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Home My WebLink AboutCOLLEGE HEIGHTS RAMS CROSSING K2 914 WEST LAKE STREET - Filed BDR-BASIC DEVELOPMENT REVIEW - 2012-03-19CIO COLORADO STATE UNIVERSITY EXISTING DRIVE EXISTING WALK \ IN'f y P BOULDER: MONUMENT APARTMENT SIGN w I: i �0 ~I � I� H H rn M ii 0 U BICYCLE �» PARKING AREA BIKE RACKS - TYPICAL BOULDER BENCHES - TYPICAL COMPACTED AND STABILIZED CRUSHER FINES TRAIL TYPICAL CONCRETE CONTROL AND EXPANSION JOINTS Site Plan 0 20' W MY NORTH SCALE 1" = 2(Y-0" V LANDSCAPE S TBfAf CK (-� a, TRASH / `^-.,h .--......, RECYCLE r ENCLOSURE .� I r` 50.25 rI f` I r 0 - i r ..a... ._ .... .__ D \ ( DS ` ZD ` 4m < m N Legal Description: LOTS 12 & 13, LESS THE NORTH 400 FEET THEREOF, BLOCK 1, COLLEGE HEIGHTS ADDITION LOCATED IN THE SOUTHWEST QUARTER OF SECTION 14, T-7-N, R-69-W OF THE 6TH PM CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO Vicinity Map: NORTH SCALE 1: = 1000 General Notes: 1. ALL SIGNS SHALL BE REQUIRED TO APPLY FOR SIGN PERMIT 2 PROPOSED GRADES SHALL MATCH OR IMPROVE EXISTING GRADES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING WHILE PROVIDING A SMOOTH TRANSITION BETWEEN ALL ADJACENT UNDISTURBED GRADES AND PROPOSED GRADES. 3. JOB SITE TO BE KEPT CLEAN AT ALL TIMES AND CONSTRUCTION AREAS ARE TO BE MAINTAINED FOR SAFETY. 4. SOILS DISTURBED ADJACENT TO WORK AREA, INCLUDING AREAS OUTSIDE OF CONSTRUCTION LIMITS, DUE TO NEW CONSTRUCTION ARE TO BE REGRADED AND SURFACE CONDITIONS REPAIRED EQUIVALENT TO THAT CONDITION PRIOR TO START OF WORK 5. PROTECT EXISTING SURFACES AND SOILS, BOTH INSIDE AND OUTSIDE OF CONSTRUCTION LIMITS, DURING CONSTRUCTION. IF GRADES, CONCRETE OR ASPHALT ARE DAMAGED DUE TO CONSTRUCTION OPERATIONS OR WEATHER THE CONTRACTOR IS RESPONSIBLE FOR REPAIR TO THAT EQUIVALENT TO EXISTING CONDITIONS AT NO EXPENSE TO THE OWNER / CITY. 6 CONTRACTOR IS RESPONSIBLE FOR SETUP OF BARRICADES, WARNING SIGNAGE, OR OTHER PROTECTIVE DEVICES IF ANY EXCAVATIONS ARE LEFT EXPOSED AFTER ON -SITE WORK HOURS. T. THE CONTRACTOR SHALL NOT PURPOSEFULLY PROCEED WITH ANY CONSTRUCTION PER PLANS PROVIDED WHEN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT WERE NOT CONSIDERED OR CHANGED AFTER PLANS WERE SUBMITTED. CONTRACTOR SHALL NOTIFY OWNER OR OWNERS REPRESENTATIVE AND THE CITY OF LOVELAND IF SITUATION ARISES AND REVISIONS ARE NECESSARY. 8. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND OTHER POLLUTANTS FROM ENTERING ANY STORM WATER SEWER SYSTEM OR, ADJACENT WATER WAYS, ETC., DURING THE DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE AND EXPENSE FOR THE CORRECTION OF ANY ADVERSE IMPACTS TO THE STORM WATER SEWER SYSTEM OR, ADJACENT WATER WAYS, WETLANDS ETC., RESULTING FROM THE WORK DONE AS PART OF THIS PROJECT/CONTRACT. 9 THE CONTRACTOR SHALL BE RESPONSIBLE PRIOR TO BIDDING AND CONSTRUCTION, OF BECOMING AWARE OF ALL EXISTING AND PROPOSED UTILITIES, PIPES, STRUCTURES, ETC. CALL UNCC THREE DAYS BEFORE SCHEDULED WORK AT 811 OR 1-800-922-1987. 10. COLORED CONCRETE AREAS TO BE DAVIS COLOR SAN DIEGO BUFF, 1/2 SACK, TO MATCH EXISTING COLORED CONCRETE. BROOM FINISH IN OPPOSITE AND PERPENDICULAR CHECKERBOARD PATTERN WITHIN CONTROL JOINT BLOCKS Legend HANDICAP PARKING STALL C COMPACT PARKING SPACE S SCOOTER PARKING R HANDICAP ACCESSIBLE RAMPS T TRASH/RECYCLE ENCLOSURE — — — — — — — PROPOSED EASEMENT LINE PROPOSED R.O.W. LINE -�--� EXISTING PROPERTY /R O.W LINE NEW CONCRETE NEW COLORED CONCRETE DAVIS COLOR: SAN DIEGO BUFF - SACK TO MATCH EXISTING EXISTING TREES �—� BIKE RACK Land -Use Statistics HUM, MOH DENSITY MIXED USE EXISTING ZONING: NEIGBORHOOD ZONE LAND USE SUMMARY: SF AC GROSS LAND AREA 84,507 1.94 EXISTING DWELLING MISTS: 89 NEW DWELLING UMrrS: 36 TOTAL DWELLING UNITS: 125 OVERALL DENSITY: 64.4 UNITS / ACRE GROSS AREA COVERAGE: SF AC % OF GROSS AREA NEW BUILDING FOOTPRINT 8,504 0.19 10% EXISTING BUILDING FOOTPRINT 19,858 0.46 24% DRIVES 22,230 0,51 26% SIDEWALKS 9,273 0.21 11% LANDSCAPING 24,642 0.57 29% TOTAL GROSS COVERAGE: 84,8W 1.94 100% PUBLIC RIGHT-OF-WAY 2,136 0.05 3% OFF-STREET PARKING PROVIDED OFF-STREET SPACES 39 STANDARD, 3 HC 8 5 COMPACT TOTAL SPACES 47 BICYCLE SPACES PROVIDED: 77 (164% OF 47 SPACES) SCOOTER SPACES PROVIDED: 10 (21% OF 47 SPACES) DWELLING UNIT BREAKDOWN: NEW UNIT TYPE. UNIT QTY. TOTAL BR'S, ONE BEDROOM UNITS: 32 32 TWO BEDROOM UNITS 2 4 THREE BEDROOM UNITS 2 6 TOTAL BEDROOM UNITS 42 EXISTING UNIT TYPE: UNIT OTY. TOTAL IRS: ONE BEDROOM UNITS: 80 80 TWO BEDROOM UNITS: 9 18 TOTAL BEDROOM UNITS: 98 TOTAL BEDROOM UNITS: 140 FLOOR AREA RATIO: NEW BLDG, GROSS S.F. 26,752 EXISTING BLDG GROSS S.F. 59,574 TOTAL GROSS S.F. 86,326 FLOOR AREA RATIO 1.02 BUILDING HEIGHT: MAXIMUM HEIGHT: TOTAL STORIES: NEW BUILDING 4T-2" 3 Owner's Certification of Approval: THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT IIWE ARE THE LAWFUL OWNERS OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. ��NN� tN'W11 SS WHEREOF, E HAVE HEREUNTO SET OUR HANDS AND SEALS T S,THF 1#ftAY OF _L4n!