HomeMy WebLinkAboutRIDGEWOOD HILLS RESIDENCES, 4TH FILING - FDP - FDP130052 - PLANS - SITE, LANDSCAPE & ELEVATIONS PLANSNORTH
INDEX TO DRAWINGS
FINAL COMPLIANCE PLAN
VICINITY MAP SURVEYOR:
ENGINEER:
PLANNER:
OWNER/APPLICANT:
SITE PLAN
RIDGEWOOD HILLS - FOURTH FILING
Ridgwood Hills - FP.dwg Tuesday, March 12, 2013 11:21:29 AM
LEGAL DESCRIPTION
PARCELS OF LAND LOCATED IN SECTION 14, T.6N., R.69W., OF THE 6TH P.M., CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AND BEING PARTICULARLY
DESCRIBED AS FOLLOWS:
TRACT N AND TRACT T OF RIDGEWOOD HILLS P.U.D., THIRD FILING ACCORDING TO THE
RECORDED PLAT THEREOF AS RECORDED BY THE LARIMER COUNTY CLERK AND
RECORDER ON AUGUST 4, 2000 AS RECEPTION NO. 2000053189.
. . . (WHICH ABOVE DESCRIBED TRACT CONTAINS 10.422 ACRES, MORE OR LESS)
TOTAL AREA
TRACT A TRACT B
227,699 SF / 5.227 AC 226,287 SF / 5.195 AC
SITE DATA
BUILDING COVERAGE: 50,261 SF / 22.1% 39,571 / 17.5%
MULTI-FAMILY 42,452 SF 32,750 SF
CLUBHOUSE - 1,871 SF
GARAGES 7,809 SF 4,950 SF
HARD SURFACE: 76,725 SF / 33.5% 55,778 SF / 24.6%
OPEN SPACE: 100,713 SF / 44.4% 130,938 SF / 57.9%
DWELLING UNITS: 104 UNITS - 19.9 DU/AC 42 DU - 8.09 DU/AC
DENSITY: 34-ONE BED 12-ONE BED
66-TWO BED 18-TWO BED
4-THREE BED 12-THREE BED
BUILDING HEIGHTS: 16-UNIT: 26'-7" 6-UNIT: 24'-8"
24-UNIT: 36'-0" 8-UNIT: 30'-4"
PARKING REQUIRED: 175 SPACES (6-HC) 74 SPACES (4-HC)
PARKING PROVIDED: 143 SPACES 113 SPACES
STANDARD PARKING: 136 SPACES 107 SPACES
HC PARKING: 7 6
GARAGE PARKING: 17 (2 HC / 5 BIKE STORAGE) 16 (3 BIKE STORAGE)
BIKE PARKING PROVIDED: 178 88
58 16
120 (GARAGE) / 67% 72 (GARAGE) / 86%
UNCOVERED:
COVERED:
OVERALL
453,986 SF / 10.422 AC
89,832 / 19.8%
75,202 SF
1,871 SF
12,759 SF
132,503 SF / 29.2%
231,651 SF / 51.0%
146 DU - 14.01 DU/AC
46-ONE BED
84-TWO BED
16-THREE BED
249 SPACES (10-HC)
256 SPACES
243 SPACES
13
16
14
14
7
13
13
11
7
10
4
2
2
2
2
24
24
24
8-UNIT
8-UNIT
6-UNIT
6-UNIT
17'
(TYP)
24'
(TYP)
17'
(TYP)
28'
24'
15' BUILDING
SETBACK
15'
15' BUILDING SETBACK
15'
8' 5'
50' FL-FL (EXISTING)
24.7'
EXISTING
STREET LIGHT
EXISTING STREET LIGHT
EXISTING STREET LIGHT
9' EXISTING
U&DE
TOT
LOT
SPORTS
COURT
(110' X 50')
CLUB
HOUSE
POOL
20'
EXISTING STREET LIGHT
58.8'
120.1'
24'
17'
24'
15'
6' EXISTING U&DE
8
4
10
12
13
10
13
14
15
6
8
8
8
9
13
8
8
2
2
6
12
8
8
6
24
24
24 24
24
300.8'
35'
35'
28'
24'
COURTYARD
FEATURE
15' BUILDING
SETBACK
15'
8-UNIT
6-UNIT
24-UNIT
16-UNIT
16-UNIT
24-UNIT
24-UNIT
R 51'
AE
35' BUILDING SETBACK
35' BUILDING SETBACK
35' DE
20'
20' BUILDING
SETBACK
WALKWAY
SPINE
WALKWAY
SPINE
7'
6'
COURTYARD
8" x 8" x 16" CMU BLOCKS,
FILL CELLS WITH GROUT
CONCRETE FOOTING
PRECAST CONCRETE CAP
MATCH HOTEL STONE VENEER
1'-95
8"
1/4" MIN, 3/8" MAX MORTAR
JOINT, HOLD BACK MORTAR
1/2" FROM FACE OF STONE
COMPACTED SUBGRADE
MULCH
(3) #4 CONT.
:,7+67$1'$5' +22.6
AT 24" O.C.
4" x 8" x 16" CMU BLOCKS,
FILL CELLS WITH GROUT
TREE GRATE FRAME
TREE GRATE
SEE SECTION BELOW
EYEBOLT BELOW TREE
GRATE, THREE LOCATIONS,
SEE SECTION BELOW
8" 4' SQ 8"
BATTERED WALL
COMPACTED SUBGRADE/BACKFILL
6'' MIN. COMPACTED SAND & GRAVEL
4'' PERFORATED PIPE, SLOPE
TO DRAIN
GEOGRID SOIL REINFORCEMENT,
INSTALL PER MANF.
RECOMMENDATIONS, TYPICAL
12'' MIN. GRANULAR FILL
FINISHED
GRADE
INTERLOCKING PINS, PER
MANF. RECOMMENDATIONS,
TYPICAL
MODULAR RETAINING WALL
SYSTEM W/ CAP. USE NEUTRAL
TAN/BROWN COLOR
TO MATCH BUILDING VENEER
(NO PINK/ROSE COLORS)
HOLD FINISHED GRADE TO 1''
BELOW TOP OF CAP, TYPICAL
LANDSCAPE
BOULDERS AT ENDS
TYING INTO GRADE
FINISHED
GRADE
LANDSCAPE
BOULDERS
MODULAR RETAINING WALL
SYSTEM W/ CAP. USE NEUTRAL
TAN/BROWN COLOR
TO MATCH BUILDING VENEER
(NO PINK/ROSE COLORS)
NOTE: WALL HEIGHTS GREATER THAN 4' WILL REQUIRE
STRUCTURAL PLANS AT TIME OF BUILDING PERMIT
7'-6-1/8"
8-UNIT
8-UNIT
6-UNIT
6-UNIT
TOT
LOT
SPORTS
COURT
(110' X 50')
CLUB
HOUSE
POOL
TRIANGLE DRIVE
AVONDALE ROAD
TRASH
ENCLOSURE,
TYP.
TRASH
ENCLOSURE,
TYP.
EDGER, TYP.
BIKE RACK, TYP.
EDGER, TYP.
BIKE RACK, TYP.
PERENNIAL
MIX, TYP.
IMPERVIOUS CAPTURE
AND BIOSWALE, SEE
LID SHEETS
3 AP
1 SMH
1 WH
2 AP
3 NC
3 AP
2 NC
1 BO
11 VMG
2 SSC
3 CAC
13 KFG
8 EGE
2 VMG 1 BO
2 CCJ
2 LPS
26 KFG
1 SMH
7 HJ
3 KDP
2 GSL
6 LPS
3 SSC
7 WSC
1 SMH
11 MLM
27 PFG
3 AP
3 WH
1 CO
3 HJ
8-UNIT
6-UNIT
24-UNIT
16-UNIT
16-UNIT
24-UNIT
24-UNIT
PEYTON DRIVE
AVONDALE ROAD
TRIANGLE DRIVE
GARAGE
PEYTON DRIVE
TRIANGLE DRIVE
TRASH
ENCLOSURE,
TYP.
TRASH
ENCLOSURE,
TYP.
BIKE RACK,
TYP.
PERENNIAL
MIX, TYP.
BIKE RACK,
TYP.
SITE DISTANCE
TRIANGLE, TYP.
