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HomeMy WebLinkAboutSPIRIT OF JOY LUTHERAN CHURCH ADDITION AND REMODEL - Filed BDR-BASIC DEVELOPMENT REVIEW - 2011-11-02SPIRIT OF JOY LUTHERAN CHURCH BASIC DEVELOPMENT REVIEW A PORTION OF LAND IN THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 7 NORTH., RANDGE 69 WEST OF THE 6TH P.M. LOT 1, SPIRIT OF JOY LUTHERAN SUBDIVISION IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT LOCATION SPIRIT OF JOY LUTHERAN CHURCH 4501 SOUTH LEMAY AVENUE FORT COLLINS, COLORADO 80525 LEGAL DESCRIPTION STATEMENT OF OWNERSHIP, SUBDIVISION AND DEDICATION: KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING THE OWNERS AND PROPRIETORS OF THE FOLLOWING DESCRIBED LAND, TO -WIT, A TRACT OF LAND SITUATE IN THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., FORT COLLINS, COLORADO, WHICH CONSIDERING THE EAST LINE OF THE SAID SOUTHEAST 1/4 AS BEARING N 000 03' 00" E AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO, IS CONTAINED WITHIN THE BOUNDARY LINES WHICH BEGIN AT THE INTERSECTION OF THE SAID EAST LINE AND THE NORTHERLY RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY NO. 68 WHICH BEARS N 000 03' 00" E, 170.00 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 36, AND RUN THENCE N 000 03' 00" E 469.98 FEET ALONG SAID EAST LINE; THENCE N 890 55' 30" W 407.55 FEET, THENCE S 000 30' 00" W 520.00 FEET TO A POINT ON THE SAID NORTHERLY RIGHT-OF-WAY LINE; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, S 890 55' 30" E 323.00 FEET AND AGAIN N 440 57' 45" E 70.60 FEET AND AGAIN S 890 55' 30" E 34.70 FEET TO THE POINT OF BEGINNING, CONTAINING 4.7966 ACRES, MORE OR LESS, HAVE CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED INTO A LOT AS SHOWN ON THIS PLAT TO BE KNOWN AS THE SPIRIT OF JOY LUTHERAN SUBDIVISION AND IS SUBJECT TO ALL EASEMENTS AND RIGHTS -OF -WAY NOW ON RECORD OR EXISTING OR INDICATED ON THIS PLAT AND DOES HEREBY DEDICATE AND CONVEY TO AND FOR PUBLIC USE, FOREVER HEREAFTER, THE EASEMENTS AS ARE LAID OUT AND DESIGNATED ON THIS PLAT, PROVIDED HOWEVER THAT ACCEPTANCE BY THE CITY OF THIS DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE EASEMENTS SO DEDICATED. ZONING AND LAND USE THE PRINCIPAL USE OF THE PROPERTY 'S TO BUILD AN ADDITION TO SPIRIT OF JOY LUTHERAN CHURCH LOCATED IN FORT COLLINS, COLORADO. ZONE DISTRICT: RL - LOW DENSITY RESIDENTIAL DISTRICT PRINCIPAL USE: CHURCH LAND USE TABLE LOT AREA: 4.2545 ACRES (185,326 SF) SITE INFORMATION: PROPOSED SITE PLAN BUILDING FOOTPRINT: 10,491 SF = 6% PARKING/DRIVE COVERAGE: 35,624 SF = 19% CONCRETE WALKS: 11,972 SF = 6% LANDSCAPE AREAS: 127,239 SF = 69% PARKING SPACES PROVIDED: 85 (4 H.C.) PARKING SPACES REQUIRED: 82 (4 H.C.): 325 PEOPLE (1 PER 4 SEATS MIN.) BASED ON 7SF / PERSON IN WORSHIP ,AREA & 15 SF / PERSON ON THE STAGE. MAXIMUM BUILDING HEIGHT 31'-9" FLOOR AREA RATIO SITE INFORMATION: PROPOSED SITE PLAN BUILDING FOOTPRINT: 10,491 SF FL '.,R AREA RATIO 1:18 E. HORSETOOTH RD. u1 B WARREN O a LAK E WCD w w p ONuj o= OIR m vi ~ a v' E. HARMONY RD. SITE J vi 4( N VICINITY MAP NTS PROJECT TEAM: OWNER SPIRIT OF JOY LUTHERAN CHURCH 4501 SOUTH LEMAY AVENUE FORT COLLINS, COLORADO 80525 C: PASTOR P: 970.223.5303 F: E: PASTORJASONOSOJOYFC.ORG ARCHITECT ALLRED do ASSOCIATES 580 BURBANK STREET, SUITE 125 BROOMFIELD, COLORADO 80020 C: BRAD BONNET P: 303.465.4306 X5 F: 303.465.4382 E: BRADOALLRErl ,�H.COM CIVIL STEW"-, do ASSOCIATES tr- iOUTH MELDRUM STREET JRT COLLINS, COLORADO 80521 C: JERRY ROBINSON P: 970.482.9331 F: 970.482.9382 E: JERRYROBINSONOFRILCOM ELECTRICAL KAZIN & ASSOCIATES 9364 TEDDY LANE, SUITE 101 LONETREE, COLORADO 80124 C: DAVID KAZIN P: 720.489.1609 x 101 F: 720.489.1611 E: DKAZINOKMKA.COM SHEET INDEX: AO.0 - COVER SHEET A1.0 - SITE DEMOLITION PLAN AND DETAILS A1.1 - SITE PLAN A4.0 - ELEVATIONS Cl - COVER SHEET C2 - CONSTRUCTION NOTES C3 - OVERALL UTILITY PLAN C4 - GRADING AND DRAINAGE PLAN C5 - EROSION CONTROL PLAN C6 - GRADING DETAIL SHEET L1.01 - LANDSCAPE PLAN L1.02 - LANDSCAPE PLAN L1.03 - LANDSCAPE PLAN CURRENT SUBMITTAL: BASIC DEVELOPMENT REVIEW 02.24.2011 BASIC DEVELOPMENT REVIEW 04.15.2011 2 o W Lu a �- of Q oR p Uw co O Z" 0 Q a v' � 3 V Z a > Z oC Q 0� g 12 z Q a W 9 w W aLL cccc ¢ O N W F-W Lu > w U N w Q F- Lo U _ 1 Qui �m a Q m C/) 4ret-ovj Zy #Otodo Odrelop/ne4f lie✓;ew Ill #`cr Ir w > 7� O J W �omm O O z mmmm� 0 0 Q S-160 1502 C) wa No pw" 1 %A m ih SMOOTH ROUND CONCRETE WME AT TOP mw� STEEL. PIPE, FILL WITH CONC. -PT. CO (EXPMISMMAUS JWT AND SUIT CONC. AT WE (N) CONC. go ALL (N) n PAVING. RE Cow BLOOM( A1.1 t Gpl AT I151DE OF III =1=� COLQRCOI TO BE -_-= °=1i1= SELEM, 'fff ARChRECi 4 BOLLARD DETAIL SCALE: 0 (N) 1 1/2' X IT' STFFFl CMMNEL MF1 m TO 6' IN CONCRETE SMilI FILL AND TOPE OF BOLM T0OP OF 4 41r A.F. SLAB -PT. GROUT ILL (R) CMU CELLSI SOLI — (N) MATE SfSTEM: TUBE FRIMAE OM METH. DECIQNG P1MRO S�) WITH 2x2 ANGLE CROSS WELD TO HINGE. MELD TO 4x7'-O' PLATE STEEL. ATTAAI�NH PLATE TO OWED CMU WITH E)(AMIm ANCHOR -PT. ENCLOSURE DETAIL SCALE: 1 /2"=1'-0" 13,-e SCALE: 1II --U" FRONT RAKE ALL (N) PRECAST CAP JOINTS AND PROVIDE SEALANT (N) SLOPED PRECAST CAP W/ DRIP EDGE. COLOR TO BE SELECTED BY ARCH. (N) BOND BEAM W/ (1) 15 (N) LADDER REINFORCING 0 16' O.C. (N) SMOOTH ROUND CONC. DOME 0 TOP. (N) BOLLARD -PT. RE: 4/A1.0 SUM. (N) CHANNEL - PT. GROUT ALL (N) CMU CORES SOLID -TYP. (N) CONCRETE SLAB. RE CIVIL (N) 1/2' EXPANSION JOINT AND SEALANT TYP. EACH SIDE (N) MORTAR NET (N) GALV. FLASHING W/ HEA JOINT WEEPHOLES 2'-0' O.C. MAX (N) CONCRETE PAVING. RE: A1.1 R CML GROUT SOLID ONE COURSE BELOW GRADE MAN. (N) CONC. GRADE BEAM. 30• (N) L5 x 6 DWL AT 24' O.C. STNN A.L. (N) CMU BLACK AT INSIDE OF TRASH ENCLOSURE COLOR TO SELECTED BY ARCHITECT a -WELIDEID (N) CMMN STOP ABOVE FOR 90 DEGREE OPENING -TYP AT ALL DOORS -(N) RICK VENEER TO MATCH BUILDING BRICK 1.11 Ali ■ RETURNS. COLOR TO BE SELECTED BY ARCHITECT. TYP. �BRICK VENEERTO MATCH BUILDING BRICK (N) 4X4 T.S. MITER AT CORNERS -TYP. -PT. (N) 2•X4" L ANGLE AT EACH DOOR W/1' DVL SWING BOLT TO HOLD DOOR CLOSED - PT. COAT PLATE LATCH IN PLASTIC TO PROTECT DOOR FINISH. (TOOL DIP OR EQUAL) (N) VULCRAFT METAL ROOF DECK 1.OE, 20 GA. CONTINUOUS WELD TO 1/2' METAL ANGLES A1.0 MITERED AT CORNERS PRIME R PINT TO PREVENT RUSTING. _—WELD (3) (N) EXTRA HEAVY DUTY HINGES TO GATE AND POST - PT. REMOVE (E) CURB AND I - - 6UIlER, ISLAND ANDRELOCATE (E) LIGHT POLL _ I } REMOVE (E) CONCRETE BASE I AND SAMC%TT AND REMOVE I -- (E) ASPHkT AS REQUIRED FOR CONTINUATION OF (N) ELECTRICAL TO RELOCATED - _- LIGHT POLE BASE. RE: A1.1 (E) POINTER AND CONDUIT I FROM (E) MODULAR TO (E) REMOVE ASPHALT AND POLE o I OVE, RELOCATE GNMEET SIDE EXTERIOR STAGE TO BE _- vp I � I OF GARDEN. RE. A1.1 � r r �( CD r (N) I i - - I (E) CARDEN TOPsaL AfID - CURB R GITTTl3t f I 1.1 J IRRIiY1TION TO EREWIN. IRE: A 3 COORDAMTE WATER LOCATE PRIOR TO CONSTR- I (E) CONCRETE PAN TO -- REMAIN I I, (E) CURB & GUTTER TO REMAIN CD j o I i \` -- REMOVE (E) �(E) SANITARY SEWER LINE T N ASPHALT FOR (N) & CLEAN OUTS TO REMAIN (E) LANDSCAPE TO REMAIN ACONC. SM. RE: 9'-0"(E) -- r TYP. AT THIS ISLAND REMOVE ARKIN - - I = (E) TELEPHONE! RELIOVE FOR 2FIRE EASEMENT I PEDESTAL TO REMAIN --- \� !' (� FOR FIRE HYDRANT (E) SIGNS TO REMAIN - REMOVE (E) STRIPING I I +►\ +/ ,F �110N LJIE y QUUr (� � 'o VISITOR PARKING is 1 �1 REQUIRED � I I 15lAlp. RE:IALT� A'' 1110N. RE- A1.1 I I LI T — - H----�\—I—_ \� �\ TO MAIN � 11 I I II - /� o I (E) IRIGATIO MANIFOLD R i� (E) WATER