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HomeMy WebLinkAboutPADS AT HARMONY - Filed MA-MINOR AMENDMENT - 2007-07-13C:) c'V .� GENERAL NOTES: 1 - Current building height is 3 stories maxkrnim. 2 - Buildings will conform to minimum Fort Collins, Colorado energy ood!s. 3 - Sidewalks and ramps will conform to City standards. 4 - Proposed exterior lighting will be pole mounted luminaries at drives and parking areas. Both pole and buRdkrg mounted 8xIm will feature down directional and sharp cut off luminaries. 5 - All rooftop and ground mounted mechanical equipment including utility meters is to be fully screened from public view with rooftop parapet waft and / or landscaping. 6 - All signage to comply with local sign codes. 7 -The trash enclosures Will be mounted on concrete and be constructed of materials to match the buildings. AN gates constructed will be of solid material. 8 - Bike racks are to be permanently anchored to concrete. 9 - All handicap parking spaces and ramps are to be verified with civil engineer for grading , drainage, and accessible mule considererion Handicap parking spaces should slope no more than 1:48 in any direction. All accessible routes should slope no more than 1:20 in direction of travel and no more than 1:48 cross slope. 10- Building envelopes are shown as approximate locations. Refer to final plat for bearings and dimensions for construction. 11- All curbs in the Fire Lane shall be painted red and mad No Parking'. LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN IN THE COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 32, FROM WHICH THE CENTER QUARTER CORNER OF SAID SECTION 32 BEARS N 00°11'11" E, A DISTANCE OF 2652.92 FEET, SAID LINE ALSO BEING THE BASIS OF BEARINGS FOR THIS DESCRIPTION; THENCE N 89'26'20" W ALONG THE SOUTHERLY LINE OF SAID SOUTHWEST QUARTER OF SECTION 32, A DISTANCE OF 1324.57 FEET; THENCE N 00'14'36" E, A DISTANCE OF 295,94 FEET; THENCE N 89°44'06" E, A DISTANCE OF 691.37 FEET; THENCE N 89°44'06" E, A DISTANCE OF 90.44 FEET; THENCE S 02'06'45" W, A DISTANCE OF 20.05 FEET; THENCE S 87"53'15" E, A DISTANCE OF 267.67 FEET; THENCE N 00"41'24" E, A DISTANCE OF 20.54 FEET; THENCE S 89'l lr36" E, A DISTANCE OF 275.46 FEET TO A POINT ON THE SAID EASTERLY LINE OF THE SOUTHWEST QUARTER OF SECTION 32; THENCE S 00*11'11" W ALONG THE SAID EASTERLY LINE A DISTANCE OF 299.85 FEET TO THE POINT OF BEGINNING; MINOR AMENDMENT LEGEND LAND USE STATISTICS SYMBOL DESCRIPTION EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING FIRE HYDRANT EXISTING STREET LIGHT BUILDING ENVELOPE PROPOSED ROW PROPOSED FIRE HYDRANT C COMPACT PARKING STALLS HC HANDICAP PARKING STALLS BIKE BIKE RACK (5'X8' PAD) R SIDEWALK RAMPS FOR HANDICAP ACCESSIBILITY w PARKING LOT LIGHT FIXTURE IIryI' I�� IT`�I� I PEDESTRIAN ENTRIES AND EOY LOCAT ONS)STRIPING (AT TRASH ENCLOSURE ' PROPOSED SIGN TRANSFORMER PARKING CALCULATIONS LOT 1- BASIC INDUSTRIAL and NON -RETAIL EMPLOYMENT ACTIVITY TOTAL LEASABLE SQUARE FEET 38,365 S.F. MEDICAL/ OFFICE SPACE SQUARE FEET 12,000 S.F. 3 SPACES ALLOWED PER 1000 S.F. MAXIMUM 35 SPACES RESTAURANT SQUARE FEET 14,165 S.F. 10 SPACES ALLOWED PER 1000 S.F. MAXIMUM 141 SPACES BANK SQUARE FEET 10,200 S.F. 3.5 SPACES ALLOWED PER 1000 S.F. MAXIMUM 35 SPACES MAXIMUM ALLOWED ON SITE 212 SPACES PROVIDED ON SITE 207 SPACES LOT 2- NEIGHBORHOOD CONVENIENCE SHOPPING CENTER TOTAL LEASABLE SQUARE FEET 35,080 S.F. 5 SPACES PER 1000 S.F. MAXIMUM 175 SPACES PROVIDED ON SITE 150 SPACES GROSS CALCULATIONS: SQUARE FEET ACRES PERCENT (AREA) (AREA) OF TOTAL BUILDING COVERAGE 46,820 1.07 11.8% PATIO COVERAGE 5,360 0.12 1.3% HARMONY ROAD ROW DEDICATION 42,871 0.98 10.8% SNOW MESA DRIVE ROW DEDICATION 33,364 0.77 8.5% PARKING/ DRIVEWAYS & WALKS 165,838 3.81 42.1% LANDSCAPE AREA 99,947 2.29 25.5% 9.050 TOTAL 394,200 100.0% NET CALCULATIONS: BUILDING COVERAGE 46,820 1.07 15.1% PATIO COVERAGE 5,360 0.12 1.7% PARKING/ DRIVEWAYS & WALKS 165,838 3.81 53.7% LANDSCAPE AREA 90,850 2.08 29.5% TOTAL 308,868 7.09 100.0% LOT 1 CALCULATIONS: BASIC INDUSTRIAL AND NON -RETAIL EMPLOYMENT ACTIVITY CENTER BUILDING COVERAGE 27,100 0.62 15.7% PATIO COVERAGE 2,650 0.06 1.5% PARKING/ DRIVEWAYS & WALKS 97,324 2.24 56.5% LANDSCAPE AREA 44,917 1.03 26.3% _ TOTAL 171,991 3.95 100.0% LOT 2 CALCULATIONS: NEIGHBORHOOD CONVENIENCE SHOPPING CENTER BUILDING COVERAGE 19,720 0.45 14.4% PATIO COVERAGE 2,710 0.06 2.0% PARKING/ DRIVEWAYS & WALKS 68,514 1.57 50.0% LANDSCAPE AREA 45,933 1.06 33.6% TOTAL _ 136,877 3.14 100.0% HARMONY ROAD CALCULATIONS: ROADWAY 34,452 0.79 80.3% LANDSCAPE AREA 8,419 0.19 19.7% TOTAL DEDICATED RIGHT OF WAY 42,871 0.98 100.0% MESA DRIVE CALCULATIONS: AREA 5,068 I 0.12 1 16.0% DRY STACKED STONE WALL N. I .S. FILTER FABRIC COMPACTED GRAVEL BACKFILL BOULDERS, TYP. 4"-S'PERFORATED SOCKED DRAIN PIPE WHERE NECESSARY, SEE UTILITY PLANS FOR LOCATIONS COMPACTED SUB -GRADE BUILDING ADDRESS INDEX 1 2310 E. Harmony Road 2 2350 E. Harmony Road 3 2400 E. Harmony Road 4 2420 E. Harmony Road 5 2510 E. Harmony Road 6 2550 E. Harmony Road 7 2580 E. Harmony Road SHEETINDEX 1 Site Plan 2-3 Landscape Plans P.AD5 mla MAT; MONY 13ELLFSIME) VICINITY MAP SCALE: 1"=2000' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. OWNER: Harmony Executive Park, LLC 3702 Manhattan Ave. Suite 201 Fort Collins, CO 80526 Ph (970) 229-5900 Fax (970) 223-5740 :7i_TJiJi3_� Land Images, hic. 1136 E. Stuart St. Suite 2040 Fort Collins, CO 80525 (970)472-8954 (970) 472-8955 Fax APPLICANT: Harmony Executive Park, LLC 3702 Manhattan Ave. Suite 201 Fort Collins, CO 80526 Ph (970) 229-5900 Fax (970) 223-5740 FNf;INFFR- Stantec Engineering 209 W. Meldrum Fort Collins, CO 80521 Ph (970) 482-5922 Fax (970) 482-6368 This is a PLANNING document only. NOT FOR CONSTRUCTION. Refer to Civil Engineers or Construction Document drawings. o6p%mm"M 0' 25' 50' 100' 150' Scale: 1" = 50' 9�nq t 0 N 0 to U L 0 ^boa O Urr 0 � W S O L coc E W g >. 0 o a, CD m (0 T y .4 N C m v L r ''^^ V! Z w Q W I a < � 3 Q ti o '0 Z C M T W cc o m m o C Y Q 0 0 U Of Cc o Sheet O a IF U Z m v V F in ILL 1 of 3 SAID PARCEL CONTAINS AN AREA OF 394,200 SQUARE FEET OR 9.050 ACRES, MORE OR LESS. /-1/N17/C rF1-0VWf-1a / i r07W .iNe"T / QIF ,/ P -146 2501 CORE ARCHITECTURE O N DASHED LINE INDICATES SIGNAGE LOCATION, TYP. TOWER ROOF PEAK STANDING SEAM METAL ROOF, TYP. AT BARREL ROOFS- SILVER ROOF PEAK 10 142' -0' STEEL BRACKETS, TYP, 40 YR HIGH PROFILE COMPOSITE SHINGLE - WEATHERED WOOD SMOOTH FINISH HARDCOAT STUCCO SYSTEM - CHAMPAGNE / MEZZANINE LEVEL 126'-4' TRUSS BEARING w UPPER LEVEL 1252 STEEL BRACKETS, TYP. UPPER LEVEL FIN. FLOOR STEEL RAILING, TYP. STEEL BRACKETS, TYP. THERMALLY BROKEN ALUM. STOREFRONT LU/ GLAZING SYSTEM, TYP.- MILL FINISH MAIN LEVEL FIN. FLOOR v I00, _ 01 NATURAL STONE TILE OR SYNTHETIC STONE VENEER- BUFF- ' East Elevation A2 AM METAL T BARREL =R <ETS, PROFILE COMPOSITE 4THERED WOOD ,H HARDCOAT 'EM- CHAMPAGNE vG w KETS, TYP. :R 4G, TYP. KETS, TYP. S 3ROKEN ALUM. W/ GLAZING - MILL FINISH :IN. FLOOR riA I UtCAL o i ONE TILE OR SYNTHETIC STONE VENEER- BUFF South Elevation 7M Mott *m offim 0"2105.118t t" 101 -N: 670AM.40: o,t colt-, CO fax: 270.372A71: NOT FOR CONSTRUCTION - FOR APPROVAL ONLY 00 O Z C) -- U 0 C W O � U O � E o= 00 LO N Owner. Harmony Executive Park, LLC 3702 Manhattan Avenue Suite 201 Fort Collins, CO 80526 970.229.5900 General Contractor/ Developer. ELLISIMO f qp IJFNII RNL ESTATE OEv[L\lM1ENT tl IM'EETMFYf 3702 Manhattan Avenue Suite 201 Fort Collins, CO 80526 Consultants: Structural Engineer TWHartmann Inc Loveland, CO PROJ. NO. PADS.01 DRAWN: jah CHECKED: DATE: 05.11.07 ISSUES: CORE Arohkec*n,LLC J EXTERIOR ELEVATIONS A2m - ` P-146 2501 NiAo�000s� saEe-T to .F // 0 Ln N DASHED LINE — INDICATES SIGNAGE LOCATION, TYP, STEEL BRACKETS, EmIc�r_ . .__�I�IIII■�■I�_�_�11���� ��11._�_�II■■■�I■I��.11 ■ ■ 1�1■I, ■ ■ ■ ■ill■ •— —. �1 iil lii■■ :,__'�■_I I 1■■ii! lii■■1 NOW 1i�. .ii� �i� .itl•� ■iil..liii■■ ■■■iil..lii■■■ ��� Illllllllllllllllllllllllllllllllllllllllliii -- rK Mrs ,.,,illlll . :.- I .� Imo■ !MIS iir I��.tl.- N�.'I W- Hi��.�.�I� STEEL BRACKETS, TYP. — THERMALLY BROKEN ALUM. STOREFRONT 11J/ GLAZING SYSTEM, TYP.- MILL FINISH MAIN LEVEL o ,,FIN FLOOR — NATURAL STONE TILE OR SYNTHETIC STONE VENEER- BUFF 2 West Elevation A2.2 STANDING SEAM METAL T BARREL ER aNDREL <ETS, PROFILE COMPOSITE 4THERED WOOD IH HARDCOAT .EM- EVEL NG • <ETS, TYP. °R 6, TYP. <ETS, TYP. -s BROKEN ALUM. W/ GLAZING - MILL FINISH :IN. FLOOR _, . ENE TILE _ OR SYNTHETIC STONE VENEER- BUFF North Elevation A2.2 1811_,l,-0,1 CORE ARCHITECTURE 3702 M*nh~ Aw oleos: 9702ee.1199 Sins 101 0* 970.12DA652 Fat Coffins, CO fax; 970.372A713 9052e I-hossk®rnan.00m NOT FOR CONSTRUCTION - FOR APPROVAL ONLY a O J J O L. Z L 5 > •- U O -� V w x W • — 0 C U O 0 E u. O ca 00 ..L� LO N Owner. Harmony Executive Park, LLC 3702 Manhattan Avenue Suite 201 Fort Collins, CO 80526 970.229.5900 General Contractor/ Developer. Will- 11 ELLISIMU 1 NI) iJ I VI> II I AI.I a IAI I I )I VI I,)1'AV N I K IMYI S IMIh I 3702 Manhattan Avenue Suite 201 Fort Collins, CO 80526 Consultants: Structural Engineer TWHartmann Inc Loveland, CO PROJ. NO. PADS.01 DRAWN: jah CHECKED: DATE: 05.11.07 ISSUES: CORE ArchReotune,LLC I EXTERIOR ELEVATIONS A2021 P-146 2501 MA 0000037 SHEET // of // C Lr CV W IQ. PLANT SCHEDULE UEuuuOUS TREES CODE BOTANICAL/COMMON CONT 0 FPC Finarmus penmylvanice'Cimmram' TM ICimmaon Ash Still 0 FPM Fretdnus pen neylvenics'MarshaM' / Marshall Ash B & B OGTI Gleditsia triscardhos Arnpedal' / Imperial honeylocust Bill ' PT Populus tremulddes / Quaking Aspen Still + QM . Ousmus Macmcerya / Bur Oak B & B � OR Quarcus robur / English Oak B & B (L+) ,/ y - y>� TCL TIM9 corrata / Llttlekmr Linden Bill O+ TCG The cordial '(iroenspire'/ Grisenepirs Litleear Linden Still EVJE./R�.G'[REEN TREES CODE BOTANICAL/COMMON CONT PE Plnus edulls / Pinal Plne B & B PFV Pious Me)A$'VandmwlB Pyrmnid' / Vande trs PymmidLimber Pim B & S /�WS. ++��r'�� 3 + C< PNA Plnus night I Austrian Pine B & B 0 Pi Pious syNeehls'Fasggieta/ Erect Scotch Pine B & B FLOWERINGTREES CODE BOTANICAUCOMMON CONT F a AO Acer Grandidentatum I BigtoeM Maple B&B 0 AGA Amelancher grandi6ora'Autumn Brilliance /'Autumn Brilliance Serviceberry B & B 0 MC Melus Centurion I Centurion Crabapple B & S OPVS Prunes virgimana'Shubert'/ Canada Red Cherry B&B Pi Pyrus cellaryars'Chanticleer' /Chanticleer Pear Still 1 I QG Quemua gambelii / Gambol Oak B & 8 SHRUBS CODE BOTANICAL/COMMON CONT QBTH Befall srunbergh -Helmand Pillar / Columnar Barberry 5 gal OBTR Barnacle munbergh'Rose, Glow' / Rosy Glow Barberry SON �* BDNP Buddeje devidii'Nanho Purple / Nenho Purple Si Bush 500 BDRR Budde)e davidii'Royal Red / Royal Red Sutter ly Bush 5 gal *� CCDK Caryoptens dandormrrsrs'Dark Knight' / Blue hill Shrub 5 gal OCB Comes be" / Galley's Red -twig Dogwood 5981 OFN Foreatiere neomexrcena / New Mexican Pmret 5 gal JSGG Jumparus scopulorum'Grey Gleam' I Gray Gleam Juniper 5 gal LKF 1-0160 re komlkowii'Horibunds' / Blue Velvet Homy iii 5 gel OPS Penes beaeeyi / Sand Cherry 5 get O RCG Rosa'Cumbart Grant'/ Cuthbert Grad Shrub rose 5gal ® ROW Ross'Golden Whrge ( Gulden Wings roe, 5 gy ORMW Ross Meldiland write' I Maditand white Shrub Rosa 5 gal RMC Rose'Momet Centim isl' / Mandan Centennial Rose IS) 5 gal BE Salk exlgue / Coyote Waow 5 gal ©+ SNSM Spiral nipponira'Snow Mound / Helward'e Silver Spires 5 gal OSPMK Syringe patula'Miss