal.
QMU
ChiMcapin Oak
Quercus muehlengergh
2
2" cal.
CPW
Washington Hawthorn
Crataegus phaenopyrum
7
2" cal.
TAR
Redmond Linden
Tills americans 'Redmond
3
2" cal.
PN
Austrian Pine
Pinus nig a
2
6-8' ht.
PPG
Colorado Blue Spruce
Picea pungens
6
V ht.
MRJ
Red Jewel Cr'alMapple
Malus 'Red Jewel'
9
1.5"cal.
TOTAL
ti4
REFER TO SHEET L3 FOR MITIGATION TREE LOCATIONS AND UPSIZING GUIDELINES
KEY
COMMON NAME
BOTANICAL NAME
QNTY.
SIZE
SHRUBS dr
Sip
Little Princess Spires
Spirese japonica'i_ittle
46
5 al.
9
GRASSES
Princess'
RNW
Nearly Wild Rose
Rosa x'Neary VVNd'
48
5 gal.
VDB"
ffi
Blue Muffin ArroWwood Vlb xnurn
burn
M,um dentatum'BkJe
40
5 gal.
WFR
Rumba Welgels
Weigela tlorida'Rw6W
53
5 gal.
JSBS
am Star Juniper
Juniperus squamata'Blue Star'
110
5 gal.
JHBC
Blue Chip Juniper
nnoms horizontalis'Blue
69
5 gal.
C
SJN
Now Flash Spires
Spiraes japonies'Neon Flash'
6
5 gal.
ICR
Red Baron Japanese Blood Gross
imperata cylindrica'Red Baron'
70
1 gal.
MSV
Variegated Maiden Grass
Marrs sinensis
204
1 gal.
CHL
Northern Sea Oats Gross
Chasmanthium latifdium
36
1081.
CAA
Variegated Dogwood
Comus alba
'Argenteomarginata'
85
5 gal.
EFE
Emerald Gaiety Euonymus
Euonymus f(xtuei'Emerald
19
5 gal.
GaW
EFG
Green Lane Euonymus
Euonymus fortunei'Green
72
5 gal.
Lane'
HAA
Annabelle Hydrangea
Hydrangea, arboresoens
52
5 gal.
CAK
Feather Reed Gross
Galarnegrostis acutillim'Karl
218
1 gal.
TOTAL
1128
COMMON NAME
BOTANICAL NAME
QNTY.
SIZE
NATIVE SHRUBS
RT
Three -leaf Sumac
Rhus trilobite
6
5 gal.
CMO
Mountain Mohogany
Cemocarpus montarlus
25
5 gal.
PMO
Mountain Nkwbwk
Physocarpus morlogynus
17
5 gal.
SA
Comrnon Snowberly
Symphoricarpos albus
25
5 gal.
TOTAL
73
KEY
COMMON NAME
BOTANICAL NAME
QNTY.
SIZE
PERENNIALS
VR
Creeping Speedwell
Veronica repens
8
1 gal.
HSD
Dwarf Daft
Hemerocailis 'Stella d'OrW
146
1 gal.
IPV
Variegated Sweet Iris
Iris paliida 'Variegate'
31
1 gal.
TOTAL
185
n
1. ALL PLANT MATERIAL SWILL MEET SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN OW FOR NUMBER ONE GRADE. ALL TREES SHALL BE BALLED AND
SURLAPPED OR EQUIVALENT.
2. TREES SHALL NOT BE PLANTED CLOSER THAN 4 FEET TO ANY GAS LINE, NO CLOSER THAN 10 FEET TO ANY NITER OR SEWER MAINS AND NO CLOSER THAN B FEET TO ANY
PRIOROR SEWER SERVICE ONES. TREE PLANTING SHALL BE COORDINATED WITH PUBLIC SERVICE COMPANY. LOCATIONS OF ALL UTILITIES SHALL BE VERIFIED IN THE FIELD
PRIOR TO PLANTING. A HORIZONTAL DISTANCE OF 4W BETWEEN STREET TREES AND STREET LIGHTS SHALL BE MAINTAINED.
3. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE TREES ARE PLANTED ON CITY RIGHT-OF-WAY.