VALVE: TO » - REMAIN ROM M CONCRETE r► 1 — I I "' I /// �' '�"•=S (E) MAILBOX TO REMAIN RE -REMOVE (� wIIL EL sroPs ' Cw /ii/ (E) SIGN -FIRE' LANE TO - - I / /i// N I REMAI / j-1(E) BIKE RACK RpUOVE M STRIPING AND (E) H.C. RAMP TO REMAIN (E) ifGHT POLE TO REMAIN /-- TO REMAIN- �pI,AP SYMBOLS 3 STALLS— (E) INLET STRUCTURE TO (E) FIRE LANE SIGN TO REMAIN PM FOR (E) FIRE HYDRANT TO REMAIN REMOVE (� (N) I I I I I I I I I RE"N. RE: CI IL REMOVE (2) ADA PARKING SIGNS ( LA AND RE A1.1 REMOVE NO RELOCATE (E]IIIN I I I I I I I I (E) 8" THICK, 5' HIGH (E) WATER LINE TO REMAIN INCLUDING FOUN ATM, R I I I s l I s l I I I I J I MASONRY WALL TO REMAIN"' I - E WATER LINE TO REMAIN. 8' 11 UTI ITV ( ) _ _L _ 1 _ J _ _ _ 1 _ 1- I - SAWCIIT SIDEWALK do GUTTER FOR WINDOW CONDENSING UNIT. RE 1 - (� _ Il O(N) TRENCHED BEMAINC COLRD`- _- OOORD. W EME �. L— - IVIL HE) GAS (E) ELEC. SERVICE TO (E) I \�\\ j ' µ- TO CONSTRUCTION. PRIOR REMOVE (E) MODULAR COORD LOCATION I REMOVE (E) CONCRETE _ y --- - - - > - CONSTRUCTION UNDERGROUND DIdNI AND CONTINUATION TO I\\\� �� _W N CANOPY PRIOR TO (2) (E) MTL. BENCHES TO RUN AS REQLJKlFD FOR RELOCATED MODULAR IN FIELD. �E (N) -- '-------- �1pFai' _ COWMUCTIQNRE: A1.1 E ^J I L - - - (E) LIGHT BOLLARDS TO RE _ I I (E) WATER VALVE AND METER TO R Mglry PRIVACY FENCE AT II TO REMAIN I z� --- - - { (N) CANOPY-RE:A1.117 � I / L, (E) BUILDING LIGHT I (E)1 '-b' REMAINSTORM DRAIN PIPE TO - _ I � TO R1A1N. RE. ELEC. I UTI11ITY / REMOVE (E) EDGING. REHIRLIBS D LANDSCAPE I � Cr 1T3 - EASEMENT / DO MDR 5% E" W- (E) BUILDING LIGHT TO - lLniREMAIN. qi ELEC. I r�, � II ��(E) 5 -0 WIDE CONC. SIDEWALK TO I I - REMAIN 9 � (E) CANOPY LIGHT' TO O E CURB AND GUTTER TO REMAIN I REMOVE (E) CONC • REMAIN. RE: ELEC. i ( ) STOOP. RE: A1.1 I (E) BOLLARD LIGHT TO REMAI h (E) ELECTRICAL SERVICE TO I • • REMAIN. COORD. W/ (N) -CANOPY II I REMOVE (E) LANDSCAPE EDGING. PE LANDSCAPE • o PRIOR TO CONSTRUCTION. ; nafti • 100'-0" Lu I I _ REMOVE (E) LANSCAPE TYP.. RE: LANDSCAPE W - E LANDSCAPE'EDGLNG-T-P I E STORM DRAIN TO \\ E LIGHTS TO REMAIN REMAIN. RE:E EC. / 1 REMAIN 1` I - I (E) FIRE (E) MEMORIAL PLAQUE TO REMAIN HYDRANT TO REMAIN \ I (E) 3'-0" WIDE X 6" DEEP CONC. DRAINAGE f (E) MASONRY RETAINING WALL TO 1 I PAN TO REMAIN REMAIN I (E) 8'-0" WIDE CONC. SIDEWALK (E) SPRINKLER TO REMAIN _ (E) LIGHT TO REMAIN (E) BRICK SIGN TO REMAIN BOXES TO W REMAIN J _ - - _ (E) IRRIGATION BOX , TO REMAIN --------- - -- 1 - � � (E) STORM DRAIN - - NLET TO REMAIN AND MANHOLE AND I IT / O ow � " AL cis (E) GAS LINE TO REMAIN (E) BUS STOP TO REMAIN SITE DEMOLITION PLAN \ / SCALE: 1 "=20'-O" ®ALLRIDOASSOCAflES 2011 HARMONY ROAD (E) SIGN - BIKE LANE TO REMAIN (E) ELEC. POLE TO I (E) ELEC. BOXESTO (E) SIGN - YIELD TO PEDS. TO (E) STREET LIGHT TO u 141 Z O� J � OW O w • � atS LLJ Z — t- J � N1 (1) 5-160 1502 (V O r 0 1 N i ©ALLRED&AS50CMTES 2011 GENERAL NOTES 1. REFER TO CIVIL DRAWINGS FOR GRADING PLAN, UTILITY PLANS AND FOR HORIZONTAL CONTROL LOCATIONS, WHICH WILL BE PROVIDED BY CIVIL ENGINEER BY CAD FILES FOR SURVEYOR COORDINATION. 2. THE CONTRACTOR SWILL PREVIEW CONDITIONS AND REVIEW THE GEOTECHNICAL ENGINEERING REPORT TITLED: SUBSURFACE EXPLORATION REPORT SPIRIT OF JOY LUTHERAN CHURCH - ADDITION AND REMODEL NORTHWEST CORNER OF HARMONY ROAD AND LEMAY AVENUE FORT GOWNS, COLORADO EEC PROJECT NO. 1112004 DATED FEBRUARY 11, 2011; PREPARED BY EARTH ENGINEERING CONSULTANTS, INC. FAILURE TO DO SO WILL NOT ELIMINATE RESPONSIBILITY TO PERFORM THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. 3. EXISITNG GRADES SHOWN ARE FROM INFORMATION PROVIDED IN A SURVEY BY STEWART & ASSOCIATES, INC; 103 SOUTH MELDRUM STREET, FORT GOWNS, COLORADO 80521; 970.482.9331. CONTRACTOR Shall REPORT TO THE ARCHITECT ANY DISCREPANCIES BETWEEN CONDITIONS SHOWN AND ACTUAL CONDITIONS. 