Kim' / Miss Kim Lilac 5 gal /D L VL Viburnum Lenfago / Nannynerty Vibumem 5 gal 0 VTC Vibumem trilohum'Compaelum' /Camped American Cmnheny Viburnum 5921 GROUND COVER SHRUBS CODE BOTANICAL/COMMON CONT OJHBC Jumperus horzontalis'Blue Chip'/ Blue Chip Juniper 5 gal JHY Juniperus hortzontalis'Youngstowo l Compact Youngstown Andorra Juniper 5gal JSBJ Juniperua sebirre'Buffeb' / Buffalo Juniper 5 gM +...r JSCC Junitei sebos'Cillgay Carpet TM I Calgary Carpet Jumper 5981 OPBPS Prunes besseyi'Pewnee Buttes' I Creeping Sand Cherry 5 901 SHRUB AREAS CODE BOTANICAUCOMMON CONT AM Achilles hybntl 'Moonshine' I Moonshine Yarrow alternate 2 1/4' ad 4" poloi AMS AchlflM millefdium'Summer Pastek' / Summer Pesteta Y,,i alternate 21/4" and 4" pots Q 24" oc BLC Bartenders types / Chocolate Flower anal 2 1/4' and 4' pate Q IIn W CAKF Ceemaign0i ecutltoa'Ked Foerster / Foerster's Read Grass alternate 21/4" and 4" pots Q 31 a EPP Echinseee purpuree / Purple Coneflower altentae 2 1/4" and 4" Dots Q 24" oc FGES Festuca gteuca'Elpah Blue' / Elijah Blue Fescue 4"pol 24" w aGG6 Gailla/dia grandifore'Goblm' / BlankelMower alternate 21/4" and 4" Dols Q 1W be /�,/, HSO He emcal is hybrid 'Stella tie Oro / Stella de royhlY e ODaaftemate 2144" and 4" Itch Q 2m oc i MSG Memothus sine nalle'Grildlimus' / Maiden Gress 4'poi 36" be ® PVR Panioan Virgeken 'ROWMhlbmch' / Rots"hlbusch/Red Swnch Oraes alternate 21/4" and 4' pots Q 24" oc RF Rudbeckia fulgida'Goldetunn' I Goldstum Black-eyed Susan ageli nil a 21/4" and 4- post Q 24" be SNM Selvis nerneroae'May Nigh' / May Night Sage alternate 2 114" and 4' lace Q 24' oc CAL SIZE QTY 1 2 2"Cal 11 a 5 2"Cal 5 4 1 2"Cal 14 8 6 2"Cal 8 4 4 2"Cal 17 8 9 Z"Cel 15 5 10 2"Cel 6 3 3 2"Cal 11 6 5 CAL SIZE QTY 1 2 6 8 6 2 6' 3 2 1 6' 1 1 0 e' 10 4 6 CAL SIZE QTY 1 2 1.5"Cal 13 8 5 1.5'Cal 4 2 2 15"Cal 6 0 6 1.5"Cel 9 0 9 1.5"Cal 2"Cel 4 0 4 18 12 6 OTY 1 2 25 10 15 15 1 14 16 12 4 9 0 9 34 9 25 26 14 12 37 37 0 7 3 4 12 0 12 7 2 5 16 4 12 16 7 9 21 1 20 1s 11 8 42 23 19 16 10 6 33 24 9 11 0 11 5 0 5 QTY 1 2 22 8 14 36 20 18 94 39 55 44 22 22 42 14 28 QTY 1 2 197 97 100 187 11572 46 18 28 30 5 25 299 193106 369 127 242 Set top of root ball 1-7 higher than adjacent grade. Remove container, (inducting fiber containers), baskets, wire etc, from the rootball. Break-up encircling roots with ---� sharp knife or spade. 1 1 slope on sides of planting tale, cerify sides of planting hoe. Split bottom of root bell. 2 TIMES ROOT BALL DIAMETER 4" high water saucer. 4" call mulch tmg 3 ft. in diameter Backfill with blend of existing sail and a maximum 20 % (by volume) organic matenat. Water ttaroughlywhen backflling Place root ball on undisturbed soil to prevent settlement. Pl9otmleM Not": 213 32 181 Pftlfnlig Nolen, et 5hntb plu'nb. Space plants, and Do not heady prune the shrub at place for best e8ect penfing. Prune only dead or broken branches. If form is compromised by 417 25 392 pruning, replace ahmD. 1103 8 97 SHRUBS PLANTING DETAIL A SCALE: N.T.S. 4e 46 0 455 139 316 39 39 0 Be lop of rod hag 1-2' nigher than adjacent grade. 4" deep mdcm ring plaoel a midmum of 4 R. _ in diameter. Do not place mulch in Contact with has trunk. 1:1 elope on sides of planting hole. Scarify sides. Remove all time, rope, burlap and wire from entire rod ball and trunk. Tamp soil around mot ball grrrly wills fad pressure so that mot beg does not shift. Settle sail wish water. Fill all air packets sell. 2 TIMES ROOT BALL DIAMETER ,pnq'i )o not heavily prune the tree at planting. 'Me only crossover limbs, xdomment leaders and broken trancries. Some interior twigs and steral brunches may be pruni lawgiver, do not remove the terminal ids of buds of branches that extend to no edge of the crown. PLAN VIEW - THREE STAKES — Grommeted nylon soaps —Galvanized wire or cable - Iwist wire to tighten. —8 fL steal T-poet (see schedue). AN shall be driven outside roolball in undisturbed soil. — 64f" high water saucer in non -turf areas. Beam with blend ofexlssi soil and a maximum 20 % (by volume organic material. Walar t�mughly w11en back511ing — Place root ball on undisturbed Boil to prevent settlement. ve at end of first growing season. vs: 1 " Caliper size - Min. 1 stake on of 1- 2 prevaaing wind (generely NW .1"-3"Calliper size-12 stakes - the on N.W. side, one on S.W. side. N, w size and larger - 3 stakes per am Wire or cable than be min. 12 e, Tighten wire or cable only enough to fromakppirq. Asowfmsom tmrdr ment Nylon straps 1 shall be long gh to accommodate 1-" of 2 growth Curer all branches from wine. EVERGREEN TREE PLANTING N.T.S. Mark norm side of bee In ' nursery, and rotate tree to face north at the site when ever possible. Set top of root ball 1-2" higher than adjacent grade. 4" deep mulch ring placed a minimum of 6 — R. in diameter. Do not placemulch in contact with bee trunk. 1:1 slope on sides or ---- planting note. Scarify sides. Remove all twine, rope, burlap and wire from entire root ball and trunk. Place soil around root beg firmly, do not compact or tamp. Seftle soil with wafer. Fill all air pockets. 2 TIMES ROOT BALL DIAMETER PLAN VIEW - THREE STAKES Grommeted nylon straps Galvanized wire or cable - twist wire to fighter. 6 ft. steel T-post (see schedule). All shall be driven outside roomall in undisturbed soil. 4-6" high water saucer in non -turf areas. Backfill with bland of existing aril and a maximum 20 % (by volume) organic material. Water thoroughly when backfilling Place root bell on undisturbed soil to prevent settlement. DECIDIOUS TREE PLANTING SCALE: N.T.S. Plods at Harmony LLLISIM ML Il- e:.LL r'TATr ,+ , -h'I 11n ^.T I I\' f,i`A P.T CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 303-232-1991 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. OWNER: APPLICANT: Harmony Executive Park, Harmony Executive Park, LLC LLC 3702 Manhattan Ave. 3702 Manhattan Ave. Suite 201 Suite 201 Fort Collins, CO 80526 Fort Collins, CO 80526 Ph (970) 229-5900 Ph (970) 229-5900 Fax (970) 223-5740 Fax (970) 223-5740 PLANNER: ENGINEER: Land Images, Inc. Stantec Engineering 1136 E. Stuart St. 209 W. Meldrum Suite 2040 Fort Collins, CO 80521 Fort Collins, CO 80525 Ph (970) 482-5922 (970)472-8954 Fax (970) 482-6368 (970)472-8955 Fax This is a PLANNING document only. NOT FOR CONSTRUCTION. Refer to Civil Engineers or Construction Document drawings. 0 15 30 60 90 Scale: 1" = 30' 89Xy x N yCYt '0 ADO Vy� N N cV L u m �a O to t: M U 0 aLL m ; W M �" C ,^ C, ". arc p rn E CC Q g C O Z }� m L f 'M^ V! Z M _ CIO C G � C a 0 o Z CU c a � m T7 W ar t0 O m O W C tYt�,g L Q a sit C 0 p U 0 �, -6 Sheet p� U Z C = r_ J m ti 2 of 3 SHEET si or / I P -146 2501 0 N TREE PROTECTION NOTES 1. Within the drip line of any protected existing tree, there shall be no cut or fill over a four -inch depth unless a qualified arborist or forester has evaluated and approved the disturbance. 2. All protected existing trees shall be pruned to the City of Fort Collins forestry standards. 3. Prior to and during construction, barriers shall be erected around all protected existing trees with such barriers to be of orange fencing a minimum of four (4) feet in height, secured with metal t-posts, no closer than six (6) feet from the trunk or one-half ('/z) of the drip line, whichever is greater. There shall be no storage or movement of equipment, material, debris or fill within the fenced tree protection zone. 4. During the construction stage of development, the owner shall prevent the cleaning of equipment or material or the storage and disposal of waste material such as paints, oils, solvents, asphalt, concrete, motor oil or any other material harmful to the life of a tree within the drip line of any protected tree or group of trees. 5. No damaging attachment, wires, signs or permits may be fastened to any protected tree. 6. Large property areas containing protected trees and separated from construction or land clearing areas, road rights -of -way and utility easements may be "ribboned oft," rather than erecting protective fencing around each tree as required. This may be accomplished by placing metal t-post stakes a maximum of twenty-five (25) feet apart and tying ribbon or rope from stake -to -stake along the outside perimeters of such areas being cleared. 7. Heavy equipment should not be allowed to compact over the soil over the root zone of existing trees. 8. Avoid cutting surface roots wherever possible. Sidewalks and paving levels should be contoured sufficiently to avoid such. 9. 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. 10. The installation of utilities, irrigation lines or any underground fixture requiring excavation deeper than six (6) inches shall be accomplished by boring under the root system of protected existing trees at a minimum depth of twenty-four (24) inches. The auger distance is established from the face of the tree (outer bark) and is scaled from tree diameter at breast height as described in the chart below. Tree diameter at breast height (inches)auger distance from face of tree (feet) Tree Diameter at breast height (inches) Auger distance from face of tree (feet) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 15 GENERAL NOTES: 1. Identification tags on all plant material to be on 10% of total quantity of each species showing genus, species and variety, etc. provide matching sizes and forms of like shrub species as shown on drawings. 2. Owners representative is to approve all plant material prior to installation with prior notice of 48 hours. 3. The developer shall contact the city to inspect all street tree planting at completion. All trees need to have been installed as shown on the landscape plan. Approval of street tree planting is required before final approval. Failure to obtain approval by the City for street tree planting shall result in a hold on certificate of occupancy. 4. All shrub beds to receive river rock 3" depth typical unless noted. Contractor to receive verification of this from the supplier and present verification to the owner prior to any construction. 5. Substitutions of plant material to be approved by owners representative prior to planting. 6. All shrub beds to be irrigated with automatic drip irrigation system. All turf areas to be automatically irrigated. 7. Tree utility separations shall not be used as a means of avoiding required street trees. 8. Developer shall ensure that the landscape plan is coordinated with the plans done by other consultants so the proposed grading, storm drainage or other construction does not conflict, nor preclude installation and maintenance of landscape elements on this plan. 9. Prior to installation of plant materials and sod, areas that have been compacted shall be thoroughly loosened. organic amendments such as compost, peat, or other manure shall be thoroughly incorporated at a rate of at least 4 cubic yards per 1000 sf. All parking lot islands shall be loosened and amended to a depth of 24". 10. To the maximum extent feasible, topsoil that is removed during construction activity shall be conserved for later use on areas requiring revegetation and landscaping. 11. Turf grass will be a seeded or sodded drought tolerant turf type tall fescue. Detention areas to receive detention seed mix. 12. A free permit must be obtained from the City Forester before trees are planted on City right-of-way. 13. Landscaping shall be installed or secured with a letter of credit, escrow, or performance bond for 125% of the value of the landscaping and installation prior to the issuance of a Certificate of Occupancy. 