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Plans Applicant 10/23/2023
ROWELL B R O KAW 16TH STREET — SPRINGFIELD OR 1203 Willamette street Suite 210 Eugene, Oregon 97401 ISSUED FOR SITE REVIEW: 2023-10-20 541485 roellbrokaw.com Architecture. Design. Strategy. STAMP po OWNER GENERAL CONTRACTOR ARCHITECT STRUCTURAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT MECHANICAL ENGINEER PLUMBING ENGINEER ELECTRICAL ENGINEER FIRE SPRINKLER DESIGN/BUILD p�Y9RCd�T� CORNERSTONE COMMUNITY HOUSING TBD ROWELL BROKAWARCHITECTS HOLMES STRUCTURES KPFF DOUGHERTY LANDSCAPE ARCHITECTS TBD TBD TBD TBD � l Imo' 1175 CHARNELTON ST 12M WILLAMETTE STREET, SUITE 210 1615 SE 3RD AVEN UE, STH FLOOR 800 W1LIMill STREET, SUITE 400 474 WILLAMETTE ST#305 '�' PETERKING EUGENE, OREGON 97401 EUGENE OR, 97401 PORTIANG OREGON 97214 EUGENE, OR 97401 EUGENE, OR 97401 PH: 541-085-1003 TEL 503-673-9323 TEL 5,11-6&1-49112 PH: 541-683-5803 /j� CONTACTS: CONTACT: CLIFF HORTON, PE CONTACT: MATT KEENAN, PE CONTACT: EUGEN PETER KING,AIA - PRINCIPAL EMAIL: Cliff Horton®holmes.us EMAIL: MATT.KEENAN@KPFF.COM LUZANNE SMITH J' 5943 PETER@ROWELLBROKAW.COM LUZANNES@DIADESIGN.COM OF %N0 rvne.uaey $ F :� 95t F SSY PROJECT LOCATION: II 167516TH STREET li SPRINGFIELD OR q c, JL_ is LEGEND - VICINITY MAP ® b'a l lr M1III'. Pal swnu�laa0 e J = Mamola RE e DRAWING INDEX Sheet Number I Sheet Nene GENERAL G4101 ICOVER Gi CODEVIDEXITING CIVIL C1.0 C1, aISTINGCONDITIONS A-111 UTILITY PIAN C4.0 I GRADING PIAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS LANDSCAPE IA-1IANDSCAPEPIAN IA -2 PIANTINGSCHEDULES ARfHITFCTIRNI A-100 ARCHITECTURAL SITE PIAN A-111 1ST FLOOR PIAN A-112 2ND FLOOR PIAN A-113 ROOF PIAN A-201 BUILDING ELEVATIONS A-202 BUILDING ELEVATIONS A-211 BUILDINGSECTIONS A4501 WINDOWAND DOOR SCHEDULES ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING RBA #: 2204 P.I.C: PK PM/PA: BM Owner J% CORNERSTONE M� COMMUNITY HOUSING Prciect Name 16TH ST SPRINGFIELD Project Address 1875 16TH ST. SPRINGFIELD OR COVER G-001 WE CODE SUMMARY - MAIN BUILDING CHAPTER 1. ADMINISTRATION PROJECT ADDRESS: 187516TH ST, SPRINGFIELD, OREGON CODE JURISDICTION: CITY OF SPRINGFIELD APPLICABLE CODES: 20M OREGON STRUCTURAL SPECIALITY CODE 20M OREGON FIRE CODE 200 OREGON MECHANICAL SPECIALTY CODE M21 OREGON ELECTRI CAL SPECIALTY CODE M21 OREGON PLUMBING SPECIALTY CODE M21 OREGON ENERGY EFFICIENCY SPECIALITY CODE M17 IM Al 17.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES NFPA 101 (NOTE: LOCAL CODE WILL TAKE PRECEDENCE. DEVIATIONS FROM NFPA NOTED IN INDIVIDUAL SECTIONS.) APPLICABLE ZONING: R-2 MEDIUM DENSITY RESIDENTIAL, DRINKING WATER PROTECTION OVERLAY DISTRICT AND 1 -YEAR TIME OF TRAVEL ZONE (TOR). CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION OCCUPANCY: R-2 OCCUPANCY CONTAINING MORE THAN TWO DWELLING UNITS MERE OCCUPANTS ARE PRIMARILY PERMANENT IN NATURE. (FLOORS 1-2APARTMENTS) ACCESSORYOCCUPANCIES: 303 ASSEMBLY GROUP A -CLASSIFY SPACE AS GROUP R-2. 303.1.2 ASSEMBLY SPACES WITH AN OCCUPANT LOAD LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS GROUP B OR AS PART OF THATOCCUPANCY. 304 BUSINESS GROUP B 304.1 THE USE OF A BUILDING OR PORTION THEREOF FOR OFFICE, PROFFESSIONAL, OR SERVICE -TYPE TRANSACTIONS. INCLUDING STORAGE OF RECORDS OR ACCOUNTS. 311 STORAGE GROUP S -CLASSIFY AS GROUP R-2 311.1.1 ACCESSORY STORAGE SPACES -A ROOM OR SPACE USED FOR STORAGE THAT IS ACCESSORY TO ANOTHER OCCUPANCY MAY BE CLASSIFIED AS PART OF THAT OCCUPANCY. CHAPTER 4: SPECIAL DETAILED REQUIREMENTS / USE AND OCCUPANCY SECTIONS 420.2 SEPARATION WALLS: WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, AND WALLS SEPARATING DWELLING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING, SHALL BE CONSTRUCTED AS FIRE PARTITIONS (708.) SECTIONS 420.3 HORIZONTAL SEPARATION: FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDING, AND FLOOR ASSEMBLIES SEPARATING DWELLING FROM OTHER OCCUPANCIES CONTIOJOW TO THEM IN THE SAME BUILDING, SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES (711.) SECTION 420.4 SPRINKLERS REWIRED IN GROUP R-2. QUICK RESPONSE HEADS REQUIRED IN DWELLING UNITS PER 903.3.2 MI 001-1 IEYLFL118;] Lcyy;UPlINi9q;RL/TUNE CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS PROPOSED: TYPE VA, 2 STORIES, 24'-8'HEIGHT, SECTION 504.3 HEIGHT IN FEET OCCUPANCY R: S13R- 00'(MEETS) SECTION 504.4 ALLOWABLE NUMBER OF STORIES R2, 4 STORIES. (MEETS) SECTION 506 BUILDING AREA R2, S1 3R: 12,000 SF (TABLE 500.2) FRONTAGE INCREASE: GREATER THAN 30' FSD ON (3) SIDES (77.9%) OF THE BUILDING USE 0.75 FRONTAGE INCREASE FACTOR TYPE VA WITH NFPA 13R ALLOWABLE AREA PER FLOOR WITH NFPA 13R 12,000 ♦ (12,000 X 0.75)= 21,000 SF PROPOSED: FL 1:18,992 SF, FL 2:17,168. (MEETS) ALLOWABLE AREA FULL BUILDING WITH NFPA 13R 112,800 ♦ (12,800 X 0.75)] X 2= 42,000 SF PROPOSED: 38,100 SF. (MEETS) SECTION 588.3 NONSEPARATED OCCUPANCIES 568.3.1 NONSEPARATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED (SEE CHAPTER 3 ABOVE). CODE REQUIREMENTS SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE. 568.3.2 ALLOWABLE BUILDING AREA, HEIGHT, AND NUMBER OF STORIES OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUP UNDER CONSIDERATION, PER SECTION 503.1 OF THE OCCUPANCIES PRESENT WITHIN THE BUILDING (R-2 AND B), R-2 IS THE MOST RESTRICTIVE PER SECTIONS 504 AND 500. R-2 IS THE MAIN OCCUPANCY. NO SEPARATION IS REWIRED TO THE MAIN OCCUPANCY BUT, EXCEPTION N2 REQUIRES AT R-2 DWELLING UNITS TO BE SEPARATED FROM ONE ANOTHER AND FROM ACCESSORY OCCUPANCIES CONTIGUOUS TO THEM PER SECTION AM. SECTION 509 INCIDENTAL USES INCIDENTAL USES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE BUILDING AREA OF THE STORY IN WHICH THEY ARE LOCATED. TABLE W9.1 ELECTRICAL INSTALLATIONS ARE INCIDENTAL SPACES MOSS PROTECTION AND SEPARATION REQUIREMENTS ARE DICTATED BY SECTIONS 110.26-110.34 AND SECTIONS 450.8 THROUGH 450.48 OF THE ELECTRICAL CODE. 10211.2 CORRIDOR REQUIREMENTS ALSO APPLY. 5 A.2.SMOKE SEPARATION CONSTRUCTION INCLUDES CULL -HEIGHT WALLS WITH FIRE DAMPERS ATAIR-TRANSFER OPENINGS. DOORS TO BE SMOKE -ACTIVATED SELF CLOSING W IN VENTILATION LIMITED BY NFPA 80 AND 716.2.6.6. CHAPTER 6: TYPES OF CONSTRUCTION TABLE001: FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS TYPE VA: PRIMARY FRAME, INTERIOR AND EXTERIOR BEARING WALLS, FLOORS AND ROOF:1 HR NON-BEARING WALLS: B HR ;N:/G1i1�:iAil:»G1N�by IN73��:Zi]Ix�lIN7�bybyl�L�: TABLE 705.5: FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (FSD) TYPE VA CONSTRUCTION OCCUPANCY GROUP R: TABLE 705.5 FSD EXCEEDS WON NORTH, WEST AND SOUTH: 0 HR FSD IS BETWEEN WAND 36 ON THE EAST: TYPE VA=1 HR. TYPE VBA HR 785.5 FIRE RESISTANCE RATING FOR EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE GREATER THAN 10' NEED TO ONLY BE RATED TO PROTECT FROM EXPOSURE TO FIRE FROM THE INSIDE. ALL EXTERIOR WALL EXCEED 16 FSD. TABLE 705.8 -MAX AREA OF EXTERIOR WALL OPENINGS BASED ON FSD AND DEGREE OF OPENING PROTECTION SPRINKLERED BUILDINGS: EXTERIOR WALLS WMTU A FSD GREATER THAN 20 FEET HAVE NO LIMIT ON AREA OF UNPROTECTED WALL OPENINGS. TRUE ON NORTH, WEST AND SCUTH EAST SIDE HAS 14'6" AND 18'4] FSD 18'-16 FSD, UNPROTECTED, SPRINKLERED: 45% ALLOWABLE OPENING • 15'-28' FED, UNPROTECTED, SPRINKLERED: 75% ALLOWABLE OPENING SECTION 707 FIRE BARRIERS FIRE BARRIERS SHALL HAVE A FIRE -RESISTANCE RATING PER PLAN. 1HR AT ELEVATOR. SECTION 708 FIRE PARTITIONS REQUIRED LOCATIONS INCLUDE: 1. CORRIDOR WALLS IN GROUP R-2 OCCUPANCIES -112-HOUR FIRE -RESISTANCE RATING PER 768.3 EXCEPTION 1 AND TABLE 10201. 2. WALLS SEPARATING SLEEPING UNITS IN GROUP R-2 OCCUPANCIES -14HOUR FIRE - RESISTANCE RATING 3. WALLS SEPARATING DWELLING UNITS IN THE SAME WILDING -14HOJR FIRE -RESISTANCE RATING. 4. EGRESS BALCONIES -SEPARATION ISNOT REWIRED BY SECTION 1021.2 MERE THE EGRESS BALCONY IS SERVED BY NOT LESS THAN TM STAIRWAYS AND A DEAD END TRAVEL CONDITION DOES NOT REQUIRE TRAVEL PAST AN UNPROTECTED OPENING TO REACH A STAIRWAY. 708.4.2 FIREBLOCKS AND DRAFTSTOPS PER EXCEPTION 4, THE ATTIC SPACE SHALL BE SUBDIVIDED BY DRAFTSTOPS INTO AREAS NOT EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY MCI DWELLING UNITS, WHICHEVER IS SMALLER. SECTION 713 SHAFT ENCLOSURES 713.4 FIRE -RESISTANCE RATING: SHAFT ENCLOSURES SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 1 HOUR MERE CONNECTING LESS THAN FOUR STORIES. SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS OR HORIZONTAL ASSEMBLIES AND HAVE CONTINUITY PER SECTION 713.5. SECTION 716 OPENING PROTECTIVES TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS: FIRE WALLS AND BARRIERS: RATED 2 HOURS, 1112 HR DOOR; SHAFT, EXIT ENCLOSURES, EXIT PASSAGEWAYS: 2 HOUR WALL, 1112 HOUR DOOR. OTHER FIRE BARRIERS:1 HOUR WALL, 314 HOUR DOOR. CORRIDOR WALL FIRE PARIPOM3 1 HOUR WALL WITH la HOUR DOOR; 12 HOUR WALL WITH L9 HOUR DOOR OTHER FIRE PARTITIONS:1 HOUR WALL WITH 314 HOUR DOOR; 112HOUR WALL WITH 113 HOUR DOOR. CHAPTER 9: FIRE PROTECTION SYSTEMS - NFPA 13R 903 AUTOMATIC SPRINKLER SYSTEMS 903.2.8: GROUP R: AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA. 903.3.1.2 NFPA 13R SPRINKLER SYSTEMS. A COMPLETE NFPA 13R FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE BUILDING. 903.3.1.2.2 CORRIDORS AND BALCONIES IN THE MEANS OF EGRESS. SPRINKLER PROTECTION IS NOT REQUIRED SINCE THE EGRESS BALCONY COMPLIES WITH SECTIONS 1021.2 AND 1021.3 AS STIPUTATED IN POINT 5. M.3.1.2.3 ATTIC PROTECTION IS NOT REQUIRED SINCE THE ATTICS WILL NOT BE USED FOR LIVING PURPOSES OR STORAGE, WILL NOT HOLD FUEL -FIRED EQUIPEMENT, AND THE ROOF IS LESS THAN 55 FEET ABOVE THE LOWEST LEVEL OF REWIRED FIRE DEPARTMENT VEHICLEACCESS. M 3.2 QUICK RESPONSE OR RESIDENTIAL SPRINKLERS SHALL BE INSTALLED IN MELLING UNITS AND SLEEPING UNITS IN ACCORDANCE WITH 903.3.1 9D5 STANDPIPE SYSTEMS NOT REQUIRED. DOESN'T MEETANY CRITERIA LISTED IN 9053.1 THROUGH 905.3.7 907 FIRE ALARM AND DETECTION SYSTEMS 907.2.9.1 GROUP R-2 MANUAL FIRE ALARM BOXES ARE NOT REQUIRED BY EXCEPTION K. THE BUILDING IS SPRINKLERED AND THE OCCUPANT NOTIFICATION APPLIANCES WILL AUTOMATICALLY ACTIVATE THROUGHOUT THE NOTIFICATION ZONES UPON A SPRINKLER WATER FLOW. 907.2.10.2 SINGLE OR MULTIPLE STATION SMOKE ALARM MUST BE LOCATED OJTSI DE EACH SLEEPING OR BEDROOM AREA, IN EACH SLEEPING ROOM, IN EACH STORY OF A MELLING UNIT. LISTED TYPES OF SMOKE ALARMS CANNOT BE LOCATED WITHIN THE SPECIFIED DISTANCES OF COOKING APPLIANCES (907.2.10.3) OR WITHIN T OF A BATHROOM DOOR (907.2.10.4) INTERCONNECTION OF SMOKE ALARMS IS REQUIRED WITHIN A SLEEPING OR DWELLING UNIT (907.2.10.5) AND THEY MUST RECEIVE THEIR PRIMARY POWER FROM BUILDING WRING WITH EITHER A BATTERY BACKUP OR CONNECTION TO EMERGENCY POWER (907.2.11.6) 915 CARBON MONOXIDE DETECTION 915.2.1 DWELLING UNITS CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN MELLING UNITS IN EACH BEDROOM OR WITHIN 15 FEET OUTSIDE EACH BEDROOM DOOR. THE DETECTOR MUST BE WITHIN THE BEDROOM IF THERE IS A FUEL BURNING APPLIANCE LOCATED WITHIN THAT BEDROOM OR AN ATTACHED BATHROOM. FIRE EXTINGUISHER REQUIREMENTS - CH. 9 OR FIRE CODE 2019 GENERAL: PROVIDE AT LEAST A 2A-10BC FIRE EXTINGUISHER ACCESSIBLE AND MOUNTED NEAR AN EXIT PATH AND WITHIN 75' OF THE MOST REMOTE CORNER OF THE BUILDING. (FOR ADA FE TO BE MOUNTED WITH HANDLE BETWEEN 15" AND 48" ABOVE THE FLOOR). ROOF PROJECTIONS (EX: INCLUDES THE AREA BENEATH ROOF OVERHANGS MERE THERE IS PAVEMENT BUT NOT A PLANTER). 1 ST FLOOR - ALLOWABLE AREA 1132" = 1'-0" CHAPTER 10: MEANS OF EGRESS SECTION 10M GENERAL MEANS OF EGRESS 1003.2 CEILING HEIGHT: THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET 61NCHES ABOVE THE FINISHED FLOOR. SECTION 1004 OCCUPANT LOAD TABLE 1804.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT, BASED ON FUNCTION RESIDENTIAL,2W SFGROSS ACCESSORY STORAGE OR MECHANICAL EQUIPMENT, 300 SF GROSS ASSEMBLY WITHOUT FIXED SEATS -UNCONCENTRATED (TABLES AND CHAIRS)15 SF NET BUSINESS AREAS,150 SF GROSS TOTAL BUILDING OCCUPANCY =485 OCCUPANTS" "A PORTION OF THE FLOOR AREA LISTED ABOVE IS ASSUMED TO EGRESS DIRECTLY TO THE EXTERIOR OF THE BUILDING, BYPASSING THE INTERNAL EGRESS SYSTEM AND FIRST FLOOR EXITS. THE TOTAL NUMBER OF OCCUPANTS EXPECTED TO USE THE EXITDOORS IS 428, WR]CHREQUIRES 7W1O EXITS FROM THE RRST FLOOR. SEE THE EXITING DIAGRAMS FOR EXIT CAPACITIES AND OCCUPANT LOAD BY FLOOR. THE CUMULATIVE OCCUPANT LOAD FROM ADJACENT ROOMS, AREAS OR SPACES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1004.2. 1004.7 OUTDOOR AREAS OUTDOOR COURTS ACCESSIBLE TO AND 1 LE BY ME BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OU EGRESS INCOMPLIANCE AIM THIS CHAPTER. OCCUPANT LOAD OF THE OUTDOOR SPACE WILL BE DETERMINED 8Y ME BUILDING OFRCIAL IN ACCORDANCE WITH THE ANTICIPATED USE. WHERE THE COURT IS USED BY PERSONS IN ADDITION TO BUILDING OCCUPANTS, AAO THE MEANS OFEGRESS PASSES THROUGH THE BUILDING, MEANS OU EGRESS REQUIREMENTS SHALL BE BASED ON ME SUM OF OCCUPANTLOADS FROM THE BUILDING AND OUTDOOR AREAS SECTION 1005 MEANS OF EGRESS SIZING THE MINIMUM WIDTH OF MEANS OF EGRESS IN INCHES SHALL BE THE TOTAL OCCUPANT LOAD SERVED BY THE MEANS OF EGRESS MULTIPLIED BY THE FOLLOWING FACTORS: STAIRS: x0.3" /OCCUPANT (CANNOT BE LESS THAN 44" PER 1011.2) OTHER EGRESS COMPONENTS (DOORS): x0.2"IOCCU PANT 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.21 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE: PND EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE NOTED IN TABLE 1006. 2A DUE TO DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE. TABLE 1006.2.1 SPACES WITH ONE EXIT. SPRINKLERED MAXIMUM ALLOWED OCCUPANT LOAD AND COMMON PATH OF TRAVEL DISTANCE: R-2: 20 OCC & 125 FT CP B: 49 OCC & 100 FT CP 1000.2.1.1 THREE OR MORE EXITS OR EXIT ACCESS DOORWAYS SHALL BE PROVIDED FROM ANY SPACE WITH AN OCCUPANT LOAD OF 501 THROUGH 1.000. THIS BUILDING PROVIDES 3 EXITS FROM THE COURTYARD, EGRESS SYSTEM EVEN THOUGH THE TOTAL OCCUPANCY FALLS BELOW THE THRESHOLD THAT REQUIRES 3 EXITS 10M ACCESSIBLE MEANS OF EGRESS 1009.2.1 ELEVATORS NOT REQUIRED SINCE THE BUILDING IS ONLY TWO STORIES BUT WILL BE PROVIDED AND WILL COMPLY WITH SECTION 1009.4 1009.8 TWO-WAY COMMUNICATION PROVIDE TWO-WAY COMMUNICATION SYSTEM AT THE ELEVATOR LANDING ON EACH ACCESIBLE FLOOR ABOVE OR BELOW THE LEVEL OF DISCHARGE. 1010 DOORS, GATES AND TURNSTILES 1010. 1.1 SIZE OF DOORS. THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48 INCHES NOMINAL. THE MINIMUM CLEAR OPENING HEIGHT OF DOORS SHALL BE NOT LESS THAN 80 INCHES. 1010.4 GATES USED AS A COMPONENT IN A MEANS OF EGRESS SYSTEM SHALL CONFORM TO THE APPLICABLE REQUIREMENTS FOR DOORS. 1011.3 STAIRWAYS SHALL HAVE A HEADROOM CLEARANCE OF NOT LESS THAN 80 INCHES 1011.7.2 OUTDOOR CONDITIONS -OUTDOOR STAIRWAYS AND OUTDOOR APPROACHES TO STAIRWAYS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. 1011.8 VERTICAL RISE - A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12' BETWEEN FLOORS OR LANDINGS. iUifRM1MI34L\AUIrU:Nn1:161=RI1-11 I[a&VJlto] JIbYI1] d[a)W 1[0:;144 1017 EXIT ACCESS TRAVEL DISTANCE TRAVEL DISTANCE WITHIN THE EXIT ACCESS PORTION OF THE MEANS OF EGRESS SYSTEM SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1017.2 FOR A SPRINKLERED BUILDING: R OCC: 250 FEET B OCC: 300 FEET 1020 CORRIDORS 1020.2 CONSTRUCTION: CORRIDORS SHALL BE FIRE -RESISTANCE RATED IN ACCORDANCE WTH TABLE 1020.1. THE CORRIDOR WALLS REQUIRED TO BE FIRE -RESISTANCE RATED SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS: R OCCUPANCIES: 112HOUR EXCEPTION 4: A FIRE RESISTANCE RATING IS NOT REQUIRED FOR CORRIDORS IN OCCUPANCY GROUP B WHERE THE SPACE REQUIRES ONLY A SINGLE MEANS OF EGRESS COMPLYING WITH SECTION 1006.2 10211.5 DEADENDS TO BE MAXIMUM 26, EXCEPT (EXCEPTION 3) MERE THE LENGTH OF THE DEAD END CORRIDOR IS LESS THAN 2.5 TIMES THE LEAST WIDTH OF THE DEAD END CORRIDOR. 1021 EGRESS BALCONIES SHALL CONFORM TO THE SAME MINIMUM WIDTH, CAPACITY, HEADROOM, DEADENDS, AND PROJECTIONS AS CORRIDORS. THEY ARE REQUIRED TO BE AT LEAST W% OPEN ON THEIR LONG SIDE. NO FIRE SEPARATION IS REWIRED SINCE THE EXTERIOR EGRESS BALCONY IS SERVED BY TWO STAIRWAYS AND NO DEAD-END TRAVEL CONDITION EXISTS. iUYb►I D31g3G];i'PL11FY53�51U]'Pdr1G]3X1.))9;U]ISNIgQ9q;BI531iYw 1027.8 EXTERIOR EXIT STAIRWAYS DO NOT NEED TO BE SEPARATED FROM THE INTERIOR OF THE BUILDING AS REQUIRED IN SECTION 1023.2 SINCE THE STAIRWAYS ARE SERVED BY AN EGRESS BALCONY WITH A PERIMETER THAT IS NOT LESS THAN 50%OPEN. 10M EXIT DISCHARGE EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR. WITH THE FOLLOWING EXCEPTION: NOT MORE THAN 50% OF THE REQUIRED CAPACITY OF THE INTERIOR EXIT STAIRWAYS IS PERMITTED TO EGRESS THROUGH AREAS ON THE LEVEL OF DISCHARGE AS LONG AS THERE IS 1. A FREE. UNOBSTRUCTED PATH 3. THE PATH IS SPRINKLERED NFPA 13. (.2 AND 4. DO NOT OCCUR.) WHERE THERE IS AN EXTERIOR WALKWAY). 2ND FLOOR - ALLOWABLE AREA 1137" = V-0" CHAPTER 11: ACCESSIBILITY ACCESSIBILITY SCOPING SAFE HARBOR: INTERNATIONAL BUILDING CODE 2018 (IBC 2018) 1103.1 BUILDING TO BE ACCESSIBLE. 1107.6.2 GROUP R-2 2% OF UNITS REQUIRED TO MEET OESC CHAPTER 11, ANSI Al17.1-2009, TYPE A. OF AVAILABLE 39 DWELLINGS UNITS, THE FOLLOWING TYPE A UNITS HAVE BEEN PROVIDED: • (1)1 -BEDROOM • (1)2 -BEDROOM TYPE B UNITS: ALL REMAINING. 5% OF SELF STORAGE ROOMS TO BE ACCESSIBLE PER OSSC 1168.3. • (29) SELF STORAGE ROOMS PROVIDED; (2 MIN) SHALL BE ACCESSIBLE. • ALL STORAGE CLOSETS PROVIDED ARE CONSIDERED ACCESSIBLE SINCE THEY ARE LESS THAN 4' DEEP AND USE 36" DOORS FOR ACCESS. SEE ACCESSIBILITY SHEETS GZ104, G005, G000, AND G-007 FOR ACCESSIBILITY RULES BEING ADHERED TO. CHAPTER 12: INTERIOR ENVIRONMENT 1209 ACCESS TO UNOCCUPIED SPACES 12119.2 AN OPENING NOT LESS THAN 20 INCHES BY 30 INCHES SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A CLEAR HEIGHT OF OVER 30 INCHES. CLEAR HEADROOM OF NOT LESS THAN 30 INCHES SHALL BE PROVIDED IN THE ATTIC SPACE AT OR ABOVE THE ACCESS OPENING. CHAPTER 13: ENERGY EFFICIENCY PROJECT TO MEET 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE. SEE COMPLETED COMCHECK ENERGY COMPLIANCE FORMS. AIR BARRIER COMPLIANCE PATH: ASHRAE 99. AIR LEAKAGE VERIFICATION OF DESIGN AND INSTALLATION OF CONTINUOUS AIR BARRIER PER EXCEPTION # OF 5.4.3.1.1. A THIRD PARTY WILL PROVIDE PERIODIC FIELD AIR BARRIER INSPECTION AND REPORTING CHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS GENERAL: 3002.4: BUILDINGS 4 OR MORE STORIES ABOVE GRADE PLANE SHALL HAVE 1 ELEVATOR CAR THAT ACCOWDATES A 24"X84" STRETCH ER/GU RNEY WITH NOT LESS THANTRADIUSSEDWRNERS. THISCAR SHALL BE IDENTIFIED WITH AMIN.3" SIZED STAR OF LIFE SYMBOL AT BOTH SIDES OF THE HOISTWAY DOORFRAME. CHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY NONE n 2ND FLOOR - EXITING cZ 1/16"= 1'-0" SYMBOLS AND ELEMENTS Ej DIRECTIONAL EXIT SIGN OMUPANTTOTALATEXIT ® EXITSIGNATDOOR 12 OCCUPANT LOAD OF ROOM •----- PATI OF EGRESS RRE RATED WALLS ALL UNIT DEMIBING WILLS ARE IHR FIRE PARTITIONS UNLESS NOTED OTIERWISE. ALL EXTERIOR AND INTERIOR BEARING WALLS ARE IHR RATED PER CONSTRUCTION TYPE (TYPE VAI FIRE BARRIER: I HR 214.6TRAVEL DISTANCE TO B.O. STAIRS 12T TRAVEL DISTANCE TO B.O.I STAIRS n 1ST FLOOR - EXITING ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I b rokaw.com Architecture. Design. Strategy. STAMP ARC6���� � PETER KING N[ "UGENE� 5943 4 9TH OF ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 M1; 1 SF PROJECT TRACKING T RBA #: 2204 P.I.C: PK PM/PA: BM Owner CORNERSTONE •� COMMUNITY HOUSING Prcj ct Name 16TH ST SPRINGFIELD Project Address 1875 16TH ST. SPRINGFIELD OR CODE AND EXITING G-002 ABOVEGROUND___y -- TRANSFORMER AN ." EV 'E -� V '�"'E EV BACKFLOW VAULTS pq L J / ALL ONSITE INTERNAL SIDEWALKS DC CONNECTION p KIN . 1�4 S A ,.7 A/ / 9'-0" 9'-0" SHALL BE LIGHTED TO REQUIRED 2 FOOT CANDLE MINIMUM. c-���-�- i� / �/ / 150'FIRE ACCESS PROPOSED STREET ®�d LIGHT LOCATION 111 1 TRASFf j I5 qIy d� IS ROOM 10'-0" _ 108--�__�- 0 BACKYARD SETBACK PROPOSED I - �� ® �I MONUMENT SIGN _ LOCATION PER COS I Ii _ �- LOCATION FOR RAISED PLANTER SIGN STANDARDS- I - �� E E I CONTAINERS FOR TENANT USE. k o fi 1 O1 MOVEABLE FURNITURE m - N.I.C., TYP. 1-35'- 7/8' COVERED INTERNAL CIRCULATION: WALL MOUNTED LIGHTING SHALL BE PROVIDED TO MEET 2 FOOT CANDLE i�,i MINIMUM LIGHTING REQUIREMENTS. EL - HOSE LENGTH I ! E O bR C URTY RD i LESS THAN 150' - I � r ? ROOF OVERHANG 130'_10 1/4' 11 0 Li I I 3ENTRIES TO I - LC,i q COURTYARD -GATED. 1 I 1Ellu r PROPOSED STREET0. `� `� �"o % / / `� ✓ •I LIGHT LOCATION N o /I r/ / / // / -+ 150" IRE ACCESS /ARKING: 2SSTAN ARD, A)1A STREET TREES PER -----moi LANDSCAPE PLANrrF L J z 38'_0" Y m a rc W 0 o i j o> nmm N no WELL HEAD - 100' RADIUS ARCHITECTURAL SITE PLAN V. = 70'-0" 0' 10 20' 40' LEGEND ------- PROPERTYLINE SETBACK LINE --------- PROPOSED FIRE LANE ASPHALT PAVING CONCRETE PAVING PLANT BED LAM STORMWATER AREA MOW BAND ®/I BENCH / SEAT WALL -- -I 1--�- NEWFENCE/GATE (E) FENCE TO REMAIN STREET LIGHT (E) STREET LIGHT TO BE REMOVED SITE/PARKING LIGHT (MAX HEIGHT 20) COURTYARD LIGHT (MAX HEIGHT 20) STREET TREE CANOPY TREE • CONIFERTREE III I SHORT TERM BIKE PARKING: HOOPS -10 TOTAL SPACES 3'-6" �O -6" -2'-0" LONGTERM BIKE PARKING: WALL L J MOUNTED RACK -29 TOTAL 1� SPACES (14 ON 2ND FL) c � m 2',0" =—f--1 LONGTERM BIKE PARKING: c I OVERSIZED CLEARANCE, `a HOOPS -3TOTAL It 4'A" EV ELECTRIC VEHICLE READY SPACE ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel Ibrokaw.com Architecture. Design. Strategy STAMP N( PPP�,E,(T,''EER KING " "U�E� /' 5943 O 9�B OF ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING � o P.I.C: Z K Y PM NAME K Q Q U w2 YQ arc w� 0 10'A" FRONT YARD mN SETBACK goo ABOVEGROUND___y -- TRANSFORMER AN ." EV 'E -� V '�"'E EV BACKFLOW VAULTS pq L J / ALL ONSITE INTERNAL SIDEWALKS DC CONNECTION p KIN . 1�4 S A ,.7 A/ / 9'-0" 9'-0" SHALL BE LIGHTED TO REQUIRED 2 FOOT CANDLE MINIMUM. c-���-�- i� / �/ / 150'FIRE ACCESS PROPOSED STREET ®�d LIGHT LOCATION 111 1 TRASFf j I5 qIy d� IS ROOM 10'-0" _ 108--�__�- 0 BACKYARD SETBACK PROPOSED I - �� ® �I MONUMENT SIGN _ LOCATION PER COS I Ii _ �- LOCATION FOR RAISED PLANTER SIGN STANDARDS- I - �� E E I CONTAINERS FOR TENANT USE. k o fi 1 O1 MOVEABLE FURNITURE m - N.I.C., TYP. 1-35'- 7/8' COVERED INTERNAL CIRCULATION: WALL MOUNTED LIGHTING SHALL BE PROVIDED TO MEET 2 FOOT CANDLE i�,i MINIMUM LIGHTING REQUIREMENTS. EL - HOSE LENGTH I ! E O bR C URTY RD i LESS THAN 150' - I � r ? ROOF OVERHANG 130'_10 1/4' 11 0 Li I I 3ENTRIES TO I - LC,i q COURTYARD -GATED. 1 I 1Ellu r PROPOSED STREET0. `� `� �"o % / / `� ✓ •I LIGHT LOCATION N o /I r/ / / // / -+ 150" IRE ACCESS /ARKING: 2SSTAN ARD, A)1A STREET TREES PER -----moi LANDSCAPE PLANrrF L J z 38'_0" Y m a rc W 0 o i j o> nmm N no WELL HEAD - 100' RADIUS ARCHITECTURAL SITE PLAN V. = 70'-0" 0' 10 20' 40' LEGEND ------- PROPERTYLINE SETBACK LINE --------- PROPOSED FIRE LANE ASPHALT PAVING CONCRETE PAVING PLANT BED LAM STORMWATER AREA MOW BAND ®/I BENCH / SEAT WALL -- -I 1--�- NEWFENCE/GATE (E) FENCE TO REMAIN STREET LIGHT (E) STREET LIGHT TO BE REMOVED SITE/PARKING LIGHT (MAX HEIGHT 20) COURTYARD LIGHT (MAX HEIGHT 20) STREET TREE CANOPY TREE • CONIFERTREE III I SHORT TERM BIKE PARKING: HOOPS -10 TOTAL SPACES 3'-6" �O -6" -2'-0" LONGTERM BIKE PARKING: WALL L J MOUNTED RACK -29 TOTAL 1� SPACES (14 ON 2ND FL) c � m 2',0" =—f--1 LONGTERM BIKE PARKING: c I OVERSIZED CLEARANCE, `a HOOPS -3TOTAL It 4'A" EV ELECTRIC VEHICLE READY SPACE ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowel Ibrokaw.com Architecture. Design. Strategy STAMP N( PPP�,E,(T,''EER KING " "U�E� /' 5943 O 9�B OF ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING RBA #: 2204 P.I.C: PETER KING PM/PA: PM NAME LA: LAN Owner CORNERSTONE COMMUNITY HOUSING Project Name 16TH ST SPRINGFIELD Pralect Aaaress 1875 16TH ST SPRINGFIELD, OR ARCHITECTURAL SITE PLAN A-100 C C C C C C C C N 1ST FLOOR PLAN 1/8" - 1-0 WALL TYPES: WALL TYPE NOTES: SEE WALL ASSEMBLIES SHEET A -XXX FOR WALL TYPE INFORMATION. TYPICAL DOOR FRAMING: 3 DOOR R.O. DOOR R.O. 3 DOOR R.O. HM FRAME KD FRAME WOOD FRAME UNLESS NOTED OTHERWISE, DOORS TO BE FRAMED SO THAT THE FACE OF THE R.O. IS 3" OFF THE FACE OF ADJACENT WALL FRAMING. UNLESS NOTED OTHERWISE, DOORS TO BE FRAMED SO THAT THE OLTSI DE FACE OF THE JAMB OR TRIM IS 4" OFF ADJACENT WALL. NOTE THAT THE HOLLOW METAL DOOR FRAMES AND INTERIOR STOREFRONT TYPE B YW LL REQUIRE DIFFERENT ROUGH OPENING DIMENSIONS TO ACHIEVE THE 4" OFFSET FROM THE ADJACENT WALL. SEE DETAILS. GENERAL NOTES: FLOOR PLANS 1. ALL DIMENSIONS TO FACE OF FRAMING/ MASCNRY / CONCRETE U.N.O. 2. SEE DOOR FRAMING DIAGRAM TH IS SHEET FOR TYPICAL DOOR FRAMING LAYOUTS. 3. ELEVATOR SHAFTS, 1HR FIRE -RATING. 4. REFER TO FIREPROOFING FLOOR FRAMING DIAGRAMS FOR FIREPROOFING LOCATIONS AT STRUCTURE AND FLOOR ASSEMBLIES. RATED WALL ASSEMBLIES TO BE CONTINUOUS AT WALL JOINS WITH NON -RATED WALLS. TYP. 5. COORDINATE PLANS AND INTERIOR ELEVATIONS FOR INTERIOR STOREFRONT DIMENSIONS. 6. COORDINATE WITH REFLECTED CEILING PLANS FOR SOFFIT AND TOP OF WALL DETAIL C 5. 1. PRROVIDOVID EEIS HEAD ATALL FULL HEIGHT WALLSU.N.O. SEE 8. OFFICE FURNITURE IS INDICATED FORJ CLARITY ON N YOU THE FLOOR PLAIN A GASHED GRAY LINE. THIS FURNITURE ISS NALC N.I.0 C) UNIT SCHEDULE COMMUNITYIUTIL ROOM SCHEDUL �/ Name I Arm I Level N1.a Name Arm J 1 -BED 591 SF 2ND FLOOR 1 -BED 588 SF 1ST FLOOR 1 BOB SF 2 3 1 -BED 5]9 SF 1ST FLOOR 4 5 TE FLOOR 7 5]9SF 1ST FLOOR 8 9 581 SF 1ST FLOOR 10 591 SF 1ST FLOOR 1 -BED 5]3 SF 1ST FLOOR 1 -BED 5]9 SF 1ST FLOOR 1 -BEG 15n SF I 1ST FLOOR 1 -BED 5]9 SF 1ST FLOOR 1 -BED 5]9 SF 1ST FLOOR 184•-51rz" 5]9 SF 1ST FLOOR 1 -BED 582 SF 1ST FLOOR 1 -BED 5]9 SF 2ND FLOOR 1 -BED 5]9 SF 2ND FLOOR 1 -BED 588 SF 2ND FLOOR 1 -BED 5]3 SF 2ND FLOOR 1 -BED 2T-0" 9-4" 1 -BED 579 SF 2ND FLOOR 2T-93/4" 15L9SF 2ND FLOOR 22-9" 2ND FLOOR 1 -BED 1-BED 22-9" 2ND FLOOR 22-113/4" 2ND FLOOR 1-BED 6-4" 12ND FLOOR 28•-B' BOB SF 2ND FLOOR 1-BED 579 SF 2ND FLOOR 1-BED 581 SF 2ND FLOOR I 588 SF 12ND FLOOR STOR MSF M16 STOR MSF M17 STOR MSF 5220 STOR MSF 5221 STOR MSF 5222 STOR it 5223 STOR MSF 5225 STOR 24 SF 5228 STOR 24 SF 5221 STOR 24 SF 5228 STOR MSF A-211 d --- -(y i•-•-• -------------------- .......... 22 -113 /4" A-001 I EW --- - ------------------- I I I EWi Ir---- 11 2 A-211 L EW __ _________________ __________ _ __ i__________ I_I n a I EM I EW1 �• _____------- _ ______ EWi ____________ ______ EVJi __________ ______ LECTRICAL t____ � ____ _ _______�_ - ----- ---------- - --------- - - - - -- SPRINKLER RISER 709 r EM EM EWi � I 1353E / TRASN j I EWi �, 108-- — IF 718 -SF - — — — — — — 2 -BED 'I — � jEW 114 J 3 N RTH 5701 - -- A4 3 A2N I NTISTORAGE ST 7 I I -BED 110 I i 1 -BED F-1-11 1 -BED 112 1 6 i 6 1 -BED F 113 i A -2n / 274 SIF r Il 7 m /O 106-2 EM r---- rf1 IIJ A-45353 A-453 J q-453 A-453 F.O. EXTERIOR WALL L Fl06A d EWi ABOVE SHOWN DASHED 57 SIF a OFFICE- a _CJI 103 J I SF _ ® EL"1 EW2Fr EW1 CANOPYOVERHEAD , A�"� 105 -- 04 7 17-17 seoWN DASHED SF01 d5xi SF o - - ' I I I - 103-0 105-0 104.1 LA - DISPLAY BOX RISER .1 I STOR ' EW3 i STOR _ _ _ _ _ SIN EW3 ' STOR _ _ - SN2 EW3 ` STOR 8113 EW3 - e r L� ,� i �, ENTR 7141 R102 C,I EXT -1 S711D 51011 V�d1LKWAY 5112 EM 5113• P F-101 IEW3 EYV3 NW01R0 EWi 3 SF02 SF ' L ` J E-1 p i �i l r ____ ____ ___ ____ ____ ___ ____ ___ ___ ____________ _ __________ _____________ --------------_________ — 1"11115D EW — — II " EW3 - 1 L I '. CON■INITY RM q-452 102 1 ' e ' b110398 SF m iSTOR F s116 L _ 1 -BED yr I� I'i I EM- 118 I�I I EM 1 U SF04 , li e-211 iIN RISER .'.''LKWAY WEST F -M -01-1W KWAY EAST M03 1 MAILBOXES . � � 2 � I I - 1 -BED 117 Ll1 EWi 3 EWi A-453 \1 I z F4 I I �'�'• � 1 -BED EW3 1 - w �� 7127 i i A-453 I I STOR 311]17 I E13i1 i I - 5--_ — EWi — EM •—Tom.—.—�.—.—.— A-011 - I F / v 1 4 __ I - - --- _ STUDIO hL 126 - - - s L____________________ ____ A301 ___ _t_ _ ' _ _� .----------------- 3� R801 sloz L __ ---r ------------ 1 ___� li _' ___ ____ h-- II •EM _____________________� - - 1"BED h 118 q-453 e � A-451 WALKWAY SOUTH Ex -1 � U w EM EW3 MO4 EM IXT-1 123" S122" 5121- 12 0. _ _ _ ' WOR EM _ _ _ - STOR EW3 _ _ _ _ STOR S1N EM r _ _ _ _ STOR 312Y EW3 I r _ I I STOR - -J_ EM r- e slzs EM ' \ Y -r - ENn STOR 3,27 O O Q G� cJ �r I I II I EN / STOR — — r - — I 1 -BED 143ED 1 -BED 143ED 143ED 125 EW2 123 ___J 122 121 ___J 120 ___J q-453 s135 AA�52 A-452 1-452 A-452 6 I - - 1 6 2•BED I i STOR '3 119 I ' EWi r 1 A-451 l I - 1 ` ` li 1 i U W yi i _ ________IF] _____- -------- W ______ EW1 _ _I I m\' EW 22-113/4" PATIO CANOPY OVERHEAD - SHOWN DASHED, TYP. / 1 2 -BED EM I A 455 124 TYPE A I I I I I I I I I I I II I -t----------- ----------- --J 6 2 EM 161 I c I 4 A-211 r2T-0" 9-4" 2T-93/4" 22-9" 22-9" 22-113/4" 6-4" 28•-B' I I 1 2 3 4 5 7 8 9 10 I I N 1ST FLOOR PLAN 1/8" - 1-0 WALL TYPES: WALL TYPE NOTES: SEE WALL ASSEMBLIES SHEET A -XXX FOR WALL TYPE INFORMATION. TYPICAL DOOR FRAMING: 3 DOOR R.O. DOOR R.O. 3 DOOR R.O. HM FRAME KD FRAME WOOD FRAME UNLESS NOTED OTHERWISE, DOORS TO BE FRAMED SO THAT THE FACE OF THE R.O. IS 3" OFF THE FACE OF ADJACENT WALL FRAMING. UNLESS NOTED OTHERWISE, DOORS TO BE FRAMED SO THAT THE OLTSI DE FACE OF THE JAMB OR TRIM IS 4" OFF ADJACENT WALL. NOTE THAT THE HOLLOW METAL DOOR FRAMES AND INTERIOR STOREFRONT TYPE B YW LL REQUIRE DIFFERENT ROUGH OPENING DIMENSIONS TO ACHIEVE THE 4" OFFSET FROM THE ADJACENT WALL. SEE DETAILS. GENERAL NOTES: FLOOR PLANS 1. ALL DIMENSIONS TO FACE OF FRAMING/ MASCNRY / CONCRETE U.N.O. 2. SEE DOOR FRAMING DIAGRAM TH IS SHEET FOR TYPICAL DOOR FRAMING LAYOUTS. 3. ELEVATOR SHAFTS, 1HR FIRE -RATING. 4. REFER TO FIREPROOFING FLOOR FRAMING DIAGRAMS FOR FIREPROOFING LOCATIONS AT STRUCTURE AND FLOOR ASSEMBLIES. RATED WALL ASSEMBLIES TO BE CONTINUOUS AT WALL JOINS WITH NON -RATED WALLS. TYP. 5. COORDINATE PLANS AND INTERIOR ELEVATIONS FOR INTERIOR STOREFRONT DIMENSIONS. 6. COORDINATE WITH REFLECTED CEILING PLANS FOR SOFFIT AND TOP OF WALL DETAIL C 5. 1. PRROVIDOVID EEIS HEAD ATALL FULL HEIGHT WALLSU.N.O. SEE 8. OFFICE FURNITURE IS INDICATED FORJ CLARITY ON N YOU THE FLOOR PLAIN A GASHED GRAY LINE. THIS FURNITURE ISS NALC N.I.0 C) UNIT SCHEDULE COMMUNITYIUTIL ROOM SCHEDUL �/ Name I Arm I Level N1.a Name Arm J 1 -BED 591 SF 2ND FLOOR 1 -BED 588 SF 1ST FLOOR 1 -BED BOB SF 1ST FLOOR 1 -BED 5]9 SF 1ST FLOOR 1-3ED 5]9SF TE FLOOR 1-3ED 5]9SF 1ST FLOOR 1 -BED 581 SF 1ST FLOOR 1 -BED 591 SF 1ST FLOOR 1 -BED 5]3 SF 1ST FLOOR 1 -BED 5]9 SF 1ST FLOOR 1 -BEG 15n SF I 1ST FLOOR 1 -BED 5]9 SF 1ST FLOOR 1 -BED 5]9 SF 1ST FLOOR 1 -BED 5]9 SF 1ST FLOOR 1 -BED 582 SF 1ST FLOOR 1 -BED 5]9 SF 2ND FLOOR 1 -BED 5]9 SF 2ND FLOOR 1 -BED 588 SF 2ND FLOOR 1 -BED 5]3 SF 2ND FLOOR 1 -BED 5]9 SF 2ND FLOOR 1 -BED 579 SF 2ND FLOOR 1 -BED 1 -BED 15L9SF 2ND FLOOR 5795F 2ND FLOOR 1 -BED 1-BED 5795E 2ND FLOOR 58115E 2ND FLOOR 1-BED 584 SF 12ND FLOOR 1-BED BOB SF 2ND FLOOR 1-BED 579 SF 2ND FLOOR 1-BED 581 SF 2ND FLOOR 1 -BED 588 SF 12ND FLOOR 1 -BED: w 2 -BED 890 SF 1ST FLOOR 2 -BED 9375F 1ST FLOOR 2 -BED 9375F 1ST FLOOR 2-BEO 8905E 2ND FLOOR 2-BEO 9375E 2ND FLOOR 2-BEO 9375E 2ND FLOOR 2 -BED: B STUDIO 1411 SF i5T FLOOR STUDIO 13WSF I2NDFLODR STUDIO 1411 SF 2ND FLOOR SIUUIU:3 101 ENTRY 141 SF 102 COMMUNITY RM MSF 103 OFFICE 1]2 SF 104 WC 58 SF TO PKG 45 SF 108 MAINT/STORAGE 2/4 SF 108A JAN 57 SF 108 TRASH MSF 109 ELECTRICAL 135 SF R101 RISER 5SF Rim RISER BSF 5110 STOR MSF 5111 STOR MSF S112 STOR MSF S113 STOR MSF 5116 STOR MSF 5117 STOR MSF 51211 STOR MSF S121 STOR MSF Sim STOR MSF Sim STOR MSF 5124 ISTOR MSF 5125 ISTOR 24 SF Sim STOR 24 SF SiLU STOR 24 SF Sim STOR MSF 5210 STOR MSF 5211 STOR MSF M12 STOR MSF M13 STOR MSF M16 STOR MSF M17 STOR MSF 5220 STOR MSF 5221 STOR MSF 5222 STOR MSF 5223 STOR MSF 5225 STOR 24 SF 5228 STOR 24 SF 5221 STOR 24 SF 5228 STOR MSF ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I b rokaw.com Architecture. Design. Strategy. STAMP ��%I D A.PC6���� Y=R�KING �" U ENIE R 4 9TH OF ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING RBA #: 2204 P.I.C: PK PM/PA: BM Owns CORNERSTONE •� COMMUNITY HOUSING Prgecl Name 16TH ST SPRINGFIELD Prcil Add.. 1875 16TH ST. SPRINGFIELD OR 1ST FLOOR PLAN A-111 WE 184-5 N1 2ND FLOOR PLAN A-� 2 1/8, _ 1,-0„ I y I I I I I I I I I I I I I I I I I 2T-0" 9-4" 2T-9&4" 27-9" 27-9" 27-113/4" CCW WALL TYPES: WALL TYPE NOTES: SEE WALL ASSEMBLIES SHEET A -XXX FOR WALL TYPE INFORMATION. TYPICAL DOOR FRAMING: 3 DOOR R.O. DOOR R.O. 3 DOOR R.O HM FRAME KD FRAME WOOD FRAME UNLESS NOTED OTHERWISE, DOORS TO BE FRAMED SO THAT THE FACE OF THE R.O. IS 3" OFF THE FACE OF ADJACENT WALL FRAMING. UNLESS NOTED OTHERWISE, DOORS TO BE FRAMED SO THAT THE GJTSI DE FACE OF THE JAMB OR TRIM IS 4" OFF ADJACENT WALL. NOTE THAT THE HOLLOW METAL DOOR FRAMES AND INTERIOR STOREFRONT TYPE B WLL REQUIRE DIFFERENT ROUGH OPENING DIMENSIONS TO ACHIEVE THE 4" OFFSET FROM THE ADJACENT WALL. SEE DETAILS. GENERAL NOTES: FLOOR PLANS 1. ALL DIMENSIONS TO FACE OF FRAMING/ MASONRY I CONCRETE U.N.O. 2. SEE DOOR FRAMING DIAGRAM TH IS SHEET FOR TYPICAL DOOR FRAMING LAYOUTS. 3. ELEVATOR SHAFTS, 1HR FIRE -RATING. 4. REFER TO FIREPROOFING FLOOR FRAMING DIAGRAMS FOR FIREPROOFING LOCATIONS AT STRUCTURE AND FLOOR ASSEMBLIES. RATED WALL ASSEMBLIES TO BE CONTINUOUS AT WALL JOINS WITH NON -RATED WALLS. TYP. 5. COORDINATE PLANS AND INTERIOR ELEVATIONS FOR INTERIOR STOREFRONT DIMENSIONS. 8. COORDINATE WITH REFLECTED CEILING PLANS FOR SOFFIT AND TOP OF WALL DETAIL CALLOUTS. 7. PROVIDE DEFLECTION HEAD AT ALL FULL HEIGHT WALLS U.N.O. SEE 8. OFFICE FURNITURE IS INDICATED FOR DESIGN CLARITY ON THE FLOOR PLAN WITH A DASHED GRAY LINE. THIS FURNITURE IS N.I.0 ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I b rokaw.com Architecture. Design. Strategy. STAMP ���%IM A.PC6���� �PETErR�KING ,�((n(n% �" U 5N3, R 4 9TH OF ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING RBA #: 2204 P.I.C: PK PM/PA: BM owner CORNERSTONE •� COMMUNITY HOUSING Prgecl Name 16TH ST SPRINGFIELD Pr.i l Address 1875 16TH ST. SPRINGFIELD OR 2ND FLOOR PLAN A-112 A — — B — — 3 A-211 I I I I I I I I I F — — G — — b (r iROOF PLAN 1/8"= 1'-0" A-211 ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I b rokaw.com Architecture. Design. Strategy. STAMP ��%I D A.PC6���� PETErR�KING EUGENE, 0R4 9TH OF ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING :7:LE°�IrIK! P.I.C: PK PM/PA: BM Owner CORNERSTONE •� COMMUNITY HOUSING Prgecl Name 16TH ST SPRINGFIELD Pq lAdd.. 1875 16TH ST, SPRINGFIELD OR ROOF PLAN A-113 WE WEST ELEVATION 1/8" = 1'-0" Ref: 1 /A-111 I 4 A-sn I I I I I I I I SOUTH ELEVATION 1/8" = 1'-0" I Ref: 1 /A-111 I A-211 EAST ELEVATION 1/8" = 1'-0" Ref: 1 /A-111 10 2 a 9 8 7 5 4 3 2 1 A-211 A-211 I I I I I I I I RW 2U-0-0" 2J0 FLODR n 1U-0" LI _ 1STFl 0" FNORTH ELEVATION 1 1 1/A"= 1'_n" Ref11A-111 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING :7:LE°�IrIK! "IM -1,111 owner CORNERSTONE MI♦ COMMUNIIY HOUSING Prciect Name 16TH ST SPRINGFIELD Project Address 1875 16TH ST, SPRINGFIELD OR BUILDING ELEVATIONS A-201 ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I b rokaw.com Architecture. Design. Strategy. STAMP ROO� 2U -p• A,pCd���� ���%IM �,(%nP�ET"E/KING%, MD L �, "EUGENE, OR �� 5943 §p OF %N ISSUED FOR SITE REVIEW 1STFL29R NOT FOR CONSTRUCTION a" SOUTH ELEVATION 1/8" = 1'-0" I Ref: 1 /A-111 I A-211 EAST ELEVATION 1/8" = 1'-0" Ref: 1 /A-111 10 2 a 9 8 7 5 4 3 2 1 A-211 A-211 I I I I I I I I RW 2U-0-0" 2J0 FLODR n 1U-0" LI _ 1STFl 0" FNORTH ELEVATION 1 1 1/A"= 1'_n" Ref11A-111 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING :7:LE°�IrIK! "IM -1,111 owner CORNERSTONE MI♦ COMMUNIIY HOUSING Prciect Name 16TH ST SPRINGFIELD Project Address 1875 16TH ST, SPRINGFIELD OR BUILDING ELEVATIONS A-201 COURTYARD SOUTH ELEVATION n2 1/8" = 1'-0" Ref: 1 /A-111 I I I A-211 I I I I I I A COURTYARD NORTH ELEVATION LTJ 1/8"= 1'-0" 1 Ref: 1 /A-111 A-2112 n SOUTH ENTRY - EAST ELEVATION 1/6 = 1'-u" I Met: 1 /A-111 WE a ROOF 2U-0"Ill 2ND FLOOR n 10-0" V 1ST FLOOR 0 ROOF 2U-0"Ill 2ND FLOOR n 10-0" V ST FLOOD\ 0" V T T (-211 COURTYARD WEST ELEVATION 1I6" = 1'-u" I Net: 1 /A-111 n COURTYARD EAST ELEVATION A-2112Lv� 1'-0" 1 Ref: 1 /A-111 ITT T A-211 TT A-211 T T I I I I I I I Fc ---1 WALKWAY WEST -WEST ELEVATION LrJ 1/8"= 1'-0" I Ref: 1 /A-111 A-2112 ROOF 20'-0" ENTRY - NORTH ELEVATION 1/8"= 1'-0" 1 Ref: 1 /A-111 T) C ROOF 20-0 2ND FLOOR n 0OR V ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I b rokaw.com Architecture. Design. Strategy. STAMP ���%IED ARC, IXC �,�PETErR�KING �"((n(n%U EN, 0R4 9TH OF ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE 1ST FLOOR SET ISSUE DATE SITE REVIEW: 2023-10-20 J 17 STAIR WALKWAY - EAST ELEVATION A-2az 1/8"= 1'-0" 1 Ref: 1 /A-111 0" V PROJECT TRACKING :7:L'Ei�IrIK! Owner CORNERSTONE IN COMMUNITY HOUSING Prciect Name 16TH ST SPRINGFIELD Project Address 1875 16TH ST. SPRINGFIELD OR BUILDING ELEVATIONS A-202 1•3ED I I 1 -BED I 1 F1 j SECTION - TYP. 1 1/8.. = 1.-0.. RO� — OPEN ! _ 2ND FLOOR n UOR — 1ST FLOOR n D V 1 SECTION - WEST ENTRY [-11-][SECTION -211 1/8" = 1'-0" — ROOF n 2U-0" 1l 2J0 FLOOR /1 1U -D" 5T FLOOR 0" I I 2 I I A-211 A-211 R1 — — 211'-U O OPQJ III ,I lui I�il F I .�I*1J0 O1 BE0 III • 1-B D III 1•BE 1-BFD 2"BED STAIR NORTX JJJ III�II I�JI F2231 F2211 212 21d _ ® _ 2ND FLOOR 10'-U M INTISTORAGE 108 OPEN TO 11 -BED 1 -BED 1•BED = 1LED 2ONORTH ILII 11d F1 PARKING �� � •, ® _ • 'T -. � 1ST FLOOR n SECTION - EW - NORTH 1/8" = 1'-0" A B C D E F G O O 3 1 A-211 A-211 I I I I I I I I Ri ROOF RIDGE BEYOND I I I I 2U -U 1 STU 10 OPEN 231 230 1BE0 - 1 -BED ST 1 -BED 7im _ F2 228 227 22fi �� 225 •IE fF F2 2J0 FLOOR 1, OPEN TO 1 -BED TFST 2-BED TRASH AIN /TISTO RAGE OFFICE P -ENT Y COM MU TY RM 1 -BED 124 COURTYARD 127 126 F1 108 -- 106 103 105 101 - 102 - - 125 - - 1' FLOOR D" V — III III III III III III III III III III III III III � III III III III III III III III III III III III III III SECTION - NS - EAST I /tf" = 1-U WE ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I b rokaw.com Architecture. Design. Strategy STAMP ���%IED ARC, IXC PETER KING ,((n U[i�O 4 9TH OF ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING RBA #: 2204 P.I.C: PK PM/PA: BM Owner J% CORNERSTONE M� COMMUNITY HOUSING Prciect Name 16TH ST SPRINGFIELD Project Address 1875 16TH ST. SPRINGFIELD OR BUILDING SECTIONS A-211 WE l i L A2 F7A F 7c HM DOOR FRAME INDEX 1IA" = 11-ni, i � ♦ O DP -Flush DP -Full Lite DP -Half Lite DOOR PANEL INDEX 1/4" = 1'-0" —"141WY Q01-1dL1NRR9:� �H011@[HRRq:� DOOR SCHEDULE PANEL FRAME 10 FROM ROOM TOROOM RATING HEIGHT PANELIWIDTH I PANEL2WIDTXTYPE MATERIAL TYPE I MATERIAL Dasmpfi. 1ST FLOOR UE -SLI VESL2 VE -TI HOOD FRAMES, ACCESSIBLE THRESHOLDS, BETWEEN THE GLASS BLINDS IN THE DOOR (STANDARD MINI BLIND ON THE SIDELITE) UNIT ENTRY DOOR ELEVATIONS 101-1 EXTERIOR ENTRY T-0" S -O' DP -FW Lie Rough WldIb I Rough Height Commais SF ALU 101-2 ENTRY WALKWAY WEST 5-0" T-8" T-0" S-0" DP Fd Lie SF ALU 102-1 ENTRY COMMUNITY RM T-0" S-0" DP Fd Re C HM 102-2 COMMUNITY RM WALKWAY WEST T-0" 9-0" DP -Flush 2-B" 2•-B" A ALU SECTIONAL DOOR 103-1 ENTRY OFFICE 3'-0" 5'-0" T-0" S-0" DP -Fd Re C HM 104-1 ENTRY WC 5-8" S-0" DP-Fkrsh A HM 105-1 PKG ENTRY 5-8" S-0" DP Fd Re 3•-0" 5•-3" A HM 106-1 MAINT/STORAGE WALKWAY WEST 5-8" S -B" DP-Fkrsh A HM 106-2 OFFICE MAINT/STORAGE 5-8" S-0" DP-Fkrsh A HM 1064-1 JAN WALKWAY WEST 5-8" S-0" DP-Fkrsh A HM 108-1 WALKWAY WEST TRASH 5-8" S-0" DP -Haff Lie A HM 108-2 TRASH EXTERIOR T-0" 101-0" DP-Fkrsh A COILING DOOR 109-1 EXTERIOR ELECTRICAL T-0" S-0" DP-Fkrsh A HM R101-1 WALKWAY WEST STOR 5-8" 2-0" DP -Flush A WD R102-1 WALKWAY NORTH RISER 5-8" 2-0" DP -Flush A WD 5110-1 WALKWAY NORTH STOR 5-8" S-0" DP -Flush A WD 5111-1 WALKWAY NORTH STOR 5-8" S-0" DP -Flush A WD 5112-1 WALKWAY NORTH STOR 5-8" S-0" DP -Flush A WD 51161 WALKWAY NORTH STOR 5-8" S-0" DP -Flush A WD 51161 STOR WALKWAY EAST 5-8" S-0" DP -Flush A WD 5117-1 WALKWAY EAST STOR 5-8" S-0" DP -Flush A WD 5120-1 STOR WALKWAY SOIUTH 5-8" S-0" DP -Flush A WD 5121-1 STOR WALKWAY SOIUTH 5-8" S-0" DP -Flush A WD 5122-1 STOR WALKWAY SOIUTH 5-8" S-0" DP -Flush A WD 51261 STOR WALKWAY SOIUTH 5-8" S-0" DP -Flush A WD 5124-1 WALKWAY WEST STOR 5-8" S-0" DP -Flush A WD 5125-1 WALKWAY WEST STOR 6-8" S -V DP -Flush I A WD 51261 WALKWAY WEST STOR 5-8" S-0" DP -Flush A WD 5127-1 WALKWAY WEST STOR 5-8" S-0" I DP-Fkrsh A WD 51261 WALKWAY WEST STOR 5-8" S-0" DP-Fkrsh A WD 52161 WALKWAY NORTH STOR 5-8" S-0" DP -Flush Rough WldIb I Rough Height Commais A WD 5211-1 WALKWAY NORTH STOR 5-0" T-8" 5-8" S-0" DP -Flush A WD 5212-1 WALKWAY NORTH STOR 5-8" S-0" DP -Flush A WD 52161 WALKWAY NORTH STOR 5-8" S-0" DP -Flush 2-B" 2•-B" A WD 52161 STOR WALKWAY EAST 3'-0" 5'-0" 5-8" S-0" DP -Flush A WD M17-1 WALKWAY EAST STOR 5-8" S-0" DP -Flush A WD 52261 STOR WALKWAY SOUTH 5-8" S-0" DP -Flush 3•-0" 5•-3" A WD 5221-1 STOR WALKWAY SOUTH 5-8" S-0" DP -Flush A WD 5222-1 STOR WALKWAY SOUTH 5-8" S-0" DP -Flush A WD 52261 STOR WALKWAY SOUTH 5-8" S-0" DP-Fkrsh A WD 52261 WALKWAY SOUTH STOR 5-8" S-0" DP-Fkrsh A WD 52261 WALKWAY SOUTH STOR 5-8" S-0" DP-Fkrsh A WD 5227-1 WALKWAY SOUTH STOR 5-8" S-0" DP-Fkrsh A WD 52261 WALKWAY SOUTH STOR 5-8" S-0" DP-Fkrsh A WD SF05 6•-0" VINYL WINDOW INDEX 1IA" = 11-ni, s� 1STFLOOR /1 0" V SF04 QUANTITY BP 5-0:6 BP6-0 1 6-8" 1 5-0" 1 1M" I I WD I WD I FLUSH PULLS I BYPASS DOORS BP 6-0:4 ISD 3-0P 1 6-8" 1 S-0" I im" I I WD I WD Im SINGLEDOOR-PRIVACY BD 3-0P: 33 5-8" T-0 3 -IT 2-B" S-4" T -O' 1ST FLOOR 0" V SF03 19-0711F SF03 1ST FLOOR n IT SF02 s- I SF02 n 1ST FLOOR 0" V SF01 _1ST FLOOR 0" V GENERAL NOTES: OPENINGS 1. PROVIDE GI KZING IN ALL DOORS, WINDOWS, & STOREFRONT SYSTEMS PER SCHEDULE & SPECIFICATIONS. 2. PROVIDE TEMPERED GLASS IN ALL DOOR LITES, SIDELITES & TRANSOMS PER CODE. 3. COORDINATE LOW VOLTAGE SECURITY SYSTEMS WITH HARDWARE & FRAMES. 4. DOORS: MERE A FLOOR MATERIAL CHANGES BETWEEN ROOMS, MAKE TRANSITION AT CENTER LINE OF DOOR. 5. DOORS: VERIFY ALL FLOOR TRANSITIONS & THRESHOLDS MEET FHAIADA REQUIREMENTS. THRESHOLDS NOT TO EXCEED 11T ABOVE FINISH FLOOR. THREASHOLDS & FLOOR TRANSITIONS GREATER THAN 114" ABOVE FINISH FLOOR MUST BE BEVELED WITH A SLOPE NOT GREATER THAN 50%. 6. DOORS: OPENINGS IN SHAFT ENCLOSURES SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716 AS REQUIRED FOR FIRE BARRIERS. DOORS SHALL BE SELF OR AUTOMATIC CLOSING BY SMOKE DETECTION IN ACCORDANCE WITH M1905SC SECTIONS 713.7 & 716.2.6.6. ALL VIEWS IN STOREFRONT AND WINDOW INDEX ARE FROM EXTERIOR UNLESS NOTED OTHERWISE. ROUGH OPENINGS (RO): STOREFRONT, VINYL WNDOWS AND VINYL SLIDING PATIO DOORS: DIMENSIONS NOTED ON THIS SHEETARE ROUGH OPENINGS. SWINGDOORS ROUGH OPENING CALCULATED PER FRAMETYPE BASEON NOTED DOOR PANEL SIZE. PROVIDE WINDOWCOVERINGS AT STOREFRONT PER INTERIOR ELEVATIONS. PROVIDEWINDOW COVERING AT RESIDENTIAL UNITS PER GENERAL NOTE ON UNIT PIAN SHEETS. MERE "(#) EQ PANELS" IS CALLED CUT, SPACE FRAMING TO ACHIEVE DENOTED NUMBER OF EQUALLY WIDE GLASS PANES. AT EXTERIOR HOLLOW METAL DOOR FRAMES, PROVIDE A 1" BACK BEND ON THE EXTERIOR S1DE OF THE DOOR. GENERAL NOTES: SAFETY GLAZING SQ SAFETY GI KZING SHALL BE LOCATED AT THE LOCATIONS INDICATED AS WELL AS THE FOLLOWING. CONTRACTOR TO CONFIRM LOCATIONS. 1. SAFETY GLAZING IS REQUIRED MERE ANY OF THE FOLLOWING CONDITIONS OCCUR: OPERABLE PANELS, MERE AN INDIVIDUAL PANEL IS GREATER THAN 9 SOFT, WHERE AN EXPOSED BOTTOM EDGE LESS THAN 18"AFF AND THE EXPOSED TOP EDGE GREATER THAN 36 'AFF AND WITHIN 36" HORIZONTALLY OF ONE OR MORE WALKING SURFACES. 2. SAFETY GLAZING IS ALSO REQUIRED IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOORS ASSEMBLIES, GI KZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, AND ADJACENT TO THE DOOR MERE THE NEAREST EXPOSED EDGE OF THE GI KZING IS WITHIN A 24 "ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND MERE THE BOTTOM EDGE OF THE GI KZING IS LESS THAN 60"ABOVE THE WALKING SURFACE. 3. SAFETY GLAZING SHALL BE REQUIRED ADJACENT TO STAIRWAYS, IANDINGS AND RAMPS WITHIN 35 HORIZONTALLY OF A WALKING SURFACE MEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. Fw(HF:YIIdlHCA9MI 11-11N91Grl-1 lIAWLliCpp:U01 d6 KEY AC: ACCESS CONTROL ALU: ALUMINIUM STOREFRONT SYSTEM -ALUMINUM DP: DOOR PANEL(REVIT NAMING CONVENTION FOR RS) FGLS: FIBERGLASS KD: KNOCK DOM FRAME- 71MLEY" HM: HOLLWMETAL-STEEL VINYL: VINYL WD: HOOD GENERAL NOTES: BUILDING ELEVATIONS 1, ROUGH OPENINGS: A. DIMENSIONSSHOWN FOR VINYL WNDOWS, Cl1RTAINWALL. AND STOREFRONT DESIGNATE THE WALL ROUGH OPENINGS (R.O.). WINDOW FRAME DIMENSIONS SHALL ACCOUNT FOR 31T MIN. JOINT ON ALL SIDES. B. VERIFY VERTICAL ALIGNMENT OF ROUGH OPENINGS PRIOR TO WATERPROOFING WINDOW OPENINGS TO ENSURE JAMES ARE WITHIN 114" TOLERANCE ACROSS VERTICAL STACK OF WINDOWS. 2. ALL EXTERIOR GI KZING TO BE INSUI NTED GI KZING UNITS. 3. GIAZING TO BE TEMPERED IN THE FOLLOWING LOCATIONS: A. FIXED AND OPERABLE PANELS OF SWINGING OR SLIDING DOORS. B. GIAZING IN FIXED OR OPERABLE PANELS WITHIN 24" OF A DOOR WHERE THE BOTTOM EDGE IS BELOW 18" AFF AND THE TOP EDGE IS ABOVE 36 AFF. C. GLAZING IN FIXED OR OPERABLE PANELS, 9 SF WHERE THE BOTTOM EDGE IS BELOWIB" AFF AND THE TOP EDGE IS ABOVE 36" AFF. D. GLAZING ADJACENT TO THE IANDING AT THE BOTTOM OF A STAIRWAY MEETING REOUIREMENTS OF OSSC 2406.4.7. 4. FOR ADDITIONAL LOUVER TYPES NOT SHOWN WITHIN STOREFRONT, SEE LOUVER TYPES SHEET. 5. LOUVERS INDICATED IN STOREFRONT OR CURTAINWALL FRAMES TO BE SIZED TO FIT INTO THE STOREFRONT OR CURTAINWALL SYSTEM WITH A GI KZING ADAPTOR. COLOR TO MATCH SF OR CW FRAME. ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I b rokaw.com Architecture. Design. Strategy. STAMP ���%IM A.PC6���� �PETErR�KING ,�((n(n% �" U 5N3, R 4 9TH OF , ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING RBA #: 2204 P.I.C: PK PM/PA: BM Owner 9% CORNERSTONE •� COMMUNITY HOUSING Prejecl Name 16TH ST SPRINGFIELD Prajecl Address 1875 16TH ST. SPRINGFIELD OR WINDOW AND DOOR SCHEDULES A-501 WINDOW SCHEDULE Type Mark Rough WldIb I Rough Height Commais W01 W01 5-0" T-8" WUH 21 —W02 QUANTITY W02 W02:2 W03 W03 1&-0" 5'-B" W03: 12 W04 W04 W04: 20 W05 W05 2-B" 2•-B" W05:1 W06 W06 3'-0" 5'-0" W06:1 W07 W07 3'-0" 5•-3" W07: 60 W08 WOS 2-B" 5•-3" W08:2 W09 WU9 3•-4" 5•-B" W09:2 MID W10 3•-0" 5•-3" W101 s- I SF02 n 1ST FLOOR 0" V SF01 _1ST FLOOR 0" V GENERAL NOTES: OPENINGS 1. PROVIDE GI KZING IN ALL DOORS, WINDOWS, & STOREFRONT SYSTEMS PER SCHEDULE & SPECIFICATIONS. 2. PROVIDE TEMPERED GLASS IN ALL DOOR LITES, SIDELITES & TRANSOMS PER CODE. 3. COORDINATE LOW VOLTAGE SECURITY SYSTEMS WITH HARDWARE & FRAMES. 