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LES SCHWAB - KALISPELL MT_ARC_Combined12 13 25 ARCHITECTURAL REVIEW COMMITTEE DRAWINGS PREPARED FOR LES SCHWAB TIRE CENTERS LOTS 12 & 13, STILLWATER BEND SUBDIVISION KALISPELL, MT SITE MAP VICINITY MAP (NOT TO SCALE) N 0 60 SCALE IN FEET 120 N PRELIMINARY - NOT FOR CONSTRUCTION FO R C L I E N T L O G O , WH E N A P P L I C A B L E CONTACTS ARCHITECT PSArchitects, LLP Chad Pollock, NCARB Boise, ID 83703 Phone: 208-345-1462 Email: chad p@psarch.com CIVIL ENGINEER Graham Engineering LLC Contact: Zack Graham, PE Bozeman, MT 59718 Phone: 406-624-2686 Email: zack@grahameng.com LAND SURVEYOR IMEG Corporation Matthew Jacobson, PLS Missoula, MT 59801 Phone: 406-721-0142 Email: matthew.j.jacobson@imegcorp.com GEOTECHNICAL GeoProfessional Innovation Corporation Contact: Justin Maffey, PE Boise, ID 83709 Phone: 509-339-2000 geoprocorp.com LANDSCAPE Land Design, Inc Contact: Stacey Robinson, PLA Billings, MT 59106 Phone: 406-655-3550 Email: stacey@ldinc.net LES SCHWAB TIRE CENTER 12,746 SF PROJECT SITE W RESERVE DR ROSE CROSSING US H W Y 9 3 DRAWING:Print Date:Copyright 2024, Graham Engineering LLC2/19/2024 10:32 AMC:\USERS\DENNYKIELY\DC\ACCDOCS\ZACK@GRAHAMENG.COM\LES SCHWAB - KALISPELL\PROJECT FILES\LES SCHWAB - KALISPELL MT_C001.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y lia b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: CO V E R S H E E T LE S S C H W A B T I R E C E N T E R S C1.0 ZW G DJ K HW Y 9 3 & R O S E C R O S S I N G KA L I S P E L L , M T 23 0 1 4 _ L S M T _ K A L I S P E L L 02.19.2024 OLD RESERVE DR US H W Y 9 3 SHEET INDEX SHEET DISCRIPTION C1.0 COVER SHEET C1.1 SITE PLAN L1.0 HARDSCAPE PLAN L2.0 LANDSCAPING SCHEDULE & NOTES L2.1 LANDSCAPING PLAN L3.0 IRRIGATION SCHEDULE & NOTES L3.1 IRRIGATION PLAN L4.0 DETAILS L4.1 DETAILS A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS 12 13 25 12 DRAWING:Print Date:Copyright 2022, Graham Engineering LLC2/19/2024 8:02 AMC:\USERS\DENNYKIELY\DC\ACCDOCS\ZACK@GRAHAMENG.COM\LES SCHWAB - KALISPELL\PROJECT FILES\LES SCHWAB - KALISPELL MT_C100.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : GR A H A M E N G I N E E R I N G L L C DATE DESCRIPTION REVISIONS Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e a r e re n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . An y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d th e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y lia b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . ORIGINAL DATE: PERMIT DATE: IFC DATE: SI T E P L A N LE S S C H W A B T I R E C E N T E R S C1.1 ZW G TM R HW Y 9 3 & R O S E C R O S S I N G KA L I S P E L L , M T 23 0 1 4 _ L S M T _ K A L I S P E L L 01.16.2024 0 30 SCALE IN FEET 60 N CONSTRUCTION NOTES SCALE: 1" = 10' ENTRANCE DETAIL 1 C100 LEGEND CONTRACTION JOINT LANDSCAPED AREA CONCRETE PAVEMENT REGULAR DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT 1.ALL CURB RADII SHOWN ARE TO FACE OF CURB. 2.ALL DIMENSIONS ARE TO FACE OF CURB OR OUTSIDE OF WALL, UNLESS OTHERWISE NOTED. 3.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. 4.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS, UNLESS OTHERWISE NOTED. 5.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 6.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7.REFER TO THE GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS. 8.REFER TO STRUCTURAL FOR DOWELING EXTERIOR CONCRETE PAVEMENT AT BUILDING. 9.ALL ASPHALT/CONCRETE JOINTS SHALL BE IN ACCORDANCE WITH DETAIL 6/C400. 10.CONSTRUCT SIDEWALK PER DETAIL SD-709 OF ISPWC. 11.CONSTRUCT PEDESTRIAN RAMP PER DETAIL SD-712C OF ISPWC. SITE DATA BLOCK PRELIMINARY - NOT FOR CONSTRUCTION KEYNOTES REGULAR DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT ASPHALT/CONCRETE JOINT TRASH RECEPTACLE BENCH KEY KEEPER KEY DROP BOLLARDS (TYP 9) ADA STRIPPING ADA PARKING SIGN TRASH ENCLOSURE - SEE ARCH BULLPEN - SEE ARCH ACCESS DRIVE EXISTING SIDEWALK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 1 5 6 7 8 9 3 2 2 4 4 14 13 13 4 49.77' 5.00' 237.47' R25.50' 35.00' 105.92' R3.00' 11.61' R3.00' 3.60' 10.00' 3.60' 12.78' R14.00'106.53' 19.00' 6.00' (TYP) 35.00' 9.00' 10.00'9.00' 8.00' 7.33' 10.00' 8.00' 4.67' 35.00' 9.75' 9.00' (TYP) 9.00' (TYP) 1 2 20.00' 1112 1 C100 5.00' 8.00' 3.00' 2.00' 2.00' 2.00' 3.00' 2.00' 3.00' 40.00' 16.00' 9.00' 9.00' 7.33' 5.00' 8.00' 8.00' 20.00' (TYP) 9.00' (TYP) 10 14 14 20.00' UTILITY EASEMENT 40.00' ACCESS AND UTILITY EASEMENT 50.00' COMMON ACCESS 4 3 R3.00' 117.00' 17.00' 117.00' 27.00' 20.00' (TYP) 5.93' 8.00' 58.67' 5.00' 20.00' 25.50' 18.67' 20.00' (TYP) 20.00' (TYP) R3.00' 17.00' 17.00' 225.00' 17.00' 14.46' 146.80' R3.00'R3.00' R3.00' 28.00' 20.85' R20.00' 17.00' 3.00' 12 13 25 IR R LANDSCAPE CODE REQUIREMENTS PROPERTY ZONING:B-2 / PUD LOCATION CRITERIA PLAN UNIT TOTAL REQUIRED TOTAL PROVIDED PARKING LOT LANDSCAPING MINIMUM 5' LANDSCAPE BUFFER SITE OBSCURING FENCE OR LANDSCAPING NO HEDGE SHALL EXCEED 48" WITHIN OR BOUNDING THE FRONT YARD 78" WITHIN THE REAR, SIDE CORNER, OR SIDE YARDS WHEN PLACED WITHIN THE REQUIRED YARD SETBACK AREAS. MINIMUM 5% INTERIOR LANDSCAPING FOR PARKING LOT WITH 10 OR MORE SPACES ENTRANCE 10' CLEAR VISION TRIANGLE AT ENTRANCE(S) MAXIMUM 2' SHRUB HEIGHT 1,03 SF21,85 SF 2.25" MINIMUM TREE CALIPER 6' MINIMUM EVERGREEN TREE HEIGHT PERIMETER LANDSCAPING SHALL NOT INCLUDE ROUND RIVER ROCKS, GRAVEL, OR SIMILAR NON-VEGETATIVE TREATMENTS GENERAL 3,048 SF MEDIUM LANDSCAPE BARK 5' BUFFER 5' BUFFER 10' CLEAR 10' CLEAR N 0 feet40 1" = 20' 20 60 80 DERGE R D N ETTESI EPAC S IHACR 127 ROBINSON STACEY T. A L TC A NATNOM DRAWING:Print Date:Y:\ACTIVE PROJECTS\2401- LES SCHWAB - KALISPELL\CAD\XREF\X-HARD.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : DATE DESCRIPTION REVISIONS ORIGINAL DATE: PERMIT DATE: IFC DATE: PRELIMINARY: NOT FOR CONSTRUCTION GR A H A M E N G I N E E R I N G L L C Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m e t h e s e r v i c e ar e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d sit e . A n y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , an d t h e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y lia b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . DRAFT N.F.C L1.0 LE S S C H W A B T I R E C E N T E R KA L I S P E L L , M T 24 0 1 01.14.14 HA R D S C A P E P L A N -- -- -- -- -- SL MV 01.14.14 ---- 12/12/2023 NEW ENTRY SIGN EXISTING UTILITIES CLEAR VISION TRIANGLE CLEAR VISION TRIANGLE BULLPEN TRASH ENCLOSURE L-101 EDGING SYMBOL DESCRIPTION QTY DETAIL ALUMINUM EDGING - PLANTING BED 822 LF / ROCK SYMBOL DESCRIPTION QTY DETAIL GRANITE BOULDERS 2FT 6 / GRANITE BOULDERS 3FT 5 / GRANITE BOULDERS 4FT 6 / LANDSCAPING SYMBOL DESCRIPTION QTY DETAIL PARKING LOT INTERIOR LANDSCAPING 3,048 SF MULCH SYMBOL DESCRIPTION QTY DETAIL MULCH GROUND COVER - TYPE 1 7,01 SF SEE NOTES SITE FURNISHINGS SYMBOL DESCRIPTION QTY DETAIL SNOW STORAGE 1,170 SF B-101 K-101 K-102 K-103 L-101 M-101 S-101 REFERENCE NOTES SCHEDULE K-103 K-103 K-102 K-101 M-101 M-101 M-101 B-101 B-101 B-101 B-101 B-101 B-101 B-101 K-102 K-101 K-102 K-101 L-101 L-101L-101 M-101 M-101 SITE NOTES 1.SITE BASE INFORMATION AS PROVIDED BY OTHER, MAY NOT DEPICT ACTUAL SITE CONDITIONS. CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASUREMENTS, AND ELEVATIONS WITH ON SITE CONDITIONS. 