4. EXISTING UTILITIES SHOWN ARE GRAPHIC IN NATURE AND IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATIONS OF ALL EXISTING UTILITIES BEFORE PROCEEDING WITH EXCAVATIONS. 5. ALL GRADING AND CONCRETE PAVING SHALL SLOPE AWAY FROM BUILDING. 6. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ADEQUATE DRAINAGE THROUGHOUT THE SITE DURING THE PROCESS OF EXCAVATION AND GRADING. THE GRADE SHALL BE MAINTAINED IN SUCH CONDITION THAT IT IS WELL DRAINED AT ALL TIMES. 7. THE IRRIGATION SUBCONTRACTOR SHALL COORDINATE THE LOCATION OF ALL NEW & EXISTING IRRIGATION PIPES WITH THE GENERAL CONTRACTOR PRIOR TO PAVING ACTIVITIES. SLEEVES SHALL BE PROVIDED AND INSTALLED BY THE IRRIGATION SUBCONTRACTOR. IRRIGATION DESIGN TO BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LANDSCAPE PLANS. 8. THE IRRIGATION SUBCONTRACTOR SFWl COORDINATE THE EXISTING LANDSCAPE IRRIGATION WITH THE NEW IRRIGATION SYSTEM AND PROVIDE ALL NECESSARY DESIGN & MATERIAL FOR A COMPLETE NEW DESIGN. 9. THE CONTRACTOR IS TO INSPECT ALL IRRIGATION LINES WITH PRESSURE TESTS PRIOR TO BACK FILL - PROVIDE INSPECTION RESULTS TO THE ARCHITECT AND THE OWNER. THE CONTRACTOR IS TO TEST THE IRRIGATION SYSTEM AFTER THE LANDSCAPE IS INSTALLED FOR LEAKS. 10. THE CONTRACTOR IS TO PROVIDE OR COORDINATE ELECTRICAL SLEEVES UNDER PAVEMENT FOR ALL ELECTRICAL FIXTURES. 11. ALL UNDERGROUND UTILITIES SHALL BE TESTED AND VERIFIED IN THE FIELD PRIOR TO BACKFIWNG OR COVERING. TEST FOR LEAKS AND CONTINUITY. PROVIDE WRITTEN VERIFICATION TO THE ARCHITECT AND THE OWNER AS EACH UTILITY IS LAID PRIOR TO COVERING THAT UTILITY. VERIFY ALL DRAIN SLOPES PRIOR TO EXCAVATION AND TRENCHING. NOTIFY THE ARCHITECT OF ANY CONFLICTS WITH ELEVATIONS AND ABILITY TO DAYLIGHT PROPERTY AT SPECIFIED LOCATIONS. SUCH VERIFICATION SHALL INCLUDE BUT NOT BE LIMITED TO: DRAIN PIPES, SEWER LINES, WATER LINES, GAS LINES, CONDUIT FOR ELEC., TELEPHONE, AND CABLE. 12. THE CONTRACTOR IS TO SHOOT WITH A TRANSIT OR EQUIPMENT ACCEPTABLE FOR MEASURING HORIZONTAL SLOPES CURB AND GUTTER FORM WORK, PIPE DRAINAGE, FINISH GRADE, AND PARKING LOT SUBGRADE TO VERIFY PROPER GRADING AND DRAINAGE. PROVIDE SURVEY RESULTS TO ARCHITECT AND OWNER. 13. PROVIDE SEAIANT AT ALL COLD JOINTS INCLUDING, BUT NOT LIMITED TO, JOINTS BETWEEN CURB & SIDEWALK, GUTTER k CONCRETE PAVING AND EXPANSION JOINTS IN GONG. PAVING. 14. ALL SITE WORK, SITE CLEARING, EARTH WORK, WATER DISTRIBUTION, ETC. SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT MANUAL AND OR WRITTEN CLARIFICATIONS BY THE ARCHITECT AS REQUIRED TO COMPLETE THE INTENT AS SHOWN ON THE CONTRACT DOCUMENTS. EACH SITE WORK SHALL BE REVIEWED BY THE TESTING ENGINEER AS SELECTED BY THE OWNER. FIELD REPORTS OF THE SAME SWILL BE ISSUED IMMEDIATELY AFTER THE FIELD INSPECTION AND SWILL BE COMPILED IN THE AS BUILT SETS OF DRAWINGS, AND SWILL BE DISTRIBUTED TO THE ARCHITECT AND OWNER. 15. ADJACENT STREETS AND PARKING AREA SHALL BE KEPT FREE OF MUD AND DEBRIS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF MUD AND DEBRIS AT THE END OF EACH DAY. REFER TO CIVIL DRAWINGS FOR VEHICLE TRAFFIC CONTROL LOCATIONS. 16. THE CONTRACTOR SWILL PROTECT EXISTING IMPROVEMENTS TO REMAIN FROM DAMAGE. DAMAGED ITEMS SHALL BE REPLACED, REPAIRED, OR RESTORED BY THE CONTRACTOR AT NO COST TO THE OWNER. IF, IN THE OPINION OF THE CONTRACTOR, EXISTING IMPROVEMENTS TO REMAIN WILL BE DAMAGED OR REQUIRE REMOVAL THE GENERAL CONTRACTOR IS TO INCLUDE THE COST OF REPAIR OR REPLACEMENT IN BASE BID. 17. LIGHT BROOM FINISH ON ALL SIDEWALKS & FLATWORK do PROVIDE 6X6-W1.4 X W1.4 W.W.F. ON COMPACTED GRADE. PROVIDE CONTROL JOINTS AS SHOWN ON SITE PLANS. 