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HomeMy WebLinkAboutMOUNTAIN VIEW COMMUNITY CHURCH - FDP200020 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE, LANDSCAPE & ELEVATIONS PLANSGENERAL LAND USE DATA EXISTING ZONING E (EMPLOYMENT DISTRICT) EXISTING PARCEL SIZE 126,260 SF (2.899 AC) EXISTING LAND USE EXISTING STRUCTURES AND TWO PARKING LOTS PROPOSED LAND USE PLACE OF WORSHIP (APPROVED SECONDARY USE WITH SEVEN LAKES BUSINESS DISTRICT ODP JUNE 2020) PROPOSED PROJECT LAND USE DATA PROPERTY LIMIT IMPROVEMENTS SITE AREA (AC) SITE AREA (SF) %TOTAL BUILDING (includes phase 2 expansion) 0.86 37,651 30% PARKING AND DRIVEWAY 0.82 35,760 28% LANDSCAPE AREA - (shrub beds & native seeding 0.82 35,836 26% new and existing) CONCRETE WALKS/PLAZAS 0.18 7,683 11% CRUSHER FINES PAVEMENT 0.02 865 1% SPRING CREEK TRAIL AND SPUR 0.12 5,200 4% VEHICLE PARKING* * INFORMATION BELOW IS CALCULATED BASED ON PHASE 1 AND 2 (FULL BUILD OUT) REQUIRED VEHICLE PARKING: MAXIMUM ALLOWED WITH SHARED PARKING AGREEMENT ON PROPERTY: (1 / 4 SEATS) 900 SEATS = 225 SPACES PROVIDED VEHICLE PARKING ON PROPERTY (2330 E. PROSPECT): STANDARD PARKING (9'x19' or 9'x17') 81 COMPACT PARKING (MIN. 8'x15') 9 (40%) HANDI-CAP PARKING 8 TOTAL PROVIDED SPACES = 98 SPACES PROVIDED VEHICLE PARKING OFF PROPERTY: 2290 E. PROSPECT ROAD 40 2310 E. PROSPECT ROAD 51 2362 E. PROSPECT ROAD 27 2500 E. PROSPECT ROAD 102 220 SPACES TOTAL AVAILABLE VEHICLE PARKING 318 SPACES BUILDING DATA: PROPOSED * * INFORMATION BELOW INCLUDES AREAS AND HEIGHTS FOR PHASE 1 AND 2 (FULL BUILD OUT) MAXIMUM BUILDING HEIGHT: 33'-10" NAME STATUS AREA(GROSS) FAR USE BUILDING RENOVATED/NEW 51,271 SF 0.41 PLACE OF WORSHIP BIKE PARKING REQUIRED BIKE PARKING: PLACE OF WORSHIP 1 SPACE / 3,000 SF (0% ENCLOSED / 100% FIXED) 51,271 SF / 3,000 SF = 17 SPACES PROVIDED BIKE PARKING: 33 SPACES (100% FIXED) APPROVED MODIFICATION REQUEST #1 LUC 3.5.3(C)(1), LUC 3.2.2(5)(a), LUC LUC 3.2.2(C)(6), LUC 3.2.2(C)(7): All above code sections relate to pedestrian and/or bicycle connection through site and to offsite areas including public areas/roads. MODIFICATION: No direct sidewalk connection shall be provided to public roadway. APPROVED ALTERNATIVE COMPLIANCE REQUEST #1 LUC 3.2.4(D)(6): Unique areas or neighborhoods within the City may have additional design guidelines for lighting as part of a neighborhood or area plan. The Department can provide information regarding neighborhood or area plans. Natural areas and natural features shall be protected from light and spillage from off-site sources. ALTERNATIVE COMPLIANCE: The building egress exits within Natural Habitat Buffer Zone would have low level lighting installed no more than 18” above finished walking surface. A photocell that would keep the lights off during all hours that light levels (i.e. moonlight) are above 0.5 foot candles. If light levels are below 0.5 foot candles the lights would come on to a 0.5 foot candle level. If the emergency egresses were exited a motion sensor will activate the W WS WS WS WS WS UD UD UD 15'-0" 2 4 3 1 2 1 3 3 1 2 2 2 1 2 4 3 2 1 2 3 1 2 1 1 2 3 2 2 2 3 1 1 2 1 2 2 2 2 2 1 1 1 1 2 2 2 3 1 19'-0" UP 5'-1" 6'-0" 1 2 1 2 3 W WS WS WS WS WS UD UD UD UP UP UP UP 15'-0" 2 4 3 1 2 1 3 3 2 1 2 2 1 2 4 3 2 3 2 1 1 2 1 1 2 3 2 2 2 3 1 1 2 2 1 2 2 2 2 1 1 1 1 2 2 2 3 1 19'-0" A B C G E F D H Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LS501 SITE DETAILS A Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LS502 SITE DETAILS A B C Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LS503 SITE DETAILS 20'-0" FROM HOA ROAD AS LIGHTS ALONG NORTH OF ROAD ARE INTENDED TO LIGHT OFFSITE HOA ROAD AREA 20'-0" 20'-0" REFER TO INSET ENLARGEMENT LI401 AND LI402 W WS WS WS WS WS UD UD UD UP VAN MOUNTAIN VIEW CHURCH BUILDING (2330 E. PROSPECT ROAD) 30'-0" UTILITY EASEMENT REC. NO. 462755 (PLAT) FLOODWAY 500 YEAR FLOODPLAIN EXISTING WETLAND BOUNDARY WATER EDGE 15'-0" TRAIL EASEMENT 24'-0" EMERGENCY ACCESS EASEMENT MOUNTAIN SAGE SCHOOL PARKING AND DROP-OFF EXISTING PARKING LOT SPRING CREEK TRAIL SPRING CREEK CATTAIL CHORUS NATURAL AREA MAIN ENTRANCE DROP-OFF 24'-0" EMERGENCY ACCESS EASEMENT MAIN ENTRANCE 2290 E. PROSPECT ROAD 2310 E. PROSPECT ROAD UNDEVELOPED LOT (CURRENTLY USED FOR MOUNTAIN SAGE SCHOOL PLAYGROUND) 2362 E. PROSPECT ROAD 100' SPRING CREEK/WETLAND BUFFER EXISTING TRAIL CONNECTION FDC LID AREA UTILITY METERS W WS WS WS WS WS UD UD UD UP UP UP UP VAN MOUNTAIN VIEW CHURCH BUILDING (2330 E. PROSPECT ROAD) 30'-0" UTILITY EASEMENT REC. NO. 462755 (PLAT) FLOODWAY 500 YEAR FLOODPLAIN EXISTING WETLAND BOUNDARY WATER EDGE 15'-0" TRAIL EASEMENT 24'-0" EMERGENCY ACCESS EASEMENT MOUNTAIN SAGE SCHOOL PARKING AND DROP-OFF EXISTING PARKING LOT SPRING CREEK TRAIL SPRING CREEK CATTAIL CHORUS NATURAL AREA MAIN ENTRANCE DROP-OFF 24'-0" EMERGENCY ACCESS EASEMENT