14. Separation distances from utilities shall be as follows: Eft between trees and water and sewer lines; 4 feet between trees and gas lines. 15. Wood mulch to be placed in shrubs beds located in setback. Cobble mulch to be used in all other beds, including parking lot areas. Final design of landscape and sculpture in traffic circle to be approved by the City of Fort Collins Engineering Department prior to installation. Water usage breakdown (Total prolecty High water use: 0% Moderate Water use: 89,074 s.f = 66.9% (Turf type tall fescue) Low water usage: 44,045 s.f = 33.1 % (Shrub beds) Total: 133,119 s.f. = 100% Pads at Harmony jj�ELLISIMON(-- 7� CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 303-232-1991 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. OWNER: APPLICANT: Harmony Executive Park, Harmony Executive Park, LLC LLC 3702 Manhattan Ave. 3702 Manhattan Ave. Suite 201 Suite 201 Fort Collins, CO 80526 Fort Collins, CO 80526 Ph (970) 229-5900 Ph (970) 229-590C Fax (970) 223-5740 Fax (970) 223-5740 PLANNER: ENGINEER: Land Images, Inc. Stantec Engineering 1136 E. Stuart St 209 W. Meldrum Suite 2040 Fort Collins, CO 80521 Fort Collins, CO 80525 Ph (970) 482-5922 (970)472-8954 Fax (970) 482-6368 (970) 472-8955 Fax This is a PLANNING document only. NOT FOR CONSTRUCTION. Refer to Civil Engineers or Construction Document drawings. 0 15 30 60 9 Scale: 1" = 30' O :� 0 no ,r O £ O 5,0 LL m w � m 0 an co cvC E L va CIO m io - T C y O N }+ m ICU Cn F— �10 Z ICU °0 0 C o _0a Z N c m W ELr° o in$ o C Y Q C O O U @ O ca 0 o Sheet CD Z C a j C0 LL 3 of 3 P -146 2501 /9/I07 00037 Shiver 3 �, of STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min 20'OFF EAST + 0.0 fc 0.1 fc 0.0 fc N / A N / A 20'OFF NORTH + 0.0 fc 0.1 fc 0.0 fc N/A N/A 20'OFF WEST + 0.0 tc 0.1 f0 0.0 fc N/A N/A BLDG FRONT EAST WALK + 0.3 fc 0.5 fc 0.1 tc 5.0:1 3.0:1 BLDG FRONT WEST WALK WALK + 0.2 fc 0.5 to 0.1 fc 5.0:1 2.0:1 PARKING - EAST + 1.5 fc 5.010 0.3 to 16.7:1 5.0:1 PARKING - WEST + 1.3 fc 4.4 to 0.3 fc 14.7:1 4.3:1 PROPERTY LINE - NORTH + 0.2 fc 0.6 fc 0.0 fc N / A N / A PROPERTY LINE - SOUTH + 0.0 f0 0.0 tc 0.0 to N / A N / A PROPERTY LINE - WEST + 0.3 fc 1.41c 0.0 fc N / A N / A PROPERTY LINE -EAST + 0.3 fc 1.1 tc 0.0 fc N / A N / A V-EAST_A + 0.1 fo 0.3 fc 0.0 fc N / A N / A V-EAST_B + 0.0 tc 0.2 fc 0.0 fc N / A N / A V-WEST + 0.0 fc 0.2 fc 0.0 to N!A N/A 15.0 'bo 29 Do 90.0 2.1 b.1 t.o t.0 00.0 2.0 t.o 2.1 t.1 t.0 to t.o t.o 00.0 t.0 2.0 t.o t.6 to t.o to LUMINAIRE SCHEDULE Symbol Label City Catalog Number Description Lamp File Lumens L.LF Watts ■ AA 2 LITHONIA AS1 ARCHITECTURAL ARM- ONE 175-WATT CLEAR 775M SR3 HS; 20' MOUNTED CUTOFF ED-17 METAL HALIDE, LTL12319.IES 12800 1.00 208 fi SSS POLE ON 30" LUMINAIRE WITH SR3 HORIZONTAL POSITION. BASE REFLECTOR,BLACK INTERNAL HOUSE SIDE SHIELD. BB 3 LITHOINIA DUAL ARCHITECTURAL ARM- ONE 175-WATT CLEAR AS1 175M SR2 MOUNTED CUTOFF ED-17 METAL HALIDE, I 1 12800 1.00 426 (north) & 175M LUMINAIRE WITH SR2 & HORIZONTAL POSITION. SR3 (south); 25' SR3 REFLECTORS. SSS POLE ON 30" BASE CC 7 LITHONIA DUAL ARCHITECTURAL ARM- ONE 175-WATT CLEAR AS1 175M SR3; 25' MOUNTED CUTOFF ED-17 METAL HALIDE, U110087.ies 12800 1.00 426 SSS POLE ON 30" LUMINAIRE WITH SR3 HORIZONTAL POSITION. BASE REFLECTOR. VERTICAL AT 20' NORTH OF PROPERTY LINE Scales 1" ­30' LAIN( AIRE LOCATIONS Label`, MH Till AA 23.0 0.0 BB 27.0 0.0 CC 27.0 0.0 Y I POLE LUMINAIRES: A A - 2 3 / A. FULL CUT-OFF LUMINAIRE B B - 2 7 / B. POLE HEIGHT SHOWN TO BE FROM GRADE TO THE LENS C C - 2 7 / C. POLE BASES TO BE ENGINEERING AND DESIGNED BY OTHERS. 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I o n 0 1 `1 I I I b.o LIGHTING AND PHOTOMETRIC PLAN NOTES: BUILDING MOUNTED, PATHWAYAND PLAZA LIGHTING TO BE PROVIDED TO BLEND WITH ARCHITECTURAL FEATURES OF THE BUILDING AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 1) NO LIGHT LEVELS AT GRADE SHALL EXCEED 10 FOOT CANDLES EXCEPT FOR DRIVE -UP SERVICE AREAS WHERE LIGHT LEVELS SHALL NOT EXCEED 20 FOOT CANDLES. 2) LUMINAIRES SHALL BE CUT-OFF WITH LIGHT DIRECTED DOWNWARD, THE EXCEPTION SHALL BE DECORATIVE LUMINAIRES WITH LOW LUMEN OUTPUT ABOVE THE HORIZONTAL PLANE. 3) ALL STANDARDS SET FORTH BY THE CITYOF FORT COLLINS FOR EXTERIOR LIGHTING SHALL BE MET AND SUBMITTED AS REQUIRED BY THE CITY OF FORT COLLINS. IF ALTERNATE LUMINAIRES ARE PROVIDED AT THE TIME OF CONSTRUCTION, THEY SHALL MEET THE LIGHT LEVEL AND PERFORMACE CONDITIONS SET FORTH IN THIS DOCUMENT. C NORTH WEST EAST SOUTH 30 15 0 15 30 60 This is a Land Use Planning Document. Not to be used for construction. Final details are to be coordinated in cooperation between the architect, lighting designer and building electrical engineer. O O O O W U O z o � a a o Q F z a ° x 0 0= Q U) 0Co Z i-oz ~¢zap 0 Q i 11 � �c3o0 �/ i wO jQ Z J o 0 1w O TO QUc 0TWw a z ^^ 0� J n Z Z Q QZ Q U =U¢ Z a Z o F- - O W m- F- J C Z s o �<0z N LL CMi u0U) Lij 0� J J (J) a- a, oL)g5 I_CCnFr ZW� O00I=- LL d Z O_ M W Q 0 w0G cc¢=f O>-in 0 w W m ==O� UW0O W(5wco >zzm RzCC0 UOQF 0O::)a 0200CL Current Issue Date Project No. APR. 26, 2007 7715 Sheet No: LP 1 o� m o� o O 0 N 8 ip N N - J m o � w oa P -146 2501 /44 0700037 swrefii ' 11 of /l r-_1 O V r_,W 00.0 Jr 4t e.o OFA L/THON/A L/GHT/NG' FEATURES & SPECIFICATIONS INTENDED USE - Streets, walkways, parking lots and surrounding areas. CONSTRUCTION - Rugged, die-cast, single-plece aluminum housing with norninal wall thickness of 1/8". Die-cast door frame has impact -resistant, ternPered, glass lens (3116" thickl. Door frame is fully gasketed with one- piece tubular silicone and has tool -less entry and resealing US. Patent No. D447,590. Canada Patent No. 94324. FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available. OPTICAL SYSTEM - Anodized segmented reflectors for superior uniformity and control. Reflectors attach with tool -lass fasteners and are rotatable and interchangeable. Four full cutoff distributions available: Type II (roadway), Type III (asymmetric), Type IV (forward throw) and Type V (symmetric square). ELECTRICAL SYSTEM - 15OW and below utilizes a high reactance, high power factor ballast. 175W utilizes a constant -wattage autotransformer bal- last. Ballasts are mounted on a removable power tray with tool -less latch and have positive locking disconnect plugs. Ballasts are capper -wound and 100% factory -tested. Optional Super CWA Pulse Start ballast (available with 15OW only). Porcelain, medium -base socket with copper alloy, nickel -plated screw shell and center contact. UL listed. INSTALLATION - Integral arm for pole or will mounting. Optional mountings available. LISTING - UL Listed (standard) UL listed suitable for wet locations (darnp location listed in lens -Up orientaticn). V17H I IUAL A 120' NOR I H UI- PHUPERTY LINE 8ca'e 1"=30' e.,. e. • e.» t. • t,. e.,. t.,• e.,• e.,• t.1• e.19 t.1• b.1• e 1• ! t.1 Catalog NUrMer AS 1-175M-SRX-XXXSPA-LP I -(COLOR) Naies Tyl7e X - SEE SCHEDULE FOR DETAILS; XXX - VOLTAGE ALL Architectural Area & Roadway Luminaires AS1 METAL HALIDE 5OW, 70W, 100W.. 150W, 175W AK 1 JTM 10' to 20' Mountincg Specifications EPA:0.7 ft' T1 length: 21.5 (54,5 cm) H Width: 12.5 (31.7 cm) r Depth: 6.3 (15,8 cm) - Weight: 22 Ibs (10 kg) I----- L All dirernsions are inches {centimeters} unless otherwise specifie.cl. •e.0 •t) •t1 •t.1 •e.o •e.o •e.0 -to •e.0 •bo .e.o •e.0 •e.o •e.o •e.o •e.0 •L.0 •e.o •e.0 •L.0 It., •L.0 •L.0 to •e.o •e.0 •e.o t. 3 t ....__. 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'.1 1 .2 1. 9 9 0 0 1. 2 iti.2 It.9 I t8 I QB L.8 t. 7 1.2 / 1, 1 90 7 Jt8 -0.8 1.1 1.1 1. 0, : 1 ly� t. D. s s s ' D '�. II( {I0- .7 .6 6 .7 0.7 0.a .1 I I 1 *' 5 r 5 �.5 D.5 D, 6 6 I t ! 1.0; 1.1; D.r t$� D.fi D.5I t.6 I' t5 0. D6: iD4 Ib5 D -tit .7 t. t5 t5 0.2 b.3 b.2 b.3 t.3 b.3 0.3 b.2 t.3 t i t.3 t.3 ...... . • :: --_. - ..." .. ....-_ - ........., 06 .4 ... _._.-..�_-.._..........� --.. 1- ii4 t 0 b D _.- b.3 t.3 0.3 b.3y t•° b.3 b.3 t.3 t.3 2 b.3 t� 3 0,3 ... 2 D.2 ..__D.3 t.3 *012 0.2__. D.3 D.3 0. �.. b.2 0�3.. .._D24...b.2 D.3 s._0.36 D.25 .••O p..._t3. b.23T� 3LD.4' Dt. ...�t. ;t L .......-- t.4 is I --Two. 2 4 4. 5 .7 .8 �1.9 .5 .6 '17 5 ' 149,5 },5 1.6 ' 1.8 2 2.3 2.3' •3.0 2. 4. t2 .0 2.4 ,. Y... ..5 .4 0 2 n 2.7 11.9 r9.5 i II II i LIGHTING AND PHOTOMETRIC PLAN 1 1 e.0 115.0 e.0 e., t, e.D t.0 t.D t.0 00.0 00.1 e.1 e.o t.0 to 10.0 e.o to to e.o e.o to t.o NORTH WEST EAST SOUTH 30 15 0 15 30 60 This is a Land Use Planning Document. Not to be used for construction. Final details are to be coordinated in cooperation between the architect, lighting designer and building electrical engineer. FF I Z Q a O � F4 C) Q U O � z o � a a � o � Q � z � O H a 0 G 0 (nW10 Z 0 �Owz ¢aL UZV2 N O U ES0 W Q > z0�z Z +�+ ���¢ O o J a�aw Q Z dow V cc Zz0U¢ QZ =OCY N ~w 'U Zz O �. < U �UU 5_t W rL G C a Z Z o 0 �^, �oow J ,a % Lau J a 0050 ~MDE Z W J LLJ Q O Z ~O H Ow�O W ok �¢=i 0>F an ,nor ::) CW7NwGO 2moo C0 U WOO UMLAJJ L = W S W (5 W ,n 2zZ() 5z<0 � ola 0200 Current Issue Date Project No. APR. 11, 2007 0715 Sheet No: LP2 o� o� o r- J oa 0'� coo 3'i SHEET S P -146 2501 L C I 71 I E A S T I*H A R M O N Ym 1 /811= 11-011 I /Q11_ 11-011 LOUDER 2ND LEVEL PLATE HT. FOR CANTILEVER 4.F R O N T - 2.W E S T I /811= 11_011 1 /811= 11_011 WALL SYSTEM NOTES W1 - CONCRETE STEM WALL PER STRUCTURAL FOUNDATION PLANS W/ 2" RIGID INSULATION INSTALLED BELOW EXT. FLATWORK VERTICALLY 2'-6" MIN. WITH 1/2" EXPANSION JOINT MATERIAL BETWEEN BOTH INTERIOR AND EXTERIOR FLATWORK. W2 - STONE TILE WALL SYSTEM WITH STONE TILE LINTELS AND SILLS AS INDICATED. STONE WALL TILE ON MASONRY MESH INSTALLED WITH MASONRY MORTAR, INCLUDE GALVANIZED STEEL FASTENING SYSTEM PER MANUFACTURERS SPECIFICATIONS ON 5/16" CEMENTITOUS BOARD ON GRACE ICE AND WATER SHIELD ON 1/2" APA PLYWOOD SHEATHING ON 2X6 WOOD STUDS BATTERED AS INDICATED. W3 - STONE TILE WALL SYSTEM WITH STONE TILE LINTELS AND SILLS AS INDICATED. STONE WALL TILE ON MASONRY MESH INSTALLED WITH MASONRY MORTAR, INCLUDE GALVANIZED STEEL FASTENING SYSTEM PER MANUFACTURERS SPECIFICATIONS ON 5/16" CEMENTITOUS BOARD ON BUILDING PAPER WRAP ON 1/2" APA PLYWOOD SHEATHING ON 2X6 WOOD STUDS ® 16" O.C. WITH R19 FACED BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE "X" GYPSUM BOARD, INTERIOR FINISH AND PAINT. W4 - SYNTHETIC STUCCO WALL SYSTEM WITH WATER MANAGEMENT SYSTEM. INCLUDE CONTROL JOINTS AND ACCENT COLORS AS INDICATED. SYNTHETIC STUCCO WITH ACRYLIC FINISH COAT ON 1" RIGID INSULATION MECHANICALLY FASTENED ON BUILDING PAPER WRAP ON 1/2" APA PLYWOOD SHEATHING ON 2X6 WALL FRAMING WITH R19 FACED BATT INSULATION WITH 5/8" TYPED 'X GYPSUM BOARD, INTERIOR FINISH AND PAINT. ROOF SYSTEMS R1 - 30 YEAR ASPHALT OR FIBERGLASS HIGH PROFILE LAMINATED ARCHITECTURAL SHINGLES ON 30 DEGREE ROOFING FELT LAPPER 19" MIN. ON 5/8" PLYWOOD ROOF SHEATHING ON PRE-ENGINEERED WOOD ROOF TRUSSES WITH R-30 INSULATION. PROVIDE GRACE ICE AND WATER SHIELD AT ALL VALLEYS 3:12 OR LOWER PITCHED ROOFS, WHERE INDICATED ON THE DRAWINGS. PROVIDE R30 FACED BATT INSULATION. PROVIDE CONT. INSUL. BAFFLES (2'MIN. CLEARANCE) FOR VENTILATION WHERE VAULTED SPACES OCCUR. R2 - STANDING SEAM MECHANICALLY SEAMED METAL ROOF SYSTEM ON FULLY ADHERED EPDM MEMBRANE ROOFING AT BARREL FORM WHERE SLOPE IS LESS THAN 2:12 ON GRACE ICE AND WATERSHIELD WHERE SLOPE EXCEED 2:12 ON }" PLYWOOD DECK ON PREENGINEERED BARREL FORM WOOD TRUSSES ® 24" O.C. OR AS NOTED WITH 1X3 CONTINUOUS BETWEEN PANEL POINTS TO ACCOMMODATE ARC. PROVIDE CONTINUOUS SOFFIT VENTS, R25 INSULATION W INSULATION BAFFLES TO MAINTAIN 2' MIN. CLEARANCE FOR ROOF VENTILATION AIR FLOW P -146 2501 PIA OV? 00037 SkEET co OF !! �A W f'— U z 0 J m J Q W w U O 0 Ln Ln 0 00 0 0 0 J U Wk cn z . J 0 U aco 0 BUILDING ELEVATIONS JOB NO. 0711-ARA DATE 050207 SCALE 1 8"=1'-0" DRAWN JMR CHECKED JMR A2.1 _ SHEET OF a W1 N .