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Home My WebLink AboutPlan, Final APPLICANT 4/26/2010r-j- VICINITY MAP G1 -0) Scale: NA NORTH SITE RELIEF NURSERY SITE PLAN REVIEW SPRINGFIELD, C3R DESIGN TEAM OWNER ARCHITECT CIVIL ENGINEER ELECTRICAL CONTRACTOR RELIEF NURSERY ROWELL BROKAW ARCHITECTS, PC BRANCH ENGINEERING BUILDER'S ELECTRIC 870 S. 4nd STREET ONE EAST BROADWAY ST., SUITE 300 310 5th STREET 195 MADISON STREET SPRINGFIELD, OR EUGENE, OR 97401 SPRINGFILED, OR 97477 EUGENE, OR 97402 PHONE: (541) 343-9706 PHONE: (541) 485-1003 PHONE: (541) 746-0637 PHONE: (541) 485-0922 FAX: (541) 485-7344 FAX: (541) 746-0389 FAX: (541) 485-4055 CONTACT: IRENE ALTUCKER, ED CONTACT: LORRI NELSON, AIA, ASSOC. ASLA CONTACT: LANE BRANCH, P.E. CONTACT: STEVE LEUCK DRAWING INDEX G1.0 COVER SHEET GIA BUILDING CODE A1.1 SITE PLAN A1.2 SITE DETAILS A2.2 FLOOR PLAN A3.1 ELEVATIONS L1.1 LANDSCAPE PLAN 1-1.2 PLANT LIST C-1 SITE ASSESSMENT - SURVEY C-2 SITE UTILITIES C-3 GRADING, PAVING & STORMWATER MANAGEMENT C-4 CIVIL DETAILS It F1 L E-1 SITE ELECTRICAL ,b PUZ 0 q lr_ 0 0 (0 4 -7 Fwta� �� N �,� I o f 13 ��ea/ Rowell Brokaw Architects ■ Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax (541) 485-7344 www.rowellbrokaw.com PROJECT: RELIEF NURSERY CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW 2010.04.23 - SITE PLAN REVIEW RESUBMITTAL PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 Site Review - Cover.dwg DATE: 0423.2010 �� f: Y�� f�;l, % SITE RELIEF NURSERY SITE PLAN REVIEW SPRINGFIELD, C3R DESIGN TEAM OWNER ARCHITECT CIVIL ENGINEER ELECTRICAL CONTRACTOR RELIEF NURSERY ROWELL BROKAW ARCHITECTS, PC BRANCH ENGINEERING BUILDER'S ELECTRIC 870 S. 4nd STREET ONE EAST BROADWAY ST., SUITE 300 310 5th STREET 195 MADISON STREET SPRINGFIELD, OR EUGENE, OR 97401 SPRINGFILED, OR 97477 EUGENE, OR 97402 PHONE: (541) 343-9706 PHONE: (541) 485-1003 PHONE: (541) 746-0637 PHONE: (541) 485-0922 FAX: (541) 485-7344 FAX: (541) 746-0389 FAX: (541) 485-4055 CONTACT: IRENE ALTUCKER, ED CONTACT: LORRI NELSON, AIA, ASSOC. ASLA CONTACT: LANE BRANCH, P.E. CONTACT: STEVE LEUCK DRAWING INDEX G1.0 COVER SHEET GIA BUILDING CODE A1.1 SITE PLAN A1.2 SITE DETAILS A2.2 FLOOR PLAN A3.1 ELEVATIONS L1.1 LANDSCAPE PLAN 1-1.2 PLANT LIST C-1 SITE ASSESSMENT - SURVEY C-2 SITE UTILITIES C-3 GRADING, PAVING & STORMWATER MANAGEMENT C-4 CIVIL DETAILS It F1 L E-1 SITE ELECTRICAL ,b PUZ 0 q lr_ 0 0 (0 4 -7 Fwta� �� N �,� I o f 13 ��ea/ Rowell Brokaw Architects ■ Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax (541) 485-7344 www.rowellbrokaw.com PROJECT: RELIEF NURSERY CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW 2010.04.23 - SITE PLAN REVIEW RESUBMITTAL PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 Site Review - Cover.dwg DATE: 0423.2010 K�1� CODE PLAN G1.1 Scale: 1" = 10' -0" er ! i ! 