MAIN ENTRANCE 2290 E. PROSPECT ROAD 2310 E. PROSPECT ROAD UNDEVELOPED LOT (CURRENTLY USED FOR MOUNTAIN SAGE SCHOOL PLAYGROUND) 2362 E. PROSPECT ROAD 100' SPRING CREEK/WETLAND BUFFER EXISTING TRAIL CONNECTION FDC LID AREA UTILITY METERS AND EQUIPMENT 100 YEAR FLOODPLAIN 20'-0" FROM HOA ROAD AS LIGHTS 20'-0" UD UD UD UP EXISTING WETLAND BOUNDARY WATER EDGE 15'-0" TRAIL EASEMENT SPRING CREEK TRAIL CATTAIL CHORUS NATURAL AREA 100' SPRING CREEK/WETLAND BUFFER LID AREA 20' 0 10' 20' 40' N O R T H Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LI401 PHOTOMETRIC ENLARGEMENT PLAN - MOTION SENSORS 20'-0" UD UD UD UP EXISTING WETLAND BOUNDARY WATER EDGE 15'-0" TRAIL EASEMENT SPRING CREEK TRAIL CATTAIL CHORUS NATURAL AREA 100' SPRING CREEK/WETLAND BUFFER LID AREA 20' 0 10' 20' 40' N O R T H Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LI402 PHOTOMETRIC ENLARGEMENT PLAN - 50% DIMMED Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LI501 LIGHTING DETAILS W WS WS WS WS WS UD UD UD UP UP UP UP VAN MOUNTAIN VIEW CHURCH BUILDING (2330 E. PROSPECT ROAD) 30'-0" UTILITY EASEMENT REC. NO. 462755 (PLAT) FLOODWAY 500 YEAR FLOODPLAIN 15'-0" TRAIL EASEMENT 24'-0" EMERGENCY ACCESS EASEMENT MOUNTAIN SAGE SCHOOL PARKING AND DROP-OFF EXISTING PARKING LOT SPRING CREEK TRAIL MAIN ENTRANCE DROP-OFF 24'-0" EMERGENCY ACCESS EASEMENT MAIN ENTRANCE 2290 E. PROSPECT ROAD 2310 E. PROSPECT ROAD UNDEVELOPED LOT (CURRENTLY USED FOR MOUNTAIN SAGE SCHOOL PLAYGROUND) 2362 E. PROSPECT ROAD 100' SPRING CREEK/WETLAND BUFFER EXISTING TRAIL CONNECTION FDC LID AREA UTILITY METERS AND EQUIPMENT 100 YEAR FLOODPLAIN 1 2 3 4 5 7 6 8 WATER BUDGET CHART* HYDROZONE AREA(S.F.) WATER NEED (GAL./S.F.) ANNUAL WATER USE (GAL.) HIGH 0 SF 18 GAL./SF 0 GAL. MODERATE 3,227 SF 10 GAL./SF 32,270 GAL. LOW 16,734 SF 3 GAL./SF 50,202 GAL. TOTAL WATER USE = 82,472 GAL. TOTAL NEW LANDSCAPE AREA = 16,962 SF GALLONS PER S.F. = 4.8 GAL./SF GENERAL LANDSCAPE NOTES: 1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE – FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. 2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. 3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132. 5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 6. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. 7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. 8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. W WS WS WS WS WS UD UD UD UP VAN MOUNTAIN VIEW CHURCH BUILDING (2330 E. PROSPECT ROAD) 30'-0" UTILITY EASEMENT REC. NO. 462755 (PLAT) FLOODWAY 500 YEAR FLOODPLAIN EXISTING WETLAND BOUNDARY WATER EDGE 15'-0" TRAIL EASEMENT 24'-0" EMERGENCY ACCESS EASEMENT MOUNTAIN SAGE SCHOOL PARKING AND DROP-OFF EXISTING PARKING LOT SPRING CREEK TRAIL CATTAIL CHORUS NATURAL AREA MAIN ENTRANCE DROP-OFF 24'-0" EMERGENCY ACCESS EASEMENT MAIN ENTRANCE 2290 E. PROSPECT ROAD 2310 E. PROSPECT ROAD UNDEVELOPED LOT (CURRENTLY USED FOR MOUNTAIN SAGE SCHOOL PLAYGROUND) 2362 E. PROSPECT ROAD 100' SPRING CREEK/WETLAND BUFFER EXISTING TRAIL CONNECTION FDC LID AREA UTILITY METERS AND EQUIPMENT 100 YEAR FLOODPLAIN CONCRETE RETAINING WALL WITH STONE VENEER (REFER TO CIVIL PLANS AND DETAILS W WS WS WS WS WS UD UD UD UP UP UP UP UP VAN MOUNTAIN VIEW CHURCH BUILDING (2330 E. PROSPECT ROAD) 30'-0" UTILITY EASEMENT REC. NO. 462755 (PLAT) FLOODWAY 500 YEAR FLOODPLAIN EXISTING WETLAND BOUNDARY WATER EDGE 15'-0" TRAIL EASEMENT 24'-0" EMERGENCY ACCESS EASEMENT MOUNTAIN SAGE SCHOOL PARKING AND DROP-OFF EXISTING PARKING LOT SPRING CREEK TRAIL CATTAIL CHORUS NATURAL AREA MAIN ENTRANCE DROP-OFF 24'-0" EMERGENCY ACCESS EASEMENT MAIN ENTRANCE 2290 E. PROSPECT ROAD 2310 E. PROSPECT ROAD UNDEVELOPED LOT (CURRENTLY USED FOR MOUNTAIN SAGE SCHOOL PLAYGROUND) 2362 E. PROSPECT ROAD 100' SPRING CREEK/WETLAND BUFFER EXISTING TRAIL CONNECTION FDC LID AREA UTILITY METERS AND EQUIPMENT 100 YEAR FLOODPLAIN A B C D E F Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LP501 LANDSCAPE DETAILS W WS WS WS UD UD UP UP UP UP 500 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN FLOODWAY SPRING CREEK SPRING CREEK TRAIL WATER EDGE EXISTING WETLAND BOUNDARY MOUNTAIN SAGE SCHOOL EXISTING PLAYGROUND EAST PROSPECT ROAD MOUNTAIN VIEW CHURCH BUILDING TRI-LIFE CATTAIL CHORUS NATURAL AREA 100' SPRING CREEK/WETLAND BUFFER VAN LID LID 4" CONCRETE, SAWCUT JOINTS, STANDARD GRAY, MEDIUM BROOM FINISH CRUSHED LIMESTONE PAVEMENT PROPERTY LINE LIMIT OF WORK LINE EASEMENT FLOODWAY 100 YEAR FLOODPLAIN 500 YEAR FLOODPLAIN WATER EDGE WETLAND BOUNDARY 100' SPRING CREEK/WETLAND BUFFER CONCRETE EDGER BIKE RACK PATIO TABLE & CHAIRS (BY OWNER) BENCH (BY OWNER) LOW WALL, WALL PACK, RECESSED CAN, POLE LIGHT EXISTING TREES EXISTING SHRUBS SITE LEGEND: SITE PLAN NOTES: 1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. EXTERIOR MATERIAL LEGEND MASONRY VENEER - TYPE 1 PRAIRE