4. DOORS: MERE A FLOOR MATERIAL CHANGES BETWEEN ROOMS, MAKE TRANSITION AT CENTER LINE OF DOOR. 5. DOORS: VERIFY ALL FLOOR TRANSITIONS & THRESHOLDS MEET FHAIADA REQUIREMENTS. THRESHOLDS NOT TO EXCEED 11T ABOVE FINISH FLOOR. THREASHOLDS & FLOOR TRANSITIONS GREATER THAN 114" ABOVE FINISH FLOOR MUST BE BEVELED WITH A SLOPE NOT GREATER THAN 50%. 6. DOORS: OPENINGS IN SHAFT ENCLOSURES SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716 AS REQUIRED FOR FIRE BARRIERS. DOORS SHALL BE SELF OR AUTOMATIC CLOSING BY SMOKE DETECTION IN ACCORDANCE WITH M1905SC SECTIONS 713.7 & 716.2.6.6. ALL VIEWS IN STOREFRONT AND WINDOW INDEX ARE FROM EXTERIOR UNLESS NOTED OTHERWISE. ROUGH OPENINGS (RO): STOREFRONT, VINYL WNDOWS AND VINYL SLIDING PATIO DOORS: DIMENSIONS NOTED ON THIS SHEETARE ROUGH OPENINGS. SWINGDOORS ROUGH OPENING CALCULATED PER FRAMETYPE BASEON NOTED DOOR PANEL SIZE. PROVIDE WINDOWCOVERINGS AT STOREFRONT PER INTERIOR ELEVATIONS. PROVIDEWINDOW COVERING AT RESIDENTIAL UNITS PER GENERAL NOTE ON UNIT PIAN SHEETS. MERE "(#) EQ PANELS" IS CALLED CUT, SPACE FRAMING TO ACHIEVE DENOTED NUMBER OF EQUALLY WIDE GLASS PANES. AT EXTERIOR HOLLOW METAL DOOR FRAMES, PROVIDE A 1" BACK BEND ON THE EXTERIOR S1DE OF THE DOOR. GENERAL NOTES: SAFETY GLAZING SQ SAFETY GI KZING SHALL BE LOCATED AT THE LOCATIONS INDICATED AS WELL AS THE FOLLOWING. CONTRACTOR TO CONFIRM LOCATIONS. 1. SAFETY GLAZING IS REQUIRED MERE ANY OF THE FOLLOWING CONDITIONS OCCUR: OPERABLE PANELS, MERE AN INDIVIDUAL PANEL IS GREATER THAN 9 SOFT, WHERE AN EXPOSED BOTTOM EDGE LESS THAN 18"AFF AND THE EXPOSED TOP EDGE GREATER THAN 36 'AFF AND WITHIN 36" HORIZONTALLY OF ONE OR MORE WALKING SURFACES. 2. SAFETY GLAZING IS ALSO REQUIRED IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOORS ASSEMBLIES, GI KZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, AND ADJACENT TO THE DOOR MERE THE NEAREST EXPOSED EDGE OF THE GI KZING IS WITHIN A 24 "ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND MERE THE BOTTOM EDGE OF THE GI KZING IS LESS THAN 60"ABOVE THE WALKING SURFACE. 3. SAFETY GLAZING SHALL BE REQUIRED ADJACENT TO STAIRWAYS, IANDINGS AND RAMPS WITHIN 35 HORIZONTALLY OF A WALKING SURFACE MEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. Fw(HF:YIIdlHCA9MI 11-11N91Grl-1 lIAWLliCpp:U01 d6 KEY AC: ACCESS CONTROL ALU: ALUMINIUM STOREFRONT SYSTEM -ALUMINUM DP: DOOR PANEL(REVIT NAMING CONVENTION FOR RS) FGLS: FIBERGLASS KD: KNOCK DOM FRAME- 71MLEY" HM: HOLLWMETAL-STEEL VINYL: VINYL WD: HOOD GENERAL NOTES: BUILDING ELEVATIONS 1, ROUGH OPENINGS: A. DIMENSIONSSHOWN FOR VINYL WNDOWS, Cl1RTAINWALL. AND STOREFRONT DESIGNATE THE WALL ROUGH OPENINGS (R.O.). WINDOW FRAME DIMENSIONS SHALL ACCOUNT FOR 31T MIN. JOINT ON ALL SIDES. B. VERIFY VERTICAL ALIGNMENT OF ROUGH OPENINGS PRIOR TO WATERPROOFING WINDOW OPENINGS TO ENSURE JAMES ARE WITHIN 114" TOLERANCE ACROSS VERTICAL STACK OF WINDOWS. 2. ALL EXTERIOR GI KZING TO BE INSUI NTED GI KZING UNITS. 3. GIAZING TO BE TEMPERED IN THE FOLLOWING LOCATIONS: A. FIXED AND OPERABLE PANELS OF SWINGING OR SLIDING DOORS. B. GIAZING IN FIXED OR OPERABLE PANELS WITHIN 24" OF A DOOR WHERE THE BOTTOM EDGE IS BELOW 18" AFF AND THE TOP EDGE IS ABOVE 36 AFF. C. GLAZING IN FIXED OR OPERABLE PANELS, 9 SF WHERE THE BOTTOM EDGE IS BELOWIB" AFF AND THE TOP EDGE IS ABOVE 36" AFF. D. GLAZING ADJACENT TO THE IANDING AT THE BOTTOM OF A STAIRWAY MEETING REOUIREMENTS OF OSSC 2406.4.7. 4. FOR ADDITIONAL LOUVER TYPES NOT SHOWN WITHIN STOREFRONT, SEE LOUVER TYPES SHEET. 5. LOUVERS INDICATED IN STOREFRONT OR CURTAINWALL FRAMES TO BE SIZED TO FIT INTO THE STOREFRONT OR CURTAINWALL SYSTEM WITH A GI KZING ADAPTOR. COLOR TO MATCH SF OR CW FRAME. ROWELL B R O KAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I b rokaw.com Architecture. Design. Strategy. STAMP ���%IM A.PC6���� �PETErR�KING ,�((n(n% �" U 5N3, R 4 9TH OF , ISSUED FOR SITE REVIEW NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE REVIEW: 2023-10-20 PROJECT TRACKING RBA #: 2204 P.I.C: PK PM/PA: BM Owner 9% CORNERSTONE •� COMMUNITY HOUSING Prejecl Name 16TH ST SPRINGFIELD Prajecl Address 1875 16TH ST. SPRINGFIELD OR WINDOW AND DOOR SCHEDULES A-501 a w ox ° N89046'57"W 200.00 6' CHAIN LINK FENCE I w � -41 w 36.10' I / I d I 3 o � ° [n DW� T WOOD Q w a w N FENCE DWo 0 a a 3 CD rn I ®W I 4' CHAIN LINK FENCE 1c, w o W w w TL 2000 ° (E� 4' CHICKEN WIRE FENCE ca cli oI 4 4r 3 CCD D o w Z 4' WIRE °v 3 FENCE w I r3 PLANTER GARDEN w I w w ARBOR 4 DW ro 3 CHICKEN w COOP a a o w 4 we 3 —_—_ — — — — — -- -- -- — — w — — — — — — — — — — — — S89°57"39"E 200.00 ®� 0 O I DW w N CHICKEN _ a o COOP 4' WIRE FENCE 1�0w-----_I 5' CHAIN LINK FENCE F-------------------------- �DW I w I 67 3 ` w x 4 � 0 �\ Ll © w e o GREENHOUSE N — TL 1900 a' w o 1875 w to (V o _ 0 w C p �/// a / o / � o v o o Z , EDECK DW IML (E WW a g v I 5' CHAIN LINK FENCE I S89057'39"E 200.00 -- — — — — — — — — — — — — — — — — — — — — — w w � 4' CHAIN 4. LINK FENCE W DWI elm 4 I w o d ,,DW,bw 24 6' WOOD FENCE W 04 �1 C TL 1800 # W 36.12' ,\ N 4 a. w - - z w a O 4 4 5' WOOD FENCE e w S89053'32"E 200.00 -- -- -- -- -- —Nw— — MAP FROM: GOOGLE MAPS VICINITY MAP SCALE: NTS FLOODPLAIN: THE PROPERTY LIES WITHIN AREA ZONE "X". PER FEMA MAP NUMBER 41039C1 153F. SOIL TYPES: ACCORDING TO WEB SOIL SURVEY, THE EXISTING SOIL FOR THE SITE CONSISTE OF MALABON-URBAN LAND COMPLEX, HYDROLOGIC SOIL GROUP C, DRAINAGE CLASS, WELL DRAINED, DEPTH 0 FWATER TABLE IS MORE THAN 80 INCHES. COBURG-URBAN LAND COMPLEX, HYDROLOGIC SOIL GROUP C, DRAINAGE CLASS, MODERATELY WELL DRAINED. DEPTH OF WATER ABOUT 18 TO 30 INCHES. TIME OF TRAVEL ZONES: THIS SITE IS WITHIN THE 1 YEAR TIME OF TRAVEL ZONE. LEGEND 462" PROPERTY LINE ADJOINER LINE CURB LINE EDGE OF ASPHALT FENCE LINE CONTOUR LINE (E)OHW (E)OHW OVERHEAD WIRES (E)w (E)W (E)W WATER LINE (E)G(E)G (E)G GAS LINE WASTEWATER LINE -------------- EAVE ABOVE ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. STAMP J P� �O 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541 684 4902 F: 541.684.4909 www.knff.. REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE TL TAX LOT NUMBER SD SET 2023-07-14 DW DRIVEWAY SITE REVIEW 2023-10-20 AI MAIL BOX WM WATER METER FIRE HYDRANT >Q WATER VALVE PROJECT TRACKING POWER POLE PROJECT NO: 2204 DRAWN BY: MR > GUY WIRE DESIGNER: MAR DOWN SPOUT PM: MK TELEPHONE RISER Owner STAND PIPE 00 CORNERSTONE COMMUNITY HOUSING WASTEWATER MANHOLE DECIDUOUS TREE Project Name 16TH ST SPRINGFIELD BUILDING Protect Atltlress t 1875 16TH ST CONCRETE SPRINGFIELD, OR e. Qo SURVEY CONTROL POINT EXISTING CONDITIONS SCALE 1 INCH = 10 FEET 10 0 10 20 C1 ■ 0 d a d QOHW- a I I CONNECT TOEXISTING6" S LINE IE 6" IN=456.87 (E) S - 6" PVC FIELD VERIFY POINT OF CONNECTION n I MEMO • • M Il 4 LF -6"S S=1.00% 32 LF- 8"S r 11 LF - 6"S ue S=0.68% / r S=8.91% ------ 6 LF 6"S s=1.i;.�] FF=462.71 � I i 44 LF -6"S S=1.00% S STUB -1 RIM=459.05 IE 6" OUT=458.53 (S) Il D cOI$ LL O� 135 LF - 8"SD r ----------- I r___r ___ II II I� �11"L II I 45 LF - 8"SD • =J J S STUB -2 F F = 462.71 RIM=459.41 IE 6' OUT=458.90 (N) FF=462.71 20 LF - 8"SD I I I I FF=462.71 w i> W 4' RPBA 310 LF - 4"W w 0 0 0 w RG a 15 LF 4"W 3 3 • n 3 nl 13 LF-6"FP 13 LF-6'FP w W I I CONNECT TO EXISTING 12"W LINE E'� — — —, FIELD VERIFY POINT3 d � OF CONNECTION � I I FP FDC W Iv I d ° T ° CONNECT TO EXISTING 10" SD LINE w 'w^ FP 6" RPBA w ILL / d e J a d / c IE OUT=455.75 (S) EX. 10" o 3 3 / 3 ° o OF CONNECTION v d I I CONNECT TOEXISTING6" S LINE IE 6" IN=456.87 (E) S - 6" PVC FIELD VERIFY POINT OF CONNECTION n I MEMO • • M Il 4 LF -6"S S=1.00% 32 LF- 8"S r 11 LF - 6"S ue S=0.68% / r S=8.91% ------ 6 LF 6"S s=1.i;.�] FF=462.71 � I i 44 LF -6"S S=1.00% S STUB -1 RIM=459.05 IE 6" OUT=458.53 (S) Il D cOI$ LL O� 135 LF - 8"SD r ----------- I r___r ___ II II I� �11"L II I 45 LF - 8"SD • =J J S STUB -2 F F = 462.71 RIM=459.41 IE 6' OUT=458.90 (N) FF=462.71 20 LF - 8"SD I I I I FF=462.71 d w 3 ' ° d w � a d I W (E)WW (E WW— I , S=1.07% N r -- I I I I I I I I I I 3 LF - 8"S 0 S=1.89% w i> a0 VAN — h 0 0 0 w RG a w w -- W I I 1 I I d � � I I Yj N J a T ° CONNECT TO EXISTING 10" SD LINE w ° 2 SD STRC-6 ' d IE IN=455.75 (N) EX. 10" d IE8"IN=455.75(E)SD-8"PVC c IE OUT=455.75 (S) EX. 10" o ° FIELD VERIFY POINT OF CONNECTION v d ° 1 4 w 4Ch 3 ° d 98 LF - 8'SD ° S=0.50% d. II w SD OV -17 RIM=460.14 IE 8' OUT=456.85 (E) d k�l WG d w 3 ' ° d w � a d I W (E)WW (E WW— I , S=1.07% N r -- I I I I I I I I I I 3 LF - 8"S 0 S=1.89% I SD FC MH -1 RIM=461.42 IE 8" OUT=456.24 (W) SD SED MH -3 RIM=460.76 IE 8" IN=456.75 (W) IE 8" OUT=456.75 (E) 15 LF - 8'SD I I I I I I SD STRC-104 RIM=461.63 IE 12" IN=456.75 (NE) IE 8" OUT=456.75 (W) 8"SD 55 LF -12'SD S=0.33% I\\ LL J LL J SHEET NOTES ROWEL L 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER B R O KAW DETAIL 1/C5.1. 2. STATIONS AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN AT 1203 Willamette Street CENTER OF STRUCTURE. Suite 210 Eugene, Oregon 97401 541 4851003 rowellbrokaw.com OX UTILITY KEY NOTES Architecture. Design. Strategy. NOTE DESCRIPTION DETAIL REF. STAMP 1 CONNECT TO EXISTING 8" SANITARY LINE. FIELD VERIFY LOCATION, INVERT ELEVATION AND PIPE SIZE. �J CONNECT TO EXISTING STORM PIPE. FIELD VERIFY PIPE 2 INVERTS AND LOCATION. RESTORE TRENCH PER CITY OF SPRINGFIELD STANDARDS. MILL AND OVERLAY 10' BEYOND TRENCH IN EACH DIRECTION. TAP TO EXISTING WATER MAIN. COORDINATE CONENCTION TO EXISTING MAIN WITH SUB. SUB TO PERFORM TAP, INSTALL FIRE PROTECTION TO �O 3 PROPERTY AND INSTALL METER AND METER BOX. CONTRACTOR TO COORDINATE SCHEDULE AND EXACT LOCATION IN FIELD. CONTRACTOR TO POTHOLE PRIOR TO CONTRUCTION TO VERIFY LOCATION OF WATER LINE. DET UNDERGROUND DETENTION FACILITY. FACILITY TO BE 1/C5.0 ARCH CHAMBERS SC-16OLP FROM ADS. RG RAIN GARDEN 1/C5.1 SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING 1Tff PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. 800 Willamette Street, Suite 400 I! UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www."ff.. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE) FFSTRUCTURE TYPE CALLOUT —_IID NUMBER (WHERE APPLICABLE) XX XX -XX X+XX.X RT X.X' —LOCATION (WHERE APPLICABLE) RIM= IE IN = XXX_ STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F�UTILITY LENGTH UTILITY SIZE � UTILITY TYPE XXLF-XX"XX S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREA DRAIN TYPE 1 CO CLEANOUT TO GRADE FCMH FLOW CONTROL MANHOLE MH MANHOLE OF OUTFALL OV OVERFLOW INLET SEDMH SEDIMENTATION MANHOLE STUB STUB (S SCALE 1 INCH = 10 FEET 10 0 10 20 REVISIONS TO THIS SHEET REV. DATE SETISSUE DATE SD SET 2023-07-14 SITE REVIEW 2023-10-20 PROJECT TRACKING PROJECT NO: 2204 DRAWN BY: MR DESIGNER: MAR PM: MK Owner CORNERSTONE COMMUNITY HOUSING Pmlect Name 16TH ST SPRINGFIELD Pm1ed Addrees 1875 16TH ST SPRINGFIELD, OR UTILITY PLAN CIO 9 a0 VAN — h 0 0 0 a I SD FC MH -1 RIM=461.42 IE 8" OUT=456.24 (W) SD SED MH -3 RIM=460.76 IE 8" IN=456.75 (W) IE 8" OUT=456.75 (E) 15 LF - 8'SD I I I I I I SD STRC-104 RIM=461.63 IE 12" IN=456.75 (NE) IE 8" OUT=456.75 (W) 8"SD 55 LF -12'SD S=0.33% I\\ LL J LL J SHEET NOTES ROWEL L 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER B R O KAW DETAIL 1/C5.1. 2. STATIONS AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN AT 1203 Willamette Street CENTER OF STRUCTURE. Suite 210 Eugene, Oregon 97401 541 4851003 rowellbrokaw.com OX UTILITY KEY NOTES Architecture. Design. Strategy. NOTE DESCRIPTION DETAIL REF. STAMP 1 CONNECT TO EXISTING 8" SANITARY LINE. FIELD VERIFY LOCATION, INVERT ELEVATION AND PIPE SIZE. �J CONNECT TO EXISTING STORM PIPE. FIELD VERIFY PIPE 2 INVERTS AND LOCATION. RESTORE TRENCH PER CITY OF SPRINGFIELD STANDARDS. MILL AND OVERLAY 10' BEYOND TRENCH IN EACH DIRECTION. TAP TO EXISTING WATER MAIN. COORDINATE CONENCTION TO EXISTING MAIN WITH SUB. SUB TO PERFORM TAP, INSTALL FIRE PROTECTION TO �O 3 PROPERTY AND INSTALL METER AND METER BOX. CONTRACTOR TO COORDINATE SCHEDULE AND EXACT LOCATION IN FIELD. CONTRACTOR TO POTHOLE PRIOR TO CONTRUCTION TO VERIFY LOCATION OF WATER LINE. DET UNDERGROUND DETENTION FACILITY. FACILITY TO BE 1/C5.0 ARCH CHAMBERS SC-16OLP FROM ADS. RG RAIN GARDEN 1/C5.1 SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING 1Tff PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. 