18. ADA PARKING SIGNS AND INSTALLATION TO BE APPROVED BY THE CITY OF FORT GOWNS MINIMUM STANDARDS. 19. CROSS SLOPE OF SIDEWALKS NOT TO EXCEED 2%. 20. ALL EXISTING NATIVE GRASS AREAS DISTURBED DURING CONSTRUCTION ARE TO BE RESEEDED PER THE CITY OF FORT COLLINS REQUIREMENTS. 31 ❑/ o N W w Q Q o 0 W U O Z `" O a ' ) Q Z a LlJ R � a LU z cr- zw a o Z co U W i W W � LL LL a Ir 8 O Wm J Er ce N w p miL W LU o U N L1J au W w clmi r Y z uj Q m Q Q Q 2 m O • Mr s-160 1502 (N) CANOPY TO MATCH (E) (N) CLASS 'A' ASPHALT SMIIRx,E ROOF TO MATCH (E) -TYP. (E) 'A' ASPHALT SHINGLE ROOF -TYP. (E) BRICK COLUMN R CANOPY TO REMAIN T.O. N BRICK TO MATCH E 108'-0" (E) BRICK VOIEFlt TO REW1111. -TYP. (N) BRICK VETIEF]Q To MRTON� (E) -TYP. c(H SfORl DOORIM. ASSEMBLE — �E)ma COLUMN TO MUCH NORTH ELEVATION SCALE: 1/8"=1'-O" (N) FIBER CENT BD. LAP SIDING -PT. TO MATCH (E) — (N) LOUVER TO MATCH (E) -TYP. (N) CLASS 'A' ASPHALT SHINGLE ROOF TO MATCH (E) -TYP. RE: SPEC. (N) CANOPY MATCH (E) N) 5" PRE -FM. STYLE K MR. GUTTER -PT. TO MATCH (E) — 8N) BRICK COLUMIN TO MATCH E) 0NICK VENEER TO MATCH -TYP. (N) FIBERGU6S WDW. (N) 4.1 X 310) COMUQATED WTL. D.S. -PT. TO MATCH (E) TO (N) CONC. SPLASHBLOCK -TYP.- SOUTH ELEVATION 1 SCALE:1/8"=1'-0" ®ALLREDbAS50CMTES 2011 (N) CLASS 'A' ASPHALT SHINGLE ROOF TO MATCH (E) -TYP. (N) CANOPY MATCH (E) (N) 5" PRE -FIN. STYLE K MTL GUTTER -PT. TO MATCH (E) — (N) BRICK COLUMN TO MATCH (E) (N) BRICK VENEER TO MATCH (E) -TYP. (N) FIBERGLASS WDW. -TYP. (N) 4.1 X 3"(D) CORRUGATED MTL D.S. -PT. TO MATCH (E) TO (N) CONC. SPLASHBLOCK -TYP.- WEST ELEVATION 12 1011 - - iI - -- -i- T-- C 11Li -1 T- 1 i - I I FT 1- II II ---- ■ II IIIIINO�III��IIMI����MIII�� SCALE: 1/8"=1'-0" IIi L �- IrT LL _LL-, T -`-`- (N) LA (N) FI SIDING (N) FI PANEL (E) 'A -TYP. (N) 5' GUITEI ON (E SIDES (E) BI -TYP. (N) BI (E) -. (N) FI (N) 4' MTL L EAST ELEVATION SCALE: 1/8'1 12 LLB 1-I1---- (N) BRICK C.J. "I FIBER CEMENT BO. '--(N) SLOPED FIBER CEMENT -TYP. WALL PANEL -PT. TO BD. WALL PANEL -PT. TO MATCH (L) -TYP. MATCH (E) -TYP. (E) RELOCATED BRICK VENEER & BRICK VENEER SOLDIER COURSE TO ALIGN W/ (E) BRICK 12 10r 11' 11," a (N) LIGHT TO MATCH (I RE: ELEC. (N) STOREFRONT DOOR ASSEMBLY LTT LIGHT TO DASHED LINE INDICATES EDGE (E) RELOCATED BRICK VENEER k UN OF (E) WALL & (N) }" BRICK BRICK VENEER SOLDIER COURSE CONTROL JOINT TO ALIGN W/ (E) BRICK DASHED LINE INDICATES (E) FIBER CEMENT EDGE OF (E) WALL & (N) BD. LAP SIDING 1" BRICK CONTROL JOINT TO REMAIN (E) FIBER CEMENT BD. WALL PANEL TO REMAIN LLI Lm �I l RELOCATED LIGHT. RE: STOREFRONT DOOR/WDW. I_y II IIIII I! ir\ nnnnn rn sruuu (N) BRICK C.J. -TYP. uuumnnwunmrWIW5� a- T=T. i'Lr I-__LL! C _ i -T - - - - - -i T (E) CROSS TO REMAIN (E) BRICK TO REMAIN (N) FIBER CEMENT BD. LAP SIDING -PT. TO MATCH (E) (N) FIBERGLASS WDW. -TYP. (N) H.M. DOOR h FRAME -PT. TO MATCH (E) (N) 5" PRE -FIN. STYLE K MTL GUTTER -PT. TO MATCH (E) ON (E) FASCIA -TYP. BOTH SIDES (N) 4"(W) X 3'(D) CORRUGATED MTL. D.S. -PT. TO MATCH (E) TO (N) CONIC. SPLASHBLOCK -TYP. (N) BRICK VENEER SOLDIER COURSE TO MATCH (E) -TYP. (N) BRICK VENEER TO MATCH (E) -TYP. (N) FIBERGLASS WDW. -TYP. (N) LOUVER TO MATCH (E) -TYP. (N) FIBER CEMENT BD. LAP SIDING -PT. TO MATCH (E) (N) CLASS 'A' ASPHALT SHINGLE ROOF TO MATCH (E) -TYP. (N) CANOPY TO MATCH (E) (N) 5" PRE -FIN. STYLE K MTL GUTTER -PT. TO MATCH (E) (N) BRICK COLUMN TO MATCH (E) (N) 4'(W) X 3"(D) CORRUGATED MTL D.S. -PT. TO MATCH (E) TO (N) CONC. SPLASHBLOCK -TYP. (N) BRICK VENEER SOLDIER COURSE TO MATCH (E) -TYP. (N) BRICK VENEER TO MATCH (E) -TYP. (N) CLASS 'A' ASPHALT SHINGLE ROOF TO MATCH (E) -TYP. RE: SPEC. (E) FIBER CEMENT BD. LAP SIDING TO REMAIN (E) FIBER CEMENT BD. WALL PANEL TO REMAIN (N) FIBER CEMENT BD. WALL PANEL -PT. TO MATCH (E) -TYP. (N) SLOPED FIBER