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Home My WebLink AboutPlan, Final APPLICANT 2/19/2015 (2)Al 'a] A A I 0 9 VICINITY MAP PROJECT INFORMATION PROJECT ADDRESS: 2109 J STREET SPRINGFIELD, OR 97477 DESCRIPTION: MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION AND RELATED SITEWORK. ASSESSOR'S NUMBER: 17-03-36-12, TAX LOT 00100 RELATED PERMITS: CUP: XXXX DESIGN REVIEW APPROVAL: XXXX BUILDING PERMIT: XXXXX PROJECT DIRECTORY OWNER: SPRINGFIELD PUBLC`SHOOLS 525 MILL STREET SPRINGFIELD, OR 97477 PH: (541) 726-3254; FAX: (541) 726-3316 CONTACT: JOHN SARACENO, ASSISTANT FACILITIES DIRECTOR ARCHITECT: ROBERTSON SHERWOOD ARCHITECTS PC 132 EAST BROADWAY, SUITE 450 EUGENE, OR 97401 PH: (541) 342-8077; FAX: (541) 345-4302 CONTACT: JAMES ROBERTSON, FAIA, FCSI GENERAL CONTRACTOR: PH: FAX: CONTACT: CIVIL ENGINEER: KPFF CONSULTING ENGINEERS 1201 OAK STREET, SUITE 100 EUGENE, OR 97401 PH: (541) 684-4902 x31; FAX: (541) 684-4909 CONTACT: MATT KEENAN, PE LANDSCAPE ARCHITECT: CAMERON MCCARTHY LANDSCAPE ARCHITECTURE & PLANNING 160 EAST BROADWAY EUGENE, OR 97401 PH: (541) 485-7385 FAX: (541) 485-7389 CONTACT: LARRY GILBERT, ASLA STRUCTURAL ENGINEERS: KPFF CONSULTING ENGINEERS 111 SW FIFTH AVENUE PORTLAND, OR 97204 PH: (503) 227-3251; FAX: (503) 227 - CONTACT: BLAKE PATSY, SE MECHANICAL/ELECTRICAL INTERFACE ENGINEERS ENGINEERS: 708 SW 3RD AVENUE, #400 PORTLAND, OR 97204 PH: (503) 382-2266 FAX: (503) 382-2262 MECHANICAL CONTACT: STEVE DACUS, PE ELECTRICAL CONTACT: CHRIS LARSON, LEED AP DATE: 17 FEBRUARY 2015 Pa 3 ABBREVIATIONS AB ANCHOR BOLT JAN JANITOR ACT ACOUSTICAL CEILING L LONG Ido #t� TILE LAV LAVATORY ADDL ADDITIONAL MAS MASONRY AFF ABOVE FINISH FLOOR MATL MATERIAL ALUM ALUMINUM MAX MAXIMUM ANOD ANODIZE(D) MECH MECHANICAL APPROX APPROXIMATE MFD MANUFACTURED ARCH ARCHITECT (URAL) MFR MANUFACTURE (R) BD BOARD MIN MINIMUM, MINUTE u. BITUM BITUMINOUS MISC MISCELLANEOUS A, BLDG BUILDING MO MASONRY OPENING BL KG BLOCKING MTD MOUNTED ' BM BEAM MTL METAL BO BOTTOM OF NA NOT APPLICABLE BOT BOTTOM NIC NOT IN CONTRACT C CHANNEL NO NUMBER I CBCATCH BASIN NOM NOMINAL I CG CORNER GUARD NTS NOT TO SCALE CL CENTERLINE OA OVERALL' CLG CEILING OC ON CENTER CLR CLEAR OD OUTSIDE DIAMETER CMU CONCRETE MASONRY OH OVERHANG UNIT OPH:41 OPPOSITE HAND k n4'. € o I� COL COLUMN OPNG OPENING CONC CONCRETE OPP OPPOSITE CONT CONTINUOUS ORD OVERFLOW ROOF : CONTR CONTRACT (OR) DRAIN s, COORD COORDINATE GVHD OVERHEAD CPT CARPET (ED) PL PROPERTY LIN E w CT CERAMIC TILE PLAM PLASTIC LAMINATE PLWD DEMO DEMOLISH, PLYWOOD xI3 ITe( A0 DEMOLITION PT PAINT, PRESSURE DET DETAIL TREATED DF DRINKING FOUNTAIN PVG PAVING DIA DIAMETER R RADIUS, RISER DIM DIMENSION RB RUBBER/RESILIENT DN DOWN BASE DS DOWNSPOUT RCP REFLECTED CEILING DWG DRAWING PLAN E EAST RD ROOF DRAIN, ROAD EA EACH REQD REQUIRED EL ELEVATION RM ROOM ELEC ELECTRIC (AL) RO ROUGH OPENING ELEV ELEVATOR S SOUTH ENCL ENCLOSE (URE) SCHED SCHEDULE EQ EQUAL SF SQUARE FOOT (FEET) EQUIP EQUIPMENT SHT SHEET EW EACH WAY SHTHG SHEATHING EXIST EXISTING SIM SIMILAR EXP EXPANSION SPKLR SPRINKLER EXT EXTERIOR SQ SQUARE FCIO FURNISHED BY SS SANITARYSEWER, CONTRACTOR STANDING SEAM INSTALLED BYOWNER SST STAINLESS STEEL FD FLOOR DRAIN ST STAIRS, STREET FDN FOUNDATION STD STAN DAR D FEC FIRE EXTINGUISHER STOR STORAGE CABINET STRUCT STRUCTURE (AL) FF FINISH FLOOR SUSP SUSPEND(ED) FH FUME HOOD SV SHEETVINYL FIN FINISH (ED) T TREAD FLR FLOOR TB TACK BOARD FOC FACE OF CONCRETE TFF TOP OF FINISH FLOOR FOTO FURNISHED BYOWNER; THRU THROUGH INSTALLED BY OWNER TMPD TEMPERED FOIC FURNISHED BYOWNER; TOM TOP OF MASONRY INSTALLED BY TYP TYPICAL CONTRACTOR UON UNLESS OTHERWISE FOM FACE OF MASONRY NOTED FOS FACE OF STUDS UTIL UTILITY FRMG FRAMING VEH VEHICLE FRTW FIRE RETARDANT VERT VERTICAL TREATED WOOD VFY VERIFY FT FOOT, FEET VIF VERIFY IN FIELD FTG FOOTING w WEST, WIDE, WASHER FV FIELD VERIFY W/ WITH GA GAGE W/O WITHOUT GALV GALVANIZED WC WATER CLOSET GB GRAB BAR, GYPSUM WD WOOD, WOOD DOOR BOARD WDW WINDOW GC GENERAL WR WEATHER RESISTANT, CONTRACTOR WATER REPELLENT GL GLASS WSCT WAINSCOT GYP GYPS U M H HIGH HB HOSE BIBB HC HANDICAP HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HEATING, `- HVAC G, VENTILATION, AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE J��wo SCp,Ca INCL INCLUDING (ED) INFO INFORMATION MiDd, 6A.cL3W INSUL INSULATION � Q� INT INTERIOR ��12, 3 4 DRAWING INDEX GENEARL PROJECT INFORMATION G1.0 COVER SHEET CIVIL C1.0 CIVIL NOTES, LEGEND, AND ABBREVIATIONS C2.0 SITE ASSESSMENT PLAN C3.0 PAVING, UTILITY, AND GRADING PLAN C4.0 CIVIL DETAILS LANDSCAPE 1-1.0 LANDSCAPE & IRRIGATION NOTES & DETAILS L2.0 LANDSCAPE IRRIGATION PLAN ARCHITECTURAL A1.0 OVERALL FIRST FLOOR PLAN A1.1 