2.CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION. CALL FOR UTILITY LOCATES PRIOR TO COMMENCING WORK. 3.THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS. 4.GENERAL CONTRACTOR SHALL ENSURE THAT THE LANDSCAPE PLAN IS COORDINATED WITH THE PLANS DONE BY OTHER CONSULTANTS TO ENSURE THE PROPOSED GRADING, STORM DRAINAGE, OR OTHER CONSTRUCTION DOES NOT CONFLICT NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, ROADS AND STREETS, AND STRUCTURES, REPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION. CONTRACTOR TO PROTECT ALL EXISTING LANDSCAPE AND IRRIGATION ON ADJACENT PROPERTIES. 6.CONTRACTOR SHALL COORDINATE INSTALLATION OF SLEEVING FOR IRRIGATION PRIOR TO INSTALLATION OF ALL PAVING. REFER TO IRRIGATION PLANS FOR SIZES AND LOCATIONS. 7.LOCATION OF BOULDERS AND PLANT MATERIAL TO BE FIELD APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLACEMENT AND INSTALLATION. 8.MULCH GROUND COVER - TYPE 1: MEDIUM BARK, LOCALLY AVAILABLE, CONTRACTOR SHALL SUBMIT SAMPLES FOR APPROVAL BY OWNER'S REPRESENTATIVE. S-101 K-103 K-101 K-101 K-103 K-103 K-101 SYMBOL CODE BOTANICAL / COMMON NAME CONT SIZE QTY TREES SS PICEA OMORIKA 'BRUNS' / BRUNS SERBIAN SPRUCE B&B 6C MINIMUM HEIGHT 1 AC PRUNUS MAAKII "JEFSPUR" / GOLDSPUR AMUR CHOKECHERRY B&B 2.25"2 TC TILIA CORDATA X MONGOLICA / HARVEST GOLD LINDEN B&B 2.25"4 UD ULMUS DAVIDIANA 'JAPONICA' / DISCOVERY ELM B&B 2.25"2 SHRUBS AM ARONIA MELANOCARPA CGROUND HUGC / GROUND HUG CHOKEBERRY 3 GAL 12 CS CORNUS SERICEA CARCTIC FIREC / ARCTIC FIRE DOGWOOD 5 GAL 14 HL HYDRANGEA PANICULATA CLITTLE QUICK FIREC / LITTLE QUICK FIRE HYDRANGEA 5 GAL 16 PL PHYSOCARPUS OPULIFOLIUS 'LITTLE DEVIL' / LITTLE DEVIL DWARF NINEBARK 5 GAL 25 MP PINUS MUGO CSLOWMOUNDC / MUGO PINE 5 GAL 10 PT PRUNUS TENELLA / DWARF RUSSIAN ALMOND 5 GAL  GL RHUS AROMATICA CGRO-LOWC / GRO-LOW FRAGRANT SUMAC 5 GAL 10 RA RIBES ALPINUM / ALPINE CURRANT 5 GAL 14 ST SPIRAEA BETULIFOLIA 'TOR' / TOR BIRCHLEAF SPIREA 5 GAL 28 BP SYRINGA X CPENDAC / BLOOMERANG PURPLE LILAC 5 GAL 36 VL VIBURNUM LANTANA 'MOHICAN' / MOHICAN WAYFARING TREE 5 GAL 3 GRASSES CK CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS 2 GAL 23 SH SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL  PERENNIALS AS ARTEMISIA SCHMIDTIANA 'SILVER MOUND' / SILVER MOUND ARTEMISIA 1 GAL 36 GA GERANIUM X 'ANN FOLKARD' / ANN FOLKARD GERANIUM 1 GAL 2 PR PEROVSKIA ATRIPLICIFOLIA CROCKETMANC / ROCKETMAN RUSSIAN SAGE 2 GAL 14 SYMBOL CODE BOTANICAL / COMMON NAME CONT FIELD2 QTY GROUND COVERS TS TURF / FESCUE BLEND SOD 10,46 SF PLANT SCHEDULE N 0 feet40 1" = 20' 20 60 80 DERGE R D N ETTESI EPAC S IHACR 127 ROBINSON STACEY T. A L TC A NATNOM DRAWING:Print Date:Y:\ACTIVE PROJECTS\2401- LES SCHWAB - KALISPELL\CAD\XREF\X-LAND.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : DATE DESCRIPTION REVISIONS ORIGINAL DATE: PERMIT DATE: IFC DATE: PRELIMINARY: NOT FOR CONSTRUCTION GR A H A M E N G I N E E R I N G L L C Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m e t h e s e r v i c e ar e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d sit e . A n y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , an d t h e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y lia b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . DRAFT N.F.C L2.0 LE S S C H W A B T I R E C E N T E R KA L I S P E L L , M T 24 0 1 01.14.14 LA N D S C A P I N G S C H E D U L E & N O T E S -- -- -- -- -- SL MV 01.14.14 ---- 12/12/2023 PLANTING NOTES 1.CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO INSTALLATION, EXCAVATION OR PLANTING OPERATIONS. 2.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH OTHER TRADES. 3.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES. THE ILLUSTRATED LOCATIONS SHALL DICTATE COUNT. 4.PLACE TOPSOIL AT THE FOLLOWING DEPTHS PER AREA: 4.1.TURF AREAS 3" 4.2.PLANTING BEDS 6" 5.DURING PLANTING AND IRRIGATION SYSTEM INSTALLATION, CONTRACTOR SHALL KEEP ADJACENT PAVING AREAS AND WORK AREAS CLEAN AND IN ORDERLY CONDITIONS. 6.PROTECT ALL PLANT AND IRRIGATION MATERIAL FROM DAMAGE. 7.ALL TREES TO BE PLANTED TO BEAR THE SAME RELATION TO FINISH GRADE AS ORIGINALLY GROWN IN THE NURSERY. 8.IN THE EVENT OF DISCREPANCIES, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. .ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN ASSOCIATION OF NURSERYMAN'S NATIONAL STANDARD SPECIFICATION. 10.ALL PLANT MATERIAL SHALL BE INSTALLED USING APPROVED PLANTING PRACTICES. 11.CONTRACTOR TO PROVIDE IN WRITING ALL PLANT MATERIAL SUBSTITUTIONS (INCLUDING CULTIVARS) TO BE APPROVED BY LANDSCAPE ARCHITECT. 12.ALL LANDSCAPE BEDS, UNLESS OTHERWISE NOTED, TO BE LINED WITH EDGER AS SPECIFIED. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS WALKS OR SOLID FENCES WITHIN 3´ OF PRE-MULCHED FINAL GRADE. EDGER SHALL NOT BE REQUIRED TO SEPARATE MULCH TYPES UNLESS SPECIFIED ON PLANS. 13.PRIOR TO FINE GRADING AND SEEDING, SCARIFY ALL AREAS TO BE LANDSCAPED TO A MINIMUM DEPTH OF 6" USING A SUB SOILER OR OTHER METHOD APPROVED BY LANDSCAPE ARCHITECT. 14.ALL FILL MATERIAL (EITHER FROM THE SITE OR ELSEWHERE) SHALL BE CLEAN AND FREE OF UNFAVORABLE MATERIAL. NO ASPHALT, CONCRETE, WOOD, OR TOXIC MATERIAL SHALL BE USED FOR BERMS OR OTHER REQUIRED FILL. ONLY TOPSOIL OR COMMON EARTH SHALL BE USED FOR FILL. 15.PROTECT ALL LANDSCAPE AREAS UNTIL ESTABLISHED. 16.EROSION CONTROL BLANKET (3 YEAR MIN. LIFE) TO BE USED ON SLOPES GREATER THAN 3:1. SEED MIXTURE DISPERSED PRIOR TO INSTALLATION OF BLANKET. 12 13 25 IR R N 0 feet40 1" = 20' 20 60 80 DERGE R D N ETTESI EPAC S IHACR 127 ROBINSON STACEY T. A L TC A NATNOM DRAWING:Print Date:Y:\ACTIVE PROJECTS\2401- LES SCHWAB - KALISPELL\CAD\XREF\X-LAND.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : DATE DESCRIPTION REVISIONS ORIGINAL DATE: PERMIT DATE: IFC DATE: PRELIMINARY: NOT FOR CONSTRUCTION GR A H A M E N G I N E E R I N G L L C Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m e t h e s e r v i c e ar e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d sit e . A n y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , an d t h e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y lia b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . DRAFT N.F.C L2.1 LE S S C H W A B T I R E C E N T E R KA L I S P E L L , M T 24 0 1 01.14.14 LA N D S C A P I N G P L A N -- -- -- -- -- SL MV 01.14.14 ---- 12/12/2023 BOULEVARD LANDSCAPING BY OTHER RIGHT OF WAY LANDSCAPING BY OTHER SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL HUNTER MP1000 PROS-04-PRS40-CV TURF ROTATOR, 4IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M MAROON ADJ ARC 0 TO 210, L LIGHT BLUE 210 TO 270 ARC, O OLIVE 360 ARC. 38 40 HUNTER MP2000 PROS-04-PRS40-CV TURF ROTATOR, 4IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K BLACK ADJ ARC 0-210, G GREEN ADJ ARC 210-270, R RED 360 ARC. 22 40 HUNTER MP3000 PROS-04-PRS40-CV TURF ROTATOR, 4IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B BLUE ADJ ARC 0-210, Y YELLOW ADJ ARC 210-270, A GRAY 360 ARC. 7 40 HUNTER MP800SR PROS-04-PRS40-CV TURF ROTATOR, 4IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ ORANGE AND GRAY ( ARC 0-210), 360 LIME GREEN AND GRAY (ARC 360) 30 40 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL HUNTER ICZ-101-40 DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. 