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Birds Nest - 120 Financial Dr -Arch ReviewFI N A N C I A L D R T CL T S S 17 8 8 12 WA T E R S E D G E WAT E R S E D G E STAFF PARKING T CL T W W ST ST E E E T T T T T E E(O) E(O) E(O) E(O) E(O) E(O) E(O) E(O) E(O) E(O) E(O) E(O)E(O) E(O) E(O) E(O) E(O) E(O) E(O) E(O) E(O ) E(O) E(O) E(O ) E(O) E(O) E(O) E(O ) E(O) E(O ) E(O ) E T T T T T T T T T T S 2 2 4 4 66 7 6 9 10 10 10 10 1010 12 12 14 15 14 14 13 13 13 16 18188 3 POND 1 1 65 1515 15 15 15 2 2 2 2 2 11 11 35.3' 35' 35 ' 35 ' 9' 9' 9' 18' 9' 9' 18' 5' 8' 80 ' 24' 16' 12 ' 23 ' 23 ' 20 ' 23 ' 23 ' 23 ' 9' 18' R18'R29' 1715 ' 15 ' 1' 24' 24 ' DA T E RE V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED © KLJ ENGINEERING LLC 2024 May 31, 2024 - 4:43pm - K:\Projects\Contractor\PorchConstruction\2223_01925_BirdsNestSiteDesign\CAD\Working\2223-09125_BirdsNest-Plans.dwg (SITE) PERMIT SET N 30 0 30 60 SCALE FEETNAVD88 NOTES: 1.A NOTICE OF INTENT TO OBTAIN A STORM WATER POLLUTION CONTROL PERMIT SHALL BE ACQUIRED BY THE CONTRACTOR AND OWNER FROM THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) AND THE CITY OF KALISPELL A MINIMUM OF 7 DAYS PRIOR TO CONSTRUCTION. THIS NOTICE OF INTENT SHALL BE PROVIDED WITH THE BUILDING PERMIT APPLICATION. 2.ALL WORK WITHIN THE CITY ROW SHALL FOLLOW THE CITY OF KALISPELL STANDARD SPECIFICATIONS. 3.DIMENSIONS LISTED ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 4.THE CONTRACTOR SHALL FOLLOW THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS AND GUIDES FOR TRAFFIC CONTROL FOR STREET AND HIGHWAY CONSTRUCTION. 5.THE CONTRACTOR SHALL FOLLOW CITY OF KALISPELL AND MTDOT STANDARD DRAWINGS WHEN SETTING UP THE TRAFFIC CONTROL DEVICES. 6.SEE SHEETS D1 & D2 FOR SITE DETAILS. PARKING REQUIREMENTS: PER CITY OF KALISPELL REQUIREMENTS: 1 STALL PER EMPLOYEE AND 1 STALL PER 6 KIDS. 25 STALLS + 120 STUDENTS /6 = 45 STALLS REQUIRED TOTAL STALLS PROVIDED = 45 STALLS (INCLUDES 2 ADA STALLS) PLAN KEY NOTES: STANDARD ASPHALT PAVEMENT - SEE DETAIL 3/D2 CONCRETE SIDEWALK - SEE DETAILS 4/D2 REPLACE SIDEWALK 4" YELLOW PAINTED PAVEMENT MARKING HANDICAP ACCESSIBLE STALL PAVEMENT MARKING - SEE DETAIL 2/D2 ACCESSIBLE PARKING SIGN 1/D2 VAN ACCESSIBLE PARKING SIGN - SEE DETAIL 1/D2 FIRE HYDRANT TRASH ENCLOSURE - SEE ARCHITECTURAL PLANS LIGHT POLE - SEE ELECTRICAL PLANS PARKING CONCRETE BLOCK GUARDRAIL FENCE MANGATE - MINIMUM WIDTH 4 FEET VEHICLE GATE UTILITY POLE SPILL CURB AND