ENLARGED FLOOR PLAN A2.0 ELEVATIONS- N/S A2.1 ELEVATIONS- E/W A3.0 SECTIONS SYMBOLS LEGEND 1 GRID LINES 4 101A DOOR IDENTIFICATION, SEE A-601 CLASSROOM ROOM NAME lot ROOM NUMBER ROOM IDENTIFICATION 1 DETAIL NUMBER DETAIL REFERENCE A sol SHEET NUMBER 1 DRAWING NUMBER A -4o1 SHEET NUMBER BUILDINGNIIALL SECTION 1 DRAWING NUMBER BUILDING ELEVATION A-301 SHEET NUMBER A D E1 B DRAWING NUMBER INTERIOR ELEVATIONS A-212 SHEET NUMBER C ELEVATION NUMBER NORTH ARROW FINISH FLOOR VERTICAL ooELEVATION s 1oo'-0° SPOT ELEVATION <8>WINDOW TYPE, SEE A-541 Ao2 PARTITION TYPE, SEE A-611 Al ADDENDUMAEVISION KEY NOTE CASEWORK (PLAN) - UPPER INDICATED BY DASHED LINE .01 5 1. ARCHITECTURAL DATUM: 100'-0" = XXX.XX PER CIVIL DRAWINGS 2. WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF BUILDING PERMIT ISSUANCE. 3. THE CONTRACTOR, SUBCONTRACTORS, ASSOCIATED VENDORS AND SUPPLIERS MUST READ, UNDERSTAND AND COMPLYWITH ALL Robertson ISherwood lArchitects DC APPLICABLE PROVISIONS OF THE CONSTRUCTION DOCUMENTS ROBERTSOWSHERWOOD/ARCHITECTSPC FOR THE PROJECT. E 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 87401 8077 4. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS SHOWN ARE: www.robedsonsherwood.com www.robertsonsherwood.com A AT INTERIOR PARTITIONS: TO THE FACE OF STUD B. AT COLUMNS: TO THE CENTERLINE OF COLUMNS C. AT CONCRETE OR CMU: TO THE FACE OF CONCRETE OR CMU D. AT EXTERIOR WALLS: TO THE FACE OF CONCRETE TILT PANEL E. DOORS NOT LOCATED BY DIMENSION ON PLANS SHALL BE SIX INCHES FROM FACE OF ADJOINING PARTITION TO HINGE EDGE OF DOOR OPENING. PROVIDE 18" MINIMUM CLEAR FROM FACE OF ADJOINING PARTITION OR OTHER OBSTRUCTION TO STRIKE JAMB EDGE OF DOOR OPENING, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT IF REQUIRED CLEARANCES ARE NOT AVAILABLE. 5. PROVIDE FIRE RESISTANT CLOSURE MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES ATALL GAPS AROUND PENETRATING DUCTS, PIPES, CONDUITS, ETC. ATALL FIRE RATED BUILDING WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS. 6. ROOMAND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION PURPOSES ONLY. 7. ALL PIPING, CONDUITS, DUCTS, ETC SHALL BE CONCEALED INSIDE WALLS AND ABOVE CEILINGS AT ALL ROOMS EXCEPT ELECTRICAL D AND TELEPHONE CLOSETS AND MECHANICAL ROOMS. IN SPACES OPEN TO STRUCTURE, ONLY PIPING CONDUITS AND DUCTS THAT SERVE THE SPACE MAYBE EXPOSED AND SHALL BE LOCATED TO MINIMIZE VISIBILITYAND SHALL BE ORGANIZED SYMMETRICALLY OR OTHERWISE AND SHALL BE REVIEWED IN SHOP DRAWINGS AND THE THE FIELD WITH ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. 8. CONTRACTOR SHALL COORDINATE WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS INCLUDING STUB OUTS. 9. VERIFYALL DIMENSIONS, EXISTINGAND NEWCONDITIONS ON THE JOB BEFORE PROCEEDING WITH THE WORK. 10. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFYTHE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY. 11. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BYONE SHALL BE BINDING AS IF REQUIRED BYALL. C 12. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. NOT ALL OCCURRENCES OFA FEATURE ARE NOTED IN EVERYCASE. 13. THE CONTRACTOR SHALL CONSULT PLANS OFALL TRADES FOR ALL OPENINGS AND ROUGH -CUTS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH WORK. 14. THE CONTRACTOR SHALL VERIFYALL ROUGH -IN DIMENSIONS REQUIRED FOR EQUIPMENT, INCLUDING THAT FURNISHED BY OTHERS, PRIOR TO PROCEEDING WITH WORK. 15. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR EXACT LOCATIONS, TYPES AND SIZES OF ACCESS DOORS REQUIRED BYTHEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGE, ELECTRICAL JUNCTION BOXES, ETC. DRAWINGS MAY NOT SHOW ALL REQUIRED ACCESS PANELS. INDICATE REQUIRED ACCESS DOORS ON THE COORDINATION DRAWINGS. OBTAIN ARCHITECTS APPROVAL FOR LOCATIONS OF ACCESS DOORS PRIOR TO B 16. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRYSHALL BE PRESERVATIVE TREATED AS REQUIRED BY CODE. 17. DO NOT SCALE DRAWINGS. 18. RECESSES LOCATED WITHIN FIRE RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN THE REQUIRED FIRE RATING OF THE PARTITION. 19. SITE SURVEY, GEOTECHNICAL INVESTIGATION, AND HAZARDOUS MATERIALS DOCUMENTATION WAS PREPARED BYCONSULTANTS TO THE OWNER AND NOT UNDER THE DIRECTION OF THE ARCHITECT. THIS DOCUMENTATION IS INCLUDED IN THE CONTRACT DOCUMENTS AS AN ACCOMMODATION TO THE OWNER. 20. REFER TO DOCUMENTS FOR GENERAL LOCATIONS OF VISIBLE EQUIPMENT, SIGNAL DEVICES, SIGNAGE, AND OTHER VISIBLE ITEMS. CONSULTWITH ARCHITECT FOR EXACT MOUNTING LOCATION. 21. SIX DIGIT NUMBERS AT DRAWING NOTES (092600 GYPSUM BOARD FOR EXAMPLE) REFERENCE RELATED SPECIFICATION SECTIONS IN THE PROJECT MANUAL, THEYARE NOT INTENDED TO ASSIGN WORK TO SUB -CONTRACTORS. ALL ITEMS ARE INCLUDED IN SCOPE WHETHER OR NOT A SPECIFICATION REFERENCE IS CITED. A 24. THESE DRAWINGS WERE PREPARED ON SHEETS 42"X30". REDUCTIONS TO THE DRAWING SHEETS WHICH RESULT IN ERRORS IN BIDDING OR CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND NO ADDITIONAL COMPENSATION WILL BE PAID. 6 � 00 �o SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15/24 2109 J STREET SPRINGFIELD, OR 97477 MARK DATE ISSUE DATE: ISSUE: DESCRIPTION FEBRUARY 17, 2015 SITE REVIEW PROJECT NO: 1431 DRAWN BY: MDL CHECKED BY: ROBERTSON SHERWOOD ARCHITECTS, INC. 2015 1 ORIGINAL SHEET SITE: 24)W :20031 *01 i II3$] :%TjTj_f Ce7I1 m m C A 1 1 I GENERAL NOTES 101-B.DWG 1. EXISTING INFORMATION SHOWN ON THIS PLAN IS BASED ON THE SURVEY PREPARED BY BRANCH ENGINEERING, JUNE 2007 AND DESIGN INFORMATION BY KPFF FROM THE ORIGINAL SCHOOL CONSTRUCTION DOCUMENTS. THE VERTICAL DATUM FOR THE SURVEY IS BASED ON THE CITY OF SPRINGFIELD BENCHMARK NO. 199, LOCATED AT THE NE CORNER OF INTERSECTION AT NORTH END OF RAMP AT 21ST AND CENTENNIAL WITH AN ELEVATION OF 464.26. 2. ALL PUBLIC WATER SYSTEM WORK TO BE CONSTRUCTED BY SUB WATER UNDER SEPARATE PERMIT. CONTRACTOR TO SCHEDULE AND COORDINATE NEW WATER SYSTEM WORK WITH SUB WATER PRIOR TO CONSTRUCTION. WORK TO INCLUDE SERVICE TAPS TO MAIN, WATER METER, FIRE HYDRANT AND PUBLIC LINE INSTALLATION. - CONTACT BART McKEE (SUB) AT 541-744-3756. 3. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE CURRENT EDITION OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE CURRENT EDITION OF THE OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF SPRINGFIELD. 4. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 7. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. 8. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 9. ALL PRIVATE WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 10. ALL ROOF DRAIN AND BUILDING LATERALS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT, UNLESS NOTED OTHERWISE. 11. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 12. MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL EXCAVATIONS SHALL MEET THE REQUIREMENTS OF THE 2002 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00405, "TRENCH EXCAVATION, BEDDING AND BACKFILL". 13. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). €MODIFY AS NECESSARY FOR OUT OF STATE WORK.] EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 14. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 15. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO EXISTING BUSINESS AT ALL TIMES DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 17. THE EXISTING CONDITIONS SHOWN IN THESE PLANS DO NOT REFLECT THE SITE CONDITIONS THE CONTRACTOR WILL INHERIT AT THE TIME WORK COMMENCES. SOME WORK WAS COMPLETED UNDER SEPARATE CONTRACT AS PART OF AN EARLY SITE PREPARATION PACKAGE (SITE PREPARATION PROJECT NO: 07-08/32 DATED 01/18/2008). THE CONTRACTOR SHOULD OBTAIN COPIES OF THESE PLANS AND FAMILIARIZE THEMSELVES WITH THE WORK COMPLETED UNDER THE EARLY SITE WORK AND FIELD VERIFY THE SITE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ANY CHANGES NECESSARY TO THE FIELD CONDITIONS TO COMPLETE THE WORK AS REQUIRED AND SHOWN IN THIS PACKAGE (E.G. REMOVAL OF HAUL ROAD MATERIAL IN PREPARATION FOR PLACEMENT OF FIRE ACCESS, REMOVAL OF EROSION AND SEDIMENT CONTROLS, ETC.). 18. THE CONTRACTOR WILL BE BOUND BY THE CONDITIONS OF THE LDAP PLANS FOR THE SITE. ALL EXISTING EROSION AND SEDIMENT CONTROLS MUST BE INSPECTED, MAINTAINED, AND REPLACED AS NECESSARY PER THE LDAP PLANS UPON INHERITANCE OF THE SITE THROUGH COMPLETION OF THE CONSTRUCTION AS NOTED IN THE PACKAGE. NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). POTENTIAL UNDERGROUND FACILITY OWNERS i % Safely. g� Y Call the Oregon One -Call Center 1-800-332-2344 2 3 3 4 GRADING NOTES 1. FINISH GRADE ELEVATION AROUND BUILDING EXTERIORS ARE NOTED IN THE GRADING PLAN, AND SLOPE AT A MINIMUM 2.0% POSITIVE DRAINAGE AWAY FROM THE BUILDING TO AN INLET OR STREET, IN ACCORDANCE WITH THE CURRENT EDITION OF THE OREGON STATE BUILDING CODE. FINISH GRADE AROUND PERIMETER OF BUILDING IS 6 INCHES BELOW FINISH FLOOR OF BUILDING UNLESS NOTED OTHERWISE. 