CEMENT BD. WALL PANEL -PT. TO MATCH (E) -TYP. T.O. (N) BRICK TO MATCH (E)�(N) BRICK TO MATCH (E)) 108'-0 (N) BRICK VENEER SOLDIER COURSE TO MATCH (E) -TYP. (N) 5" PRE -FIN. STYLE K MTL GUTTER -PT. TO MATCH (E) ON (E) FASCIA -TYP. BOTH SKIES (N) 4"1 X 3"(D) CORRUGATED MTL D.S. -PT. TO MATCH (E) TO (N) CONC. SPLASHBLDCK -TYP. 0 IF Z $ N w w o Q 0 I U Lu Z Z m O O a v! Q Z a W N Q Z c g Z Q o Z c_A W > LV W w ' a o: ccWg 0 Lr ' LLJ o ~ > ~ =n ULu `O mi tq r W y 0 cr) mi LLI ~= U Q m Q Q Q m m C/) z OItZ 0 � • ww N W W g-160 1502 N O 0 r 1 iZ 1 O • 0 + 'X 0 + • 0 + EX�if1`1N6 • GARDEN • ... • • 0 0 + � FI NEM NON—�K.AhD m rf SDI TV. �. . ...............:...:, ©ALLRED&ASSOCIATES 2011 EXISITING LANDSCAPE EAST HARMONY ROAD REFER TO SHEET L1.03 FOR LANDSCAPE NOTES & DETAILS PLANT LIST I Q SYM. COMMON/ BOTANIC NAME SIZE COMMENTS HYDROZONE DECIDUOUS SHADE TREES SH Shademaster Honeylocust 2' cal. Specimen quality, full Moderate Gledksia triocanthos vor. crown, Bal staked inerrnis 'Shademoster' NRO Northern Red Oak 2- cal. Specimen quality, full Moderate Guercus robur crown, Bill staked a DECIDUOUS SHRUBS AC Alpine Currant 5 gal. container, 5 canes min. Low L0 Ribm dpinum 4' ht., plant 3' o.c. 0 DH Dwarf Honeysuckle 5 gal. container, 5 canes min. Low Z E r Lonkxra xylostsum 3' ht., plant 3' o.c. (j $ MKL Miss Kim Lilac 5 gal. container, 5 canes min. Low �, 2 T Syringe patula 'Mini Kim' S' ht., plant 3' o.c. ■ LLl a GDP Gold Drop Potentilla 5 gd. container, 5 canes min. Low LO A Potentilla 'Gold Drop' 3' ht., plant 3' o.c. WS Western Sandcherry 5 gal. container, 5 canes min. Low N O Prunus beessyl 5' ht., plant 3' o.c. Q 2 Z FS Fragrant Sumac 5 gal. container, 5 canes min. Low Rhus aromatk a 'Gro—Low' 6' ht., plant 4' o.c. ~ m RS Russian Soge 5 gal. container, 5 canes min. Low O Z PerovMda atriplk ifd0 ia a ht., plant 4' o.c. — a PC Peking Cotoneaster 5 gal. container, 5 canes min. Low LL • Cotoneaster lucidus a ht., plant 4' o.c. a AA Regent St rvicaberry 5 gal. container, 5 canes min. Low • < _w Amelanchler dnifolia 'Regent' 6' ht., plant a o.c. / i� GYP Golden Vicary Privet 5 gal. container, 5 cones min. Low 5 ^ Ligustrum 'Vlcoryr 6' ht., plant V o.c. a EVERGREEN SHRUBS Z a BJ Buffalo Juniper 5 gal. container, 18"-24" spread Low Juniperus sabna 'Buffalo plant 4' o.c. Q O9 Z Z BCJ Blue Chip Juniper 5 gal. container, 18"-24" spread Low J O w O Lys Juniperus harhontdis 'Blue Chip' plant 4' o.c. Q a o C TJ Tammy Juniper 5 gd. container, 18"-24" spread Low � L Juniperus Sabina 'Tamarkcclfolia' plant 4' o.c. w O UJ • cc Z PERENNIALS/GRASSES LU o J LTGY Tall Gold Yarrow 1 gal. container, plant 18" o.c. Low III m kJ iii Achillea filipenduiina li Md 'Parker s' cc =) W LL Q RV Red Valerian 1 gd. container, plant 18" o.c. Low I— ! i) Centranthus ruber =j V mLU V FA Fail Aster 1 lid. container, plant 18" o.c. Moderate Y Aster 'Prof. Kippenburg' = zz L Doylily 1 gal. container, plant 18" o.c. Moderate U j Qf7i J Q Hemerocalis op. 0 m Q SD Shasta Daley 1 gal. container, plant 18" o.c. Moderate Q 0 Chrysanthemum x superbum cn FRG Feather Reed Gross 1 gal. container, plant 24" o.c. Moderate L LJ Colamogrostie ocut J 'Karl FFountain DFG Dwarf Fountain Grass 1 gal. container, plant 24" o.c. Moderate Pennisetum olopecurokk» 'Hameln' BAG Blue Avena Grass 1 gd. container, plant 24" o.c. Low Q = Helk totrichon sempervfMens H— YJG Ydku Jima Gram 1 gd. container, plant 24" o.c. Low Mhe an husdoa sSwitch 'Yaku Jkna' O � SSG Shenandoah Switch Gram 1 gal. container, plant 38" o.c. Low Panicum'Shenandoah' vkgatum O � Shenandoah' L/I LLJ GROUNDCOVER LEGEND LL (r NEW IRRIGATED SOD 06 (TEXAS HYBRID VARIETIES) - Z NEW NON —IRRIGATED NATIVE O SEED MIX _ NAME %MIX Blue Grama 23% Buffalo Grass 