STONE - SMOKE NOTE: ALL EXPOSED ELECTRICAL, PLUMBING, AND MECHANICAL EQUIPMENT AND METERS ARE TO BE SCREENED OR OTHERWISE PAINTED TO MATCH THE BUILDING. MASONRY VENEER - TYPE 2 CHISELED LIMESTONE - CREAM STUCCO FINISH - TYPE 1 FIELD COLOR STUCCO FINISH - TYPE 2 ACCENT COLOR METAL FACIA, SCREEN WALL & STOREFRONT COLOR: DARK BRONZE EX. PHASE 1, EAVE 115' - 10 1/2" EX. PHASE 3, T.O. PARAPET 133' - 10" EX. PHASE 3, SECOND FLOOR 117' - 0" EX. PHASE 2, PARAPET 113' - 8" MECH. UNITS STRUC. FRAME 115' - 10" EXISTING PRECAST CONCRETE FINISH EXISTING STUCCO FINISH EXISTING PRECAST 6'FINISH - 0" CONCRETE 2' - 0" 01 - FIRST FLOOR PLAN 100' - 0" EX. PHASE 3, T.O. PARAPET 133' - 10" EX. PHASE 3, SECOND FLOOR 117' - 0" EXISTINGFINISH PRECAST CONCRETE FINISH EXISTING PRECAST CONCRETE NEW ENTRY CANOPY WITH STAINED CEDAR SOFFIT 01 - FIRST FLOOR PLAN 100' - 0" EX. PHASE 1, EAVE 115' - 10 1/2" EX. PHASE 3, T.O. PARAPET 133' - 10" EX. PHASE 3, SECOND FLOOR 117' - 0" EX. PHASE 2, PARAPET 113' - 8" EXISTING PRECAST CONCRETE FINISH EXISTING STUCCO FINISH NEW METAL SCREEN WALL 01 - FIRST FLOOR PLAN 100' - 0" EX. PHASE 1, EAVE 115' - 10 1/2" EXTERIOR MATERIAL LEGEND MASONRY VENEER - TYPE 1 PRAIRE STONE - SMOKE NOTE: ALL EXPOSED ELECTRICAL, PLUMBING, AND MECHANICAL EQUIPMENT AND METERS ARE TO BE SCREENED OR OTHERWISE PAINTED TO MATCH THE BUILDING. MASONRY VENEER - TYPE 2 CHISELED LIMESTONE - CREAM STUCCO FINISH - TYPE 1 FIELD COLOR STUCCO FINISH - TYPE 2 ACCENT COLOR METAL FACIA, SCREEN WALL & STOREFRONT COLOR: DARK BRONZE 03 - ROOF PLAN 131' - 6" 01 - FIRST FLOOR PLAN 100' - 0" MEZZANINE 111' - 0" PHASE 4 - LOW ROOF 126' - 8" MECH. UNITS STRUC. FRAME 115' - 10" MASONRY VENEER TYPE 1 STUCCO FIELD COLOR MASONRY VENEER TYPE 2 STUCCO FIELD COLOR STUCCO ACCENT COLOR PRE-FINISHED METAL PANEL PRE-FINISHED METAL FASCIA EXISTING STUCCO FINISH EXISTING PRECAST CONCRETE FINISH EXISTING STUCCO FINISH NEW ENTRY CANOPY WITH STAINED CEDAR SOFFIT G G 01 - FIRST FLOOR PLAN 100' - 0" EX. PHASE 3, T.O. PARAPET 133' - 10" EX. PHASE 3, SECOND FLOOR 117' - 0" EXISTING PRECAST CONCRETE FINISH EXISTING PRECAST CONCRETE FINISH NEW ENTRY CANOPY WITH STAINED CEDAR SOFFIT 03 - ROOF PLAN 131' - 6" 01 - FIRST FLOOR PLAN 100' - 0" EX. PHASE 1, EAVE 115' - 10 1/2" EX. PHASE 3, T.O. PARAPET 133' - 10" EX. PHASE 2, PARAPET 113' - 8" PHASE 4 - LOW ROOF 126' - 8" DN DN DN DW DN DN DW 0 1/2 " 1" 2" 6 5 4 3 2 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: 1 E © alm2s 2015 NOT FOR CONSTRUCTION SD REVIEW SET - 2020-04-29 10/07/2020 9:49:57 AM 0000-Project-SD.rvt PLANNING SITE PLAN DIAGRAM 2013 Author 2020 / 10 / 07 X2.0 2330 EAST PROSPECT ROAD FORT COLLINS, COLORADO MOUNTAIN VIEW COMMUNITY CHURCH NO ISSUE DATE SCALE: N 1" = 20'-0" SITE PLAN, PHASE 2 SCALE: N 1" = 20'-0" SITE PLAN, PHASE 1 View from the west parking lot View from the Northwest View from the North View from the east parking lot View from the Southeast View from the South View from the west parking lot View from the Northwest View from the North 0 1/2 " 1" 2" 6 5 4 3 2 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: 1 E © alm2s 2015 NOT FOR CONSTRUCTION SD REVIEW SET - 2020-04-29 10/07/2020 10:27:05 AM 0000-Project-SD.rvt PLANNING PERSPECTIVES 2013 Author 2020 / 10 / 07 X2.1 2330 EAST PROSPECT ROAD FORT COLLINS, COLORADO MOUNTAIN VIEW COMMUNITY CHURCH NO ISSUE DATE Phase 1, View from East Parking Lot Phase 1, View from North Phase 1, View from Northwest Phase 1, View from South Phase 1, View from Southeast Phase 1, View from West Parking Lot Phase 2, View from East Parking Lot Phase 2, View from North Phase 2, View from Northwest Phase 2, View from South Phase 2, View from Southeast Phase 2, View from West Parking Lot View from the east parking lot View from the View from the South Southeast MECH. UNITS STRUC. FRAME 115' - 10" EXISTING STUCCO FINISH MASONRY VENEER TYPE 2 PRE-FINISHED METAL FASCIA EXISTING PRECAST CONCRETE FINISH METAL ROOF SCREEN STUCCO FIELD COLOR EXISTING PRECAST CONCRETE FINISH 03 - ROOF PLAN 131' - 6" 01 - FIRST FLOOR PLAN 100' - 0" EX. PHASE 3, T.O. PARAPET 133' - 10" EX. PHASE 3, SECOND FLOOR 117' - 0" PHASE 4 - LOW ROOF 126' - 8" MASONRYCOLOR VENEER TYPE 2 MASONRY VENEER TYPE 1 STUCCO FIELD STUCCO FIELD COLOR STUCCO ACCENT COLOR PRE-FINISHED METAL FASCIA PRE-FINISHED METAL PANEL EXISTING PRECAST CONCRETE FINISH 33' - 5". STUCCO FIELD COLOR EXISTING STUCCO FINISH MASONRY VENEER TYPE 1 STUCCO FIELD COLOR MASONRY VENEER TYPE 2 PRE-FINISHED METAL FASCIA NEW ENTRY CANOPY WITH STAINED CEDAR SOFFIT EXPOSED STEEL MEMBERS, PAINTED DARK BRONZE TO MATCH STOREFRONT NEW ENTRY CANOPY WITH STAINED CEDAR SOFFIT NEW ENTRY CANOPY WITH STAINED CEDAR SOFFIT 0 1/2 " 1" 2" 6 5 4 3 2 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: 1 E © alm2s 2015 NOT FOR CONSTRUCTION SD REVIEW SET - 2020-04-29 10/07/2020 