�2012 CD CG, LI ( likZA4 4N`Y" '"l7 ES OW ER _ ERYL FILO / 1 Y' NOTARIAL` CERTIFICATE STATE OF COLORADO) COUNTY OF LARIMER) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY CHARLES GOWERAND CHERYL DIPANFILO THIS-1161DAY OF.2012. MY COMMISSION EXPI :,�$�.Wlz /�N,/4/I,A-./�.-�p,pAL� o _..-.."qpi� NOTARY PUBLIC (SEAL) Sheet Index: LS1 SITE PLAN L82 LANDSCAPE PLAN LS3 SITE DETAILS C-3 148 117 E. Mountain Ave. Suite 205 Fort Collins, CO 80524 phone 970/224-0630 fax 970/224-0634 www.r4arch.com In Association With: CD 3 CG LLC 4787 Valhalla Dr. Boulder, CO 80301 Phone: (303)530-4753 Contact: Chuck Gower or Cheryl Dipenfilo E-mail: walnutmain@att.net Brinkman Construction General Contractor 3003 E. Harmony Rd. Suite 3D0 For( Collins, CO 80528 Phone: (970) 267-0954 Contact: Jim Cleats E-mail: Jim.Ciesla@MnkmanparMers.com Larsen Strucutral Design Structural Engineer 19 Old Town Square, Suite 238 Fat Collins, CO 80524 Phone: (970) 568-3355 Contact: Blake Larsen E-mall: btake@larsensd.com The Ballard Group Mechanical Engineer 1627 Greengate Drive Fat Collins, CO 80526 Phone: (970)980-1662 Contact: Matt Doll E-mail: mddl@theballardgroup.com APS, Inc. Electrical Engineer 6931 Broadway Denier, CO 80221 Phone: (303) 287-8091 Contact: Chuck Poison E-mail: chuck@aonc.biz Interwest Consulting Group Civil Engineer 1218 Ash Street Windsor, CO 80550 Phone: (970) 674.3300 Contact: Mike Oberlander E-mall: mobedander@lnterwestgrp.com TB Group, LLC Planningll-andscape 444 Mountain Ave. Berthoud, CO 80513 Phone: (970) 532-5891 Contact: Jim Birdsall E-mall: jim@tbgroup.us Ram's Crossing K2 914 West Lake Street Fort Collins, CO 80521 Issued No. Description Date 1 Basic Development Review 11/04/11 2 SD/DD Pricing Issue 11/04/11 3 City Comments 12/15/11 4 Permit/GMP Pricing 12/20/11 5 Mylar 01/20/12 Basic Development Review Project No.: 2011-32 Drawn by: TBG Reviewed TBG Site Plan Drawing Number LS 1.0 Landscape and Groundcover Plan - IRRIGATED BLUE GRASS SOD Ell :.: ?c:- " 6"-8"WASHED RIVER COBBLEr4" STEEL EDGER WITH �OVER FABRIC BARRIER_ ROLLED TOP HKiH. HYDROZONEN .HYDR 20 E M00 O��.. EXISTING TREES ( ) - EXIS NG o 0 20' 30' 40' NORTH SCALE 1" = 20'-0" -:-�,, °'.;.::! - COMPACTED TAN COLORED i"','-,' ,- - 5" DEPTH SHREDDED CEDAR - 6' x 2' z 2' or SANDSTONE CRUSHER FINES AT 4' DEPTH MULCH OVER FABRIC BARRIER BOULDERS (VERY LOW HYDROZONE) �':•,'..:.''', (MOD. HYDROZONE) Hydrozone Table ZONE AREA WATER USE TOTAL HIGH 5,013 SF 18 GALISF 90,234 GAL. MODERATE 18,836 Sle 10 GAL/SF 188,3W GAL, CALL UTILITY NOTIFICATION CENTER OF Law NIA 3 GAL/Sle NIA COLORADO VERY LOW 793 0 GAL/SF 0 GAL • TOTAL / AVERAGE 24,642 Sle 278,594 GAL 11.3 GAL/SF Planting Details CEDAR MULCH RING TO BE TWICE DIAMETER OF ROOT BALL - 2" DEPTH TOP OF ROOT CROWN TO BE 1' KEEP MULCH LAYER `�,', ' 1I HIGHER THAN FINISH GRADE AWAY FROM FOLIAGE _ ? ', „' J p MULCH -SEE NOTES - 5' DEPTH MAXIMUM FINISH GRADE OPEN BURLAP AROUND TRUNK. CUT 8 REMOVE TOP 1/3 OF BURLAP SLOW RELEASE FERTILIZER TABLET (TYP) BACKFILL W/ 2/3 NATIVE SOIL 8 113 COMPOST. THOROUGHLY EXISTING PLANTING HOLE WATER SETTLE SOIL TO BE 8" LARGER THAN DIA. OF SECTION ROOTBALL FOR GROUNDCOVER 12" LARGER THAN DIA. OF ROOTBALL FOR SHRUBS Ground Cover & Shrub Planting Detail AOT TO SCA NLE WIRE, TYP. NOTE: NOTE: THE WIRE BETWEEN THE STAKE CEDAR MULCH _ _ AND THE TREE MUST HAVE SLACK TREE RING SHALL BE 36' DIA. ( TREE TRUNK I ' ( �� T-POST �GROMMETED NYLON STRAP, TYP. >� -- -- ----� — PLAN --- TIE GROMMETED NYLON STRAPS TO STAKE WITH WIRE. WIRE ENDS SHALL BE BENT BACK TO ELIMINATE BURRS Z TOP OF ROOT CROWN TO BE 1" HIGHER / THAN FINISH GRADE in TREE RIVE TWO (2) T-POST STAKES PER TRUNK TREE. 2" MULCH FINISH GRADE � 777 = 1= I I1 1= I I 8 w — = REMOVE WIRE CAGE AND/OR TWINE. OPEN BURLAP 8 —i AROUND TRUNK. CUT a REMOVE TOP 1/3 OF BURLAP 12"MIN. — SLOW RELEASE FERTILIZER TABLET (TYP.) 12" MIN., THAN DIA. OF 24'GREATER W/ 2/3 NATIVE SOIL d 1/3 T,P TGREATER COMPOST THOROUGHLY WATER THROOTBALL SETTLE SECTION EXISTING SOIL NOTE: WIRE BASKETS AND TWINE SHALL BE COMPLETELY REMOVED PRIOR TO TREE INSTALLATION 1� Deciduous Tree Planting Detail \ NOT TO SCALE WIRE, TYP. NOTE: NOTE: THE WIRE BETWEEN THE STAKE CEDAR MULCH TREE N1 - AND THE TREE MUST HAVE SLACK RING SHALL BE 36" DIA ,-� °� TREE TRUNK T-POST / Pam; GROMMETED NYLON STRAP, TYP. (-{ TIE GROMMETED NYLON STRAPS TO STAKE WITH WIRE TOP OF ROOT CROWN TO ! y\ /�, / WIRE ENDS SHALL BE BENT BACK TO ELIMINATE BURRS 3E 1" HIGHER THAN _r// Y TOP OF ROOT CROWN TO BE 1" HIGHER =1NISH GRADE THAN FINISH GRADE DRIVE THREE (3) T-POSTS PER TREE FINISH GRADE --_ -_ -�`- _ FOR TREES OVER 6' IN HEIGHT DRIVE TWO (2) T-POSTS FOR TREES 6' IN HEIGHT OR LESS. SPACE ANCHORS EQUALLY AROUND TRUNK. i1 - Ili T=I1 AVOID DAMAGE TO BRANCHES. REMOVE WIRE CAGE AND/OR TWINE. OPEN BURLAP AROUND TRUNK. CUT 8 REMOVE TOP 1/3 OF BURLAP o of 12" MIN. =-III- —i SLOW RELEASE FERTILIZER TABLET (TYP) Is- MIN., 24" GREATER BACKFILL W/ 2/3 NATIVE SOIL 8 1/3 TYP I THAN DIA OF COMPOST. THOROUGHLY WATER ROOTBALL SETTLE EXISTING SOIL SECTION NOTE WIRE BASKETS AND TWINE SHALL BE COMPLETELY REMOVED PRIOR TO TREE INSTALLATION Conifer Tree Planting Detail NOT TO SCALE Tree Protection Notes I. SEE APPROVED LANDSCAPE PLAN FOR SPECIFIC LOCATIONS OF TREES TO BE REMOVED, AND TREES TO BE PROTECTED. 2. EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED 3. HEAP EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE SOIL OVER THE ROOT ZONE OF EXISTING TREES. 4. AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE. SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 5, 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. 6. PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE ORANGE PROTECTION BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY r X I" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE HALF (112) 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 CUT UNLESS APPROVED BY THE CITY FORESTER. 7. ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S'MEDIUM PRUNE STANDARDS." 8 WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SWILL BE NO CUT OR FILL OVER A FOUR INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 9. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 10. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. Landscape Notes 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. 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 FOG. 3- IF TREES OR SHRUBS ARE LOCATED ON TOP OF FIELD VERIFIED UTILITIES, CONTRACTOR SHALL NOTIFY OWNER BEFORE ANY DIGGING HAS COMMENCED. VERIFY WITH OWNER IF AND WHICH SHRUBS/TREES SHALL BE TAKEN OUT OF PROJECT/CONTRACT. 4 - 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 IRRIGATION WILL BE WARRANTED FOR ONE (1) FULL YEAR AFTER FINAL ACCEPTANCE. 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 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. 5 - TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 6 - EXCAVATED MATERIAL TO BE USED AS FILL WILL HAVE ALL ROCKS, DEBRIS, WASTE MATERIAL, FROZEN MATERIAL, VEGETATION LARGER THAN 3" IN ANY DIMENSION REMOVED BEFORE PLACEMENT AND COMPACTION OF SOIL. 7 - PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATIONS AND A SMOOTH TRANSITION BETWEEN ALL ADJACENT EXISTING GRADES AND PROPOSED GRADES 8 - 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 LARGER THAN 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. 9 - 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 WITH REQUIRED GRADE TOLERANCES. 10 - 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. 11 - 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 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 FARMS RECOMMENDATIONS 12 - 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 HEIGHT, FREE OF WEEDS AND DEBRIS, AND SHALL NOT REPRESENT A FIRE HAZARD NOR BECOME A NUISANCE SITE FOR WATER OR WIND EROSION. 13 - ALL INDICATED KENTUCKY BLUE GRASS 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. IRRIGATION SYSTEM TO BE BE DESIGNED AND BUILT BY CONTRACTOR. 14 - ALL TREES SHRUBS AND PERENNIAL SHRUB BEDS OUTSIDE OF IRRIGATED AREAS ARE TO BE IRRIGATED WITH A DRIP IRRIGATION SYSTEM. PERENNIAL SHRUB BEDS SHALL BE IRRIGATED BY 6" POP-UP SPRAY HEADS. IRRIGATION SYSTEM TO BE DESIGNED AND BUILT BY CONTRACTOR 15 - 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. 16 - ALL PLANT MATERIALS ARE SIZED AND OUTLINED IN PLANT LIST ALL PLANTS TO BE PLANTED IN AMENDED SOIL AND STAKED AS SHOWN IN DETAILS. 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. 17 - 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 ORIGINAL SPECIES UNLESS APPROVED BY THE CITY 18 - CHANGES IN PLANT SPECIES OF PLANT LOCATIONS FROM WHAT IS LISTED ON THE LANDSCAPE PLAN WILL REQUIRE THE APPROVAL OF THE CITY PRIOR TO INSTALLATION OF REPLACEMENT. OVERALL QUANTITY AND QUALITY TO 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. 19 - ALL TREES AND SHRUBS TO BE BALLED AND BURLAPPED, OR CONTAINERIZED. 20 - 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. 21 - 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 SHRUB BEDS WITH 6" OVERLAP AT SEAMS WITH 4" STAPLES 4' O.C. IN ALL DIRECTIONS. 22 - EDGING BETWEEN GRASS TYPES, SHRUB BEDS OR CRUSHER FINES SHALL BE HEAP DUTY 14 GA 4" X 10' DURAEDGE EDT-144010 WITH ROLLED TOP AND INSTALLED PER MANUFACTURER'S RECOMMENDATION AND SHALL BE SET LEVEL WITH THE TOP OF THE ADJACENT SOD / CRUSHER FINES. NO EDGING SHALL BE USED BETWEEN CEDAR MULCH AND COBBLE I ROCK TRANSITIONS. 23 - ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH ALL LANDSCAPING SHALL EITHER BE 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 CERTIFICATE OF OCCUPANCY FOR ANY BUILDING. 24 - 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 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. 25 - NO MITIGATION REQUIRED FOR THE REMOVAL OF EXISTING SIBERIAN ELMS AS INDICATED ON LANDSCAPE PLAN ALL OTHER TREES TO REMAIN PER TREE PROTECTION NOTES THIS SHEET 26 -BOULDER SYMBOLS ARE DIAGRAMMATICAL ONLY ACTUAL QUANTITY, SIZE AND LOCATION WILL VARY PER THE DIRECTION OF OWNER. 27 - LANDSCAPING WITHIN THE R.O.W. IS RESTRICTED TO PLANTS THAT DO NOT EXCEED 24 INCHES IN HEIGHT MEASURED FROM THE STREET FLOWLINE (TREES EXCEPTED). IF THE LANDSCAPING WITHIN THE ROW EXCEEDS THIS HEIGHT OR CREATES A SIGHT DISTANCE CONCERN THE PROPERTY OWNER SHALL BE REQUIRED TO TRIM THE LANDSCAPE MATERIAL. 28 - AT SUCH TIME AS THE EXISTING TREE THAT IS LOCATED JUST TO THE WEST OF THE DRIVEWAY WITHIN THE RAISED AREA SUPPORTED BY SANDSTONE BOULDERS DIES OR IS REMOVED THE SANDSTONE BOULDERS ADJACENT TO THE SIDEWALK WILL EITHER BE REMOVED OR RELOCATED TO MEET THE STANDARD HORIZONTAL SETBACK CLEARANCE FOR AN OBJECT FROM A SIDEWALK Plant List KEY CITY RATIO COMMONNAME aOTANK:AL NAME HEIGHTMIDTH 8RE aHADE1CANOPYTREE6- 1 HI 1 5.9% HONEYLOCUST, IMPERIAL Gleditsia tnacenthos lnerMIS'Impenal' 35'/35' 2.0"cal BB EVERGREEN TREES- 13 CBF 9 52 9% SPRUCE, COLORADO FASTIGIATE P1cea purlgens'lseli Fastigiate' 15'B' 6'-8' BB VLP 4 235% PINE, VANDERWOLF Pinusflexilis'VanderwolfsPyramid' 30715' 6'-8'BB ORNAMEN_TALTREES- 3 ERB 3 ---- 17.6% -- --- REDBUD, EASTERN Cercis canadensis 25925' 1 5" cal. BB EVERGREEN SHRUBS- 82 .... _.`� 18 • JUNIPER, BLUE CHIP Jumperus honzontalis'Slue Chip' 2'/5' 5 Gallon - 17 - JUNIPER, SCANDIA Juniperus sab na'Scandla' 276' 5 Gallon "j 47 - PINE, MUGO'WHITE BUD' Plnus mugo'While Bud' 2'/4' 5 Gallon DECIDUOUS SHRUBS - 226 + 66 DOGWOOD, ISANTI Comus stobnifera'tnsa(A' 476' 5Gallon 32 - BURNING BUSH, DWARF Euonymus anus compactus 876' 5 Gallon • 26 - MAPLE, GINNALA FLAME Acer ginnala'Flame' 15'I'15' 5 Gallon 43 - SAND CHERRY, CREEPING Prunus bessep'Pavn ee Buttes' 2'16' 5 Gallon A 9 - SERVICE BERRY, UTAH Amelambier utahensis 616' 5 Gallon ( 12 - SPIREA, GREFSHEIM Spires x cireina'Grefsheim' 2'/2' 5Gallon O 38 - WILLOW. DWARF ARCTIC SaI purpurea nana 61t5' 5 Gallon PERENNIALS ]GRASSES - %4 199 - DAYLILY, YELLOW HYPERION Hemerocalfis'Hypenori 3'-2' 1 Gallon ® 150 - GRASS. AVENA Helicmotnchon sempewirens 2'/2' 1 Gallon 146 - GRASS, BLAZE LITTLE BLUESTEM Schizachydum scopanum'Blaze' 472' 1 Gallon 0 359 - GRASS, FEATHER REED Calamagrostis acutiflora'Kad Foerstel' 4'/2' 1 Galion Q 110 - GRASS. HEAVT METAL BLUE SWITCH Pamcum wgatum'Heavy Metal' 3'R' 1 Galion G-3 146 117 E. Mountain Ave. Suite 205 Fort Collins, CO 80524 phone 97011224-0630 fax 970/224-0634 www.r,lmh.com In Association with: CD dr CG LLC Owner 4787 Valhalla Dr. Boulder, CO 80301 Phone:(303)530-4753 Contact: Chuck Gower or Cheryl Dipanfilo E-mail: walnutmain@ad.rlet Brinkman Construction General Contractor 3003 E. Harmony Rd. Suite 300 Fort Collins, CO 80528 Phone: (970) 267-0954 Contact: Jim Class E-mail: Jim.Ciesla@bnnkmanpsrtners.00m Larsen Strucutral Design Structural Engineer 19 Old Tarn Square, Suite 238 Fat Collins, CO 80524 Phone: (970) 568-3355 Contact: Blake Larsen E-mail: blake@larsensd.com The Ballard Group Mechanical Engineer 1627 Greengate Drive Fart Collins, CO 80526 Ptarre:(970)980-1662 Contact: Matt Doll E-mail: mdoll@theballardgmup.oDm APS, Inc. Electrical Engineer 6931 Broadway Darner, CO 80221 Phone: (303)287.8091 Contact: Chuck PDlson E-mail: chuck@apsinc.biz Interwest Consulting Group Civil Engineer 1218 Ash Street Windsor, CO 80550 Phone: (970)674.3300 Contact: Mike Obehander E-mail: mobedander@lnterwestgrp.com TB Group, LLC PlanninglLandscape 444 Mountain Ave. Berthoud, CO 80513 Phom: (970) 532-5891 Contact: Jim Birdsall E-mail: jim@tbgmup.us Ram's Crossing K2 914 West Lake Street Fort Collins, CO 80521 Issued No. Description Date 1 Basic Development Review 11104/11 2 SD/DD Pricing Issue 11/04/11 3 City Comments 12/15/11 4 PermiVGMP Pricing 12/20/11 5 Mylar 01/20112 Basic Development Review Project Nc,: 2011-32 Drawn by: TBG Reviewed TBG Landscape Plan Drawing Number LS 2.0 uu a wnREae ogre in novrwcE eErdlErou Dq.DRI a MlxGV/.TE IOR TIEITIES Of V NOEMeIDIIND LEY.EN UTRRIEB M 4 r` EXPANSION MATERIAL W/ EXPANSION MATERIAL W/ JOINT SEALER CAULK, TYPICAL 2' (W) JOINT SEALER CAULK, TYPICAL • 6" WIDE CONCRETE MOW STRIP, TYPICAL t„ WITHIN GRASS TURF AREAS ONLY SIDEWALK I PLAZA ... ,. TURF / LANDSCAPE BED • FINISHED GRADE FINISHED GRADE SANDSTONE BOULDER PER SPEC, TYPICAL COMPACTED SUBGRADE PER SOILS A - TYPICAL SECTION - CONCRETE TO SHRUB BED / TURF TRANSISTION REPORT SANDSTONE BOULDER PER SPEC, IF 113 MIN. COMPACTED SUBGRADE PER SOILS REPORT B - TYPICAL SECTION - BOULDER LOCATED IN SNRUS BED 1 I ELEVATION APPROXIMATE BOULDER DIMENSIONS APPROX. Y - 4' APPROX. 5'- 8' SIZE PER PLAN/SPECS ELEVATION � Bike Rack Detail LS3 / NOTES: 1. STONES SHALL BE PLACED AND BACKFILLED SO THERE IS NO TIPPING I SHIFTING, TYPICAL 2. STONES TO BE ANGULAR, QUARRY -CUT, BUFF COLORED, MASONVILLE SANDSTONE FROM CARTER LAKE INDUSTRIES, SIZE AND LOCATION PER PLAN AND DETAILS 3. AT SUCH TIME AS THE EXISTING TREE DIES OR IS REMOVED THE SANDSTONE BOULDERS ADJACENT TO THE SIDEWALK WILL EITHER BE REMOVED OR RELOCATED TO MEET THE STANDARD HORIZONTAL SETBACK CLEARANCE FOR AN OBJECT FROM A SIDEWALK QUARRY -CUT SANDSTONE BOULDERS -TYP. PLAN VIEW NOTES: 1. STONES SHALL BE PLACED AND BACKFILLED SO THERE IS NO TIPPING / SHIFTING, TYPICAL SECTION - LOOKING EAST 2. STONES TO BE ANGULAR, QUARRY -CUT, BUFF COLORED, MASONVILLE SANDSTONE FROM CARTER LAKE INDUSTRIES, SIZE AND LOCATION PER PLAN AND DETAILS 71 �\ Boulder Bench / Landscape Boulder LS3 / GENERAL CONCRETE NOTES: 1 - ALL CONCRETE TO BE FORMED -IN -PLACE AT MINIMUM 4000 PSI FIBER REINFORCED PER MANUFACTURER'S SPECIFICATIONS OR COMPACTED SUBGRADE PER CIVIL PLANS, WHICH EVER IS GREATER. PER SOILS REPORT 2 - ALL NEW CONCRETE POURS PREVIOUSLY PLACED ADJACENT TO EXISTING CONCRETE SHALL HAVE EXPANSION MATERIAL AND CONCRETE PAVEMENT CAULKED ALONG THESE TRANSITIONS. \ \ 3 - EXPANSION JOINTS SHALL BE _J / \y OF ALL EXCAVATED AND WASTE MATERIALS OFF -SITE PER LOCAL REGULATIONS AND CODES. 4 LS3 Typical Concrete Joint Details EXPANSION MATERIAL W/ JOINT SEALER CAULK, TYP. # 4 X 18" REBAR 30" O.C., TYPICAL SUBSEQUENTLY PLACED CONCRETEPAVEMENT MATCH EXISTING TIMBER DIMENSIONS - APPROX.T-8" � Boulder Landscape Wall LS3 / SAW -CUT JOINTS TO A DEPTH OF 1 1/2". (SEE PLAN SHEET LS1 FOR JOINT LOCATIONS) FIBER REINFORCED STANDARD GRAY CONCRETE PAVEMENT WITH MED. BROOM FINISH COMPACTED SUBGRADE PER SOILS REPORT SURFACE MOUNT TO ACK LOCATIONS CONCRETE SIDEWALK WITH BE FIELD LOCATED EXPANSION BOLTS OR 'PROVAL BY EPDXY'D BOLTS PER t'S REPRESENTATIVE MANUFACTURERS TO INSTALLATION, RECOMENDATIONS - BOLTS ,L SHALL BE COVERED WITH MATCHING COVER, TYPICAL 1. APPLY MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF WALKS. 2. PROVIDE 1/4" RADIUS EDGE AT OUTSIDE EDGES 3. APPLY BROOM FINISH SO THAT NO TROWEL LINES REMAIN AT OUTSIDE EDGES 4. CONCRETE IS STANDARD GRAY EXCEPT FOR AREAS NOTED FOR COLORED CONCRETE ON SITE PLAN. 5. CONCRETE PAVEMENT SHALL SLOPE TO DRAIN(S) UNLESS OTHERWISE NOTED, PROVIDE 2% CROSS SLOPE IN DIRECTION OF DRAINAGE, TYP. SIDE VIEW 5 LS3 EXISTING TREE 16" - 18"-TYP. 18" - 24" MAX. - TYP. EXISTING GRADE. DO NOT DISTURB JOINT SEALER CAULK, TYPICAL FOR EXPANSION JOINT r FINISHED GRADE AT SIDEWALK / CURB EXPANSION JOINT E----- COMPACTED SUBGRADE PER SOILS REPORT 6" MIN - TYP. VARIES - SEE PLANS TOP OF CRUSHER FINES SHALL MEET TOP OF CURB / EDGER, TYPICAL BOTH SIDES SLOPE TO MATCH PROPOSED GRADES. SEE CIVIL PLANS Crusher Fines Trail 117 E. Mountain Ave. Suite 205 Fort Collins, CO 80524 phone 970/224-0630 fax 970/224-0634 www.r4aroh.com In Association with: CD 8 CG LLC Owner 4787 Valhalla Dr. Boulder, CO 80301 Phone: (303) 530-4753 Contact: Chuck Gower or Cheryl Dipanfilo E-mail: walnutmain@att.net Brinkman Construction General Contractor 3003 E. Harmony Rd. Suite 300 Fort Collins, CO 80528 Phone: (970) 267-0954 Canted: Jim Ciesla E-mail: Jim.Ciesla@brinkmanpartners.00m Larsen Strucutral Design Structural Engineer 19 Old Town Square, Sude 238 Fort Collins, CO 80524 Phone: (970) 568-3355 Contact: Blake Larsen E-mail: bleke@larsensd.ccm The Ballard Group Mechanical Engineer 1627 Greergate Drive Fort Collins, CO 80526 Phone: (970) 980-1662 Contact: Matt Doll E-mail: mdoN@theballardgroup.com APS, Inc. Electrical Engineer 6931 Broadway Denver, CO 80221 Phone: (303) 287-Ml Contact: Chuck Poison E-mail: chuck@apsinc.biz Interwest Consulting Group Civil Engineer 1218 Ash Street Windsor, CO 80550 Phone: (970) 674-3300 Contact: Mike Obedander E-mail: mobedander@lnterwestgrp.com TB Group, LLC PlanninglLandscape 444 Mountain Ave. Berthoud, CO 80513 Phone: (970) 532-5891 Contact: Jim Birdsall E-mail: jim@tbgmup.us Ram's Crossing 1k% COMPACTED AND STABILIZED CRUSHER FINES, DEPTH 4" MIN., TYPICAL FINISHED �) X GRADE, MULCH OR TURF 914 West Lake Street Fort Collins, CO 80521 Issued No. Description Date 1 Basic Development Review _ 11/04/11 2 SD/DD Pricing Issue 1'1/04/11 3 City Comments 12/15/11 4 Permit/GMP Pricing 12/20/11� 5 Mylar 01/20/12_ WEED BARRIER G-3 148 Basic Development Review Project No.: 2011-32 Drawn by: TBG Reviewed TBG Site Details Drawing Number LS 3.0 tth 11 10 Prefinished brake metal rnninn EIFS cornice detail - 1 2 3 4 Accent Prefinished EIFS cornice Accent W1 brake metal detail - Guardrail, coping Accent typcal as shown Prefinished fascia, cutter Accent w1 n7 e 5 Finished concrete deck edge w/ kerf North Elevation 1/8' = 1' 0" EIFS cornice detail - Accent Guardrail, typcal as shown 3rd Level Mezzanine 31' 5 7/8" 3rd Level Plan n 29-61/22 1 Dryer vent and exhaust thru-wall vent, painted. Typical ea. unit 2nd Level Plan 10' - 3 1 /4" 1 st Level Plan 09M Service _3'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------- � Approximate height and massing of adjacent building: Summit 5 6 7 1 8 9 10 11 Hall in Academic Village on Prefinished EIFS cornice CSU Campus brake metal I detail - Prefinished RS fascia i Accent - brake metal _ -- - - - - -- -----7 coping r i R2 Field W1 Accent W1 W1 Accent - ■III■II■IIlIIlil■II I■ II■ °= ■III■II■IIIIIIII■II■III■ ICE ■OULWOM - . aa�i MW��------- I°11! �llll � —�_ !, as Sho refinished brak W2 Fiel W1 finis tal wall cap ical ea. dec, OWN F2 Finished concrete deck edgef W2 Exterior Finish Selections: F2 Exterior concrete: Integral colored: , entry, North site entry plaza: Davis Colors to match existing building. Non -colored: All other locations R3 Roof deck pavers Standard gray paver tiles from manf. standard color selections - Westile or equal. W1 Exterior hard coat stucco: Field color. Senergy'Champagne' to match existing building, 'Sahara' finish Accent color: Senergy 'Brunet'to match existing building, 'Texture' finish Brick masonry Brick Veneer: Standard, running bond to match