800 Willamette Street, Suite 400 I! UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www."ff.. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE) FFSTRUCTURE TYPE CALLOUT —_IID NUMBER (WHERE APPLICABLE) XX XX -XX X+XX.X RT X.X' —LOCATION (WHERE APPLICABLE) RIM= IE IN = XXX_ STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F�UTILITY LENGTH UTILITY SIZE � UTILITY TYPE XXLF-XX"XX S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREA DRAIN TYPE 1 CO CLEANOUT TO GRADE FCMH FLOW CONTROL MANHOLE MH MANHOLE OF OUTFALL OV OVERFLOW INLET SEDMH SEDIMENTATION MANHOLE STUB STUB (S SCALE 1 INCH = 10 FEET 10 0 10 20 REVISIONS TO THIS SHEET REV. DATE SETISSUE DATE SD SET 2023-07-14 SITE REVIEW 2023-10-20 PROJECT TRACKING PROJECT NO: 2204 DRAWN BY: MR DESIGNER: MAR PM: MK Owner CORNERSTONE COMMUNITY HOUSING Pmlect Name 16TH ST SPRINGFIELD Pm1ed Addrees 1875 16TH ST SPRINGFIELD, OR UTILITY PLAN CIO _1 462 /0 462 I �ry I I 460.31 °4 J i a / / / a / 462 462 d I I --------- -------------- - _ I ' ' I L IILIILI'L _______ _____ __J ______-I I ______JI L____J d 461.93 ° / 1 r --I • FF=462.71 FF=462.71 V \I I © I I © I j / ly I I • / I I 1i I I I I � I I I II I I I 'a I I--i---'I-L--------r-T I 1 I I d I 1 � v I I r , I / ° I X _ V_ I ® ~ I 461.44 I I I I a 11 �O I I I ° I 1 T- I I ►.�� I 1 I I 1 i Q i 1 • I I 1 I I 1 I I I I 1 I I O d I `- FF=462.71 i I 1 d -- a I 1 461.66 I O I • I \ � I � � I \ d. J 461.51 d / I I I d' • I d r.---- _---- _______.___--___.__-----____.____ __________ ______ __________ ------------------- I I I ® O 0 0 O O O O I I I I I lO j � j O I I I I I I • I I I I I I I I I I I I I I I I I I 1 ____________________________� a d XX.XX XX r•0- FF \ / FUTURE GRADE �(XXX,X*) EXISTING GRADE (MATCH WHERE APPLICABLE) a 1 a/ 50 CONTOUR MAJOR (FG) . / i m d I ° I a I . da d. � a d r.---- _---- _______.___--___.__-----____.____ __________ ______ __________ ------------------- I I I ® O 0 0 O O O O I I I I I lO j � j O I I I I I I • I I I I I I I I I I I I I I I I I I 1 ____________________________� I I I 0 I I i I � i 1 L_____________________________ _ VAN c 462 d a p d 461 / d XX.XX XX r•0- FF \ FG FUTURE GRADE �(XXX,X*) EXISTING GRADE (MATCH WHERE APPLICABLE) EX. CONTOUR MAJOR 1 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) s i d I a I / \\ FF=462.71 11 II II f____T II II 11 L___ __ ({) L _____ L____ I I I 0 I I i I � i 1 L_____________________________ _ VAN c 462 d a p d 461 / d XX.XX XX r•0- FF FINISHED FLOOR FG FUTURE GRADE �(XXX,X*) EXISTING GRADE (MATCH WHERE APPLICABLE) EX. CONTOUR MAJOR 48 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) s i d I a 459.64 — ` — — — — — — J 461.72 461.85 .78 SHEET NOTES ROWELL R 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. `/ R O KAW 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 541 4851003 rowellbrokaw.com Architecture. Design. Strategy. GRADING LABEL LEGEND STAMP CALLOUT DESCRIPTION J X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) [X.X%] SLOPE ORIENTATION � � (DOWNHILL) DIRECTION OF Q�<(� MAXIMUM GRADE SPOT ELEVATION DESCRIPTION LISTED BELOW. CJO SHEET LEGEND NO DESCRIPTION MEANS TP OR TG XX.XX XX r•0- FF FINISHED FLOOR FG FUTURE GRADE �(XXX,X*) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND r•0- DRAINAGE FLOW DIRECTION ----------- GRADE BREAK 48 EX. CONTOUR MINOR -----50----- EX. CONTOUR MAJOR 48 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) (S SCALE 1 INCH = 10 FEET 10 0 10 20 1Tff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.Knff.. REVISIONS TO THIS SHEET REV. DATE SETISSUE DATE SO SET 2023-07-14 SITE REVIEW 2023-10-20 PROJECT TRACKING PROJECT NO: 2204 DRAWN BY: MR DESIGNER: MAR PM: MK Owner SII, CORNERSTONE COMMUNITY HOUSING Project Name 16TH ST SPRINGFIELD Project Address 1875 16TH ST SPRINGFIELD, OR GRADING PLAN C4.0 A O O SiteAssisP FOR STORMTECH INSTALLATION INSTRUCTIONS VISIT OUR APP 7k Advanced Drainage Systems, Inc. SC- CHAMBERS 60LP STORMTECH CHAMBER SPECIFICATIONS 1. P. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, 'STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM P2787, 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75 -YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1 -WEEK) PASHTO DESIGN TRUCK. ]. REQUIREMENTS FOR HANDLING AND INSTALLATION: TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN I.Y. TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 4DO LBS/FT/%. THE ASC IS DEFINED IN SECTION 8.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73' F 123- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO _RFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE T5 -YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. STORMTECH HIGHLY RECOMMENDS SC-16OLP CHAMBER FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES WEIR WEIR HEIGHT TBD BY SUMP DEPTH TBD BY SITE DESIGN ENGINEER SITE DESIGN ENGINEER (24"[600 mm] MIN RECOMMENDED) STEP n INSPECT ISOLATOR ROW PLUS FOR SEDIMENT IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-160LP SYSTEM 1. STORMTECH SC-16OLP CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH SG160UP CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-16OLP CONSTRUCTION GUIDE". 3. FOUNDATION STONE AND EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE; AASHTO M43 #3,357,4, 467, 5, 56, OR 57. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. THE DEPTH OF FOUNDATION STONE SHALL BE DETERMINED BASED ON THE SUBGRADE BEARING CAPACITY PROVIDED BY THE SITE DESIGN ENGINEER. 6. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES CONCERNING CHAMBER FOUNDATION DESIGN AND SUBGRADE BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 7. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 8. CHAMBERS SHALL BE INSTALLED 'TOE TO TOE". NO ADDITIONAL SPACING BETWEEN ROWS IS REQUIRED. 9. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 10. ADS RECOMMENDS THE USE OF'FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-160LP CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SCA SOUP CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SCA 06LP CONSTRUCTION GUIDE". 2. FULL 36"(900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. 8' (200 mm) HDPE ACCESS PIPE REQUIRED USE 8' OPEN END CAP PART #: SC1601EPP08 A INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.A. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3- (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE I) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3' (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JENAC PROCESS A A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OFJENAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRAMS, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 3 SC -160 LP ARCH CHAMBERS SCALE: NTS SC-160LP ISOLATOR ROW PLUS DETAIL OPTIONAL INSPECTION PORT SC-16OLP END CAP ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS STORMTECH 5 STORMTECH CHAMBER UTLET MANIFOLD FOUNDATION) STONE BENEATH CHAMBERS ADS GEOSVNTHETI NON -WOVEN GEOTEXTILE J STORMTECH END CAP FOUNDATION STONE BENEATHCHAMICBERS ADS GEOSVNTHETI S601T NON -WOVEN GEOTEXTILE - .. _DESIGN ENGINEER 4' (100 mm) TYP FOR SC -310 & SC-16OLP SYSTEMS 6'(150 mm) TYP FOR SC -740, DC -780, MC -3500, MC4500 & MC -7200 SYSTEMS CONCRETE COI PAVEMEN CONCRETE SLAB 6' (150 mm) MIN THICKNESS STORMTECH CHAMBER UNDERDRAIN DETAIL BECTION AA DUAL WALL PERFORATED HDPE UNDERDRAIN SECTION B -B )NCRETE COLLAR NOT REQUIRED IR UNPAVED APPLICATIONS T NYLOPIAST INSPECTION PORT BODY (PART# 27DBAG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER 4"(100 mm) SDR 35 PIPE 4"(100 mm)INSERTA TEE TO BE CENTERED ON CORRUGATION CREST NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST. SC SERIES CHAMB n n n n n n I nn n n n nl^ • 11111 111 l 111/11/1 I II�111111�11I I�,IIII,�A 1 I�11111�1 I I�1111111 111111.1 1 !� • �i V I I I �' O� I I I' I' O • •I • I IIIIIIIIIII'IIIIIIIIIIIIIIIIIIII 1111111 IIII'IIIII�IIIIIII�IIII III�III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIII ■ NOMINAL CHAMBER SPECIFICATIONS SIZE IN X H X INSTALLED LENGTH) 25.0"X 12.W X BSA' (635 mm X 305 mm X 2169 mm) CHAMBER STORAGE 6.85 CUBIC FEET (0.19m°) MINIMUM INSTALLED STORAGE` 16.0 CUBIC FEET (0.45 m') WEIGHT 24.0 lite. (10.9k9) 'ASSUMES S" (152 mm) ABOVE, Y (152 mm) BELOW, AND STONE BETWEEN CHAMBERS WITH 40% STONE POROSITY PART 0 STUB A SC180EPP 8"(150 mm) 0.66"(16 mm) 8" (200 mm) 0.80' (20 mm) SC160EPKB 8" (200 mm) 0.96' (24 mm) ALL STUBS ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888892-2694. NOTE: ALL DIMENSIONS ARE NOMINAL 2�/�//��%/ SC-160LP TECHNICAL SPECIFICATIONS ACCEPTABLE FILL MATERIALS: STORMTECH SC-160LP CHAMBER SYSTEMS PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN. CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: 'CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO MI STONE', 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN V (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER 13' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C OR -D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ADS GEOSVNTHETICS 6017 NON -WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) cFaarnnlaiei4ev 6"(150mm) 14" 10' '.ozv ls:ommA _ii MIN (350 mm) (3.0 M IN. MAX 12'(300mm)MIN-I 25' SG16OLP \\\` NO SPACING REQUIRED) i IS 35 mm) END CAP BETWEEN CHAMBERS SUBGNOTES: (SEE NOTE 3SOILS 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. LOAD CONFIGURATIONS SHALL INCLUDE: 1)INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75 -VR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1 -WEEK) AASHTO DESIGN TRUCK. 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 1.5' • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 400 _BS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F 123- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 1 �O/O�OO��O��OOOOO�O��OOOOOOO���OOOOOO��OO/ SC-160LP CROSS SECTION DETAIL 1Y I THIS CROSS SECTION DETAIL REPRESENTS PASHTO MATERIAL NTSOUT FOR ION. MINIMUMSEE MATERIAL LOCATION DESCRIPTION MAR COMPACTION / DENSITY REQUIREMENT MK DEPTH OF BASE STONE TO BE DETERMINED CLASSIFICATIONS BY SITE DESIGN ENGINEER 6"(150 mm)MIN MIN FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP REPAREPE SITE DESIGN PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED ENGINENTMATERIALAE D OF THE Y' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A TRIN ENTMA. ND STRINGENT UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION SUBBASE MAY BE PART OF THE D' LAYER AASHTO M145' BEGIN COMPACTIONS AFTER 12-(300 mm) OF MATERIAL OVER INITIAL FILL: FILL MATERIAL FOR LAVER'C' STARTS FROM THE TOP la: FILLMATERIALLAYERSTA FROM THE GRANULAR WELL -GRADED SOIUAGGREGATE MIXTURES, <35% FINES OR A-1, A-2-4, A-3 THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN PROCESSED AGGREGATE. 6' (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C NE (OR OF THE 355 ABOVETHE OF THE EMBEDMENT STOOTETHATPAVEM W(M5NT OR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR BT) HE CH BEA MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS PROCESSED AGGREGATE MATERIALS. ROLLER GROSS PART OF LAVER. LAYER. AASHTO M43' VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 KN). DYNAMIC 3, 357, 4, 467, 5, 58, 57, 6, 87, 68, 7, 78, 8, 89, 9, 10 FORCE NOT TO EXCEED 20,000 IN (89 IN), B EMBEDMENTSTONE:FILLSURROUNDING THE CHAMBERS FROM CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' NO COMPACTION REQUIRED. THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. 3, 35], 4, 48], 5, 58, 5] A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE PASHTO M43^ PLATE COMPACT OR ROLL TO ACHIEVE AFLAT SURFACE za SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3, 35], 4, 46], 5, 56, 57 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN. CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: 'CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO MI STONE', 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN V (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER 13' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C OR -D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ADS GEOSVNTHETICS 6017 NON -WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) cFaarnnlaiei4ev 6"(150mm) 14" 10' '.ozv ls:ommA _ii MIN (350 mm) (3.0 M IN. MAX 12'(300mm)MIN-I 25' SG16OLP \\\` NO SPACING REQUIRED) i IS 35 mm) END CAP BETWEEN CHAMBERS SUBGNOTES: (SEE NOTE 3SOILS 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. LOAD CONFIGURATIONS SHALL INCLUDE: 1)INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75 -VR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1 -WEEK) AASHTO DESIGN TRUCK. 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 1.5' • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 400 _BS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F 123- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 1 �O/O�OO��O��OOOOO�O��OOOOOOO���OOOOOO��OO/ SC-160LP CROSS SECTION DETAIL 1Y I THIS CROSS SECTION DETAIL REPRESENTS (305(305 mm) NTSOUT FOR ION. MINIMUMSEE MR PLEASE SEE THE LAYOUT SHEETS) FOR THE SHEETS) MAR PROJECT SPECIFIC REQUIREMENTS. MK DEPTH OF BASE STONE TO BE DETERMINED 12"(300 mm) BY SITE DESIGN ENGINEER 6"(150 mm)MIN MIN t 01 E N OE m O OD JON DO Z V < _ 2p Lu Q O J M, J 4 _ 0a /E Im d SHEET 0 W} QJ 9 r LU 0 Mz w2 = o� MW to z J Z3 F Z W W OZ Z - OU F w O Q� NW Z = LJ 2 N HH W F WZ J w D. a� OJ rn ZO Ow �F O Z SN FOZ Oz WZ up W ~ >j ZZ p 0 a� W� Q: U ow QJO ara MEO O p:w= E O C) ~W 3J 0 Lei aw� W W W =JU MM O0W K< UJ U Z_w >Ow z WZO Z, W (9-0 W xOFa 0 Lei z2H RE- W Lu W zWLE = L73F WZ<= Z>wr QZU_K W y , WZ M W 0 W uEFO r WWO 0- 1- 1- O>0n zmZ QOW UJ = J W on N W n Q a O0 O p0K QRW< w Z U F�O W<Wwaw LHa W O. Ww< M�O 0 OWZ UJJ < D M J O _u Ww< yaLE =m= E_ F N O MOW Wu 0. LU UUJ 0. 5 W O IL 0 =Nw r w oZ2 <WZ WW U < �Z= N<W WZ0 N-0 LUZ,C7 W J 0UJ Ow OwO w w'x� �a�n UJ oWZ < D w ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541485 1003 rowellbrokaw.com Architecture. Design. Strategy. STAMP 5J CO 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www."ff.. REVISIONS TO THIS SHEET REV. DATE SETISSUE DATE SD SET SITE REVIEW 2023-07-14 2023-10-20 PROJECT TRACKING PROJECT NO: 2204 DRAWN BY: MR DESIGNER: MAR PM: MK Owner SII, CORNERSTONE 0IIIIIIIIIl COMMUNITY HOUSING Project Name 16TH ST SPRINGFIELD Project Address 1875 16TH ST SPRINGFIELD, OR CIVIL DETAILS C5.0 GROWING MEDIUM SEE PLANTINGS, SEE SPECS LANDSCAPE PLANS r 9' MAX. DEPTH 12", TYP. VARIES BOTTOM OF BASIN NOTE �/ `% Z (I Iii-7�ii _ _� =i SAME AS BOTTOM I I- T . AREA. MIN. 3' 3" GRAVEL LENSE 30 MIL. IMPERMEABLE LINER DRAINAGE � 4" PVC PERF. PIPE FOR EXTENT FILL OF BASIN. NOTE: SLOPE TO DRAIN. 1. INSTALL 2" THICK LAYER OF PEA GRAVEL OR OTHER NON -FLOATING MULCH AS APPROVED BY LANDSCAPE ARCHITECT. TYP. VEGETATED FILTRATION BASIN I SCALE: NTS ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541 4851003 rowellbrokaw.com Architecture. Design. Strategy. STAMP 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.k e.. REVISIONS TO THIS SHEET REV. DATE SETISSUE DATE SO SET SITE REVIEW 2023-07-14 2023-10-20 PROJECT TRACKING PROJECT NO: 2204 DRAWN BY: MR DESIGNER: MAR PM: MK Owner �� CORNERSTONE WlIIIIIIIIIIII11 COMMUNITY HOUSING Pmlect Name 16TH ST SPRINGFIELD Pmlect Addrees 1875 16TH ST SPRINGFIELD, OR CIVIL DETAILS C5.1 F— LU W W 2 O) r SIG (N V x O � 4 SPBG 4 SPBG VISION CLEARANCE TRIANGLE TYP. 7 VIn PROPOSED aG BUILDING \O N GARDEN B 7 VID 0 1 0 1 ZSVG 1 ZSVG 6PL0 EXISTING FENCE TO REMAIN 3THPH 3 PLO 27 NAD L 10 COS 44 CAMV 5 MAN 7 AUC D D D 4 COSK 4 COSK 6 MAN 37 IT o 0 0 - - - " VIII 1 2 EUAC 1 JUPA 2 34 IT . RAIN GARDEN A aCOSK •152Cno 44 It 6 VID 500 SF C SK4 66 JUPA .. 1 ACRR LAWN . -C 4 VID 5 VID 3 POM )M 1 ACC 1 ACC 1 ACC 3 CAJP .5 VID D 2 DAB3POM 2 DAB 2 DAB 3 POM- -- �� 4 PIF 3 POM 4 PIF •A — v v • 1-VIF • 2 PIJT N GARDEN D W&WWWAWlrll !'ri@ IlLtlr!_<E+G�111 • • i ■ ■ 1 0 V � � a%' 0 0 ,®\\moi w�. DAB 12 BC F C Q 1 ... MAR ■I � �:, app °�..,' \! �� ■I �i Will 13 T 37 DC OEM LIM �'•.x GARDEN H 1L -AIN01:1\111111 -w \ mmo "MA110 PROPOSED BUILDING RAIN GARDEN ��itiiiiiiita7t��i.L�aa ���itttttta�►�Bmar�aal ����is7��arias�. ��������♦�I` 1 EmEmi M 1 ACRR SR I.� • 1 70 DC �1VilA.—AA�5 NADL � CAO L-1' ---RAIN GARDEN G �I . , 2 COS ,. �IIII �����••� __—_ �p I • 1 1 "• . SK GARDEN K Ji 40 HEAG Wt� PROPOSEN $.lllf��% 7PEAH BUILDING 4.Y 'E lght.rt lZ. il�� t 1tit l��titEVEN MINO GARDEN 7 VID 0 1 0 1 ZSVG 1 ZSVG 6PL0 EXISTING FENCE TO REMAIN 3THPH 3 PLO 27 NAD L 10 COS 44 CAMV 5 MAN 7 AUC D D D 4 COSK 4 COSK 6 MAN 37 IT o 0 0 - - - " VIII 1 2 EUAC 1 JUPA 2 34 IT . RAIN GARDEN A aCOSK •152Cno 44 It 6 VID 500 SF C SK4 66 JUPA .. 1 ACRR LAWN . -C 4 VID 5 VID 3 POM )M 1 ACC 1 ACC 1 ACC 3 CAJP .5 VID D 2 DAB3POM 2 DAB 2 DAB 3 POM- -- �� 4 PIF 3 POM 4 PIF •A — v v • 1-VIF • 2 PIJT N GARDEN D W&WWWAWlrll !'ri@ IlLtlr!_<E+G�111 • • i ■ ■ 1 0 V � � a%' 0 0 ,®\\moi w�. DAB 12 BC F C Q 1 ... MAR ■I � �:, app °�..,' \! �� ■I �i Will 13 T 37 DC OEM LIM �'•.x GARDEN H 1L -AIN01:1\111111 -w \ mmo "MA110 PROPOSED BUILDING RAIN GARDEN ��itiiiiiiita7t��i.L�aa ���itttttta�►�Bmar�aal ����is7��arias�. ��������♦�I` 1 EmEmi M 1 ACRR 1 ZSVG 0 ROW E LL LEGEND BROKAW qDECIDUOUS TREES NEW CONCRETE PAVING 1203 Willamette Street Suite 210 8' BENCH Eugene, Oregon 97401 5414851003 (1) PROPOSED rowel I brokaw.com CONIFEROUS TREES 12' BENCH Architecture. Design. Strategy. (2) PROPOSED STAMP �•t FLEXIBLE SEATING 1279 1< IRRIGATED LAWN OWNER SUPPLIED 279 "O MULCH AREA Davld J. Dougherty E SHRUBS El 793 SQUARE FEET PROPOSED U 4 -DEPTH �� OREGON �. ®® GROUNDCOVERS ®®� NATURAL AREA ELEMENTS Ogl'E Ag LOGS, ROUNDED ROCKS AND STUMPS OWNER SUPPLIED NOT FOR CONSTRUCTION IRRIGATION SYSTEM DESCRIPTION 1. AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE. MULCH 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. GENERAL NOTES 1. SEE A-100 FOR SITE PLAN AND ALL SITE FEATURES INCLUDING LIGHTING. 2. SEE CIVIL PLANS FOR GRADING DOCUMENTATION. 3. SEE LA -2 FOR ALL PLANT SCHEDULES. 4. PROPOSED PERCENTAGE OF PROPERTY LANDSCAPED (15% REQUIRED): 4.1. TOTAL PROPOSED LANDSCAPE AREA: 16,471 4.2. TOTAL PROPERTY AREA: 58,048 4.3. PROPOSED PERCENTAGE: 16,471 / 58,048 = 28% 5. BREAKDOWN OF PROPOSED LANDSCAPE AREAS: 5.1. STORM WATER FACILITY: 3,260 SF PROPOSED. 24" GROWING MEDIUM. 5.2. IRRIGATED PLANTING: 10,233 SF PROPOSED. 6" IMPORTED SOIL. 5.3. IRRIGATED LAWN 2,978 SF PROPOSED. 24" IMPORTED TOPSOIL. LANDSCAPE GUIDELINES NEW FENCE PROPERTY LINE SETBACK A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. B. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 155-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAYERS NOT MORE THAN 8" DEPTH. COMPACT EACH LAYER AT 85 PERCENT. STORM WATER FACILITIES 1. PLACE 12" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT RAIN GARDENS. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT RAIN GARDENS. C PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. D MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO VAT PAVING EDGES. MULCH STORM WATER FACILITIES WITH 1" DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES O RAIN GARDEN WITH 3" DEPTH FIR BARK MULCH. E MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. F WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. LANDSCAPE PLAN 0 2 5 10 20 40 SCALE: 1" = 10'-0" DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com REV. DATE �9�u��r1�ILv�a Owner d%0 CORNERSTONE ■� COMMUNITY HOUSING Purled Name 16TH ST SPRINGFIELD Purled Address 1875 16TH ST SPRINGFIELD, OR LANDSCAPE PLAN NORTH LA 1 1 70 DC L-1' X41 �W/�1 ��Il�1Yl .... _ 42 CAMV I , GARDEN � 1 ,. . �����••� __—_ �p Ji Wt� 4.Y 'E lght.rt lZ. il�� t 1tit l��titEVEN 1 ZSVG 0 ROW E LL LEGEND BROKAW qDECIDUOUS TREES NEW CONCRETE PAVING 1203 Willamette Street Suite 210 8' BENCH Eugene, Oregon 97401 5414851003 (1) PROPOSED rowel I brokaw.com CONIFEROUS TREES 12' BENCH Architecture. Design. Strategy. (2) PROPOSED STAMP �•t FLEXIBLE SEATING 1279 1< IRRIGATED LAWN OWNER SUPPLIED 279 "O MULCH AREA Davld J. Dougherty E SHRUBS El 793 SQUARE FEET PROPOSED U 4 -DEPTH �� OREGON �. ®® GROUNDCOVERS ®®� NATURAL AREA ELEMENTS Ogl'E Ag LOGS, ROUNDED ROCKS AND STUMPS OWNER SUPPLIED NOT FOR CONSTRUCTION IRRIGATION SYSTEM DESCRIPTION 1. AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE. MULCH 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. GENERAL NOTES 1. SEE A-100 FOR SITE PLAN AND ALL SITE FEATURES INCLUDING LIGHTING. 2. SEE CIVIL PLANS FOR GRADING DOCUMENTATION. 3. SEE LA -2 FOR ALL PLANT SCHEDULES. 4. PROPOSED PERCENTAGE OF PROPERTY LANDSCAPED (15% REQUIRED): 4.1. TOTAL PROPOSED LANDSCAPE AREA: 16,471 4.2. TOTAL PROPERTY AREA: 58,048 4.3. PROPOSED PERCENTAGE: 16,471 / 58,048 = 28% 5. BREAKDOWN OF PROPOSED LANDSCAPE AREAS: 5.1. STORM WATER FACILITY: 3,260 SF PROPOSED. 24" GROWING MEDIUM. 5.2. IRRIGATED PLANTING: 10,233 SF PROPOSED. 6" IMPORTED SOIL. 5.3. IRRIGATED LAWN 2,978 SF PROPOSED. 24" IMPORTED TOPSOIL. LANDSCAPE GUIDELINES NEW FENCE PROPERTY LINE SETBACK A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. B. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 155-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAYERS NOT MORE THAN 8" DEPTH. COMPACT EACH LAYER AT 85 PERCENT. STORM WATER FACILITIES 1. PLACE 12" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT RAIN GARDENS. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT RAIN GARDENS. C PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. D MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO VAT PAVING EDGES. MULCH STORM WATER FACILITIES WITH 1" DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES O RAIN GARDEN WITH 3" DEPTH FIR BARK MULCH. E MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. F WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. LANDSCAPE PLAN 0 2 5 10 20 40 SCALE: 1" = 10'-0" DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com REV. DATE �9�u��r1�ILv�a Owner d%0 CORNERSTONE ■� COMMUNITY HOUSING Purled Name 16TH ST SPRINGFIELD Purled Address 1875 16TH ST SPRINGFIELD, OR LANDSCAPE PLAN NORTH LA 1 N v X 0 M PLANT SCHEDULE GENERAL TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS ACC 7 Acer circinatum Vine Maple 6' ht. Multi -stem, B&B ACRR 5 Acer rubrum'Red Sunset' Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. MAST 5 Magnolia kobus stellata'Royal Star' Royal Star Magnolia 2" cal. Matching, full. MASU 8 Magnolia x'Susan' Susan Magnolia 2" cal. Matching, full. THPH 4 Thuja plicata'Hogan Hogan Cedar 8' ht. matching, full, B&B ZSVG 13 Zelkova serrate 'Village Green' Sawleaf Zelkova 2" cal. Matching, limbed up to approx. 6 ft. Slough Sedge SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS AUC 37 Arbutus unedo'Compacta' Dwarf Strawberry Tree 5 gal matching, full CAJP 5 Camellia japonica 'Purity' Purity Camelia 5 gal Matching, full COSK 44 Cornus sericea 'Kelsey!' Dwarf Redtwig Dogwood 2 gal Matching, full DAB 12 Daphne x burkwoodii'Carol Mackie' Carol Mackie Daphne 3 gal Matching, full EUAC 31 Euonymus alatus'Compactus' Compact Burning Bush 5 gal Matching, full FOG 15 Fothergilla gardenii Dwarf Fothergilla 3 gal Matching, full GS 23 Gaultheria shallon Salal 5 gal Matching, full ICC 5 Ilex crenata'Compacts' Japanese Holly 2 gal Matching, full NADF 11 Nandina domestics 'Fire Power Firepower Nandina 3 gal Matching, full, staked NADL 75 Nandina domestics 'Lemon Hill' Lemon Hill Nandina 2 gal Matching, full PUT 2 Pieris japonica 'Temple Bells Pieris 5 gal Matching, full PIF 36 Pieris japonica 'forest flame' Forest Flame Pieris 5 gal Matching, full POM 39 Polystichum munitum Western Sword Fern 3 gal Matching, full PLO 63 Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel 5 gal Matching, full SPB 3 Spiraea betulifolia Birchleaf Spirea 3 gal Matching, full. SPBG 40 Spiraea x bumalda'Goldmound' Gold Mound Spirea 3 gal Matching, full VID 148 Viburnum davidii David Viburnum 3 gal Matching, full VIP 3 Viburnum plicatum tomentosum Doublefile Viburnum 5 gal Matching, full GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS BC 12 Bergenia crassifolia Siberian -tea 1 gal. Matching, full. DC 77 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. HEAG 20 Hebe x'Autumn Glory' Autumn Glory Hebe 2 gal Matching, full LM 37 Lidope muscari'Big Blue' Big Blue Lilyturf 1 gal Matching, full, 20" o.c. MAR 50 Mahonia repens Creeping Mahonia 1 gal Matching, full. PT 29 Pachysandra terminalis Japanese Pachysandra 1 gal. Matching, full. PEAH 62 Pennisetum alopecuroides'Hameln' Hameln Fountain Grass 1 gal Matching, full PEBL 25 Pennisetum alopecuroides'Little Bunny' Little Bunny Fountain Grass 1 gal. Matching, full. RFG 31 Rudbeckia fulgida'Goldstrum' Coneflower 1 gal 15" o.c. PLANT SCHEDULE RAIN GARDEN A - 500 SF 30 SHRUBS REQUIRED, 31 PROPOSED SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS COS 10 Cornus sericea Red Twig Dogwood 30" ht. Matching, full COSK 10 Cornus sericea 'Kelsey!' Dwarf Redtwig Dogwood 2 gal Matching, full MAN 11 Mahonia nervosa Oregon Grape 3 gal Matching, full SIZE 400 GROUNDCOVER REQUIRED, 499 PROPOSED GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAMV 44 Carex morrowii'Variegate' Variegated Japanese Sedge 4" pot Matching full. CAO 152 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. IT 115 Iris tenax Oregon Iris bulb Matching, full JUPA 188 Juncus patens California Gray Rush 4"pot Matching, full, 12" o.c. PLANT SCHEDULE RAIN GARDEN B - 126 SF 8 SHRUBS REQUIRED, 8 SHRUBS PROPOSED SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS COSK 5 Comus sericea'Kelseyi Dwarf Redtwig Dogwood 2 gal Matching, full HD 3 Holodiscus discolor Ocean -spray 3 gal Matching, full SIZE 101 GROUNDCOVER REQUIRED, 102 PROPOSED GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAO 15 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. HEAG 47 Hebe x'Autumn Glory Autumn Glory Hebe 2 gal Matching, full LUPO 40 Lupinus polyphyllus Large -leaved Lupine 1 gal Matching, full. PLANT SCHEDULE RAIN GARDEN C - 97 SF 6 SHRUBS REQUIRED, 6 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS GS 6 Gaultheria shallon Salal 5 gal Matching, full COSK 78 GROUNDCOVER REQUIRED, 84 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAO 19 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. DC 29 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 30 Mahonia repens Creeping Mahonia 1 gal Matching, full. POM 6 Polystichum munitum Western Sword Fern 3 gal Matching, full PLANT SCHEDULE RAIN GARDEN D - 112 SF 7 SHRUBS REQUIRED, 7 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS GS 7 Gaultheria shallon Salal 5 gal Matching, full COSK 90 GROUNDCOVER REQUIRED, 111 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS DC 56 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 48 Mahonia repens Creeping Mahonia 1 gal Matching, full. POM 7 Polystichum munitum Western Sword Fern 3 gal Matching, full PLANT SCHEDULE RAIN GARDEN E - 105 SF 6 SHRUBS REQUIRED, 7 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS GS 7 Gaultheria shallon Salal 5 gal Matching, full COSK 84 GROUNDCOVER REQUIRED, 84 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS DC 37 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 29 Mahonia repens Creeping Mahonia 1 gal Matching, full. POM 8 Polystichum munitum Western Sword Fern 3 gal Matching, full PLANT SCHEDULE RAIN GARDEN F - 116 SF 7 SHRUBS REQUIRED, 7 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS GS 7 Gaultheria shallon Salal 5 gal Matching, full COSK 93 GROUNDCOVER REQUIRED, 109 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAO 20 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. DC 41 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 43 Mahonia repens Creeping Mahonia 1 gal Matching, full. POM 5 Polystichum munitum Western Sword Fern 3 gal Matching, full PLANT SCHEDULE RAIN GARDEN G - 218 SF 13 SHRUBS REQUIRED, 13 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS COS 2 Comus sericea Red Twig Dogwood 30" ht. Matching, full COSK 8 Comus sericea 'Kelsey!' Dwarf Redtwig Dogwood 2 gal Matching, full MAA 3 Mahonia aquifolium Oregon Grape 5 gal Matching, full 4" pot 174 GROUNDCOVER REQUIRED, 187 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAO 21 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. FC 46 Fragaria virginiana Wild Strawberry 4" pot Matching, full. HEAG 80 Hebe x'Autumn Glory' Autumn Glory Hebe 2 gal Matching, full JUPA 40 Juncus patens California Gray Rush 411pot Matching, full, 12" o.c. PLANT SCHEDULE RAIN GARDEN H - 254 SF 15 SHRUBS REQUIRED, 15 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS GS 15 Gaultheria shallon Salal 5 gal Matching, full GS 203 GROUNDCOVER REQUIRED, 319 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAO 35 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. DC 75 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 89 Mahonia repens Creeping Mahonia 1 gal Matching, full. POM 16 Polystichum munitum Western Sword Fern 3 gal Matching, full PLANT SCHEDULE RAIN GARDEN 1- 296 SF 18 SHRUBS REQUIRED, 20 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS COSK 5 Cornus sericea-Kelseyf Dwarf Redtwig Dogwood 2 gal Matching, full GS 15 Gaultheria shallon Salal 5 gal Matching, full SIZE 237 GROUNDCOVER REQUIRED, 269 PROPOSED GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAMV 23 Carex morrowii'Variegate' Variegated Japanese Sedge 4" pot Matching full. CAO 77 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. DC 86 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 74 Mahonia repens Creeping Mahonia 1 gal Matching, full. POM 9 Polystichum munitum Western Sword Fern 3 gal Matching, full PLANT SCHEDULE RAIN GARDEN J - 261 SF 16 SHRUBS REQUIRED, 16 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS GS 16 Gaultheria shallon Salal 5 gal Matching, full SPB 209 GROUNDCOVER REQUIRED, 214 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAO 35 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. DC 75 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 87 Mahonia repens Creeping Mahonia 1 gal Matching, full. POM 17 Polystichum munitum Western Sword Fern 3 gal Matching, full PLANT SCHEDULE RAIN GARDEN K - 98 SF 6 SHRUBS REQUIRED, 11 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS COSK 6 Cornus sericea'Kelseyi Dwarf Redtwig Dogwood 2 gal Matching, full SPB 5 Spiraea betulifolia Birchleaf Spirea 3 gal Matching, full. MAN 78 GROUNDCOVER, 82 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAO 19 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. FC 23 Fragaria virginiana Wild Strawberry 4" pot Matching, full. HEAG 39 Hebe x'Autumn Glory' Autumn Glory Hebe 2 gal Matching, full PLANT SCHEDULE RAIN GARDEN L - 111 SF 7 SHRUBS REQUIRED, 11 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS COSK 4 Cornus sericea-Kelsey!' Dwarf Redtwig Dogwood 2 gal Matching, full SPB 7 Spiraea betulifolia Birchleaf Spirea 3 gal Matching, full. MAN 89 GROUNDCOVER REQUIRED, 113 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAO 25 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. FC 51 Fragaria virginiana Wild Strawberry 4" pot Matching, full. HEAG 37 Hebe x'Autumn Glory' Autumn Glory Hebe 2 gal Matching, full PLANT SCHEDULE RAIN GARDEN M - 531 SF 32 SHRUBS REQUIRED, 32 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS COS 8 Cornus sericea Red Twig Dogwood 30" ht. Matching, full COSK 10 Cornus sedcea'Kelseyi Dwarf Redtwig Dogwood 2 gal Matching, full MAN 13 Mahonia nervosa Oregon Grape 3 gal Matching, full 1 gal. 425 GROUNDCOVER REQUIRED, 525 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CAMV 42 Carex morrowii'Variegata' Variegated Japanese Sedge 4" pot Matching full. CAO 129 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. DC 124 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. JUPA 186 Juncus patens California Gray Rush 4"pot Matching, full, 12" o.c. MAR 44 Mahonia repens Creeping Mahonia 1 gal Matching, full. PLANT SCHEDULE RAIN GARDEN N - 126 SF 8 SHRUBS REQUIRED, 9 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS GS 9 Gaultheria shallon Salal 5 gal Matching, full 101 GROUNDCOVER REQUIRED, 105 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS DC 59 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 41 Mahonia repens Creeping Mahonia 1 gal Matching, full. POM 5 Polystichum munitum Western Sword Fern 3 gal Matching, full PLANT SCHEDULE RAIN GARDEN O - 86 SF 5 SHRUBS REQUIRED, 6 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS GS 6 Gaultheria shallon I Salal 5 gal I Matching, full 69 GROUNDCOVER REQUIRED, 75 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS DC 37 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 35 Mahonia rapers Creeping Mahonia 1 gal Matching, full. POM 3 Polystichum munitum Western Sword Fern 3 gal Matching, full PLANT SCHEDULE RAIN GARDEN P - 89 SF 5 SHRUBS REQUIRED, 6 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS GS 16 Gaultheria shallon Salal 5 gal Matching, full 71 GROUNDCOVER REQUIRED 74 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS DC 35 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 34 Mahonia repens Creeping Mahonia 1 gal Matching, full. POM 5 Polystichum munitum Western Sword Fern 3 gal Matching, full PLANT SCHEDULE RAIN GARDEN Q - 134 SF 8 SHRUBS REQUIRED, 8 PROPOSED. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS GS 8 Gaultheria shallon I Salal 5 gal I Matching, full 107 REQUIRED, 116 PROPOSED. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS DC 61 Deschampsia cespitosa Tufted Hair Grass 1 gal. Matching, full. MAR 149 Mahonia repens Creeping Mahonia 1 gal Matching, full. POM 6 Polystichum munitum Western Sword Fern 3 gal Matching, full NOTE: ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel I brokaw.com Architecture. Design. Strategy. STAMP 1279 _` �1< 279 O • �� David J. Dougherty ,OREGON u` ,pjE Ag NOT FOR CONSTRUCTION DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com REV. DATE 1. ALL RAIN GARDENS ARE LINED. NO TREES ALLOWED. 2. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES SHOWN ON PLAN. SET ISSUE DATE PLANTING SCHEDULES owner d%0 CORNERSTONE M� COMMUNITY HOUSING Project Name 16TH ST SPRINGFIELD Project Address 1875 16TH ST SPRINGFIELD, OR PLANTING SCHEDULES LA -2