EXISTING CRABAPPLE TREE
EXISTING OAK TREE
EXISTING TURF
TEMPORARY
TURN-AROUND
IMPERVIOUS CAPTURE
AND BIOSWALE, SEE
LID SHEETS
4 PPS
5 PFG
8 VMG
1 AT
6 EGE
1 GSL
4 FQS
6 PFG
1 TCC
3 VMG
3 ID
2 FQS
3 MKL
2 TCC
2 FQS
2 CS
2 TCC
2 MLM
3 CAC
4 MKL
3 FQS
11 MLM
1 CS
3 VMG
10 CGH
PEYTON DRIVE
AVONDALE ROAD
TRIANGLE DRIVE
TRIANGLE DRIVE
AVONDALE ROAD
HIGH WATER USE
MODERATE WATER USE
LOW WATER USE
MATCHLINE
(SEE SHEET X OF X)
SYM SCIENTIFIC NAME COMMON NAME SIZE COND. QTY. WATER USE SPECIES PERCENT (%)
DECIDUOUS TREES
GD Gymnocladus dioicus 'Expresso' Kentucky Coffee Tree, Seedless 2" cal. B&B 13 M 4
BO Quercus macrocarpa Burr Oak 2" cal. B&B 19 L-M 6
GSL Tilia cordata 'Greenspire' Greenspire Linden 2" cal. B&B 25 M 8
CO Quercus muelenbergii Chinkapin Oak 2" cal. B&B 18 M 6
SMH Gleditsia triancanthos inermis 'Shademaster' Shademaster Honeylocust 2" cal. B&B 24 L-M 8
WH Celtis occidentalis Western Hackberry 2" cal. B&B 23 M 8
NC Catalpa speciosa Northern Catalpa 2" cal. B&B 13 L 4
ORNAMENTAL TREES
ABP Pyrus calleryana 'Autumn Blaze' Autumn Blaze Pear 1 1
2" cal. B&B 13 M 4
SSC Malus 'Spring Snow' Spring Snow Crabapple 1 1
2" cal. B&B 14 M 5
TCC Malus 'Thunderchild' Thunderchild Crabapple 11
2 cal. B&B 11 M 4
SH Crataegus x modernensis 'Snowbird' Snowbird Hawthorn 1 1
2" cal. B&B 3 L 1
AT Acer tataricum Maple Tatarian 1 1
2" cal. B&B 8 M 3
EVERGREEN TREES
AP Pinus nigra Austrian Pine 6' B&B 40 L 14
AP Pinus nigra Austrian Pine 8' B&B 4 L 1
CS Picea pungens Colorado Spruce 6' B&B 28 M 10
CS Picea pungens Colorado Spriuce 8' B&B 5 M 2
PP Pinus edulis Pinyon Pine 6' B&B 15 L 5
PP Pinus edulis Pinyon Pine 8' B&B 5 L 2
FS Picea pungens 'Iseli Fastigiate' Fastigiate Spruce 8' B&B 8 L-M 3
SHRUBS
KDP Potentilla fruiticosa 'Kathryn Dykes' Kathryn Dykes Potentilla 5 gal. cont. 58 L
CAC Viburnum trilobum 'Bailey Compact' Compact American Cranberrybush 5 gal. cont. 50 M
EGE Euonymus fortunei 'Emerald Gaiety' Emerald Gaiety Euonymus 5 gal. cont. 53 M
ID Cornus sericea 'Isanti' Isanti Dogwood 5 gal. cont. 42 M
CGH Mahonia aquifolium compacta Compact Oregon Grape Holly 5 gal. cont. 25 L
LLM Philadelphus microphyllus Littleleaf Mockorange 5 gal. cont. 19 L
FQS Spirea trilobata 'Fairy Queen Fairy Queen Spirea 5 gal. cont. 79 M
LPS Spirea japonica 'Little Princess' Little Princess Spirea 5 gal. cont. 80 M
PFA Prunus glandulosa 'Rosa Plena' Pink Flowering Almond 5 gal. cont. 22 M
PBC Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Sand Cherry 5 gal. cont. 33 L
WSC Prunus besseyi Western Sand Cherry 5 gal. cont. 35 L
PPS Caragana pygmaea Pygmy Peashrub 5 gal. cont. 38 L
MKL Syringa patula 'Miss Kim' Miss Kim Lilac 5 gal. cont. 19 L
HJ Juniperus horizontalis 'Hughes' Hughes Juniper 5 gal. cont. 100 L
CCJ Juniperus sabina 'Calgary Carpet' Calgary Carpet Juniper 5 gal. cont. 85 L
SPN Salix purpurea Dwarf Arctic Willow 5 gal. cont. 4 M
SI Salix Irrorata Blue Stem Willow 5 gal. cont. 4 M
CW Coyote Willow Salix exugua 5 gal. cont. 16 M
ORNAMENTAL GRASSES
BAG Helictotrichon sempervirens Blue Avena Grass 1 gal. cont. 79 L
KFG Calamagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 1 gal. cont. 278 L
1. TIME OF SEEDING: UNLESS OTHERWISE APPROVED, ALL TURF SEEDING SHALL BE
COMPLETED BETWEEN APRIL 15 AND MAY 31, OR BETWEEN SEPTEMBER 1 AND OCTOBER
15.
2. DRILL SEEDING: DRILL SEED USING A DRILL IMPLEMENT EQUIPPED WITH THE
FOLLOWING PREFERABLE FEATURES;
DEPTH BANDS - TO ALLOW SEEDING AT THE PROPER DEPTH
SEED BOX AGITATOR - TO PROMOTE SEED MIXING
SEED BOX BAFFLES - TO AID IN EVEN SEED DISTRIBUTION AMONG ROWS
SEED-METERING DEVICE - TO PROMOTE EVEN SEED DISTRIBUTION WITHIN ROWS
FURROW OPENERS - TO PERMIT PROPER SEED PLACEMENT FROM SEED SPOUTS, AND
DRAG CHAINS - TO AID IN SEED COVERAGE
3. THE DRILL WILL BE ADJUSTED TO PLANT SEED TO THE PROPER DEPTH. THE DEPTH
OF SEEDING WILL BE APPROXIMATELY 0.25 TO 0.50 INCH. DRILL ROW SPACING WILL BE
SET AT APPROXIMATELY 6 TO 8 INCHES. THE DRILL WILL THEN BE TOWED ACROSS THE
SEEDBED TO COMPLETE THE PLANTING OPERATION. DRILL SEEDING WILL TAKE PLACE
IMMEDIATELY FOLLOWING THE COMPLETION OF FINAL SEED BED PREPARATION
TECHNIQUES.
4. BROADCAST SEEDING: BROADCAST SEEDING SHALL ONLY OCCUR IN AREAS
INACCESSIBLE TO A DRILL SEEDER. BROADCAST SEED ONLY AFTER ALL TREES AND
SHRUBS HAVE BEEN PLANTED IN THESE AREAS. BROADCAST SEEDING WILL BE
ACCOMPLISHED USING HAND-OPERATION "CYCLONE-TYPE" SEEDERS OR ROTARY
BROADCAST EQUIPMENT ATTACHED TO CONSTRUCTION OR RE-VEGETATION
MACHINERY. ALL MACHINERY WILL BE EQUIPPED WITH METERING DEVICES.
BROADCASTING BY HAND WILL BE ACCEPTABLE ON SMALL, ISOLATED SITES. WHEN
BROADCAST SEEDING, PASSES WILL BE MADE OVER EACH SITE TO BE SEEDED IN A
MANNER TO ENSURE AN EVEN DISTRIBUTION OF SEED. WHEN USING HOPPER TYPE
EQUIPMENT, SEED SHOULD BE FREQUENTLY MIXED WITHIN THE HOPPER TO
DISCOURAGE SEED SETTLING AND UNEVEN PLANTING DISTRIBUTION OF SPECIES.
5. BROADCAST SEEDING WILL TAKE PLACE IMMEDIATELY FOLLOWING THE COMPLETION
OF FINAL SEEDBED PREPARATION TECHNIQUES. BROADCAST SEEDING SHOULD NOT BE
CONDUCTED WHEN WIND VELOCITIES WOULD PROHIBIT EVEN SEED DISTRIBUTION. THE
BROADCAST SEEDING RATE WILL BE TWICE THE RATE OF DRILL SEEDING.
6. AFTER SEEDING HAS BEEN COMPLETED, MULCH SHALL BE UNIFORMLY APPLIED AFTER
SEEDING HAS BEEN COMPLETED, MULCH SHALL BE APPLIED AT A RATE OF 2 TONS/ACRE
(4,000 LBS/ACRE). MULCH SHALL BE MECHANICALLY CRIMPED TO A DEPTH OF 2 INCHES
USING A CRIMPER. MULCH SHALL BE HAND CRIMPED AND COVERED WITH A TACKIFIER IN
AREAS WHERE MECHANICAL CRIMPING IS NOT POSSIBLE. ALL MULCH SHALL BE CRIMPED
SUCH THAT THE INDIVIDUAL PIECES OF STRAW OR HAY FORM EXAGGERATED V-SHAPES
PROTRUDING OUT OF THE GROUND SEVERAL INCHES. STRAW OR HAY IN A STAGE OF
DECOMPOSITION (DISCOLORED, BRITTLE, ROTTEN OR MOLDY) OR OLD, DRY MULCH
WHICH BREAKS DURING THE APPLICATION OR CRIMPING PROCESS WILL NOT BE
ACCEPTED.