existing building. Mortar: Integral color mortar from Davis Color selection Exterior hard coat stucco over concrete: Field color: Senergy'Champagne' to match existing building, 'Sahara' finish Accent color: Senergy'Brunet' to match existing building, 'Texture' finish F2 Pre -finished Metal Roofing: Standing seam metal roofing: Berridge 'Copper Cote', 24 ga. Gutters & Downspouts: Berridge'Copper Cote', 24 ga. Brake Metal Shapes: Berridge 'Copper Cote', 24 ga. Vinyl Windows and Patio Doors: Windows: Atrium sliding, fixed and casement windows or equal: 'White' Patio Doors:Atrium sliding patio doors or equal'White' Aluminum Storefronts. Doorways: Tubelite medium stile, Medium Bronze aluminum finish Windows: Tubel te, Medium Bronze aluminum finish Paint: Deck railing, guards and embeds: Powder coated, Bronze to match existing facade update Canopy Steel: Painted, bronze to match facade update w ferrous metal primer Doors, gates and misc.: Paint to match existing facade update, Bronze. ® 0 0 117 F. Mountain Ave. Suite 205 Port Collins, CO 80524 phone 970224-0630 fax 970224-0634 ww� .r4arch cum In Association with: CD & CG LLC 4787 Valhalla Dr Boulder, CO 80301 Phone (303)530-4753 Contact: Chuck Gower or Cheryl Dipanfilo E-mail: walnutmain@att net Brinkman Construction Owner General Contractor 3003 E Harmony Rd. Suite 300 Fort Collins, CO 80528 Phone: (970) 267-0954 Contact Jim Ciesla E-mail: Jim.Ciesla@brinkmanpaoners.com Larsen Strucutral Design Structural Engineer 19 Old Town Square, Suite 238 Fort Collins, CO 80524 Phone. (970) 568-3355 Contact, Blake Larsen E-mail: Blake@larsensd corn The Ballard Group Mechanical Engineer 1627 Greengate Drive Fort Collins, CO 80526 Phone (970) 980-1662 Contact: Matt Doll E-mail: mdoll@theballardgloup corn APS, Inc. Electrical Engineer 6931 Broadway Denver, CO 80221 Phone: (303) 287-8091 Contact: Chuck Poison E-mail: chuck@apsinc biz Interylfest consulting Group Civil Engineer 1218 Ash Street Windsor, CO 80550 Phone: (970) 674-3300 Contact: Mike Oberlander E-mail moberlander@lntenvesigrp.com TB Group, LLC Planning/Land 4w 444 Mountain Ave. Berthoud, CO 80513 Phone: (970) 532-5891 Contact: Jim Birdsall E-mail: jim@tbgroup.us Basic Development Review Ram's Crossing West Lake Street Fort Collins, CO 80521 Issued No. Description Date_ 1 BDR Submittal 11 4 11 2 City Commen_ is 12-15-11_ 3 Final Mylers 02-01_12_ Basic Development Review South Elevation 1' 0" Project No.: 2011-32 Drawn by: MR Reviewed by: Elevations Scale Accordingly if Reduced Drawing Number c - 3 14 I -Al of 4 CD (ram Concrete filled 42" high pipe Planning - Trash Enclosure Plan J 1/8" = 1'-0" 22' - 0 3/8" Synthetic stone cap Painted plate steel panels in 2x2x3/16" TS surround. embedded column Vr embeded ded in concrete Accent 10'-0" II 10'-0" Trash Enclosure - East Elevation 4 1/8" = 1'-0" Synthetic stone cap . Painted plate steel on 2x2 Rake joints and fill with 10' - 0" 4' - 0" 10' - 0" TS surround. Attach to 4x4 elastomeric selant. ptd steel column wl HD welded hinge. Provide slide boR latch assembly W3 �Trash Enclosure - West Elevation 1/8" = 1'-0" K EIFS comic detail - Accent Manf. 3/4" control joint, vertical and horizontal. Typical as shown I EIFS cornice A B CLbake e D E F G detail -Accent nt � W1 Field Accent Prefinished brake metal coping 3rd Level Mezzanine v 31 ' - 5 7/8".: �-' i� - -iel 1 i H nt Accent EIFS cornice detail - Accent EIFS cornice detail - Accent Guardrail, typcal as shown Mani. standard 3/4" control joint vertical and horizontal. Typical as shown. W1 3rd Level Mezzanine 31'- 5 7/8" rd level wall bearing 29' - 7 5/8" 3rd Level Plan n 20' - 6 1 /2" 2nd Level Plan OIL 10'-31/4" '--F 1st Level Plan 000'-01 East Elevation U 1/8" = 1' 0" 117 E. Mountain Ave. Suite 205 hart Collins, CO 90524 Phone 970/224-0630 fax 97r1/224-0634 wwa r4arch corn In Association with: CD & CG LLC 4787 Valhalla Dr Boulder, CO 80301 Phone:(303) 530-4753 Contact: Chuck Gower or Cheryl Dipanfilo E-mail walnutmain@an.net Brinkman Construction General Contractor 3003 E. Harmony Rd. Suite 300 Fort Collins, CO 80528 Phone: (970) 267-0954 Contact: Jim Ciesla E-mail: Jim.Ciesla@brinkmanpanners.com Larsen Strucutml Design Structural Engineer 19 Old Town Square, Suite 238 Fort Collins, CO 80524 Phone (970)568-3355 Contact Blake Larsen E-mail blake@larsensd com The BaNard Group Mechanical Engineer 1627 Greengate Drive Fort Collins, CO 80526 Phone (970)980-1662 Contact Man Doll E-mail: mdoll@theballardgroup.com APS, Inc. Electrical Engineer 6931 Broadway Denver, CO 80221 Phone: (303) 287-8091 Contact: Chuck Polson E-mail: chuck@apsinc.biz Interwest Consulting Group Civil Engineer 1218 Ash Street Windsor, CO 80550 Phone (970) 674-3300 Contact Mike Oberlander E-mail: moberlander@lnterwestgrp.com TB Group, LLC Planning/Landscape 444 Mountain Ave. Berthoud, CO 80513 Phone: (970) 532-5891 Contact: Jim Birdsall E-mail jim@tbgroup us Basic Guardrail, 11 p - - typical as el en shown PTAC unit, j opm �I v �3r_d Level Plan _ typical as shown uc ; ,, y FLU - 6 1/2 T w/pre finished grille Review -,r Prefinishe brake �. fascaacopingand 44•• Ell