+D r� [0�n Me 0 cr x w m `o SE 30 39 �28 J—._. i 40 F_34_� 1 Keyed Notes er Description ENumb 1 Night Depository, F.C.I.C., coordinate requirements with supplier 2 Cash safe, F.C.I.C. Coordinate install_aiton with supplier 3 Gas Meter, Re: Civil and Plumbing Roof drain concealed in wall, Re: Mechanical 4 5 Structural Columns, Re: Structural 6 Drrinking fountain, Re: Plumbing 7 Foundation varies at all exterior structural columns, Re: Structural 8 Painted Fire Resistant plywood telephone board to 8'41 A.F.F. 9 IT server rack, F.O.I.C. Coordinate requirements with Electrical and with supplier 10 Semi -recessed fire extinguisher cabinet 11 Copier, F.O.I.O. 12 Line of soffit above 13 Ceiling pocket to accomodate windows 14 Electrical main disconnect, Re: Electrical 15 Electrical CT metering can and meter. Re: Electrical 16 Electrical Panels, Re: Electrical 17 Lighting control panel, Re: Electrical 18 Stone sill cap, slope away from wall and flash as req'd 20 Ceiling mounted electric heater, Re: Mechanical 1 North Elevation A2.1 3/16" = 1'-0" Keyed Notes Description Roof top mechanical unit on concrete pad, Re: Mechanical and Structural Exhaust fan, Re: Mechanical Plumbing vent stack, Re: Plumbing Roof access hatch - 30" x 36" in gyp. bd. wrapped opening Roof drain, Re: Plumbing Roof overflow drain, Re: Plumbing Numb er 21 22 23 24 25 26 27 Roof cricket, slope 1/4" per foot minimum Roof gutter, slope at 114" per foot minimum towards downspout locations, install per SMACNA details Rectangular open face downspout, install per SMACNA details 28 29 30 Slate shingles. "midnight black" 31 3/4" smooth finish hardcoat stucco, color as determined by architect "medium buff' 32 Roof fascia, Re: Detail 33 Stucco wall band, smooth finish, Re: Detail, color as determined by architect"neutral buff' 34 2"D sandstone window trim 12"H x 24"W x 2"D anchored sandstone veneer Cold formed metal roof trusses to form mansard and gutter/fascia support 35 36 37 Building signage with light fixture, Re: Details Keyed Notes Description Reinforced fluted fiberglass column, V-3" diameter, height to be field verified_ and cut to fit Metal seam roof, color to be "Champaign" 3"D sandstone keystone, Re: detail Numb er 38 39 40 43 Concrete foundation w/brick ledge, foundation varies, Re: Structural 44 Structural steel beam /joist, Re: Structural EPDM roof over insulation 2" min. as req'd. to slope to drain 1/4" min. 46 47 Hatch represents depression in concrete slab, Re: Structural & detail 48 Recessed paper towel dispenser installed per manufacturer spec 49 Stucco "V" groove 50 Pneumatic tube, Re: 3/A1.4 51 Sink w/ garbage disposer, Re: me_ch 52 Install tile under location of lounge cabinet for ADA compliant sink cabinet door operation p P 53 Reinforced fluted fiberglass column 4'-8"H w/5.5" dia column V.I.F. 54 Floo_r drain, crd the install with slope to drain 55 Address plaque, T.B.D. Sink base cabinet to have integral toe kick__ Line of roof above 56 57 Top of Wall 3 A--� 118'-2" � —Top of Wall 2_ A--� 116'-2" T.O. Steel GL 1 114' - 10" T.O. Steel GL 8 114'-25/8" T.O. Steel GL 4&� 114' 2" Top of Wall 1 114' - 2' T.O. Steel GL 5&6 � 113'-66" 1 First Floor T.O. Conic AL 100' - 0" V Keyed Notes Numb er Description 58 Bullet proof window per spec F.C. I.C., coordinate requirements with security consultant 59 Knox box, provide and install per local fire department requirements, inset into brick _ 60 Reinforced fiberglass column, 9'-6" H w/10" dia column 61 5" Concrete Pad, Re F2 62 Bollards w/protective cover 63 R30 Batt insulation at locations w/out EPDM 64 Lambstongue scupper, route through brick where possible, drill on -site where req'd to route through Quoin, extend gutter 5' horizontal min. 65 Gyp. bd wrapped niche w/Wd sill And apron 66 Gyp. bd wrapped opening w/Wd sill and apron each side 68 Hatch represents sheet metal flashing _ 69 Partial height wall at teller line only, Re: A8.1 71 Painted recessed marker board, match wainscot, Re: Elevation 72 Wall mounted plasma screen F.O LC. Re: Elevations, provide blocking in wall as req'd. 73 Grommet -hole, locate in field with owner 74 Owner approved pedastal as specified by security consultant, Re: 2/A1.4, F.C.I.C. 75 6" Concrete Curb To 1 Wall 3 18'-2" V To of Wall 2 n 116'-2" 1 T.O., Steel GL 1 � 114' - 10" 1 T.O. Steel G_L 8 114' - 2 5/8" Top of Wall 1 11 4' - 2" T.O. Steel GL 4&7 T.O. Steel GL 5&6 113' - 6" 18 (TYR) 62 First or T.O. Conic AL 100' - 0" P-146 2501 ti. /'lA 070063-2 SHEET 7 of // I 143 UNION BOULEVARD SUITE 200 LAKEWOOD COLORADO 80228 303.984.9765 FAX 303.984.9947 email sholar@aholarco.com 1 '0 V ._ M 0 � U ^L LL W � /) 0 W r^ E ^� M W 0 Mcn +- U a LL F- All design, documents and data prepared shall remain the property of SHOLAR DESIGN and shall not be copied, changed, or disclosed in any form without written consent. SHOLAR DESIGN shall not be responsible for any alterations or revisions made by anyone other than employees of SHOLAR DESIGN. © 2006 - SHOLAR DESIGN PROJ. NO: 06-112 DRAWN BY: KH CHECKED BY: JW ISSUE SCHEDULE No Description Date 1 Bid/Permit 11-30-06 REVISION SCHEDULE No Description Date 1 Bulletin #1 12.21.06 3 Addendum #3 04.20.07 4 Addendum #4 07-2-07 Exterior Elevations - North & East A2ml Sheet #: of - 2" T.O. Steel GL 4&7 T.O. Steel GL 5&6 113' - 6" 18 (TYR) 62 First or T.O. Conic AL 100' - 0" P-146 2501 ti. /'lA 070063-2 SHEET 7 of // I 143 UNION BOULEVARD SUITE 200 LAKEWOOD COLORADO 80228 303.984.9765 FAX 303.984.9947 email sholar@aholarco.com 1 '0 V ._ M 0 � U ^L LL W � /) 0 W r^ E ^� M W 0 Mcn +- U a LL F- All design, documents and data prepared shall remain the property of SHOLAR DESIGN and shall not be copied, changed, or disclosed in any form without written consent. SHOLAR DESIGN shall not be responsible for any alterations or revisions made by anyone other than employees of SHOLAR DESIGN. © 2006 - SHOLAR DESIGN PROJ. NO: 06-112 DRAWN BY: KH CHECKED BY: JW ISSUE SCHEDULE No Description Date 1 Bid/Permit 11-30-06 REVISION SCHEDULE No Description Date 1 Bulletin #1 12.21.06 3 Addendum #3 04.20.07 4 Addendum #4 07-2-07 Exterior Elevations - North & East A2ml Sheet #: of ._ M 0 � U ^L LL W � /) 0 W r^ E ^� M W 0 Mcn +- U a LL F- All design, documents and data prepared shall remain the property of SHOLAR DESIGN and shall not be copied, changed, or disclosed in any form without written consent. SHOLAR DESIGN shall not be responsible for any alterations or revisions made by anyone other than employees of SHOLAR DESIGN. © 2006 - SHOLAR DESIGN PROJ. NO: 06-112 DRAWN BY: KH CHECKED BY: JW ISSUE SCHEDULE No Description Date 1 Bid/Permit 11-30-06 REVISION SCHEDULE No Description Date 1 Bulletin #1 12.21.06 3 Addendum #3 04.20.07 4 Addendum #4 07-2-07 Exterior Elevations - North & East A2ml Sheet #: of All design, documents and data prepared shall remain the property of SHOLAR DESIGN and shall not be copied, changed, or disclosed in any form without written consent. SHOLAR DESIGN shall not be responsible for any alterations or revisions made by anyone other than employees of SHOLAR DESIGN. © 2006 - SHOLAR DESIGN PROJ. NO: 06-112 DRAWN BY: KH CHECKED BY: JW ISSUE SCHEDULE No Description Date 1 Bid/Permit 11-30-06 REVISION SCHEDULE No Description Date 1 Bulletin #1 12.21.06 3 Addendum #3 04.20.07 4 Addendum #4 07-2-07 Exterior Elevations - North & East A2ml Sheet #: of 7 EE 0 0 z d lV CO may. 1 T11op of Wall_ 8'-2" Top of Wall 116' - 2" T.O. Steel G 114' - 10" T.O. Steel C v 114' - 2 5/8" yT.O. Steel- G 114' - 2" Top_ `J 114'-2" of Wall T.O. 113' Steel C - 6" First Floor T 100' - 0" 1South Elevation A3.1 A3.1 A2.2 3/16" = 1'-0" Keyed Notes Numb er Description 1 Night Depository, F.C.I.C., coordinate requirements with supplier 2 Cash safe, F.C.I.C. Coordinate installaiton with supplier 3—Gas Meter, Re: Civil and Plumbing 4—Roof drain concealed in wall, Re: Mechanical 5 Structural Columns, Re: Structural 6 Drinking fountain, Re: Plumbing 7 Foundation varies at all exterior structural columns, Re: Structural 8 Painted Fire Resistant plywood telephone board to 8'-0" A.F.F. 9 IT server rack, F.O.I.C. Coordinate requirements with Electrical and with supplier 10 Semi -recessed fire extinguisher cabinet 11 Copier, F_.O.I.O. 12 Line of soffit above 13 Ceiling pocket to accomodate windows Electrical main disconnect, Re: Electrical 14 15 Electrical CT metering can and meter, Re: Electrical EI ri I P ect ca anels, Re. Electrical 16 17 Lighting control panel, Re: Electrical 18 Stone sill cap, slope away from wall and flash as req'd 20 Ceiling mounted electric heater, Re: Mechanical Keyed Notes Numb er Description 21 Roof top mechanical unit on concrete pad, Re: Mechanical and Structural 22 Exhaust fan, Re: Mechanical 23 Plumbing vent stack, Re: Plumbing Roof access hatch - 30" x 36" in gyp. bd. wrapped opening Roof drain, Re: Plumbing 24 25 26 Roof overflow drain, Re: Plumbing 27 Roof cricket, slope 1/4" per foot minimum 28 Roof gutter, slope at 1/4" per foot minimum towards downspout locations, install per SMACNA details Rectangular open face downspout, install per SMACNA details 29 30 Slate shingles, "midnight black" 31 3/4" smooth finish hardcoat stucco, color as determined by architect "medium buff' 32 Roof fascia, Re: Detail 33 Stucco wall band, smooth finish, Re: Detail. color as determined by architect "neutral buff' 2"D sandstone window trim 34 35 12"H x 24'W x 2"D anchored sandstone veneer Cold formed metal roof trusses to form mansard and gutter/fascia support 36 37 1 Building signage with light fixture, Re: Details Keyed Notes Numb er Description 38 Reinforced fluted fiberglass column, V-3" diameter, height to be field verified and cut to fit 39 Metal seam roof, color to be "Champaign" 40 3"D sandstone keystone, Re: detail 43 Concrete foundation w/brick ledge. foundation varies, Re: Structural 44 Structural steel beam / joist, Re: Structural 46 EPDM roof over insulation 2" min. as req'd. to slope to drain 1/4" min. 47 Hatch represents depression in concrete slab, Re: Structural & detail 48 Recessed paper towel dispenser installed per manufacturer spec 49 Stucco "W groove 50 _P�c tube, Re: 3/A1.4 51 Sink w/ garbage disposer, Re: mech 52 Install tile under location of lounge cabinet for ADA compliant sink cabinet door operation 53 Reinforced fluted fiberglass column 4'-8"H w15.5" dia column V.I.F. 54 Floor drain, crd file install with slope to drain 55 dress dA plaque, T.B.D. _ 56 Sink base cabinet to have integral toe kick 57 Line of roof above Keyed Notes Numb er Description 58 —Bulletproof window per spec F.C.I.C., coordinate requirements with security consultant Knox box, provide Find install per local fire department 59 requirements, inset into brick 60 Reinforced fiberglass column, 9'-6" H w/10" dia column 5" Concrete Pad, Re: F2 61 62 