7.THE SEEDED AREA SHALL BE MULCHED AND CRIMPED WITHIN 4 HOURS AFTER
SEEDING. AREAS NOT MULCHED AND CRIMPED WITHIN 4 HOURS AFTER SEEDING OR
PRIOR TO PRECIPITATION OR WINDY CONDITIONS ON SITE SHALL BE RESEEDED WITH
THE SPECIFIED SEED MIX PRIOR TO MULCHING AND CRIMPING.
8. IN CERTAIN INSTANCES, IT MAY BE NECESSARY TO APPLY A TACKIFIER IN ORDER TO
HELP WITH STRAW DISPLACEMENT. TACKIFIER SHALL BE APPLIED ACCORDING TO THE
MANUFACTURER'S SPECIFICATIONS.
9. MULCH SHALL BE INSPECTED FOR AND REGIONALLY CERTIFIED AS WEED FREE BASED
ON THE REGIONALLY DESIGNATED NOXIOUS WEED AND UNDESIRABLE PLANT LIST FROM
COLORADO, WYOMING, MONTANA, NEBRASKA, UTAH, IDAHO, KANSAS, SOUTH DAKOTA
OR ANY OTHER STATE NOT LISTED THAT SERVED AS THE PLACE OF ORIGIN FOR THE
STRAW MULCH
MULCH FOLLOWING ALL SOIL PREPARATION AND PLANTING.
1. SHRUB BEDS: MULCH SHRUB BEDS (DECIDUOUS, CONIFEROUS SHRUBS & GRASSES)
WITH A 3-INCH LAYER OF WASHED RIVER GRAVEL MULCH WHERE 5 GALLON SHRUB
MATERIAL IS USED. MULCH ALL ONE GALLON PERENNIAL AND GROUND COVER PLANTING
AREAS WITH A 3" LAYER OF WOOD MULCH.
2. TREE PLANTING RINGS IN IRRIGATED TURF AREAS: MULCH ALL SOIL PLANTING RINGS
OF DECIDUOUS AND CONIFEROUS TREES WITH A 3" LAYER OF WOOD BARK MULCH.
AND BOTTOM.
15. TREES, SHRUBS, AND GROUND COVERS:
PLANT MATERIALS SHALL BE A FIRST-CLASS REPRESENTATIVE OF ITS SPECIES; HEALTHY, WELL BRANCHED
AND WELL PROPORTIONED IN RESPECT TO HEIGHT AN WIDTH RELATIONSHIPS; FREE FROM DISEASE, INJURY,
INSECTS, AND WEED ROOTS; AND CONFORMING TO THE REQUIREMENTS OF THE COLORADO NURSERY ACT.
(SEE LANDSCAPE CONTRACTORS OF COLORADO STANDARD SPECIFICATIONS FOR APPROPRIATE SECTIONS
OF THE NURSERY ACT). ALL PLANTS SHALL BE NURSERY STOCK FROM GROWERS LOCATED IN USDA
HARDINESS ZONES 1, 2, 3 OR 4.BOTANIC AND COMMON NAMES: PLANT NAMES GIVEN IN THE PLANT LIST ARE
IN CONFORMANCE WITH STANDARD HORTICULTURAL PRACTICE IN THIS AREA. PLANTS ARE TO BE
DELIVERED TO THE SITE WITH TAGS BEARING THE BOTANIC NAME AS INDICATED BY THE PLANT LIST.
CLEARING. PRIOR TO ANY SOIL PREPARATION, EXISTING VEGETATION TO REMAIN AND WHICH MIGHT
INTERFERE WIT THE SPECIFIED SOIL PREPARATION SHALL BE MOWED, GRUBBED, RAKED, AND THE DEBRIS
REMOVED FROM THE SITE. PRIOR TO OR DURING GRADING OR TILLAGE OPERATION, THE GROUND SURFACE
SHALL BE CLEARED OF MATERIALS THAT MIGHT HINDER FINAL OPERATIONS.
PREPARE ALL AREAS TO BE PLANTED AS FOLLOWS:
RIP ALL AREAS TO BE PLANTED, SEEDED AND/OR SODDED TO A MINIMUM OF 8 INCHES IN TWO DIRECTIONS
USING AN AGRICULTURAL RIPPER WITH TINES SPACED AT NO GREATER THAN 18 INCHES. AREAS ADJACENT
TO WALKS, STRUCTURES CURBS, ETC, WHERE THE USE OF LARGE MECHANICAL EQUIPMENT IS DIFFICULT,
SHALL BE WORKED WITH SMALLER EQUIPMENT OR BY HAND.
SOIL PREPARATION: SPREAD 3 CY/1000 SF OF COMPOST AND SUFFICIENT FERTILIZER TO MEET
REQUIREMENTS OF SOIL ANALYSIS OVER ALL AREAS TO BE SEEDED, SODDED, AND/OR PLANTED W/TREES,
SHRUB BED AND GROUND COVER. INCORPORATE COMPOST BY DISKING OR ROTOTILLING INTO THE TOP 4 TO
6 INCHES OF SOIL. OBTAIN A UNIFORM MIXTURE WITH NO POCKETS OF SOIL OR AMENDMENTS REMAINING.
THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, 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.
1. SUBSTITUTIONS. ANY PLAN SUBSTITUTIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
2. ESTABLISHED LOCATION: STAKE TREES AND FLAG OR SET OUR ALL SHRUBS IN LOCATIONS SHOWN ON
THE PLANS PRIOR TO INSTALLATION FOR REVIEW BY OWNER. THE FOLLOWING ARE MINIMUM DISTANCES
THAT PLANT MATERIALS CAN BE PLACED FROM ADJACENT WALLS, FENCES OR PAVED AREAS:
LARGE SHRUBS: 4 FEET
MEDIUM SHRUBS: 2-1/2 FEET
PERENNIALS, GRASSES AND GROUND COVERS: 18 INCHES
3. PLANTING PITS:
DIG PLANTING PITS A MINIMUM OF 2 TIMES AS WIDE AS DIAMETER OF ROOT BALL OR CONTAINER, AND A
DEPTH SUFFICIENT TO ALLOW TOP OF ROOT BALL AT TRUNK TO SIT A MINIMUM OF 3" ABOVE SURROUNDING
GRADE FOR SHRUBS.
INCORPORATE COMPOST BY DISKING OR ROTOTILLING INTO THE TOP 4 TO 6 INCHES OF SOIL. OBTAIN A
UNIFORM MIXTURE WITH NO POCKETS OF SOIL OR AMENDMENTS REMAINING.
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 INCLUDED 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.
CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTING AT THE COMPLETION OF EACH
PHASE OF THE DEVELOPMENT. ALL TREES NEED TO HAVE BEEN INSTALLED AS SHOWN ON THE LANDSCAPE
PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED OF EACH PHASE
STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE
CONTRACTOR
RESTORE THE FINE GRADE OF ALL AREAS TO BE PLANTED, SEEDED AND/OR SODDED WITH FLOAT DRAG TO
REMOVE IRREGULARITIES RESULTING FROM TILLING OPERATIONS. FLOAT DRAG TWO DIRECTIONS. REMOVE
ANY ADDITIONAL STONES OVER 1-1/2 INCHES THAT HAVE COME TO THE SURFACE. UPON COMPLETION OF
FINISH GRADING OPERATIONS, THE CONTRACTOR MUST PROVIDE A FINISH LANDSCAPE GRADE THAT SHALL
CONFORM TO THE GRADES AND ELEVATIONS SHOWN ON THE ENGINEERING DRAWINGS. CONTRACTOR
SHALL PROVIDE POSITIVE DRAINAGE IN ALL LANDSCAPE AREAS.
SHRUBS. ROUGHEN SIDES OF THE PIT TO REMOVE ANY COMPACTING OR GLAZING. LOOSEN SOIL AT BOTTOM
OF PIT TO A MINIMUM DEPTH OF SIX INCHES. MIX LOOSENED SOIL WITH SPECIFIED BACKFILL.
4. BACKFILL MATERIAL: TREE AND SHRUB PLANTING PITS SHALL BE BACKFILLED WITH THE FOLLOWING MIX:
75% TOPSOIL BY VOLUME (SOIL EXCAVATED FROM PLANTING PITS).
25% COMPOST BY VOLUME.
THE SPECIFIED BACKFILL MATERIALS SHALL BE PRE-MIXED USING INDUSTRY ACCEPTED TECHNIQUE IN
ORDER TO OBTAIN A UNIFORM, EVENLY BLENDED CONSISTENCY, FREE FROM POCKETS OF UNBLENDED
MATERIAL AND CLODS OR STONES GREATER THAN TWO INCHES IN DIAMETER. BACKFILL MIX SHALL BE
DELIVERED TO EACH PLANTING PIT AFTER MIXING HAS OCCURRED.
BACKFILL PIT WITH EXCAVATED SOIL
SET TOP OF ROOTBALL 4" ABOVE LOWEST
ADJACENT GRADE. REMOVE TOP 2/3 OF
WOOD MULCH (4" DEPTH).
6" DEPTH AMENDED SOIL
WIRE BASKET AND BURLAP.