40 40 CODE SUMMARY OCCUPANCIES PRESENT IN THE BUILDING: ! i i . A ! i THE CLASSROOM WING SERVES CHILDREN FROM INFANT TO 5 YEARS OF AGE. THE CLASSROOM WING SHOULD BE CLASSIFIED AS GROUP E AS FOLLOWES: ROOMS 101,106,107, AND 111 FOR PRESCHOOL AGE CHILDREN. TOTAL OCCUPANT LOAD IS 85 INCLUDING STAORAGE AREAS. 305.2: USE OF THE BUILDING FOR CARE OF 5 OR MORE CHILDREN OVER THE AGE OF 2 1/2 SHALL BE CLASIFIED AS GROUP E. ROOMS 119 AND 122 ARE INFANT TODDLER ROOMS: TOTAL OCUPANT LOAD IS 39 INCLUDING STORAGE AREAS. 308.5.2 EXCEPTION - SINGLE STORY CHILD CARE FACILITIES WITH EGRESS DOORS DIRECTLY FROM THE CLASSROOM TO THE EXTERIOR, AND THAT SERVE BETWEEN 5 AND 100 CHILDREN LESS THAN 2 1/2 YEARS OF AGE, SHALL BE CLASIFIED AS GROUP E. BUILDING TYPE: TYPE VB - SPRINKLERED SEPARATIONS: NONSEPARATED OCCUPANCIES (508.3.2) OCCUPANCY: E (MOST RESTRICTIVE OCCUPANCY IN THE STRUCTURE) OCCUPANT LOAD: 260 BUILDING AREA: 14,902 SF ALLOWABLE AREA: PER TABLE 503: 9,500 SF. FRONTAGE INCREASE: 7,125 SF. ( 506.2: 30' MIN OPEN SPACE ON ALL SIDES OF THE BUILDING) SPRINKLER INCREASE: 28,500 SF. ( 506.3: 300% INCREASE FOR SINGLE STORY BUILDING) TOTAL ALLOWABLE: 45,125 SF. BUILDING HEIGHT: ONE STORY WITH MECHANICAL LOFT IN ATTIC ACCESSIBILITY: ALL COMMON AREAS WILL BE FULLY ACCESSIBLE LAND USE NM�AR . — ROOM NAME LOT: _118- 02 -05 -22 -01400 PARCEL LOT SIZE: 101,387 SF. (INCLUDES 2 ESEAMENTS) ZONING: COMUNITY COMMERCIAL MAX LOT COVERAGE: NA MAX HEIGHT: NO MAXIMUM - BLDG IS 180' FROM NORTH ZO PROPERTY LINE / ADJACENT LDR ZONING BUILDING SETBACK: 10 FT ALL SIDES PARKING, DRIVEWAY, 5 FT OUTDOOR STORAGE SETBACK: ALL SIDES E OCCUPANCY CHILD CARE CENTER 7,217 SF B OCCUPANCY OFFICES /MEETING ROOMS 7,704 SF TOTAL BLDG. AREA 14,902 SF Rowell Brokaw Architects Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485 -1003 Fax (541) 4$5-7344 wwwsowellbrokaw.com PROJECT: RELIEF NURSERY CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW . w i ► +a � ` i N # 4. OF PROJECT #: 804 DRAWN BY: PK / I.a.n. CHECKED BY: JR FILE NAME: 804 Site Review - Code.dwg DATE: 11.24.2009 DRAWING: BUILDING CODE G1.1 — ROOM NAME CLASSROOM ROOM NUMBER 51 DAY CARE OCCUPANCY 584 SF 30 OCCUPANT LOAD FACTOR ZO TOTAL OCCUPANTS ROOM AREA Rowell Brokaw Architects Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485 -1003 Fax (541) 4$5-7344 wwwsowellbrokaw.com PROJECT: RELIEF NURSERY CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW . w i ► +a � ` i N # 4. OF PROJECT #: 804 DRAWN BY: PK / I.a.n. CHECKED BY: JR FILE NAME: 804 Site Review - Code.dwg DATE: 11.24.2009 DRAWING: BUILDING CODE G1.1 71-0" 5'-0' EXISTING STREET LIGHT 301-011— EXISTING CURB CUT/ S. 42nd STREET DRIVE TO BE REMOVED - REPAIR CURB AND LANDSCAPING EXISTING STREET LIGHT BIKE RACKS CD SITE PLAN Scale: 1 "-20'-0" NORTH 20' 0 10, 20' 40' TYPICAL HOOP BIKE RACK LAYOUT SEE PLAN FOR LOCATION & # .. . ....... ... 4#41 2'-0" LEGEND -j i EXISTING STREET TREE FX4 0 PROPOSED TREE - SEE LANDSCAPE PLAN C CONCRETE SIDEWALK, UNLESS NOTED OTHERWISE OFFICES MEETING ROOMS CHILD CARE CENTER 7,704 SF 7,217 SF TOTAL BLDG. AREA 14,902 SF PARKING D=nl 11DEXI aDnvncn CHILD CARE CENTER (7,217 SF) 1 SPACE / 350 SF GROSS FLOOR AREA = 21 SPACES 1 DROP-OFF SPACE / 700 SF GROSS FLOOR AREA = 11 SPACES OFFICES (7,685 SF) 1 SPACE / 300 SF GROSS FLOOR AREA 26 SPACES MAXIMUM NUMBER OF COMPACT SPACES 30% TOTAL PARKING SPACES 6'-0" SITE OBSCURING FENCE - 58 SPACES TYP. @ OUTDOOR PLAY AREAS FIRE ACCESS AROUND BUILDING 27 STANDARD SPACES ROUTE OF EGRESS FROM PLAYGROUNDS DIRECTION OF TRAVEL @ PARKING / DRIVE 3 ADA SPACES MAG LOCK @ GATE - CONNECTED TO FIRE ALARM SYSTEM - WITH KEYPAD ACCESS C COMPACT PARKING SPACE D DROP-OFF PARKING SPACE CR ADA CURB RAMP 0-* PARKING LOT LIGHT FIXTURE CONTOUR- PROPOSED CONTOUR - EXISTING -j i EXISTING STREET TREE FX4 0 PROPOSED TREE - SEE LANDSCAPE PLAN C CONCRETE SIDEWALK, UNLESS NOTED OTHERWISE OFFICES MEETING ROOMS CHILD CARE CENTER 7,704 SF 7,217 SF TOTAL BLDG. AREA 14,902 SF PARKING D=nl 11DEXI aDnvncn CHILD CARE CENTER (7,217 SF) 1 SPACE / 350 SF GROSS FLOOR AREA = 21 SPACES 1 DROP-OFF SPACE / 700 SF GROSS FLOOR AREA = 11 SPACES OFFICES (7,685 SF) 1 SPACE / 300 SF GROSS FLOOR AREA 26 SPACES MAXIMUM NUMBER OF COMPACT SPACES 30% TOTAL PARKING SPACES 58 SPACES 58 SPACES 27 STANDARD SPACES 3 ADA SPACES 17 COMPACT SPACES 11 DROP-OFF SPACES BICYCLE PARKING REQUIRED PROVIDED DAY CARE CENTER (7,217 SF) - 19 EMPLOYEES 1 PER 10 EMPLOYEES = 2 (100% LONG TERM) OFFICES (7,704 SF) 1 PER EACH 3,000 SF OF FLOOR AREA 3 (25% LONG TERM) TOTAL BIKE PARKING REQUIRED = 2 SHORT