3 AREA TO RECEIVE DRIP EMITTERS HUNTER HE-B STANDARD POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH. 7,018 S.F./ 10HE-B emitters (2 assigned to each 1 gal plant)148 20HE-B emitters (2 assigned to each 2 gal plant)74 20HE-B emitters (2 assigned to each 5 gal plant)330 40HE-B emitters (3 assigned to each B&B, 2.25" plant)12 40HE-B emitters (2 assigned to each B&B, 6C Minimum Height plant)2 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL HUNTER PGV-101G 1IN. PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT COMMERCIAL USE. FEMALE NPT INLET/OUTLET. GLOBE CONFIGURATION, WITH FLOW CONTROL.  HUNTER ICV-G 1" 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 1 WATTS 800M4FR 1" STANDARDLY EQUIPPED WITH TEE HANDLE QUARTER TURN BALL VALVE SHUTOFFS 1kÄ2IN. k ¼³ 1IN. (15 k¼³ 25MM). THE 1-1kÄ4IN. k¼³ 2IN. (32 k ¼³ 50MM) FEATURE LEVER HANDLES. SEE SPECIFICATION SHEET FOR MORE INFORMATION. 1 HUNTER PRO-C CONTROLLER LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 4-STATION BASE MODULE CONTROLLER, 120 VAC, OUTDOOR/INDOOR MODEL 1 POINT OF CONNECTION 1"1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1,715 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 317.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 107.0 L.F. 1000 2000 3000 800 A 800 F C-1 #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE N 0 feet40 1" = 20' 20 60 80 DERGE R D N ETTESI EPAC S IHACR 127 ROBINSON STACEY T. A L TC A NATNOM DRAWING:Print Date:Y:\ACTIVE PROJECTS\2401- LES SCHWAB - KALISPELL\CAD\XREF\X-IRRG.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : DATE DESCRIPTION REVISIONS ORIGINAL DATE: PERMIT DATE: IFC DATE: PRELIMINARY: NOT FOR CONSTRUCTION GR A H A M E N G I N E E R I N G L L C Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m e t h e s e r v i c e ar e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d sit e . A n y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , an d t h e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y lia b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . DRAFT N.F.C L3.0 LE S S C H W A B T I R E C E N T E R KA L I S P E L L , M T 24 0 1 01.14.14 IR R I G A T I O N S C H E D U L E & N O T E S -- -- -- -- -- SL MV 01.14.14 ---- 12/12/2023 IRRIGATION NOTES 1.CONTRACTOR SHALL COORDINATE IRRIGATION SYSTEM LAYOUT WITH PLANTINGS. INTENT OF IRRIGATION SYSTEM IS TO PROVIDE WATER TO ALL PLANTING AND SEEDING AREAS REPRESENTED. 2.IRRIGATION PLAN IS DIAGRAMMATIC IN NATURE. FIELD ADJUSTMENT OF IRRIGATION COMPONENTS MAY BE NECESSARY TO AVOID CONFLICTS WITH EXISTING SITE CONDITIONS. REASONABLE CHANGES IN PIPE LAYOUT MAY BE MADE BY THE CONTRACTOR WITH THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 3.LINES SHOWN IN PAVEMENT ADJACENT TO TURF AREAS ARE TO BE LOCATED IN TURF. 4.SCHEDULE 40 PVC SLEEVES ARE REQUIRED UNDER ALL HARD SURFACES, EXISTING AND PROPOSED. CONTRACTOR SHALL INSTALL SLEEVES PER PLAN. ADDITIONAL SLEEVES MAY BE ADDED BY CONTRACTOR PER SPECIFICATION WITH OWNER'S APPROVAL. ALL PIPE SLEEVES SHALL BE 2 PIPE SIZES LARGER THAN PIPE TO BE INSTALLED THROUGH SLEEVE. PROVIDE SEPARATE SLEEVES FOR BOTH 120 V. AND 24 V. WIRING. WIRE SLEEVES SHALL BE 4" MINIMUM. 5.CONTRACTOR SHALL PROVIDE ALL DEVICES, WIRING, AND PROGRAMMING FOR A COMPLETE OPERATION SYSTEM. 6.ZONES WITH FLOWS THROUGH 30 GPM SHALL HAVE 1" CONTROL VALVES. ZONES WITH FLOWS 31 GPM AND GREATER SHALL HAVE 1-1/2" CONTROL VALVES PER MANUFACTURER'S RECOMMENDATIONS. 7.CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTIES SHALL BE CONTRACTOR'S RESPONSIBILITY. 8.ADJUST AIR RELIEF VALVES TO COINCIDE WITH HIGH POINT IN MAINLINE. PROVIDE AS MANY AS NECESSARY. ADJUST MAINLINE DRAIN VALVE TO COINCIDE WITH LOW POINT IN MAINLINE. .CONTRACTOR SHALL MAINTAIN AN ACCURATE CURRENT AS-BUILT ON THE JOB AT ALL TIMES. 10.VALVE LOCATIONS ARE DIAGRAMMATIC IN NATURE. 6.711 1" IR R C-1 5.552 1" 12.43 1" 14.64 1" 4.555 1" 5.816 1" 5.237 1" 86.44 1" 6.33 1" 2.8112 1" 107.77 1" 8.6411 1" N 0 feet40 1" = 20' 20 60 80 DERGE R D N ETTESI EPAC S IHACR 127 ROBINSON STACEY T. A L TC A NATNOM DRAWING:Print Date:Y:\ACTIVE PROJECTS\2401- LES SCHWAB - KALISPELL\CAD\XREF\X-IRRG.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : DATE DESCRIPTION REVISIONS ORIGINAL DATE: PERMIT DATE: IFC DATE: PRELIMINARY: NOT FOR CONSTRUCTION GR A H A M E N G I N E E R I N G L L C Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m e t h e s e r v i c e ar e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d sit e . A n y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , an d t h e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y lia b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . DRAFT N.F.C L3.1 LE S S C H W A B T I R E C E N T E R KA L I S P E L L , M T 24 0 1 01.14.14 IR R I G A T I O N P L A N -- -- -- -- -- SL MV 01.14.14 ---- 12/12/2023 BOULEVARD IRRIGATION BY OTHER RIGHT OF WAY IRRIGATION BY OTHER DERGE R D N ETTESI EPAC S IHACR 127 ROBINSON STACEY T. A L TC A NATNOM DRAWING:Print Date:Y:\ACTIVE PROJECTS\2401- LES SCHWAB - KALISPELL\CAD\XREF\X-DETL.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : DATE DESCRIPTION REVISIONS ORIGINAL DATE: PERMIT DATE: IFC DATE: PRELIMINARY: NOT FOR CONSTRUCTION GR A H A M E N G I N E E R I N G L L C Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m e t h e s e r v i c e ar e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d sit e . A n y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , an d t h e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y lia b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . L4.0 LE S S C H W A B T I R E C E N T E R KA L I S P E L L , M T 24 0 1 01.14.14 DE T A I L S -- -- -- -- -- SL MV 01.14.14 ---- 1/23/2024 ROTOR HEAD NTS 1"-3" ROTOR HEAD AS SPECIFIED SWING JOINT AS SPECIFIED LATERAL PIPE AS SPECIFIED PVC TEE FINISH GRADE HEAD TO BE 1 4" - 1 2" ABOVE FINISH GRADE EDGE OF PAVEMENT, CURB, OR BED 1 SPRAY HEAD NTS HEAD TO BE 1 4" - 1 2" ABOVE FINISH GRADE EDGE OF PAVEMENT, CURB, OR BED FINISH GRADE SPRAY HEAD AS SPECIFIED FUNNY PIPE CONNECTION LATERAL PIPE AS SPECIFIEDPVC TEE 0 DEGREE ELL BARBED INSERT FITTING 0 DEGREE STREET ELL 1"-3" 2 ELECTRICAL VALVE BOX NTS FROM MAINLINE VALVE BOX AS SPECIFIED FINISH GRADE ELECTRICAL VALVES AS SPECIFIED 3 4" MINUS WASHED GRAVEL 4-6" DEEP BRICK SUPPORT (4) PEA GRAVEL 4-6" DEEP PROVIDE 20 EXPANSION COILS EACH WIRE WIRE CONNECTORS AS SPECIFIED MAKE ALL SPLICES IN VALVE BOX LATERAL TO HEADS 3 DRIP CONTROL VALVE NTS JUMBO VALVE BOX FLUSH W/ GRADE FINISH GRADE DRIP ZONE KIT TIP FILTER 45 DEGREES WATERPROOF CONNECTORS (2) 18-24" COILED WIRE SCH 80 T.O.E. NIPPLE MAINLINE PIPE & FITTINGS SCH 80 T.O.E. NIPPLE BRICK SUPPORTS (4) 3/4" MINUS WASHED GRAVEL 4-6" DEEP REGULATOR: 25 OR 40 PSI PVC SLIP UNIONS (2) PEA GRAVEL 4-6" DEEP 4 POINT SOURCE DRIP NTS GRASSES & PERENNIALS TREES SHRUBS POINT SOURCE DRIP IRRIGATION NOTES: 1.LOCATE EMITTERS ON UPHILL SIDE OF PLANTS. ON SLOPES PROVIDE WATER RETENTION BASIN AROUND PLANTS TO ALLOW WATER TO POOL. 2.SEE PLANS FOR DRIP EMITTER QUANTITY PER PLANT TYPE. 3.LANDSCAPE STAPLE PIPING TO GROUND SURFACE # 2' O.C. OR MORE FREQUENTLY AS REQUIRED TO FOLLOW GROUND CONTOURS. STAPLE ALL DISTRIBUTION TUBING CONNECTION POINTS AND JOINT ON ALL LEGS. 4.SPAGHETTI TUBING RUNS SHALL BE 2' MAX FROM EMITTER. LANDSCAPE STAPLE TUBING TO LAY FLUSH TO GROUND SURFACE. 1/2" THIN-WALL POLY DRIP PIPE SINGLE OUTLET EMITTER 5 TRENCHING DETAILS NTS TAPE & BUNDLE ALL WIRING AT 10' INTERVALS. ALL SPLICES SHALL BE MADE IN VALVE BOXES AND LOCATED ON AS-BUILT PLANS. ALL 120 V. WIRING SHALL BE IN CONDUIT WITH MARKER TAPE AS ABOVE. ALL WIRING UNDER PAVEMENT & THROUGH SLEEVES SHALL BE IN CONDUIT. TIE A LOOSE 20" LOOP IN WIRING AT ALL CHANGES IN DIRECTION GREATER THAN 30 DEGREES. UNTIE ALL LOOPS AFTER MAKING CONNECTIONS. WIRING DIRECT BURY SECTION WIRING DIRECT BURY PLAN WIRING CONDUIT SECTION 18" WIRING CONDUIT PLAN 18"12"18"12" SECTIONS PLANS SNAKE ALL LATERAL PIPE IN TRENCH ALL MAINLINE PIPE 6" IN DIA. SHALL BE BURIED AT A DEPTH OF 36". ALL MAINLINE PIPE 4" IN DIA. SHALL BE BURIED TO A DEPTH OF 24". ALL MAINLINE PIPE 3" IN DIA. OR LESS SHALL BE BURIED TO A MINIMUM DEPTH OF 18". 18" TIES LOOP MAINLINE LATERAL LATERAL BEDDING LOW VOLTAGE WIRE OR 120V. WIRE IN CONDUIT 6 NOTES: 1.ALL IRRIGATION SLEEVING SHALL BE (2) SIZES LARGER THAN PIPE OR COMBINATION OF PIPES THEREIN ENCLOSED. WITH MINIMUM SIZE TO BE 4" SCHEDULE 40 PVC. 2.SUPPLY (1) EXTRA SLEEVE WITH EACH IRRIGATION SLEEVE FOR CONTROL WIRES. BORE UNDER EXISTING PAVING WHERE REQUIRED. BORE SEPARATELY FOR CONTROL WIRES. 3.BURY MARKING TAPE ABOVE ALL SLEEVES 6" BELOW PAVEMENT. 4.INSTALL 3" HT IRRIGATION "I" STAMP IN PAVEMENT WHERE SLEEVES ARE LOCATED UNDER NEW PAVEMENT. 5.WHEN TRENCHING PROVIDE A 4" CLEARANCE AROUND SIDES OF SLEEVES. SLOPE SIDES FO TRENCH PER OSHA SPECIFICATIONS. 6.TYPICAL LES SCHWAB SLEEVE DETAIL. IRRIGATION SLEEVE NTS FINISH GRADE BACKFILL WITH EXCAVATION MATERIAL REMOVED FROM TRENCH 6" MARKER TAPE, TYP. BEDDING AS SPECIFIED IRRIGATION SLEEVE CONTROLLER WIRE SLEEVE IF APPLICABLE IRRIGATION SLEEVE PAVEMENT EDGE NEAREST JOINT IF APPLICABLE STAMPED LETTER PAVEMENT 1 8" TY P . 6" M I N EX T E N D SL E E V E 1 ' - 0 " BE Y O N D PA V E M E N T 6" MIN 4" MIN. 4" MI N . 2" M I N CO V E R 2' - 0 " 6" SECTION PLAN 7 IRRIGATION MAINLINE PIPE IRRIGATION POINT OF CONNECTION NST THREADED BRASS HOSE BIB FOR BLOWOUT EDGE OF BUILDING SHUTOFF BALL VALVE MASTER VALVE BACKFLOW PREVENTER SEE PLUMBING PVC SLEEVE TRAFFIC RATED VALVE BOX COPPER FEMALE ADAPTER PVC MALE ADAPTER VALVE BOX 8 DERGE R D N ETTESI EPAC S IHACR 127 ROBINSON STACEY T. A L TC A NATNOM DRAWING:Print Date:Y:\ACTIVE PROJECTS\2401- LES SCHWAB - KALISPELL\CAD\XREF\X-DETL.DWG DRAWING NUMBER: Ch e c k e d : Dr a w n : PR O J E C T N O : DATE DESCRIPTION REVISIONS ORIGINAL DATE: PERMIT DATE: IFC DATE: PRELIMINARY: NOT FOR CONSTRUCTION GR A H A M E N G I N E E R I N G L L C Th i s d r a w i n g a n d a l l r e l a t e d d o c u m e n t s ( i n c l u d i n g t h o s e o n e l e c t r o n i c m e d i a ) w e r e p r e p a r e d b y G R A H A M EN G I N E E R I N G L L C , e x c e p t a s n o t e d o t h e r w i s e h e r e i n , a s i n s t r u m e n t s o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f GR A H A M E N G I N E E R I N G L L C . T h e i n f o r m a t i o n s h o w n h e r e i n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m e t h e s e r v i c e ar e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d sit e . A n y o t h e r u s e o f s a i d d o c u m e n t s , i n c l u d i n g ( w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , an d t h e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y G R A H A M E N G I N E E R I N G L L C f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m su c h u n a u t h o r i z e d u s e . S u c h u s e h a l l c a u s e t h e w a i v e r o f e x p r e s s e d o r i m p l i e d w a r r a n t i e s a n d s h a l l s e r v e a n y lia b i l i t i e s w h i c h m a y a r i s e f r o m c o n s t r u c t i o n , u s e o r r e s u l t o f s u c h u n a u t h o r i z e d u s e o r c h a n g e s . L4.1 LE S S C H W A B T I R E C E N T E R KA L I S P E L L , M T 24 0 1 01.14.14 DE T A I L S -- -- -- -- -- SL MV 01.14.14 ---- 1/23/2024 TREE TO BE PRUNED PER SPECIFICATIONS NOTES: 1.STAKING AND TREE WRAPPING REQUIRED. 2.IF PLANTS APPEAR ROOT BOUND, SCARIFY OUTER PERIPHERY OF ROOTBALLS AS NECESSARY. ROOT FLARE TO BE AT TOP OF MULCH 3" LAYER OF MULCH AS SPECIFIED W/ 1" OF MULCH OVER ROOTBALL STAKE TO BE LOCATED IN NATIVE SOIL EXCAVATE HOLE TWO TIMES DIAMETER OF ROOTBALL AT BASE & THREE TIMES DIAMETER OF ROOTBALL AT TOP OF HOLE COMPACT TOP OF SUBGRADE UNDER ROOTBALL TO REDUCE SETTLEMENT CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 1 3 OF ROOTBALL FINISH GRADE BACKFILL WITH 12 AMENDED SOIL & 12 NATIVE SOIL DUCKBILL ANCHOR SPACE STAKES/DUCKBILLS EVENLY CENTURY VINYL TREE GUARD OR APPROVED EQUAL DECIDUOUS TREE PLANTING NTS1 TREE TO BE PRUNED PER SPECIFICATIONS ROOT FLARE TO BE AT TOP OF MULCH 3" LAYER OF MULCH AS SPECIFIED W/ 1" OF MULCH OVER ROOTBALL STAKE TO BE LOCATED IN NATIVE SOIL EXCAVATE HOLE TWO TIMES DIAMETER OF ROOTBALL AT BASE & THREE TIMES DIAMETER OF ROOTBALL AT TOP OF HOLE COMPACT TOP OF SUBGRADE UNDER ROOTBALL TO REDUCE SETTLEMENT CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 1 3 OF ROOTBALL FINISH GRADE BACKFILL WITH 1 2 AMENDED SOIL & 1 2 NATIVE SOIL DUCKBILL ANCHOR SPACE STAKES/DUCKBILLS EVENLY NOTES: 1.STAKING AND TREE WRAPPING REQUIRED. 2.IF PLANTS APPEAR ROOT BOUND, SCARIFY OUTER PERIPHERY OF ROOTBALLS AS NECESSARY. CENTURY VINYL TREE GUARD OR APPROVED EQUAL EVERGREEN TREE PLANTING NTS2 SHRUB PLANTING NTS 6" MIN SHRUB TO BE PRUNED PER SPECIFICATIONS 3" LAYER OF MULCH, AS SPECIFIED, W/ 1" LAYER OF MULCH OVER ROOTBALL BACKFILL WITH 1 2 AMENDED SOIL & 1 2 NATIVE SOIL COMPACT TOP OF SUBGRADE UNDER ROOTBALL TO REDUCE SETTLEMENT NATIVE SOIL WEED FABRIC SEE NOTES NOTES: 1.SHRUBS PLANTED IN MANICURED BEDS SHALL RECEIVE WEED FABRIC 2.SHRUBS IN NATIVE GRASSES RECEIVE ONLY MULCH 3 PERENNIAL/GROUNDCOVER PLANTING - MANICURED BED NTS 6" M I N 1" THICK LAYER OF MULCH AROUND ALL PERENNIALS WEED BARRIER FABRIC, FINISH GRADE AMENDED SOIL, DEPTH VARIES (SEE SPECIFICATIONS) EXISTING SOIL CUT WEED BARRIER FABRIC NO LARGER THAN CONTAINER SIZEPLANTS TO BE TRIANGULARLY SPACED MULCH AS SPECIFIED EDGE OF HARD SURFACE (WHERE APPLICABLE) WEED BARRIER FABRIC NOTES: 1.SEE PLANTING LEGEND FOR PLANT SPECIES, SIZE, AND SPACING DIMENSIONS. 2.SMALL ROOTS (1 4" OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOTBALL PERIPHERY ARE CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE, HOWEVER, THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. EQ.EQ. PLAN VIEW SECTION VIEW 4 BOULDER PLACEMENT NTS NOTES: 1.BOULDERS SHALL BE PLACED IN GROUPS AS INDICATED ON PLANS. BOULDERS SHALL NEVER BE EVENLY SPACED OR CONFIGURED IN STRAIGHT LINES. 2.BOULDERS SHALL NATURAL MOSS AND LICHEN COVERED ROCK OF VARYING COLORS, AS APPROVED BY THE LANDSCAPE ARCHITECT. 3.PLACE ALL BOULDERS SUCH THAT 1 3 OF THE TOTAL MASS OF EACH BOULDER IS BELOW FINISH GRADE. 4.BOULDERS SHALL BE 2.5' TO 6' DIAMETER. 5.BOULDERS SHALL NOT BE SCRATCHED OR BROKEN, INCLUDING MARKS OR SCRATCHES DURING PLACEMENT. 5'-03 4" 2.5-6' BOULDERS LOCATED PER PLAN DO NOT SCAR OR DAMAGE, BURY 1 3 OF BOULDER BELOW FINISH GRADE FINISH GRADE COMPACTED SUBGRADE COMPACT SUBGRADE BEHIND BOULDERS (TYP) FINISH GRADE FINISH GRADE WHERE BOULDERS RETAIN GRADE 2.5-6' BOULDERS LOCATED PER PLAN DO NOT SCAR OR DAMAGE, BURY 1 3 OF BOULDER BELOW FINISH GRADEMOSS & LICHEN COVERED BOULDERS TO BE PLACED IN A NATURAL CONFIGURATION 5 EDGING, MULCH, AND FABRIC NTS 3" LAYER OF MULCH AS SPECIFIED TOP OF EDGING TO BE MAXIMUM OF 1 2" ABOVE SURFACE MATERIAL FINISH GRADE 8" STAPLES TO ANCHOR WEED BARRIER TRIANGULAR SPACING 3' O.C. & 1' O.C. LINEAR SPACING AT JOINTS WEED BARRIER FABRIC NONWOVEN TYPAR STYLE 3201 LAP 3" AT JOINTS EDGING AS SPECIFIED INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS 6 MATERIAL LEGEND: BASALITE CMU -SPLIT FACE, #695 (CHARCOAL) BASALITE CMU -GROUND FACE, #615 (WHITE) BASALITE CMU -PRECISION FACE, #695 (CHARCOAL) BASALITE CMU -SPLIT FACE, #675 (INCA RED) SOFFIT PANEL PAC-CLAD FLUSH SOLID W/ PVDF WOOD GRAIN FINISH (COPPER) SITE FURNISHINGS IN DARK BRONZE, TRASH RECEPTICLE AND BENCH PAINT AND/OR PREFINISHED METAL (MATCH KAWNEER #40 DARK BRONZE) SOFFIT PANEL PAC-CLAD FLUSH SOLID W/ PVDF WOOD GRAIN FINISH (COPPER) 2" STANDSEAM METAL ROOFING -DARK BRONZE BLK-1 BLK-2 BLK-3 BLK-4 SP-1 SF-1 EP-2 SP-1 R-4 GROUND FLOOR 100'-0" GROUND FLOOR 100'-0" SECOND FLOOR 112'-0" LOWER CMU CHANGE 104'-0" LOWER CMU CHANGE 104'-0" UPPER CMU CHANGE 119'-4" UPPER CMU CHANGE 119'-4" T.O. FRONT WALL 128'-8" T.O. OVERHEAD DOOR 112'-0" T.O. PARAPET 125'-4" 126'-8" T.O. PARAPET BLK-2 BLK-3 EP-2 BLK-4 BLK-1 BLK-2 BLK-1 EP-2 EP-2 EP-2 SP-1 SP-1 GROUND FLOOR 100'-0" GROUND FLOOR 100'-0" LOWER CMU CHANGE 104'-0" LOWER CMU CHANGE 104'-0" UPPER CMU CHANGE 119'-4" UPPER CMU CHANGE 119'-4" T.O. PARAPET 125'-4" 130'-2 1/2" T.O. ROOF BLK-2 BLK-1 BLK-4BLK-4 BLK-2 BLK-1 EP-2EP-2 EP-2 EP-2 110'-0" T.O. OVERHEAD DOOR GROUND FLOOR 100'-0" GROUND FLOOR 100'-0" LOWER CMU CHANGE 104'-0" LOWER CMU CHANGE 104'-0" UPPER CMU CHANGE 119'-4" UPPER CMU CHANGE 119'-4" 130'-2 1/2" T.O. ROOF BLK-2 BLK-1 BLK-3 BLK-3 BLK-2 BLK-1 EP-2 115'-4" T.O. STOREFRONT REVISIONS 1/9/2024 10:37:31 AM EXTERIOR ELEVATIONS A2.1 01.09.2024 © 2023 | ALL RIGHTS RESERVED PROTO SET Q4 2023 DESIGNED BY | NC DRAWN BY | TC LE S S C H W A B T I R E C E N T E R - K A L I S P E L L , M T 9 B A Y L H L I N E A R S T O R E - P R O T O T Y P E Q 4 2 0 2 3 U. S . H I G H W A Y 9 3 & R O S E C R O S S I N G K A L I S P E L L , M T | Project# 2326 | PROJECT# | 2326 1/8" = 1'-0" FRONT ELEVATION 1/8" = 1'-0" SERVICE BAY ELEVATION PERSPECTIVE 1/8" = 1'-0" SHOWROOM ELEVATION GROUND FLOOR 100'-0" GROUND FLOOR 100'-0" LOWER CMU CHANGE 104'-0" LOWER CMU CHANGE 104'-0" UPPER CMU CHANGE 119'-4" UPPER CMU CHANGE 119'-4" T.O. LOW WALL 124'-11 3/4" T.O. PARAPET 125'-4" BLK-4 BLK-2 BLK-1 BLK-3 BLK-2 BLK-1 R-4 EP-2 EP-2 GROUND FLOOR 100'-0" LOWER CMU CHANGE 104'-0" T.O. ENCLOSURE 108'-0" BLK-1 BLK-2BLK-2 BLK-1 EP-2 EP-2 GROUND FLOOR 100'-0" LOWER CMU CHANGE 104'-0" T.O. ENCLOSURE 108'-0"BLK-2 BLK-1 BLK-2 BLK-1 GROUND FLOOR 100'-0" LOWER CMU CHANGE 104'-0" T.O. ENCLOSURE 108'-0" BLK-2 BLK-1 BLK-2 BLK-1 GROUND FLOOR 100'-0" LOWER CMU CHANGE 104'-0" T.O. ENCLOSURE 108'-0"BLK-2 BLK-1 BLK-1 BLK-2 MATERIAL LEGEND: BASALITE CMU -SPLIT FACE, #695 (CHARCOAL) BASALITE CMU -GROUND FACE, #615 (WHITE) BASALITE CMU -PRECISION FACE, #695 (CHARCOAL) BASALITE CMU -SPLIT FACE, #675 (INCA RED) SOFFIT PANEL PAC-CLAD FLUSH SOLID W/ PVDF WOOD GRAIN FINISH (COPPER) SITE FURNISHINGS IN DARK BRONZE, TRASH RECEPTICLE AND BENCH PAINT AND/OR PREFINISHED METAL (MATCH KAWNEER #40 DARK BRONZE) SOFFIT PANEL PAC-CLAD FLUSH SOLID W/ PVDF WOOD GRAIN FINISH (COPPER) 2" STANDSEAM METAL ROOFING -DARK BRONZE BLK-1 BLK-2 BLK-3 BLK-4 SP-1 SF-1 EP-2 SP-1 R-4 REVISIONS 1/9/2024 10:37:56 AM EXTERIOR ELEVATIONS A2.2 01.09.2024 © 2023 | ALL RIGHTS RESERVED PROTO SET Q4 2023 DESIGNED BY | NC DRAWN BY | TC LE S S C H W A B T I R E C E N T E R - K A L I S P E L L , M T 9 B A Y L H L I N E A R S T O R E - P R O T O T Y P E Q 4 2 0 2 3 U. S . H I G H W A Y 9 3 & R O S E C R O S S I N G K A L I S P E L L , M T | Project# 2326 | PROJECT# | 2326 1/8" = 1'-0" REAR ELEVATION 1/8" = 1'-0" TRASH ENCLOSURE/BULLPEN FRONT ELEVATION 1/8" = 1'-0" TRASH ENCLOSURE/BULLPEN REAR ELEVATION 1/8" = 1'-0" TRASH ENCLOSURE/BULLPEN RIGHT ELEVATION 1/8" = 1'-0" TRASH ENCLOSURE/BULLPEN LEFT ELEVATION PERSPECTIVE FRONT ELEVATION - SCALE: 1/32”= 1'-0” 1605 NE Forbes Rd. Bend, Oregon 97709 1 894 LIBSAHTESDE PH (541) 382-2182 FAX (541) 382-2196 Sign B Location: Proj Mgr: File Name: Scale: Dwg By: Date: Rev. Rev. 29 ' - 0 " 165'-3" ELECTRICAL CABINET DETAIL ITEM Cabinet Illumination Faces Copy SUBSTRATE Aluminum LED 3/16" acrylic Vinyl COLOR SPECIFICATION LS Red White Acrylite 432 Yellow / White 3M High Performance Black 3M Cardinal 230-53 disconnectswitch 2" x 2" angle iron bolted to top & bottomof cabinet MOUNTING DETAIL 3/16" plex White LED units Aluminum Cabinet 3/8” x 4 1/2” lags at 6” from edge of sign and along top of sign at 4' intervals into studs, wood blocking or masonry. Use 3/8” “toggler” brand toggle bolts where walls are hollow. Seal building penetrations with EIFS approved sealant if installed on EIFS Formed Logo Attachment Detail Primary electrical source (existing) CL CL CL Calculations: Allowed Signage - Varies per code Proposed Signage - 46.77sf 2' - 1 0 1 / 2 ” 3' - 9 " 15'-0" 4'-2" Internally illuminated logo sign 1.1 amp - 310# side view 8'' 12''1.82 sq. ft. 1.82 sq. ft. 43.125 sq. ft. Total 46.77 sq. ft. Logo on Wood or MasonryLogo on Metal FaciaLogo on Mansard Channel letter on stucco/EIFS Channel letter on block Channel letter - remote Channel letter on metal facia disconnectswitch 2" x 2" angle iron bolted to top & bottom of cabinet MOUNTING DETAIL 3/16" plex White LED units Aluminum Cabinet Formed Logo Attachment Detail Primary electrical source (existing) 2” x 2” x 1/8” angle iron at top of raceway with 3/8” snap toggles into hat channel (existing) with crush collars/spacers at 6” from edge of sign and along top of raceway at 4’ intervals14” MOUNTING DETAIL#12 screws (4 Minimum) through aluminum letter back and through EIFS/stucco/metal facia system to ridgid wall substrate, (use snap toggleswhere cells are hollow or metal framing) Max Weight 20 lbs. per letter Primary electrical source (EXISTING) Disconnect switch LED va r i e s LISTEDpower supply Seal all penetrations with approved sealant ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) MOUNTING DETAIL MOUNTING DETAIL Metal Facia Metal Facia Seal building penetrations to comply with applicable building code requirements. Seal building penetrations to comply with applicable building code requirements. 