GUTTER - SEE DETAIL 5/D2 AND 6/D2 6" BOLLARD - SEE DETAIL 7/D2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 BI R D S N E S T BI R D S N E S T KA L I S P E L L , M O N T A N A SI T E P L A N 2223-01925 05/23/2024 C1 GJ DEF FI N A N C I A L D R T CL T S S W WA T E R S E D G E WAT E R S E D G E T CL T W W ST ST S 15.0 0 ' 15.0 0 ' BM-1 POND 29 6 7 29 6 8 29 6 9 29 6 4 29 6 6 2965296629672968 2969 29 6 9 29 6 8 29 6 8 2967 2967 2968 2969 2966 2964 TA 2967.37 TA 2967.06 TA 2966.39 TA 2966.29 TA 2966.22 TA 2966.05TA 2966.14 TA 2966.52 TA 2966.67 TC 2966.92 TC 2966.99 TC 2968.43 TC 2968.30 TC 2969.22 TC 2969.31 TC 2969.45 TC 2969.45 TC 2969.33 TC 2969.40 TC 2969.13 TC 2968.62 TC 2968.01 TA 2968.44 TC 2968.31 ME/TC 2967.09 TC 2969.31 TC 2969.38 TC 2968.60 TC 2968.72 ME/TBC 2967.21 TC 2969.45 TC 2969.31 TC 2969.31 TC 2969.37 TC 2969.31 TC 2969.45 TC 2969.45 TC 2969.45 TC 2969.31 TC 2969.37 TC 2969.38 TC 2969.31 TC 2969.38 TC 2969.31 TC 2969.37 TC 2969.45 TC 2969.45 TC 2966.00 TA 2967.58 TA 2967.16 TA 2967.51 4.0 % 1 . 8 % 4.1 % 3.5 % 3.5 % 1. 0 % 1. 0 % 1.1% 3.8 % 19 . 1 % 19 . 1 % 13 . 6 % 4.6 % 1 . 6 % 1 . 6 % 1. 5 % 3.4 % 14.5% 14.5% 6.5% 8.4% 8.2% 33 . 0 % 2. 2 % 2.2% 4:1 1 0 . 0 % 6.8% 13.2% 14.4 % 1. 1 % 1. 2 % 2.2% ME/TC 2967.22 ME/TBC 2967.16 2.2% 8.7% 9.2% 13.1% 23.7% 21.1% 4:1 2.1 % 9. 4 % -9. 0 % 2. 0 % 2. 2 % TA 2967.86 TA 2969.52 TA 2967.76 TA 2967.76 TA 2967.58 TC 2966.82 1. 5 % 4:14:1 4 : 1 3:1 3: 1 ME/TBC 2967.31 TC 2969.01 TC 2969.33 TC 2969.02 DA T E RE V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED © KLJ ENGINEERING LLC 2024 May 31, 2024 - 4:43pm - K:\Projects\Contractor\PorchConstruction\2223_01925_BirdsNestSiteDesign\CAD\Working\2223-09125_BirdsNest-Plans.dwg (GRADING) PERMIT SET N 30 0 30 60 SCALE FEETNAVD88 ABBREVIATIONS: FFE= FIRST FLOOR ELEVATION FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK ME = MATCH EXISTING TBC= TOP BACK OF CURB TC = TOP OF CONCRETE NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE SITE FROM EROSION ONTO ADJACENT STREETS / PROPERTIES AND INTO THE STORM SEWER SYSTEM. 2.EXISTING CONTOURS ARE SHOWN AT EXISTING GRADE. 3.PROPOSED CONTOURS ARE SHOWN AT FINISH GRADE. 4.CONTRACTOR SHALL REVIEW AND FOLLOW ALL REQUIREMENTS OF THE GEOTECHNICAL REPORT. 