11:17:47 AM 0000-Project-SD.rvt BUILDING PLANNING ELEVATIONS, PHASE 2 2013 Author 2020 / 10 / 07 X4.1B 2330 EAST PROSPECT ROAD FORT COLLINS, COLORADO MOUNTAIN VIEW COMMUNITY CHURCH NO ISSUE DATE X4.1B SCALE:1/8" = 1'-0" 1 WEST ELEVATION, PLANNING ELEV. X4.1B SCALE:1/8" = 1'-0" 2 EAST ELEVATION, PLANNING ELEV. X4.1B SCALE:1/8" = 1'-0" 3 NORTH ELEVATION, PLANNING ELEV. X4.1B SCALE:1/8" = 1'-0" 4 SOUTH ELEVATION, PLANNING ELEV. EX. PHASE 3, T.O. PARAPET 133' - 10" EX. PHASE 3, SECOND FLOOR 117' - 0" EX. PHASE 2, PARAPET 113' - 8" MASONRY VENEER TYPE 1 STUCCO FIELD COLOR MASONRY VENEER TYPE 2 PRE-FINISHED METAL FASCIA EXISTING PRECAST CONCRETE FINISH EXISTING STUCCO FINISH NEW ENTRY CANOPY WITH STAINED CEDAR SOFFIT EXPOSED STEEL MEMBERS, PAINTED DARK BRONZE TO MATCH STOREFRONT NEW ENTRY CANOPY WITH STAINED CEDAR SOFFIT 0 1/2 " 1" 2" 6 5 4 3 2 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: 1 E © alm2s 2015 NOT FOR CONSTRUCTION SD REVIEW SET - 2020-04-29 10/07/2020 11:16:00 AM 0000-Project-SD.rvt BUILDING PLANNING ELEVATIONS, PHASE 1 2013 Author 2020 / 10 / 07 X4.1A 2330 EAST PROSPECT ROAD FORT COLLINS, COLORADO MOUNTAIN VIEW COMMUNITY CHURCH NO ISSUE DATE X4.1A SCALE:1/8" = 1'-0" 1 WEST ELEVATION, PHASE 1, PLANNING ELEV. X4.1A SCALE:1/8" = 1'-0" 2 EAST ELEVATION, PHASE 1, PLANNING ELEV. X4.1A SCALE:1/8" = 1'-0" 3 NORTH ELEVATION, PHASE 1, PLANNING ELEV. X4.1A SCALE:1/8" = 1'-0" 4 SOUTH ELEVATION, PHASE 1, PLANNING ELEV. 6. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 7. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 8. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 9. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 10. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 11. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 12. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 13. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH UNIT/APARTMENT BUILDING. 14. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 15. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 16. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. FLOODPLAIN NOTES 1. PORTIONS OF THIS PROJECT ARE LOCATED WITHIN THE FEMA REGULATED 100-YEAR SPRING CREEK FLOODPLAIN AND FLOODWAY. THIS PROPERTY IS ALSO WITHIN THE POUDRE RIVER 500-YEAR FLOODPLAIN AND IS SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE CITY CODE. 2. ALL DEVELOPMENT (CURB & GUTTER, PAVEMENT, GRADING, FILL, PARKING LOTS, UTILITIES, LANDSCAPING, ETC.) WITHIN THE FEMA REGULATORY FLOODPLAIN MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT AND APPLICABLE FEES. 3. A NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E. CURB CUT, CURB & GUTTER, UTILITY WORK, LANDSCAPING, ETC.) 4. ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS SHOWN ON THIS DRAWING ARE PER VERTICAL CONTROL DATUM NAVD 88. 5. NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR AT ANY TIME IN THE FLOODWAY BEFORE, DURING OR AFTER CONSTRUCTION. 6. ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G. PICNIC TABLE, BIKE RACKS, ETC.) MUST BE ANCHORED. 7. CRITICAL FACILITIES ARE PROHIBITED IN THE POUDRE RIVER 500-YEAR FLOODPLAIN. 8. BUILDING REMOVED FROM FLOODPLAIN PER FEMA LOMA CASE NO. 19 08 0473A DATED 03/27/2019. 30' 0 15' 30' 60' N O R T H Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LS100 OVERALL SITE PLAN - PHASE 2 CONCRETE RETAINING WALL WITH STONE VENEER (REFER TO CIVIL PLANS AND DETAILS FOR MORE INFORMATION) 5'-4" 7'-1" 6'-0" 7'-9" LEVEL SPREADER (REFER TO CIVIL PLANS AND DETAILS FOR MORE INFORMATION). 1. CONTRACTOR SHALL TAKE CARE NOT TO OVER EXCAVATE WHEN REMOVING THE TURF IN VICINITY OF THE EXISTING TREE ROOT ZONES. 2. NO TRUCKS OR HEAVY EQUIPMENT SHALL BE USED FOR CONSTRUCTION OF THE LEVEL SPREADER. MATERIALS SHALL BE REMOVED AND PLACED BY MANUAL LABOR SO AS NOT TO DISTURB EXISTING TREES. 7'-9" 8'-2" ALL TREES ADJACENT TO FIRE PIT SHALL MAINTAIN MINIMUM OF 10'-0" CLEARANCE FROM FIRE PIT. LANDSCAPE LEGEND: PROPERTY LINE LIMIT OF WORK EASEMENT FLOODWAY 100 YEAR FLOODPLAIN 500 YEAR FLOODPLAIN WATER EDGE WETLAND BOUNDARY SHRUB BED WITH 3" DEPTH SHREDDED CEDAR MULCH (NO WEED BARRIER) UPLAND SEED MIX (REFER TO SCHEDULE) DETENTION BASIN SEED MIX (REFER TO SCHEDULE) EXISTING TREES AND SHRUBS NETLEAF HACKBERRY TEXAS RED OAK BUR OAK THINLEAF ALDER SASKATOON SERVICEBERRY GOLDEN CURRANT WHITE SNOWBERRY NANNYBERRY BLOND AMBITION BLUE GRAMA SWITCHGRASS PRAIRIE DROP SEED SOAPWEED REFER TO LP100 FOR COMPLETE PLANT SCHEDULE GOLDSPIRE GINKO TREE COLUMNAR BLUE SPRUCE FOURWING SALTBUSH SANDCHERRY DWARF RABBIRBRUSH TALL GREEN RABBITBRUSH JUNE BRIDE MOCK ORANGE MOUNTAIN NINEBARK PAWNEE BUTTES WESTERN SAND CHERRY 20' 0 10' 20' 40' N O R T H Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LP102 LANDSCAPE PLAN - PHASE 2 FOR MORE INFORMATION) 5'-4" 7'-1" 6'-0" 7'-9" LEVEL SPREADER (REFER TO CIVIL PLANS AND DETAILS FOR MORE INFORMATION). 