i RamCrossing I • � 2nd Level Plan • �J 10, - 3 1 /4" Existing fence I ❑0 W4 7 Accent W1 • „ 5 Fort Collins, CO 80521 1 a • 1st Level Plan Field . , I West Lake Street -(100' 0" No De Date •am . Description 1 BDR Submittal 11-4-11 2 City comments 12-15-11 Accen W3 3 Final Molars 02-01-12_ Existing concrete sidewalk connection to CSU Exterior Finish Selections: F2 Exterior concrete: Integral colored: , entry, North site entry plaza: Davis Colors to match existing building Non -colored: All other locations R3 Roof deck pavers: Standard gray paver tiles from manf. standard color selections - Westile or equal. W1 Exterior hard coat stucco: W1 Field Field color Senergy'Champagne' to match existing building, 'Sahara' finish Accent color: Senergy 'Brunet' to match existing building, 'Texture' finish Brick masonry Brick Veneer: Standard, running bond to match existing building. Mortar: Integral color mortar from Davis Color selection WExterior hard coat stucco over concrete: Field color. Senergy'Champagne' to match existing building, 'Sahara' finish Accent color: Senergy'Brunet' to match existing building, 'Texture' finish F2 with turned down edge Pre -finished Metal Roofing: Standing seam metal roofing: Berridge'Copper Cote', 24 ga. Gutters & Downspouts: Berridge 'Copper Cote', 24 ga. Brake Metal Shapes: Berridge'Copper Cote', 24 ga. Vinyl Windows and Patio Doors: Windows: Atrium sliding, fixed and casement windows or equal: 'White' Patio Doors:Atrium sliding patio doors or equal 'White' Aluminum Storefronts: Doorways: Tubelite medium stile, Medium Bronze aluminum finish Windows Tubelite, Medium Bronze aluminum finish Paint: Deck railing, guards and embeds: Powder coated, Bronze to match existing facade update Canopy Steel: Painted, bronze to match facade update w ferrous metal primer Doors, gates and misc.: Paint to match existing facade update, Bronze. West Elevation 1/8" .Elevation C-3 148 Basic Development Review I Project No.: 2011-32 Drawn by: MR I Reviewed by: Elevations Scale Accordingly if Reduced Drawing Number -A2 of 4 Go M t V December 21 st at 9am December 21 st at 10am December 21 st at 12'noon December 21 st - December 21 st - 11F lE ra � Winter Solstice - 2pm 0 30 1 " = r 0" r, �\ Winter Solstice - 12'Noon U 1 " = 50' 0" Summer Solstice - 3pm Summer Solstice - 12'Noon SUMMARY: Note: Summit Hall shown In the background r4 Architects has developed a shadow analysis based on the available Information for assumed locations has been modeld using the best information and construction of adjacent structures and the observed grades. Winter shadow conditions are based on available to us at this time. r4 Architects has December 21 st at incremental times, 9am, 12 noon, and 3pm. used aerial photographs to determine adjacencies of the occupied buildings. In Based on the our analysis, the proposed project does NOT have an adverse affect on adjacent public and addition, we have replicated the building private property as defined in the LUC. Our shadow impact occurs for limited times each day during massing and fenestration from photographs, limited winter months on the surface parking field to the West and on the Academic Village to the North. site observation and traditional construction practices for height and roof slope. Summit Hall of the Academic Village is the only occupied structure within our cast shadow. Our proposed project has negligent impact during portions of 3 winter months and at limited hours in late afternoon. Summit Hall windows on the first and second floor are intermittently in shadow beginning at Noon and progressing across the bulling as the sun changes position. We will not have impact and will have adequate solar gain in the morning and early afternoon in these months. The proposed project has been sited to the western edge of the property to reduce the impact on the adjacent student housing. Winter Solstice - 10am 1 1"=50'0" Summer Solstice - 9am 4 1 " = 50' 0" DESIGN CONSIDERATIONS TO MINIMIZE VISUAL AND SHADOW IMPACTS ON NEIGHBORING PROPERTIES Design considerations to minimize our solar and visual impact on neighboring properties include the following Incorporating substantial building setbacks on the North property line to minimize shadow impact on Summit Hall Unit design to incorporate the use of PTAC HVAC units to avoid condeser fields and rooftop equipment Elimination of 3rd floor and mezzanine decks on the NW and NE building corners. Massing reduction on the end units by placement of roof decks in lieu of occupied space from the end unit mezzanines. Contextural roof forms using decorative parapets and pitched, flat and arched roofs. Use of pedestrian scale canopies, entry canopies and intricate deck railings to provide visibility out and in to our project. c-3 148 117 E. Mountain Ave. Suite 205 Fort Collins, CO 80924 phone 970/224-0630 fax 9711/224-0634 www r4arch.com In Association with: CD & CG LLC 4787 Valhalla Dr. Boulder, CO 80301 Phone: (303) 530-4753 Contact: Chuck Gower or Cheryl Dipanfilo E-mail: walnutmain@att.net Brinkman Construction Gen" Contractor 3003 E. Harmony