10% Green Needlegrass 20% — Side Oats Grama 20% Q Western Wheotgrass 25X Sand Dropseed 2X 0 WOOD MULCH TO MATCH EXISTING Q REFER TO SHEET L1.02 FOR TREE PRESERVATION & HYDROZONE PLANS PARKING LOT LANDSCAPE REQUIREMENTS NEW PARKING LOT ISLAND S.F. 749 91 TREES REWIRED*: 5 TREES PROPOSED: 5 " BASED ON CITY OF FT. COLLINS PARKING LOT LANDSCAPE REQUIREMENTS— SECTION 3.2.1 (e)(5) OF THE LUC. 0 10 20 SCALE: V=20'-O" 40' `n dsi g-i site design landscape architecture site planning 700 colorado boulevard, suite 131 denver, colorado 80206 303 512 0549 fax 303 320 5322 z J a. LU O 11 � U o J s-160 1502 ZONE 3 Root Protnth VARIES PER TREE SM [161p6ID1 11Q omm 1.6 1 M mom MILT 1 TREE PROTECTK ©ALLRED&ASSOCIATES 2011 zaNE 2 plotatIm 1°UOIP��"TT R65TRICIED ZONE ZONE 1 VPratection PROTECT LOWER BRANCHESTREE CANOPY. OVDE IEMPgRART 4' ORANGE PER CITY GGFICATIONS OF FT. COLUNS U111110DERAPPING OFBURLA 1�s REACM NOTES: 777 ALL TREES TO RECEIVE ZONE 1 AND 2 PROTECTION. PRONOE LARGEST PROTECTION ZOK BY EITMFR USING DRIPLNIE OR 1 PER 1" DOM, NMI0IEVER IS LARGEST. IOTA jll SCALE: V=31W-0" TREE PRESERVATION AND REMOVAL NOTES: 1. REFER TO CITY OF FT. COLLINS LAND USE CODE, DIVISION 3.2- SITE PLANNING AND DESIGN STANDARDS, 3.2.1.- LANDSCAPING AND TREE PROTECTION, (G)- TREE PROTECTION SPECIFICATIONS, FOR COMPLETE INFORMATION REGARDING TREE PROTECTION. 2. ALL EXISTING PRESERVED SPRUCE TREES SHALL BE TREATED FOR IPS BEETLES TWICE PER YEAR (MARCH AND JULY). 3. IF DAMAGE OCCURS TO ROOTS OF EXISTING TREES, THE ROOTS SHALL BE PRUNED AND COVERED WITH SOIL OR MOIST BURLAP WITHIN TWO HOURS. 4. EARTHWORK SHALL NOT BE PLACED ADJACENT TO TREE TRUNKS. 5. ALL CONSTRUCTION ACTIVITY SHALL BE PROHIBITED WITHIN THE FENCED ROOT/DRIP LINE IN ORDER TO PREVENT SOIL COMPACTION AS MUCH AS POSSIBLE. 6. A CERTIFIED ARBORIST SHALL PRUNE ALL EXISTING PRESERVED TREES. 7. SUPPLEMENTAL WATERING IS RECOMMENDED DURING GROWING SEASON IF IRRIGATION SYSTEM IS NOT OPERABLE. mm ____ �!M 11NA EXISTING ��i�i�i�i�i�i�i�i' ►�i�i�i�i�i�i�i NO 0, EXISTING EXISITING BUILDING -ANDSCAPE NEW � llliiil/ ADDITION NORTH HYDROZONES PLAN EXISTING TREE SPECIES LEGEND EXISTING DECIDUOUS TREE c E TO REMAIN EXISTING EVERGREEN TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE RELOCATED, SEE SHEET L1.01 FOR NEW RELOCATIONS EXISTING SHRUBS TO REMAIN EXISTING SHRUBS TO BE REMOVED EXISTING TREE SPECIES INFORMATION (SEE TREE PRESERVATION PLAN) TREE SPECIES CAL. CONDITION DISPOSITION 1 CRABAPPLE 6" GOOD 2 CRABAPPLE 4" GOOD 3 HAWTHORN 4" GOOD 4 HAWTHORN 5" GOOD 5 CRABAPPLE 4" GOOD MULTI -STEM TREES. D.B.H. IS TOTAL DIA. IF ALL STEMS COMBINED TO BE RELOCATED TO BE RELOCATED TO BE RELOCATED TO BE RELOCATED TO BE RELOCATED 191 0 EXI! LAN[ ❑ NORTH SCALE: 1"•30'-0" WATER BUDGET CHART FOR NEW LANDSCAPE AREAS HYDROZONE AREA WATER NEED ANNUAL WATER USE (&F.) (GALLONS/S.F.) (GALLONS) MODERATE 2,071 10 20,710 LOW 3,955 3 TOTAL 6,026 AVG.: 5.4 REFER TO SHEET L1.03 FOR LAO LANDSCAPE NOTES & DETAILS IR NORTH SCALE: T'mW-0" ❑/ CA L0 Z E W Fn Lu r a 0 Q oR O - Ir' Z U w' O Z 0 a • L4j) •� �_ w n \ z a Zo a z a z z Q as w O WCL O w W� J Lu cc LU mi L) J �Y Q__ Z a Li Lm m a Q§ J w 0 >111111111111110 O OZ> �w LL (r O 06 EE Z 6)- 0 0 32,575 0 ": a CN a. w O;1 n Q C> site design landscape arming ture Z site planning 700 colorado boulevard, suite 131 J denver, colorado 80206 303 512 0549 fax 303.320 5322 S-160 1502 N P r DO NOT CUT SINGLE LEADER, PRUNE DAMAGED OR DEAD WOOD, AND CO -DOMINANT �A�RCHITRESCTSggDIyR�E.ALY �CTITIIONP ONLY. ON�EDLENUTH OF VC EACH WIRE SPECIFIED TREE STRAP - ALIGN NW/SE SPECIFIED POSTS - ALIGN NW/SE WRAP ENTIRE SURFACE OF TRUNK UP TO SECOND BRANCH WITH SPECIFIED WRAPPING SECURED AT TOP AND BOTTOM do AT TWO FOOT INTERVALS. RE: SPECS