4. LANDSCAPING SHALL BE INSTALLED OR SECURED WITH A LETTER OF CREDIT, ESCROW, OR PERFORMANCE BOND FOR 125% OF THE VALUE OF THE LANDSCAPING AND
INSTALLATION PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. LANDSCAPING WI NN PUBLIC RIGHT-OF-MYS AND COMMON OPEN SPACE AREAS SHALL BE INSTALLED BY THE DEVELOPER AND MAINTAINED BY A HOME OWNERS ASSOCIATION.
e. DEVELOPER SHALL ENSURE THAT THE LANDSCAPE PLAN IS COORDINATED WITH THE PLANS DONE BY OTHER CONSULTANTS SO THAT THE PROPOSED GRADING, STORM
DRAINAGE, OR OTHER CONSTRUCTION DOES NOT CONFLICT NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN.
7. ALL LANDSCAPE AREAS WITHIN THE SITE SHALL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. AN IRRIGATION PLAN WILL BE REQUIRED PRIOR TO
ISSUANCE OF A BUILDING PERMIT.
8. ALL TURF AREAS TO BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, ARE TO BE IRRIGATED
WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR ACCEPTABLE ALTERNATIVE. THE IRRIGATION SYSTEM IS TO BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF
THE INDIVIDUAL PLANT MATERIAL
9. ALL SHRUB BEDS TO BE MULCHED WITH MIXED GRAVEL OR WOODBARK MULCH.
10. 4'4' RIVER ROCK TO BE USED IN SWALE AREAS DESIGNATED'COSSLE'.
11. EDGING BETWEEN GRASS AND SHRUS BEDS SWILL BE )j" X 4• STEEL SET LEVEL WITH TOP OF SM.
12. IRRIGATED TURF TO BE SODDED OR SEEDED WITH KENTUCKY BLUEGRASS.
13. TOPSOIL. TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE.
14. SOIL AMENDMENTS. PRIOR TO INSTAUATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY
LOOSENED. ORGANIC AMENDMENTS SUCH AS COMPOST, PEAT, OR AGED NUNLIKE SHALL BE THOROUGHLY INCORPORATED.
15. FORTY FEET SHALL REMAIN BETWEEN SHADE TREES AND STREETLIGHTS. FIFTEEN FEET BETWEEN ORNAMENTAL TREES AND STREETLGHTS.
TREE PROTECTION NOTES
1. EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED.
2. HEAVY EQUIPMENT SHOILD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES.
3. AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE. SIDEWWIJ(S AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE.
4. ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY. SMOOTH FLUSH CUTS SHOULD BE MADE. BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT
AND WATER THE TREE IMMEDIATELY.
5. PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE ORANGE PROTECTION BARRIER FENCING ERECTED, WINCH AS A MINIMUM ARE SUPPORTED BY 1' X 1"
OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (e) FEET FROM THE TRUNK OR ONE HALF ( %) OF THE DRIP LINE, WHICH
EVER IS GREATER. WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUR'
UNLESS APPROVED BY THE CITY FORESTER.
e. ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S 'MEDIUM PRUNE STANDARDS.
7. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR -INCH DEPTH UNLESS A QUALIFIED ARSORIST OR
FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
S. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPUCANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR
DISPOSAL OF WWAAM 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.
9. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
10. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGWS-OF-WAY AND UTILITY
EASEMENTS MAY BY IMBO► ED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REOURED IN NOTE (5) ABOVE. THIS MAY BE
ACCOMPLISHED BY PLACING METAL T-POSTS STARS A MAXIMUM OF FIFTY FEET APART AND TYING A RIBBON OR ROPE FROM STAKE -TO -STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS BEING CLEARED.
NATIVE SEED MIX
%
SPECIES
PREFERRED VARIETY
18
Greed Needlegraas
Lodorm
18
Slender Wheatgress
Native
18
Western V%wavess
Native
18
Pubescent VVlreatgrass
Luna
18
Intermediate Wtlestgnies
Oahe/Rush
10
Russian W11drye
- bttU Al 29 FEK TUUU S.f.
- PBSI DRYLAND AGGRESSIVE MIX AVAILABLE AT PAVVNEE BUTTES SEEDS INC.
I�
2 STRAIE
WIE S 9
STRAP$
S'a1m
DWOM f
L44DWM
FOOT"
SMAR!"
MAHM
SPEcIFIN
AlWa E
wATetn
NOT OOM PACT SotL
BEER TREE PLANTING
NOT TO eCALE
his unofficial copy was downloaded on Jun-09-2011 from the City of Fort Collins Public Records Websne. http://citydoes.fcgov.com
it additional information or an official copy, please contact Engineering Office 291 North College Fort Collins, CO 80521 USA
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APPUCANT
VFR DESIGN Inc.