1. GUY ALL CONIFER TREES AND ALL DECIDUOUS TREES LARGER
THAN 21
2" CAL. AS SHOWN.
2. IN SODDED AREAS, CUT SOD IN 36" CIRCLE AND MULCH. FOR
CONIFERS CUT SOD AT DRIP LINE OF TREE AND MULCH.
3. GUY EVERGREEN TREES IN 3 PLACES AT 45 DEGREE ANGLE
SLIGHTLY TAUT ONLY TO ALLOW SOME MOVEMENT. USE NYLON
STRAPS (NOT HOSES) WITH METAL GROMMETS.
EVERGREEN TREES
1. WEED BARRIER: WEED BARRIER MAY BE TYPAR 3341 OR APPROVED EQUAL. PLACE
WEED BARRIER BENEATH COBBLE MULCH AREAS.
2. COBBLE MULCH: 4-8" DIA. NOMINAL SIZE WASHED RIVER COBBLE. SUBMIT SAMPLE.
3. BARK MULCH: SHREDDED CEDAR BARK MULCH; BARK POLE PEELINGS FROM CEDAR
TREES ONLY. MULCH SHALL BE DARK BROWN IN COLOR AND FINELY SHREDDED. MULCH
SHALL BE FREE FROM NOXIOUS WEED SEED AND FOREIGN MATERIAL HARMFUL TO PLANT
LIFE. CHIPPER CHIPS, PINE POLE PEELINGS OR OTHER ANGULAR BARK CHIPS ARE NOT
ACCEPTABLE. SUBMIT SAMPLES.
4. HEADERS: STEEL HEADER: RYERSON ESTATE STEEL HEADER 1/8" X 4" WITH 1" X 24"
SIZE STRAP STEEL STAKES OR EQUAL. SUBMIT SAMPLE.
5. TREE STAKES: 8-FOOT LONG, 2-INCH DIAMETER PRESSURE TREATED LODGE POLE PINE
STAKES (OR METAL "T" POSTS AS ALLOWED BY LANDSCAPE ARCHITECT. APPROVAL
REQUIRED PRIOR TO INSTALLATION.)
6. GUY ANCHORS: 24-INCH LONG METAL "T" POSTS.
7. GUYING AND STAKING WIRE: GALVANIZED IRON OR STEEL 12-GUAGE WIRE.
8. WEBBING: 2-INCH NYLON WEBBING OR RUBBERIZED CLOTH.
9. TREE WRAP: 4-INCH MINIMUM WIDTH COMMERCIAL TREE WRAP.
10. SAFETY CAPS: INDUSTRY STANDARD (FOR METAL "T" POST ONLY)
11. COMPOST: A TOTALLY ORGANIC PRODUCT THAT HAS BEEN AEROBICALLY AND
NATURALLY PROCESSED WITHOUT THE ADDITION OF COARSE WOOD CHIPS, IN SUCH A
MANNER AS TO MAINTAIN A CONSISTENT TEMPERATURE OF 140 DEGREES FAHRENHEIT
OR GREATER FOR A PERIOD OF TIME SUFFICIENT TO CREATE THE FOLLOWING
CHARACTERISTICS MEASURED BY DRY WEIGHT: MAXIMUM ALLOWABLE ORGANIC
MATTER: 60% ORGANIC MATTER TO NITROGEN RATIO: 25:1 TO 30:1; PH: 7 TO 8 PHSALTS:
2.0 TO 3.0 MMHOS; LESS THAN 25% INORGANIC MATTER; LESS THEN 1% SOIL, DIRT OR
SAND; MAXIMUM PARTICLE SIZE OF INCH DIAMETER.
ERADICATION OF ALL HARMFUL WEED SEEDS, PATHOGENS AND BACTERIA; A
NON-OFFENSIVE EARTHLY SMELL.
12. FERTILIZER: FERTILIZER FOR TURF SHALL BE COMMERCIAL TYPE, OF UNIFORM
COMPOSITION, FREE FLOWING, AND CONFORMING TO APPLICABLE STATE AND FEDERAL
LAWS. SUBMIT MANUFACTURER'S GUARANTEED ANALYSIS. FORMULATED FERTILIZER
ANALYSIS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR REVIEW AND SHALL
BE BASED UPON RECOMMENDATIONS MADE BY SOIL LAB. CONTRACTOR SHALL SUBMIT
SOIL SAMPLE TO SOIL LAB FOR ANALYSIS AND FERTILIZER RECOMMENDATIONS.
IF SOIL TYPES ARE SIMILAR IN STRUCTURE, THE CONTRACTOR MAY USE A CONSISTENT
FORMULATED FERTILIZER FOR THE ENTIRE SITE AREA. HOWEVER, IF SOIL STRUCTURES
ARE VASTLY DIFFERENT, A FORMULATED FERTILIZER FOR EACH SPECIFIC SITE AREA
WILL BE REQUIRED.
FERTILIZER FOR TREE AND SHRUB, BACKFILL MIX, AND GROUND COVER AREAS SHALL BE
OSMOCOTE SIERRABLEN, 9 MONTH SLOW-RELEASE FERTILIZER.
13. BLUEGRASS SOD: BLUEGRASS SOD SHALL CONTAIN THE FOLLOWING SEED MIX:
60% ELDORADO, SILVERADO AND MONARCH TURF TYPE FTALL FESCUE, 30% MANCHAR
SMOOTH BROME, 10% BLUEGRASS MIX (DROUGHT TOLERANT BLENDS). SOD SHALL BE A
MINIMUM OF ö INCH THICK, HARVESTED IN ROLLS FERTILIZED TWO TO THREE WEEKS
BEFORE CUTTING, AND SHALL BE CUT NOT MORE THAN ONE DAY PRIOR TO PLANTING.
SOD SHALL BE ONE YEAR OLD, MINIMUM, GROWN UNDER INTENSIVE CARE AND
CULTIVATION TO PRODUCE A THICK, EVEN STAND OF GRASS.
14. SEEDED TURF: ALL TURF SEEDING SHALL BE COMPLETED BETWEEN APRIL 15 AND
MAY 31, OR BETWEEN SEPTEMBER 1 AND OCTOBER 15. SEEDED TURF AREAS SHALL BE
SEEDED WITH THE FOLLOWING BLEND:
60% ELDORADO, SILVERADO AND MONARCH TURF TYPE TALL FESCUE
30% MANCHAR SMOOTH BROME
10% BLUEGRASS MIX 9DROUGHT TOLERANT BELANDS.
DRY LAND SEED AREAS SHALL BE SEEDED WITH THE LOW GROW NATIVE MIX BY PAWNEE
BUTTES:
10% ARIZONA FESCUE
40% SANDBERG/CANBY BLUEGRASS
10% ROCKY MOUNTAIN/IDAHO FESCUE
40% BIG BLUEGRASS
OR APPROVED EQUIVALENT.
FLAGGING
2X ROOT BALL DIA. SCARIFY SIDES
6" DEPTH AMENDED SOIL
6" DEPTH AMENDED SOIL. NO SPECIAL
EXISTING SUBGRADE
BACKFILL MIX.
PLACE SHRUBS A MINIMUM OF 18" FROM PLANTING BED EDGE (STEEL HEADER, CURBS,
WALKS, WALLS, ETC.) FOR 1 GALLON SHRUBS, 3' MINIMUM FOR 5 GALLON DECIDUOUS
SHRUBS, 4' FOR CONIFER SHRUB.
FOR 5 GALLON AND LARGER PLANT MATERIAL CONSTRUCT A 2" HIGH WATERING RING
AROUND SHRUB AT EDGE OF PLANTING PIT. FOR 1 GALLON MATERIAL, CONSTRUCT A 2"
X 18" DIA. WATER RING AND MULCH WITH WOOD BARK INSIDE OF THE WATER RING.
NO WEEDBARRIER FABRIC
HAND SPADED EDGE
SHRUB BED FINISHED GRADE
4" DEPTH
THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING
UNTIL FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT
COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE
ESTABLISHED, OF AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO
ACCEPTANCE.
1. REMOVE STOCK FROM CONTAINER. DO NOT BREAK THE ROOT BALL. A SPADE SHALL
NOT BE USED. SCARIFY SIDES AND BOTTOM OF ROOT BALL.
2. PLACE BACKFILL MIX INTO PLANTING PIT TO A DEPTH SUCH THAT THE PLANT, WHEN
PLANTED, WILL BE THREE INCHES ABOVE FINISH GRADE FOR DECIDUOUS TREES, FOUR
TO SIX INCHES FOR CONIFEROUS TREES, AND TWO INCHES ABOVE FINISH GRADE FOR
ALL SHRUBS.
3. UNTIE AND REMOVE BURLAP FROM TOP THIRD OF ROOT BALL ON BALLED AND
BURLAPPED MATERIAL. REMOVE WIRE BASKETS FROM TOP AND MINIMUM OF 2/3 OF ALL
SIDE OF ROOT BALL.
4. BACKFILL ONE-HALF OF PIT WITH BACKFILL MIXTURE AND WATER IN THOROUGHLY
BEFORE PLACING ANY MORE BACKFILL. DO NOT WORK WET SOIL.
5. BACKFILL THE REST OF THE PLANTING PIT WITH BACKFILL MIXTURE AND TAMP TO
COMPACT. WATER IN THOROUGHLY. DO NOT WORK WET SOIL
APPLY SLOW RELEASE FERTILIZER, PER MANUFACTURER'S DIRECTION OF SIZE OF PLANT
MATERIAL, BY SPREADING EVENLY OVER THE TOP OF THE ENTIRE PLANTING PIT.
6. STAKE OR GUY ALL TREES IN A TRUE VERTICAL POSITION. WRAP DECIDUOUS TREES
BOTTOM TO TOP. STAPLE OR TACK IN PLACE AT TOP. WRAP APPROXIMATELY
NOVEMBER 15 AND REMOVE APPROXIMATELY MAY 15.
7. IF TREES ARE PLANTED IN A SPADE DUG HOLE, THEY SHALL BE DEEP WATERED WITH A
WATERING NEEDLE ANGLING FROM THE INSIDE OF THE BALL OUT THROUGH THE
PERIMETER OF THE SOIL.
8. ALL LANDSCAPE PLANTS INCLUDING TURF WILL BE IRRIGATED WITH A PERMANENT
AUTOMATIC IRRIGATION
1. WEED BARRIER SHALL BE PLACED IN ALL SHRUB BED AREAS WHERE 5-GALLON SHRUB
MATERIAL IS USED OR WHERE NOTED IN PLAN AND DETAILS. AT ALL EDGES OF CURBS,
WALLS, STRUCTURES, PAVEMENTS, AND HEADERS, WEED BARRIER SHALL BE SECURED
WITH 11-GAUGE, 6-INCH LONG STAPLES AT 18 INCHES O.C. AT ALL EDGES.
2. NO WEED BARRIER SHALL BE PLACED IN AREAS RECEIVING ONE GALLON AND
SMALLER PLANT MATERIAL.
3. NO WEED BARRIER SHALL BE PLACED IN SOIL PLANTING RINGS OF DECIDUOUS AND
CONIFEROUS TREES PLANTED IN SODDED OR SEEDED AREAS.
1. LAYOUT STEEL HEADER IN LOCATIONS SHOWN ON PLANS AND RECEIVE REVIEW OF
OWNER PRIOR TO INSTALLATION. LOCATE BY SCALING OFF OF PLAN. INSTALL PLUMB
WITH GRADES MAINTAINING A MINIMUM CONSTANT HEIGHT OF ONE INCH ABOVE
ADJACENT TURF AREAS.
INSTALL USING STRAIGHT LINES AND SMOOTH CURVES.. STAKE STEEL HEADER USING
PINS OF TWO FEET O.C. PROVIDE DRAINAGE SLITS OR HOLES AT SUFFICIENT INTERVALS
TO ALLOW EXCESS WATER TO DRAIN AWAY.
1. AFTER SOIL PREPARATION, ROLL THE AREA TO AN EVENLY COMPACTED, FIRM SOIL
BED.
2. REPLACE HARD AND SOFT AREAS.
3. SCARIFY SURFACE TO A DEPTH OF 3/8 INCH.
4. KEEP SOIL BED MOIST DURING LYING OF SOD.
5. LAY SOD SMOOTHLY; EDGE TO EDGE, AND WITH STAGGERED JOINTS. BUTT EDGES
TIGHTLY.
6. WATER SOD LIGHTLY AS LAYING PROGRESSES TO PREVENT DRYING OF SOD.
7. ROLL SOD DIAGONALLY WITH A LIGHT ROLLER, LEVELING IRREGULARITIES AND
SEALING JOINTS.
8. IN ORDER TO FACILITATE DRAINAGE, PLACE SOD FLUSH WITH PAVEMENT ON THE
UPHILL SIDE OF PAVEMENT. ON THE DOWNHILL SIDE OF PAVEMENT, PLACE SOD
SLIGHTLY BELOW PAVEMENT SURFACE.
9. HOLD SOD BACK FROM TREE TRUNKS AS SHOWN IN DETAILS.
30" DIA. MULCH RING IN LAWN AREAS.
4" DEPTH WOOD MULCH AT BASE OF TREE.
OF ROOTBALL 3" ABOVE LOWEST ADJACENT GRADE.
POSTS VERTICALLY PLUMB. NO RUBBER HOSES.
PROTECTIVE RUBBER CAPS ON POSTS.
SET TREE ON COMPACTED SUBGRADE WITH TOP
REMOVE TOP 3/4 OF WIRE BASKET AND BURLAP.
PLANTED IN THE SPRING DO NOT WRAP.
WRAP TREES TO FIRST BRANCH IN THE FALL. IF
DECIDUOUS TREES
(SLIGHTLY TAUT). WITH NYLON STRAPS. SET
STAKE TREES USING METAL POSTS WIRED
18" MIN.
LAWN
SHRUBS
TREE AND SHRUB INSTALLATION
LANDSCAPE SPECIFICATIONS
LANDSCAPE
DETAILS
8
8
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP.dwg
PLOT DATE: 12/13/2013 9:16 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
Bill Timm
233 Carillo Street
Santa Barbara, CA 93101
(805) 963-0358
RIDGEWOOD HILLS - FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
8
MLM Miscanthus sisnensis 'Morning Light' Morning Light Miscanthus 1 gal. cont. 165 M
VMG Miscanthus sinensis Variegatus Variegated Maiden Grass 1 gal. cont. 117 M
DFG Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass 1 gal. cont. 169 L
PFG Pennisetum orientale 'Karley Rose' Pink Oriental Fountain Grass 1 gal. cont. 80 L
PERENNIAL MIX
20% Gaillardia aristata Blanket Flower 1 gal. cont. N/A L
20% Hemerocallis 'Stella de Oro' Dwarf Gold Daylily 1 gal. cont. N/A L
20% Stchys bysantina 'Silver Carpet' Silver Carpet Lamb's Ears 1 gal. cont. N/A L
20% Lavandula angustifolia 'Hidcote' Deep Blue Lavender 1 gal. cont. N/A L
20% Phlox subulata 'White Delight' Creeping White Phlox 1 gal. cont. N/A L
SEED MIXES
HYDROZONE AREA (S.F.) WATER NEEDED (GAL./S.F.) ANNUAL WATER USE (GAL.)
89,427
19,265
78,457
0
10.88 gal/s.f.
HIGH
MODERATE
LOW
VERY LOW
AVERAGE WATER NEEDED:
(TOTAL GAL./TOTAL S.F.)
PLANT LIST
1.
FINAL LOCATIONS OF PLANT MATERIAL MAY BE ADJUSTED IN THE FIELD IN ORDER TO EFFECTIVELY SCREEN UTILITY METERS AND GROUND-MOUNTED MECHANICAL EQUIPMENT. THIS INCLUDES
GROUND-MOUNTED OUTDOOR CONDENSING UNITS TO BE SCREENED WITH LANDSCAPE TO THE MAXIMUM EXTENT FEASIBLE.
8. THE FOLLOWING SEPARATION DISTANCES SHALL BE PROVIDED BETWEEN UTILITIES, SIGNS AND DRIVEWAYS
FORTY (40) FEET BETWEEN SHADE TREES AND STREET LIGHTS. FIFTEEN (15) FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS.
TWENTY (20) FEET BETWEEN SHADE AND/OR ORNAMENTAL TREES AND TRAFFIC CONTROL SIGNS AND DEVICES.
TEN (10) FEET BETWEEN TREES AND WATER OR SEWER MAINS.
SIX (6) FEET BETWEEN TREES AND WATER OR SEWER SERVICE LINES.
FOUR (4) FEET BETWEEN TREES AND GAS LINES.
EIGHT (8) FEET BETWEEN TREES AND DRIVEWAYS
PLANT NOTES
WATER BUDGET CHART
HYDROZONE PLAN
TOTAL ANNUAL WATER USE (GAL.): 2,0337,322
TOTAL: 187,149
18
10
3
0
HYDROZONE LEGEND
1,609,686
192,265
235,371
0
PLANT LIST, NOTES
& HYDROZONES
7
7
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP.dwg
PLOT DATE: 12/13/2013 9:16 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
Bill Timm
233 Carillo Street
Santa Barbara, CA 93101
(805) 963-0358
RIDGEWOOD HILLS - FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
8
Bioswale Seed Mix:
Prairie Wetland Mix by Pawnee Buttes Seed, Inc.
American Sloughgrass 10%
Canada Wildrye 12%
Switchgrass 12%
Alkali Bulrush 12%
Soft stem Bulrush 10%
Prairie Cordgrass 10%
Meadow Sedge 8%
Creeping Spikerush 6%
Threesquare Bulrush 6%
Small fruited Bulrush 5%
Small winged Sedge 4%
Fowl Mannagrass 2%
Arrowgrass 2%
Nebraska Sedge .5%
Baltic Rush .25%
Torrey Rush .25%
Non-Irrigated Native Seed Mix A:
Foothills Native Mix by Pawnee Buttes Seed, Inc.
Indian Ricegrass 10%
Little Bluestem 10%
Blue Grama 10%
Big Bluestem 10%
Sandberg Bluegrass 10%
Rocky Mountain Fescue 10%
Sideoats Grama 10%
Green Needlegrass 10%
Prairie Sandreed 10%
Thickspike Wheatgrass 10%
1 CS
1 SMH
14 CAC
6 HJ
5 GSL
2 GSL
6 BO
3 SMH
3 MKL
5 HJ
6 CCJ
2 PA
3 PBC
2 KDP
1 CCJ
2 SMH
4 KDP
1 SMH
6 HJ 7 FQS
8 KFG
1 GSL
6 HJ
3 CCJ
2 PA
5 PBC
13 KFG
1 AT
7 VMG
4 PFA
5 EGE
1 AT
8 VMG
3 ID
9 KFG
6 LPS
5 MLM
6 LPS
3 PFA
7 KFG
4 LLM
9 KFG
1 ABP
3 SSC
2 PP
2 WH
2 NC
3 CCJ
1 WH
1 BO
3 HJ
4 WSC
3 PP
4 PBC
1 WH
3 AP
2 NC
6 CS
1 WH
2 SH
3 AP
5 CGH
2 TCC
31 BAG
12 MLM
3 EGE
3 KDP
11 FQS
1 TCC
3 CAC
9 DFG
4 EGE
9 DFG
1 ABP
12 DFG
12 LPS
2 CO
7 DFG
3 CAC
7 PFG
3 FQS
7 PFG
7 PFA
4 ABP
2 GD
1 CS
1 GSL
6 CCJ
2 CO
3 PBC
6 CCJ
2 CO
3 PBC
2 GD
21 KFG
3 KDP
10 HJ
3 HJ
1 GD
14 MLM
1 BO
3 HJ
3 HJ
2 KDP
1 GD
1 WH
3 AP
3 NC
4 KDP
2 SSC
3 ID
11 VMG
2 EGE
3 LLM
17 MLM
3 LPS
9 VMG
1 AT
5 PFG
3 LPS
6 FQS 5 PFG
1 TCC
6 FQS
5 KDP
1 CO
3 HJ
2 GSL
4 CS
5 ID
9 KFG
6 EGE
3 LPS
9 MLM 3 CAC
3 MLM
7 BAG
3 KDP
3 LLM
2 ABP
3 ID
2 AT
6 EGE
2 PFA
6 CCJ
6 PFA
1 SH
4 CAC
5 LPS
5 KFG
1 CS
8 KFG
1 AT
1 GSL
5 KDP
2 GD
9 CCJ
2 SMH
3 AP
1 WH
7 MLM
1 AP
13 DFG
4 LPS
9 VMG
1 GD
3 CGH
3 PPS
2 CO
6 MLM
1 CS
5 VMG
3 EGE
3 ID
2 LLM
1 ABP
5 CAC
14 DFG
11 VMG
3 ID
10 KFG
7 BAG
3 KFG
1 FQS
11 BAG
1 AP
5 CCJ
1 SMH
2 PBC
3 CCJ
1 SMH
3 LPS
1 AT
3 CAC
12 DFG
5 PPS
10 DFG
2 PP
8'
3 AP
1 AP
1 TCC
8'
6 HJ
6 PBC
3 WSC
15 DFG
2 CS
8'
6 WSC
10 HJ
1 PP
3 AP
8'
2 CS
8'
8'
1 SMH
3 AP
8'
8'
1 AP
2 SSC
3 WSC
8' 8'
8'
4 WSC
3 AP
8'
3 PBC
2 SSC
5 PP
8' 8'
2 WH
2 CS
2 SMH 2 CS
4 PBC
3 PP
4 PP
3 HJ
3 HJ
5 MLM
3 LPS
3 LPS
1 GSL
1 TCC
4 SPN
2 CW
3 CW
4 FS
3 PFA
4 HJ
MAIL KIOSK TO SERVE
SOUTH SIDE OF
AVONDALE RD
MODULAR RETAINING WALL
SEE DETAIL #1 SHEET 4
PROPOSED
STREET LIGHT
PROPOSED
STREET LIGHT
3 PPS
3 AP
TURF
TURF
3 SMH
7 MLM
1 AP
13 DFG
4 LPS
9 VMG
1 GD
3 CGH
3 CAC
Ridgwood Hills - FP.dwg Tuesday, March 12, 2013 11:21:29 AM
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
LEGEND:
MATCHLINE
(SEE SHEET 5 OF 8)
FUTURE LANDSCAPE:
SCALE: 1"= 30'-0"
FUTURE LANDSCAPE PLAN - SAME SHEET
LANDSCAPE PLAN
- SOUTH
6
6
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP.dwg
PLOT DATE: 12/13/2013 9:16 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
Bill Timm
233 Carillo Street
Santa Barbara, CA 93101
(805) 963-0358
RIDGEWOOD HILLS - FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
8
DECIDUOUS SHADE/
STREET TREE
ORNAMENTAL TREE
EVERGREEN TREES
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
IRRIGATED TURF
NON-IRRIGATED
NATIVE SEED
PERENNIALS
SIGHT TRIANGLE
STEEL EDGER
BIOSWALE SEED MIX / CONTINOUS
PLANTER MIX POCKET (SEE LID
SHEETS)
LANDSCAPE BOULDERS /
BOULDER RETAINING WALL
BIKE RACK
STREET LIGHT FIXTURE
PET STATION
PROPOSED STREET LIGHT
EXISTING STREET LIGHT
MODULAR RETAINING WALL
5 MLM
16 KFG
8 PPS
5 KDP
2 CO
14 MLM
8 CCJ
2 KDP
1 GD
5 CCJ
4 KDP
2 CO
4 HJ
3 CCJ
3 KDP
5 CCJ
1 SMH
2 SMH
23 KFG
3 CCJ
2 CCJ
1 GD
2 AP
8 KDP
2 GSL
6 HJ
1 GSL
3 CS
5 VMG
5 EGE
26 KFG
10 FQS
7 DFG
2 PPS
5 CGH
3 MKL
9 PFG
2 WSC
16 KFG
15 DFG
7 LPS
21 DFG
5 CAC
3 VMG
9 MLM
8 LPS
1 CS
5 VMG
6 FQS
5 PPS
16 DFG
20 KFG
3 MKL
9 DFG
5 MLM
3 EGE
2 ABP
3 VMG
3 ID
5 MKL
5 VMG
2 CS
3 PFA
7 PFG
3 PFA
29 KFG
9 BAG
2 FQS
16 BAG
2 AP
6 VMG
3 ID
11 MLM
2 HJ
6 VMG
4 CGH
3 LLM
3 LPS
9 FQS
6 PFG
6 PPS
7 MLM
4 MLM
2 CCJ
5 KDP
6 WSC
4 ID
7 CCJ
6 PFG
3 HJ
2 GSL
1 NC
3 GSL
19 KFG
5 CAC
2 GD
2 CS
5 BO
4 WH
4 GSL
3 SMH
2 SH
2 PPS
4 SI
4 FS
4 PFA
1 PFA
MAIL KIOSK TO SERVE
NORTH SIDE OF
AVONDALE RD
YIELD SIGN WITH
STREET NAME
SIGNS ABOVE
EXISTING STREET LIGHT
EXISTING STREET LIGHT
5 LPS
VEGETATED SLOPE
LANDSCAPE BOULDER
(BROWNS AND BEIGES - NO PINK)
BOULDER WALL
COMPACTED
SUB GRADE (95 S.P.D.)
NOTE: WALL HEIGHTS GREATER THAN 4' WILL REQUIRE
STRUCTURAL PLANS AT TIME OF BUILDING PERMIT
MIN. 1
3 BOULDER
BELOW GRADE
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
LEGEND:
MATCHLINE
(SEE SHEET 6 OF 8)
DECIDUOUS SHADE/
STREET TREE
ORNAMENTAL TREE
EVERGREEN TREES
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
IRRIGATED TURF
NON-IRRIGATED
NATIVE SEED
PERENNIALS
SIGHT TRIANGLE
STEEL EDGER
LANDSCAPE PLAN
- NORTH
5
5
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP.dwg
PLOT DATE: 12/13/2013 9:16 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
Bill Timm
233 Carillo Street
Santa Barbara, CA 93101
(805) 963-0358
RIDGEWOOD HILLS - FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
8
BIOSWALE SEED MIX / CONTINOUS PLANTER MIX
POCKET (SEE LID SHEETS)
LANDSCAPE BOULDERS / BOULDER RETAINING WALL
BIKE RACK
STREET LIGHT FIXTURE
PET STATION
PROPOSED STREET LIGHT
EXISTING STREET LIGHT
MODULAR RETAINING WALL
1 SCALE: NTS
LANDSCAPE BOULDERS /
BOULDER RETAINING WALL
2'-61
4"
VARIO III END TO END
57 4
12" 57
4
12"
114 8
12"
SIDE VIEW
2'-51
2"
4'-7 1
16"
1'-61
2"
STRUCTURAL NOTES:
1. VERITY FROST PROTECTION REQUIREMENTS W/ LOCAL
JURISDICTION.
2. THIS DESIGN IS INTENDED FOR THE SUPPORT OF THE
VARIO LINE OF 4C CONFIGURABLE MAIL SHELTERS AS
MANUFACTURED BY AUTH-FLORENCE MANUFACTURING.
3. DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL
BUILDING CODE (IBC). INSTALLER SHALL VERIFY LOCAL
JURISDICTION FOR ADOPTIONS AND AMENDMENTS.
4. DESIGN WIND LOADS ARE BASED ON A BASIC WIND SPEED
(3-SECOND GUST) OF 150 MPH AND A WIND EXPOSURE
CATEGORY D. INSTALLER SHALL VERIFY DESIGN WIND
REQUIREMENTS WITH LOCAL JURISDICTION.
5. FOUNDATIONS HAVE BEEN DESIGNED FOR A NET
ALLOWABLE SOIL BEARING PRESSURE OF 1,000 PSF.
6. FOUNDATIONS SHALL BEAR IN UNDISTURBED SOIL OR
CONTROLLED STRUCTURAL FILL AS APPROVED BY THE
GEOTECHNICAL ENGINEER.
7. CONCRETE SHALL HAVE THE A MINIMUM COMPRESSIVE
STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE
SPECIFIED.
8. THE WATER/CEMENT RATIO SHALL NOT EXCEED .50 FOR
ALL CONCRETE
9. REINFORCING STEEL SHALL BE BILLET STEEL CONFORMING
TO ASTM A615, GRADE 60.
$//&21&5(7(6+$//%($,5(175$,1('
%<
VOLUME.
11. ANCHOR BOLTS SHALL BE ASTM A36.
2'-61
4"
VARIO III END TO END
1081
4" 108
1
4"
216 6
12"
SIDE VIEW
2'-51
2"
4'-7 1
16"
1'-61
2"
STRUCTURAL NOTES:
1. VERITY FROST PROTECTION REQUIREMENTS W/ LOCAL JURISDICTION.
2. THIS DESIGN IS INTENDED FOR THE SUPPORT OF THE VARIO LINE OF
4C CONFIGURABLE MAIL SHELTERS AS MANUFACTURED BY
AUTH-FLORENCE MANUFACTURING.
3. DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING
CODE (IBC). INSTALLER SHALL VERIFY LOCAL JURISDICTION FOR
ADOPTIONS AND AMENDMENTS.
4. DESIGN WIND LOADS ARE BASED ON A BASIC WIND SPEED (3-SECOND
GUST) OF 150 MPH AND A WIND EXPOSURE CATEGORY D. INSTALLER
SHALL VERIFY DESIGN WIND REQUIREMENTS WITH LOCAL JURISDICTION.
5. FOUNDATIONS HAVE BEEN DESIGNED FOR A NET ALLOWABLE SOIL
BEARING PRESSURE OF 1,000 PSF.
6. FOUNDATIONS SHALL BEAR IN UNDISTURBED SOIL OR CONTROLLED
STRUCTURAL FILL AS APPROVED BY THE GEOTECHNICAL ENGINEER.
7. CONCRETE SHALL HAVE THE A MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI AT 28 DAYS UNLESS OTHERWISE SPECIFIED.
8. THE WATER/CEMENT RATIO SHALL NOT EXCEED .50 FOR ALL
CONCRETE
9. REINFORCING STEEL SHALL BE BILLET STEEL CONFORMING TO ASTM
A615, GRADE 60.
$//&21&5(7(6+$//%($,5(175$,1('
%<92/80(
11. ANCHOR BOLTS SHALL BE ASTM A36.
7'-6-1/8"
HANDICAP SIGN DETAIL
FINISHED GRADE
ADA STD. SIGN
4''
2'
2'
1'-5"
6'
CONCRETE
BIKE RACK DETAIL
2'
BIKE RACK SHALL BE SURFACE
MOUNTED FOR EASE OF
REPLACEMENT IN CASE OF
DAMAGE AS OPPOSED TO
IN-GROUND MOUNTING
RESERVED
PARKING
VAN-
ACCESSIBLE
7' MIN.
SEAT WALL DETAIL
10
34.75
34.75
17
RECOMMENDED
MINIMUM
8.3
10
4.9
GROUND LEVEL
53.4
18.6
TRASH ENCLOSURES SHALL BE PLACED AROUND DUMPSTERS AND ANY OTHER PROPOSED RECEPTACLE
OF TRASH. THE DUMPSTER SHOULD BE ENTIRELY SCREENED FROM VIEW. THE ENCLOSURE SHOULD
PREVENT TRASH BEING SCATTERED BY WIND OR ANIMALS. THE DUMPSTER SHOULD BE PLACED ON A
CONCRETE PAD, ENCLOSED BY AN OPAQUE WALL AT LEAST SIX FEE IN HEIGHT, WITH OPAQUE GATES.
THE ENCLOSURE SHALL BE STURDY AND BUILT WITH QUALITY WOOD AND/OR MASONRY MATERIALS.
10'
12'
4'
3-CUBIC-YARD DUMPSTER
6' HIGH ENCLOSURE MADE
OF 8x8x16 SPLIT FACE
CONCRETE BLOCK.
MIN. 4' HIGH SHRUB
SCREEN ON 3 SIDES
OF ENCLOSURE.
6" CONCRETE CURB
PAINTED METAL GATES
TO MATCH CMU COLOR.
3'-6" PUBLIC ACCESS
96 GAL. BINS: 1 FOR MIXED
RECYCLABLES, THE OTHER
FOR NEWSPAPER, PAPER,
ETC.
TRASH ENCLOSURE DETAIL
4'
6'-11
2"
3,3(&2/801
FRAME CONSTRUCTION
WITH VINYL SIDING,
CONSISTENT WITH
RESIDENTIAL BUILDING
VENEER CONSTRUCTION,
CONSISTENT WITH
RESIDENTIAL BUILDING
PLAN
SIDE ELEVATION
THE VENEER AND SIDING CONSTRUCTION FOR THE REAR
ELEVATION IS THE SAME AS THE SIDES, EXCEPT FOR THE
PIPE COLUMN.
LOCKING VERTICAL BIKE RACK
FRONT VIEW SIDE VIEW
AXONOMETRIC
VIEW
NOTE:
RACKS TO BE INSTALLED 18" O,C. ON BOTH SIDES OF GARAGE
TREE GRATE SECTION
TREE GRATE
SITE DETAILS
4
4
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP.dwg
PLOT DATE: 12/13/2013 9:16 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
Bill Timm
233 Carillo Street
Santa Barbara, CA 93101
(805) 963-0358
RIDGEWOOD HILLS - FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
8
PET STATION WITH TRASH CONTAINER
7-3/16"
4-5/8"
BAG DISPENSER
OPENING
INSTRUCTION PANEL
OR ON LID
HINGED LID FOR
BAG RESTOCKING
4' GALVANIZED, 2"X2"
STEEL MOUNTED POST
RECEPTACLE OPENINGS
1-EACH SIDE
4'-8"
DOGIPOT PET STATION
MODEL# 1003-L OR SIMILAR
MODULAR RETAINING WALL
MAILBOX KIOSK-NORTH SIDE FRONT & SIDE VIEW
MAILBOX KIOSK-SOUTH SIDE FRONT & SIDE VIEW
SCALE: NTS
8 SCALE: NTS
7
SCALE: NTS SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS SCALE: NTS SCALE: NTS
4
1
5
2
3 6 11
9 10
1
2
3 8
7
6
4 9
11
12
13 19
18
17
14 20
5
A
10 15
B
21
16 22
TYPICAL MAIL KIOSKS WILL BE
CENTRALLY LOCATED ON BOTH
THE NORTH AND SOUTH SIDES
OF AVONDALE ROAD. ONE MAIL
BOX PER DU SHALL BE
PROVIDED.