5.SUBGRADE SHALL BE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS. GB LEGEND: GRADE BREAK BI R D S N E S T BI R D S N E S T KA L I S P E L L , M O N T A N A GR A D I N G P L A N 2223-01925 05/23/2024 C2 GJ DEF EXISTING 100-YR HIGH WATER ELEVATION2965.80 PROPOSED 100-YR HIGH WATER ELEVATION2965.80 LANDSCAPING REQUIREMENTS 5% OF PARKING AREA NEED TO BE LANDSCAPED TOTAL PARKING AREA IS 20,139 SF LANDSCAPING AREA NEED 1,007 SF LANDSCAPING AREA PROVIDED IS 2,227 SF LEGEND FIBER ROLL, DETAIL 1/C700 INLET PROTECTION, DETAIL 2/C700 & 3/C700 ROCK CONSTRUCTION ENTRANCE, DETAIL 5/C700 WA DR HW DRWA OPTIONAL STACK LAUNDRY SC H O O L L I B R A R Y SICK KID CORNER STAN. HEIGHT STAN. HEIGHT STAN. HEIGHT CHILD HEIGHT CHILD HEIGHT CHILD HEIGHT TROUGH SINK TROUGH SINK TROUGH SINK FD TROUGH SINK CU CU AHU AH U AH U AHU ENTRY 101 LAUNDRY & JANITOR 104 MECH. ROOM 105 KITCHEN 110 PANTRY 111 OUTDOOR STORAGE 112 CLASSROOM E 116 CLASSROOM F 115 CLASSROOM G 114 CLASSROOM H 113 CLASSROOM A 117 CLASSROOM B 118 CLASSROOM C 119 CLASSROOM D 120 BATHROOM 126 148'-0" 32'-0"32'-0"32'-0"32'-0"20'-0" 10'-0" 95 ' - 0 " 95 ' - 0 " 27 ' - 6 " 27 ' - 6 " 20 ' - 0 " 20 ' - 0 " 148'-0" 32'-0"32'-0"32'-0"32'-0"20'-0" 14 ' - 8 " 16'-6"24'-0"24'-0"24'-0"24'-0" 18 ' - 0 " CORRIDOR 128 STORAGE 109 BATHROOM 108 BATHROOM 107 LACTATION & PARENT MEETING 102 ADMIN. DESK --- STAFF BATHROOM 122 BATHROOM 127 BATHROOM 124 BATHROOM 125 STAFF BATHROOM 121 BATHROOM 123 24'-0"24'-0"24'-0"24'-0" 34 ' - 4 " 34 ' - 4 " 34 ' - 4 " 34 ' - 4 " 114'-6" 40 ' - 4 " 40 ' - 4 " 40 ' - 4 " 40 ' - 4 " 19'-1" 12 ' - 0 " 7' - 2 " 20 ' - 1 " 31'-8" 18 ' - 0 " 9' - 4 " 10'-6"16'-2" 26'-2" 9' - 1 0 " 12'-6" 14 ' - 4 " 18 ' - 1 0 " 16'-6" 15 ' - 0 " 8'-0" 7' - 4 " 7' - 4 " 5' - 1 0 " 6' - 2 " 5' - 1 0 " 6' - 2 " 8'-2"7'-10" 8' - 4 " 8'-4" 8' - 4 " 8'-4" A7.1 1 A7.1 1 A7.1 1 A7.1 1 A7.1 1 A7.1 1 A7.1 1 A7.1 1 A7.1 2 A7.1 2 A7.1 2 A7.1 2 A7.1 2 A7.1 2 A7.1 2 A7.1 2 A7.1 4 13 ' - 6 " 7'-10"7'-10" 3'-9" 7' - 0 " 2' - 0 " 3'-0" 1'-5" 3'-6"3'-3" 5' - 0 " 19 ' - 1 " 4'-10"6'-0"2'-0"6'-0"7'-10"6'-0"2'-0"6'-0"3'-11"5'-10"6'-0"2'-0"6'-0" 7' - 0 " 6' - 0 " 2' - 0 " 6' - 0 " 8' - 5 " 6' - 0 " A A A A A B B B B B B B B BB B B B B B B B B C C C C C C D C C C CC C C C C C C C C C CCCC D D D D C C D C D D DD DD DD D D C C C D DD D D D S S S S SSSS S S S S S S S 5 5 5 5 5 5 5 11 5 5 5 5 5 5 2 2 2 2 2 2 2 2 2 2 2 2 A7.1 3 A7.1 5 3 CM 5 6 BREAK ROOM / LIBRARY 103 MECH. ROOM 106 W1W1W1W1W1W1W1W1 W1 W1 W1 W1 W1 W1W1 W1 W1 W1 W1 W1 101A 102 103 112 115116 117 119118 101B 101C 101D 105 104 107 108 106 109 110 113 114 120 120B119B118B117B 116B 115B 114B 113B 121122 123A 123B 125 124 127 