Bollards_w/protective cover 63 R30 Batt insulation at locations w/out EPDM Lambstongue scupper, route through brick where possible, 64 drill on -site where req'd to route through Quoin, extend gutter 5' horizontal min. Gyp. bd wrapped niche w/Wd sill and apron 65 66 Gyp. bd wrapped opening w/Wd sill and apron each side 68 Hatch represents sheet metal flashing 69 Partial height wall at teller line only, Re: A8.1 71 Painted recessed rnarker board, match wainscot, Re: Elevation 72 Wall mounted plasma screen F.O.I.C., Re: Elevations, provide blocking in wall as req'd. to in field with owner Grommet hole, loco t o e Owner approved pzdastal as specified by security 7 3 74 consultant, Re. 2/A1.4, F.C.I.C. 6" Concrete Curb 75 /'1 A D700037 P -146 2501 .SHEET eF // 0 I 143 UNION BOULEVARD SUITE 200 LAKEWOOD COLORADO 80228 303.984.9765 FAX 303,984.9947 email sholaraholarco.com le p V W N M ._ O U. ^L W O /� W E '^ C:ca 70 W O D L e_ ._R1 .......cao�.'0.ao k All design, documents and data prepared shall remain the property of SHOLAR DESIGN and shall not be copied, changed, or disclosed in any form without written consent. SHOLAR DESIGN shall not be responsible for any alterations or revisions made by anyone other than employees of SHOLAR DESIGN. © 2006 - SHOLAR DESIGN PROJ. NO: 06-112 DRAWN BY: KH CHECKED BY: JW ISSUE SCHEDULE No Description Date 1 Bid/Permit 11-30-06 REVISION SCHEDULE No Description Date 1 Bulletin #1 12.21.06 3 Addendum 93 04.20.07 4 Addendum #4 07-2-07 Exterior Elevations - South & West A2m2 Sheet #: of Lll N 6OUTH SCALE: 1/8" = I'-0" AT I ON ¢WILDING SIGNAGE n NORTH ELEVATION H.M. DOOR - PNT. SCALE: 1/8" - I'-0" SCALE: 1/8" = 1'-0" STANDING SEAM METAL ROOFING - TYP. • BARREL VAULTS - SILVER SMOOTH FINISH HARD -COAT 2 OR 3 STUCCO FASCIA - WARM GRAY TUSESTEEL BRACKETS - PNT. 40-YEAR HIGH -PROFILE ARCHITECTURAL FIBERGLASS SHINGLES - WEATHERED WOOD THERMALLY BROKEN ALWM, STOREFRONT WINDOWS W/ DBL. INSUL. GLAZING - MILL FINISH STL. SUNSCREEN NATURAL STONE TILE OR SYNTHETIC STONE VENEER - et" WEST ELE SCALE: 1/8" = 1'-0" STANDING SEAM METAL ROOFING - TYP. • BARREL VAULTS - SILVER SMOOTH FINISH HARD -COAT 2 OR 3 STUCCO FASCIA - WARM GRAY BRACKETS - PNT. 40-YEAR HIGH -PROFILE ARCHITECTURAL FIBERGLASS SHINGLES - WEATHERED WOOD THERMALLY BROKEN ALUM. STOREFRONT WINDOWS W/ DSL. INSUL. GLAZING - MILL FINISH SUNSCREEN - PNT. NATURAL STONE TILE OR SYNTHETIC STONE VENEER - BUFF STANDING SEAM METAL ROOFING - TYP. • BARREL VAULTS - SILVER SMOOTH FINISH WARD -COAT 2 OR 3 STUCCO FASCIA - WARM GRAY P14T. 40-YEAR HIGH -PROFILE ARCHITECTURAL FIBERGLASS SHINGLES - WEATHERED WOOD T14EWALLY BROKEN ALUM. STOREFRONT WINDOWS W/ DBL. INSUL. GLAZING - MILL FINISH STL. SUNSCREEN - PNT. NATURAL STONE TILE OR SYNTHETIC STONE VENEER - BUFF GENERAL CONTRACTOR: RELLISIM© 3102 MANHATTAN A FORT COLLIINS, CO 00526 WARlONY EXECUTIVE PARK LLC 3102 MANHATTAN AVE. FORT COLLIINS, CO W526 0 N z z Ld w J Q (LLER• H)CLE gRCUITFCTS, PC. 712 WHALERS WAY BLDG B, SUITE 100 FORT COLLINS, CO 80525 (970) 223-1820 PROJECT 0115 DATE 5/10/01 DRAWN A201_ . P-I46 2501 /hAo7oon37 ShErT 9 of // C Lr CV W IQ. PLANT SCHEDULE UEuuuOUS TREES CODE BOTANICAL/COMMON CONT 0 FPC Finarmus penmylvanice'Cimmram' TM ICimmaon Ash Still 0 FPM Fretdnus pen neylvenics'MarshaM' / Marshall Ash B & B OGTI Gleditsia triscardhos Arnpedal' / Imperial honeylocust Bill ' PT Populus tremulddes / Quaking Aspen Still + QM . Ousmus Macmcerya / Bur Oak B & B � OR Quarcus robur / English Oak B & B (L+) ,/ y - y>� TCL TIM9 corrata / Llttlekmr Linden Bill O+ TCG The cordial '(iroenspire'/ Grisenepirs Litleear Linden Still EVJE./R�.G'[REEN TREES CODE BOTANICAL/COMMON CONT PE Plnus edulls / Pinal Plne B & B PFV Pious Me)A$'VandmwlB Pyrmnid' / Vande trs PymmidLimber Pim B & S /�WS. ++��r'�� 3 + C< PNA Plnus night I Austrian Pine B & B 0 Pi Pious syNeehls'Fasggieta/ Erect Scotch Pine B & B FLOWERINGTREES CODE BOTANICAUCOMMON CONT F a AO Acer Grandidentatum I BigtoeM Maple B&B 0 AGA Amelancher grandi6ora'Autumn Brilliance /'Autumn Brilliance Serviceberry B & B 0 MC Melus Centurion I Centurion Crabapple B & S OPVS Prunes virgimana'Shubert'/ Canada Red Cherry B&B Pi Pyrus cellaryars'Chanticleer' /Chanticleer Pear Still 1 I QG Quemua gambelii / Gambol Oak B & 8 SHRUBS CODE BOTANICAL/COMMON CONT QBTH Befall srunbergh -Helmand Pillar / Columnar Barberry 5 gal OBTR Barnacle munbergh'Rose, Glow' / Rosy Glow Barberry SON �* BDNP Buddeje devidii'Nanho Purple / Nenho Purple Si Bush 500 BDRR Budde)e davidii'Royal Red / Royal Red Sutter ly Bush 5 gal *� CCDK Caryoptens dandormrrsrs'Dark Knight' / Blue hill Shrub 5 gal OCB Comes be" / Galley's Red -twig Dogwood 5981 OFN Foreatiere neomexrcena / New Mexican Pmret 5 gal JSGG Jumparus scopulorum'Grey Gleam' I Gray Gleam Juniper 5 gal LKF 1-0160 re komlkowii'Horibunds' / Blue Velvet Homy iii 5 gel OPS Penes beaeeyi / Sand Cherry 5 get O RCG Rosa'Cumbart Grant'/ Cuthbert Grad Shrub rose 5gal ® ROW Ross'Golden Whrge ( Gulden Wings roe, 5 gy ORMW Ross Meldiland write' I Maditand white Shrub Rosa 5 gal RMC Rose'Momet Centim isl' / Mandan Centennial Rose IS) 5 gal BE Salk exlgue / Coyote Waow 5 gal ©+ SNSM Spiral nipponira'Snow Mound / Helward'e Silver Spires 5 gal OSPMK Syringe patula'Miss Kim' / Miss Kim Lilac 5 gal /D L VL Viburnum Lenfago / Nannynerty Vibumem 5 gal 0 VTC Vibumem trilohum'Compaelum' /Camped American Cmnheny Viburnum 5921 GROUND COVER SHRUBS CODE BOTANICAL/COMMON CONT OJHBC Jumperus horzontalis'Blue Chip'/ Blue Chip Juniper 5 gal JHY Juniperus hortzontalis'Youngstowo l Compact Youngstown Andorra Juniper 5gal JSBJ Juniperua sebirre'Buffeb' / Buffalo Juniper 5 gM +...r JSCC Junitei sebos'Cillgay Carpet TM I Calgary Carpet Jumper 5981 OPBPS Prunes besseyi'Pewnee Buttes' I Creeping Sand Cherry 5 901 SHRUB AREAS CODE BOTANICAUCOMMON CONT AM Achilles hybntl 'Moonshine' I Moonshine Yarrow alternate 2 1/4' ad 4" poloi AMS AchlflM millefdium'Summer Pastek' / Summer Pesteta Y,,i alternate 21/4" and 4" pots Q 24" oc BLC Bartenders types / Chocolate Flower anal 2 1/4' and 4' pate Q IIn W CAKF Ceemaign0i ecutltoa'Ked Foerster / Foerster's Read Grass alternate 21/4" and 4" pots Q 31 a EPP Echinseee purpuree / Purple Coneflower altentae 2 1/4" and 4" Dots Q 24" oc FGES Festuca gteuca'Elpah Blue' / Elijah Blue Fescue 4"pol 24" w aGG6 Gailla/dia grandifore'Goblm' / BlankelMower alternate 21/4" and 4" Dols Q 1W be /�,/, HSO He emcal is hybrid 'Stella tie Oro / Stella de royhlY e ODaaftemate 2144" and 4" Itch Q 2m oc i MSG Memothus sine nalle'Grildlimus' / Maiden Gress 4'poi 36" be ® PVR Panioan Virgeken 'ROWMhlbmch' / Rots"hlbusch/Red Swnch Oraes alternate 21/4" and 4' pots Q 24" oc RF Rudbeckia fulgida'Goldetunn' I Goldstum Black-eyed Susan ageli nil a 21/4" and 4- post Q 24" be SNM Selvis nerneroae'May Nigh' / May Night Sage alternate 2 114" and 4' lace Q 24' oc CAL SIZE QTY 1 2 2"Cal 11 a 5 2"Cal 5 4 1 2"Cal 14 8 6 2"Cal 8 4 4 2"Cal 17 8 9 Z"Cel 15 5 10 2"Cel 6 3 3 2"Cal 11 6 5 CAL SIZE QTY 1 2 6 8 6 2 6' 3 2 1 6' 1 1 0 e' 10 4 6 CAL SIZE QTY 1 2 1.5"Cal 13 8 5 1.5'Cal 4 2 2 15"Cal 6 0 6 1.5"Cel 9 0 9 1.5"Cal 2"Cel 4 0 4 18 12 6 OTY 1 2 25 10 15 15 1 14 16 12 4 9 0 9 34 9 25 26 14 12 37 37 0 7 3 4 12 0 12 7 2 5 16 4 12 16 7 9 21 1 20 1s 11 8 42 23 19 16 10 6 33 24 9 11 0 11 5 0 5 QTY 1 2 22 8 14 36 20 18 94 39 55 44 22 22 42 14 28 QTY 1 2 197 97 100 187 11572 46 18 28 30 5 25 299 193106 369 127 242 Set top of root ball 1-7 higher than adjacent grade. Remove container, (inducting fiber containers), baskets, wire etc, from the rootball. Break-up encircling roots with ---� sharp knife or spade. 1 1 slope on sides of planting tale, cerify sides of planting hoe. Split bottom of root bell. 2 TIMES ROOT BALL DIAMETER 4" high water saucer. 4" call mulch tmg 3 ft. in diameter Backfill with blend of existing sail and a maximum 20 % (by volume) organic matenat. Water ttaroughlywhen backflling Place root ball on undisturbed soil to prevent settlement. Pl9otmleM Not": 213 32 181 Pftlfnlig Nolen, et 5hntb plu'nb. Space plants, and Do not heady prune the shrub at place for best e8ect penfing. Prune only dead or broken branches. If form is compromised by 417 25 392 pruning, replace ahmD. 1103 8 97 SHRUBS PLANTING DETAIL A SCALE: N.T.S. 4e 46 0 455 139 316 39 39 0 Be lop of rod hag 1-2' nigher than adjacent grade. 4" deep mdcm ring plaoel a midmum of 4 R. _ in diameter. Do not place mulch in Contact with has trunk. 1:1 elope on sides of planting hole. Scarify sides. Remove all time, rope, burlap and wire from entire rod ball and trunk. Tamp soil around mot ball grrrly wills fad pressure so that mot beg does not shift. Settle sail wish water. Fill all air packets sell. 2 TIMES ROOT BALL DIAMETER ,pnq'i )o not heavily prune the tree at planting. 'Me only crossover limbs, xdomment leaders and broken trancries. Some interior twigs and steral brunches may be pruni lawgiver, do not remove the terminal ids of buds of branches that extend to no edge of the crown. PLAN VIEW - THREE STAKES — Grommeted nylon soaps —Galvanized wire or cable - Iwist wire to tighten. —8 fL steal T-poet (see schedue). AN shall be driven outside roolball in undisturbed soil. — 64f" high water saucer in non -turf areas. Beam with blend ofexlssi soil and a maximum 20 % (by volume organic material. Walar t�mughly w11en back511ing — Place root ball on undisturbed Boil to prevent settlement. ve at end of first growing season. vs: 1 " Caliper size - Min. 1 stake on of 1- 2 prevaaing wind (generely NW .1"-3"Calliper size-12 stakes - the on N.W. side, one on S.W. side. N, w size and larger - 3 stakes per am Wire or cable than be min. 12 e, Tighten wire or cable only enough to fromakppirq. Asowfmsom tmrdr ment Nylon straps 1 shall be long gh to accommodate 1-" of 2 growth Curer all branches from wine. EVERGREEN TREE PLANTING N.T.S. Mark norm side of bee In ' nursery, and rotate tree to face north at the site when ever possible. Set top of root ball 1-2" higher than adjacent grade. 4" deep mulch ring placed a minimum of 6 — R. in diameter. Do not placemulch in contact with bee trunk. 1:1 slope on sides or ---- planting note. Scarify sides. Remove all twine, rope, burlap and wire from entire root ball and trunk. Place soil around root beg firmly, do not compact or tamp. Seftle soil with wafer. Fill all air pockets. 2 TIMES ROOT BALL DIAMETER PLAN VIEW - THREE STAKES Grommeted nylon straps Galvanized wire or cable - twist wire to fighter. 6 ft. steel T-post (see schedule). All shall be driven outside roomall in undisturbed soil. 4-6" high water saucer in non -turf areas. Backfill with bland of existing aril and a maximum 20 % (by volume) organic material. Water thoroughly when backfilling Place root bell on undisturbed soil to prevent settlement. DECIDIOUS TREE PLANTING SCALE: N.T.S. Plods at Harmony LLLISIM ML Il- e:.LL r'TATr ,+ , -h'I 11n ^.T I I\' f,i`A P.T CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 303-232-1991 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. OWNER: APPLICANT: Harmony Executive Park, Harmony Executive Park, LLC LLC 3702 Manhattan Ave. 3702 Manhattan Ave. Suite 201 Suite 201 Fort Collins, CO 80526 Fort Collins, CO 80526 Ph (970) 229-5900 Ph (970) 229-5900 Fax (970) 223-5740 Fax (970) 223-5740 PLANNER: ENGINEER: Land Images, Inc. Stantec Engineering 1136 E. Stuart St. 209 W. Meldrum Suite 2040 Fort Collins, CO 80521 Fort Collins, CO 80525 Ph (970) 482-5922 (970)472-8954 Fax (970) 482-6368 (970)472-8955 Fax This is a PLANNING document only. NOT FOR CONSTRUCTION. Refer to Civil Engineers or Construction Document drawings. 