1. CONTRACTOR SHALL TAKE CARE NOT TO OVER EXCAVATE WHEN REMOVING THE TURF IN VICINITY OF THE EXISTING TREE ROOT ZONES. 2. NO TRUCKS OR HEAVY EQUIPMENT SHALL BE USED FOR CONSTRUCTION OF THE LEVEL SPREADER. MATERIALS SHALL BE REMOVED AND PLACED BY MANUAL LABOR SO AS NOT TO DISTURB EXISTING TREES. 7'-9" 8'-2" ALL TREES ADJACENT TO FIRE PIT SHALL MAINTAIN MINIMUM OF 10'-0" CLEARANCE FROM FIRE PIT. LANDSCAPE LEGEND: PROPERTY LINE LIMIT OF WORK EASEMENT FLOODWAY 100 YEAR FLOODPLAIN 500 YEAR FLOODPLAIN WATER EDGE WETLAND BOUNDARY SHRUB BED WITH 3" DEPTH SHREDDED CEDAR MULCH (NO WEED BARRIER) UPLAND SEED MIX (REFER TO SCHEDULE) DETENTION BASIN SEED MIX (REFER TO SCHEDULE) EXISTING TREES AND SHRUBS NETLEAF HACKBERRY TEXAS RED OAK BUR OAK THINLEAF ALDER SASKATOON SERVICEBERRY GOLDEN CURRANT WHITE SNOWBERRY NANNYBERRY BLOND AMBITION BLUE GRAMA SWITCHGRASS PRAIRIE DROP SEED SOAPWEED REFER TO LP100 FOR COMPLETE PLANT SCHEDULE GOLDSPIRE GINKO TREE COLUMNAR BLUE SPRUCE FOURWING SALTBUSH SANDCHERRY DWARF RABBIRBRUSH TALL GREEN RABBITBRUSH JUNE BRIDE MOCK ORANGE MOUNTAIN NINEBARK PAWNEE BUTTES WESTERN SAND CHERRY 20' 0 10' 20' 40' N O R T H Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LP101 LANDSCAPE PLAN - PHASE 1 12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. 14. ALL TREES ADJACENT TO EAE SHALL MAINTAIN A LIMB HEIGHT OF 14'-0" FOR EMERGENCY TRUCK CLEARANCE. SOIL AMENDMENT: 1. SOD AREAS: 4 C.Y. PER 1,000 S.F. OF COMPOST TILLED INTO 4" OF EXISTING SOIL. APPLY DIAMONIUM PHOSPHATE (18-46-0) AT ONE HUNDRED (100) POUNDS NITROGEN PER ACRE. SHRUB AND PLANTING BEDS - 4" OF COMPOST TILLED INTO 6" OF EXISTING SOIL. 2. ACCEPTABLE PRODUCT: CLASS I COMPOST. COMPOSTED MATERIAL SHALL CONSIST OF AGED ORGANIC MATTER, FREE OF WEED OR OTHER NOXIOUS PLANT SEEDS, LUMPS, STONES, OR OTHER FOREIGN CONTAMINANTS HARMFUL TO PLANT LIFE, AND HAVING THE FOLLOWING CHARACTERISTICS BASED ON A NUTRIENT TEST PERFORMED NO LONGER THAN 3 MONTHS PRIOR TO ITS INCORPORATION INTO THE PROJECT: A. ORGANIC MATTER: 25% MINIMUM. B. SALT CONTENT: 5.0 MMHOS/CM MAXIMUM C. PH: 7.5 MAXIMUM. D. CARBON TO NITROGEN RATIO OF 10:1 TO 20:1 NATIVE SEED MIX NOTES: 1. PREPARE EXISTING TURF AREA ALONG NORTH SIDE OF BUILDING IN THE FOLLOWING MANNER: 1.1. IRRIGATE EXISTING BLUEGRASS WELL, AREA TO BE IN GOOD GROWING CONDITION AT TIME OF GLYPHOSATE TREATMENT. 1.2. APPLY GLYPHOSATE PRODUCT WITH HERBICIDE AS REQUIRED TO MITIGATE EXISTING WEEDS. 1.3. APPLY SECOND APPLICATION OF GLYPHOSATE 10-14 DAYS AFTER FIRST APPLICATION. (GLYPHOSATE APPLICATION SHOULD TAKE APPROXIMATELY 3 WEEKS.) 1.4. MOW CONVERSION AREA TO 2-3 INCHES IN HEIGHT. 1.5. AERATE WITH 2-3 INCH PLUG - MINIMUM OF 3 PASSES AT DIFFERENT ANGLES. 1.6. BROADCAST ( ALONG SIDEWALK/TRAILS/BUILDING/TREES) AND DRILL SEED MAIN AREA. DRILL SEED THE AREA TWICE IN PERPENDICULAR DIRECTIONS USING HALF THE SEED IN EACH DIRECTION. DRILL DEPTH SHOULD BE .25 - .5 INCHES. 1.7. DRAG ENTIRE AREA WITH DRAG MAT. 2. IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY ENVIRONMENTAL PLANNER. 3. APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). 4. DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN 1/2 INCH DEPTH. FOR BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. 5. AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW OR OTHER APPROPRIATE METHODS AND PROVIDED TEMPORARY IRRIGATION UNTIL SEED IS ESTABLISHED. 6. CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. NATIVE SEED MAINTENANCE: 1. THE APPROVED SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. 1.1. DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH. 1.2. MOW NO MORE THAN 3-4 TIMES PER YEAR - TYPICALLY LATE MAY, LATE JULY AND LATE SEPTEMBER 2. IRRIGATION SHALL BE PROVIDED 12" ANNUALLY WITH .5-.75" PER IRRIGATION EVENT. 3. WEED CONTROL – FALL AND/OR SPRING APPLICATION OF CONFRONT + QUICKSILVER, IF NEEDED. 3.1. POST-EMERGENTS: NATIVEKLEAN, CAPSTONE, AND MILESTONE. 3.2. DEPENDING ON SPECIFIC WEEDS AND PRESSURE, A PRE-EMERGENT MAY ALSO BE NEEDED. 4. AERATION - NONE. 5. FETILIZER - NONE. 6. NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT TOTAL COVER IS REACHED WITH NO LARGER THAN ONE FOOT SQUARE BARE SPOTS AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES. LANDSCAPE LEGEND: PROPERTY LINE LIMIT OF WORK EASEMENT FLOODWAY 100 YEAR FLOODPLAIN 500 YEAR FLOODPLAIN WATER EDGE WETLAND BOUNDARY SHRUB BED WITH 3" DEPTH SHREDDED CEDAR MULCH (NO WEED BARRIER) EXISTING TREES AND SHRUBS UPLAND SEED MIX (Drill rate: 14 lbs/ac, Broadcast: 28 lbs/ac) COMMON NAME SCIENTIFIC NAME PLS/AC BUFFALOGRASS, TEXOKA BOUTELOUA DACTYLOIDES 4.00 BLUE GRAMA BOUTELOUA GRACILIS 4.00 SAND DROPSEED SPOOBOLUS CRYPTANDRUS 2.00 WESTERN WHEATGRASS, ARRIBA PASCOPYRUM SMITHII 6.00 SIDEOATS GRAMA, BUTTE BOUTELOUA CURTIPENDULA 6.00 GREEN NEEDLEGRASS NASSELLA VIRIDULA 6.00 DETENTION BASIN SEED MIX (Drill rate: 14.54 lbs/ac, Broadcast rate: 29.08 lbs/ac) COMMON NAME SCIENTIFIC NAME PLS/AC PLAINS COREOPSIS COREOPSIS TINCTORIA 0.17 WHITE PRAIRIE CLOVER DALEA CANDIDA 0.65 PURPLE PRAIRIE CLOVER DALEA PURPUREA 0.81 INDIAN BLANKETFLOWER GAILLARDIA ARISTATA 1.85 MEXICAN HAT RATIBIDA COLUMNIFERA 0.2 FRINGED SAGE ARTEMESIA FRIGIDA 0.47 INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 1.13 SIDEOATS GRAMA BOUTELOUA CURTIPENDULA1.15 BUFFALOGRASS BOUTELOUA DACTYLOIDES 3.27 BLUE GRAMA BOUTELOUA GRACILIS 0.25 INLAND SALTGRASS DISTICHLIS STRICTA 0.35 BOTTLEBRUSH SQUIRRELTAIL ELYMUS ELYMOIDES 0.95 STREAMBANK WHEATGRASS ELYMUS LANCEOLATUS SSP. 1.36 PRAIRIE JUNEGRASS KOELERIA MACRANTHA 0.08 WESTERN WHEATGRASS PASCOPYRUM SMITHII 1.61 LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 0.7 *BREAKDOWN OF NEW LANDSCAPE AREAS: MODERATE = HALF OF SHRUB BEDS & LOW = SEED AREAS + HALF OF SHRUB BED LANDSCAPE SCHEDULE: PHASE 1 QUANTITY SYMBOL BOTANIC NAME COMMON NAME SIZE HEIGHT SPREAD DECIDUOUS TREES 1 (4.5%) CELTIS RETICULATA NETLEAF HACKBERRY 3" CAL./B&B 40-60' 40-60' (mitigation tree) 5 (22.7%) UERCUS BUCKLEYI TEXAS RED OAK 3" CAL./B&B 60-75' 50-60' (mitigation tree) 4 (18.2%) QUERCUS MACROCARPA BUR OAK 3" CAL./B&B 50-60' 35-45' (mitigation tree) ORNAMENTAL TREES 2 (9.1%) ALNUS INCANA TENUIFOLIA THINLEAF ALDER 1.5" CAL. 15-20' 15-20' 3 (13.6%) AMELANCHIER ALNIFOLIA SASKATOON SERVICEBERRY 1.5" CAL. 8-10' 10' (MULTI-STEM) 6 (27.2%) GINKO BILOBA 'GOLDSPIRE' GOLDSPIRE GINKO TREE 1.5" CAL. 14-16' 5' EVERGREEN TREES 1 (4.5%) PICEA PUNGENS 'FASTIGIATA' COLUMNAR COLORADO SPRUCE 8' HT. 40' 10' (mitigation tree) DECIDUOUS SHRUBS 6 ATRIPLEX CANESCENS FOURWING SALTBUSH 5 GAL. 3-6' 4-8' 12 CERASUS PUMILA BESSEYI SANDCHERRY 5 GAL. 5-6' 5-6' 6 CHRYSOTHAMNUS NAUSEOSUS DWARF RABBITBRUSH 5 GAL. 2' 2-3' 10 CHRYSOTHAMNUS NAUSEOSUS TALL GREEN RABBITBRUSH 5 GAL. 4-6' 6' 'GRAVEOLENS' 19 PHILADELPHUS MICROPHYLLUS JUNE BRIDE MOCK ORANGE 5 GAL. 4-6' 4-6' 'JUNE BRIDE' 34 PHYSOCARPUS MONOGYNUS MOUNTAIN NINEBARK 5 GAL. 3-4' 3-4' 56 PRUNUS BESSEYI PAWNEE BUTTES WESTERN 5 GAL. 1-2' 5-6' 'PAWNEE BUTTES' SAND CHERRY 37 RIBES AUREUM GOLDEN CURRANT 5 GAL. 3-6' 3-6' 9 SYMPHORICARPUS ALBUS WHITE SNOWBERRY 5 GAL. 4-5' 5-7' 14 VIBURNUM LENTAGO NANNYBERRY 5 GAL. 12-16' 8-12' EVERGREEN SHRUBS 7 PICEA PUNGENS 'GLOBOSA' DWARF GLOBE SPRUCE 5 GAL. 3-5' 3-6' ORNAMENTAL GRASSES 41 BOUTELOUA GRACILIS BLOND AMBITION BLUE GRAMA 1 GAL. 20-24" 20-24" 'BLOND AMBITION' 46 CALAMAGROSTIS BRACHYTRICHA KOREAN FEATHER REED GRASS 1 GAL. 3-4' 3' 22 PANICUM VIRGATUM SWITCHGRASS 1 GAL. 3' 3' 96 SPOROBOLUS HETEROLEPIS PRAIRIE DROP SEED 1 GAL. 1.5-2' 18-24" PERENNIALS 6 YUCCA GLAUCA SOAPWEED 5 GAL. 4' 4' LANDSCAPE SCHEDULE: PHASE 2 QUANTITY SYMBOL BOTANIC NAME COMMON NAME SIZE HEIGHT SPREAD DECIDUOUS TREES 1 (4.1%) CELTIS RETICULATA NETLEAF HACKBERRY 3" CAL./B&B 40-60' 40-60' (mitigation tree) 5 (22.7%) UERCUS BUCKLEYI TEXAS RED OAK 3" CAL./B&B 60-75' 50-60' (mitigation tree) 4 (16.7%) QUERCUS MACROCARPA BUR OAK 3" CAL./B&B 50-60' 35-45' (mitigation tree) ORNAMENTAL TREES 4 (16.7%) ALNUS INCANA TENUIFOLIA THINLEAF ALDER 1.5" CAL. 15-20' 15-20' 3 (12.5%) AMELANCHIER ALNIFOLIA SASKATOON SERVICEBERRY 1.5" CAL. 8-10' 10' (MULTI-STEM) 6 (25%) GINKO BILOBA 'GOLDSPIRE' GOLDSPIRE GINKO TREE 1.5" CAL. 14-16' 5' EVERGREEN TREES 1 (4.1%) PICEA PUNGENS 'FASTIGIATA' COLUMNAR COLORADO SPRUCE 8' HT. 40' 10' (mitigation tree) DECIDUOUS SHRUBS 6 ATRIPLEX CANESCENS FOURWING SALTBUSH 5 GAL. 3-6' 4-8' 6 CERASUS PUMILA BESSEYI SANDCHERRY 5 GAL. 5-6' 5-6' 6 CHRYSOTHAMNUS NAUSEOSUS DWARF RABBITBRUSH 5 GAL. 2' 2-3' 10 CHRYSOTHAMNUS NAUSEOSUS TALL GREEN RABBITBRUSH 5 GAL. 4-6' 6' 'GRAVEOLENS' 19 PHILADELPHUS MICROPHYLLUS JUNE BRIDE MOCK ORANGE 5 GAL. 4-6' 4-6' 'JUNE BRIDE' 29 PHYSOCARPUS MONOGYNUS MOUNTAIN NINEBARK 5 GAL. 3-4' 3-4' 54 PRUNUS BESSEYI PAWNEE BUTTES WESTERN 5 GAL. 1-2' 5-6' 'PAWNEE BUTTES' SAND CHERRY 38 RIBES AUREUM GOLDEN CURRANT 5 GAL. 3-6' 3-6' 9 SYMPHORICARPUS ALBUS WHITE SNOWBERRY 5 GAL. 4-5' 5-7' 6 VIBURNUM LENTAGO NANNYBERRY 5 GAL. 12-16' 8-12' EVERGREEN SHRUBS 7 PICEA PUNGENS 'GLOBOSA' DWARF GLOBE SPRUCE 5 GAL. 3-5' 3-6' ORNAMENTAL GRASSES 41 BOUTELOUA GRACILIS BLOND AMBITION BLUE GRAMA 1 GAL. 20-24" 20-24" 'BLOND AMBITION' 44 CALAMAGROSTIS BRACHYTRICHA KOREAN FEATHER REED GRASS 1 GAL. 3-4' 3' 22 PANICUM VIRGATUM SWITCHGRASS 1 GAL. 3' 3' 106 SPOROBOLUS HETEROLEPIS PRAIRIE DROP SEED 1 GAL. 1.5-2' 18-24" PERENNIALS 14 YUCCA GLAUCA SOAPWEED 5 GAL. 4' 4' Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LP100 LANDSCAPE SCHEDULE AND NOTES 9 10 11 12 13 14 15 16 17 18 19 20 22 21 24 23 25 ALL EXISTING TREES AND LANDSCAPING NOT IDENTIFIED FOR REMOVAL TO REMAIN AND BE PROTECTED IN PLACE 27 28 29 30 26 ALL EXISTING TREES AND LANDSCAPING NOT IDENTIFIED FOR REMOVAL TO REMAIN AND BE PROTECTED IN PLACE TREE PROTECTION NOTES: 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. 