126 128 106B 110B 5'-11"6'-0"5'-0"9'-1"6'-0"5'-0"5'-11"6'-0"5'-0"9'-1"6'-0"5'-0" 1 1 1 1 1 1 1 1 1 4 44 7 5'-0"10 ' - 0 " 9' - 1 0 " 9' - 1 0 " 7' - 6 " 8 8 2' - 4 " 2'-0" 2' - 4 " 2'-0" 5'-6" 22 ' - 8 " 11'-0" W2W2W2W2W2W2W2W2 1 A5.1 1 A5.1 A7.1 6 JOB NO: DATE: KE N N E T H C . H U F F Ph # : 4 0 6 - 8 9 0 - 9 3 4 2 Em a i l : K H u f f @ S o l u s - m t . c o m 14 0 0 W H A L E B O N E D R . K A L I S P E L L , M T 5 9 9 0 1 So l u s A r c h i t e c t u r e RE V I S I O N : DA T E : May 31, 2024 BI R D ' S N E S T NE W C O N S T R U C T I O N KA L I S P E L L , M T 23-001 - -- - -- - -- - -- - -- L E SN I E C STA T TIHADERC KALISPELL, MONTANA FO OM A TCE N T N AKENNETH HUFFREG. NO. 3203 FLOOR PLAN SCALE 3/16"=1'-0" A1.1FLOOR PLAN1SCALE 3/16" = 1'-0" NORTH 1. 5 : 1 2 1. 5 : 1 2 .5 : 1 2 .5 : 1 2 D.S.D.S. D.S. RAIN GUTTER RAIN GUTTERD.S.D.S.D.S. MEMBRANE ROOFING 6' - 0 " 6' - 0 " 4' - 0 " SNOW GUARDS - SEE 2/A3.1 18 A8.1 6' - 0 " 6' - 0 " 4' - 0 " SNOW GUARDS - SEE 2/A3.1 2 A3.1 12'-5" 4'-3" 24 ' - 8 " JOB NO: DATE: KE N N E T H C . H U F F Ph # : 4 0 6 - 8 9 0 - 9 3 4 2 Em a i l : K H u f f @ S o l u s - m t . c o m 14 0 0 W H A L E B O N E D R . K A L I S P E L L , M T 5 9 9 0 1 So l u s A r c h i t e c t u r e RE V I S I O N : DA T E : May 31, 2024 BI R D ' S N E S T NE W C O N S T R U C T I O N KA L I S P E L L , M T 23-001 - -- - -- - -- - -- - -- L E SN I E C STA T TIHADERC KALISPELL, MONTANA FO OM A TCE N T N AKENNETH HUFFREG. NO. 3203 ROOF PLAN SCALE 3/16"=1'-0" A3.1 ROOF PLAN1SCALE 3/16" = 1'-0" NORTH ROYAL BLUE POLAR WHITE EIFS - ANTIQUE GREY JOB NO: DATE: KE N N E T H C . H U F F Ph # : 4 0 6 - 8 9 0 - 9 3 4 2 Em a i l : K H u f f @ S o l u s - m t . c o m 14 0 0 W H A L E B O N E D R . K A L I S P E L L , M T 5 9 9 0 1 So l u s A r c h i t e c t u r e RE V I S I O N : DA T E : Jun 03, 2024 BI R D ' S N E S T NE W C O N S T R U C T I O N KA L I S P E L L , M T 23-001 - -- - -- - -- - -- - -- L E SN I E C STA T TIHADERC KALISPELL, MONTANA FO OM A TCE N T N AKENNETH HUFFREG. NO. 3203 EXTERIOR ELEVATIONS SCALE 3/16"=1'-0" A4.1 EXTERIOR ELEVATION - NORTH 3/16" = 1'-0"1 EXTERIOR ELEVATION - EAST 3/16" = 1'-0"2 JOB NO: DATE: KE N N E T H C . H U F F Ph # : 4 0 6 - 8 9 0 - 9 3 4 2 Em a i l : K H u f f @ S o l u s - m t . c o m 14 0 0 W H A L E B O N E D R . K A L I S P E L L , M T 5 9 9 0 1 So l u s A r c h i t e c t u r e RE V I S I O N : DA T E : Jun 03, 2024 BI R D ' S N E S T NE W C O N S T R