Loading...
PZ - Site, Landscape, Floor, Elevations, RenderingSS SS W F DESIGN PROJECT NUMBER PROJECT ENGINEER B C D 1 2 3 4 Richard & Amy Antl ARCHITECT: B C D A A 5 1 2 3 4 5 D. Brown D. Brown PROJECT PHASE PROJECT NAME: 1911 MONTCLAIR | BOISE, ID 83702 | (208) 921-9220 OWNER: CONSULTANT: STAMP: PLOT DATE: SHEET NAME: DRAWN BY REVISIONS: PROJECT INFORMATION: NOT FOR CONSTRUCTION D. Brown SCHEMATIC SITE PLAN C100 18-21 2009 S WELLS AVE MERIDIAN, ID 83642 08.27.2018 Goddard School SCHEMATIC DESIGN MARK DATE DESCRIPTION 345 BOBWHITE CT, SUITE 230 | BOISE, ID 83706 | (208) 947-9033 CONNECT TO EXIST SEWER STORMWATER SYSTEM POROUS PAVERS OR UNDERGROUND INFILTRATION SYSTEM ASSUMED INFILTRATION RATE 8 IN/HR PER GEOTECH REPORT CONCRETE DRIVEWAY W/ DETATCHED SIDEWALK PER ISPWC SD-710C 26' FIRE SPRINKLER SERVICE WATER SERVICE 10 P A R K I N G S T A L L S 10 P A R K I N G S T A L L S 10 P A R K I N G S T A L L S 10 P A R K I N G S T A L L S 9' 9' 9' 19' 9' TYP STALL LANDSCAPE AREA 86' APPROX CENTER OF ROAD TRASH 6' TALL ORNIMENTAL FENCE 12' 15 ' 7' 34 ' 6' 14 2 ' 6' 13 ' 26 ' 10 ' 3' 4' 6'75'6' 4' 5'19'26'20'36' SITE PROPERTIES DESCRIPTION AREA (SF) SITE AREA 49297.51 BUILDING AREA 10,935 PARKING COUNT 35 PAVING AREA 10397.11 PERVIOUS PAVER AREA 3045 SIDEWALK AREA 4054.15 LANDSCAPE AREA 12452.18 PERMEABLE PAVERS, SEE CIVIL TRASH ENCLOSURE, SEE ARCH UTILITIES, SEE CIVILTURF BY GENERAL CONTRACTOR TURF BY GENERAL CONTRACTOR POC LOCATION IN RISER ROOM, COORDINATE WITH GENERAL CONTRATOR & ELECTRICAL, PROVIDE 1" SWEEP ELL RUBBERIZED SURFACE, SEE ARCH DRY STREAM BED EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL QTY REMARKS ACE ROY Acer platanoides `Royal Red` / Royal Red Maple B&B 2"7 35`-40` TALL & 20`-25` WIDE CLASS II SHRUBS CODE BOTANICAL NAME / COMMON NAME CONT QTY REMARKS AME GRA Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry 15 gal 2 Clump BUD B16 Buddleja davidii `Blue Chip` / Dwarf Butterfly Bush 2 gal 17 4`H x 5`W PER WAL Perovskia atriplicifolia `Walppb` / Peek A Blue Russian Sage 2 gal 32 4`H x 4`W PHI MI7 Philadelphus x `Minnesota Snowflake` / Minnesota Snowflake Mock Orange 2 gal 10 5`H x 5`W PSE SPI Pseudoroegneria spicata / Bluebunch Wheatgrass 2 gal 147 4`H x 1.5`W RHA RHA Rhamnus frangula `Fine Line` / Fine Line Buchthorn 2 gal 44 7`H x 3`W RHU GRO Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 2 gal 30 2.5`H x 6`W+ Th e s e d o c u m e n t s a r e t h e p r o p e r t y o f S t a c k R o c k G r o u p a n d a r e n o t t o b e c o p i e d , r e p r o d u c e d , d i s t r i b u t e d , e i t h e r d i r e c t l y o r i n d i r e c t l y , u s e d f o r a n o t h e r p r o j e c t o r a n y p u r p o s e w h a t s o e v e r w i t h o u t e x p r e s s a n d w r i t t e n p e r m i s s i o n o f S t a c k R o c k G r o u p . JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER JB JB 09.05.2018 18-1134 D e s c r i p t i o nDATEMRK REVISIONS L: \ S t a c k R o c k G r o u p I n c \ W o r k \ 2 0 1 8 \ W o r k \ W - C o m m e r c i a l \ C h a t f i e l d A r c h i t e c t u r e \ 1 8 - 1 1 3 0 G o d d a r d S c h o o l \ 0 3 - C A D \ 3 . 