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. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. 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 (½) 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. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT 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. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8. 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) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 Over 19 15 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY." TREE MITIGATION CHART TREE SPECIES DIAMETER CONDITION ACTION MITI. TREES REQ'D NOTES 1 PONDEROSA 17" FAIR PROTECT 2.5 2 PONDEROSA 14" FAIR PROTECT 2 3 RUSSIAN OLIVE 3 STEMS (7"-12") FAIR PROTECT 1.5 4 PONDEROSA 16" FAIR + PROTECT 2.5 5 MUGO PINE 20 STEMS GOOD PROTECT 2 6 SPRUCE 14" FAIR - PROTECT 2 7 WILLOW 26.5" FAIR PROTECT 2.5 8 SPRUCE 16" FAIR PROTECT 2 9 PINYON MULTI-STEM FAIR - REMOVE 1.5 10 HONEYLOCUST 9" FAIR - REMOVE 1.5 11 ASH 14" FAIR PROTECT 1.5 12 JUNIPERS (5) 4"-10" FAIR REMOVE 2.5 FOR ALL 5 REMOVED 13 HACKBERRY 3" FAIR REMOVE 1 14 ASH 12" FAIR REMOVE 1.5 15 ASH 6" FAIR REMOVE 1 16 ASH 12" FAIR PROTECT 1.5 17 COTTONWOOD 17" POOR REMOVE 0 18 COTTONWOOD 20" FAIR - REMOVE 2 19 PINYON 14" GOOD PROTECT 2.5 20 SPRUCE 15" FAIR + PROTECT 2.5 21 MUGO PINE 15 STEMS FAIR PROTECT 1.5 22 MUGO PINE 15 STEMS FAIR PROTECT 1.5 23 MUGO PINE 12" FAIR + PROTECT 2 24 MUGO PINE 26" MULTI-STEM FAIR + PROTECT 2 25 MUGO PINE (4) MULTI STEM FAIR + PROTECT 1.5 26 PONDEROSA 17" FAIR + PROTECT 2.5 27 COTTONWOOD 26" FAIR PROTECT 2.5 28 COTTONWOOD 25" FAIR PROTECT 2.5 29 AUSTRIAN PINE 11" FAIR - PROTECT 1.5 30 PINYON PINE 7" (BELOW 4') FAIR PROTECT 1.5 TOTAL MITIGATION TREES REQUIRED: 11 TOTAL MITIGATION TREES PROVIDED: 11 TREE MITIGATION LEGEND: PROTECT EXISTING TREE REMOVE EXISTING TREE SHRUB PROPERTY LINE LIMIT OF WORK EASEMENT FLOODWAY 100 YEAR FLOODPLAIN 500 YEAR FLOODPLAIN WATER EDGE WETLAND BOUNDARY 20' 0 10' 20' 40' N O R T H Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN TR101 TREE PROTECTION PLAN ALONG NORTH OF ROAD ARE INTENDED TO LIGHT OFFSITE HOA ROAD AREA 20'-0" 20'-0" REFER TO INSET ENLARGEMENT LI401 AND LI402 Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LI102 PHOTOMETRIC PLAN - PHASE 2 20' 0 10' 20' 40' N O R T H AND EQUIPMENT 100 YEAR FLOODPLAIN 20' 0 10' 20' 40' N O R T H Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LI101 OVERALL PHOTOMETRIC PLAN - PHASE 1 5'-1" 6'-0" 1 2 1 2 3 1 1 2 2 2 2 1 1 2 3 5'-0" 6'-0" 8'-0" 6'-0" 4'-0" 4'-0" 12'-0" 17'-0" 6'-0" VAN 24'-1" 8'-0" 8'-0" 5'-0" 29'-9" 12'-0" 42'-6" R20'-6" R20'-6" R14'-6" R14'-6" R25'-0" R20'-0" R5'-0" R3'-0" R6'-0" R32'-9" R28'-9" R23'-0" 11'-2" PAVEMENT CRUSHED LIMESTONE LS501 C BIKE RACK LS501 G TRASH ENCLOSURE LS503 A 6'-0 17'-0" 1 2" 5'-101 2" 5'-111 2" 3 2 (13 TOTAL) BOLLARD LS501 I 6'-0" TYP. 2 LS501 BENCH E CEDAR SOFFIT) TO LOWEST POINT OF LS503 FIRE PIT (15'-6" CLEAR C WALL PLAZA BOULDER LS501 D LS501 TABLE F 1 R36'-3" R6'-3" R8'-6" R8'-6" R10'-0" R30'-0" R10'-0" R21'-0" R5'-0" R5'-0" 13'-0" TYP. MOUNTAIN VIEW CHURCH BUILDING (2330 E. PROSPECT ROAD) 30'-0" UTILITY EASEMENT REC. NO. 462755 (PLAT) FLOODWAY 500 YEAR FLOODPLAIN EXISTING WETLAND BOUNDARY WATER EDGE 15'-0" TRAIL EASEMENT 24'-0" EMERGENCY ACCESS EASEMENT MOUNTAIN SAGE SCHOOL PARKING AND DROP-OFF EXISTING PARKING LOT SPRING CREEK TRAIL SPRING CREEK CATTAIL CHORUS NATURAL AREA MAIN ENTRANCE DROP-OFF 24'-0" EMERGENCY ACCESS EASEMENT MAIN ENTRANCE PA PA PA PA PA PA PA PA PA 2290 E. PROSPECT ROAD 2310 E. PROSPECT ROAD UNDEVELOPED LOT (CURRENTLY USED FOR MOUNTAIN SAGE SCHOOL PLAYGROUND) 2362 E. PROSPECT ROAD 14 14 20 6 7 3 4 4 4 8 100' SPRING CREEK/WETLAND BUFFER EXISTING TRAIL CONNECTION MAIN ENTRANCE FDC LID AREA 16 EXISTING EGRESS EXIT AND WING RETAINING WALLS WITH NEW CONCRETE PAD EXISTING EGRESS EXIT AND WING RETAINING WALLS NEW EGRESS EXIT AND WING RETAINING WALLS SIGN: PICK-UP AND DROP-OFF ONLY, NO PARKING SIGN: PARKING LOT FOR FAMILIES WITH SMALL CHILDREN ONLY ON SUNDAY MORNING PAINTED SIDEWALK CROSSING LEVEL SPREADER (REFER TO CIVIL PLANS AND DETAILS FOR MORE INFORMATION). 1. CONTRACTOR SHALL TAKE CARE NOT TO OVER EXCAVATE WHEN REMOVING THE TURF IN VICINITY OF THE EXISTING TREE ROOT ZONES. 