2” deep grounded cont. sheet metalbacker panel with 3/8” snap toggles into hat channel (existing) with crush collars/spacers at 6” from edge of sign and length of sign at 4’ intervals 2” deep grounded cont. sheet metal backer panel with 3/8” lags into wood framing with stucco/EIFS (use 3/8” snap toggles where cells are hollow or metalframing) crush collars/spacers at 6” from edge of sign and length of sign at 4’ intervals Listed disconnect switch in primary to be within sight (max 50 ft.) of sign. (Switch may be integral with sign as shown.) Listed disconnect switch in primary to be within sight (max 50 ft.) of sign.(Switch may be integral with sign as shown.) Primary electrical source (existing) Primary electrical source (existing) UL Listed Power Supply UL Listed Power Supply Letter height varies Letter heightvaries 14” LED LED side view side view 8'' 12'' 2' - 7 ” 3'- 4 1 / 2 ” 13'-6” 3'-9” Internally illuminated logo sign 1.1 amp - 220# Internally illuminated logo sign1.1 amp - 160#side view8''12''1'-11”2'-6"2'-9 1/2"10'-0" 36.42 Sq Ft Total 38.94 Sq Ft Total 20.78 Sq Ft 1.26 Sq Ft 1.26 Sq Ft .81.8119.16MOUNTING / ELECTRICAL DETAIL - Mansard Roof 1.5” x 1.5” x .25” Angle Iron (by G.C.) Vented Sheet Metal Soffit Carefully Removed to Access Thru Bolts 1.5” Hat Channel disconnect switch 3/16" plex White LEDs Aluminum Cabinet 1/4" drain holes every 4' Primaryelectrical penetration disconnect switch 2" x 2" angle iron bolted to top & bottomof cabinet 3/16" plex White LED units Aluminum Cabinet 3/8” x 4 1/2” lags at 6” from edge of sign and along top of sign at 4' intervals into studs, wood blocking or masonry. Use 3/8” “toggler” brand toggle bolts where walls are hollow. Seal building penetrations with EIFS approved sealant if installed on EIFS Formed Logo Attachment Detail Primary electrical source (existing) Internally illuminated logo sign 1.1 amp - 525#side view 8'' 12'' 5'-6”13'-3" 20'-0" 3'- 1 0 " 5'- 0 " 2'-10 1/2”3'-9"15'-0"4'-2"Internally illuminated logo sign1.1 amp - 310#side view8''12'' ITEM Returns Trimcap Faces Illumination Raceway SUBSTRATE .040 aluminum 1" 3/16" Acrylic LED 24 gauge galv. shtmtl. COLOR Black Black Acrylite 432-2 Yellow White MP 15967 Colonial Red 1605 NE Forbes Rd. Bend, Oregon 97709 1 894 LIBSAHTESDE PH (541) 382-2182 FAX (541) 382-2196 16” INDIVIDUAL CHANNEL LETTERS FRONT ELEVATION - SCALE: 1/32”= 1'-0” Sign C 7” side view 29 ' - 0 " 165'-3"CL CL CL ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) MOUNTING DETAIL Metal Facia Seal building penetrations to comply with applicable building code requirements. 2” deep grounded cont. sheet metal backer panel with 3/8” lags and shields (use 3/8” snap toggles where cells are hollow) with crush collars/spacers at 6” from edge of signand length of sign at 4’ intervals Listed disconnect switch in primary to be within sight (max 50 ft.) of sign. (Switch may be integralwith sign as shown.) Primary electrical source (existing) UL Listed Power Supply Letter height varies LED Location: Proj Mgr: File Name: Scale: Dwg By: Date: Rev. Rev. 1' - 8 " 30’-0” 20” High Raceway with 2” x 2” Angle Iron Mounting Bracket Scale 1/4” = 1’ - 50sq ft 1.1 amp - 240# 2’-0”Power Location Calculations: Allowed Signage - Varies per code Proposed Signage - 50sf Logo on Wood or MasonryLogo on Metal FaciaLogo on Mansard Channel letter on stucco/EIFS Channel letter on block Channel letter - remote Channel letter on metal facia disconnectswitch 2" x 2" angle iron bolted to top & bottom of cabinet MOUNTING DETAIL 3/16" plex White LED units Aluminum Cabinet Formed Logo Attachment Detail Primary electrical source (existing) 2” x 2” x 1/8” angle iron at top of raceway with 3/8” snap toggles into hat channel (existing) with crush collars/spacers at 6” from edge of sign and along top of raceway at 4’ intervals14” MOUNTING DETAIL#12 screws (4 Minimum) through aluminum letter back and through EIFS/stucco/metal facia system to ridgid wall substrate, (use snap toggleswhere cells are hollow or metal framing) Max Weight 20 lbs. per letter Primary electrical source (EXISTING) Disconnect switch LED va r i e s LISTEDpower supply Seal all penetrations with approved sealant ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) MOUNTING DETAIL MOUNTING DETAIL Metal Facia Metal Facia Seal building penetrations to comply with applicable building code requirements. Seal building penetrations to comply with applicable building code requirements. 2” deep grounded cont. sheet metalbacker panel with 3/8” snap toggles into hat channel (existing) with crush collars/spacers at 6” from edge of sign and length of sign at 4’ intervals 2” deep grounded cont. sheet metal backer panel with 3/8” lags into wood framing with stucco/EIFS (use 3/8” snap toggles where cells are hollow or metalframing) crush collars/spacers at 6” from edge of sign and length of sign at 4’ intervals Listed disconnect switch in primary to be within sight (max 50 ft.) of sign. (Switch may be integral with sign as shown.) Listed disconnect switch in primary to be within sight (max 50 ft.) of sign.(Switch may be integral with sign as shown.) Primary electrical source (existing) Primary electrical source (existing) UL Listed Power Supply UL Listed Power Supply Letter height varies Letter heightvaries 14” LED LED side view side view 8'' 12'' 2' - 7 ” 3'- 4 1 / 2 ” 13'-6” 3'-9” Internally illuminated logo sign 1.1 amp - 220# Internally illuminated logo sign1.1 amp - 160#side view8''12''1'-11”2'-6"2'-9 1/2"10'-0" 36.42 Sq Ft Total 38.94 Sq Ft Total 20.78 Sq Ft 1.26 Sq Ft 1.26 Sq Ft .81.8119.16MOUNTING / ELECTRICAL DETAIL - Mansard Roof 1.5” x 1.5” x .25” Angle Iron (by G.C.) Vented Sheet Metal Soffit Carefully Removed to Access Thru Bolts 1.5” Hat Channel disconnect switch 3/16" plex White LEDs Aluminum Cabinet 1/4" drain holes every 4' Primaryelectrical penetration disconnect switch 2" x 2" angle iron bolted to top & bottomof cabinet 3/16" plex White LED units Aluminum Cabinet 3/8” x 4 1/2” lags at 6” from edge of sign and along top of sign at 4' intervals into studs, wood blocking or masonry. Use 3/8” “toggler” brand toggle bolts where walls are hollow. Seal building penetrations with EIFS approved sealant if installed on EIFS Formed Logo Attachment Detail Primary electrical source (existing) Internally illuminated logo sign 1.1 amp - 525#side view 8'' 12'' 5'-6”13'-3" 20'-0" 3'- 1 0 " 5'- 0 " 2'-10 1/2”3'-9"15'-0"4'-2"Internally illuminated logo sign1.1 amp - 310#side view8''12'' SIDE ELEVATION - SCALE: 1/32”= 1'-0” 1605 NE Forbes Rd. Bend, Oregon 97709 1 894 LIBSAHTESDE PH (541) 382-2182 FAX (541) 382-2196 Sign D Location: Proj Mgr: File Name: Scale: Dwg By: Date: Rev. Rev. 29 ' - 0 " 55'-6" ELECTRICAL CABINET DETAIL ITEM Cabinet Illumination Faces Copy SUBSTRATE Aluminum LED 3/16" acrylic Vinyl COLOR SPECIFICATION LS Red White Acrylite 432 Yellow / White 3M High Performance Black 3M Cardinal 230-53 disconnectswitch 2" x 2" angle iron bolted to top & bottomof cabinet MOUNTING DETAIL 3/16" plex White LED units Aluminum Cabinet 3/8” x 4 1/2” lags at 6” from edge of sign and along top of sign at 4' intervals into studs, wood blocking or masonry. Use 3/8” “toggler” brand toggle bolts where walls are hollow. Seal building penetrations with EIFS approved sealant if installed on EIFS Formed Logo Attachment Detail Primary electrical source (existing) Calculations: Allowed Signage - Varies per code Proposed Signage - 46.77sf 2' - 1 0 1 / 2 ” 3' - 9 " 15'-0" 4'-2" Internally illuminated logo sign 1.1 amp - 310# side view 8'' 12''1.82 sq. ft. 1.82 sq. ft. 43.125 sq. ft. Total 46.77 sq. ft. CL CL Logo on Wood or MasonryLogo on Metal FaciaLogo on Mansard Channel letter on stucco/EIFS Channel letter on block Channel letter - remote Channel letter on metal facia disconnectswitch 2" x 2" angle iron bolted to top & bottom of cabinet MOUNTING DETAIL 3/16" plex White LED units Aluminum Cabinet Formed Logo Attachment Detail Primary electrical source (existing) 2” x 2” x 1/8” angle iron at top of raceway with 3/8” snap toggles into hat channel (existing) with crush collars/spacers at 6” from edge of sign and along top of raceway at 4’ intervals14” MOUNTING DETAIL#12 screws (4 Minimum) through aluminum letter back and through EIFS/stucco/metal facia system to ridgid wall substrate, (use snap toggleswhere cells are hollow or metal framing) Max Weight 20 lbs. per letter Primary electrical source (EXISTING) Disconnect switch LED va r i e s LISTEDpower supply Seal all penetrations with approved sealant ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) MOUNTING DETAIL MOUNTING DETAIL Metal Facia Metal Facia Seal building penetrations to comply with applicable building code requirements. Seal building penetrations to comply with applicable building code requirements. 2” deep grounded cont. sheet metalbacker panel with 3/8” snap toggles into hat channel (existing) with crush collars/spacers at 6” from edge of sign and length of sign at 4’ intervals 2” deep grounded cont. sheet metal backer panel with 3/8” lags into wood framing with stucco/EIFS (use 3/8” snap toggles where cells are hollow or metalframing) crush collars/spacers at 6” from edge of sign and length of sign at 4’ intervals Listed disconnect switch in primary to be within sight (max 50 ft.) of sign. (Switch may be integral with sign as shown.) Listed disconnect switch in primary to be within sight (max 50 ft.) of sign.(Switch may be integral with sign as shown.) Primary electrical source (existing) Primary electrical source (existing) UL Listed Power Supply UL Listed Power Supply Letter height varies Letter heightvaries 14” LED LED side view side view 8'' 12'' 2' - 7 ” 3'- 4 1 / 2 ” 13'-6” 3'-9” Internally illuminated logo sign 1.1 amp - 220# Internally illuminated logo sign1.1 amp - 160#side view8''12''1'-11”2'-6"2'-9 1/2"10'-0" 36.42 Sq Ft Total 38.94 Sq Ft Total 20.78 Sq Ft 1.26 Sq Ft 1.26 Sq Ft .81.8119.16MOUNTING / ELECTRICAL DETAIL - Mansard Roof 1.5” x 1.5” x .25” Angle Iron (by G.C.) Vented Sheet Metal Soffit Carefully Removed to Access Thru Bolts 1.5” Hat Channel disconnect switch 3/16" plex White LEDs Aluminum Cabinet 1/4" drain holes every 4' Primaryelectrical penetration disconnect switch 2" x 2" angle iron bolted to top & bottomof cabinet 3/16" plex White LED units Aluminum Cabinet 3/8” x 4 1/2” lags at 6” from edge of sign and along top of sign at 4' intervals into studs, wood blocking or masonry. Use 3/8” “toggler” brand toggle bolts where walls are hollow. Seal building penetrations with EIFS approved sealant if installed on EIFS Formed Logo Attachment Detail Primary electrical source (existing) Internally illuminated logo sign 1.1 amp - 525#side view 8'' 12'' 5'-6”13'-3" 20'-0" 3'- 1 0 " 5'- 0 " 2'-10 1/2”3'-9"15'-0"4'-2"Internally illuminated logo sign1.1 amp - 310#side view8''12'' REAR ELEVATION - SCALE: 1/32”= 1'-0” 1605 NE Forbes Rd. Bend, Oregon 97709 1 894 LIBSAHTESDE PH (541) 382-2182 FAX (541) 382-2196 Sign E Location: Proj Mgr: File Name: Scale: Dwg By: Date: Rev. Rev. 29 ' - 0 " 165'-3" ELECTRICAL CABINET DETAIL ITEM Cabinet Illumination Faces Copy SUBSTRATE Aluminum LED 3/16" acrylic Vinyl COLOR SPECIFICATION LS Red White Acrylite 432 Yellow / White 3M High Performance Black 3M Cardinal 230-53 disconnectswitch 2" x 2" angle iron bolted to top & bottomof cabinet MOUNTING DETAIL 3/16" plex White LED units Aluminum Cabinet 3/8” x 4 1/2” lags at 6” from edge of sign and along top of sign at 4' intervals into studs, wood blocking or masonry. Use 3/8” “toggler” brand toggle bolts where walls are hollow. Seal building penetrations with EIFS approved sealant if installed on EIFS Formed Logo Attachment Detail Primary electrical source (existing) CL CL Calculations: Allowed Signage - Varies per code Proposed Signage - 46.77sf 2' - 1 0 1 / 2 ” 3' - 9 " 15'-0" 4'-2" Internally illuminated logo sign 1.1 amp - 310# side view 8'' 12''1.82 sq. ft. 1.82 sq. ft. 43.125 sq. ft. Total 46.77 sq. ft. Logo on Wood or MasonryLogo on Metal FaciaLogo on Mansard Channel letter on stucco/EIFS Channel letter on block Channel letter - remote Channel letter on metal facia disconnectswitch 2" x 2" angle iron bolted to top & bottom of cabinet MOUNTING DETAIL 3/16" plex White LED units Aluminum Cabinet Formed Logo Attachment Detail Primary electrical source (existing) 2” x 2” x 1/8” angle iron at top of raceway with 3/8” snap toggles into hat channel (existing) with crush collars/spacers at 6” from edge of sign and along top of raceway at 4’ intervals14” MOUNTING DETAIL#12 screws (4 Minimum) through aluminum letter back and through EIFS/stucco/metal facia system to ridgid wall substrate, (use snap toggleswhere cells are hollow or metal framing) Max Weight 20 lbs. per letter Primary electrical source (EXISTING) Disconnect switch LED va r i e s LISTEDpower supply Seal all penetrations with approved sealant ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) MOUNTING DETAIL MOUNTING DETAIL Metal Facia Metal Facia Seal building penetrations to comply with applicable building code requirements. Seal building penetrations to comply with applicable building code requirements. 2” deep grounded cont. sheet metalbacker panel with 3/8” snap toggles into hat channel (existing) with crush collars/spacers at 6” from edge of sign and length of sign at 4’ intervals 2” deep grounded cont. sheet metal backer panel with 3/8” lags into wood framing with stucco/EIFS (use 3/8” snap toggles where cells are hollow or metalframing) crush collars/spacers at 6” from edge of sign and length of sign at 4’ intervals Listed disconnect switch in primary to be within sight (max 50 ft.) of sign. (Switch may be integral with sign as shown.) Listed disconnect switch in primary to be within sight (max 50 ft.) of sign.