TYPICAL MAIL KIOSK
12 SCALE: NTS
FEATURE
5'
8'
50' FL-FL
8' 5'
30'
76' ROW
9' EXISTING
U&DE
6'
17'
(TYP)
30'
(TYP)
17'
(TYP)
9'
(TYP)
7'
7'
36.9'
TRASH ENCLOSURE,
(TYP)
(17) UNIT
GARAGE
11'
5'
11'
16.7'
29.3'
40'
104.25'
92'
20'
20'
9'
(TYP)
57.1'
11' 5'
21.9'
15'
END OF EXISTING
ASPHALT
EXISTING
ASPHALT
24'
15' SETBACK
15'
6' EXISTING
U&DE
6' EXISTING U&DE
9.8'
20'
44.8'
6'
5'
5' (TYP)
7'
7'
17'
29'
7' 7'
7'
7'
10.5'
9'
6'
6'
6'
6'
73.7'
7'
7'
35'
20' EXISTING
SANITARY SEWER EASEMENT
DRAINAGE
EASEMENT
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
6' EXISTING
U&DE
30'
U,D&EAE
6' EXISTING
U&DE
30'
U,D&EAE
30'
U,D&EAE
9' EXISTING
U&DE
SITE DISTANCE
EASEMENT
TREE WELL, (TYP)
SEAT WALL,
SEE DETAIL #3
SHEET 4
TYPE III
BARRICADE
TRACT
A
TRAIL CONNECTION
(CONCRETE IN
IN TRACT A)
5'
30'
71.3'
TRAIL CONNECTION
IN TRACT Z, TRAIL TO
BE ALIGNED AROUND
EXISTING TREES)
20'
FL-FL
30'
6'
(25' MIN.
BUFFER YARD)
27'
6'
8.8'
46.8'
30'
20'
FL-FL
20'
FL-FL
HALF CUL-DE-SAC
TURN-AROUND IS
TEMPORARY AND IS TO
BE REMOVED AND
REPLACED BY PROPERTY
OWNER OR HOA WITH
LANDSCAPE FOR THE
FUTURE EXTENSION OF
AVONDALE TO THE EAST.
69'
129.8'
76.3'
166'
PROPOSED 5'
WIDE CONCRETE
WALK
5'
10' EOA
6'
6'
6'
6'
15.2'
15'
PET STATION,
SEE DETAIL SHEET 4
PET STATION,
SEE DETAIL #9
SHEET 4
IMPERVIOUS CAPTURE
AND BIOSWALE, SEE
LID SHEETS
ASPHALT CURB AT
TEMPORARY TURN-AROUND
DRIVE-OVER CURB
PEYTON DRIVE
AVONDALE ROAD
TRIANGLE DRIVE
GARAGE
15'
6'
5'
5'
30'
30'
U,D&EAE
30'
U,D&EAE
MODULAR RETAINING WALL
SEE DETAIL #1 SHEET 4
MAIL KIOSK TO SERVE
SOUTH SIDE OF AVONDALE RD
SEE DETAIL #8 SHEET 4
"NO PARKING" WITH ARROW
POINTING WEST
"NO PARKING ANYTIME" SIGN
"NO PARKING ANYTIME" SIGN
"NO PARKING" WITH ARROW
POINTING EAST
ADJACENT
NEIGHBORHOOD
SIDE SHIELD
ADJACENT
NEIGHBORHOOD
SIDE SHIELD
ADJACENT
NEIGHBORHOOD
SIDE SHIELD
SIDEWALK CHASE &
CURB CUT
PROPOSED
STREET LIGHT
PROPOSED
STREET LIGHT
CHECK DAMS (TYP),
SEE LID SHEETS
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
MATCHLINE
(SEE SHEET 2 OF 8)
1. SEE NOTES SHEET 2.
NOTES:
SITE PLAN -
SOUTH
3
3
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP.dwg
PLOT DATE: 12/13/2013 9:16 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
Bill Timm
233 Carillo Street
Santa Barbara, CA 93101
(805) 963-0358
RIDGEWOOD HILLS - FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
8
6
15
8
LEGEND:
PARKING SPACES
BIKE PARKING SPACE
BIKE PARKING SPACE (COVERED/GARAGE)
LANDSCAPE BOULDERS / BOULDER RETAINING WALL
BIKE RACK
PRIVATE SITE LIGHT
PET STATION
PROPOSED STREET LIGHT
EXISTING STREET LIGHT
MODULAR RETAINING WALL
15' BUILDING SETBACK
ENHANCED
CROSS WALK TO
MATCH EXISTING
12'
7'
17'
(TYP)
24'
(TYP)
17'
(TYP)
7'
TRASH ENCLOSURE,
(TYP)
11'
5'
9'
(TYP)
11'
5'
11'
11'
5'
11'
(10) UNIT
GARAGE
(6) UNIT
GARAGE
29'
24'
5' (TYP)
5'
15'
6'
EXISTING 57' ROW
36' FL - FL
8.5'
5'
9' EXISTING
U&DE
5'
6'
15.6'
6'
15'
20'
68.5'
113.5'
20'
11'
5'
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
TRACT
B
SITE DISTANCE
EASEMENT
20'
51.4'
85.4'
95.7'
59.3'
44'
43.9'
3' ACCESS EASEMENT
PET STATION,
SEE DETAIL 9 SHEET 4
IMPERVIOUS CAPTURE
AND BIOSWALE, SEE
LID SHEETS
20'
DE
TRIANGLE DRIVE
5'
AVONDALE ROAD
REMOVE EXISTING
CURB & GUTTER AND
REPLACE WITH DRIVEOVER
CURB & GUTTER
INSTALL HANDICAP RAMP
PER STANDARD DETAIL AND
RECONSTRUCT CURB DROP
AS NECESSARY TO SUIT
NEW RAMP
6" THICK CONCRETE
EMERGENCY ACCESS DRIVE
DRIVEOVER CURB
FOR EMERGENCY ACCESS
PET STATION,
SEE DETAIL 9 SHEET 4
CROSS WALK WITH
PAVEMENT STRIPING
MAIL KIOSK TO SERVE
NORTH SIDE OF AVONDALE RD
SEE DETAIL #8 SHEET 4
"EMERGENCY ACCESS
ONLY" SIGN
"EMERGENCY ACCESS
ONLY" SIGN
EMERGENCY ACCESS GATE
COMPLYING WITH 503.6 OF THE IFC.
SEE DETAIL 1 ON THIS SHEET. GATE
TO BE SECURED WITH A KNOX
PADLOCK.
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
6
15
8
MATCHLINE
(SEE SHEET 3 OF 8)
LEGEND:
PARKING SPACES
BIKE PARKING SPACE
BIKE PARKING SPACE (COVERED/GARAGE)
NOTES:
SITE PLAN -
NORTH
2
2
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP.dwg
PLOT DATE: 12/13/2013 9:16 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
Bill Timm
233 Carillo Street
Santa Barbara, CA 93101
(805) 963-0358
RIDGEWOOD HILLS - FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
8
LANDSCAPE BOULDERS / BOULDER RETAINING WALL
BIKE RACK
PRIVATE SITE LIGHT TUBULAR SWING BARRIER GATE DETAIL, OR BETTER
4.50'
20.0'
INSTALL 20' TUBULAR SWING
BARRIER GATE WITH KNOX
LOCK TO RESTRICT ACCESS
N.T.S.
PET STATION
PROPOSED STREET LIGHT 1
EXISTING STREET LIGHT
MODULAR RETAINING WALL
1. TRASH REMOVAL SHALL BE RESTRICTED TO BUSINESS HOURS
ONLY (8AM TO 5PM, MON.-FRI.)
2. THE SECOND POINT OF ACCESS FOR EMERGENCY VEHICLES
ONLY THAT INTERSECTS WITH TRIANGLE DRIVE SHALL INCLUDE
A SECURITY DEVICE THAT BLOCKS TRAFFIC AND POSTED WITH A
SIGN IN ACCORDANCE WITH THE REQUIREMENTS OF THE
POUDRE FIRE AUTHORITY. IN ADDITION, THIS EMERGENCY
ACCESS DRIVE MUST NOT BE USED BY ANY PARTY FOR PARKING,
STORAGE OR MAINTENANCE OF VEHICLES, TRAILERS OR
EQUIPMENT OF ANY KIND. FURTHER, THIS DRIVE MUST BE KEPT
FREE OF RUBBISH, DIRT, DEBRIS, COMPOST, CONSTRUCTION
WASTE, AND SNOW OBSTRUCTIONS.
3. TRACT 'A' IS ZONED M-M-N AND TRACT 'B' IS ZONED L-M-N.
4. ALL POLE-MOUNTED AND BUILDING-MOUNTED LIGHTING SHALL
FEATURE FULLY SHIELDED, DOWN DIRECTIONAL AND DARK SKY
COMPLIANT FIXTURES AND COMPLY WITH SECTION 3.2.4 OF THE
LAND USE CODE.
5. ALL BUILDING AND GROUND-MOUNTED MECHANICAL
EQUIPMENT WILL BE SCREENED AND PAINTED AS
REQUIRED BY THE LAND USE CODE. SEE NOTE #7 ON SHEET 7.
6. A CROSSWALK SHALL BE PROVIDED IN FRONT OF THE
CLUBHOUSE AND SHALL CONSIST OF PAVEMENT STRIPING.
33 (2 HC/ 8 BIKE STORAGE)
266
74
192 (GARAGE) / 72%
BIKE PARKING REQUIRED: 178 84 262
SITE PLAN
TITLE SHEET
1
1
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP.dwg
PLOT DATE: 12/13/2013 9:16 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
Bill Timm
233 Carillo Street
Santa Barbara, CA 93101
(805) 963-0358
RIDGEWOOD HILLS - FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
8