2. NO TRUCKS OR HEAVY EQUIPMENT SHALL BE USED FOR CONSTRUCTION OF THE LEVEL SPREADER. MATERIALS SHALL BE REMOVED AND PLACED BY MANUAL LABOR SO AS NOT TO DISTURB EXISTING TREES. CONCRETE RETAINING WALL WITH STONE VENEER (REFER TO CIVIL PLANS AND DETAILS FOR MORE INFORMATION) UTILITY METERS PA AND EQUIPMENT 100 YEAR FLOODPLAIN 4" CONCRETE, SAWCUT JOINTS, STANDARD GRAY, MEDIUM BROOM FINISH CRUSHED LIMESTONE PAVEMENT PROPERTY LINE LIMIT OF WORK LINE EASEMENT FLOODWAY 100 YEAR FLOODPLAIN 500 YEAR FLOODPLAIN WATER EDGE WETLAND BOUNDARY 100' SPRING CREEK/WETLAND BUFFER CONCRETE EDGER BIKE RACK PATIO TABLES & CHAIRS (BY OWNER) BENCH (BY OWNER) LOW WALL, WALL PACK, RECESSED CAN, POLE LIGHT EXISTING TREES SITE LEGEND: 4' x 2' x 2' 23 4' x 2' x 2' 31 6' x 2' x 2' 11 8' x 2.5' x 2' 2 BOULDER SCHEDULE: PHASE 2 SYM SIZE (LXWXH) QTY 1 2 3 4 Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LS102 SITE PLAN - PHASE 2 20' 0 10' 20' 40' N O R T H 1 1 2 2 1 2 2 1 2 3 5'-0" 6'-0" 8'-0" 6'-0" 4'-0" 4'-0" 12'-0" 17'-0" 6'-0" VAN 24'-1" 8'-0" 8'-0" 5'-0" 29'-9" 12'-0" 42'-6" R20'-6" R20'-6" R14'-6" R14'-6" R25'-0" R20'-0" R5'-0" R3'-0" R6'-0" R32'-9" R28'-9" R23'-0" 11'-2" PAVEMENT CRUSHED LIMESTONE LS501 C BIKE RACK LS501 G TRASH ENCLOSURE LS503 A 6'-0 17'-0" 1 2" 2 2 2 5'-101 2" 5'-111 2" 3 2 (13 TOTAL) BOLLARD LS501 I 6'-0" TYP. 2 LS501 BENCH E CEDAR SOFFIT) TO LOWEST POINT OF LS503 FIRE PIT (15'-6" CLEAR C WALL PLAZA BOULDER LS501 D LS501 TABLE F 1 R36'-3" R6'-3" R8'-6" R8'-6" R10'-0" R30'-0" R10'-0" R21'-0" R5'-0" R5'-0" 13'-0" TYP. MOUNTAIN VIEW CHURCH BUILDING (2330 E. PROSPECT ROAD) 30'-0" UTILITY EASEMENT REC. NO. 462755 (PLAT) FLOODWAY 500 YEAR FLOODPLAIN EXISTING WETLAND BOUNDARY WATER EDGE 15'-0" TRAIL EASEMENT 24'-0" EMERGENCY ACCESS EASEMENT MOUNTAIN SAGE SCHOOL PARKING AND DROP-OFF EXISTING PARKING LOT SPRING CREEK TRAIL SPRING CREEK CATTAIL CHORUS NATURAL AREA MAIN ENTRANCE DROP-OFF 24'-0" EMERGENCY ACCESS EASEMENT MAIN ENTRANCE PA PA PA PA PA PA PA PA PA 2290 E. PROSPECT ROAD 2310 E. PROSPECT ROAD UNDEVELOPED LOT (CURRENTLY USED FOR MOUNTAIN SAGE SCHOOL PLAYGROUND) 2362 E. PROSPECT ROAD 14 14 20 6 7 3 4 4 4 8 100' SPRING CREEK/WETLAND BUFFER EXISTING TRAIL CONNECTION MAIN ENTRANCE FDC LID AREA 16 EXISTING EGRESS EXIT AND WING RETAINING WALLS WITH NEW CONCRETE PAD EXISTING EGRESS EXIT AND WING RETAINING WALLS NEW EGRESS EXIT AND WING RETAINING WALLS SIGN: PICK-UP AND DROP-OFF ONLY, NO PARKING SIGN: PARKING LOT FOR FAMILIES WITH SMALL CHILDREN ONLY ON SUNDAY MORNING PAINTED SIDEWALK CROSSING LEVEL SPREADER (REFER TO CIVIL PLANS AND DETAILS FOR MORE INFORMATION). 1. CONTRACTOR SHALL TAKE CARE NOT TO OVER EXCAVATE WHEN REMOVING THE TURF IN VICINITY OF THE EXISTING TREE ROOT ZONES. 2. NO TRUCKS OR HEAVY EQUIPMENT SHALL BE USED FOR CONSTRUCTION OF THE LEVEL SPREADER. MATERIALS SHALL BE REMOVED AND PLACED BY MANUAL LABOR SO AS NOT TO DISTURB EXISTING TREES. CONCRETE RETAINING WALL WITH STONE VENEER (REFER TO CIVIL PLANS AND DETAILS FOR MORE INFORMATION) UTILITY METERS PA AND EQUIPMENT 100 YEAR FLOODPLAIN 4" CONCRETE, SAWCUT JOINTS, STANDARD GRAY, MEDIUM BROOM FINISH CRUSHED LIMESTONE PAVEMENT PROPERTY LINE LIMIT OF WORK LINE EASEMENT FLOODWAY 100 YEAR FLOODPLAIN 500 YEAR FLOODPLAIN WATER EDGE WETLAND BOUNDARY 100' SPRING CREEK/WETLAND BUFFER CONCRETE EDGER BIKE RACK PATIO TABLES & CHAIRS (BY OWNER) BENCH (BY OWNER) LOW WALL, WALL PACK, RECESSED CAN, POLE LIGHT EXISTING TREES SITE LEGEND: 4' x 2' x 2' 23 4' x 2' x 2' 34 6' x 2' x 2' 11 8' x 2.5' x 2' 2 BOULDER SCHEDULE: PHASE 1 SYM SIZE (LXWXH) QTY 1 2 3 4 20' 0 10' 20' 40' N O R T H Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN LS101 SITE PLAN - PHASE 1 lights to come up to the 1 candle foot light level that is required by Building Code section 1008.2. The north parking lot fixture in the east parking lot will be installed with a dimming feature that will be activated after 10:00pm. These additional mechanisms for photocells and motion sensors protect the NHBZ better than a plan that would light the parking lot all of the time at the 1 fc and also better than required building code 1008.2 that would require the emergency egress exits that are already in the NHBZ to be lit at 1fc. N O R T H CONTEXT MAP SHEET INDEX G001 COVER SHEET LS100 OVERALL SITE PLAN - PHASE 2 LS101 SITE PLAN - PHASE 1 LS102 SITE PLAN - PHASE 2 LS501 SITE DETAILS LS502 SITE DETAILS LS503 SITE DETAILS LI101 OVERALL PHOTOMETRIC PLAN - PHASE 1 LI102 OVERALL PHOTOMETRIC PLAN - PHASE 2 LI401 PHOTOMETRIC ENLARGEMENT PLAN - MOTION SENSORS LI402 PHOTOMETRIC ENLARGEMENT PLAN - 50% DIMMED LI501 LIGHTING DETAILS PLANNING SET: MOUNTAIN VIEW COMMUNITY CHURCH ZONING MAP Sheet Sheet Name Checked By: Drawn By: Date: CR SL 10.07.2020 FINAL DEVELOPMENT PLAN G001 COVER SHEET Mountain View Community Church LEGAL DESCRIPTION OF A PORTION OF TRACT A SEVEN LAKES BUSINESS PARK P.U.D., SITUATE IN TEH SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO TR101 TREE PROTECTION PLAN LP100 LANDSCAPE NOTES & SCHEDULE LP101 LANDSCAPE PLAN - PHASE 1 LP102 LANDSCAPE PLAN - PHASE 2 LP501 LANDSCAPE DETAILS X4.1A BUILDING PLANNING ELEVATIONS, PHASE 1 A4.1B BUILDING PLANNING ELEVATIONS, PHASE 2 X2.0 PLANNING SITE PLAN DIAGRAM X2.1 PLANNING PERSPECTIVES Mountain View Community Church