FOR TIMING RE: FINAL TOP ROOTBALL GRADE PLANT TREE 3" ABOVE FINAL TOP ROOTBALL GRADE p MU,LCHAt�ING, TYP�IIN TURF AREAS. GRADE TO SLOPE AWAY FROM ROOTBALL SPECIFIED BACKFILLAERTILIZER AS PER SPECIFICATIONS REMOVE ALL TWINE AND WARE PULL BURLAP BACK 2/3 MINILIUM UNDISTURBED OR COMPACTED SUBGRADE SETTLING OF ROOTBALL SHALL BE CAUSE FOR REJECTION DECIDUOUS TREE PLANTING 3JIF31 PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 2" HIGHER THAN THE GRADE AT WHICH IT GREW. APPLY SPECIFIED MULCH 4" DEEP. SEE SPECIFICATIONS FOR FERTILIZER APPLICATION IN BACKFILL MIXTURE. DIG PLANT PIT TWICE AS WADE AS THE CONTAINER OR MORE. REMOVE CONTAINER. LOOSEN SIDES OF PLANT PIT AND ROOTBALL. FILL PLANT PIT WITH SPECIFIED SOIL MIX INCLUDING SPECIFIED FERTILIZER. CONCRETE CURB OR SIDEWALK. NOTES: 1. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE CONTAINERS WALL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. 2. HOLD GRADE 1" BELOW EDGE OF WALK OR CURB. THIS DETAIL SHALL ALSO APPLY TO PERENNIAL FLOWERS IN CONTAINER. 3. ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASS OCCURS AT FINISH GRADE OF MULCH LAYER. SHRUB PLANTING DETAIL N.T.S. SHRUB BED W/ SPECIFIED MULCH DEPTH LAWN AS SPECIFIED 1/2" SPECIFIED STEEL EDGING METAL STAKES AS SPECIFIED NOTE: 1. SET ALL EDGING 1/2" ABOVE FINISH GRADE AND MULCH AS SHOWN. EDGING SHALL ABUT ALL CONCRETE CURBS AND WALKS PERPENDICULAR AND FLUSH W/ GRADES OF CONCRETE. ALL JOINTS TO BE SECURELY STAKED. 2. STEEL EDGER TO BE PLACED AT SWALE LOCATIONS IN SEEDED AREAS ONLY. STEEL EDGER DETAIL N.T.S. LANDSCAPE NOTES 1. THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CIVIL, MECHANICAL, ELECTRICAL AND ARCHITECTURAL SITE PLANS TO FORM COMPLETE INFORMATION REGARDING THIS SITE. 2. THE IRRIGATED TURF AREAS, AS WELL AS THE SHRUB BEDS, SHALL BE ROTOTILLED WITH CLASS 1 ORGANIC COMPOST AT A RATE OF 4 CUBIC YARDS PER 1,000 SQUARE FEET. THIS PREPARATION SHALL BE THOROUGHLY INCORPORATED INTO THE TOP 6" OF SOIL. 3. ALL DECIDUOUS TREES ARE TO BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. ANY PLANT NOT MEETING THE LANDSCAPE ARCHITECTS APPROVAL WILL BE REJECTED AT ANY TIME PRIOR TO FINAL ACCEPTANCE. 4. ALL TREES TO BE STAKED OR GUYED AS PER PLANT LIST AND DETAILS. 5. ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. ALL PERENNIAL/ORNAMENTAL GRASS BEDS SHALL BE MULCHED WITH 4" DEPTH WESTERN RED CEDAR WOOD MULCH. DO NOT PLACE FILTER FABRIC UNDER WOOD MULCH. 7. ALL SHRUB BEDS AND MULCH AREAS ADJACENT TO THE BUILDING SHALL BE MULCHED WITH 4" DEPTH SPECIFIED WOOD MULCH. ALL WOOD MULCH SHALL MATCH EXISTING WOOD MULCH ON SITE. B. ALL SHRUB BEDS AND MULCH AREAS ARE TO BE CONTAINED WITH STEEL EDGER W/ ROOLED CAP (NOT REQUIRED AT CURB, WALKS OR BUILDING). 9. REFER TO LANDSCAPE PLAN FOR IRRIGATED SOD BLEND. 10. REFER TO LANDSCAPE PLAN FOR NON -IRRIGATED NATIVE SEED MIX. 11. ALL NEW LANDSCAPE AREAS NOT INCLUDING THE NON -IRRIGATED SEEDING WILL BE WATERED WITH AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. ALL TURF AREAS LESS THAN 25' WILL HAVE A POP-UP SPRAY SYSTEM AND ALL TURF AREAS GREATER THAN 25' WILL HAVE A ROTARY POP- UP SYSTEM PROVIDING HEAD TO HEAD COVERAGE. ALL SHRUB AND PERENNIAL BEDS WILL HAVE FULL COVERAGE WITH DRIP IRRIGATION. ALL TREES IN IRRIGATED TURF AND SEED AREAS SHALL HAVE A SEPARATELY ZONED DRIP SYSTEM. THE IRRIGATION SYSTEM SHALL HAVE A RAIN SENSOR SHUTOFF INSTALLED. THE LANDSCAPE CONTRACTOR SHALL TIE INTO THE EXISTING IRRIGATION SYSTEM ON SITE. THE LANDSCAPE CONTRACTOR SHALL SUPPLY AN IRRIGATION SYSTEM DESIGN AND SUBMITTALS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING IRRIGATION SLEEVING TO ALL NEW LANDSCAPE ISLANDS IN THE PARKING LOT. 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