(Switch may be integral with sign as shown.) Primary electrical source (existing) Primary electrical source (existing) UL Listed Power Supply UL Listed Power Supply Letter height varies Letter heightvaries 14” LED LED side view side view 8'' 12'' 2' - 7 ” 3'- 4 1 / 2 ” 13'-6” 3'-9” Internally illuminated logo sign 1.1 amp - 220# Internally illuminated logo sign1.1 amp - 160#side view8''12''1'-11”2'-6"2'-9 1/2"10'-0" 36.42 Sq Ft Total 38.94 Sq Ft Total 20.78 Sq Ft 1.26 Sq Ft 1.26 Sq Ft .81.8119.16MOUNTING / ELECTRICAL DETAIL - Mansard Roof 1.5” x 1.5” x .25” Angle Iron (by G.C.) Vented Sheet Metal Soffit Carefully Removed to Access Thru Bolts 1.5” Hat Channel disconnect switch 3/16" plex White LEDs Aluminum Cabinet 1/4" drain holes every 4' Primaryelectrical penetration disconnect switch 2" x 2" angle iron bolted to top & bottomof cabinet 3/16" plex White LED units Aluminum Cabinet 3/8” x 4 1/2” lags at 6” from edge of sign and along top of sign at 4' intervals into studs, wood blocking or masonry. Use 3/8” “toggler” brand toggle bolts where walls are hollow. Seal building penetrations with EIFS approved sealant if installed on EIFS Formed Logo Attachment Detail Primary electrical source (existing) Internally illuminated logo sign 1.1 amp - 525#side view 8'' 12'' 5'-6”13'-3" 20'-0" 3'- 1 0 " 5'- 0 " 2'-10 1/2”3'-9"15'-0"4'-2"Internally illuminated logo sign1.1 amp - 310#side view8''12'' SIDE ELEVATION - SCALE: 1/32”= 1'-0” 1605 NE Forbes Rd. Bend, Oregon 97709 1 894 LIBSAHTESDE PH (541) 382-2182 FAX (541) 382-2196 Sign F Location: Proj Mgr: File Name: Scale: Dwg By: Date: Rev. Rev. 29 ' - 0 " 58'-10" ELECTRICAL CABINET DETAIL ITEM Cabinet Illumination Faces Copy SUBSTRATE Aluminum LED 3/16" acrylic Vinyl COLOR SPECIFICATION LS Red White Acrylite 432 Yellow / White 3M High Performance Black 3M Cardinal 230-53 disconnectswitch 2" x 2" angle iron bolted to top & bottomof cabinet MOUNTING DETAIL 3/16" plex White LED units Aluminum Cabinet 3/8” x 4 1/2” lags at 6” from edge of sign and along top of sign at 4' intervals into studs, wood blocking or masonry. Use 3/8” “toggler” brand toggle bolts where walls are hollow. Seal building penetrations with EIFS approved sealant if installed on EIFS Formed Logo Attachment Detail Primary electrical source (existing) CL CL 2' - 1 0 1 / 2 ” 3' - 9 " 15'-0" 4'-2" Internally illuminated logo sign 1.1 amp - 310# side view 8'' 12''1.82 sq. ft. 1.82 sq. ft. 43.125 sq. ft. Total 46.77 sq. ft. Calculations: Allowed Signage - Varies per code Proposed Signage - 46.77sf Logo on Wood or MasonryLogo on Metal FaciaLogo on Mansard Channel letter on stucco/EIFS Channel letter on block Channel letter - remote Channel letter on metal facia disconnectswitch 2" x 2" angle iron bolted to top & bottom of cabinet MOUNTING DETAIL 3/16" plex White LED units Aluminum Cabinet Formed Logo Attachment Detail Primary electrical source (existing) 2” x 2” x 1/8” angle iron at top of raceway with 3/8” snap toggles into hat channel (existing) with crush collars/spacers at 6” from edge of sign and along top of raceway at 4’ intervals14” MOUNTING DETAIL#12 screws (4 Minimum) through aluminum letter back and through EIFS/stucco/metal facia system to ridgid wall substrate, (use snap toggleswhere cells are hollow or metal framing) Max Weight 20 lbs. per letter Primary electrical source (EXISTING) Disconnect switch LED va r i e s LISTEDpower supply Seal all penetrations with approved sealant ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) ILLUMINATED CHANNEL LETTER CONTINUOUS RACEWAY (NOT TO SCALE) MOUNTING DETAIL MOUNTING DETAIL Metal Facia Metal Facia Seal building penetrations to comply with applicable building code requirements. Seal building penetrations to comply with applicable building code requirements. 2” deep grounded cont. sheet metalbacker panel with 3/8” snap toggles into hat channel (existing) with crush collars/spacers at 6” from edge of sign and length of sign at 4’ intervals 2” deep grounded cont. sheet metal backer panel with 3/8” lags into wood framing with stucco/EIFS (use 3/8” snap toggles where cells are hollow or metalframing) crush collars/spacers at 6” from edge of sign and length of sign at 4’ intervals Listed disconnect switch in primary to be within sight (max 50 ft.) of sign. (Switch may be integral with sign as shown.) Listed disconnect switch in primary to be within sight (max 50 ft.) of sign.(Switch may be integral with sign as shown.) Primary electrical source (existing) Primary electrical source (existing) UL Listed Power Supply UL Listed Power Supply Letter height varies Letter heightvaries 14” LED LED side view side view 8'' 12'' 2' - 7 ” 3'- 4 1 / 2 ” 13'-6” 3'-9” Internally illuminated logo sign 1.1 amp - 220# Internally illuminated logo sign1.1 amp - 160#side view8''12''1'-11”2'-6"2'-9 1/2"10'-0" 36.42 Sq Ft Total 38.94 Sq Ft Total 20.78 Sq Ft 1.26 Sq Ft 1.26 Sq Ft .81.8119.16MOUNTING / ELECTRICAL DETAIL - Mansard Roof 1.5” x 1.5” x .25” Angle Iron (by G.C.) Vented Sheet Metal Soffit Carefully Removed to Access Thru Bolts 1.5” Hat Channel disconnect switch 3/16" plex White LEDs Aluminum Cabinet 1/4" drain holes every 4' Primaryelectrical penetration disconnect switch 2" x 2" angle iron bolted to top & bottomof cabinet 3/16" plex White LED units Aluminum Cabinet 3/8” x 4 1/2” lags at 6” from edge of sign and along top of sign at 4' intervals into studs, wood blocking or masonry. Use 3/8” “toggler” brand toggle bolts where walls are hollow. Seal building penetrations with EIFS approved sealant if installed on EIFS Formed Logo Attachment Detail Primary electrical source (existing) Internally illuminated logo sign 1.1 amp - 525#side view 8'' 12'' 5'-6”13'-3" 20'-0" 3'- 1 0 " 5'- 0 " 2'-10 1/2”3'-9"15'-0"4'-2"Internally illuminated logo sign1.1 amp - 310#side view8''12'' 1605 NE Forbes Rd. Bend, Oregon 97709 1 894 LIBSAHTESDE PH (541) 382-2182 FAX (541) 382-2196 8'- 0 " SIDE VIEW 1'-10" 1'-2" 2' - 1 0 1 / 2 ” 3' - 9 " 15'-0" 4'-2" SPECIFICATIONS FOR INTERNALLY ILLUMINATED FREESTANDING MONUMENT APPROVED FOOTING DETAIL,FROM SIGN PERMIT, MUST BE POSTEDAND FOOTING INSPECTED BYBLDG OFFICIAL BEFORE CONCRETE IS POURED NOTE: Pole Cover Painted to Match Mission White Trendstone (MP 7512) Sheetmetal Cap Painted to Match Mp14128 Causeway Stone MONUMENT SIGN SPECIFICATIONS ITEM Cabinet Illumination Pole Cover Cap Faces Base Copy SUBSTRATE Aluminum LED Aluminum Aluminum Lexan Match Bldg Vinyl COLOR SPECIFICATION Nason Red 70437 / Frost White 49053 Warm White MP 7512 MP14128 Causeway Stone White Rutherford Grey Trendstone 3M High Performance Black 3M Cardinal 230-53 3M Yellow 230-015 1.82 sq. ft. 1.82 sq. ft. 43.125 sq. ft. Total 46.77 sq. ft. Location: Proj Mgr: File Name: Scale: Dwg By: Date: Rev. Rev. Block base to match building 1605 NE Forbes Rd. Bend, Oregon 97709 1 894 LIBSAHTESDE PH (541) 382-2182 FAX (541) 382-2196 Translucent Vinyl Tenant Logos for Panels on Existing D/F Pylon Sign (one on each side of sign) Les Schwab Vinyl: Cardinal 230-53 Yellow 230-15 Black P2 - Old Meridian/McLaughlin Rd TB D TBD