401 ~ Mourftn Ave.
Fort Collins, CO, WM
P. 970-224-1191
F: 970-224-1982
OWNER
Event Companies
3W3 E Harmony
Road Suite 40D
Fort Collins, CO BOWS
P. 970-226.15W
F. 070-223.4155
ARMOTECT
VFR DESIGN Irtc
401 ~ Mounnin Ave.
Fort Colinas Co. SOW5
P: 970-224-1191
P 970.224-18M
ENGINEER
Norlhern Engineering
2W South C&Aw Avenue, Sine 100
Fort Claim, CO8052A
p. 970 / 221-4158
f. 970 / 221-4159
SURVEYOR
Nor tarn EnginearkV
200 South CdWp Avenue, Suite 1 W
Fort Collins, CO OD524
p. 970 / 221-4158
f. 970 / 2214159
Issued
AkL Owarpeon Dab
1 PDP 0415.09
Rwlalons
No. Dft=iPtbn Deb
2 FOP 07.14.09
3 MYLARS 10.20.00
MYLARS
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Reviewed W. LR
LANDSCAPE DETAILS
Scala A=mft* N Relklmd
onwbg ft"ar
L 2
C -168 2593
i4
PROPERTY CORNER
N: 120097.22
E: 190748.22
cs
l :,,1-'
FOU:\-D.1 TION
N88004'14"W
37.02'
S80031'54"W
� 8; S 38.04'
og^' 3�6.07'
N78°28'O4^by7-� �,,.�r+r ••
PROPOSED
PROPERTY CORNER \� RETAINING
N: 120063.29� WALL
<s
E: 190725.77 Aw
cs \
\ta
PROPOSED
RETAINING
WALL
8
2
ORS js � l
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
C1
5"26'02"
703.25'
6669
S71 "52'41 "W
66.67'
C2
19°3322"
206AT
70.36'
S78"23'59"W
70.02'
C3
12"41'09"
132.03'
29.23'
N80°43'08'W
29.17'
C4
15°04'51"
100.00,
26.32'
N66"46'47'W
26.25'
C5
15°01'01"
376.08'
9857'
N62"33'58'W
98.29'
C6
4"31'59"
390.92'
30.93'
N31'16'10'W
30.92'
C7
0"11'37"
387.92'
131'
N36"16'06'W
1.31'
C8
82°51'37"
20.00'
28.92'
S77"36'05"E
26.47'
C9
83"14'44"
10.00,
14.53'
S14"21'42"W
13.28'
C10
90*00,001,
5.00'
7.85'
N79"0957"W
7.OT
C12
104"58'58"
2009
36.65'
S8623'18"E
31.73'
C13
86"4357"
10.00,
15.14'
S28°04'58"E
13.73'
C14
88"04'08"
14.09
21.52'
N68'i 1'28'W
19.46'
6
20"06'26"
52.00'
18.25'
N61"23'44'W
18.16'
7
90°00'00"
5.00'
7.85'
S22°46'28W
7.07'
8
LC29
79"23'50"
5.00'
6.93'
N61"55'27'W
6.39'
17"29'12"
86.93'
26.53'
N15"24-18"W
26.43'
N: 119952.6074 \
E: 190828.2291 \
NEW r
10' CONCRETE r \
PAN \
\ r
('/A,'NTRE FOR -i DI
Tf(ILVOLOGY 15TH
011 NER. NEVI 111 PR('FR
REAL E`-,7-171'. LL('
LINE TABLE
LINE
LENGTH
BEARING
Li
31.75'
S74°35'41.67'W
L2
15.87'
S69'21'17.44'W
L3
34.14'
N89"15'41.10'W
L4
23.90'
N74"19'12.84'W
L5
44.53'
N59"14'2171'W
L6
42.00'
N57°43'04.53'W
L7
7.47'
N73"25'37.67'W
L8
11.45'
N45"2T59 35"E
L9
29.63'
NOO"44'18.90"E
L10
12.36'
N44"17'28.37"W
Lit
15 04'
S60"58'06.31'W
L12
24.13'
N60"58'06.31"E
L13
45,66'
N34°00'56.61'W
L14
5.92'
S05"15'22.73"E
L15
5.92'
S55"59'03.39'W
L16
1.59'
S55°59'03.39"W
L17
TON
N34"00'56.61"W
N: 119902.5798
E: 190859.3619
LINE TABLE
LINE
LENGTH
BEARING
L20
14.65'
N85"02'41.15'W
L21
22.15'
N81"17'55.90'W
L22
1.10,
S15'1 T0000'W
L23
9.30'
S15"17'00.00'W
L25
9.30'
S70°31'56.02"E
L26
8.33'
S15"17'00.00'W
L27
4.60'
S15°17'00.00'W
L28
3 76'
N24"09'24.23'W
L29
2 44'
S67"46'27 75'W
L30
12.00'
S22"13'32.25"E
L31
63.00'
S6746'27.75'W
L32
12.00'
N22"13'32.25'W
L33
24.09'
N22°13'32.25'W
CE.\Tl; f.' FOR 1IA-.1 N(7,,'D
TECII-NOLOC) : 0TII
Oil:\F,1, ('F,\,TRE _41 EN/I1F,'
SIDEWALK CHASE F2
(2' WIDTH)
FL
N: 1199221723
E: 190934.3741
' J
2 (
G'O
n
1a64� r
S-l3� RG�RpCCCN
PROPERTY CORNER
N: 120091.10
E: 191017.21 IT
PROPERTY CORNER
N: 120048.39
;�► _ -- E: 191173.52
/ N15017'00"E
56.61'
met N74043'00"W
` 24.67'
N15017'00"E
/-24.67'
PROPOSED
2 ' CONC.
TRICKLE PAN
CENTRE FOR -till 1N`CKD
Y r,'CIJAO/,O(,') 7TH
011 VER AIOVD I}
r / / N74043'00"W
( i 24.67'
- BUILDING
BUILDING 1 ���� / ENVELOPE N15017'00"E
(PHASE 1) ` \ �r' �1 PHASE 2 . 21.06'
FL
N: r
N: 119916.3733 N74043'00"W
E: 190955.5961 - 21.06'
all,
�) N15017'00"E
� \ •�24.67'
tzs 1l �i `^� - -- -- •�
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u9-
\ FL
N. 119894.5000
E: 190977.7092
N: 119877.3125
E: 190957.4615
2' TRICKLE
PAN
PHASE 3 BUILDING
ENVELOPE
\
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OItiNL'R. TF,1Rd1.1 (CO) OR,)'
/6 INC
I
I
I
I
BASIS OF BEARINGS) S89°25'51"E _
SOUTH LINE OF THE SW 1/4 SEC 23
N27041'51'W
24.99'
t N: 119851.9787
E: 191216.2788 i )
> 1
f � ✓
PROPERTY CORNER
i 79 c'' 24 1 N: 119870.18
_ - G,►, '(• �O E: 191274.49
i
r� NVI
�,1210
✓ FL
N: 119842.0626
E: 191194.51194.5129
FL
N: 119834.2211
\ E: 191174.4264
-1TRI_\ L IIIOR_1TORIF,S' 1,,,7
011=NER Tf' 1R,1/ 1 (('0) (1R.S'
1(; 9)1. / \"( '
® NORTH
30 0 30 60 90 Feet
( IN FEET )
1 inch = 30 ft.
LEGEND:
PROPOSED INFLOW CURB & GUTTER
PROPOSED OUTFALL CURB & GUTTER
PROPERTY BOUNDARY
EASEMENTS - - - - - - - - -
HEAVY DUTY PAVING
DECORATIVE CONCRETE PAVING
PROPOSED ASPHALT PATCH / OVERLAY
BASIS OF BEARINGS:
Basis of Bearings are from the platted Section Line of Centre
for Advanced Technology P.U.D., Seventh Filing, being the South
line of the SW 1/4 of Section 23 as bearing S89'25'52"E.
PROJECT BENCHMARK:
CITY OF FORT COLLINS BENCHMARK 14-97
Approximately 100 feet west of the intersection of Centre Ave. and
Research Blvd., on the west end of the south headwall on Centre
Ave.
Elevation=5048.58
CITY OF FORT COLLINS BENCHMARK 21-92
Northwest corner of West Drake Rd. and Research Blvd., on power
tower base.
Elevation=5039.67
NOTES:
1. SEE GEOTECHNICAL REPORT BY EARTH ENGINEERING
CONSULTANTS (EEC PROD. NO. 1082101) FOR SUBGRADE
PREPARATION AND PAVEMENT RECOMMENDATIONS.
2. SEAT WALLS SHALL EXTEND A MINIMUM OF 18" ABOVE
ADJACENT GRADE, AND SHALL HAVE A MINIMUM TOP WIDTH
OF 18". SEE DRAWINGS BY VFR DESIGN, INC. FOR COLOR,
STYLE, AND PATTERN OF CONCRETE PLAZAS, AS WELL AS
SEAT WALL DETAILS.
3. CONTRACTOR SHALL PREPARE A JOINTING PLAN FOR THE
PLAZA AREAS IN ACCORDANCE WITH THE AMERICAN CONCRETE
PAVEMENT ASSOCIATION (ACPA) RECOMMENDATIONS.
4. SEE DETAILS ON SHEET D4 FOR ADDITIONAL INFORMATION
REGARDING CURBS AND PAVEMENT SECTIONS.
5. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND
PROJECT SPECIFICATION MANUAL.
6. SITE CONCRETE FLATWORK OUTSIDE OF PARKING, LOADING AND
DRIVE AISLES SHALL FOLLOW DETAILS ON SHEETS D3 AND D4,
AND PROJECT SPECIFICATION MANUAL.
7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG. GRADE. OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
City of Fort Collins, Colorado
UTILITY PL�1� APPROVAL
CHECKED BY:
� ty `-
aie a ewa�+.er UEi1 y Date
CHECKED BY: AlA.
$ ormater Utility �aEe
CHECKED BY:-�P�
Parks & Recreation mate
CHECKED BY: /
Traffic Engineer ---Date--
CHECKED BY:
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LEGEND:
PROPOSED CONTOUR 28
EXISTING CONTOUR
PROPOSED CURB & GUTTER
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED TRICKLE PAN
PROPERTY BOUNDARY
APPROXIMATE LIMITS OF CONSTRUCTION LOC
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LIMITS OF DEVELOPMENT LINE (LOD)
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NOTES:
1. SEE GRADING AND EROSION CONTROL NOTES ON SHEET CS2
AS WELL AS DETAILS ON SHEET EC2.
2. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET
PROTECTION UNTIL SITE IS FULLY STABILIZED.
3 CONTRACTOR SHALL PREVENT SEDIMENT FROM ENTERING THE
PUBLIC STORM SEWER, ROADWAYS, AND IRRIGATION DITCH;
AND SHALL IMPLEMENT THE APPROPRIATE MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL
OF SITE STABILIZATION.
4. IN ADDITION TO COMPLYING WITH ALL CITY, STATE, AND
FEDERAL REQUIREMENTS; CONTRACTOR SHALL ALSO TAKE
EXTRA CARE AND PREVENTATIVE MEASURES DUE TO THE
ADJACENCY OF EXISTING OCCUPIED DWELLING UNITS AND
BUSINESSES.
5. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS
SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR
ARE THEY NECESSARILY SHOWN THEIR EXACT LOCATION.
6. THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE
TO THE CONTRACTOR. STAGING/PHASING OF THE BMPs
SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE SHOWN MAY BE NECESSARY
DURING CONSTRUCTION AS REQUIRED BY LOCAL AUTHORITIES.
IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S
OBLIGATIONS FOR PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) OR COMPLIANCE WITH GOVERNING
AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND
FOLLOWED.
7. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING,
HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION,
AND ADDITIONAL SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
8. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON
PLANTING, REVEGETATION, HARDSCAPE AND OTHER
PERMANENT SITE STABILIZATION METHODS.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES
City of Fort
Collins, Colorado
UTILITY P
APPROVAL
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SEE NOTE 2
47
\\\. ♦ i� � Rc O o
R 41.D6 ♦wr�r � �. � r► N `J g0 � � _ ¢3..�M
`? g PROPOSED
RETAINING w' 40
WALL / PROPOSED O -
2 ' CONC.PICNIC
SHELTER \ TRICKLE PAN
STORM
\ es NATURAL / LINE A "
Bi /
` \ 45- \\� +,9% L B � OE . / F RELINE �a2' o eY' 454¢ 4@7
PROPOSED
RETAINING
WALL
EXISTING
CONCRETE
SIDEWALK
CULVERT (�\�\
MATCH EXIST. �
CURB & GUTTER
PROPOSED
OUTLET
STRUCTURE
EXPOSED
FOUNDATION;
NN g'�So rZ� g'��i tSAf
PROPOSED
43TbW/ \\ Q SIDEWALK
CHASE BUILDING 1
\ (PHASE 1)
FFE=45.80
P 1 /
SEAT
, SZ WRM WAAL,L
ST
\. N J �°� LINOE A2 7X�
1 \ Y
�`
NEW ` eF ��'4
10' CONCRETE �4418)
PAN Q3, d.• �,. pA.
MATCH EXIST. l
CURB & GUTTER
74
lq 6
N
MATCH EXIST. 6&
SIDEWALK (
OA m
C'ENTRI.' FOR _1DV-AYC'E,D 7-
O y�\
TECTINOLOC) 15TII n y,
Ol1-NER. NE14 IM1IF,RC'ER
Rh,'_)L ESTATL', 1,W m 1 ( gg
(4 Rom\
((
- - - - - - - - -�- — C'L'.V'l'YF FOR -1D1 :1 ^,'C'L'D
T1.'C'11N0L0(1') '2071// - - -
01I.1I.'R ('kYTRE -11 L';\1(1f,'
RL'H,111 RL'_1L h,'`'1' 1TF,. LL('
R � "
IJ
V
PHASE 2
R
S
PHASE LINE 1
STORM
LINE A 44� Ra
g4
4'
CONCRETE c
r \s 45 PAN
a AO
s�s� ti r.as a • I
45
�— kc'/\
PHASE LINE
\ 0�' 45.01
44.10 s h
2' TRICKLE
a` PAN
2.6%
PHASE 3
,
o rfr ry
PHASE LINE ry� ,.�/�} { � - `�✓
p4Y 4? T `
RAIN
GARDEN EPS�M�Nj GENE
010- I
15
✓45 -
_ - MATCH EXIST.
SIDEWALK
�— SIGN
WALL
PHASE 1
ATRI_I LADOR_1 TORIE.S' 1,�'T
014WER TF_1RVA (CO) QK�'
1G-93, INC
STORM
LINE C
643oJ1
EXISTING
DRAINAGE
EASEMENT
CENTRE FOR -1 D1 .1 NTWD
TL'C'l NOLOG) 7171
0II -N,L'R 110ND_1)- CAPITAL,LLC
EXISTING
2-STORY
OFFICE BUILDING
FF= 5044.5
® NORTH
30 0 30 60 90 Feet
( IN FEET )
1 inch = 30 ft.
LEGEND:
EXISTING STORM SEWER
-
PROPOSED STORM SEWER
PROPOSED STORM INLET
D
PROPOSED ROOF DRAINS
0-
PROPOSED CONTOUR
93
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
— —
NATURAL FEATURE BUFFER LINE
BL
LIMITS OF DEVELOPMENT LINE (LOD)
PROPOSED SPOT ELEVATION
l q�/qSi
EXISTING SPOT ELEVATION
43
PROPOSED TOP OF WALL SPOT ELEVATION
0
3g w
PROPOSED BOTTOM OF WALL SPOT
ELEVATION
PROPOSED SLOPES
2.0%
PEDESTRIAN ACCESS RAMPS
�I ^
PROPOSED CONCRETE
CROSS PAN (TYP.)
\YI
PROPOSED SIDEWALK / PEDESTRIAN
PLAZA
NOTES:
1.
THE SIZE, TYPE AND LOCATION OF ALL KNOWN
UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON
THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK.
BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
♦ �-1�
UNKNOWN UNDERGROUND UTILITIES.
l
2.
MATCH EXISTING GRADE (NO CUT OR FILL) WITHIN 10' RADIUS
OF TREE TRUNK. FENCE TREE PROTECTION PERIMETER
DURING CONSTRUCTION. SEE PLANS BY VFR DESIGN, INC.
FOR ADDITIONAL TREE PROTECTION SPECIFICATIONS.
N�11
/,�`7
3.
SEE SHEET G2 FOR DETAILED GRADING INFORMATION.
- �PSF-
v'(��'� ✓'�
4.
SEE SHEET D4 FOR RETAINING WALL SECTION. RETAINING
WALL WILL REQUIRE A SEPARATE BUILDING PERMIT TO BE
,�✓
ISSUED THROUGH THE BUILDING DEPARTMENT.
5.
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS TO
BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
MATCH EXIST.
CURB, GUTTER
& ATTACHED WALK
1TRI I,_1Do1; 1TORIF,_ 1sT
Oil NI;'li' TI'.1 K,hJ I (CO) t�R�'
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
is
Know whaYs belOW.
Call before you dig.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG. GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROV `
l% d
Eraineer
Vate
CHECKED BY:
Water & Was e 1 i y
�aEe
CHECKED BY:
ormwa er 7 1 y
ate
CHECKED BY: (!04
Parks & Recreation
Date
PA
CHECKED BY:
'rraffic�Engineer
CHECKED BY: ---YnvironmentaiPrnner
�.
Date
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/
Y1~ i
EXISTING ---
k9i TRICKLE PAN
\ F114-1 Fti (%, '(l 1IL',�'E_ IYCH
T
1''0/ I A Dry TION
- EXISTING
DRAINAGE
EASEMENT
\8 w I EXISTING r' .� _ s+'�" "Ap
CONCRETE �� �* �""� PROPOSED
SIDEWALK RETAINING 66
\B•p, CHASE WALL '�
\ / 2'CONIC.L ERA
/ TRICKLE PAN /
eh- STORM LINE F / PICNIC (PHASE 1) CLEANOUT
PROPOSED SHELTER
\ (PHASE 1 OUTLET / e[\` ('ENTRF, FOR ADI _ AVIJ)
♦ SEE DETAIL
e• ess � ��_ SHEET) STRUCTURE �' gl � at T1,'('71,NULOG) TII
0H'NL'R 4i01VD 1) l':11'IT.II,.I,I,I' 1!i PROPOSED ( \
T%- RETAINING
F \�
a,� s iSlPROPOSED � W/A�LL� mJ STORM
- ss EWALK
%%, SIDCHASE �' v / _ _ LINE C
(PHASE 2)
BUILDING 1
EXIST. SSMH s EXISTING
Y
RIM: 5044.07 F > 1 8" FIRE 6" FIRE LINE ` OFFICE BUILDING
INV SE: 5033.59 \ \\ ONE STORM FROM BUILDING 1
INV NW: 5033.77 NEW 1 1/2" /
N: 120044.52 WATER SERVICE
E: 190716.97 TO BUILDING 1
8"x8" TAPPING SLEEVE
TIE INTO EXIST. 8" WATER
w/ 8" GV (NE)
N: 119919.00
E: 190820.13
w
EXIST. SSMH /
RIM: 5044.42
INV SW: 5032.64
INV NW: 5032.84
N: 119917.51
E: 190837.80
8"x6" TAPPING SLEEVE
('F,NTRL' f'OR .1D)'ANCE;'D TIE INTO EXIST. 8" WATER
'l'F,CHNOLOG') 1ciT11 w/ 6" Gv &
FH ASS'Y (NE)
0 W N AW NEW 111 b, RCER N: 119886.73
IS',l TATE. L.L(' E: 190837.38
NEW 1 1/2" WATER
SERVICE TO BUILDING 3
0
-40
NEW
FH ASS'Y
tl �
NN O
m. 1J 6" TEE
w/ TB
> ? ,
O;A m
02
NN J
N
INV NE: 5030.14
INV SW: 5031.3939
INV NW: 5031.49
- INV SE: 5030.32
N: 119690.59
E: 190916.82
4 ram,.
eN a N
e- r
- - - - - - - - - - - - CFA711'E l''Of -I DI-
Tl.'(VIN0LOC) ?OTII
011l1'f.'k CE_v'7'L'1,' 1! F_NN(TL'
RF,TL-ilr R ; Jf, F,�,'TATI,' l,l,C
LINE A2
(PHASE 1)
�w/ TB
I
6" FIRE LINE,/
ate/
\6"111/
w/ TB
PROPOSED
'\ SIDEWALK
CHASE
(PHASE 1)
/
0
6" 22 1/2' BEND
w/ TB
TO BUILDING 2 BUILDING
ENVELOPE r
STORM t
LINE A
/ 6" 90' BEND (PHASE 1)
w/ TB
1� ' CONNECT jJ -
TO EXISTING
4" SANITARY
SEWER STUB
BUILDING 1 -
6" FIRE LINE ENVELOPE �\
FROM BUILDING 1
TO BUILDING 3
G/ }
C
STING
U�� EPS}M RELOCA XI CURSTOP
\ a" G 1i ° - -_ AND METER PIT
E
USE EXIST.
1" WATER SERVICE
SIGN 2� ss FOR IRRIGATION
WALL
NEW 1 1/2" WATER
SERVICE TO BUILDING 2
1TR1-1-
LABOR_ITORIF,�,'
1ST
\
04WER
TF.-I R )I.4 (('0)
QR,S'
\
1G-93. /NC
NOTE:
WATER, FIRE AND SEWER SERVICES SHALL BE STUBBED TO
ALL THREE (3) BUILDINGS WITH PHASE 1 CONSTRUCTION.
ABANDON EXIST. ,
6" FIRE STUB �� /} U,�Y\00 '
THE MAI *(
*(SEE NOTE)
i
SEE NOTE 10
EXISTING
FIRE HYDRANT EXIST. SSMH
RIM: 5046.38
J s INV NE: 5028.55
INV SW: 5028.63
N: 119865.82
11*CONTACT WATER UTILITIES TO E: 191338.36
COORDINATE ABANDONMENT OF
6* FIRE STUB (970) 416-2165
01'1'1N/;'R Tl' 1R4/ 1 �(10) qR,'
1(1 '1.,. f W,
150
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
- - - - - - - - - - - - - - - ----/7- - - -
® NORTH
30 0 30 60 90 Feet
( IN FEET )
LEGEND: 1 inch = 30 ft.
PROPOSED WATER MAIN IT,
EXISTING WATER MAIN w
EXISTING 8" WATER 8" w
EXISTING 8" SANITARY SEWER 8" SS
EXISTING 21" SANITARY SEWER 21" SS
PROPOSED SEWER SERVICE --SQ
PROPOSED SEWER CLEANOUT `O
PROPOSED WATER SERVICE -®
PROPOSED CURB STOP & METER PIT -�
PROPOSED FIRE SERVICE
PROPOSED REMOTE FIRE DEPT. CONN.
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED ELECTRIC -E
-
EXISTING TELEPHONE -I
-
EXISTING GAS G
PROPOSED CURB & GUTTER - -
PROPERTY BOUNDARY/R.O.W. -
PROPOSED EASEMENT ---------
PROPOSED SWALES - . . . - . . . -
BUFFER LINE BL
PHASE LINE
PROPOSED CHASE
PROPOSED ELECTRIC TRANSFORMER ®F
PROPOSED LIGHT POLE (BY OTHERS)
PROPOSED ROOF DRAINS 0-
PROPOSED STORM INLET M
PROPOSED GATE VALVE z
PROPOSED FIRE HYDRANT Y
EXISTING LIGHT POLE r1
EXISTING ELECTRIC METER
EXISTING CLEANOUT Q
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER O
EXISTING TELEPHONE PEDESTAL T❑
EXISTING TREES
PROPOSED ASPHALT PATCH / OVERLAY f�J
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND
UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF
THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. DOMESTIC WATER, FIRE, AND SANITARY SEWER SERVICES SHALL BE
STUBBED AS DEPICTED HEREON WITH PHASE 1. SEE PLAN FOR
PHASING OF STORM DRAINS AND OVERALL PHASE LINES.
3. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY
OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS
LATEST EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY.
EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE
RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN
THE FIELD
6. TO THE EXTENT POSSIBLE, MAINTAIN 10' HORIZONTAL AND 18"
VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, WATER MAINS & SERVICES
7. ALL SANITARY SEWER SERVICES SHALL BE 4" PVC @ 2.0% (MIN.)
SLOPE, UNLESS OTHERWISE SPECIFIED.
B. HORIZONTAL AND VERTICAL POINTS OF CONNECTION FOR ALL
BUILDING UTILITY SERVICES SHALL BE COORDINATED WITH THE MEP
ENGINEER, ARCHITECT, AND SERVICE PROVIDER.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
10. CONTRACTOR SHALL COORDINATE ANY NECESSARY RELOCATION OF
EXISTING DRY UTILITY LINES, AND SHALL EXERCISE EXTRA CAUTION
IN THE VICINITY OF EXISTING GAS AND TELEPHONE LINES.
City of Fort Collins, Colorado
UTILLTY PLAN APPROVAL
APPROVE 1
n eer if Date
y9xill�a�:l'i
W
�c as a e tility -
i Date( "
CHECKED
BY:
o -oaf
orrer rTy
ae
*a
CHECKED
BY:
A
-safe
_
Parks &
�.Reecreation
A
CHECKED
BY:
N
r
`-Tr-'fic ngin eer-
--Date
CHECKED
BY:
---Da�e -
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