0 15 30 60 90 Scale: 1" = 30' 89Xy x N yCYt '0 ADO Vy� N N cV L u m �a O to t: M U 0 aLL m ; W M �" C ,^ C, ". arc p rn E CC Q g C O Z }� m L f 'M^ V! Z M _ CIO C G � C a 0 o Z CU c a � m T7 W ar t0 O m O W C tYt�,g L Q a sit C 0 p U 0 �, -6 Sheet p� U Z C = r_ J m ti 2 of 3 SHEET si or / I P -146 2501 CORE ARCHITECTURE O N DASHED LINE INDICATES SIGNAGE LOCATION, TYP. TOWER ROOF PEAK STANDING SEAM METAL ROOF, TYP. AT BARREL ROOFS- SILVER ROOF PEAK 10 142' -0' STEEL BRACKETS, TYP, 40 YR HIGH PROFILE COMPOSITE SHINGLE - WEATHERED WOOD SMOOTH FINISH HARDCOAT STUCCO SYSTEM - CHAMPAGNE / MEZZANINE LEVEL 126'-4' TRUSS BEARING w UPPER LEVEL 1252 STEEL BRACKETS, TYP. UPPER LEVEL FIN. FLOOR STEEL RAILING, TYP. STEEL BRACKETS, TYP. THERMALLY BROKEN ALUM. STOREFRONT LU/ GLAZING SYSTEM, TYP.- MILL FINISH MAIN LEVEL FIN. FLOOR v I00, _ 01 NATURAL STONE TILE OR SYNTHETIC STONE VENEER- BUFF- ' East Elevation A2 AM METAL T BARREL =R <ETS, PROFILE COMPOSITE 4THERED WOOD ,H HARDCOAT 'EM- CHAMPAGNE vG w KETS, TYP. :R 4G, TYP. KETS, TYP. S 3ROKEN ALUM. W/ GLAZING - MILL FINISH :IN. FLOOR riA I UtCAL o i ONE TILE OR SYNTHETIC STONE VENEER- BUFF South Elevation 7M Mott *m offim 0"2105.118t t" 101 -N: 670AM.40: o,t colt-, CO fax: 270.372A71: NOT FOR CONSTRUCTION - FOR APPROVAL ONLY 00 O Z C) -- U 0 C W O � U O � E o= 00 LO N Owner. Harmony Executive Park, LLC 3702 Manhattan Avenue Suite 201 Fort Collins, CO 80526 970.229.5900 General Contractor/ Developer. ELLISIMO f qp IJFNII RNL ESTATE OEv[L\lM1ENT tl IM'EETMFYf 3702 Manhattan Avenue Suite 201 Fort Collins, CO 80526 Consultants: Structural Engineer TWHartmann Inc Loveland, CO PROJ. NO. PADS.01 DRAWN: jah CHECKED: DATE: 05.11.07 ISSUES: CORE Arohkec*n,LLC J EXTERIOR ELEVATIONS A2m - ` P-146 2501 NiAo�000s� saEe-T to .F // 0 Ln N DASHED LINE — INDICATES SIGNAGE LOCATION, TYP, STEEL BRACKETS, EmIc�r_ . .__�I�IIII■�■I�_�_�11���� ��11._�_�II■■■�I■I��.11 ■ ■ 1�1■I, ■ ■ ■ ■ill■ •— —. �1 iil lii■■ :,__'�■_I I 1■■ii! lii■■1 NOW 1i�. .ii� �i� .itl•� ■iil..liii■■ ■■■iil..lii■■■ ��� Illllllllllllllllllllllllllllllllllllllllliii -- rK Mrs ,.,,illlll . :.- I .� Imo■ !MIS iir I��.tl.- N�.'I W- Hi��.�.�I� STEEL BRACKETS, TYP. — THERMALLY BROKEN ALUM. STOREFRONT 11J/ GLAZING SYSTEM, TYP.- MILL FINISH MAIN LEVEL o ,,FIN FLOOR — NATURAL STONE TILE OR SYNTHETIC STONE VENEER- BUFF 2 West Elevation A2.2 STANDING SEAM METAL T BARREL ER aNDREL <ETS, PROFILE COMPOSITE 4THERED WOOD IH HARDCOAT .EM- EVEL NG • <ETS, TYP. °R 6, TYP. <ETS, TYP. -s BROKEN ALUM. W/ GLAZING - MILL FINISH :IN. FLOOR _, . ENE TILE _ OR SYNTHETIC STONE VENEER- BUFF North Elevation A2.2 1811_,l,-0,1 CORE ARCHITECTURE 3702 M*nh~ Aw oleos: 9702ee.1199 Sins 101 0* 970.12DA652 Fat Coffins, CO fax; 970.372A713 9052e I-hossk®rnan.00m NOT FOR CONSTRUCTION - FOR APPROVAL ONLY a O J J O L. Z L 5 > •- U O -� V w x W • — 0 C U O 0 E u. O ca 00 ..L� LO N Owner. Harmony Executive Park, LLC 3702 Manhattan Avenue Suite 201 Fort Collins, CO 80526 970.229.5900 General Contractor/ Developer. Will- 11 ELLISIMU 1 NI) iJ I VI> II I AI.I a IAI I I )I VI I,)1'AV N I K IMYI S IMIh I 3702 Manhattan Avenue Suite 201 Fort Collins, CO 80526 Consultants: Structural Engineer TWHartmann Inc Loveland, CO PROJ. NO. PADS.01 DRAWN: jah CHECKED: DATE: 05.11.07 ISSUES: CORE ArchReotune,LLC I EXTERIOR ELEVATIONS A2021 P-146 2501 MA 0000037 SHEET // of // 0 N TREE PROTECTION NOTES 1. Within the drip line of any protected existing tree, there shall be no cut or fill over a four -inch depth unless a qualified arborist or forester has evaluated and approved the disturbance. 2. All protected existing trees shall be pruned to the City of Fort Collins forestry standards. 3. Prior to and during construction, barriers shall be erected around all protected existing trees with such barriers to be of orange fencing a minimum of four (4) feet in height, secured with metal t-posts, no closer than six (6) feet from the trunk or one-half ('/z) of the drip line, whichever is greater. There shall be no storage or movement of equipment, material, debris or fill within the fenced tree protection zone. 4. During the construction stage of development, the owner shall prevent the cleaning of equipment or material or the storage and disposal of waste material such as paints, oils, solvents, asphalt, concrete, motor oil or any other material harmful to the life of a tree within the drip line of any protected tree or group of trees. 5. No damaging attachment, wires, signs or permits may be fastened to any protected tree. 6. Large property areas containing protected trees and separated from construction or land clearing areas, road rights -of -way and utility easements may be "ribboned oft," rather than erecting protective fencing around each tree as required. This may be accomplished by placing metal t-post stakes a maximum of twenty-five (25) feet apart and tying ribbon or rope from stake -to -stake along the outside perimeters of such areas being cleared. 7. Heavy equipment should not be allowed to compact over the soil over the root zone of existing trees. 8. Avoid cutting surface roots wherever possible. Sidewalks and paving levels should be contoured sufficiently to avoid such. 9. 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. 10. The installation of utilities, irrigation lines or any underground fixture requiring excavation deeper than six (6) inches shall be accomplished by boring under the root system of protected existing trees at a minimum depth of twenty-four (24) inches. The auger distance is established from the face of the tree (outer bark) and is scaled from tree diameter at breast height as described in the chart below. Tree diameter at breast height (inches)auger distance from face of tree (feet) Tree Diameter at breast height (inches) Auger distance from face of tree (feet) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 15 GENERAL NOTES: 1. Identification tags on all plant material to be on 10% of total quantity of each species showing genus, species and variety, etc. provide matching sizes and forms of like shrub species as shown on drawings. 2. Owners representative is to approve all plant material prior to installation with prior notice of 48 hours. 3. The developer shall contact the city to inspect all street tree planting at completion. All trees need to have been installed as shown on the landscape plan. Approval of street tree planting is required before final approval. Failure to obtain approval by the City for street tree planting shall result in a hold on certificate of occupancy. 4. All shrub beds to receive river rock 3" depth typical unless noted. Contractor to receive verification of this from the supplier and present verification to the owner prior to any construction. 5. Substitutions of plant material to be approved by owners representative prior to planting. 6. All shrub beds to be irrigated with automatic drip irrigation system. All turf areas to be automatically irrigated. 7. Tree utility separations shall not be used as a means of avoiding required street trees. 8. Developer shall ensure that the landscape plan is coordinated with the plans done by other consultants so the proposed grading, storm drainage or other construction does not conflict, nor preclude installation and maintenance of landscape elements on this plan. 9. Prior to installation of plant materials and sod, areas that have been compacted shall be thoroughly loosened. organic amendments such as compost, peat, or other manure shall be thoroughly incorporated at a rate of at least 4 cubic yards per 1000 sf. All parking lot islands shall be loosened and amended to a depth of 24". 10. To the maximum extent feasible, topsoil that is removed during construction activity shall be conserved for later use on areas requiring revegetation and landscaping. 11. Turf grass will be a seeded or sodded drought tolerant turf type tall fescue. Detention areas to receive detention seed mix. 12. A free permit must be obtained from the City Forester before trees are planted on City right-of-way. 13. Landscaping shall be installed or secured with a letter of credit, escrow, or performance bond for 125% of the value of the landscaping and installation prior to the issuance of a Certificate of Occupancy. 14. Separation distances from utilities shall be as follows: Eft between trees and water and sewer lines; 4 feet between trees and gas lines. 15. Wood mulch to be placed in shrubs beds located in setback. Cobble mulch to be used in all other beds, including parking lot areas. Final design of landscape and sculpture in traffic circle to be approved by the City of Fort Collins Engineering Department prior to installation. Water usage breakdown (Total prolecty High water use: 0% Moderate Water use: 89,074 s.f = 66.9% (Turf type tall fescue) Low water usage: 44,045 s.f = 33.1 % (Shrub beds) Total: 133,119 s.f. = 100% Pads at Harmony jj�ELLISIMON(-- 7� CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 303-232-1991 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. OWNER: APPLICANT: Harmony Executive Park, Harmony Executive Park, LLC LLC 3702 Manhattan Ave. 3702 Manhattan Ave. Suite 201 Suite 201 Fort Collins, CO 80526 Fort Collins, CO 80526 Ph (970) 229-5900 Ph (970) 229-590C Fax (970) 223-5740 Fax (970) 223-5740 PLANNER: ENGINEER: Land Images, Inc. Stantec Engineering 1136 E. Stuart St 209 W. Meldrum Suite 2040 Fort Collins, CO 80521 Fort Collins, CO 80525 Ph (970) 482-5922 (970)472-8954 Fax (970) 482-6368 (970) 472-8955 Fax This is a PLANNING document only. NOT FOR CONSTRUCTION. Refer to Civil Engineers or Construction Document drawings. 0 15 30 60 9 Scale: 1" = 30' O :� 0 no ,r O £ O 5,0 LL m w � m 0 an co cvC E L va CIO m io - T C y O N }+ m ICU Cn F— �10 Z ICU °0 0 C o _0a Z N c m W ELr° o in$ o C Y Q C O O U @ O ca 0 o Sheet CD Z C a j C0 LL 3 of 3 P -146 2501 /9/I07 00037 Shiver 3 �, of STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min 20'OFF EAST + 0.0 fc 0.1 fc 0.0 fc N / A N / A 20'OFF NORTH + 0.0 fc 0.1 fc 0.0 fc N/A N/A 20'OFF WEST + 0.0 tc 0.1 f0 0.0 fc N/A N/A BLDG FRONT EAST WALK + 0.3 fc 0.5 fc 0.1 tc 5.0:1 3.0:1 BLDG FRONT WEST WALK WALK + 0.2 fc 0.5 to 0.1 fc 5.0:1 2.0:1 PARKING - EAST + 1.5 fc 5.010 0.3 to 16.7:1 5.0:1 PARKING - WEST + 1.3 fc 4.4 to 0.3 fc 14.7:1 4.3:1 PROPERTY LINE - NORTH + 0.2 fc 0.6 fc 0.0 fc N / A N / A PROPERTY LINE - SOUTH + 0.0 f0 0.0 tc 0.0 to N / A N / A PROPERTY LINE - WEST + 0.3 fc 1.41c 0.0 fc N / A N / A PROPERTY LINE -EAST + 0.3 fc 1.1 tc 0.0 fc N / A N / A V-EAST_A + 0.1 fo 0.3 fc 0.0 fc N / A N / A V-EAST_B + 0.0 tc 0.2 fc 0.0 fc N / A N / A V-WEST + 0.0 fc 0.2 fc 0.0 to N!A N/A 15.0 'bo 29 Do 90.0 2.1 b.1 t.o t.0 00.0 2.0 t.o 2.1 t.1 t.0 to t.o t.o 00.0 t.0 2.0 t.o t.6 to t.o to LUMINAIRE SCHEDULE Symbol Label City Catalog Number Description Lamp File Lumens L.LF Watts ■ AA 2 LITHONIA AS1 ARCHITECTURAL ARM- ONE 175-WATT CLEAR 775M SR3 HS; 20' MOUNTED CUTOFF ED-17 METAL HALIDE, LTL12319.IES 12800 1.00 208 fi SSS POLE ON 30" LUMINAIRE WITH SR3 HORIZONTAL POSITION. BASE REFLECTOR,BLACK INTERNAL HOUSE SIDE SHIELD. BB 3 LITHOINIA DUAL ARCHITECTURAL ARM- ONE 175-WATT CLEAR AS1 175M SR2 MOUNTED CUTOFF ED-17 METAL HALIDE, I 1 12800 1.00 426 (north) & 175M LUMINAIRE WITH SR2 & HORIZONTAL POSITION. SR3 (south); 25' SR3 REFLECTORS. SSS POLE ON 30" BASE CC 7 LITHONIA DUAL ARCHITECTURAL ARM- ONE 175-WATT CLEAR AS1 175M SR3; 25' MOUNTED CUTOFF ED-17 METAL HALIDE, U110087.ies 12800 1.00 426 SSS POLE ON 30" LUMINAIRE WITH SR3 HORIZONTAL POSITION. BASE REFLECTOR. VERTICAL AT 20' NORTH OF PROPERTY LINE Scales 1" ­30' LAIN( AIRE LOCATIONS Label`, MH Till AA 23.0 0.0 BB 27.0 0.0 CC 27.0 0.0 Y I POLE LUMINAIRES: A A - 2 3 / A. FULL CUT-OFF LUMINAIRE B B - 2 7 / B. POLE HEIGHT SHOWN TO BE FROM GRADE TO THE LENS C C - 2 7 / C. POLE BASES TO BE ENGINEERING AND DESIGNED BY OTHERS. 