Rd. Suite 300 Fort Collins, CO 80528 Phone. (970) 267-0954 Contact: Jim Ciesla E-mail: Jim.Ciesla@brinkmanpartners.com Larsen Strucutral Design Structural Engineer 19 Old Town Square, Suite 238 Fort Collins, CO 80524 Phone: (970) 568-3355 Contact: Blake Larsen E-mail- blake@larsensd.com The Ballard Group Mechanical Engineer I 1627 Greengate Drive Fort Collins, CO 80526 Phone (970) 980-1662 Contact: Matt Doll E-mail mdoll@theballardgroup.com APS, Inc. Electrical Engineer I 6931 Broadway Denver, CO 80221 Phone: (303) 287-8091 Contact: Chuck Poison E-mail: chuck@apsinc.biz Irdervrest Consulting Group Civil Engineer 1218 Ash Street Windsor, CO 80550 Phone: (970) 674-3300 Contact: Mike Oberlander E-mail moberlander@lnterwestgrp.com TB Group, LLC Planning/Landscape 444 Mountain Ave Berthoud, CO 80513 Phone (970)532-5891 Contact: Jim Birdsall E-mail jim@tbgroup.us Basic Development Review Ram's Crossing West Lake Street Fort Collins, CO 80521 Issued No. Description Date 1 BDR Submittal 11 A 11 2 City Comme_nt_s_ 12-15-11 _3 Final Mylars 02-01-12_ Basic Development Review I Project No.. 2011-32 Drawn by: MR, SA Reviewed by: Shadow Analysis Scale Accordingly if Drawing Number -A3 of 4 CD West Lake Street Image C Before U 1 /4" = 1 ' 0" View C - After ital G C SUMMARY: r4 Architects has developed a visual analysis that identifies the extent to which existing views may be blocked. Our project is infill on an site with an existing 89 unit student housing project. Our project is placed on the North property boundary and is intended to complete the fourth leg of an existing internal courtyard. The project will define the courtyard and create an internal activity center for the campus. This activity center contains a pool, pool deck, landscaping, existing barbeque patio,sunshades and bicycle parking. No views to this activity center will be blocked. Surrounding properties include a CSU surface parking lot on the West, the CSU Environmental Center undeveloped property on the East and Summit Hall to the North as part of the Academic Village of CSU. The South boundary is bordered by Lake Street and is not affected by our projects location. Summit Hall of the Academic Village is the only occupied structure which borders our project propery. Our project has negligent visual impact on the Academic Village. In contrast, views from resident units once looking over a parking field and adjacent student housing facility roof will now look upon a new facility with architecture, landscaping and materials designed to be compatible with Summit Hall. No existing views from the East, North or West are affected by our proposal Existing Architectural Site Plan 1 " = 30'-0" Design considerations to minimize our solar and visual impact on neighboring properties include the following: Incorporating substantial building setbacks on the North property line to minimize shadow impact on Summit Hall Unit design to incorporate the use of PTAC HVAC units to avoid condeser fields and rooftop equipment Elimination of 3rd floor and mezzanine decks on the NW and NE building corners. Massing reduction on the end units by placement of roof decks in lieu of occupied space from the end unit mezzanines. Contextural roof forms using decorative parapets and pitched, flat and arched roofs. Use of pedestrian scale canopies, entry canopies and intricate deck railings to provide visibility out and in to our project. CSU Environmental Center -No Structures View B - After U 1 /4" = - ' 0" Image B - Before 1/4" = V-0" View A - After J 1 /4" = 1 ' 0" Image A - Before 1 /4" = V-0" C-5 117 E Mountain Ave. Suite 205 Fort Collins, CO 80524 phone 970/224-0630 fax 970/2244634 www.r,tarch com In Association with: CD & CG LLC Owner 4787 Valhalla Dr Boulder, CO 80301 Phone: (303) 530-4753 Contact: Chuck Gower or Cheryl Dipanfilo E-mail: walnutmain@attnet Brinkman Construction General Contractor 3003 E. Harmony Rd. Suite 300 Fort Collins, CO 80528 Phone: (970) 267.0954 Contact: Jim Ciesla E-mail: Jim. Ciesla@brinkmanpadnerscwm Larsen Strucuural Design Structural Engineer 19 Old Town Square, Suite 238 Fort Collins, CO 80524 Phone: (970) 568.3355 Contact: Blake Larsen E-mail: blake@larsensd.ccm The Ballard Group Mechanical Engineer 1627 Greengate Drive Fort Collins, CO 80526 Phone: (970) 980-1662 Contact: Matt Doll E-mail mdoll@theballardgroup com APS, Inc. Electrical Engineer 6931 Broadway Denver, CO80221 Phone: (303) 287-8091 Contact: Chuck Poison E-mail chuck@apsinc biz Interwest consulting Group Civil Engineer 1218 Ash Street Windsor, CO 80550 Phone: (970) 674-3300 Contact: Mike Oberlander E-mail: moberlander@Interwestgrp com TB Group, LLC Plarrning/Landscape 444 Mountain Ave Berthoud, CO 80513 Phone: (970) 532.5891 Contact: Jim Birdsall E-mail: jim@tbgroup us Basic Development Review Ram's Crossing West Lake Street Fort Collins, CO 80521 No. Description Date 1 BDR Submittal 11-4-11 2 CRTComments_ _ 12-15.11 3 Final Mylars 02-01-12_ Basic Development Review Project No.: 2011-32 Drawn by: MR, SA Reviewed by: Visual Analysis Scale Accordingly it Reduced Drawing Number 1,8 I-A4 of 4