4. CONTRACTOR SHALL REFERENCE APPROVED LDAP PLANS AND INSTALL ALL APPROPRIATE EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL ADHERE TO THE RECOMMENDATIONS AND REQUIREMENTS CONTAINED IN THE PROJECT GEOTECHNICAL INVESTIGATION AND ENGINEERING SERVICES REPORT AND THE APPROVED LAND DRAINAGE AND ALTERATION PERMIT FOR ALL GRADING ACTIVITIES SUCH AS TOPSOIL STRIPPING, SITE PREPARATION, FILL REMOVAL AND STOCKPILING, COMPACTED FILL SLOPES, SLOPE STABILITY, FOOTING SETBACKS, EXCAVATION, TRENCHING AND WET WEATHER CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING PAVEMENTS, CURBS, AND OTHER SITE ELEMENTS WITHIN PROJECT AREA. 7. FINISH GRADES INDICATED IN PLANTING AREAS AND STORM FACILITIES ARE TO TOP OF TOPSOIL OR MULCH. CONTRACTOR SHALL ACCOUNT FOR DEPTH OF TOPSOIL/MULCH IN THESE LOCATIONS WHEN ESTABLISHING THEIR SITE GRADING. SEPARATION STATEMENT ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18 MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18"MIN. ABOVE THE SEWER. ST LEGEND 101-D.DWG STANDARD AC PVM'T HEAVY AC PVM'T STANDARD CONCRETE HEAVY CONCRETE SOFT PLAY AREA CURB & GUTTER EXTRUDED CURB STD CURB EDGE OF PAVEMENT PROPERTY LINE(PL) OR RIGHT OF WAY(R/W) GRADE BREAK EASEMENT LINE (EL) CENTER LINE (q) / ALIGNMENT SANITARY SEWER / WASTE WATER STORM DRAIN WATER GAS LINE SWALE CONTOURS OVERHEAD LINE FENCE WATER VALVE BACKWATER VALVE WATER METER FIRE DEPARTMENT CONNECTION FIRE HYDRANT MANHOLE CLEANOUT CURB INLET OR CATCH BASIN AREA DRAIN SURVEY MONUMENT POWER POLE TELEPHONE POLE ELECTRICAL VAULT LIGHT POLE STREET SIGN WETLAND AREA W ,. a a p. ).1 -S -SD _W -G a FEW O ■ AL I 5 6 AC ASPHALTIC CONCRETE L LENGTH AD AREA DRAIN LF LINEAL FEET B.O.W. BACK OF WALK LP LOW POINT BWV BACKWATER VALVE LT LEFT C CURVE MH MANHOLE CB CATCH BASIN MIN MINIMUM B.O.X. CITY OF SPRINGFIELD A. PERFORATED COTG CLEANOUT TO GRADE PF PERIMETER FOOTING DRAIN CONC. CONCRETE PUE PUBLIC UTILITY EASEMENT CONST. CONSTRUCT PVM'T PAVEMENT DW DOMESTIC WATER R RADIUS DWG DRAWING RT RIGHT E.O.P. EDGE OF PAVEMENT R.O.W. RIGHT-OF-WAY EXIST./EX. EXISTING S SLOPE FDC FIRE DEPT. CONNECTION SHT. SHEET FF FINISHED FLOOR SPECS. SPECIFICATIONS FG FINISHED GRADE SS SANITARY SEWER FH FIRE HYDRANT SD STORM FOC FACE OF CURB STD STANDARD FP FIRE PROTECTION SUB SPRINGFIELD UTILITY BOARD FT FEET S/W SIDEWALK G GUTTER TC TOP OF CURB GB GRADE BREAK TP TOP OF PAVEMENT HP HIGH POINT UNO UNLESS NOTED OTHERWISE IE INVERT ELEVATION W WATER IR IRRIGATION WM WATER METER WQ WATER QUALITY WW WASTEWATER W/ WITH SCHEDULE OF DRAWINGS SHT NO. TITLE C1.0 C2.0 C3.0 CIVIL NOTES, LEGEND, AND ABBREVIATIONS SITE ASSESSMENT PLAN PAVING, UTILITY, AND GRADING PLAN C4.0 ICIVIL DETAILS 6 Robertson I Sherwood JA rch itects pc ROBERTSON/SHERWOOD/ARCHITECTS PC E 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robedsonsherwood.com D C 0 1201 Oak Street, Suite 100 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15/24 2109 J STREET SPRINGFIELD, OR 97477 PROJECT NO. 14-15/24 MARK DATE DESCRIPTION ISSUE DATE: JANUARY 30, 2015 ISSUE: 100% DESIGN DEVELOPMENT PROJECT N0: 313840 DRAWN BY: AF CHECKED BY: MK 0 ROBERTSON SHERWOOD ARCHITECTS, INC. 2014 i ORIGMI. SHEET SIZE: 24Y.r CIVIL NOTES, LEGEND AND AB RR. �_ WS m m C 1 L_j T STREET I 3 4 5 x"465-1 -- i NOTES: 1. EXISTING INFORMATION SHOWN ON THIS PLAN IS BASED ON THE SURVEY PREPARED BY BRANCH ENGINEERING. SEE GENERAL NOTE 1, SHEET C1.0 2. THE PROJECT SITE IS CATEGORIZED AS ZONE X, AND NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN ANY FLOOD PLAIN; PER FLOOD INSURANCE RATE MAP NO. 41039C1161 F (JUNE 2, 1999). 3. THE SUBJECT PROPERTY IS IN THE CITY OF SPRINGFIELD'S WELL HEAD PROTECTION 5-10 YEAR TIME OF TRAVEL ZONE. ACTUAL TIME OF TRAVEL ZONE BOUNDARIES ARE SHOWN ON THIS PLAN. 4. SOILS ON THE SITE ARE 32, COBURG URBAN LAND COMPLEX PER THE SCS SOIL SURVEY FOR LANE COUNTY, OREGON. 5. MAPLE ELEMENTARY SCHOOL IS NOT LOCATED IN A WATER QUALITY LIMITED WATERCOURSE AREA. 6. APPROXIMATE LOCATION OF OVERHEAD LINES RUNNING EAST—WEST. LOWEST LINE IS APPROXIMATELY 14'8" FROM CURRENT PAVEMENT SURFACE. C)I TyP 2� 00002 Page Robertson I Sherwood I Architects pr ROBERTSONISHERWOOD/ARCHITECTS PC E 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robedsonsherwood.com ■•m C ■7 1201 Oak Street, Suite 100 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.koff.com SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15124 2109 J STREET SPRINGFIELD, OR 97477 PROJECT NO.14-15/24 MARK DATE DESCRIPTION ISSUE DATE: JANUARY 30, 2015 ISSUE: 100% DESIGN DEVELOPMENT 313840 DRAWN BY: AF EFEB CHECKED BY: MK ®R08ERTSONSHERWOODARCHtfECTS,iNC.2074 (ORIGWALSHEETStZE:24'z,W'19 2015 ,' A SITE ASSESSMENT PLAN CALE 20 40 80 (= 40 FEET C200 E D C B W 1 2 3 ! 4 _ 5 6 Ill RIM=464.00 -" - -- - - FG=464.40± - - - FG=464.39± SD SD SD SD SDTP=4 5. 5± I TP=465.65± OUTFALL= 464.50 "' I I - I w FG=466.00 0 I I \XIST. 6 SD 6 FG=466.00 I 3: 9 LF-4"SD I I • 5 S=2.00% MIN. D ' TP -46. 5f TP=465.45 J- - d c/) J MATCH ---- _- - I EXIST.TP=465.55 PROTECT --- � -- a a ... '; .. I REMOVE EXIST. v ? --- _.--._- ----� v ' o cf) a- J 10' PUE FG=466.00 I 6 a : 00 , � 04 4 � I TP=465.91± ° cf)SD l�f---� I I ' : I J ENTRANCE a I :.. :. •. • I I TP= 466.48 FG=466 .0 RIM=464.00 -" - -- - - FG=464.40± - - - FG=464.39± SD SD SD SD SDTP=4 5. 5± I TP=465.65± OUTFALL= 464.50 "' I I - I w FG=466.00 0 I I \XIST. 6 SD 6 FG=466.00 I 3: 9 LF-4"SD I I • 5 S=2.00% MIN. D ' TP -46. 5f TP=465.45 J- - d c/) J MATCH ---- _- - I EXIST.TP=465.55 PROTECT --- � -- a a ... '; .. I REMOVE EXIST. v. 4. ? --- _.--._- ----� SIDEWALK o cf) I J 10' PUE FG=466.00 I 6 TP=465.451 : 00 , � 04 F � I TP=465.91± - cf)SD l�f---� I I ' : I J ENTRANCE a I :.. :. •. • I I TP= 466.48 FG=466 .0 i 3 I _D•. PLAY- AREA •- 21 -' T - 465:84± I 4. FG=466.10 ci I• BICYCLE PARKING PAD AT PLAY AREA a - • � � I I o i I Q I ! cf, I .a ' 9 + TP= 2 3 C011111:T-1017 ='a- UTLINE. MATCH EXIST. RUNNEL TR= 466.48± [0111111 RN FF=466.50 IwkEi1511:l\411W: I v SD - SI � � TR=466.50 PROTECT --- � -- IE=464.70 SD I I FG=466.00 - HP=466'.59n' \ J o cf) I J 10' PUE 3 6 6"PF \ : 00 , � 04 � I TP=465.91± TP=465.60± I -� OOF OF- EXIST. FG=466 .0 5 COVER _D•. PLAY- AREA •- 21 -' T - 465:84± I FG=466.10 ci I• BICYCLE PARKING PAD AT PLAY AREA 1 - SCALE: NTS 2 3 C011111:T-1017 ='a- UTLINE. MATCH EXIST. RUNNEL TR= 466.48± [0111111 RN FF=466.50 IwkEi1511:l\411W: FG=465.90 J I� PROTECT I -- - EXIST. FH I i SD I I � I v SD - SI � � TR=466.50 PROTECT --- � -- IE=464.70 SD I I FG=466.00 - EXIST. BWV - - \ J o cf) I J 10' PUE 6 6"PF \ � � I TP=465.60± I -� I PROTECT EXIST. 6» W I FG=466 .0 5 MACHEIT. FG=466.10 - + TP=465.55± 5 I I ,. .. I M VCE 6.48 I I PROTECT EXIST. FDC 3 I FG=465.90 J I� PROTECT I -- - EXIST. FH I i SD I I � 4 MATCH EX T. TP=465:50± MATCH EXIST. 0 {n TP=465!77± 0 =465.37± I I•i SHEET NOTES 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB UNLESS NOTED OTHERWISE. 0 KEY NOTES 1 CONCRETE RUNNEL. SEE DETAIL 4/C4.0 2 SEE LSA PLANS FOR SPECIAL SCORING AND LANDSCAPING. 3 CONSTRUCT CONCRETE SIDEWALK. SEE DETAIL 1/C3.0 4 REFER TO ARCHITECT'S PLANS FOR PAVING AND TRENCH DRAIN DETAILS AT DOORWAY. 5 CONCRETE MOWBAND AT FENCE. SEE DETAIL 6/C4.0 6 CONCRETE EDGE AT BUILDING EXTERIOR. SEE DETAIL 7/C4.0 SHEET LEGEND CONNECT TO STORM DRAIN/ROOF DRAIN. SEE SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. FG=465.15 FG=465.00 3 � X20'.' •, t •. a (IS -TP=465.06± N= TP=465.15± 1.0% --._ FG=464.70± 1 v Ln 6 co6 �?v �)- czbcb�- Sceno , Re� eu9- rv�od IE�II. r� FEB IS 2015 By SCALE 1 0 5 10 20f FEET Robertson I Sherwood JA rc h itects Pc ROBERTSONISHERWOOD/ARCHITECTS PC E 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robedsonsherwood.com IIm C 1201 Oak Street, Suite 100 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.koff.com SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15/24 2109 J STREET SPRINGFIELD, OR 97477 PROJECT NO. 14-15/24 MARK DATE DESCRIPTION ISSUE DATE: JANUARY 30, 2015 ISSUE: 100% DESIGN DEVELOPMENT PROJECT NO: 313840 DRAWN BY: AF CHECKED BY: MK 0 ROBERTSON SHERWOOD ARCHITECTS, WC, 2014 1 ORIOWAL SHEET SIZE: 245W A PAVING, UTILITY I SD - SI TR=466.50 PROTECT --- � -- BR=466.00 I - EXIST. BWV - - \ FG= PROTECT EXIST. 6"PF \ 4 MATCH EX T. TP=465:50± MATCH EXIST. 0 {n TP=465!77± 0 =465.37± I I•i SHEET NOTES 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB UNLESS NOTED OTHERWISE. 0 KEY NOTES 1 CONCRETE RUNNEL. SEE DETAIL 4/C4.0 2 SEE LSA PLANS FOR SPECIAL SCORING AND LANDSCAPING. 3 CONSTRUCT CONCRETE SIDEWALK. SEE DETAIL 1/C3.0 4 REFER TO ARCHITECT'S PLANS FOR PAVING AND TRENCH DRAIN DETAILS AT DOORWAY. 5 CONCRETE MOWBAND AT FENCE. SEE DETAIL 6/C4.0 6 CONCRETE EDGE AT BUILDING EXTERIOR. SEE DETAIL 7/C4.0 SHEET LEGEND CONNECT TO STORM DRAIN/ROOF DRAIN. SEE SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. FG=465.15 FG=465.00 3 � X20'.' •, t •. a (IS -TP=465.06± N= TP=465.15± 1.0% --._ FG=464.70± 1 v Ln 6 co6 �?v �)- czbcb�- Sceno , Re� eu9- rv�od IE�II. r� FEB IS 2015 By SCALE 1 0 5 10 20f FEET Robertson I Sherwood JA rc h itects Pc ROBERTSONISHERWOOD/ARCHITECTS PC E 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robedsonsherwood.com IIm C 1201 Oak Street, Suite 100 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.koff.com SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15/24 2109 J STREET SPRINGFIELD, OR 97477 PROJECT NO. 14-15/24 MARK DATE DESCRIPTION ISSUE DATE: JANUARY 30, 2015 ISSUE: 100% DESIGN DEVELOPMENT PROJECT NO: 313840 DRAWN BY: AF CHECKED BY: MK 0 ROBERTSON SHERWOOD ARCHITECTS, WC, 2014 1 ORIOWAL SHEET SIZE: 245W A PAVING, UTILITY E C f7 A 1 2 3 4 56 2 3 BUILDING WALL EJ U-1 12„ -j 5 N Q 4:1 w z -� a ° N a. Q d d >� °. d d . ,° .<. " .. d WIDTH VARIES WITH DEPTH RUNNEL SCALE: NTS EXPOSED AGGREGATE FINISH — ALL EXPOSED FACES 1 /4"BULL NOSE ON EXPOSED EDGES / CONCRETE RUNNEL HOLD FINISH GRADE 1" DOWN TYP. FINISH GRADE 2" CLEAR 6"'� MITER PIPE 45' y W/ GRATE COVER 4' NOTES: 1 • INSTALL ROCK 3' WIDE. TYPICAL STORM OUTFALL SCALE: NTS REBAR #4 @24" O.C. FINISH GRADE @ PLANT BED HOLD 1/2" BELOW CONCRETE #4 CONT. #4 24" O.C. COMPACTED AGGREGATE BASE COMPACTED SUBGRADE —2"-6" CLEAN ROUND RIVER ROCK CONCRETE MOWBAND AT FENCE SCALE: NTS EXPANSION JOINT SEE NOTE 1 WOW FINISH GRADE @ PLANT BED HOLD 1/2" BELOW CONCRETE CONCRETE PAVING PEDESTRIAN LOADED BASE COURSE SUBGRADE COMPACTED FENCE POST SEE ARCH. PLANS FOR FENCE DETAIL 'aONCRETE HEADER =1NISH: EXPOSED AGGREGATE LANDSCAPING OR GRASS INSTALL FLUSH WITH TOP OF CONCRETE HEADER BASE COURSE 3/4"OPEN CONCRETE HEADER EXPOSED AGGREGATE FINISH SUBGRADE I- # COMPACTED NOTES: 1. SAND CAULK AT EXPANSION JOINTS 2. SEEARCHITECTURE PLANS FOR DAMP/WATERPROOFING AT BUILDING. CONCRETE EDGE AT BUILDING EXTERIOR SCALE: NTS 4 CONCRETE SIDEWALK 2% 6" MIN. THICKNESS r d: ..Q _ .d d .Q .4. o a. d:d d.a ' ge0<� wC 0 0v o �Lt ......t I i..... -.....E 6" SUBBASE COURSE NOTES: 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS NOTED OTHERWISE. CONCRETE SIDEWALK SCALE: NTS 1 /8" TO 1/4" {�— 1/8" TO 1/4" TOOLED OR v/ TOOLED OR SAWCUT JOINT f SAWCUT JOINT ° 4 . Y" R d R=Y" . (TYP.) �.. (TYP.) D T ` SCORE JOINT CONTRACTION JOINT 3/8» JOINT INTERVALS TABLE FIBER JOINT SEALER EXPANSION BOARD WITH BACKER ROD DRAINAGE " d w STRUCTURE, D MANHOLE, ° FOOTING OR " SIDEWALK/ DRIVEWAY EXPANSION / ISOLATION JOINT TYPE SPACING OR AT... SCORE 5' TYP. LOCATIONS SHOWN ON PLANS CONTRACTION 15' MAX. END OF RAMPS AND DRIVEWAYS POINTS OF TANGENCY EXPANSION/ 200' * AND AT ENDS OF ISOLATION EACH DRIVEWAY OR OTHER FIXED OBJECTS * MONOLITHIC CURB AND SIDEWALK SHALL BE 45' MAX. NOTES: 1. CONTRACTION JOINTS MAY BE USED iN PLACE OF SCORE JOINTS. 2. CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF CONTRACTION JOINTS. 3. PROVIDE MEDIUM BROOM FINISH WITH NO TOOL MARKS. SIDEWALK JONTS SCALE: NTS RESURFACING MATCH PAVED UNPAVED EXISTING PAVEMENT SECTION AREAS AREAS EXISTING AC SAWCUT DETECTABLE PAVEMENT LINE WARNING TAPE °ap a v •c4 v a a .p DaC G6 , cin 12" w Q 77 Lli Lli O_ Z `Z U Q ��1 P�� o °°ba,Vla/ // \ ��✓� 1= J J 0 F -a a a -01 A . % _ �LL-_��'° `a°° Q�°n° �'a' TRACER WIRE W �./ 4 t.7.. „ .°sa �?e0"a� °2ti 0° 'off 0Q pg "09�°0 ,. Z Y 12/\� 'og`°°o .pH'°.a �� ,°o°a o °� ,a'a /f\l Y 4 Z Q �\\ a�,�u`o �° a .00 a o n°A °. a.°p `a \\�. O t1J LJ a c .az°°0a <vy a�`a� 0°a0 a / — •11 g4 / ,,\ ?V � c°`a 0�°fig 'o Ld �I -A —, 6" D 6 t MIN. MIN. �.,N TYPICAL PIPE BEDDING AND BACKFILL SCALE: NTS GyCON P 215'O000z 3o1nn Saracer10 - sPS FFEB D T � r 5�4e Ply t�ov1 � rnL`,�'r s Zois L 0 Robertson ISherwood JArchitects Dc ROBERTSONISHERWOOD/ARCHITECTS PC E 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com 1201 Oak Street, Suite 100 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com SPRINGFIELD PUBLIC SCHOOLS C MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15124 2109 J STREET SPRINGFIELD, OR 97477 PROJECT NO. 14-15/24 B MARK DATE DESCRIPTION ISSUE DATE: JANUARY 30, 2015 ISSUE: 100% DESIGN DEVELOPMENT PROJECT NO: 313840 DRAWN BY: AF CHECKED BY: MK 0 R08ERTSON SHERWOOD ARCHMTS, INC. 2014 1ORIGMAISHEET SIM 245Gi6' A CIVIL DETAILS E F] C �i A 1 2 ACTUAL TOP OF ROOT FLARE Remove an extra soil laced on to of Y P p buttress roots during nursery digging. MULCH ROOT CROWN Install 3" above finish grade FINISH GRADE CURB M ,1 \ // j j. \� , ° BACKFILL Tamped in. NOTES 3 x Dia. of Root Ball or 36" Min. Whichever is Greater 3 TREE STAKES (2) stakes for trees 2" caliper and above. (1) stake for trees under 2" caliper. Stake on North and/or South side. Parallel and plumb. Do not pierce root ball. Stain as directed. TREE TIES Staple a separate looped tie to each stake. FINISH GRADE At lawn or paving \ X\ UNDISTURBED SUBGRADE OR COMPACTED SOIL. 1. Trees planted too deeply will not be accepted. 2. Remove tree ties and stakes one year after planting unless directed otherwise. 3. Provide trees planted in lawn with minimum 5 foot diameter bark area. Hold bark away from trunk. 4. Remove burlap from top of root ball. DECIDUOUS TREE PLANTING MULCH See Specifications, BACKFILL Tamped in FINISH GRADE — Mulch is in addition Distance from edge of paving is 1/2 the specified O.C. Spacing EDGE OF PAVING SHRUB ROOT BALL NTS /--above Set plant 1-2 inches Finish Grade. , .rj ,' ,iy Ilk� ,� r �\ \;C\V�` ��\ \Xf< PLANTING SOIL See Specifications for placement scheduler O.C. Spacing SECTION TRIANGULAR SHRUB SPACING DETAIL 2 NTS 41 4 5 11 PLANT LIST Qty Key 'Botanical Name Common Mame Size Spacing__ Comments Deciduous Trees _ .: .. ..,. _. .Ace rub ;Acer rubrun'Scarsen'_ Scarsen Red Maple as shown full, evenly branched, matched _ Site Shrubs Cot dam Cotoneaster dammeri `Coral Beauty` _ Coral Beauty Bearberry Cotoneaster 1 gal. 4 -ft. o_e_ matched, full and busby Nan dom ;Nandina domestics' Harbour Dwarf Harbour Dwarf Nandina 1,gal. 24 -inch o.c. matched, full and bushy Rib sag Ribes saguineu€n Red Flowering Current 5 gal. 6 -ft- o,c_ rein_ matched, full and bushy 1. Verify exact locations and routing of existing and proposed underground utilities prior to starting any excavation. Any damage to existing pipes, underground utilities or related facilities to be repaired at contractor's expense in a manner approved by Owner's Representative. 