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I o n 0 1 `1 I I I b.o LIGHTING AND PHOTOMETRIC PLAN NOTES: BUILDING MOUNTED, PATHWAYAND PLAZA LIGHTING TO BE PROVIDED TO BLEND WITH ARCHITECTURAL FEATURES OF THE BUILDING AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 1) NO LIGHT LEVELS AT GRADE SHALL EXCEED 10 FOOT CANDLES EXCEPT FOR DRIVE -UP SERVICE AREAS WHERE LIGHT LEVELS SHALL NOT EXCEED 20 FOOT CANDLES. 2) LUMINAIRES SHALL BE CUT-OFF WITH LIGHT DIRECTED DOWNWARD, THE EXCEPTION SHALL BE DECORATIVE LUMINAIRES WITH LOW LUMEN OUTPUT ABOVE THE HORIZONTAL PLANE. 3) ALL STANDARDS SET FORTH BY THE CITYOF FORT COLLINS FOR EXTERIOR LIGHTING SHALL BE MET AND SUBMITTED AS REQUIRED BY THE CITY OF FORT COLLINS. IF ALTERNATE LUMINAIRES ARE PROVIDED AT THE TIME OF CONSTRUCTION, THEY SHALL MEET THE LIGHT LEVEL AND PERFORMACE CONDITIONS SET FORTH IN THIS DOCUMENT. C NORTH WEST EAST SOUTH 30 15 0 15 30 60 This is a Land Use Planning Document. Not to be used for construction. Final details are to be coordinated in cooperation between the architect, lighting designer and building electrical engineer. O O O O W U O z o � a a o Q F z a ° x 0 0= Q U) 0Co Z i-oz ~¢zap 0 Q i 11 � �c3o0 �/ i wO jQ Z J o 0 1w O TO QUc 0TWw a z ^^ 0� J n Z Z Q QZ Q U =U¢ Z a Z o F- - O W m- F- J C Z s o �<0z N LL CMi u0U) Lij 0� J J (J) a- a, oL)g5 I_CCnFr ZW� O00I=- LL d Z O_ M W Q 0 w0G cc¢=f O>-in 0 w W m ==O� UW0O W(5wco >zzm RzCC0 UOQF 0O::)a 0200CL Current Issue Date Project No. APR. 26, 2007 7715 Sheet No: LP 1 o� m o� o O 0 N 8 ip N N - J m o � w oa P -146 2501 /44 0700037 swrefii ' 11 of /l r-_1 O V r_,W 00.0 Jr 4t e.o OFA L/THON/A L/GHT/NG' FEATURES & SPECIFICATIONS INTENDED USE - Streets, walkways, parking lots and surrounding areas. CONSTRUCTION - Rugged, die-cast, single-plece aluminum housing with norninal wall thickness of 1/8". Die-cast door frame has impact -resistant, ternPered, glass lens (3116" thickl. Door frame is fully gasketed with one- piece tubular silicone and has tool -less entry and resealing US. Patent No. D447,590. Canada Patent No. 94324. FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available. OPTICAL SYSTEM - Anodized segmented reflectors for superior uniformity and control. Reflectors attach with tool -lass fasteners and are rotatable and interchangeable. Four full cutoff distributions available: Type II (roadway), Type III (asymmetric), Type IV (forward throw) and Type V (symmetric square). ELECTRICAL SYSTEM - 15OW and below utilizes a high reactance, high power factor ballast. 175W utilizes a constant -wattage autotransformer bal- last. Ballasts are mounted on a removable power tray with tool -less latch and have positive locking disconnect plugs. Ballasts are capper -wound and 100% factory -tested. Optional Super CWA Pulse Start ballast (available with 15OW only). Porcelain, medium -base socket with copper alloy, nickel -plated screw shell and center contact. UL listed. INSTALLATION - Integral arm for pole or will mounting. Optional mountings available. LISTING - UL Listed (standard) UL listed suitable for wet locations (darnp location listed in lens -Up orientaticn). V17H I IUAL A 120' NOR I H UI- PHUPERTY LINE 8ca'e 1"=30' e.,. e. • e.» t. • t,. e.,. t.,• e.,• e.,• t.1• e.19 t.1• b.1• e 1• ! t.1 Catalog NUrMer AS 1-175M-SRX-XXXSPA-LP I -(COLOR) Naies Tyl7e X - SEE SCHEDULE FOR DETAILS; XXX - VOLTAGE ALL Architectural Area & Roadway Luminaires AS1 METAL HALIDE 5OW, 70W, 100W.. 150W, 175W AK 1 JTM 10' to 20' Mountincg Specifications EPA:0.7 ft' T1 length: 21.5 (54,5 cm) H Width: 12.5 (31.7 cm) r Depth: 6.3 (15,8 cm) - Weight: 22 Ibs (10 kg) I----- L All dirernsions are inches {centimeters} unless otherwise specifie.cl. •e.0 •t) •t1 •t.1 •e.o •e.o •e.0 -to •e.0 •bo .e.o •e.0 •e.o •e.o •e.o •e.0 •L.0 •e.o •e.0 •L.0 It., •L.0 •L.0 to •e.o •e.0 •e.o t. 3 t ....__. 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'.1 1 .2 1. 9 9 0 0 1. 2 iti.2 It.9 I t8 I QB L.8 t. 7 1.2 / 1, 1 90 7 Jt8 -0.8 1.1 1.1 1. 0, : 1 ly� t. D. s s s ' D '�. II( {I0- .7 .6 6 .7 0.7 0.a .1 I I 1 *' 5 r 5 �.5 D.5 D, 6 6 I t ! 1.0; 1.1; D.r t$� D.fi D.5I t.6 I' t5 0. D6: iD4 Ib5 D -tit .7 t. t5 t5 0.2 b.3 b.2 b.3 t.3 b.3 0.3 b.2 t.3 t i t.3 t.3 ...... . • :: --_. - ..." .. ....-_ - ........., 06 .4 ... _._.-..�_-.._..........� --.. 1- ii4 t 0 b D _.- b.3 t.3 0.3 b.3y t•° b.3 b.3 t.3 t.3 2 b.3 t� 3 0,3 ... 2 D.2 ..__D.3 t.3 *012 0.2__. D.3 D.3 0. �.. b.2 0�3.. .._D24...b.2 D.3 s._0.36 D.25 .••O p..._t3. b.23T� 3LD.4' Dt. ...�t. ;t L .......-- t.4 is I --Two. 2 4 4. 5 .7 .8 �1.9 .5 .6 '17 5 ' 149,5 },5 1.6 ' 1.8 2 2.3 2.3' •3.0 2. 4. t2 .0 2.4 ,. Y... ..5 .4 0 2 n 2.7 11.9 r9.5 i II II i LIGHTING AND PHOTOMETRIC PLAN 1 1 e.0 115.0 e.0 e., t, e.D t.0 t.D t.0 00.0 00.1 e.1 e.o t.0 to 10.0 e.o to to e.o e.o to t.o NORTH WEST EAST SOUTH 30 15 0 15 30 60 This is a Land Use Planning Document. Not to be used for construction. Final details are to be coordinated in cooperation between the architect, lighting designer and building electrical engineer. FF I Z Q a O � F4 C) Q U O � z o � a a � o � Q � z � O H a 0 G 0 (nW10 Z 0 �Owz ¢aL UZV2 N O U ES0 W Q > z0�z Z +�+ ���¢ O o J a�aw Q Z dow V cc Zz0U¢ QZ =OCY N ~w 'U Zz O �. < U �UU 5_t W rL G C a Z Z o 0 �^, �oow J ,a %a°z J a 0050 ~MDE Z W J LLJ Q O Z ~O H Ow�O W ok �¢=i 0>F an ,nor ::) CW7NwGO 2moo C0 U WOO UMLAJJ L = W S W (5 W ,n 2zZ() 5z<0 � ola 0200 Current Issue Date Project No. APR. 11, 2007 0715 Sheet No: LP2 o� o� o r- J oa 0'� coo 3'i SHEET S P -146 2501 L C I 71 I E A S T I*H A R M O N Ym 1 /811= 11-011 I /Q11_ 11-011 LOUDER 2ND LEVEL PLATE HT. FOR CANTILEVER 4.F R O N T - 2.W E S T I /811= 11_011 1 /811= 11_011 WALL SYSTEM NOTES W1 - CONCRETE STEM WALL PER STRUCTURAL FOUNDATION PLANS W/ 2" RIGID INSULATION INSTALLED BELOW EXT. FLATWORK VERTICALLY 2'-6" MIN. WITH 1/2" EXPANSION JOINT MATERIAL BETWEEN BOTH INTERIOR AND EXTERIOR FLATWORK. W2 - STONE TILE WALL SYSTEM WITH STONE TILE LINTELS AND SILLS AS INDICATED. STONE WALL TILE ON MASONRY MESH INSTALLED WITH MASONRY MORTAR, INCLUDE GALVANIZED STEEL FASTENING SYSTEM PER MANUFACTURERS SPECIFICATIONS ON 5/16" CEMENTITOUS BOARD ON GRACE ICE AND WATER SHIELD ON 1/2" APA PLYWOOD SHEATHING ON 2X6 WOOD STUDS BATTERED AS INDICATED. W3 - STONE TILE WALL SYSTEM WITH STONE TILE LINTELS AND SILLS AS INDICATED. STONE WALL TILE ON MASONRY MESH INSTALLED WITH MASONRY MORTAR, INCLUDE GALVANIZED STEEL FASTENING SYSTEM PER MANUFACTURERS SPECIFICATIONS ON 5/16" CEMENTITOUS BOARD ON BUILDING PAPER WRAP ON 1/2" APA PLYWOOD SHEATHING ON 2X6 WOOD STUDS ® 16" O.C. WITH R19 FACED BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE "X" GYPSUM BOARD, INTERIOR FINISH AND PAINT. W4 - SYNTHETIC STUCCO WALL SYSTEM WITH WATER MANAGEMENT SYSTEM. INCLUDE CONTROL JOINTS AND ACCENT COLORS AS INDICATED. SYNTHETIC STUCCO WITH ACRYLIC FINISH COAT ON 1" RIGID INSULATION MECHANICALLY FASTENED ON BUILDING PAPER WRAP ON 1/2" APA PLYWOOD SHEATHING ON 2X6 WALL FRAMING WITH R19 FACED BATT INSULATION WITH 5/8" TYPED 'X GYPSUM BOARD, INTERIOR FINISH AND PAINT. ROOF SYSTEMS R1 - 30 YEAR ASPHALT OR FIBERGLASS HIGH PROFILE LAMINATED ARCHITECTURAL SHINGLES ON 30 DEGREE ROOFING FELT LAPPER 19" MIN. ON 5/8" PLYWOOD ROOF SHEATHING ON PRE-ENGINEERED WOOD ROOF TRUSSES WITH R-30 INSULATION. PROVIDE GRACE ICE AND WATER SHIELD AT ALL VALLEYS 3:12 OR LOWER PITCHED ROOFS, WHERE INDICATED ON THE DRAWINGS. PROVIDE R30 FACED BATT INSULATION. PROVIDE CONT. INSUL. BAFFLES (2'MIN. CLEARANCE) FOR VENTILATION WHERE VAULTED SPACES OCCUR. R2 - STANDING SEAM MECHANICALLY SEAMED METAL ROOF SYSTEM ON FULLY ADHERED EPDM MEMBRANE ROOFING AT BARREL FORM WHERE SLOPE IS LESS THAN 2:12 ON GRACE ICE AND WATERSHIELD WHERE SLOPE EXCEED 2:12 ON }" PLYWOOD DECK ON PREENGINEERED BARREL FORM WOOD TRUSSES ® 24" O.C. OR AS NOTED WITH 1X3 CONTINUOUS BETWEEN PANEL POINTS TO ACCOMMODATE ARC. PROVIDE CONTINUOUS SOFFIT VENTS, R25 INSULATION W INSULATION BAFFLES TO MAINTAIN 2' MIN. CLEARANCE FOR ROOF VENTILATION AIR FLOW P -146 2501 PIA OV? 00037 SkEET co OF !! �A W f'— U z 0 J m J Q W w U O 0 Ln Ln 0 00 0 0 0 J U Wk cn z . J 0 U aco 0 BUILDING ELEVATIONS JOB NO. 0711-ARA DATE 050207 SCALE 1 8"=1'-0" DRAWN JMR CHECKED JMR A2.1 _ SHEET OF a W1 N .+D r� [0�n Me 0 cr x w m `o SE 30 39 �28 J—._. i 40 F_34_� 1 Keyed Notes er Description ENumb 1 Night Depository, F.C.I.C., coordinate requirements with supplier 2 Cash safe, F.C.I.C. Coordinate install_aiton with supplier 3 Gas Meter, Re: Civil and Plumbing Roof drain concealed in wall, Re: Mechanical 4 5 Structural Columns, Re: Structural 6 Drrinking fountain, Re: Plumbing 7 Foundation varies at all exterior structural columns, Re: Structural 8 Painted Fire Resistant plywood telephone board to 8'41 A.F.F. 9 IT server rack, F.O.I.C. Coordinate requirements with Electrical and with supplier 10 Semi -recessed fire extinguisher cabinet 11 Copier, F.O.I.O. 12 Line of soffit above 13 Ceiling pocket to accomodate windows 14 Electrical main disconnect, Re: Electrical 15 Electrical CT metering can and meter. Re: Electrical 16 Electrical Panels, Re: Electrical 17 Lighting control panel, Re: Electrical 18 Stone sill cap, slope away from wall and flash as req'd 20 Ceiling mounted electric heater, Re: Mechanical 1 North Elevation A2.1 3/16" = 1'-0" Keyed Notes Description Roof top mechanical unit on concrete pad, Re: Mechanical and Structural Exhaust fan, Re: Mechanical Plumbing vent stack, Re: Plumbing Roof access hatch - 30" x 36" in gyp. bd. wrapped opening Roof drain, Re: Plumbing Roof overflow drain, Re: Plumbing Numb er 21 22 23 24 25 26 27 Roof cricket, slope 1/4" per foot minimum Roof gutter, slope at 114" per foot minimum towards downspout locations, install per SMACNA details Rectangular open face downspout, install per SMACNA details 28 29 30 Slate shingles. "midnight black" 31 3/4" smooth finish hardcoat stucco, color as determined by architect "medium buff' 32 Roof fascia, Re: Detail 33 Stucco wall band, smooth finish, Re: Detail, color as determined by architect"neutral buff' 34 2"D sandstone window trim 12"H x 24"W x 2"D anchored sandstone veneer Cold formed metal roof trusses to form mansard and gutter/fascia support 35 36 37 Building signage with light fixture, Re: Details Keyed Notes Description Reinforced fluted fiberglass column, V-3" diameter, height to be field verified_ and cut to fit Metal seam roof, color to be "Champaign" 3"D sandstone keystone, Re: detail Numb er 38 39 40 43 Concrete foundation w/brick ledge, foundation varies, Re: Structural 44 Structural steel beam /joist, Re: Structural EPDM roof over insulation 2" min. as req'd. to slope to drain 1/4" min. 46 47 Hatch represents depression in concrete slab, Re: Structural & detail 48 Recessed paper towel dispenser installed per manufacturer spec 49 Stucco "V" groove 50 Pneumatic tube, Re: 3/A1.4 51 Sink w/ garbage disposer, Re: me_ch 52 Install tile under location of lounge cabinet for ADA compliant sink cabinet door operation p P 53 Reinforced fluted fiberglass column 4'-8"H w/5.5" dia column V.I.F. 54 Floo_r drain, crd the install with slope to drain 55 Address plaque, T.B.D. Sink base cabinet to have integral toe kick__ Line of roof above 56 57 Top of Wall 3 A--� 118'-2" � —Top of Wall 2_ A--� 116'-2" T.O. Steel GL 1 114' - 10" T.O. Steel GL 8 114'-25/8" T.O. Steel GL 4&� 114' 2" Top of Wall 1 114' - 2' T.O. Steel GL 5&6 � 113'-66" 1 First Floor T.O. Conic AL 100' - 0" V Keyed Notes Numb er Description 58 Bullet proof window per spec F.C. I.C., coordinate requirements with security consultant 59 Knox box, provide and install per local fire department requirements, inset into brick _ 60 Reinforced fiberglass column, 9'-6" H w/10" dia column 61 5" Concrete Pad, Re F2 62 Bollards w/protective cover 63 R30 Batt insulation at locations w/out EPDM 64 Lambstongue scupper, route through brick where possible, drill on -site where req'd to route through Quoin, extend gutter 5' horizontal min. 65 Gyp. bd wrapped niche w/Wd sill And apron 66 Gyp. bd wrapped opening w/Wd sill and apron each side 68 Hatch represents sheet metal flashing _ 69 Partial height wall at teller line only, Re: A8.1 71 Painted recessed marker board, match wainscot, Re: Elevation 72 Wall mounted plasma screen F.O LC. Re: Elevations, provide blocking in wall as req'd. 73 Grommet -hole, locate in field with owner 74 Owner approved pedastal as specified by security consultant, Re: 2/A1.4, F.C.I.C. 75 6" Concrete Curb To 1 Wall 3 18'-2" V To of Wall 2 n 116'-2" 1 T.O., Steel GL 1 � 114' - 10" 1 T.O. Steel G_L 8 114' - 2 5/8" Top of Wall 1 11 4' - 2" T.O. Steel GL 4&7 T.O. Steel GL 5&6 113' - 6" 18 (TYR) 62 First or T.O. Conic AL 100' - 0" P-146 2501 ti. /'lA 070063-2 SHEET 7 of // I 143 UNION BOULEVARD SUITE 200 LAKEWOOD COLORADO 80228 303.984.9765 FAX 303.984.9947 email sholar@aholarco.com 1 '0 V ._ M 0 � U ^L LL W � /) 0 W r^ E ^� M W 0 Mcn +- U a LL F- All design, documents and data prepared shall remain the property of SHOLAR DESIGN and shall not be copied, changed, or disclosed in any form without written consent. SHOLAR DESIGN shall not be responsible for any alterations or revisions made by anyone other than employees of SHOLAR DESIGN. © 2006 - SHOLAR DESIGN PROJ. NO: 06-112 DRAWN BY: KH CHECKED BY: JW ISSUE SCHEDULE No Description Date 1 Bid/Permit 11-30-06 REVISION SCHEDULE No Description Date 1 Bulletin #1 12.21.06 3 Addendum #3 04.20.07 4 Addendum #4 07-2-07 Exterior Elevations - North & East A2ml Sheet #: of - 2" T.O. Steel GL 4&7 T.O. Steel GL 5&6 113' - 6" 18 (TYR) 62 First or T.O. Conic AL 100' - 0" P-146 2501 ti. /'lA 070063-2 SHEET 7 of // I 143 UNION BOULEVARD SUITE 200 LAKEWOOD COLORADO 80228 303.984.9765 FAX 303.984.9947 email sholar@aholarco.com 1 '0 V ._ M 0 � U ^L LL W � /) 0 W r^ E ^� M W 0 Mcn +- U a LL F- All design, documents and data prepared shall remain the property of SHOLAR DESIGN and shall not be copied, changed, or disclosed in any form without written consent. SHOLAR DESIGN shall not be responsible for any alterations or revisions made by anyone other than employees of SHOLAR DESIGN. © 2006 - SHOLAR DESIGN PROJ. NO: 06-112 DRAWN BY: KH CHECKED BY: JW ISSUE SCHEDULE No Description Date 1 Bid/Permit 11-30-06 REVISION SCHEDULE No Description Date 1 Bulletin #1 12.21.06 3 Addendum #3 04.20.07 4 Addendum #4 07-2-07 Exterior Elevations - North & East A2ml Sheet #: of ._ M 0 � U ^L LL W � /) 0 W r^ E ^� M W 0 Mcn +- U a LL F- All design, documents and data prepared shall remain the property of SHOLAR DESIGN and shall not be copied, changed, or disclosed in any form without written consent. SHOLAR DESIGN shall not be responsible for any alterations or revisions made by anyone other than employees of SHOLAR DESIGN. © 2006 - SHOLAR DESIGN PROJ. NO: 06-112 DRAWN BY: KH CHECKED BY: JW ISSUE SCHEDULE No Description Date 1 Bid/Permit 11-30-06 REVISION SCHEDULE No Description Date 1 Bulletin #1 12.21.06 3 Addendum #3 04.20.07 4 Addendum #4 07-2-07 Exterior Elevations - North & East A2ml Sheet #: of All design, documents and data prepared shall remain the property of SHOLAR DESIGN and shall not be copied, changed, or disclosed in any form without written consent. SHOLAR DESIGN shall not be responsible for any alterations or revisions made by anyone other than employees of SHOLAR DESIGN. © 2006 - SHOLAR DESIGN PROJ. NO: 06-112 DRAWN BY: KH CHECKED BY: JW ISSUE SCHEDULE No Description Date 1 Bid/Permit 11-30-06 REVISION SCHEDULE No Description Date 1 Bulletin #1 12.21.06 3 Addendum #3 04.20.07 4 Addendum #4 07-2-07 Exterior Elevations - North & East A2ml Sheet #: of 7 EE 0 0 z d lV CO may. 1 T11op of Wall_ 8'-2" Top of Wall 116' - 2" T.O. Steel G 114' - 10" T.O. Steel C v 114' - 2 5/8" yT.O. Steel- G 114' - 2" Top_ `J 114'-2" of Wall T.O. 113' Steel C - 6" First Floor T 100' - 0" 1South Elevation A3.1 A3.1 A2.2 3/16" = 1'-0" Keyed Notes Numb er Description 1 Night Depository, F.C.I.C., coordinate requirements with supplier 2 Cash safe, F.C.I.C. Coordinate installaiton with supplier 3—Gas Meter, Re: Civil and Plumbing 4—Roof drain concealed in wall, Re: Mechanical 5 Structural Columns, Re: Structural 6 Drinking fountain, Re: Plumbing 7 Foundation varies at all exterior structural columns, Re: Structural 8 Painted Fire Resistant plywood telephone board to 8'-0" A.F.F. 9 IT server rack, F.O.I.C. Coordinate requirements with Electrical and with supplier 10 Semi -recessed fire extinguisher cabinet 11 Copier, F_.O.I.O. 12 Line of soffit above 13 Ceiling pocket to accomodate windows Electrical main disconnect, Re: Electrical 14 15 Electrical CT metering can and meter, Re: Electrical EI ri I P ect ca anels, Re. Electrical 16 17 Lighting control panel, Re: Electrical 18 Stone sill cap, slope away from wall and flash as req'd 20 Ceiling mounted electric heater, Re: Mechanical Keyed Notes Numb er Description 21 Roof top mechanical unit on concrete pad, Re: Mechanical and Structural 22 Exhaust fan, Re: Mechanical 23 Plumbing vent stack, Re: Plumbing Roof access hatch - 30" x 36" in gyp. bd. wrapped opening Roof drain, Re: Plumbing 24 25 26 Roof overflow drain, Re: Plumbing 27 Roof cricket, slope 1/4" per foot minimum 28 Roof gutter, slope at 1/4" per foot minimum towards downspout locations, install per SMACNA details Rectangular open face downspout, install per SMACNA details 29 30 Slate shingles, "midnight black" 31 3/4" smooth finish hardcoat stucco, color as determined by architect "medium buff' 32 Roof fascia, Re: Detail 33 Stucco wall band, smooth finish, Re: Detail. color as determined by architect "neutral buff' 2"D sandstone window trim 34 35 12"H x 24'W x 2"D anchored sandstone veneer Cold formed metal roof trusses to form mansard and gutter/fascia support 36 37 1 Building signage with light fixture, Re: Details Keyed Notes Numb er Description 38 Reinforced fluted fiberglass column, V-3" diameter, height to be field verified and cut to fit 39 Metal seam roof, color to be "Champaign" 40 3"D sandstone keystone, Re: detail 43 Concrete foundation w/brick ledge. foundation varies, Re: Structural 44 Structural steel beam / joist, Re: Structural 46 EPDM roof over insulation 2" min. as req'd. to slope to drain 1/4" min. 47 Hatch represents depression in concrete slab, Re: Structural & detail 48 Recessed paper towel dispenser installed per manufacturer spec 49 Stucco "W groove 50 _P�c tube, Re: 3/A1.4 51 Sink w/ garbage disposer, Re: mech 52 Install tile under location of lounge cabinet for ADA compliant sink cabinet door operation 53 Reinforced fluted fiberglass column 4'-8"H w15.5" dia column V.I.F. 54 Floor drain, crd file install with slope to drain 55 dress dA plaque, T.B.D. _ 56 Sink base cabinet to have integral toe kick 57 Line of roof above Keyed Notes Numb er Description 58 —Bulletproof window per spec F.C.I.C., coordinate requirements with security consultant Knox box, provide Find install per local fire department 59 requirements, inset into brick 60 Reinforced fiberglass column, 9'-6" H w/10" dia column 5" Concrete Pad, Re: F2 61 62 Bollards_w/protective cover 63 R30 Batt insulation at locations w/out EPDM Lambstongue scupper, route through brick where possible, 64 drill on -site where req'd to route through Quoin, extend gutter 5' horizontal min. Gyp. bd wrapped niche w/Wd sill and apron 65 66 Gyp. bd wrapped opening w/Wd sill and apron each side 68 Hatch represents sheet metal flashing 69 Partial height wall at teller line only, Re: A8.1 71 Painted recessed rnarker board, match wainscot, Re: Elevation 72 Wall mounted plasma screen F.O.I.C., Re: Elevations, provide blocking in wall as req'd. to in field with owner Grommet hole, loco t o e Owner approved pzdastal as specified by security 7 3 74 consultant, Re. 2/A1.4, F.C.I.C. 6" Concrete Curb 75 /'1 A D700037 P -146 2501 .SHEET eF // 0 I 143 UNION BOULEVARD SUITE 200 LAKEWOOD COLORADO 80228 303.984.9765 FAX 303,984.9947 email sholaraholarco.com le p V W N M ._ O U. ^L W O /� W E '^ C:ca 70 W O D L e_ ._R1 .......cao�.'0.ao k All design, documents and data prepared shall remain the property of SHOLAR DESIGN and shall not be copied, changed, or disclosed in any form without written consent. SHOLAR DESIGN shall not be responsible for any alterations or revisions made by anyone other than employees of SHOLAR DESIGN. © 2006 - SHOLAR DESIGN PROJ. NO: 06-112 DRAWN BY: KH CHECKED BY: JW ISSUE SCHEDULE No Description Date 1 Bid/Permit 11-30-06 REVISION SCHEDULE No Description Date 1 Bulletin #1 12.21.06 3 Addendum 93 04.20.07 4 Addendum #4 07-2-07 Exterior Elevations - South & West A2m2 Sheet #: of Lll N 6OUTH SCALE: 1/8" = I'-0" AT I ON ¢WILDING SIGNAGE n NORTH ELEVATION H.M. DOOR - PNT. SCALE: 1/8" - I'-0" SCALE: 1/8" = 1'-0" STANDING SEAM METAL ROOFING - TYP. • BARREL VAULTS - SILVER SMOOTH FINISH HARD -COAT 2 OR 3 STUCCO FASCIA - WARM GRAY TUSESTEEL BRACKETS - PNT. 40-YEAR HIGH -PROFILE ARCHITECTURAL FIBERGLASS SHINGLES - WEATHERED WOOD THERMALLY BROKEN ALWM, STOREFRONT WINDOWS W/ DBL. INSUL. GLAZING - MILL FINISH STL. SUNSCREEN NATURAL STONE TILE OR SYNTHETIC STONE VENEER - et" WEST ELE SCALE: 1/8" = 1'-0" STANDING SEAM METAL ROOFING - TYP. • BARREL VAULTS - SILVER SMOOTH FINISH HARD -COAT 2 OR 3 STUCCO FASCIA - WARM GRAY BRACKETS - PNT. 40-YEAR HIGH -PROFILE ARCHITECTURAL FIBERGLASS SHINGLES - WEATHERED WOOD THERMALLY BROKEN ALUM. STOREFRONT WINDOWS W/ DSL. INSUL. GLAZING - MILL FINISH SUNSCREEN - PNT. NATURAL STONE TILE OR SYNTHETIC STONE VENEER - BUFF STANDING SEAM METAL ROOFING - TYP. • BARREL VAULTS - SILVER SMOOTH FINISH WARD -COAT 2 OR 3 STUCCO FASCIA - WARM GRAY P14T. 40-YEAR HIGH -PROFILE ARCHITECTURAL FIBERGLASS SHINGLES - WEATHERED WOOD T14EWALLY BROKEN ALUM. STOREFRONT WINDOWS W/ DBL. INSUL. GLAZING - MILL FINISH STL. SUNSCREEN - PNT. NATURAL STONE TILE OR SYNTHETIC STONE VENEER - BUFF GENERAL CONTRACTOR: RELLISIM© 3102 MANHATTAN A FORT COLLIINS, CO 00526 WARlONY EXECUTIVE PARK LLC 3102 MANHATTAN AVE. FORT COLLIINS, CO W526 0 N z z Ld w J Q (LLER• H)CLE gRCUITFCTS, PC. 712 WHALERS WAY BLDG B, SUITE 100 FORT COLLINS, CO 80525 (970) 223-1820 PROJECT 0115 DATE 5/10/01 DRAWN A201_ . P-I46 2501 /hAo7oon37 ShErT 9 of //