0 4 - C o n s t r u c t i o n D o c u m e n t s \ 1 8 0 9 0 5 _ G O D D A R D _ S D _ E N T I T L E M E N T S . d w g GO D D A R D S C H O O L ME R I D I A N , I D A H O 1 A B C D E F G H 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 ST A C K R O C K G R O U P - C I T Y R E V I E W S E T WILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: WILL@STACKROCKGROUP.COM www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DELIVE RABLES THA T REMA IN A T A L L T I M E S P R O P E R T Y O F S T A C K R O C K G R O U P , I N C . REPRODUCTION OR REUSE OF T H I S P R O D U C T C O N T A I N E D H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N C O N S E N T O F S T A C K R O C K G R O U P , I N C . ©2018 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 9.5.18 L1.00 LANDSCAPE PLAN LANDSCAPE REQUIREMENTS: CITY OF MERIDIAN CODE STREETSCAPE REQUIREMENTS: *CCDC STREETSCAPE STANDARDS APPLY FOR TYPE 2: URBAN CONCRETE ON STEWART & 27TH **8" CONCRETE CURB ZONE **4' FURNISHING ZONE WITH RED DRY LAID PAVERS IN HERRINGBONE PATTERN **CLASS II TREES IN 4'x8' GRATES 28'-32' SPACING NOTE: DIFFERENTIATION FROM STANDARDS PER VARIANCE, REFERENCE ARCHITECTURAL ·STREET LENGTH TREES REQUIRED TREES PROVIDED ·E GOLDSTONE ST N/A N/A EXISTING ·S WELLS AVE N/A N/A EXISTING PARKING LOT LANDSCAPING: *1 TREE PER PARKING LOT ISLAND OR TERMINAL PLANTER ·PARKING LOT PLANTERS TREES REQUIRED TREES PROVIDED ·8 8 7 *REDUCED COUNT PER PARKING ISLAND WIDTH TOO SMALL FOR TREE ROOT PLANT SIZING MINIMUM REQUIREMENTS: TREE SIZING: CANOPY TREES:MIN 2" CAL, B&B SHRUBS 2GAL ADDITIONAL INFORMATION: *TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES *SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING CONSTRUCTION AND INSTALLATION OF LANDSCAPE IRRIGATION SYSTEM *NO TREES WITHIN 10' OF ANY HYDRANT 1.REGULATIONS & STANDARDS 1.1.All contractor work shall be conducted in accordance with ISPWC (Idaho Standard Public Works Construction), 2018; and City of Meridian, ID codes, standards and state and local regulations. 2.EXISTING CONDITIONS 2.1.All utilities shall be located prior to construction and protected. Any damage to structures, utilities or concrete will be replaced at contractor's expense. 2.2.The site has many existing improvements such as underground utilities, curb and gutter, light poles and sidewalks. 2.3.See Engineer's plans for information about existing features. 3.GRADING & SITE PREPARATION 3.1.Prepare finish grades for planting by grubbing and removing weeds. If necessary apply Round-Up (or equivalent herbicide), using a certified applicator. Remove rocks and other materials over 2". 3.2.All gravel overprep to be removed and disposed of off site. 3.3.Finish grade to be smooth transition to allow for entire site to be a natural flowing space. 3.4.Fine grade lawn areas to elevations set by Engineer's plans with positive drainage away from structures. 3.5.Refer to Engineer's plans for grading information & for all drainage pipes and locations. Protect and retain drainage at all times. 3.6.No pooling or standing water will be accepted per industry standards. 4.SOILS 4.2.All lawn areas to receive 12" min depth of topsoil, all planter areas shall receive 18" min depth of topsoil. 4.3.Reuse of existing topsoil that has been stockpiled on site is permitted if: 4.3.1.Topsoil is tested and analyzed to ensure a proper growing medium. Provide additional amendments as determined by soil tests. And 4.3.2.Topsoil is to be loose, friable sandy loam that is clean and free of toxic materials, noxious weeds, weed seeds, rocks, grass or other foreign materials. 4.3.3.Topsoil should have a ph of 6.5 to 8.0. 4.3.4.If on site topsoil does not meet these minimum standards contractor is responsible for providing approved imported topsoil or improving onsite topsoil per the approval of the project manager. 4.4.If imported topsoil is used it must be from a local source and be screened free of any debris or foreign matter. Topsoil must not contain rocks, sticks, lumps, or toxic matter. 4.5.Smooth, compact, and fine grade topsoil in lawn areas to smooth and uniform grade .5" below adjacent surfaces. 4.6.Amend all new plantings with 2 parts topsoil, 1 part compost. 5.PLANTER BED MULCH 5.1.All planter beds to receive 3" depth of black and tan mini rock mulch or approved equal, submit for approval prior to placement. Apply commercial grade pre-emergent as manufacturer recommends. 6.LAWN AREAS 6.1.If lawn: Sodded to be tall turf fescue or approved equal per, approved by owner, regionally grown. 6.2.Lay sod within 24 hrs of harvesting. Lay sod to form a solid mass with offset, tightly fitted joints on even grades. 6.3.All lawn areas adjacent to planters to have cut edge. 7.PLANTS 7.8.All plant material shall be installed per industry standards. 7.5.All plant material shall meet or exceed the minimum federal standards as regulated by ANSI z60.1, American Standard for Nursery Stock. Plants not meeting these standards for quality, or plants determined to be unhealthy by Owner's representative, will be rejected. 7.6.All Ball and Burlap trees to be installed per Balled and Burlapped planting detail 1/L1.00All shrubs to be installed per detail 2/L100. 7.7.Trees and shrubs over 30" shall not be planted within clear vision triangles per city code. 7.8.Fertilize all trees and shrubs with 'Agriform' planting tablets or approved equal. Apply per manufacturers recommendations. 8.IRRIGATION 8.1.Irrigation system shall be built to the following specifications: 8.1.1.Adhere to city codes when connecting to city water. 8.1.2.All irrigation material to be new with manufacturers' warranty fully intact. 8.1.3.Install indoor rated controller in specified location on plan, riser room. Coordinate with project manager on exact location. 8.1.3.1.Controller to have On/Off rain switch or rain shut off device that does not alter program. 8.1.4.2 wire system to be installed per manufacturers recommendations. follow all recommended grounding and wire splice recommendations. 8.1.5.All remote control valves (including master control valve) to have flow control device. 8.1.6.Irrigation system piping to be minimum class 200 PVC or approved equal, sleeves to be double the size of pipes located within, all wires to be contained in separate sleeves 1-1/2" dia min. 8.1.6.1.All pipe above 3" caliper to be gasketed, with approved joint restraints at all 45, TEE, ELL, 22, 11. 8.1.7.Use common trenching where possible.. 8.1.8.All PVC located under hardscapes to be schedule 40 PVC with same req's as above. 8.1.9.All wires to be Paige wire 7350 or 7351 direct bury wire at a minimum of 12" below finished grade. 8.1.10.Connect mainline to point of connection in approximate location shown on plan. 8.1.11.Contractor is responsible complying with all codes and paying all permits necessary. 8.1.12.Sprinkler heads shall have matched precipitation within each control circuit. Velocities shall not exceed 5 feet per second. 8.1.13.All drip irrigation to be buried 2" below finished grade. 8.1.14.Water schedule to be provided at a min of 80% evapotranspiration as determined by the local ET. 8.1.15.Install all irrigation per irrigation drawings. utilize material specified or approved equal. 8.2.Contractor shall confirm the static water pressure at least five days before construction begins and to contact the landscape architect in writing if the pressure is below 80 psi. 8.3.If any discrepancies are found, then local codes shall prevail. 9.CONTRACTOR RESPONSIBILITIES 9.1.Contractor is responsible for 1 year of maintenance starting at the final date of acceptance by owner. 9.2.Estimated quantities are shown for general reference only. Contractor shall be responsible for all quantity estimates. 9.3.All plant material and workmanship shall be guaranteed for a period of one year beginning at the date of Acceptance by Owner. Replace all dead or unhealthy plant material immediately with same type and size at no cost to Owner. 9.4.Landscape contractor to turn in as built drawings at the end of project. Substantial completion will not be granted until 2 copies @ 1"=20' scale are turned in and approved by owner's representative. 10.In the event of a discrepancy, notify the General Contractor. LANDSCAPE NOTES: 212" TOP TWO STRUCTURAL ROOTS: <3" BELOW TOP OF ROOTBALL. LOWEST STRUCTURAL ROOT <5" BELOW TOP OF ROOT BALL 6 1 2 " NOTES: 1.DO NOT DAMAGE OR CUT LEADER 2.DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE STAKES. 3.TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR. HOWEVER ANY TREES DISTURBED FROM PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. 4.WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION. 5.REMOVE ALL BURLAP, TWINE, ROPE, OR MATERIAL FROM THE TOP 1 3 OF THE ROOTBALL. 6.5' DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE. 3" OF MULCH MIN. DO NOT PLACE MULCH WITHIN 2" OF TRUNK OF TREE. 7.ALL LARGE AND ORNAMENTAL TREES TO RECEIVING STAKING PER DETAIL 1/L1.10 GRAFT VISIBLE ABOVE SOIL LINE SOIL LINE OF THE TOP OF THE ROOT BALL AFTER REMOVING EXCESS SOIL. 2-3" OF MULCH BACKFILL MIX SEE NOTES AND SPECIFICATIONS. COMPACT SOIL UNDER ROOTBALL TO 90% PROCTOR. CUT AND FOLD WIRE BASKET FROM TOP OF ROOTBALL SOIL SAUCER >3" HIGH REMOVE AT END OF PROJECT BALL AND BURLAP TREE PLANTING 3/4" = 1'-0"1 329343.33-05 MULCH 2" MIN. AWAY FROM TRUNK OF PLANT. LAWN OR PAVING BALL AND BURLAP PLANT (IF CONTAINER - GROWN PLANT WITH ROOTS LOOSENED AND PULLED OUT TO PREVENT PLANT FROM BECOMING ROOT BOUND) SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL FOLD BURLAP FROM TOP OF ROOT BALL DOWN INTO GROUND; SET TOP OF BALL FLUSH WITH FINISH GRADE 12" TO 18" FOR LARGER SHRUB ROOT BALLS, MAKE DEPTH MIN. 4" DEEPER THAN BALL) 3" DEEP MULCH MIN. NOTES: REMOVE ALL TAGS, TWINE OR OTHER NON BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR ROOT MASS. BACKFILL SHALL BE 100% TOPSOIL. WATER SETTLE ALL PLANTINGS TO ENSURE PLANT ROOTBALL MAINTAINS 1 2" HEIGHT ABOVE EXISTING SOILS WHEN COMPLETE. SHRUB PLANTING 1" = 1'-0" PLANT PIT HOLE TO BE MIN 6" WIDER AND 6" DEEPER THAN NURSERY CONTAINER PLANTER FERTILIZER TABLETS SET 3" BELOW GRADE, APPROVED BY OWNER AND/OR MAINTENANCE COMPANY. 3" BELOW GRADE, QUANTITY PER PLAN & SPECS. 2 329333.16-01 TUBULAR STEEL FENCE 1/2" = 1'-0" TUBULAR STEEL POST & CAP TUBULAR STEEL TOP RAIL TUBULAR STEEL BOTTOM RAIL TUBULAR STEEL PICKET CONCRETE FOOTING NOTE: *MATCH ALL COMPONENTS TO EXISTING ON SITE AS NOTED ON PLANS *ALL COMPONENTS TO BE BLACK *INSTALL PER MANUFACTURER RECOMMENDATIONS *DIMENSIONS TO MATCH EXISTING FENCE ON SITE 4' - 0 " 8' OR PER MANUFACTURER 4- 6 " 6 323119-04 NORTH A2 0 0 A1 A2 0 0 A2 0 0 A2 0 0 C1 B1 D1 1 2 3 4 A C D 1 4 2 ' - 0 " 74 ' - 6 " 8' - 0 " 82 ' - 6 " 5 0 ' - 0 " 4 2 ' - 0 " 5 0 ' - 0 " B 3- 5 Y E A R S 10 0 3- 5 Y E A R S 10 7 3- 5 Y E A R S 11 6 3- 5 Y E A R S 11 0 3- 5 Y E A R S 11 9 MU L T I - P U R P O S E 12 9 30 - 3 6 M O N . 14 3 6 W K . - 1 2 M O N . 14 2 12 - 1 8 M O N . 14 7 18 - 2 4 M O N . 15 2 24 - 3 0 M O N . 14 9 DI R E C T O R 13 4 EN T R Y 13 3 OW N E R 13 2 WO M E N ' S 14 0 ME N ' S 14 1 CO N F . R M 15 0 F. R I S E R & EL E C T . 15 4 TO I L E T 15 3 TO I L E T 14 5 CL O S E T 14 8 CL O S E T 14 4 TO I L E T 12 3 TO I L E T 12 2 IT C L O S E T 12 8 CL O S E T 12 7 CL O S E T 12 6 CL O S E T 13 5 CL O S E T 13 6 CL O S E T 13 0 CL O S E T 13 1 TO I L E T 11 1 TO I L E T 11 2 TO I L E T 10 3 TO I L E T 10 2 TO I L E T 10 5 TO I L E T 10 6 TO I L E T 11 4 TO I L E T 11 3 ST A F F 12 4 PA N T R Y 13 8 FA C I L I T Y 13 7 BR E A K R M 13 9 JA N I T O R 14 6 CL O S E T 10 9 CL O S E T 10 4 CL O S E T 10 8 CL O S E T 11 5 HA L L 12 5 CL O S E T 12 0 C1 A3 0 0 2 A3 0 0 A. GENERAL NOTES APPLY TO ALL DRAWING SETS. B. RE: SHEET A600 FOR DOOR TYPES & SCHEDULE. C. RE: SHEET A601 FOR WINDOW TYPES. D. RE: DIMENSION PLANS WALL TYPES & DETAILS. E. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIO NS. NOTIFY ARCHITECT IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES OCCUR BEFORE PROCEEDING WITH WORK. F. CROSS REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE CONDITIONS AND DO NOT LIMIT APPLICATION OF ANY DRAWING OR DETAIL. WHERE SPECIFI C DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DET ERMINED, CONSULT THE ARCHITECT PRIOR TO PROCEEDING WITH WORK . IF DESIGN INTENT REMAINS UNCLEAR THEN PROVIDE MOST EXP ENSIVE OPTION IN BID. G. PATCH ALL HOLES IN EXISTING SURFACES AND WHERE EQUIPMENT HAS BEEN REMOVED OR DEMOLITION HAS OCCURR ED AND PREPARE WALL SURFACES (PATCH, SKIM COAT, ETC.) AS REQUIRED IN PREPARATION FOR NEW FINISHES SCHEDULED. PATCH TO MATCH ADJACENT SURFACES IN FINISH AND COLOR IF N OT SCHEDULED. H. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL HUN G EQUIPMENT. BLOCKING TO MEET OR EXCEED MANUFACTURER 'S RECOMMENDATIONS. FASTEN EQUIPMENT TO WALLS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE BLOCKING F OR, BUT NOT LIMITED TO THE FOLLOWING: MILLWORK, RAILING , FIRE EXTINGUISHER ACCESSORIES, WALL MOUNTED PLUMBING FIX TURES, SHELVING, ELECTRICAL EQUIPMENT, RESTROOM ACCESSORIE S AND DISPLAY ITEMS. I. CAULK ALL COUNTERTOPS, BACKSLASHES AND CABINETS A T LOCATIONS WHERE THEY MEET WALLS. SEAL ALL CUT-OUTS IN COUNTERTOPS. J. MATCH FINISHED WALL THICKNESS WHERE NEW WALLS OCC UR IN LINE WITH EXISTING WALLS. K. ERECT DUST PROOF PARTITIONS AS REQUIRED BY OWNER TO PROTECT ADJACENT AREAS. L. SEAL AROUND ALL MECHANICAL AND ELECTRICAL EQUIPME NT PENETRATIONS AT WALLS. AT RATED WALLS USE A U.L. A PPROVED FIRE-STOPPING MATERIAL. M. PROVIDE 4" DOOR JAMBS FROM FACE-OF-FINISH AT AD JACENT WALLS ON THE HINGE SIDE OR UNLESS OTHERWISE INDICAT ED. N. DIMENSIONS ARE TO GRID LINE OR FACE OF STRUCTURAL MEMBER UNLESS OTHERWISE NOTED. DOOR & WINDOW OPENI NG DIMENSIONS ARE TO ROUGH OPENING OR CENTERLINE OF OP ENING. CONCRETE AND BRICK DIMENSIONS ARE GIVEN TO THE FACE OF CONCRETE OR MASONRY AND TO THE FACE OF ROUGH OPENIN GS. O. IBC 1907.1 - THE THICKNESS OF CONCRETE FLOOR SLA BS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3-1/2 INCHES. A 6-MIL POLYETHYLENE VAPOR RETARDER W ITH JOINTS LAPPED NOT LESS THAN 6 INCHES SHALL BE PLACE D BETWEEN THE BASE COURSE OR SUBGRADE AND THE CONCRET E FLOOR SLAB, OR OTHER APPROVED EQUIVALENT METHODS OR MATERIALS SHALL BE USED TO RETARD VAPOR TRANSMISSIO N THROUGH THE FLOOR SLAB. GENERAL NOTES FLOOR PLAN: KEY NOTES: #1. XXX NEW / EXISTING WALL SYMBOLS: SYMBOL: DESCRIPTION: NEW CONSTRUCTION EXISTING TO REMAIN *WOOD LIGHT -FRAME CONSTRUCTION: CONSTRUCT PER REQUIREMENTS IBC CHAPTER 23 WOOD. DESIGN PROJECT NUMBER PROJECT ARCHITECT B C D 1 2 3 4 Richard & Amy Antl ARCHITECT: B C DA A 5 1 2 3 4 5J. Chatfield J. Chatfield PROJECT PHASE PROJECT NAME: 1911 MONTCLAIR | BOISE, ID 83702 | (208) 921 -9220 OWNER: CONSULTANT: STAMP: PLOT DATE: SHEET NAME: DRAWN BY REVISIONS: PROJECT INFORMATION: NOT FOR CONSTRUCTION J. Chatfield 1ST FLOOR PLAN A101.118-21 2009 S WELLS AVE MERIDIAN, ID 83642 09.12.2018 THE GODDARD SCHOOL SCHEMATIC DESIGN 1 / 8 " = 1 ' - 0 " 1S T F L O O R P L A N NO R T H MARK DATE DESCRIPTION A. GENERAL NOTES APPLY TO ALL DRAWING SETS. B. RE: SHEET A700 FOR DOOR TYPES & SCHEDULE. C. RE: SHEET A701 FOR WINDOW TYPES. D. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS . NOTIFY ARCHITECT IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES OCCUR BEFORE PROCEEDING WITH WORK. E. CROSS REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE CONDITIONS AND DO NOT LIMIT APPLICATION OF ANY DRAWING OR DETAIL. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANN OT BE DETERMINED, CONSULT THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. IF DESIGN INTENT REMAINS UNCLEAR THEN PROVIDE MOST EXPENSIVE OPTION IN BID. F. DIMENSIONS ARE TO GRID LINE OR FACE OF STRUCTURAL MEMBER UNLESS OTHERWISE NOTED. DOOR & WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING OR CENTERLINE OF OPENING. CONCRETE AND BRICK DIMENSIONS ARE GIVEN TO THE FACE OF CONCRETE OR MASONRY AND TO THE FACE OF ROUGH OPENINGS. G. UNLESS NOTED OTHERWISE, USE BASF MASTERSEAL NP 150 FOR SEALANT AT ALL EXTERIOR JOINTS. COORDINATE COLOR W/ ARCHITECT. GENERAL NOTES EXT. ELEVATIONS: 1S T F L O O R 0' - 0 " PA R A P E T 3 21 ' - 6 " 1 2 3 4 PA R A P E T 2 17 ' - 4 " PA R A P E T 1 16 ' - 0 " C1 A3 0 0 ST U C C O BR I C K CA N O P Y 1S T F L O O R 0' - 0 " PA R A P E T 3 21 ' - 6 " 1 2 3 4 PA R A P E T 2 17 ' - 4 " PA R A P E T 1 16 ' - 0 " C1 A3 0 0 ST U C C O BR I C K 1S T F L O O R 0' - 0 " PA R A P E T 3 21 ' - 6 " A C D PA R A P E T 2 17 ' - 4 " PA R A P E T 1 16 ' - 0 " B 2 A3 0 0 ST U C C O BR I C K CA N O P Y 1S T F L O O R 0' - 0 " PA R A P E T 3 21 ' - 6 " A C D PA R A P E T 2 17 ' - 4 " PA R A P E T 1 16 ' - 0 " B 2 A3 0 0 ST U C C O BR I C K CA N O P Y DESIGN PROJECT NUMBER PROJECT ARCHITECT B C D 1 2 3 4 Richard & Amy Antl ARCHITECT: B C DA A 5 1 2 3 4 5J. Chatfield J. Chatfield PROJECT PHASE PROJECT NAME: 1911 MONTCLAIR | BOISE, ID 83702 | (208) 921 -9220 OWNER: CONSULTANT: STAMP: PLOT DATE: SHEET NAME: DRAWN BY REVISIONS: PROJECT INFORMATION: NOT FOR CONSTRUCTION J. Chatfield EXTERIOR ELEVATIONS A20018-21 2009 S WELLS AVE MERIDIAN, ID 83642 09.12.2018 THE GODDARD SCHOOL SCHEMATIC DESIGN 1 / 8 " = 1 ' - 0 " A1 EA S T E L E V A T I O N 1 / 8 " = 1 ' - 0 " B1 WE S T E L E V A T I O N 1 / 8 " = 1 ' - 0 " C1 NO R T H E L E V A T I O N 1 / 8 " = 1 ' - 0 " D1 SO U T H E L E V A T I O N MARK DATE DESCRIPTION DESIGN PROJECT NUMBER PROJECT ARCHITECT B C D 1 2 3 4 Richard & Amy Antl ARCHITECT: B C DA A 5 1 2 3 4 5J. Chatfield J. Chatfield PROJECT PHASE PROJECT NAME: 1911 MONTCLAIR | BOISE, ID 83702 | (208) 921 -9220 OWNER: CONSULTANT: STAMP: PLOT DATE: SHEET NAME: DRAWN BY REVISIONS: PROJECT INFORMATION: NOT FOR CONSTRUCTION J. Chatfield RENDERINGS A90018-21 2009 S WELLS AVE MERIDIAN, ID 83642 09.12.2018 THE GODDARD SCHOOL SCHEMATIC DESIGN MARK DATE DESCRIPTION 1 3D V i e w 1 2 3D V i e w 2