2. Do not install any plant materials until Owner's Representative has reviewed and approved irrigation system installation, area coverage balancing, soil preparation and finish grading. Refine the shape and finish grade of plant beds as directed by Owner's Representative. 3. Protect all existing trees and plant materials to remain including limbs, trunks, roots and root zones. Protect trunks, limbs, roots, and root zones at drip line of existing trees and plant materials to remain as directed by Owner's Representative. Cut no limbs or roots larger than 1.5" in diameter without approval of Owner's Representative. Sharp pruning equipment such as saws and toppers must be used for roots greater than 1" diameter. Roots shall be cut with approved saws. 4. Finish grade is top of soil. Mulch is in addition. 5. Where new lawn abuts existing, provide a smooth transition and make repairs as necessary to existing lawn. 6. Triangle space all shrubs and groundcovers, unless otherwise noted. 7. Trees, shrubs, and groundcovers planted too deeply will not be accepted. See typical planting details. 8. In addition to improvements shown, repair all areas disturbed or damaged by construction impacts to the condition that existed prior to construction. �`- -Slope Ratio = 1 V:2H 0 9. Locate Irrigation mainline, lateral lines, and valve boxes to avoid conflict with tree plantings. 10. Provide all necessary wiring required to make the irrigation system a fully serviceable and operational controlled installation at the completion of the project. 11. All trenching & excavation within dripline of existing trees is to be performed with the use of an air spade or by hand. Obtain Owner Representative's approval of trenching & excavation locations and methods prior to performing work. 12. Prior to construction, meet with Owner's Maintenance Staff and Owner's Representative to observe and verify existing irrigation and irrigation products. Notify Owner's Representative if systems are not operating properly. Contractor is responsible for reconnecting all existing systems, adjusting lateral line and dripline locations to provide uniform coverage over new/remodeled/repaired areas. Coordinate all repairs with Owner. 13. Irrigation and Landscape repair and improvements to be in accordance with Springfield School District Design Standards. 14. Coordinate with Owner's Representative to verify existing plantings. Protect and salvage plant material at existing plant bed where possible. Replace damaged or missing plants to the following quantities: (5) Ribes sanguineum, (15) Nandina domestica 'Harbor Dwarf, and (3) Cotoneaster dammed 'Coral Beauty'. See Plant List, 1-1.0, for size and spacing. Verify plant placement with Owner's Representative. MULCH See Specifications for depth FINISH GRADE OF SOIL Mulch is an addition LAWN OR PAVING Finish Grade PLANTING SOIL See Specifications for placement schedule NOTES 1. Finish grade, unless specifically identified otherwise, is comprised of a horizontal plane 4" above highest adjacent edge 4 5 NTS Tye �!5- n Saraceno- S(X Sine P�CV) aevi zw -fid ma� 7i FEB 19 2015 ' ,! L_> Robertson I Sherwood I Architects v� ROBERTSON/SHERWOOD/ARCHITECTS PC E 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com 0 C LANDSCAPE ARCHITECTURE & PLANNING 160 East Broadway - Eugene Oregon 97401 v 541.485.7385 f 541.485.7389 www.cameronmccarthy.com SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15/24 2109 J STREET SPRINGFIELD, OR 97477 PROJECT NO. 14-15/24 MARK DATE DESCRIPTION ISSUE DATE: JANUARY 30, 2015 ISSUE: 100% DESIGN DEVELOPMENT PROJECT NO: 1431 DRAWN BY: KMK CHECKED BY: LG ®ROBERTSON SHERWOODARCHrMM, INC. 2014 10R1CMSHEETSVX:24*,W A LANDSCAPE & IRRIGATION NOTES & DETAILS M C 0 01 2 3 4 Ace Rub Locate tree at existing tree ring & bubblers. — _ See Note 12. -- — -- ; I 1=Z 37 { 2 tj t t• I / o7 : ; TREE + + + + + + + + + + + +PBR + + + + - I I To Remove. Cut and cap irrigation lateral line. : I r� + + + + + + + + + + + + IRRIGATION AT PLANT BED ... W ■ + + + + Add dripline irrigation to match existing irrigation. Connect to existing drip zone. See Note 12. �f CONCRETE PAD WITH BIKE PARKING PLANT BED REPAIR 5 9 LEGEND: ■ ®®®®■ APPROXIMATE LIMIT OF WORK ♦ PROPOSED DECIDUOUS TREE ?° `t111/f�I� f=_ EXISTING TREES �. To be protected. !� 2 Hoops. See Note 14. `.. r/ Match existinghoops. , o ° � Cut and cap dripline. : X x Add PVC header and X x reconnect driplines to PVC header. EXISTING IRRIGATION ' .. • '� i i, VALVES -� Verify location and relocate to lawn or meadow area if r' _ location conflicts with new f concrete walk A� J + PBI + L + + + It. .1tL " �LL .'t. .11L J'- !LL ,P itL ,r �LL • ?lt w It- >LL .ILL -� JLL � ALL. �-. -11L •- �LL .f4. .14. .ILL. .11L .fu. .t..- ..� • .:It- ,f. ,� •,,. ,� t<•�-lIL ' 00 ,LL ,LL LLr''•� "�� LL " �LL I �, owl MR_.� �< MR I 1 PLANTING AND IRRIGATION PLAN AT BUILDING ADDITION A�`` ` 01 5' 10' 20' ua� I I -- --- --- t �1• �■ 2 3 i • . • • • • • • • -' • � E ISTIN MAINLINE' �. \"Verify location of existing mainline. - rCut and reroute mainline around :LR concrete pad to relocated valve box. . o 0 ®., 17 o 0 CONCRETE AD WITH BIKE PARKIN o 0 6 Hoops. Match existing hoops. IRRIGATION VALVE BOX o ® Salvage existing valve box IL and relocate to lawn area. ADDITIONAL BIKE PARKING - See A1.0 01 5! 10' 20• 4 EXISTING MAINLINE Location is approximate. EXISTING IRRIGATION VALVE Location is approximate. EXISTING GRASSY SWALE BASIN CONCRETE See Civil EXISTING LAWN Non -irrigated. EXISTING PLANT BED Drip irrigation. Protect existing plant material. EXISTING PLANT BED Non -irrigated. Protect existing plant material. EXISTING MEADOW Non -irrigated. MULCH Match existing mulch. PLANT BED & 10 3 IRRIGATION REPAIR See Note 10 & 14. Hobbs & Hopkins Ltd. "Companion Mix." Apply 8 lbs per 1000sf. COT DAM See L1.0, Plant List. LAWN REPAIR Non -irrigated MEADOW REPAIR Non -Irrigated. Sunmark Seeds International (Native) "Meadow Mix" Seed Mix. Apply 1 Ib per 1000sf. BIKE RACKS Single hoops. Match existing bike rack hoops. cop M002 3,,hr\ c-,araceno• Shy �,culeW � m� FEB 19 2015 0 NORTH Robertson ISherwood +Architects pc ROBERTSOWSHERWOOD/ARCHITECTS PC E 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com IIIAIIIIIIIIIII C A CAMERON McCARTHY LANDSCAPE ARCHITECTURE & PLANNING 160 East Broadway ■ Eugene Oregon 97401 v 541.485.7385 f 541.485.7389 www.cameronmccarthy.com G�V A SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15/24 2109 J STREET SPRINGFIELD, OR 97477 PROJECT NO. 14-15124 MARK DATE DESCRIPTION ISSUE DATE: JANUARY 30, 2015 ISSUE: 100% DESIGN DEVELOPMENT PROJECT NO 1431 DRAWN BY: KMK CHECKED BY: LG 0 ROBERTSON S` ERWOOD ARCHITECTS. INC. 2014 1 ORIGINAL SHEET SIZE 24-.W LANDSCAPE & IRRIGATION PLAN L 2.0 It Al L:3 Q 1 2 3 4 5 6 GENERAL NOTES LEGEND A. SEE PARTIAL AND ENLARGED FLOOR PLANS FOR ALL % NEW ADDITION GENERAL AND SHEET NOTES. J STREET Z1; STRI 12.12 FT OVERA 1/32" = V-0" LL FIRST FLOOR PLAN 749.44 FT 1 2 3 4 5 6 Robertson I Sherwood lArchitects c ROBERTSONISHERWOODIARCHITECTS PC E 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com Ic A ' SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15124 2109 J STREET SPRINGFIELD, OR 97477 cbp_ f pan �! VVV4 MARK DATE DESCRIPTION J! �' ISSUE DATE: FEBRUARY 17, 2015 ISSUE: SITE REVIEW �1 E8 19 2015 !" PROJECT NO: 1431 , e DRAWN BY: MDL icy Ay" CHECKED BY: ® ROSERTS04 SHERWOOD ARCHITECTS. M. 2015 1 ORIGkVA1. SHEET SM 24W A FIRST FLOOR- OVERSIZED PLAN gre 1ooft 25 50 75 Oft 1 2 3 4 5 6 Robertson I Sherwood lArchitects c ROBERTSONISHERWOODIARCHITECTS PC E 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com Ic A ' SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15124 2109 J STREET SPRINGFIELD, OR 97477 cbp_ f pan �! VVV4 MARK DATE DESCRIPTION J! �' ISSUE DATE: FEBRUARY 17, 2015 ISSUE: SITE REVIEW �1 E8 19 2015 !" PROJECT NO: 1431 , e DRAWN BY: MDL icy Ay" CHECKED BY: ® ROSERTS04 SHERWOOD ARCHITECTS. M. 2015 1 ORIGkVA1. SHEET SM 24W A FIRST FLOOR- OVERSIZED PLAN gre Robertson lSherwoodlArchitects pc ROBERTSON/SHERWOOD/ARCHITECTS PC 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15/24 2109 J STREET SPRINGFIELD, OR 97477 MARK DATE DESCRIPTION ISSUE DATE: FEBRUARY 17, 2015 ISSUE: SITE REVIEW PROJECT N0: 1431 DRAWN BY: MDL CHECKED BY: 0ROBERTSON SHERWOODARCHRECTS,INC. 2015 1 ORIGMIALSHEET SIM 24'xW A1.1 Robertson ISherwood lArchitects ,, ROBERTSON/SHERWOOD/ARCHITECTS PC 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com SPRINGFIELD PUBLIC SCHOOLS MAPLE ELEMENTARY SCHOOL CLASSROOM ADDITION PROJECT NO. 14-15/24 2109 J STREET SPRINGFIELD, OR 97477 MARK DATE DESCRIPTION ISSUE DATE: FEBRUARY 17, 2015 ISSUE: SITE REVIEW PROJECT N0: 1431 DRAWN BY: MDL CHECKED BY: ® ROBERTSON SHERWOOD ARCHITECTS. 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