U C T I O N KA L I S P E L L , M T 23-001 - -- - -- - -- - -- - -- L E SN I E C STA T TIHADERC KALISPELL, MONTANA FO OM A TCE N T N AKENNETH HUFFREG. NO. 3203 EXTERIOR ELEVATIONS SCALE 3/16"=1'-0" A4.2 EXTERIOR ELEVATION - SOUTH 3/16" = 1'-0"1 EXTERIOR ELEVATION - WEST 3/16" = 1'-0"2 WA DR HW HW DRWA OPTIONAL STACK LAUNDRY LOCKERS [2 HIGH] SCH O O L L I B R A R Y SICK KID CORNER H.W. H.W. H.W.H.W. H.W. H.W. H.W. H.W. THIS AREA LEFT NATURAL [E] TO REMAIN 2- T2 2- T2 7- T21 2 SNOW STORAGE 3 3 3 3 3 3 3 3 SPIRAEA JAPONICA 'NEON FLASH' & BRIDAL WREATH SPIRAE - 50/50 MIX [S1] GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOESTER' (FEATHER REED GRASS) [G1] 3" IRRIGATION SLEEVE FIBER MULCH GROUND COVER - OVER DRAINAGE FABRIC JUNIPERUS SABINA 'ARCADIA' (JUNIPER - ARCADIA) [S2] LANDSCAPE LEGEND FRAXINUS PENNSYLVANICA (GREEN ASH) [T1] FIELD GRASS FENCE - 4' - CHAIN LINK OR PER OWNER REQ. BOULDER PICEA PUNGENS (BLUE SPRUCE) [T2] SIZE 2" CAL. CONTAINER 2" CAL. CONTAINER CONTAINER KEY NOTES 1 2 3 4 IRRIGATION CONNECTION - PROVIDE ZURN WILKINS 1-720A 1" 720A PRESSURE VACUUM BREAKER ASSEMBLY. MOUNT 12" ABOVE ANY DOWNSTREAM PIPING 6' TALL CEDAR FENCE TRASH ENCLOSURE KENTUCKY BLUE GRASS - TYP. IRRIGATION SYSTEM TO BE A MULTIZONE SYSTEM DESIGN / BUILD BY QUALIFIED LANDSCAPE CONTRACTOR. 5 IRRIGATION IN PLANTED AREAS TO BE DRIP IRRIGATION - DESIGN / BUILD BY QUALIFIED LANDSCAPE CONTRACTOR. WADRHW HW DRWAOPTIONAL STACK LAUNDRY LOCKERS [2 HIGH] SCHOO L L I B R A R Y SICK KID CORNER H.W. H.W. H.W.H.W. H.W.H.W. H.W. H.W. WA T E R S E D G E W A T E R S E D G E THIS AREA LEFT NATURAL [E] TO REMAIN 2- T2 2- T2 7- T21 2 SNOWSTORAGE 3 3 3 3 3 3 3 3 JOB NO: DATE: KE N N E T H C . H U F F Ph # : 4 0 6 - 8 9 0 - 9 3 4 2 Em a i l : K H u f f @ S o l u s - m t . c o m 14 0 0 W H A L E B O N E D R . K A L I S P E L L , M T 5 9 9 0 1 So l u s A r c h i t e c t u r e RE V I S I O N : DA T E : Jun 03, 2024 BI R D ' S N E S T NE W C O N S T R U C T I O N - 1 2 0 F I N A N C I A L D R KA L I S P E L L , M T 23-001 - -- - -- - -- - -- - -- L E SN I E C STA T TIHADERC KALISPELL, MONTANA FO OM A TCE N T N AKENNETH HUFFREG. NO. 3203 LANDSCAPE PLAN SCALE 1" = 20'-0" L1.1 KYME & CHINCHIPER LLP 90 NORTHERN LIGHTS BLVD KALISPELL MT 59901 3 - S2 3 - S1 3 - S1 3 - T1 3 - S1 3 - S2 2 - T1 2 - T1 3 - S2 4 - S1 5 - S1 3 - S2 2 - S2 5 5 5 Color Samples: Fascia, corners, & wainscot color Body & Roof color EIFS – Columns & awning Adjacent buildings: