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Home My WebLink AboutPlan, Tentative APPLICANT 2/21/2023EC CARES MODULAR SITE PLAN REVIEW / DISCRETIONARY USE VICINITY MAP ZONING MAP / ADJACENT LAND USE NTS m N X CD ARCHITECT CIVIL ENGINEER ROWELL BROKAWARCHITECTS - KPFF 1203 WILLAMETTE, SUITE 210 800 WILLAMETTE STREET, SU 400 EUGENE OR, 97401 EUGENE OR, 97401 541-185-1003 541-694-4909 CONTACTS: CONTACTS: LORRINELSON ANNABACKUS lorri@m"I bmkaw.wm Anna.Backus@kpff wm PROJECT DESCRIPTION - NARRATIVE SITE AND SITE UTILITIES PREPARATION FOR THE INSTALLATION OF A NEW MODULAR CLASSROOM BUILDING BY OTHERS. ALSO INCLUDES CONSTRUCTION OF NEW RAMPS/STAIRS, PLAYGROUND AREA AND COVERED PLAY STRUCTURE. EC Cares (Early Childhood CARES) UNIVERSITY OF OREGON, COLLEGE OF EDUCATION, WILL OCCUPY THE BUILDING - UTILIZING ONSITE AND STREET PARKING AND BUS DROP-OFF AT G STREET CURB.. THE BUILDING WILL CONSIST OF TWO CLASSROOMS, TWO OFFICES, STORAGE, PREP KITCHEN FOR WARMING SNACKS AND RESTROOMS. THE MODULAR WILL NOT INCLUDE A SPRINKLER SYSTEM. STAND ALONE FIRE ALARM SYSTEM VEHICLE PARKING PARKING NOT REQUIRED ON SITE BUT 2 STANDARD SPACES AND ONE ADA SPACE ARE PROVIDED BIKE PARKING (4) SPACES PROVIDED ELECTRICAL ENGINEER KCL ENGINEERING 296 E 5TH AVE, SU 501 EUGENE, OR 97401 503-212-4612 CONTACT: SITYLA KEAYS-GOODMAN skgoodman@kclengineedng.wm 2023-02-20 _ MODULAR COMPANY MODERN BUILDING SYSTEMS 9493 PORTER RD BE AUMSVILLE, OR 97325 503-7494949 CONTACT: DOUG SMITH dsmith@modembuildingsystems.wm DRAWING INDEX ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. STAMP REVISIONS TO THIS SHEET REV. DATE SETISSUE DATE SPRIDISCRETIONARY USE 2023-02-20 PROJECT TRACKING RBA #: 2234 P.LC: Chris Andrejko PM / PA: Lord Nelson Prmje Name EC CARES Springfield Mao & Tac Lot 17-03-35-12-06700/06800 Pmjeol Addrees G Street Springfield, OR COVER SHEET G-01 L EC CARES SPRINGFIELD ABBREVIATIONS AC ASPHALT CONCRETE P/L PROPERTY LINE AD AREA DRAIN PED PEDESTRIAN BLDG BUILDING PM PARKING METER BOW BACK OF WALK P.U.E PUBLIC UTILITY EASEMENT BS BOTTOM OF STAIR PVC POLYVINYL CHLORIDE SW BOTTOM OF WALL PVMT PAVEMENT CB CATCH BASIN PVT PRIVATE CL CENTERLINE R RIM CO CLEANOUT RD ROOF DRAIN COTG CLEANOUT TO GRADE RO.W RIGHT-OF-WAY CP CONTROL POINT S SLOPE (FT1FT) DNJ DRIVEWAY SO STORM DRAIN E EASTING SDMH STORM DRAIN MANHOLE EXIST.IEX EXISTING BHT SHEET FDC FIRE DEPARTMENT CONNECTION SS SANITARY SEWER FF FINISH FLOOR ELEVATION SSMH SANITARY SEWER MANHOLE FG FINISH GRADE ST STREET FH FIRE HYDRANT STA STATION FL FLOWLINE STD STANDARD END FOUNDATION SM/ SIDEWALK G GUTTER TC TOP OF CURB GB GRADE BREAK TG TOP OF GROUND GL GAS LINE TP TOP OF PAVEMENT GV GATE VALVE TRANS. TRANSFORMER HCP HANDICAP PARKING SPACE TS TOP OF STAIR IE INVERT ELEVATION TW TOP OF WALL INV INVERT TYP TYPICAL MH MANHOLE LINO UNLESS NOTED OTHERWISE MIN MINIMUM W WATER N NORTHING WM WATER METER OF OUTFALL OVH/OH OVERHEAD SITE PLAN REVIEW 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 W. MAINTAIN IT MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12' HORIZONTAL PARALLEL DISTANCE IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 19 HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18' INCHES ABOVE THE SEWER. NOTICE TO EXCAVATORS, ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTIUTY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. YOU MAY OBTAIN COPIES OF THE RULES BY CAWNG THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). POTENTIAL UNDERGROUND FACILITY OWNERS Call before you dig. or 800-332-2344 SHEET INDEX Sheet Number Sheet Title C1.0 CIVIL NOTES CIA CIVIL NOTES Cit EXISTING CONDITIONS C2.0 HORIZONTAL CONTROL PLAN C3.0 GRADING AND DRAINAGE PLAN C4.0 UTILITY PLAN C5A EROSION CONTROL PLAN C6.0 CIVIL DETAILS C6.1 CIVIL DETAILS ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. 1CFff __ - � � 88168 N DIGpALLYSIGNED 2M.W.13 1"50-0 av OREGON yy 'r+r:e te`� ` 5 �9��TTRELN IXMMMN DATE: 12/31/2023 _REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE PLAN REVIEW 2023-02-13 PROJECT TRACKING RBA #: 2234 PE/DP RR PM / PA: AB EC CARES Springfield Map&TaxWk 17-03-35-12-06800 812 G Street Springfield, OR CIVIL NOTES C1 M0 F GENERAL NOTES 1. SURVEY PROVIDED BY BRANCH ENGINEERING, DATED 1012512022. ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN OLN OCT. 10, 2022 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A(NAVD88). 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED -DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. 6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. 7. CONTRACTOR TO REFERENCE INFILTRATION REPORT BY BRANCH ENGINEERING DATED 11128/2022 FOR THE SITE SOILS CONDITION& 8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2021 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF SPRINGFIELD. 9. 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. 10. 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). 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. 11. 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. 12. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.HA REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 13. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CITY OF CITY OF SPRINGFIELD FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 14. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 15. 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. 16. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO ADJACENT BUILDINGS AT ALL TIMES DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 1& NOTIFY THE CITY OF SPRINGFIELD INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY OF SPRINGFIELD REPRESENTATIVE SHALL BE REQUIRED. STORMWATER NOTES 1. PER THE STORMWATER OPERATIONS AND MAINTENANCE PLAN, THE OWNER HAS MAINTENANCE RESPONSIBILITY FOR OPERATING AND MAINTAINING THE SYSTEM AND MUST BE DISTRIBUTED TO ALL PROPERTY OWNERS AND TENANTS OF THE SITE PURSUANT TO SDC 4.3-110.B. 2. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIONS OF SDC 4.3-110.6 AS WELL AS THE CITY'S MS4 STORMWATER PERMIT AND EDSPM, THE PROPOSED RAIN GARDENS MUST BE FULLY INSTALLED AND FULLY FUNCTIONING FOR STORMWATER MANAGEMENT MITIGATION. THE SYSTEM MUST BE INSPECTED AND APPROVED BY THE CITY PRIOR TO BUILDING OCCUPANCY ISSUANCE. a CONSTRUCTION NOTES GENERAL 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-098. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. 2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING. DEMOLITION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS. 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY. 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION JOINT. 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT. UTILITIES 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. 2. CONTRACTOR SHALL ADJUST ALL EXISTING ANDIOR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER 5. ALL WORK TO CONFORM TO THE 2021 OREGON PLUMBING SPECIALTY CODE STORM AND SANITARY 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490. 'WORK ON EXISTING SEWERS AND STRUCTURES'. 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. 4. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE WYE BRANCH TYPE. WATER 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 364NCH COVER TO THE FINISH GRADE. 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WATER MAIN I SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. EARTHWORKS 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. ■ 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. ��aEO PN Ef Fss/0�9 8,,H. N l DIGITALLY SIGNED MS.M13 122617-0BDV OREGON y yyyq 4,4y=' je`� 4�J 7�TTREI�eP E%PIRATION DALE: 12/31x2023 REVISIONS TO THIS SHEET REV DATE SET ISSUE DATE SITE PLAN REVIEW 2023-02-13 PROJECT TRACKING RBA #-. 2234 PE/DP RR PM I PA: AB Project Name EC CARES Springfield bap & Tax Lot It 17-03-35-12-06800 Project Adits 812 G Street Springfield, OR CIVIL NOTES 3 d a 0 0 L L N 110332.72 E 203805.01 N 110335.63 E 203819.77 SHEET LEGEND — — PROPERTY LINE SOAKAGE TRENCH WOODCHIPS RAIN GARDEN FILTER STRIP EASEMENT SCALE 1 INCH = 20 FEET 20 0 20 40 ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5 41 485 10 03 rowellbrokaw.com Architecture- Design. Strategy. �IN DIGITALLY SIGNED 20P3.02.13 12365408'00' OREGON 9T6TTREIEgp rM RATION DAI E: 12/317023 REVISIONS TO THIS SHEET REV. DATE -- SETISSUE DATE SITE PLAN REVIEW 2023-02-13 _PROJECT TRACKING_________ RBA #: 2234 PEIDP RR PM / PA: AB Pmje Name EC CARES Springfield Map & Tax LO # 17-03-35-12-06800 Project M&Y,ss 812 G Street Springfield, OR HORIZONTAL CONTROL PLAN C2mO PROPOSED MODULAR I.. 9.d .:.. 1 1 BUILDING "" N 1031072 ` 8.0' E 2003804 87 90 i "...4 N 110307.63 E 203619.55 _ L 5' TYP. - ;8.0' N110275.50 60' ._. N 110275.62 �.. N 110270.57 ._ N 110270.51 E 203698.89 —.. ... — — _. E 203745.22 - E 203773.22 N 110270.69 E 203698.8914 a 0' N 110262.62 N 11026256 N 110262.49 N 110262.41 E 20366920 E 203698.88 E 203745.19 E 203773.20 SHEET LEGEND — — PROPERTY LINE SOAKAGE TRENCH WOODCHIPS RAIN GARDEN FILTER STRIP EASEMENT SCALE 1 INCH = 20 FEET 20 0 20 40 ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5 41 485 10 03 rowellbrokaw.com Architecture- Design. Strategy. �IN DIGITALLY SIGNED 20P3.02.13 12365408'00' OREGON 9T6TTREIEgp rM RATION DAI E: 12/317023 REVISIONS TO THIS SHEET REV. DATE -- SETISSUE DATE SITE PLAN REVIEW 2023-02-13 _PROJECT TRACKING_________ RBA #: 2234 PEIDP RR PM / PA: AB Pmje Name EC CARES Springfield Map & Tax LO # 17-03-35-12-06800 Project M&Y,ss 812 G Street Springfield, OR HORIZONTAL CONTROL PLAN C2mO C in + Y Vtz "^— I I BOTTOM OF RAIN GARDEN 456.15 FG —I_ 16 3 I PROPOSED MODULAR BUILDING FF=459.45 ME ms 457 8t) 458' (457.6t) - - (457.6±) s (457)-- (457) 457);(457) (457.1±) (457.7±) LL(457.7±) (457-3±) (457.1±) (457.3x) r 458 j(459.3±) f Is-Y`i (458.1±) (457.7±)1 1 (457.8±) '\ L (45 (457.1±) L (457.5±) I.. \ (457,5±) SHEET NOTES ROWE LL 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. B R O K AW 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 1203 Willamette Street 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA Suite 210 ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). Eugene, Oregon 97401 5414851003 GRADING LABEL LEGEND rowellbrokawcom Architecture. Design. Strategy. CALLOUT DESCRIPTION ()CX%) SLOPE ORIENTATION INDICATING DIRECTION OF MAXIMUM GRADE (DOWNHILL) evo ww wren, wice aro 0 41.OR91CO1 SPOT ELEVATION 1. Kv saa.asox Sal 66aA9C9 DESCRIPTION LISTED BELOW. 1CPff r.,Ymn� j NO DESCRIPTION MEANS TP OR TO rXXXX XX BS BOTTOM OF STEP 08816B PROF s/EG EXISTING GRADE fSFF FINISHED FLOORI N EF Oy'RIM RIM OF STRUCTURE P r TC TOP OF CURB 202IM-13 TG TOP OF GROUND pisimu.vveNEo+zax+saaov TP TOP OF PAVEMENT OREGON TS TOP OF STEP 'yy N4r re N�� Jh r( ,X±) EXISTING GRADE 947TRELO* (MATCH WHERE APPLICABLE) iXPIaATION OATS 1]I31R023 SHEET LEGEND �..�.� DRAINAGE FLOW DIRECTION REVISIONS TO THIS SHEET GRADE BREAK REV. DATE 49 - - - - EX. CONTOUR MINOR 50 -.._..- EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) SOAKAGE TRENCH SET ISSUE DATE RAIN GARDEN i SITE PLAN REVIEW 2023-02-13 PROJECT TRACKING RBA #: 2234 PE/DP RR PM / PA: AB Projaol name EC CARES Springfield Map & Taz Loi # 17-03-35-12-06800 Project Add.R 812 G Street Springfield, OR GRADING AND DRAINAGE PLAN SCALE 1 INCH = 20 FEET ■ O 20 0 20 40 n L UTILITY TYPE (S -SANITARY SEWER, W --WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUi XX XX -XX ID NUMBER (WHERE APPLICABLE) X+XX.XRTXJC LOCATION (WHERE APPLICABLE) RIM= IE IN = XX.X +— STRUCTURE INFO (WHERE APPLICABLE) IE OUT= XX.X PIPE LABEL UTILITY LENGTH UTILTIY SIZE 5 5-� UTILITY TYPE XXLF-XX"XX S=X.XX%x SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. CB CATCH BASIN CO CLEANOUT TO GRADE GM GAS METER GV GATE VALVE MH MANHOLE OF OUTFALL OV OVERFLOW INLET PLUG PLUG RG RAIN GARDEN RP REDUCED PRESSURE BACKFLOW ASSEMBLY IN ABOVE -GRADE ENCLOSURE STUB STUB TB THRUSTBLOCK TD TRENCH DRAM TEE TEE CONNECTION WM WATER METER SHEET LEGEND PFs 0°68 DIGITA YS*Nw 2028.8213 12282MM. OREGON 94y 'Y5. 4 9��TTRELE�a IXPIRATION DATE: 12/31/2021 REVISIONS TO THIS SHEET REV. DATE SETISSUE DATE SITE PLAN REVIEW 2023-02-13 PROJECT TRACKING RBA #: 2234 PE/DP RR PM / PA: AB Project Name – SOAKAGETRE:NCH EC CARES Springfield RAIN GARDEN Maoa ia. Lot a 17-03-35-12-06800 Fia>^r,:%i$ini''::+:dirs?%v?6iYix¢?i a> FILTER STRIP Proiect Aearess ::_n>:..:;:.:e.:;:;.:•:.:e.:::.w:...n:::;.: 812 G Street Springfield, OR UTILITY PLAN SCALE 1 INCH = 20 FEET ■ O 20 0 20 40 ROWEL L OX UTILITY KEY NOTES B R O KAW NOTE DESCRIPTION DETAIL — REF. 1 CONNECT TO EXISTING 10" SEWER MAIN. POTHOLE TO 1203 Willamette Street VERIFY IE PRIOR TO CONSTRUCTION. Suite 210 2 CONNECT TO EXISTING WATER MAIN. Eugene, Oregon 97401 FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS 5414851003 NOTED. SEE PLUMBING PLANS FOR CONTINUATION. rowellbrokaW.com RG RAIN GARDEN CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR Architecture. Design. Strategy. S CONTINUATION. SIZE AS NOTED. SD DOWNSPOUTS TO CONNECT TO SOAKAGE TRENCH. W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING kryff PLANS FOR CONTINUATION. SIZE AS NOTED. eoo wlxM meet. sow wo 97 u].sea.asxz F: uz.sw.asxs F: UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (S -SANITARY SEWER, W --WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUi XX XX -XX ID NUMBER (WHERE APPLICABLE) X+XX.XRTXJC LOCATION (WHERE APPLICABLE) RIM= IE IN = XX.X +— STRUCTURE INFO (WHERE APPLICABLE) IE OUT= XX.X PIPE LABEL UTILITY LENGTH UTILTIY SIZE 5 5-� UTILITY TYPE XXLF-XX"XX S=X.XX%x SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. CB CATCH BASIN CO CLEANOUT TO GRADE GM GAS METER GV GATE VALVE MH MANHOLE OF OUTFALL OV OVERFLOW INLET PLUG PLUG RG RAIN GARDEN RP REDUCED PRESSURE BACKFLOW ASSEMBLY IN ABOVE -GRADE ENCLOSURE STUB STUB TB THRUSTBLOCK TD TRENCH DRAM TEE TEE CONNECTION WM WATER METER SHEET LEGEND PFs 0°68 DIGITA YS*Nw 2028.8213 12282MM. OREGON 94y 'Y5. 4 9��TTRELE�a IXPIRATION DATE: 12/31/2021 REVISIONS TO THIS SHEET REV. DATE SETISSUE DATE SITE PLAN REVIEW 2023-02-13 PROJECT TRACKING RBA #: 2234 PE/DP RR PM / PA: AB Project Name – SOAKAGETRE:NCH EC CARES Springfield RAIN GARDEN Maoa ia. Lot a 17-03-35-12-06800 Fia>^r,:%i$ini''::+:dirs?%v?6iYix¢?i a> FILTER STRIP Proiect Aearess ::_n>:..:;:.:e.:;:;.:•:.:e.:::.w:...n:::;.: 812 G Street Springfield, OR UTILITY PLAN SCALE 1 INCH = 20 FEET ■ O 20 0 20 40 m 71 3a o F; 0 L t'n SHEET NOTES 1. CUT: 170 CY FILL: 55 CY 2. SITE SOIL IS TYPE G- MALA13ON-URBAN LAND COMPLEX ' 3. PROJECT IS LOCATED AT THE EDGE OF THE 10 YEAR WELLHEAD (458) / TIME OF TRAVEL ZONE. -- — _ _ — _ �_ _ - 4. ADDITIONAL SOIL INFORMATION CAN BE FOUND IN THE MATERIAL STOCKPILE AND s F - — INFILTRATION TEST REPORT FROM BRANCH ENGINEERING, INC EQUIPMENT STORAGEDATED11Y2812022. 5. FLOOD NOTE: THE PROPERTY SHOWN HERON APPEARS TO LIE WITHIN OTHER AREAS ZONE X PER FIRM PANEL 41039C1 142F. ALL OF THE DISTURBED AREA IS WITHIN FLOOD ZONE X. THERE ARE NO SPRINGS OR WETLANDS LOCATED ON THE PROPERTY. THERE ARE NO DRINKING WATER SOURCE AREAS ON OR NEAR THE PROPERTY. ---- - } -� SHEET LEGEND — — PROPERTY LINE " r ( - - 49 - EX. CONTOUR MINOR I 7-50 -- -- — ___ _ EJC. CONTOUR MAJOR 49 PROP. CONTOUR MINOR 50 PROP. CONTOUR MAJOR EXTENT OF WORK z SEDIMENT CONTROL FENCE. %m PROPOSED MODULAR 4 , PLACE AT PROPERTY LINES, UNO /v BUILDING I f! (SHOWN OFFSET FOR CLARITY). (�\\S INLET PROTECTION � ...-`� DRAINAGE FLOW DIRECTION I r tq�� 11� TREE PROTECTION FENCE 458 ------ - -- - `- - CONSTRUCTION TRAILERS & STAGING CONCRETE WASHOUT. INSTALL 20' FROM ANY STORM FACILITY OR r, INLET. _ (457) - CONSTRUCTION ENTRANCE MATERIAL - '/�!, _ `��`,\ �\ NTSTORAGE. TYPE AS SHOWN. SEE T -- SCALE 1 INCH = 20 FEET 20 0 20 40 ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. ��Ee I NRfFss/syr Q' 88168 9 ! DIDITALLYWNED 2023-02.13 12A0:00.0&tl0' ORw 9,��9 ,rAT, %'/TT fXFlRATION DALE: 12/31/2023 REVISIONS TO THIS SHEET_ REV. - -- - DATE SET ISSUE DATE SITE PLAN REVIEW 2023-02-13 PROJECT TRACKING__ _______- RBA #: 2234 PEW RR PM 1 PA: AB Protect Name EC CARES Springfield Map & Tax Lot # 17-03-35-12-06800 Pmject Addsm 812 G Street Springfield, OR EROSION CONTROL PLAN 0580 a 4' THICK PORTLAND CEMENT CONCRETE ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. COMPACT �W OF BASE SUBGRADE COURSE ITff 900 WlBamele Sba[, SWe4W Eigenq CR9J40J U: HIb00.1901 :X1590.4909 NOTES: t. - CONSTRUCT CONTRACTION JOINTS AT iS MAX. SPACING AND AT RAMPS. - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. CONCRETE PAVEMENT SECTION SCALE: NTS NOTES: 1. CONSTRUCT CONTRACTION JOINTS AT IF 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 AC SURFACE COURSE: 3' OF 1f2' DENSE GRADED, LEVEL HMAC COMPACTED `-10' OF BASE SUBGRADE COURSE ASPHALT PAVEMENT SECTION SCALE: NTS 9 01881%FFss��'�r P l DIG9ALLY SWNED 2023'02'13 12:4020.03'x' OREGON h ��ITREI��P EXP MfM DATE: 12/3112023 REVISIONS TO THIS SHEET REV. --- — DATE SET ISSUE DATE SITE PLAN REVIEW 2023-02-13 _PROJECT TRACKING RBA #: 2234 PEW RR PM / PA: AB Project Name EC CARES Springfield Map & Tar LM# 17-03-35-12-06800 PmjW Address 812 G Street Springfield, OR CIVIL DETAILS C6.0 a in TOPSOIL. SEE PLANS FOR TOPSOIL & FACILITY DEPTH RIP -RAP SHALL BE 4" T08" QUARRY SPALLS PER WSDOT ST. SPECS 9-13.6 UNDISTURBED SOIL END CAP s— L TOPSOIL y RIP -RAP SHALL BE \ 4" TO 8" QUARRY SPALLS PER WSDOT ST. SPECS 9-13.6 UNDISTURBED SOIL SOAKAGE TRENCH FINISHED GRADE SURFACE TO BE INSTALLED LEVEL 26' - 6" SD PIPE FROM SEDIMENT TRAP 6" PERFORATED PIPE DRAINAGE FILL SIDE VIEW 2' 1-167 2' �/' DRAINAGE FABRIC /TO BE ED GRADE SURF ' MWALLED LEVEL ARES, 6 8" PERFORATED PIPE DRAINAGE FILL DRAINAGE FABRIC SECTION A RESURFACING MATCH EXISTING PAVEMENT SECTION EXISTINGAC SAWCUT� PAVEMENT LINE 0 ij > J ZD-' ZZL''K uFa� m0 m W LL_ J = V LL f Z y W V 2 � OR rk PAVED UNPAVED AREAS AREAS DETECTABLE WARNING TAPE 6" D 6" MIN. MIN. TYPICAL PIPE BEDDING AND BACKFILL SCALE: NTS N.T.S. STORAGE DEPTH 8" MAX. (TO OVERFLOW INLET RIM) BTM OF BASIN (LEVEL) SEE PLAN TRACER WIRE U Zp �z ro I INSTALL GEOJUTE PLUS OR COCONUT FIBER MATTING, 2" THICK LAYER OF PEA GRAVEL OR OTHER NON -FLOATING MULCH. 2 STORMWATER FACILITY GROWING MEDIA PER SPECS. 3 DRAINAGE LENS COURSE It - NO.4 OPEN GRADED AGGREGATE). 4 DRAINAGE FILL PER SPECS. 5 PLANTING SEE LANDSCAPE PLANS. 6A DRAINAGE FABRIC, WRAP UP SIDES AND OVERLAP TOP DRAINAGE LENS 12" MIN. 6B 30 MIL IMPERMEABLE LINER, WHERE SHOWN ON PLAN. T 4" PVC PERF. PEE, ORIENT WITH HOLES FACING DOWN. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS ROWELL B RO KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy 1CPffacownl.��ww srre`s, sere wa a,m,", oe szam 0:591A89A9pi F. 59L689g949 0881680% DIWALLY 96NED 2021'02'10 1zno:ssoe•w• OREGON A�#TTREILeP� IXNATuNDAIE 12%11/2023 REVISIONS_ TO THIS SHEET REV. DATE SETISSUE DATE SITE PLAN REVIEW 2023-02-13 PROJECT_ TRACKING RBA #: 2234 PE/DP RR PM / PA: AB PmjecY Name EC CARES Springfield Map 8 Tax Lot# 17-03-35-12-06800 Project MdMSS 812 G Street Springfield, OR CIVIL DETAILS C6A L SETBACK -,y 10'-0" 1� T -W 4W 10'-0" 7'-0 9 t i COVERED PLAY STRUCTURE 'r t NO OPENING @ SLAB FOR SANDBOX BOTTOM LITS AS SHOWN' I t 2 SLAB PLAN - ALTERNATE s BUS #1 �.- EXISTINGREET TRrr EE -� EXISTING POLE TO TO BE REMOVED REMOVED 71'-2" -.. -_r- ,� SITE PLAN -BASE BID BUS #2 _ 04'-2" - 5•-0" 0' 10' 20' 40' t BUS #3 LEGEND ---- PROPERTYLINE - - -- - - - SETBACK LINE EASEMENT CONCRETE PAVING EXISTING SIDEWALK TO REMAIN -- -r PLAYGROUND TILES OVER CONC. SLAB ASPHALT WOOD PLAYGROUND CHIPS STORMWATER AREA PLANT BED - IRRIGATED LAWN -IRRIGATED —F—�-- EXISTING FENCE TO REMAIN -*- *- -* -'- EXISTING FENCE TO TO BE REMOVED NEW 4' TALL CHAIN LINK FENCE GATES - STANDARD HASP LOCKS WITH I-"--' • l — CONCRETE MOW BAND PLAY EQUIP.---__ .0 e STREET TREE AY_ S1 RUC RE"` t � 3 j\ • SITE TREE BASALT BOULDERS •® t 8 a � BUS #1 �.- EXISTINGREET TRrr EE -� EXISTING POLE TO TO BE REMOVED REMOVED 71'-2" -.. -_r- ,� SITE PLAN -BASE BID BUS #2 _ 04'-2" - 5•-0" 0' 10' 20' 40' t BUS #3 LEGEND ---- PROPERTYLINE - - -- - - - SETBACK LINE EASEMENT CONCRETE PAVING EXISTING SIDEWALK TO REMAIN -- -r PLAYGROUND TILES OVER CONC. SLAB ASPHALT WOOD PLAYGROUND CHIPS STORMWATER AREA PLANT BED - IRRIGATED LAWN -IRRIGATED —F—�-- EXISTING FENCE TO REMAIN -*- *- -* -'- EXISTING FENCE TO TO BE REMOVED NEW 4' TALL CHAIN LINK FENCE GATES - STANDARD HASP LOCKS WITH I-"--' • ALL TIMES OF OPERATION. CONCRETE MOW BAND - _--' STREET TREE BUS #1 �.- EXISTINGREET TRrr EE -� EXISTING POLE TO TO BE REMOVED REMOVED 71'-2" -.. -_r- ,� SITE PLAN -BASE BID BUS #2 _ 04'-2" - 5•-0" 0' 10' 20' 40' t BUS #3 LEGEND ---- PROPERTYLINE - - -- - - - SETBACK LINE EASEMENT CONCRETE PAVING EXISTING SIDEWALK TO REMAIN -- -r PLAYGROUND TILES OVER CONC. SLAB ASPHALT WOOD PLAYGROUND CHIPS STORMWATER AREA PLANT BED - IRRIGATED LAWN -IRRIGATED —F—�-- EXISTING FENCE TO REMAIN -*- *- -* -'- EXISTING FENCE TO TO BE REMOVED NEW 4' TALL CHAIN LINK FENCE GATES - STANDARD HASP LOCKS WITH I-"--' PADLOCK. GATES TO BE UNLOCKED AT ALL TIMES OF OPERATION. CONCRETE MOW BAND - _--' STREET TREE Z„ j\ • SITE TREE BASALT BOULDERS •® WOOD ROUNDS I LOGS ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5 41 485 1003 rowellbrokaw.com Architecture. Design. Strategy. STAMP A 6003 OF REVISIONS TO THIS SHEET REV. DATE SETISSUE DATE SPRIDISCRETIONARY USE 2023-02-20 PROJECT TRACKING RBA #: 2234 P.I.C: Chris Andrejko PM / PA: Lorri Nelson Project Name EC CARES Springfield M., d TU Lot# 17-03-36-12-06700106800 Pmjmt Addms G Street Springfield, OR SITE PLAN L-1.0 LANDINGIRYOTHMS- VEMFYLOGnOM J MODAi � Ero s 202? IA jF Iwo1 D:B 20224GtB EG6) EIEC ----------------------- -------11 � - CTCANBAIETER MOD C 2022-461CR EIA LL/ MOWIE TO BE SEf BY:C� LANORBG(BYOTHERu- VERIFY LOCATOGQ I SITE LAYOUT_ 5 -V0--lEoucF FRIff FTxeM oRG=1G raoT re scr. _F _ yx =Lea.: Fu::+I ENERGY CODE NOTES 1. OREGON ENERGY COMPLMNGE IS PRONDED PER OEESC NiD ASHRAE 82.1.11N 2. ALL BNLOING THERMICENVELOPE 1NSUlAnow sHAWBE MAR«EDM ACOOfaDANCE WYIHASHIUE SB:t.t AND OOCtWENTEDPfitAul^ ME 5.8.1.tt 5. WALL ANDFLOdtINSl11AnONflW1�RA4TAlIF.DPERMANIFACnIREfFS INSTRUCnOM^+:f1AOR CAVIiYIN5UlA110N SFWI.RRNUN INCONTACT WRH UNDEINtl�OF FLOOR SHEATWNG PERASMRAE 5.515 0. PENETFiAnON80FniE WRBMMER SHALL.BEfAUTA®.ONSKETEDOR 6EALED PERASHRAE 54.3:1.2 5. OREGON PIR9ARPoERC00.9PUANCE:ALLAIR W1RPoEft MATEIBAl86MWLLSE ASTM E21T8 RATEDAS IISTHI W ASHRAE TABLE 583.1 FOOTNOTE(» ITEMS 9-13 & ALLFENESTRAnON ASSEMBLIl:S SHALL BE IABB.EDBYiIEMANIffACMiH1PER ASMwEssaa T. AWECONOPY2ERSNALLBECAPABIEOFPROVIMWIMOUTSbENRPER ASHRAE 8.51.0 8. ECONWAIZERl9C.,ILIA9TSHlROFFCONLROL ISELECTRONC ENtHALPY PER MANIIFACTULERS SPECIFICATIONS, ASHRAE 8.5.1.1.5 8. MECHANCN.VENIRAnONSYSTEM SFNLLHAVE TiE CAPABRIIY TO REDLICETI£ OIITSI�AIR SUPR.Y TOTFEMNIMMiREGW1EDPERABHRAES.5321 AND653.T(P) t0. WTSIDEAIRANDETBWISTAR DAMPER85HALLBERATED�AS152AETAHE B.a.3.aA ro VCLIICE pA8S1MDTOR®DAMPERS WNHAW%IA,LMAR2LF.ANAGE RATE OF 10 CEMIFT (GRANT'I9AGS-0RAETOAMPER MAYBE I4EO FOR RE$R10DM EXHAUST FAN6 WHENABZ FLOW IB 1E88 THAN 3W CFM) 1t. COMPLIANCE WITHASHRAE 58.3.3 VESnBLILE4lO BEPER OEESCE3M2(b) aS. GENERAL NOTES TYPICAL SYMBOLS LEGEND mm. AGJUSTASIE SHEET INDEX &PP. t. T,ff TERRA IBC SHALL APRY TOTFE CIMRENT EBITION OF F.E. NORTH ARROW A [IeFM FEC. B0. 9RON2EANODIZED FOL TIEAVIElMAl1WY11.M%DINOC PBC)ASAMEICC4DBY © F BIK N0. SA N Ra. le By BDTIW80F THE STATES OFOREGONAND WASWNGTDN.FWIPROJEGlB BOL'. BDTfOM F.O.FRM A0.0 COV62 SfiF1=T � FRT 0V. INALLOINERSTATE8R8HALLAPPLY TO THECIIRRENT iRef CDR. CEDAR a.1 FIWBLIFESAF PI CONIROLJWM CA. GA. EDf(iW80FTHE UBCORI9C ASADOPIED BYTHAT STATE CENTERLINE GALV. CIG: CEINNG .... cm 0.EAR CMI CONCRETEMASOMtY INBT GW ACA FLOmR - GYP. CWC. 2. ALLCONTRIX.8 HA�N111RESNAUBEACCESSIW.ETO A,91 1a ELEVATION BUBBtE. CWRINJWS At.t REFLECTC-0CEN.MGP CARPET HF PQ230NS WRH DISABIMTIES. DOUBLE HM DF A2.0 IXTEPoORELEVAIXM _ DIAMETER 3. WHHiER£OURED: PORTPHIEFRiEEXTNGUSHER3 SHALL IRM DIM3iSION A90 FMaSH HOTE9AND DETAAS IM. 1W. DTL BEB'ASTALLED W ACCORDANCEYAiNOFCAFC 6ECnON808 KD OW WSNWASHER Aa0 -a- IMERgRELEVAWIM - EACAi LAV ELEQ- SRI Ui ELEV. St FOLIMmi ON PlJN1SNDTES EWA. EQLARAENT • PER WAC 29B150FAW5,Tg1ETFACWTAB3INAN PDJACENM' ' SECTION BUBBLE Sze _----- FLR FRAMNSPlAN38DETAILS �� 42'x 64' EACH WAY MODULAR DAYCARETEOESPGI�ft88�5GA 2902TAN0 SECnON 9t03a OFTHE GTATE BUIIINNG CODE A,B 530 Sa,b 6NDNO ECDON6 - - DETAILS MtASTEE VEPoFlED BY TI£LOCALJl3B90CT10N9UAlXN3 3HA EO.1 EIEG PANEIs&LOADGALCS OFFlCW.AM)SFIOWN ONTGiENLEA t DETAIL BUBBLE E1.0 EIECTRCAL&IIGFIT9JGPLANS � PFR WR918SId-0BiS.RE�AREDTO@EFFACINnES MAY BE AJ%. MIAWYAC PIANAwD NOTES I.00AT�INANADJACEGiTFACILTIY PER IBCCHPFTER2S SIM PIS PLLMBWGPLPN BNOTEs SECTIWI29B23sAr81THE Locu..A1M9nIcnu+etMmNG Ai% DETAIL CALLOUT PSo R:wmINOSCW fIzs oFRGPI S W W. V FR1FY T1 WT AOEOVA'IE FACILNIE9 ME AVAl1A8LE BAKED ONTIE OVERALL OCCUPANT LOADOF THE ENIStE GDMPLEx. Q GRID BUBBLE S. IF MRIC%tf. FlRE ALARM SYSTEM TO BE FIEiD INSTAIf ED orHER81 9C�SED 9W�S3 AWRE.SEE ELEVATION LEVEL EIeN e& IFisPECitON /0D APPROVAL.PFR LOCM. AIIIHORRY HAVMG xR85wmm RIjODJ MODULE TAG S WaPPucAe1.E, T+REsnF£rYrco EVACUATrowPUTs slwu BE PROV TOED M owPBR PRIOR TO CERnFICATE of occuPANcrPER OFCAFc sEDTNWAa+ 1�1 WALL TAG ® 11 T ANACCESSIBLERd11 S8 BEPROVIOEDTOTHE ,0/ DOORTAG BMIIRNO AREA A8REOUIRED IN OS6CIBG&ECTON t101 1 I S Wi413EFLO0RLNEIAADE%CEEOS SOP9F.ADIMA9LESIGN O WINDOWTAG I SHRLLBE CC8/3PR:UW6LYPOSTW STILE WMdERBiTHE PART OFTHE 91ALAWG WHERETHIS INCFIOWt UVE DESIGN PROFESSIONAL 1 I' LDAD.accuRSPER osscnBcsECTaN1bBt Q REVISION TAG MI(MPPFLO (EWI9PE. _rL _ MD�Rweuuwuc srsmes.lwc. NE RD.wuAl3wuE. oa9�azs ( 19-0845R KEYNOTE LANDINGIRYOTHMS- VEMFYLOGnOM J MODAi � Ero s 202? IA jF Iwo1 D:B 20224GtB EG6) EIEC ----------------------- -------11 � - CTCANBAIETER MOD C 2022-461CR EIA LL/ MOWIE TO BE SEf BY:C� LANORBG(BYOTHERu- VERIFY LOCATOGQ I SITE LAYOUT_ 5 -V0--lEoucF FRIff FTxeM oRG=1G raoT re scr. _F _ yx =Lea.: Fu::+I ENERGY CODE NOTES 1. OREGON ENERGY COMPLMNGE IS PRONDED PER OEESC NiD ASHRAE 82.1.11N 2. ALL BNLOING THERMICENVELOPE 1NSUlAnow sHAWBE MAR«EDM ACOOfaDANCE WYIHASHIUE SB:t.t AND OOCtWENTEDPfitAul^ ME 5.8.1.tt 5. WALL ANDFLOdtINSl11AnONflW1�RA4TAlIF.DPERMANIFACnIREfFS INSTRUCnOM^+:f1AOR CAVIiYIN5UlA110N SFWI.RRNUN INCONTACT WRH UNDEINtl�OF FLOOR SHEATWNG PERASMRAE 5.515 0. PENETFiAnON80FniE WRBMMER SHALL.BEfAUTA®.ONSKETEDOR 6EALED PERASHRAE 54.3:1.2 5. OREGON PIR9ARPoERC00.9PUANCE:ALLAIR W1RPoEft MATEIBAl86MWLLSE ASTM E21T8 RATEDAS IISTHI W ASHRAE TABLE 583.1 FOOTNOTE(» ITEMS 9-13 & ALLFENESTRAnON ASSEMBLIl:S SHALL BE IABB.EDBYiIEMANIffACMiH1PER ASMwEssaa T. AWECONOPY2ERSNALLBECAPABIEOFPROVIMWIMOUTSbENRPER ASHRAE 8.51.0 8. ECONWAIZERl9C.,ILIA9TSHlROFFCONLROL ISELECTRONC ENtHALPY PER MANIIFACTULERS SPECIFICATIONS, ASHRAE 8.5.1.1.5 8. MECHANCN.VENIRAnONSYSTEM SFNLLHAVE TiE CAPABRIIY TO REDLICETI£ OIITSI�AIR SUPR.Y TOTFEMNIMMiREGW1EDPERABHRAES.5321 AND653.T(P) t0. WTSIDEAIRANDETBWISTAR DAMPER85HALLBERATED�AS152AETAHE B.a.3.aA ro VCLIICE pA8S1MDTOR®DAMPERS WNHAW%IA,LMAR2LF.ANAGE RATE OF 10 CEMIFT (GRANT'I9AGS-0RAETOAMPER MAYBE I4EO FOR RE$R10DM EXHAUST FAN6 WHENABZ FLOW IB 1E88 THAN 3W CFM) 1t. COMPLIANCE WITHASHRAE 58.3.3 VESnBLILE4lO BEPER OEESCE3M2(b) aS. ANCHO T FD mm. AGJUSTASIE TTIN &PP. A ERMMRO F.E. AL A [IeFM FEC. B0. 9RON2EANODIZED FOL BD. BOARD F BIK BLOCK FW.w. R.O. BDTIW80F F.OFIN. BOL'. BDTfOM F.O.FRM BRGN RIROH FRT 0V. BOTTWA VENT FS CDR. CEDAR CJ CONIROLJWM CA. GA. CL CENTERLINE GALV. CIG: CEINNG G.C.C. cm 0.EAR CMI CONCRETEMASOMtY INBT GW C.O. CISANOUT GYP. CWC. CONCRETE NB COM. CWRINJWS HC CPT CARPET HF DBL DOUBLE HM DF DRINMNG FOUNTAW HSS IS0. W DIAMETER IW INFO. DIM. DIM3iSION DB DOWNSPOUT IM. 1W. DTL DETAIL KD OW WSNWASHER L E0. EACAi LAV ELEQ- ELECIWCAL Ui ELEV. ELEVATtOAS Lw EWA. EQLARAENT LVL EXIST. FJ09TING M. EXTERIOR E.W. EACH WAY GYP9lA.1 HOSE WB HOLLOW LARE NEMFlR MOII.OW SfMIClURA1.SECnON IFMaM.wnow INBLIIATICN SYSTEM COMMISSIONING NOTES t. PRIORTDCONSTRUCTIUN.ACOMMSSIONING PlNJ 8HPIL BE DEVELOPEDTOINSURE PRCPER LwSTauAnowArro TEsnNDof BLNLINNG srsras As FouoW s: A) MECHNRC%SYSTBB PER aSHRAE BA.2 Nor REouREDtEIccEnlwRn, PEa AaWPAEaz.sz) SERJICE WATERHEATBJG PERASFBtAET.9a LJot.REQUIRED (FXCEPTroNA2, PER aSHRAE 4.2.52) LIWIIIMi PIW CONTft(XS PER ASHRAE9Aa NOTgEQWRED (FXCEPIKW 9I, PERASHRAE 82.5.2) OTHER EQUPMENT COGRROI.S PERASIIRAE t0A2 NOTIB:QUIRED(E%CEPRON YI. PER A&IRAEa252} MAX. MA%DAIM1 SC SOIIDCORE MW MEDIUMGENSRYGYERIAY SP STOREF w MECH. MECHA m SN SINGLEHI MFR. MMNFACTLAER SRT. SLEET MIN. MIN" SMRG. SWAn NG NEC. MISCEIW£OUS SIM. SIMILAR M.L MARRIAGE LIGE &MP. SIAIPSON MOD MM.Yac 50. SQUARE NPL MAPLE SA. STAIN STEEL. MTL METAL STN. STAIN MV MXMG VALVE $IRIICT, STRIID'IURAL N.I.C. NOT W CORDtACT TIM. TIMELY NOM. NOMNAL TMP TEMPERED BAFETYGLAANG WNARROW (LITE) T.O. TOPOF NTES NOT TOSCW.E. TIP TAPE. TEXTURE BPAW ORS O95GL1RE R TTP. TYPICAL OG ON CENTER UN.O. UNLESSNOIED OTHERWISE CFW OWNERFURNISHED CONIMGTORINSTALLED UR IWMML OFW OWNERTUfM95YEGOWNERINSTP)1ID VCT VINYLCOMPOSRIONTNE DPP. OPPOSITE V.C. NNYLCOAT® OSA MEWENR VWS VINYL WRMSURROLRD ORa OPoENR:DSTRANOBOAFB) W/ WITH OVHG. OVERFIANG WC LNAIERCL0.4ET PD PUNCHBONIPLE WD. WOOD. PF PlAANISHED WH WATERLEATER PlAh1 PIASTIOIPMNATE PEGS PLACES PLYWO PLYWOOD PM PLANT P.T. PIES&URETREm BANRARYP EIIMGWARMNGBDISCWMER: RFtWG. REPPoGFIiATOR CMA,Me�, pwNetl THENEEDEDSPECIFKSITE CINE urimE9 REDO RETAIIRED MormgSNf bl ex60M> tilyaer,a ha NiokPpl�tlPn,iWNt ebvetlen, RH MGHTHNdD eN. TAnetore MPkensM1MAM Lx respone�WrgUOeon8l eeaR aM R.O. PoGHFWWDOVT3WWG tlllre tlNaLs rehtllM magcomecmn d'lMLfirO BunOtyfiresbeX: fmg R.O. ROUGH OPEMNG satlMryfms ftMili ftM BMeYa AM, be la lb,HCAIN REGARDSTOOESION EXCAVATKWI, FOlWMT10N PWMBINGAS N1ELL A5 OTHER ITEMS. FIRE AND LIFE SAFETY PLAN NOTES t. FlRE DEPARTMENlIO=Y BOX ANOIt%'.ATKKdTO BE PROMO®BY OTHERS 2 HREEXDNGUIfJiERS TORE SLB 2A 10:34 HYOTIERS S. BIAIDINfi ADIX$SSIOENIIFICATW2ANDLOCATNW TO BE PROYXIED ANDMA3RABa®BYOTIERB FIRE AND LIFE SAFETY SYMBOLS LEGEND OCC.0 w X X-- COMMON PAn IMT E OCC.IAAD X XW E#TACCESSDIBTANCE �10 EXRLM -\\\__ PATHOFEGRE55 0 EORESSSTARTPWNT DI (�� EGPESa REGTItHi OM MR EXTB2G8 ISHER (BY OWNP00 T i. FIRE B LIFE SAFETY PLAN ,�,�,.�„ „4;,,,,;,,.•.,.,,,,,,; p2n:P 'M"J2J SLE [�F_PRJY'iNG DESIGN CRITERIA GH33Ml CONSIRUCIIONTPE __..._ VB (NW2SPRa9QT4EED) OLCWANCYORWPOBC CN. a1 E(HEMENTARYRRESCl100L AN0 KINDERGARlIX1 .._ BMfIMNGAHEAl BYORPoSBBCTABLE 504A, 500 ALLOWABI.E:8.500 SOFT:/121 STORY. ACLDAL:2,B77SO. fT./(17 STORY gSTANCETO PROPERTY UNE DR nseUM®PRDPERYY uwE NORn�:lnnxa solml:lvox ___._ EAST.IPMW. WEST: 10'MIN. EXTERIOR WALL RATNG OBC TAPoE902J FlRESEPARATtON DISTANCE iPOR GREATER NO RATNG REOulE --� OCCUPANCYWAO(IBCTABLE_tOW.� Bt OCCUPANTS,SEEBUMMARY ONSNEETA0.1 __ FNE RE3fB11VE BAnNGRE0U1RMF s NpE HEOMxEfl AT77CDRpFTtSTOPPMG(IBO.SEC.'118.4) NOTR�UIRF.D MBABER OF EIOlSBBGSEC. t00G REOIARED N). PROVIDED 21 _._ CMMroIIPATHOF£GRESS BBCTABLE 10063.1) AL1-OWABLE TSEEET•ACYUAI-SIFEETMNS__. TWOEXDH OR E%ITACCESS OOORWAVS (IBC fiEC. 1007) Taw- EXRAGCE&STPoIVEL DISTANCE BBC TABLE 10D0.33(27,101431 ALIOWAB1E:200 FEET. ACTVAl9FEET L+P.C.. CORPoDOR CONEIRJKnON BBCTABLE IWD.1) FlRE RATINGNOTREOVIRED CORPoDOfi WIOIH BBC TABLE 10232] NA . ..._ E(ECTRIra" _ __ _.-_ ELECTWGLSERVX£LOAD C920M/t20MOV/1PH. 0IRWA MECHANICAL ._._ YENnIAnON OCGIIPANCY LOADBMC TABLE 4033.1.1) -� S2000lWANT3, BEE.SiMSNARY ON 3HEETM iO cuMATEzor32 � - HEAT68G SPYAIP awcoNgnoNlNc --.. YES PLUMWNx _ PLUMBING OCCUPANCY LOAD BBG TABLE 10045.2802.1) 02 (41 MP1El41 FEMALE) PLLMBINGFIXI SREQUx OMTABLE2W2.1) WG: a1:l V,0 PLUMBIlK1 FlXTIAiEB PROVIDED - W4 MI MN.E;IAV: (Q OLMNIIYY OF PLUMBINGFIX11AiP5 ha) BEWARED SPECIALINSPECTION6 STEEL COLMAN WEtOMG,BUBPENOEDCENNOW/BERCCIJPS ROOFSNOW LOW �PSF FLOOR LNE LOPD sow WINDLOAD 1.a .I.WVO-IMMPHN1=83M'IB 38ECOI�GUST:E B EEROAC BEARMG WALL SYSTEM: Ss=0.850. F.=1.200 Sm=OSaO, PoBKCATEGORY II I, U, SEIBMC� GiECM2Y D 81TE CLASSD 11B88ETOFPLANS PREPAREDAM SUBt41T1£O FOR APPROVAL UNOERTHE FOLLONANG.CODES: WILDING 20180SSC AECHAMCAI 3a180A13C FIRE 2018CFC nuL,81i2G 20210P8C ENERGY .2021 OE8C EtECTWCAL 2021 OE65C1A518ME W 1-ID19 1 OCCUPANT LOAD SCHEDULE FUMMnW �Anro _ Lmtl FaUnr o cuaam IAaO CIhBBROOMA 779W 20 CUS6RODM8 ._mw.• XRCMI -_ 141 W M OFFlCEA 1055E 150 1 _ OFFICES 1%8F 150` i Taw- al 1 M • • MOD C (2) C3) i FF LOOR PLAN_„ ¢ems FLAOR JOI6T LAYOIR STARTED FFf ON GPoD'S'. SEE SHEET S ZO f TM PI11M61 NG BLOCK-OIJF LOCAliOT6� SITAR WAU.TYPEISBEARING WALLSYSTEMUSIt4G LMaM4TiM1E(WOODJ WALL88HF.gTNEO WRfS WDOD STMILTURAl PAtELS. ALLEX7ENOR WP11 � PIERS VflTIiAU%IMIXAA6PECT RATIO.OF2:t ARE CON66mtED ASENGINEEREDBHEAR WALW^ V/(4) NIPS WSTLW M-TYP. ENLARGED PIAN NOTES 1, FLtAABINti FlXtUPE OMENSIONS A� FItOld FALE OF FlMSH N.M.O.) 2. SLOPE FLOOR 4'-0• WA AROUND FLODRDRNN,MPo 1n6'BLOPE ADD 4- 3(FLAT)SLOCKATAILEDGES- TYP. 6'-tOS.B" rL T -I"- T 1" ^ry S -tow 2x6PL1jABW(4 ) I b it I I II �I I s qdo I I RESTROOM YI I I I" 2xeauM6Ms I.. s_D' WALL I 2xsPLUNSING ® WALL I 2-s NroPSdGK W LPLUABING WMl 40OAL.4VATER HEATER ..i WWK ��✓!C///ls��l6mii%•iiwrutiiiiu © r • d• 2x8Pl I1MBIpID uvM,. 4 4 4 rL 3GEDSTAFF R/R PIAN TME INTI SIM (SITE INSTALL) GRIDS IA NS 2 SITElim ATE -.___. C B SINN _._.._._- - STL L011MN5 SorSlARAT _ 116M ORDS -- O- r6FM4x6 I. (SITE INSTALLED) STUDS AT 1pOO. VL. GYP. BOARD TORTATPT6 71I8O%%.AHNG (SITE INALE // WALL-EXT.MARRIAGE S WALL- IN r. COLUMN GRIDS BfC Y ROUGHOPENING = �CP11S�.i biN" �E F' _ me•ose. J V.G. GYP. BOARD r1 WALL- INT. COLUMN GRIDS DJE ._lPfiERIOR WINDOW JAMB V 1"= 7'4P 7 7 7/2"=1'-fY �Ip T I 2S 1p S.r $ r CL n-ImI d P P -P 2 P 6-p 5-Im 5'.S' 9 P _f_w ROOF 520 i 32.0 56.0 S30 _ 12MN I__ 1 L L= co l CIFAR-TYP. 5 1 (' KITCHEN I RooP 2 B4A 4 -I 3 AID 13 - A4D IRAWGE(OFCD/ � U _ � 46M Z � k44 b 0 FLOOR.. j 6 HOOD(CFLD m ` 4 SZA O O ROOF FLOOR • -A tA. I d Bio 3 4 SID $4.0 41 Q 1 _ / AtU A !� \ l SSD- 1 12 C� r 52.0 S20 n 1 1 ) I — — STORAGE _ STORAGES— _ I d a CLASSROOM SROOM •I W CLASSROOM A j �� 1 / RE OM I 8 I 1 ss0 3 ' 34 NECH L'J 1 1p D � 6 d j +" � j (�516•Du.MRsxe FRAMMG I -------� - ` `� FRPMWG - - - -; •_ � �a � --.._.__ _� I I R�Wi FWl�nSFA.- _ _ UNR A UW 2 I I. 1 I s 12 SLOE OFCOLIRARS ANDEWALLY SPACED r i CLEAR PMII. S m _ m _ I A1A .AIA I I ZONE I m -PMS b I m~ TYP. TYP. A4D 1 STAFF RIR /I 1. 5 1 s 1 AID MWf6 DNEWALLSW/ 1 ' CL 1 1 , ; 7npo%.6.SMFG. -_..__.I II �® t �7—�._ jl AT6•At O.C.C.-TYP. g O OFFICE ATm II i I I - b _ s ` OFFICE 8 - ® AIA. SINP. C518t I �� © 'IOFLOORF \'..l _1 z b y � F.N�RY m � 320 S' -p C -P 1-p 5-p P -p d'-4' 4-d" d' -p 2-1P �2-1P 4'-p 1'-d• d' -d" 6-P' 3'-6 s' -P 4'-P s -P 1P -P E 4 4 i FF LOOR PLAN_„ ¢ems FLAOR JOI6T LAYOIR STARTED FFf ON GPoD'S'. SEE SHEET S ZO f TM PI11M61 NG BLOCK-OIJF LOCAliOT6� SITAR WAU.TYPEISBEARING WALLSYSTEMUSIt4G LMaM4TiM1E(WOODJ WALL88HF.gTNEO WRfS WDOD STMILTURAl PAtELS. ALLEX7ENOR WP11 � PIERS VflTIiAU%IMIXAA6PECT RATIO.OF2:t ARE CON66mtED ASENGINEEREDBHEAR WALW^ V/(4) NIPS WSTLW M-TYP. ENLARGED PIAN NOTES 1, FLtAABINti FlXtUPE OMENSIONS A� FItOld FALE OF FlMSH N.M.O.) 2. SLOPE FLOOR 4'-0• WA AROUND FLODRDRNN,MPo 1n6'BLOPE ADD 4- 3(FLAT)SLOCKATAILEDGES- TYP. 6'-tOS.B" rL T -I"- T 1" ^ry S -tow 2x6PL1jABW(4 ) I b it I I II �I I s qdo I I RESTROOM YI I I I" 2xeauM6Ms I.. s_D' WALL I 2xsPLUNSING ® WALL I 2-s NroPSdGK W LPLUABING WMl 40OAL.4VATER HEATER ..i WWK ��✓!C///ls��l6mii%•iiwrutiiiiu © r • d• 2x8Pl I1MBIpID uvM,. 4 4 4 rL 3GEDSTAFF R/R PIAN TME INTI SIM (SITE INSTALL) GRIDS IA NS 2 SITElim ATE -.___. C B SINN _._.._._- - STL L011MN5 SorSlARAT _ 116M ORDS -- O- r6FM4x6 I. (SITE INSTALLED) STUDS AT 1pOO. VL. GYP. BOARD TORTATPT6 71I8O%%.AHNG (SITE INALE // WALL-EXT.MARRIAGE S WALL- IN r. COLUMN GRIDS BfC Y ROUGHOPENING = �CP11S�.i biN" �E F' _ me•ose. J V.G. GYP. BOARD r1 WALL- INT. COLUMN GRIDS DJE ._lPfiERIOR WINDOW JAMB V 1"= 7'4P 7 7 7/2"=1'-fY FLAOR JOI6T LAYOIR STARTED FFf ON GPoD'S'. SEE SHEET S ZO f TM PI11M61 NG BLOCK-OIJF LOCAliOT6� SITAR WAU.TYPEISBEARING WALLSYSTEMUSIt4G LMaM4TiM1E(WOODJ WALL88HF.gTNEO WRfS WDOD STMILTURAl PAtELS. ALLEX7ENOR WP11 � PIERS VflTIiAU%IMIXAA6PECT RATIO.OF2:t ARE CON66mtED ASENGINEEREDBHEAR WALW^ V/(4) NIPS WSTLW M-TYP. ENLARGED PIAN NOTES 1, FLtAABINti FlXtUPE OMENSIONS A� FItOld FALE OF FlMSH N.M.O.) 2. SLOPE FLOOR 4'-0• WA AROUND FLODRDRNN,MPo 1n6'BLOPE ADD 4- 3(FLAT)SLOCKATAILEDGES- TYP. 6'-tOS.B" rL T -I"- T 1" ^ry S -tow 2x6PL1jABW(4 ) I b it I I II �I I s qdo I I RESTROOM YI I I I" 2xeauM6Ms I.. s_D' WALL I 2xsPLUNSING ® WALL I 2-s NroPSdGK W LPLUABING WMl 40OAL.4VATER HEATER ..i WWK ��✓!C///ls��l6mii%•iiwrutiiiiu © r • d• 2x8Pl I1MBIpID uvM,. 4 4 4 rL 3GEDSTAFF R/R PIAN TME INTI SIM (SITE INSTALL) GRIDS IA NS 2 SITElim ATE -.___. C B SINN _._.._._- - STL L011MN5 SorSlARAT _ 116M ORDS -- O- r6FM4x6 I. (SITE INSTALLED) STUDS AT 1pOO. VL. GYP. BOARD TORTATPT6 71I8O%%.AHNG (SITE INALE // WALL-EXT.MARRIAGE S WALL- IN r. COLUMN GRIDS BfC Y ROUGHOPENING = �CP11S�.i biN" �E F' _ me•ose. J V.G. GYP. BOARD r1 WALL- INT. COLUMN GRIDS DJE ._lPfiERIOR WINDOW JAMB V 1"= 7'4P 7 7 7/2"=1'-fY ROCFCAP-TYV. 30 EXTER' RUILGItiG FidlSH -Tl -II i r0'ORS' - 8CD'f-SN `Nttt NALLIAN'.-a."4 YM^RN - uWttS- SHERYdIN SV1tLiA.`w15 - kJ9Y 3E01GRffi'±j - 'rK'Uf-I�-ttR' TF.w1 SB�RYbLF WIt'f(tAS-§VE6 GR&1. 4'/U'Sj Roof/ Plate I-� lI $'-711fr ornwasrour-TM. Fin -Flom. .-l1 -p—(r V an p RWAY n EWEST ELEVATION L`J t4 T 24°X te'SIGN �� (t / oNf:A f,£CR'11NR' Y E DJ C Y FOR WA L O VH P,R d1151IE AIR etAP1.Y TOERV I a hI III z w I a SOtfIN ELEVATION Reai�Pl&e_� Ir - , " :aRNeRenTr-TYP. FnFloor 000 y !1 EAST ELEVATION L�itA'--1'�X_' C REQUIRED SPECIAL INSPECTIONS COORDINATE EDGE OF SLAB AT(E) WITH MOW FENCE LINE INSPECTION OSSCCODE CODE OR FSEOUENCY SYSTEMORMATERIAL REMARKS p I C: JOHN ROWELL I/ unUTLAN UNL 1 I STANDARD I PM /PA: LORRI NELSON a,. REFERENCE REFERENCE CONTBA10115 PERIODIC OBSERVE STRUCTURAL STEEL PSCA2.5 ,j MATERIALVERIFMATXm OF WEIR p18C%DN92 (E)PENCE % ra MANHFA fRI FR EWTEPoAID TASLE iM5.2 PAWS EOOWSTEFER BELOW=:. TMRS CFRIFIF91E6TRF.PORTS TO LANDSCAPE DETAILS urocuaB+rs Pmje Addmss SINGLE PA66 FIIJX T W ELOs SLAB ON GRADE CONTROLJOINTS % t, GREAIERTHAw D`SHED Springfield, OR ALLWBD6V6MALLYRiSPECTED T_BL 10.5.2 AWb m.1 PERAWSD1.1G9 sIN61EPA6 FLLEiW WSMS SECimNS % THANORWp LTDMW WOOD CGNNECTONS FOR DNPHRACd.1 c1mw OOLLECIORS. IM112 % ALLFASIB1Nt.4cOM1�1pNS WSIbLLLV 915PECt® MMCNGAND SIFAR WALL ANCHORAGEAND HOLOOWNS GEOTECHNICAL MAIHiNMS WAU SA SHALLOW FWNDATNETHF % ADEQUATE TO ACHIEV E THE DEMGN BFARINGCAPACRY T A&E1T05.6 PRESCIPiFRTD BEARING VAWESPERTABIE IMN2FOR VERIFYE%GVAINIMS SLTYS4N WIL E%TFND®TOMKRDEPIH % AND HAVE REACHED PROPBI MAT91ULL ROOF SHEATHING SCHEDULE TIFCIDIES APASPM1 aATMG F06ExALam P®DIITAlXO MDCINNG NDTLs C9'26Mk lw@TO.C. lwair c. NONE a RUBBER PLAYGROUND PROTECTIVE SURFACING ON 5" SLAB ON GRADE WI 169 THICKENED SLAB EDGES. PROVIDE * MIN. COMPACTED SUB BASE 3' DVI. DOWNSPOUT. PROVIDE BRACKETS FASTENED TO HSS POST AT 60' O.C. STORM DRAIW. REFER TO CMLU71LITYPLAN COVERED 1 IA' = 1'-n" ROOF FRAMING PLAN 1/81, =1,-0„ L Y AREA SECTION LASHED LINES INDICATE 'LYWOOD SHEATHING LAYOUT. TART AT HATCHED LOCATIONS e DIA. CONCRETE PIER OOTINGBELOWGRADE LALVANRED 6" SCH dB 5TD)POSTS, TYR LUBBER SURFACING 'RANSITION .I FOUNDA 1/R„ = 1,11" 1 1rz I Ar 10-6" ALT #1 Covered play structure, rubber surfacing, and footings shown on sheets A-111 & A-112. Concrete slab to be included in base bid, see Civil. CORRUGATED METAL ROOFING OVER HIOWTEMP, SELF ADHERED MEMBRANE UNDERLAYMENT. T.O. POST HI01 HI AL 432' -SS• V GLB 3-19%15" BEAMS HIGHAND LOW EMD GLB 3-118"X73.5' RAFTER, TYP. o • n 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. STAMP ALIGN SLAB WITH ADJACENT SIDEWALK _-AUGN TA SLAB REF. GRADING PLAN T_O. FOOTING REVISIONS TO THIS SHEET___ REV. DATE SETISSUE DATE COVERED PLAY AREA - PLANS & SECTION A-111 COORDINATE EDGE OF SLAB AT(E) WITH MOW FENCE LINE PROJECT PROJECT TRACKING 3' DIA DOWNSPOUT. PROVIDE RBA #: 2234 r l� LA%Y SLEEK REFER THROUGH p I C: JOHN ROWELL I/ unUTLAN UNL 1 I FOR STORM CONNECTION. PM /PA: LORRI NELSON a,. ,j PmjW Nam (E)PENCE EC CARES SPRINGFIELD ra CONCRETEM COVERED PLAY AREA EOOWSTEFER BELOW=:. TO LANDSCAPE DETAILS Pmje Addmss SLAB ON GRADE CONTROLJOINTS 812 G Street t, D`SHED Springfield, OR COVERED PLAY AREA - PLANS & SECTION A-111 ALT #1 Covered play structure, rubber surfacing, and footings shown on sheets A-111 & A-112. Concrete slab to be included in base bid, see Civil. GLS RAFTER N NOTCHED ENDS LAP ROOF UNDERLAYMENT OVER GUTTER 101M° 1' WIDE GUTTER STRAP @ 3C' O.C. FASTEN GUTTER STRAP _ TORIBOFMETALROOFING. — -�- - CONT SHEET METALGUTTER CONT. 2X FASCIA FASTENED TO ENDS OF GLULAM RAFTER WOW PREFIWSHED ALUMINUM DOWNSPOUT GUTTER FVSHIN 01 I ROOF EDGE DETAIL V = 1'-0" ON GLULAM BEAM. LAYOUT PER ROOF FRAMING PLANONA-111 � I OST/BEAM SADDLE A- _ SADDLE Lai—," -112 1 = 1-11" F IAc':ING&CLEAT 1" =1'-0' 9 M., EDGE DETAIL - RAKE FASTEN ROOF WITH NEOPRENE WASHER SCREW AT VALLEYS PER ROOF MANUFACTURER RECOMMENDATIONS. FASTEN FLASHING @ 24" O.C. SET ON CONRNUOUS STRIP OFBUM TAPE AT BOX RIB ROOF EDGE FLASHING LAP ROOF UNDERLAYMENT OVER CLEAT CONT 2X FASCIA FASTEND TO UNDERSIDE OF ROOF SHEATHING GLULAM RAFTER NOTCH TOP OF BEAM SO RAFTER IS CONTINUOUS CONCEALED FLANGE, FACE MOUNT HANGER SIMPSON HUC325e PLI BEAM SADDLE ATPOST, TYP. (4)112' GALV. BOLTS, WASHER & NUT PLIlP CAP AT TOP OF POST$ TYP - CORRUGATED METAL ROOFING — FULL COVERAGE, SELF ADHERED LROOFING UNDERLAYMENT PLYW0ODSHFATMNG:PER I SHEAn ING SCHEDULE GLULAM RAFTER CONCEALED FLANGE RAFTER HANGER U4'PLSIEELSADDLE, BOTH SIDES OF BEAM 94' PL STEEL POST CAP 6-SCH 40 POST IMMATWO.C. 2 CONCRETE PIER DETAIL �11-2 IDd @ 6-O.C. 2X BLOCKING 1W TOENAR ROOF EDGE / GUTTER DETAIL 1" =1.-0.• 6°SCH 40 POST BEYOND F SLAB ON GRADE WITH THICKENED SLAB EDGE "16'OC.EA.WAY AT SLAB C A@ IR-O.C. (2)1W X /5' THREADED ROD W/NUT EA SIDE, (1) EA. WAY ATTOPAND BOTTOM OF POST EMBEDMENT (S) VERTICAL- BARS NTIESAT6'O.C. CORRUGATED METAL ROOFING FASTEN FLASHING EVERY RIS OR IT O.C. TOPCLOSURESET IN SEALANT PEAK FLASHING LAP ROOF UNDERLAYMENT OVER CLEAT CONT. 2X FASCIA FASTENED TO END OF RAFTER RAFTER EXTENSION REMOVE TOP OF GL BEAM SO THAT RAFTER EXTENSION IS CONTINUOUS CONCEALED FLANGE, FACE MOUNTHANGER. SIMPSON HUC3.2519 ��Yf r-gfi' f�Fs i fi��SS • m GLULAM RAFTER CONCEALED FLANGE RAFTER HANGER U4'PLSIEELSADDLE, BOTH SIDES OF BEAM 94' PL STEEL POST CAP 6-SCH 40 POST IMMATWO.C. 2 CONCRETE PIER DETAIL �11-2 IDd @ 6-O.C. 2X BLOCKING 1W TOENAR ROOF EDGE / GUTTER DETAIL 1" =1.-0.• 6°SCH 40 POST BEYOND F SLAB ON GRADE WITH THICKENED SLAB EDGE "16'OC.EA.WAY AT SLAB C A@ IR-O.C. (2)1W X /5' THREADED ROD W/NUT EA SIDE, (1) EA. WAY ATTOPAND BOTTOM OF POST EMBEDMENT (S) VERTICAL- BARS NTIESAT6'O.C. CORRUGATED METAL ROOFING FASTEN FLASHING EVERY RIS OR IT O.C. TOPCLOSURESET IN SEALANT PEAK FLASHING LAP ROOF UNDERLAYMENT OVER CLEAT CONT. 2X FASCIA FASTENED TO END OF RAFTER RAFTER EXTENSION REMOVE TOP OF GL BEAM SO THAT RAFTER EXTENSION IS CONTINUOUS CONCEALED FLANGE, FACE MOUNTHANGER. SIMPSON HUC3.2519 ��Yf r-gfi' f�Fs i fi��SS f +3 TYPICAL 1" = 1'-N' L___ RUBBER PLAYGROUND PROTECTIVE SURFACE RUBBER FALL SURFACE TRANSITION AT SIDEWALK :Sam ROW E LL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy STAMP REVISIONS TO THIS SHEET_________ REV. DATE SET ISSUE DATE PROJECT TRACKING RBA #: 2234 P.LC: JOHN ROWELL PM/PA: LORRINELSON Pmjed Nana EC CARES SPRINGFIELD COVERED PLAY AREA Pmjed Address 812 G Street Springfield, OR COVERED PLAY AREA - DETAILS A-112 a GENERALNOTES- ELECTRICAL A. ELECTRICAL DRAWINGS ARE ONLY A PORTION OF THE COMPLETE SET OF PLANS AND CONTRACT DOCUMENTS. THE ELECTRICAL SCOPE OF WORK IS DEFINED BY THE COMPLETE SET OF CONTRACT DOCUMENTS. THIS INCLUDES BUT IS NOT LIMITED TO REFERENCING: CML PLANS FOR ADDITIONAL SITE UTILITY INFORMATION, MODULAR BUILDING CONTRACT DRAWINGS FOR EQUIPMENT TERMINATION LOCATIONS AND ROUGH -IN REQUIREMENTS. B. INTERIOR DISTRIBUTION EQUIPMENT, POWER DEVICES, EQUIPMENT CONNECTIONS, LIGHTING, AND LIGHTING CONTROLS ARE FURNISHED AND INSTALLED BY THE MODULAR BUILDING SUPPLIER. COORDINATE ROUGH4N LOCATIONS WITH THE FINAL SUBMITTED AND APPROVED MODULAR BUILDING PLANS PRIOR TO PROCUREMENT AND INSTALLATION. CODE NOTES - ELECTRICAL A. PROVIDE ELECTRICAL INSTALLATION IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL CODES. e. THE CURRENT ADOPTED EDITION OF THE ELECTRICAL CODE SHALL BE THE STANDARD FOR THE ELECTRICAL INSTALLATION. VERIFY WITH LOCAL OFFICIALS WHEN PERMITS ARE OBTAINED. NOTIFY DESIGN TEAM OF ANY DISCREPANCIES BETWEEN THE PROJECT MANUAL OR DRAWINGS AND THE GOVERNING CODE. C. REFER TO PROJECT MANUAL AND PROJECT CODE REVIEW SHEET FOR LIST OF APPLICABLE CODES. INSTALLATION NOTES - ELECTRICAL A. CONTRACTOR IS RESPONSIBLE FOR OPENINGS IN WALLS CREATED BY THEIR WORK. PENETRATIONS SHALL BE SEALED IN ACCORDANCE WITH THE RATINGS OF THE AFFECTED WALL OPENINGS IN EXTERIOR WALLS SHALL BE MADE WATERTIGHT. REFER TO ARCHITECTURAL CODE PLAN FOR RATED WALLS. ELECTRICAL ABBREVIATIONS A DEVICE MOUNTED+r ABOVE COUNTER TOP (VERIFY LOCATION) AFF ABOVE FINISHED FLOOR ATS AUTOMATIC TRANSFER SWITCH C CEILING CB CIRCUIT BREAKER CT CURRENTTRANSFORMER E EXISTING ITEM TO REMAIN EC ELECTRICAL CONTRACTOR EM EMERGENCY LIGHT FIXTURE ER NEW LOCATION OF EXISTING ITEM F ROUGH IN FOR FUTURE DEVICE FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FSD FIRE SMOKE DAMPER G GROUND FAULT CIRCUIT INTERRUPTER GND GROUND KVA KILO -VOLT-AMPERES KW KILOWATTS MC MECHANICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER MDP MAIN DISTRIBUTION PANEL MLO MAIN LUGS ONLY N NEW DEVICE IN EXISTING LOCATION GENERAL SYMBOLS NIC NOT IN CONTRACT NM NONMETALLIC NTS NOT TO SCALE OC ON CENTER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED R EXISTING ITEM TO BE REMOVED RR EXISTING ITEM TO BE REMOVED AND RELOCATED RN EXISTING ITEM TO BE REMOVED AND REPLACED WITH NEW SCCR SHORT CIRCUIT CURRENT RATING T TAMPER PROOF DEVICE TCC TEMPERATURE CONTROL CONTRACTOR TV TELEVISION TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS VA VOLT-AMPERES WG WIREGUARO COVER WP WEATHERPROOF DEVICE WR WEATHER RESISTANT DEVICE +24" INDICATES MOUNTING HEIGHT CENTER LINE OF DEVICE TO FINISHED FLOOR E CONDUIT SLEEVE JUNCTION BOX, CEILING OR FLOOR MOUNTED - 1P JUNCTION BOX, WALL MOUNTED, ELEVATION AS NOTED. R./ CIRCUIT HOMERUN, CONCEALED CONDUR OR CABLE ® KEYNOTE X EQUIPMENT IDENTIFICATION TAG. REFER TO EQUIPMENT CONNECTION SCHEDULE eSIN DETAIL DRAWING REFERENCE TAG, SIM -SIMILAR, TYP-TYPICAL, OPP-OPPOSITE Alur SHEETREFERENCE POWER SYMBOLS 4 JUNCTION BOX, WITH PULL STRING, WALL MOUNT, REFER TO PLAN OR DETAIL FOR MOUNTING HEIGHT y-4 GROUNDBAR Qt UTILITY TRANSFORMER UTILITY METER SPo SURGE PROTECTIVE DEVICE q= SAFETY DISCONNECT SWITCH M PANELSOARD-SURFACE MOUNTED -t PANELBOARD - RECESSED IN WALL ® SURFACE MOUNTED ELECTRICAL DISTRIBUTION EQUIPMENT ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5 41 485 10 03 rowellbrokaw.com Architecture. Design. Strategy. KCL 296 E. 5th Ave Suite 501 Eugene OR 97401 ENGINEERING 503-212-4612 STAMP REVISIONS TO THIS SHEET REV.— DATE LAND USE 2023-02-10 PROJECT TRACKING _ RBA #: _ 2201 P.I.C: John Rowell PM / PA: Lord Nelson PmjW Name EC CARES Springfield Project Address 1234 Street St. Springfield, OR ELECTRICAL GENERAL NOTES & SYMBOLS E000 a TELECOMMUNICATIONS CABLING SCHEDULE SYSTEM SERVED UNSHIELDEDTWISTED PAIR CATEGORY HORIZONTAL CABLE COLOR DATA JACK GOLOR PATCH CORD COLOR STATION CORD COLOR FIRE DETECTION AND ALARM CATEGORY6 RED RED RED RED DATANOICE CATEGORY 6A BLUE BLUE BLUE BLUE WIRELESS ACCESS POINT CATEGORYBA WHITE WHITE WHITE WHITE NOTE: ALL CABLING SHALL BE PROVIDED A 10 FOOT SERVICE LOOP ON EACH END OF THE HORIZONTAL RUN. MANAGE ALL CABLING WDH HOOK AND LOOP TYPE FASTENERS. USE OF ZIP TIES SHALL NOT BE ACCEPTED. TECHNOLOGY GENERAL NOTES A. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL OTHER TRADES. NO ASPECT OF A SYSTEM INSTALLATION OR ITS ROUGH -IN SHALL COMMENCE UNTIL PROPER AND TIMELY COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION HAS TRANSPIRED. ITEMS TO BE COORDINATED SHALL INCLUDE BUT NOT BE LIMITED TO: BUILDING STRUCTURE, SHEET METAL, ALL PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. ANY REWORK OF INSTALLED EQUIPMENT WILL BE AT THE CONTRACTOR'S EXPENSE. B. INCORPORATE INTO INSTALLATION COMMUNICATIONS AND LIFE SAFETYISECURITY SYSTEM SPECIFICATIONS, DRAWINGS, STATE AND LOCAL CODES, AND OTHER APPLICABLE REQUIREMENTS. C. EACH TRADE IS RESPONSIBLE TO MAKE PENETRATIONS WHERE REQUIRED IN EXISTING OR NEW WALLS, FLOORS, AND CEILINGS. PENETRATIONS SHALL BE NEAT. ANY OVERCUT SHALL BE CONCEALED OR CAULKED. OPENINGS IN EXTERIOR WALLS SHALL BE MADE WATERTIGHT. D. ALL NEW CONDUITS SHALL BE PROVIDED WITH A FULL LENGTH NYLON PULL STRING TO ALLOW EASE OF GABLE INSTALLATION. TELECOMMUNICATIONS DISTRIBUTION NOTES A. PROVIDE PENETRATIONS AND PATHWAYS AS REQUIRED TO ROUTE ALL CABLING INFRASTRUCTURE ILLUSTRATED IN THE DRAWINGS. TREAT EACH NEW PENETRATION AS A 1 -HOUR FIRE RATED WALL UNLESS OTHERWISE NOTED. PROVIDE REQUIRED FIRE STOPPING TO MAINTAIN THIS RATING. B. REAM CONDUIT TO REMOVE BURRS AND ROUGH EDGES. PROVIDE A PROTECTIVE BUSHING AT THE END OF ANY CONDUIT STUB TO PROTECT CABLING INFRASTRUCTURE C. PROVIDE CABLE SUPPORT FOR ROUTING ALL NEW INFRASTRUCTURE. INSIDE OF ABOVE ACCESSIBLE CEILING SPACES, CABLING CAN BE FLOWN FREE-AIR UTILIZING J -HOOKS, BRIDLE RINGS AND OTHER ACCESSORIES TO SUPPORT CABLING. GABLE SHALL NOT BE ALLOWED TO REST ON TOP OF CEILING TILES OR TO UTILIZE GRID SUPPORT SYSTEM. D. ALL OPEN CEILING AREAS SHALL HAVE CABLING CONCEALED IN CONDUIT. EXPOSED CABLING SHALL NOT BE ACCEPTED. E. ROUTE CONDUIT SERVING WORK AREA DATA OUTLETS VERTICALLY, CONCEALED WITHIN THE WALL FROM OUTLET BOXES TO ABOVE ACCESSIBLE CEILING. PROVIDE PROTECTIVE BUSHINGS AT THE CONDUIT TERMINATIONS FOR CABLING PROTECTION. EQUIPMENT ROOM FITTINGS NOTES A TELECOMMUNICATIONS CABINET LOCATION SHALL BE APPROVED BY THE OWNER AND MODULAR BUILDING CONTRACTOR PRIOR TO ANCHORING OR INSTALLING EQUIPMENT. PROVIDE A PRE -CONSTRUCTION COORDINATION MEETING AND INCLUDE DESIGN TEAM AND OWNER TO ENSURE PROPER CONFIGURATION OF SCHEDULED EQUIPMENT. ROOM LAYOUT ILLUSTRATED IN THE DRAWINGS IS FOR BID PURPOSES ONLY. TECHNOLOGY RESPONSIBILITY MATRIX PROVISION RESPONSIBILITIES DEFINED OFOI OFCI I CFCI MBC COMMUNICATIONS -TELECOM SYSTEMS: ROUGH -IN, PATHWAYS AND SLEEVES • RACKS, FRAMES AND ENCLOSURES a. PROVIDE AC GRADE PLYWOOD THAT IS PAINTED ON ALL SINES WITH TWO • CABLE MANAGEMENT COATS OF A WHITE FIRE -RETARDANT PAINT. • UNINTERRUPTIBLE POWER SUPPLIES (RACK MOUNT) • LEAVING THE FIRE RETARDANT MIARKINGSISEAL EXPOSED FOR INSPECTION PLYWOOD BACKBOARDS • OPTICAL FIBER BACKBONE CABLING C. ANCHOR RACK(S) TO THE FLOOR OR WALL UTILIZING MANUFACTURER APPROVED • COPPER HORIZONTAL CABLING HARDWARE. • D. OPTICAL FIBER HORIZONTAL CABLING . LIMITED TO: WATERFALL RADIUS DROP, OFFSETS, BRACKETS, AND RACK ATTACHMENT DATA COMMUNICATIONS SWITCHES AND HUBS SEE RISER DIAGRAM AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS HARDWARE. DATA COMMUNICATIONS WIRELESS ACCESS POINTS • CLEAN ALL SURFACES OF ROOM PRIOR TO OWNER'S INSTALLATION OF ACTIVE VOICE COMMUNICATIONS SWITCHING AND ROUTING EQUIPMENT • TELECOMMUNICATIONS GROUNDING & BONDING NOTES SAFETY -FIRE DETECTION AND ALARM: ROUGH -IN, PATHWAYS AND SLEEVES INSTALLATION OF THE COMMUNICATIONS GROUNDING AND BONDING SYSTEM SHALL BE • INITIATING FIELD DEVICES (SMOKE, MANUAL PULL, MONITOR MODULES) CABLING NOTES • A. NOTIFICATION APPLIANCES (HORNS, STROBES, SPEAKERS) B. THE TBC SHALL NOT EXCEED 30 FEET AND SHALL BE EQUAL IN SIZE (GAUGE) TO THE • ENSURE ALL ELECTRICAL CHARACTERISTICS ARE COMPLIANT WITH THE SPECIFIED MISCELLANEOUS DEVICES (RELAYS, TEST STATION, ANNUNCIATOR) LARGESTTELEGOMMUNICATKONS BONDING BACKBONE (TBB) CONDUCTOR. • OFOI OWNER FURNISHED & OWNER INSTALLED • OFCI OWNER FURNISHED & CONTRACTOR INSTALLED CFCI CONTRACTOR FURNISHED & CONTRACTOR INSTALLED 0 MBC FURNISHED AND INSTALLED BY MODULAR BUILDING CONTRACTOR GENERAL NOTE: A. MATRIX IS NOT INTENDED TO BE EXHAUSTIVE TO COVER ALL MATERIALS NECESSARY FOR SCOPE AND SHOULD ONLY BE USED TO QUICKLY IDENTIFY SYSTEMS AND RELATED INFRASTRUCTURE INSIDE AND OUTSIDE THE BID OF THIS PROJECT. ANY ITEMS FURNISHED OR INSTALLED BY THE BIDDING CONTRACTOR SHALL COVER ALL REQUIRED APPURTENANCES NECESSARY FOR A COMPLETE SYSTEM. THIS SHALL INCLUDE BUT NOT BE LIMITED TO, EQUIPMENT, ACCESSORIES, TERMINATIONS, TERMINATION COMPONENTS, ALL FINAL CORDAGE CONNECTIVITY, SOFTWARE, PROGRAMMING, AND THE LABOR TO INSTALL. TELECOMMUNICATIONS INFRASTRUCTURE SYMBOLS tl � DATA CABLING -SEE SCHEDULE FOR EXACT REQUIREMENTS vP WIRELESS ACCESS POINT- SEE SCHEDULE FOR EXACT REQUIREMENTS rN CABLE TELEVISION LOCATION- RADIO GRADE CABLING SEE RISER DIAGRAMS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS GROUNDING AND BONDING SYMBOLS B. BIDDING CONTRACTOR SHALL HAVE THE FOLLOWING OPTIONS FOR -- ----- TELECOMMUNICATION ROOM WALL COVERINGS: a. PROVIDE AC GRADE PLYWOOD THAT IS PAINTED ON ALL SINES WITH TWO COATS OF A WHITE FIRE -RETARDANT PAINT. >r: GROUND BAR b. PROVIDE FIRE -RETARDANT AC GRADE PLYWOOD THAT IS PAINTED WHITE BUT LEAVING THE FIRE RETARDANT MIARKINGSISEAL EXPOSED FOR INSPECTION PURPOSES. a-'aB TELECOMMUNICATIONS MAIN GROUND BAR C. ANCHOR RACK(S) TO THE FLOOR OR WALL UTILIZING MANUFACTURER APPROVED HARDWARE. TGBTELECOMMUNICATIONS GROUND BAR D. PROVIDE ALL REQUIRED CABLE TRAYIRUNWAY ACCESSORIES INCLUDING BUT NOT LIMITED TO: WATERFALL RADIUS DROP, OFFSETS, BRACKETS, AND RACK ATTACHMENT SEE RISER DIAGRAM AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS HARDWARE. E. CLEAN ALL SURFACES OF ROOM PRIOR TO OWNER'S INSTALLATION OF ACTIVE NETWORK EQUIPMENT. TELECOMMUNICATIONS GROUNDING & BONDING NOTES A. INSTALLATION OF THE COMMUNICATIONS GROUNDING AND BONDING SYSTEM SHALL BE COMPLIANT WITH 710-607-D. REFER TO SPECIFICATION 27 05 26 FOR ADDITIONAL CABLING NOTES INFORMATION. A. CATEGORY CABLING SERVING DATA AND VOICE APPLICATIONS SHALL BE TESTED TO B. THE TBC SHALL NOT EXCEED 30 FEET AND SHALL BE EQUAL IN SIZE (GAUGE) TO THE ENSURE ALL ELECTRICAL CHARACTERISTICS ARE COMPLIANT WITH THE SPECIFIED LARGESTTELEGOMMUNICATKONS BONDING BACKBONE (TBB) CONDUCTOR. CLASSIFICATION (B AND/OR S1). UTILIZE FLUKE DSX EQUIPMENT OR EQUIVALENTAND CONTRACTOR IS ENCOURAGED TO INSTALL THE PRIMARY BONDING BACKBONE (PBB) PROVIDE ELECTRONIC RESULTS DURING CLOSEOUT PROCEDURES. ANY INSTANCE OF INSIDE THE MAIN ELECTRICAL ROOM TO KEEP TBC DISTANCES SHORT. CABLING FAILING THE PERFORMANCE TEST SHALL BE RECTIFIED BY THE CONTRACTOR THROUGH RE -TERMINATION OR RUNNING NEW CABLING AT NO COST TO THE OWNER. C. ION C ION APPLY ANTI-CORROSION/OXIDATIONCOMPOUND TO THE LUG AND LUG SURFACE OF EACH TELECOMMUNICATIONS . B. PROVIDE A CERTIFIED INSTALLATION BY THE MANUFACTURER. ENSURE THE WARRANTY IS PROVIDED AS THE SPECIFICATIONS REQUIRE. C. WILD RETURN AIR IS EXPECTED IN THE PLENUM SPACES OF THIS PROJECT. THEREFORE, PROVIDE PLENUM RATED CABLING FOR ALL FLOWN INFRASTRUCTURE IN THE ABOVE ACCESSIBLE CEILING SPACES. ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. KCL 296 E. 5th Ave, Suite 501 Eugene OR 97401 ENGINEERING 503-21214612 STAMP REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE LAND USE 2023-02-10 PROJECT TRACKING RBA # 2201 P.I.C: John Rowell PM / PA: Lord Nelson Pmjad Name EC CARES Springfield Pm1xa AMnass 1234 Street St. Springfield, OR ELECTRICAL GENERAL NOTES & SYMBOLS E001 FIRE DETECTION AND ALARM SYMBOLS QF MANUAL FIRE ALARM PULL STATION ® SMOKE DETECTOR i v DUCT SMOKE DETECTOR OL HEAT DETECTOR COMBINATION HORN WITH STROBE - WALL MOUNTED c COMBINATION HORN WITH STROBE -CEILING MOUNTED y STROBE - WALL MOUNTED M STROBE -CEILING MOUNTED IHI HORN - WALL MOUNTED HORN - CEILING MOUNTED OADDRESSABLE INPUT MODULE ADDRESSABLE OUTPUT MODULE ®so FAN SHUT DOWN RELAY- ADDRESSABLE OUTPUT MODULE FACP FIRE ALARM CONTROL PANEL+ EMERGENCY COMMUNICATIONS PANEL FAA I FIRE ALARM REMOTE ANNUNCIATOR FIRE DETECTION & ALARM NOTES A. FIRE ALARM SYSTEM (DEFERRED APPROVAL): FIRE ALARM ITEMS AND DEVICES ARE SHOWN IN SUGGESTED LOCATIONS. CONTRACTOR SHALL EXTEND EXISTING FIRE ALARM SYSTEM TO SERVE NEW DEVICES AS REQUIRED BY APPLICABLE CODES AS SUITABLE FOR THE BUILDING OCCUPANCY AND IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND EQUIPMENT LISTINGS. SUBMIT FIRE ALARM DRAWINGS, DIAGRAMS, PROGRAMMING, AND CALCULATIONS FOR APPROVAL. COORDINATE DEVICE LOCATIONS WITH OTHER SYSTEMS. R EXISTING FIRE DETECTION AND ALARM SYSTEM MUST REMAIN OPERATIONAL WITH NO DOWNTIME TO THE SYSTEM. C. INTERFACE NEW DEVICES WITH NEW MECHANICAL. EQUIPMENT FOR FAN SHUT DOWN, SMOKE DAMPER AND COMBINATION FIRE/SMOKE DAMPER PURPOSES, WHERE REQUIRED BY CODE. D. EXTEND THE EXISTING NOTIFIER FIRST COMMAND NFS-320 FIRE DETECTION AND ALARM SYSTEM TO LOCATIONS ILLUSTRATED ON THE DRAWINGS. E. FIRE ALARM ITEMS AND DEVICES ARE SHOWN IN SUGGESTED LOCATIONS. FINAL LAYOUTS, LOCATIONS, AND QUANTITIES SHALL BE IN ACCORDANCE WITH APPLICABLE CODES, MANUFACTURER'S RECOMMENDATIONS, AND EQUIPMENT LISTINGS. COORDINATE LOCATIONS WITH LIGHTING AND AIR HANDLING SYSTEMS. R ALL FIRE ALARM CIRCUITRY IN EXPOSED CEILING SPACES SHALL BE IN 3W CONDUIT PER SPECIFICATIONS. EXPOSED CABLING SHALL NOT BE ACCEPTED. G. ALL CONCEALED, ACCESSIBLE CEILING TILE LOCATIONS SHALL BE ALLOWED TO HAVE OPEN AIR CABLING INSTALLED. PROVIDE J -HOOKS, BRIDLE RINGS AND ASSOCIATED CABLE SUPPORTS TO KEEP INFRASTRUCTURE MANAGED AND OFF OF THE CEILING TILE. H. ELECTRICAL CONTRACTOR SHALL PROVIDE FI2ESTOPPING AT ALL RATED PENETRATIONS PER THE SPECIFICATIONS. PENETRATIONS AT EXTERIOR WALLS SHALL BE MADE WATERTIGHT. a 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 roweilbrokaw.com Architecture. Design. Strategy. K296 E 5th Ave Suite 501 Eugene OR 97401 ENGINEERING 503-212-0612 STAMP REVISIONS TO THIS SHEET REV- DATE SET ISSUE DATE LAND USE 2023-02-10 PROJECT TRACKING RBA #: 2201 P.I.C: John Rowell PM / PA: Lord Nelson Project Name EC CARES Springfield Project Address 1234 Street St. Springfield, OR ELECTRICAL GENERAL NOTES & SYMBOLS 1 1 i IB %1 NEW ELECTRICAL SNE PUN ELECTRICAL GENERAL NOTES A. ELECTRICAL SITE UTILITIES AND INFRASTRUCTURE SHOWN ARE D. ROUTE UTILITIES IN SHARED TRENCH WHERE FEASIBLE. MAINTAIN SCHEMATIC. UTILITY INFRASTRUCTURE AND MATERIALS INCLUDING MINIMUM 12' SEPARATION BETWEEN ELECTRIC SERVICE CONDUITS CONDUITS, PADS, CONNECTIONS, METERING EQUIPMENT, PULL AND OTHER UTILITIES. REFER TO CML ENGINEERED DOCUMENTS BOXES, AND OTHER REQUIRED SERVICE PROVISIONS SHALL BE FOR ADDITIONAL REQUIREMENTS. INSTALLED BY THE CONTRACTOR PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT THE UTILITY E. CONTRACTOR SHALL PROVIDE DESIGN/BUILD PACKAGE TO BORE COMPANY REPRESENTATIVE TO OBTAIN UTILITY DESIGN DRAWINGS ELECTRICAL SERVICE 13ETWEEN EXISTING UTILITY POLE AND AND TO SCHEDULE MILESTONE INSPECTIONS TRANSFORMER PAD/VAULT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN, PRODUCTS, AND CONSTRUCTION TO INSTALLED CONTACT: BORED UTILITY, INCLUDING CASINGS, AS REQUIRED, AND SPRINGFILED UTILITY BOARD (SUB) CONNECTIONS TO EXISTING AND NEW SYSTEMS BEYOND THE DAVE KANDLE BORING LIMITS AS INDICATED ON THE DRAWINGS. CONTRACTOR (541) 736-3296 SHALL SUBMIT DESIGNBUILD PACKAGE FOR REVIEW BY DESIGN DAVEKA@SUBUTIL.COM TEAM AND AS A DEFERRED SUBMITTAL FOR PERMITTING. WHERE EXCAVATIONS ARE REQUIRED, CONTRACTOR SHALL RESTORE, B. CONDUIT ROUTES AND LOCATIONS ON ELECTRICAL SITE PLAN ARE REPAIR, AND RETURN EXCAVATED AREAS AND FINISHED SURFACES SCHEMATIC. REFER TO CML AND LANDSCAPE DOCUMENTS FOR TO MATCH EXISTING CONDITION. WHERE EXISTING SIDEWALKS ARE COORDINATION OF SITE UTILITIES AND DIMENSIONAL LOCATIONS. REMOVED, SAWCUT AND REPLACE FULL PANELS TO MATCH EXISTING MAINTAIN PROPER SEPARATION OF DRY AND WET UTILITIES PER CONDITION. CML REQUIREMENTS. CALL UNDERGROUND LOCATING SERVICES 48 HOURS IN ADVANCE AND PRIOR TO WORK. FIELD LOCATE, TRACE F. FOR BURIED SERVICES, PROVIDE WARNING TAPE 12" FROM BELOW AND MARK EXISTING UNDERGROUND UTILITIES AND PROTECT IN FINISHED GRADE, RUNNING THE ENTIRE LENGTH OF THE SERVICE PLACE EXISTING UTILITIES TO REMAIN. COORDINATE WITH CIVIL AND CONDUIT. LANDSCAPE SITE PLANS FOR ROUTING AND LOCATIONS OF EQUIPMENT, VAULTS, PAVEMENT, PATHWAYS AND OTHER SITE G. PROVIDE A COMPLETE FIBER OPTIC INFRASTRUCTURE SOLUTION ELEMENTS AND UTILITIES. THAT EXTENDS THE SCHOOLS WIDE AREA NETWORK TO THE NEW EC CARES CLASSROOM BUILDING. PROVIDE 25FT CABLING LOOP ON C. REFER TO ONE -LINE DIAGRAM ON E200 FOR CONDUIT SIZES AND EACH END. REFER TO TELECOMMUNICATIONS RISER DIAGRAM FOR ADDITIONAL REQUIREMENTS RELATED TO ELECTRICAL UTILITY ADDITIONAL REQUIREMENTS. PROVISIONS. KEYNOTES (D ROWELL B RO KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. KCL 296 E. 5th Ave, Suite 501 Eugene OR 97401 ENGINEERING 503-212.4612 STAMP REVISIONS TO THIS SHEET REV.ZC DATE SET ISSUE DATE LAND USE 2023-02-10 PROJECT TRACKING RBA #: 2201 P.I.C: John Rowell PM / PA: Lonri Nelson Pmp d Nerve EC CARES Springfield Project Address 1234 Street St. Springfield, OR ELECTRICAL SITE PLAN El 00 I' ELECTRICAL GENERAL NOTES ROWEL L A. ROUGH -IN BOXES AND CONDUIT PATHWAYS FOR DEVICES SHOWN ARE FURNISHED AND INSTALLED BY MODULAR BUILDING CONTRACTOR. B R O KAW B. PROVIDE J -HOOKS AS NEEDED FOR CABLING DISTRIBUTION ABOVE ACCESSIBLE CEILINGS. O L 2 -. -._. FRCP S 2 118"=1.-0. a In" IDSA UrLLnv CT CAN UnLnY METER KEYNOTES 1 PANELBOARD AND BRANCH CIRCUITING FURNISHED AND INSTALLED BY MODULAR BUILDING CONTRACTOR. REFER TO ONE -UNE DIAGRAM ON E200 FOR ADDF11ONAL REQUIREMENTS. 2 FACP WITH MONITOR MODULE, NOTIFIER FIREWARDEN 50 OR APPROVED EQUIVALENT. CELLULAR DIALER FOR BOTH PRIMARY AND SECONDARY DIAL OUT, TELGUARD TD-71FE OR APPROVED EQUIVALENT. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3 PROVIDE SURGE PROTECTOR FOR EACH SIGNAL UNE IN, DITEK DTK OR APPROVED EQUIVALENT. 4 THIS MODULE SUPERVISES THE NEW FIRE ALARM CONTROL PANEL. 5 THIS MODULE PROVIDES A CONTACT CLOSURE TO THE NEW CONTROL PANEL. IN THE EVENT OF A GENERAL ELEMENTARY SCHOOL ALARM CONDITION, A SUPERVISORY ALARM WILL BE GENERATED AT THE NEW MODULAR BUILDING FIRE ALARM CONTROL PANEL. 6 ELECTRIC UTILITY SERVICE ENTRANCE EQUIPMENT. COORDINATE FINAL MOUNTING LOCATIONS WITH UTILITY AND ARCHITECT PRIOR TO ROUGH -IN. REFER TO ONE -LINE DIAGRAM FOR ADDITIONAL REQUIREMENTS. 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. KCL 296 E. 5th Ave, Suite 501 Eugene OR 97401 ENGINEERING 503-21241612 STAMP REVISIONS TO THIS SHEET REV. # DATE SETISSUE DATE LAND USE 2023-02-10 PROJECT TRACKING RBA #: 2201 P.I.C: John Rowell PM / PA: Lorri Nelson Pmjed Name EC CARES Springfield Pmjed AW ss 1234 Street St. Springfield, OR TELECOM FLOOR PLAN E101 .42— _ 2Illi', vR?.GEF -t x.CEi - RE 0 PANEL B w _ WAP WAP OPANELA fi AF RJR I 42 iGYM1 .� P- ..AIM E `, 2 r 0- 6 �. u moi.— �T./FAA O =TF 2Ili- -. -._. FRCP S 2 118"=1.-0. a In" IDSA UrLLnv CT CAN UnLnY METER KEYNOTES 1 PANELBOARD AND BRANCH CIRCUITING FURNISHED AND INSTALLED BY MODULAR BUILDING CONTRACTOR. REFER TO ONE -UNE DIAGRAM ON E200 FOR ADDF11ONAL REQUIREMENTS. 2 FACP WITH MONITOR MODULE, NOTIFIER FIREWARDEN 50 OR APPROVED EQUIVALENT. CELLULAR DIALER FOR BOTH PRIMARY AND SECONDARY DIAL OUT, TELGUARD TD-71FE OR APPROVED EQUIVALENT. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3 PROVIDE SURGE PROTECTOR FOR EACH SIGNAL UNE IN, DITEK DTK OR APPROVED EQUIVALENT. 4 THIS MODULE SUPERVISES THE NEW FIRE ALARM CONTROL PANEL. 5 THIS MODULE PROVIDES A CONTACT CLOSURE TO THE NEW CONTROL PANEL. IN THE EVENT OF A GENERAL ELEMENTARY SCHOOL ALARM CONDITION, A SUPERVISORY ALARM WILL BE GENERATED AT THE NEW MODULAR BUILDING FIRE ALARM CONTROL PANEL. 6 ELECTRIC UTILITY SERVICE ENTRANCE EQUIPMENT. COORDINATE FINAL MOUNTING LOCATIONS WITH UTILITY AND ARCHITECT PRIOR TO ROUGH -IN. REFER TO ONE -LINE DIAGRAM FOR ADDITIONAL REQUIREMENTS. 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. KCL 296 E. 5th Ave, Suite 501 Eugene OR 97401 ENGINEERING 503-21241612 STAMP REVISIONS TO THIS SHEET REV. # DATE SETISSUE DATE LAND USE 2023-02-10 PROJECT TRACKING RBA #: 2201 P.I.C: John Rowell PM / PA: Lorri Nelson Pmjed Name EC CARES Springfield Pmjed AW ss 1234 Street St. Springfield, OR TELECOM FLOOR PLAN E101 (E) UTILITY POLE GRADE NOT TO SCALE RISER DIAGRAM GENERAL NOTES A. DIAGRAM INDICATES GENERAL LAYOUT OF ELECTRICAL DISTRIBUTION SYSTEM. REFER TO FLOOR PLANS FOR EQUIPMENT LOCATIONS. B. REFER TO SITE PLAN FOR ADDITIONAL REQUIREMENTS AND UTILITY CONTACT INFORMATION. C. ALL WIRING SHALL BE IN RACEWAYAS NOTED. REFER TO SPECIFICATIONS FOR CONDUIT APPLICATION REQUIREMENTS. D. INSTALL UTILITY TRANSFORMER PAD, VAULT, CT CAN, METERING EQUIPMENT, AND SERVICE ENTRANCE CONDUIT IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. E. ELECTRICAL EQUIPMENT, FEEDERS, AND BRANCH CIRCUITING SERVING THE MODULAR BUILDING ARE FURNISHED AND INSTALLED BY THE MODULAR BUILDING CONTRACTOR, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL CONTACT THE MODULAR BUILDING REPRESENTATIVE TO OBTAIN BUILDING DESIGN DRAWINGS AND TO COORDINATE INSTALLATION OF WORK INCLUDED IN THIS CONTRACT. CONTACT: MODULAR BUILDING SYSTEMS (MBS) DOUG SMITH (503) 5095408 DSMn'H@MODERNBUILDINGSYSTEMS.COM UTILITY TRANSFORMER#4P19W 50KVA-24=120YV-1 PHASE FAULT CURRENT 9470 AMPS I L----------------------- ----- RISER DIAGRAM KEYED NOTES: 1. 6 -JAW CT METER BASE WITH PROVISIONS FOR MOUNTING A TEST SWITCH BLOCK WITH METER CLIP CONFIGURATION AS DIRECTED BY UTILrIY. 2. PROVIDE GROUNDING PROVISIONS AT PAD -VAULT PER UTILITY REQUIREMENTS. 3. VAULT AND LID PROVIDED BY UTILITY, DELIVERED AND INSTALLED BY CONTRACTOR. 4. BORE CONDUIT UNDER BUS LOOP DRIVEWAY. COORDINATE TERMINATION LOCATION WITH UTILITY. REFER TO SITE PLAN FOR ADDITIONAL INFORMATION. S. FURNISHED AND INSTALLED BY MODULAR BUILDING CONTRACTOR. COORDINATE WORK WITH MODULAR BUILDING SYSTEMS. 6. SINGLE-PHASE CT CABINET (CTS BY UTILITY). COPPER FEEDER SCHEDULE TAG PHASEINEIITRAL GROUND CONDUIT 4003P BY UTTLrTY - (1)2' 40035 BY UTILITY - (2)3' rc W 0 g 2 W k' RIM I --------------1 19.m 239A 0 ROWELL B RO KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. KCL 296 E. 5th Ave Suite 501 Eugene OR 97401 ENGINEERING 503-2124612 STAMP REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE LAND USE 2023-02-10 PROJECT TRACKING RBA #: 2201 P.I.C: John Rowell PM I PA: Lorri Nelson ProjW Name EC CARES Springfield Project Address 1234 Street St. Springfield, OR ELECTRICAL ONE -LINE DIAGRAM E200 3atL. 0 i I --------------1 19.m 239A 0 ROWELL B RO KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. KCL 296 E. 5th Ave Suite 501 Eugene OR 97401 ENGINEERING 503-2124612 STAMP REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE LAND USE 2023-02-10 PROJECT TRACKING RBA #: 2201 P.I.C: John Rowell PM I PA: Lorri Nelson ProjW Name EC CARES Springfield Project Address 1234 Street St. Springfield, OR ELECTRICAL ONE -LINE DIAGRAM E200 I In TELECOMMUNICATIONS RISER GENERAL NOTES A. REFER TO FLOOR PLANS AND SPECIFICATIONS FOR CABLING AND SYSTEM DESCRIPTIONS, AND ADDITIONAL REQUIREMENTS. B. PROVIDE OPTICAL TIME DOMAIN (OTDR) TESTING ON EACH STRAND OF NEW FIBER OPTIC INFRASTRUCTURE TO CONFIRM INTEGRITY. C. INTERIOR - - - - - - -- OF ROOM 110A - - - - - MODEL CUBE rr 11840-)(24 MOUNT INTERIOR I I oFF�E e WIDTH 24.00" - i I OWNER'S FIBER FIBER NETWORK TERMINATION COLOR. EQUIPMENT OQ HORIZONTAL MANAGEMENTAS INDICATED. - (EXISTING) - ,, IDF ROOM- VENETA ELEMENTARY SCHOOL 1 TELECOMM1rLCATpNS RISER OMIGRAM NOT TO SCALE TELECOMMUNICATIONS MAIN GROUND BAR (IMGB) BONDING CONDUCTOR FOR TELECOMMUNICATIONS (BCT) _ TO ELECTRICAL SYSTEM GROUND BAR AT BUILDING DISCONNECT L- -.- TO EXPOSED STRUCTURAL STEEL .-- -�-- TO ALL EXPOSED CONDUIT SLEEVES .. -.-- TO AC ELECTRICAL PANEL BOARDS [_ TELECOMMUNICATIONS BONDING CONDUCTOR 00 p 00 i0 0 00 0 p 0 n p 0 00 p G 01 -014 i GROUNDING AND BONDING RISER DIAGRAM GENERAL NOTES: A. THIS DETAIL IS INTENDED TO SHOW CONNECTIVITY REQUIREMENTS FOR THE COMMUNICATIONS GROUNDING AND BONDING SYSTEM. SIZE ALL CONDUCTORS IN COORDINATION WITH THE NEC AS WELL AS THE TIA-607-C RECOMMENDATIONS. SEE SPECIFICATION SECTION 27 0526 FOR ADDITIONAL INFORMATION REGARDING CONDUCTORS, SIZES AND CONNECTIVITY REQUIREMENTS. B. SIZE EACH TELECOMMUNICATIONS GROUND BAR APPROPRIATELY TO HOST ALL REQUIRED CONNECTIONS. C. ALL CONNECTIONS TO AND WITHIN THE AC GROUNDING ELECTRODE SYSTEM SHALL BE MADE UTILIZING EXOTHERMIC WELDING. ALL OTHER CONNECTIONS SHALL BE DONE UTILIZING IRREVERSIBLE COMPRESSION - TYPE CONNECTIONS. 2 TELE(.OMMUNICATK)rA GROUNDING NOT TO SCALE OSPUNDERGROUND CONDUIT TELECOMMUNICATIONS RISER KEYED NOTES: 1. (1)12STRAND INDOORIOUrDOOR RATED SINGLE -MODE 082 FIBER OPTIC CABLE FURNISHED BY CONTRACTOR. FIBER SHALL BE ROUTED IN INNERDUCT THROUGH CONDUIT FROM EXISTING IOF TO NEW IDF. REFER TO TECHNOLOGY SITE PLAN AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. FIBER TERMINATION EQUIPMENT FURNISHED BY CONTRACTOR. PROVIDE (1) LC - SME CASSETTE AND ADAPTER PANEL. PROVIDE (1)1U RACK MOUNT ENCLOSURE TO HOST FIBER CASSETTE, PANDUIT FRMEIU, OR APPROVED EQUAL 3. COORDINATE THE INSTALLATION OF NEW FIBER CABLING AND TERMINATION EQUIPMENT IN EXISTING OF RACK WITH IT DEPARTMENT. MECHANICAL TERMINATION OF FIBER STRANDS WILL NOT BE ACCEPTED. F- - - - - - - - - - - - - - -- - - - - - - - - MODEL CUBE rr 11840-)(24 MOUNT INTERIOR I I oFF�E e WIDTH 24.00" - i I -24 01)" VERTICAL RAIL HOLES FIBER POWER --'•iiiE:�S COLOR. BLACK MGMT. HORIZONTAL MANAGEMENTAS INDICATED. - TERMINATION r ?x I I 0 I I # CATEGORY6A CATEGORY SA PATCH CABLING I PANELS WAP L CATEGORY 6A CABLING NOT TO SCALE MODULAR BUILDING NEW RACK SCHEDULE (DENT. IDF.EC-CARES MANUR CHATSWORTH PRODUCTS INC. MODEL CUBE rr 11840-)(24 MOUNT i _ HEIGHT 1 WIDTH 24.00" - DEPTH NOT TO SCALE MODULAR BUILDING NEW RACK SCHEDULE (DENT. IDF.EC-CARES MANUR CHATSWORTH PRODUCTS INC. MODEL CUBE rr 11840-)(24 MOUNT _ WALL MOUNTED _ HEIGHT _- 24.00" WIDTH 24.00" - DEPTH -24 01)" VERTICAL RAIL HOLES #12-24 SCREW HOLES__ POWER UPSASINDICATED COLOR. BLACK MGMT. HORIZONTAL MANAGEMENTAS INDICATED. - RACK DIAGRAM GENERAL NOTES: A. COORDINATE FINAL EQUIPMENT LAYOUT WITH OWNER PRIOR TO ORDERING & INSTALLATION. B. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. C. ' INDICATES OWNER PROVIDED EQUIPMENT. ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowellbrokaw.com Architecture. Design. Strategy. KCL 296 E. 5th Ave, Suite 501 Eugene OR 97401 ENGINEERING 003.212.4612 STAMP REVISIONS TO THIS SHEET REV- DATE LAND USE 2023-02-10 PROJECT TRACKING _ RBA #: 2201 P.I.C: John Rowell PM J PA: Lord Nelson PNje4 Nasse EC CARES Springfield Project Address 1234 Street St. Springfield, OR TELECOMMUNICATIONS DETAILS E201 a COLD WATER PIPE ENTRY INCOMING FEEDER. -- REFER TO BUILDING FEEDER INFORMATION ON ONE -LINE DIAGRAM. JUMPER ** WATER METER WATER PIPE GROUND CLAMP BOND ACROSS SEPARATION IN BUILDING STRUCTURES. INCLUDE FIRE WALLS, EXPANSION JOINTS, ETC. BUILDING STRUCTURALSTEEL BUILDING MAIN DISCONNECT WATER PIPE -- GROUND CLAMP * #2 CU BARE WIRE * EXOTHERMIC WELD TO BUDDING STRUCTURAL STEEL * SIZE GROUNDING ELECTRODE CONDUCTOR AND BONDING PER NEC 250.66 AND TABLE BELOW. ALL CONDUCTORS TO BE COPPER. TABLE BASED ON NEC 2017 TABLE 250.66 GROUNDING ELECTRODE CONDUCTOR FOR ALTERNATING -CURRENT SYSTEMS SIZE OF LARGEST UNGRUDGING CONDUCTOR OR EQUIVALENT AREA FOR PARALLEL CONDUCTORS (AWGIKCMIL) SIZE OF GROUNDING ELECTRODE CONDUCTOR (AWG/KCMIL) COPPER ALUMINUM OR COPPER -CLAD AL COPPER #2 OR SMALLER #1/0 OR SMALLER #210 OR #310 #6 #1 OR #110 #6 #210 OR #3/0 #410 OR 250 #4 OVER #310 THROUGH 350 OVER 250 THROUGH 500 #2 OVER 350 THROUGH 600 OVER 500 THROUGH 900 #1/0 OVER 600 THROUGH 1100 OVER 900 THROUGH 1750 #?JD OVER 1100 OVER 1750 #3/0 ** SIZE BONDING JUMPER PER NEC 250.102. USE TABLE ABOVE FOR ALL CONDUCTORS BETWEEN #2 AND 1100. ALL INCOMING CONDUCTORS OVER 1100 CU OR 1750 AL SHALL BE SIZED PER THE TABLE 250.102(C). SERVICE EQUIPMENT SHALL BE SUPPLIED WITH BONDING JUMPER FROM THE MANUFACTURER. %1 GROUNDING ELECTRODE SYSTEM L.J MOTTO SCALE IN REFER TO TELECOMMUNICATIONS DETAILS FOR ADDITIONAL GROUNDING REQUIREMENTS mro CU - — OND TELECOMMUNICATIONS GROUND BAR ra Cu EXOTHERMIC WELD TO CONNECT STEEL NONMETALLIC / ROD TO COPPER PROTECTIVE SLEEVE CONDUCTOR - CONCRETE FOUNDATION CONCRETE ENCASED ELECTRODE -- GROUNDING ELECTRODE #4 AWG BARE COPPER 20'-0" MIN OR 1/2" STEEL REINFORCING ROD 5/I" X 10'-0" GROUND RODS EQUALLY SPACED, EXOTHERMIC WELD LAY CABLE IN CIRCLE TO#2BARE TOCOPPER BUND PATTERN BETWEEN GROUND ROD GROUND RODS (TYP.) CONDUCTOR (TYP.) MULTI -GROUND #2 BARE COPPER ROD ASSEMBLY CONDUCTOR 36" BELOW GRADE.20' IN LENGTH MIN. �y31 (TYP.) I 4 y oy Q NOTES A. ALL AVAILABLE GROUNDING ELECTRODES WHICH ARE PRESENT AT THE BUILDING OR STRUCTURE SHALL BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM (GES). ADDITIONAL CODE -REQUIRED GROUNDING CONNECTIONS NOT SHOWN SHALL BE PROVIDED. CONNECTIONS WHICH ARE ENCASED, UNDERGROUND, OR INACCESSIBLE SHALL BE EXOTHERMIC WELD. B. ALL BONDING JUMPERS CONNECTING GROUNDING ELECTRODES TO THE GES SHALL BE SIZED EQUAL TO THE GROUNDING ELECTRODE CONDUCTOR (GEC) IN ACCORDANCE WITH NEC 250.53(C). OTHER BONDING JUMPERS SHALL BE SSD AS OTHERWISE DESCRIBED IN NEC ARTICLE 250. CONDUCTORS SHALL BE BARE COPPER UNLESS OTHERWISE NOTED. C. REFER TO SPECIFICATIONS FOR ADDITIONAL PRODUCT AND MATERIAL REQUIREMENTS. GROUNDING AND BONDING METHODS AND MATERIALS SHALL COMPLY WITH NEC ARTICLE 250. D. REFER TO TECHNOLOGY DETAILS FOR ADDITIONAL REQUIREMENTS RELATED TO TELECOM GROUNDING. ROWELL B RO KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowellbrokaw.com Architecture. Design. Strategy. KCL 296 E. 5th Ave, Suite 501 Eugene OR 97401 ENGINEERING 503-212-4612 STAMP REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE LAND USE 2023-02-10 PROJECT TRACKING RBA #: 2201 P.I.C: John Rowell PM / PA: Lord Nelson Project Name EC CARES Springfield Project Address 1234 Street St. Springfield, OR ELECTRICAL GROUNDING RISER E202