TERM 4 SHORT TERM 3 LONG TERM 4 LONG TERM IMPERVIOUS SURACES SITE AREA 101,387 SF BUILDING FOOTPRINT SIDEWALKS & PATIOS EXISTING BIKE PATH DRIVES & PARKING Rowell Brokaw Architects ■ Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax (541) 485-7344 www.mwelibrokaw.com PROJECT: .. IWI CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW 2010.04.23 - SITE PLAN REVIEW RESUBMITTAL STAMP: D HIN Sit ROWELL 00EN9,0REGON UF PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804-Site Base.dwg DATE: 04.23.2010 DRAWING: SITE PLAN UK, NOT USED Scale: NOT USED Scale: (Tj NOT USED METAL ROOF PANEL Scale: 24 GA. PRE - FINISHED END TRIM 26 GA. PRE - FINISHED METAL DRIP EDGE -RIVET TO END TRIM AT HIGH END 24 GA. PRE - FINISHED END TRIM 26 GA. PRE - FINISHED METAL DRIP EDGE -RIVET TO END TRIM AT RAKES ROOF EDGE Scale: 3 " =1' -0" 3/8" PL STL HINGE MOUNTING PLATE; FASTEN TO CONCRETE WALL W/ (4) 1/2" O X 6" EXPANSION BOLTS FRONT VIEW: SIDE VIEW: TOP VIEW: GATE HINGE GATE HINGE GATE HINGE CMU @ CMU @ CMU 1 GATE HINGE DETAILS (@ CMU WALL) Scale: 1 1/2"=V-011 1/4 "' 17/8" rNm, NOTES ENCLOSURE 1. ALL STL STRUCTURE GALV., SHOP PRIMED, AND FIELD PAINTED BLACK, U.N.O. 2. STEEL FRAME FOR GATE POWDER COATED BLACK. 3. ALL FASTENERS TO BE GALV U.N.O. 4. STEEL FRAME AND GATE COLOR TO BE BLACK 5. STEEL ROOF COLOR TO BE "ZACTIQUE" COLOR 6. CMU COLOR TO BE "KHAN" 7. GLULAM BEAMS AND RAFTERS TO BE STAINED WITH PAINT SYSTEM PS-2 8. PURLINS TO BE PRESERVATIVE - TREATED. " O STL ROD; WELD TO ANGLE; 70 3/16 `J 3/8" X 2" STL BAR @ VERT. EDGES (1) @ EA GATE OF GATE, TYP. FLOOR BOLT BELOW Scale: 1 1/2" = 1' -0" 2X3 CEDAR SCREEN BOARDS, STAINED FINISH, TYP. STL L 1 1/2" 1 1/2" X 3/16" STRAP; PRE -DRILL FOR FASTENERS j,@ EA. SCREEN BOARD PLAN VIEW: ANGLE STRAP SS WOOD SCREWS (ROUND HEAD); FASTEN SCREEN BOARDS @ BACK SIDE THROUGH ANGLE FLANGE STL L 1 1/2" X 1 1/2" X 3/16" STRAP; PRE -DRILL FOR FASTENERS @ EA. SCREEN BOARD LAG SCREWS; ALIGN W/ ANGLE STRAPS; PROVIDE HOLES IN STL ANGLE; STL L2112X2X1 /4 TYP UNO GATE SECTION DETAIL A1.2 Scale: 11/2 " =1' -0" M r _ r N o _ h REF: 3/A1.10 1" SQ X 1/4" STL SPACERS @ 3' O.C. & 8" FROM ANGLE ENDS OR JOINTS, TYP.; WELD TO ANGLE FLANGE 4 CMU WALL & FOOTING M.2 Scale: 1 " =11 -0" Scale: 1 1/2 " =1' -0" 3/8" STEEL BASEPLATE ON 1" NON - SHRINK GROUT r 0 GROUTED CELL BELOW `- 1/2" X 12" A.B. COLUMN BASE DETAIL Scale: 1 "= 1' -0" "CC" SADDLE CAP WELDED TO COLUMN 5i8" THRU BOLTS 2 SOUTH ELEVATION W-10) Scale: 3/8,.`1.`x„ COLUMN CONNECTION TO WALL, SEE 6/A1.2 VERT. TIE @ 32" O.C. 24 GA. METAL PANELS W /EXPOSED FASTENERS (AEP SPAN "NU- WAVE ", ZACTIQUE COLOR) 2X6 RAFTERS @ 24" O.C. DF # 2 1x4 PURLINS @ 24" O.C. 2, -4„ 2' -0" 12 1 CV "1-12.5" EA. RAFTER MOUNTED TOWARD INTERIOR OF ENCLOSURE 5 1/8 X 9 24FV4 GLULAM BEAM BOLTED TO STEEL SADDLE CAP 0 `r. WEST ELEVATION Scale: 3/8 " =1' -0" _ 3'-4" —3 1-011 10 1.2 A .. _== 45 DEGREE ANGLE -- --�"`� @ EACH END OF BEAM 2X BLOCKING BETWEEN RAFTERS HSS 4X4X 3/16 STL COLUMN 4" GROUND FACE CMU CAP 8" COURSES iv OF GROUND FACE CMU, TYP. CURB-SEE SITE PLAN GROUND FACE IU CAP SEE STRUCTURAL FOR TYP. SLAB 8" THICK CMU W/ #5 @ 32" O.C. VERT. & HORIZ. #5 @ 32" O.C., ALTERNATE HOOKS #4 @ 18" O.C. (2) #5 CONT. SEE STRUCTURAL FOR TYP. BELOW FOOTING 2' -7 5/8" 00 El 00 8 u _45 1. 00 PLAN A1.2 Scale: 3/8" =1' -0" �1 13' -3 5/8" .. JTH FACE CMU BELOW CURB ELEVATION i ROOF OVERHANG ABOVE co LO n r Rowell Brokaw Architects ■ Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485 -1003 Fax (541) 4M -7344 www.rowelibrokaw.com RELIEF NURSER' Y CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW 2010.04.23 - SITE PLAN REVIEW RESUBMITTAL PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 -Site Base.dwg DATE: 04.23.2010 - 3/8" X 2" PL STL BAR °° WELDED TO HINGE AND ANGLE FRAME FRONT VIEW: SIDE VIEW: TOP VIEW: GATE HINGE GATE HINGE GATE HINGE CMU @ CMU @ CMU 1 GATE HINGE DETAILS (@ CMU WALL) Scale: 1 1/2"=V-011 1/4 "' 17/8" rNm, NOTES ENCLOSURE 1. ALL STL STRUCTURE GALV., SHOP PRIMED, AND FIELD PAINTED BLACK, U.N.O. 2. STEEL FRAME FOR GATE POWDER COATED BLACK. 3. ALL FASTENERS TO BE GALV U.N.O. 4. STEEL FRAME AND GATE COLOR TO BE BLACK 5. STEEL ROOF COLOR TO BE "ZACTIQUE" COLOR 6. CMU COLOR TO BE "KHAN" 7. GLULAM BEAMS AND RAFTERS TO BE STAINED WITH PAINT SYSTEM PS-2 8. PURLINS TO BE PRESERVATIVE - TREATED. " O STL ROD; WELD TO ANGLE; 70 3/16 `J 3/8" X 2" STL BAR @ VERT. EDGES (1) @ EA GATE OF GATE, TYP. FLOOR BOLT BELOW Scale: 1 1/2" = 1' -0" 2X3 CEDAR SCREEN BOARDS, STAINED FINISH, TYP. STL L 1 1/2" 1 1/2" X 3/16" STRAP; PRE -DRILL FOR FASTENERS j,@ EA. SCREEN BOARD PLAN VIEW: ANGLE STRAP SS WOOD SCREWS (ROUND HEAD); FASTEN SCREEN BOARDS @ BACK SIDE THROUGH ANGLE FLANGE STL L 1 1/2" X 1 1/2" X 3/16" STRAP; PRE -DRILL FOR FASTENERS @ EA. SCREEN BOARD LAG SCREWS; ALIGN W/ ANGLE STRAPS; PROVIDE HOLES IN STL ANGLE; STL L2112X2X1 /4 TYP UNO GATE SECTION DETAIL A1.2 Scale: 11/2 " =1' -0" M r _ r N o _ h REF: 3/A1.10 1" SQ X 1/4" STL SPACERS @ 3' O.C. & 8" FROM ANGLE ENDS OR JOINTS, TYP.; WELD TO ANGLE FLANGE 4 CMU WALL & FOOTING M.2 Scale: 1 " =11 -0" Scale: 1 1/2 " =1' -0" 3/8" STEEL BASEPLATE ON 1" NON - SHRINK GROUT r 0 GROUTED CELL BELOW `- 1/2" X 12" A.B. COLUMN BASE DETAIL Scale: 1 "= 1' -0" "CC" SADDLE CAP WELDED TO COLUMN 5i8" THRU BOLTS 2 SOUTH ELEVATION W-10) Scale: 3/8,.`1.`x„ COLUMN CONNECTION TO WALL, SEE 6/A1.2 VERT. TIE @ 32" O.C. 24 GA. METAL PANELS W /EXPOSED FASTENERS (AEP SPAN "NU- WAVE ", ZACTIQUE COLOR) 2X6 RAFTERS @ 24" O.C. DF # 2 1x4 PURLINS @ 24" O.C. 2, -4„ 2' -0" 12 1 CV "1-12.5" EA. RAFTER MOUNTED TOWARD INTERIOR OF ENCLOSURE 5 1/8 X 9 24FV4 GLULAM BEAM BOLTED TO STEEL SADDLE CAP 0 `r. WEST ELEVATION Scale: 3/8 " =1' -0" _ 3'-4" —3 1-011 10 1.2 A .. _== 45 DEGREE ANGLE -- --�"`� @ EACH END OF BEAM 2X BLOCKING BETWEEN RAFTERS HSS 4X4X 3/16 STL COLUMN 4" GROUND FACE CMU CAP 8" COURSES iv OF GROUND FACE CMU, TYP. CURB-SEE SITE PLAN GROUND FACE IU CAP SEE STRUCTURAL FOR TYP. SLAB 8" THICK CMU W/ #5 @ 32" O.C. VERT. & HORIZ. #5 @ 32" O.C., ALTERNATE HOOKS #4 @ 18" O.C. (2) #5 CONT. SEE STRUCTURAL FOR TYP. BELOW FOOTING 2' -7 5/8" 00 El 00 8 u _45 1. 00 PLAN A1.2 Scale: 3/8" =1' -0" �1 13' -3 5/8" .. JTH FACE CMU BELOW CURB ELEVATION i ROOF OVERHANG ABOVE co LO n r Rowell Brokaw Architects ■ Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485 -1003 Fax (541) 4M -7344 www.rowelibrokaw.com RELIEF NURSER' Y CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW 2010.04.23 - SITE PLAN REVIEW RESUBMITTAL PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 -Site Base.dwg DATE: 04.23.2010 Z--__ t N, co 12)�- Cv 30# - 0" 181-011 rr�\ �5 181-01, ................... 00 't 5' -51/2" 12' -6112" ............................ . / . ................. . .................. . ................................. ;0 off 13'_4" ............................... ;Ole ........................ I ........................................ G j ^7 cv Rowell Brokaw Arch.itects 0 Rowell Brokaw Architects, P.(, One fast Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax(541)485 -7344 www.rowellbtokaw.com PROJECT RELIEF NURSERY PROJECT LOCATION S. 42ND ST. SPRINGFIELD OR CLIENT RELIEF NURSERY -- ------------------ REVISIONS # DATE DESCRIPTION ........... ...... ................ - ........... .................... ................... STAMP PROJECT #: 804 DRAWN BY: PK CHECKED BY: PK DATE: 11.24.2009 RELIEF NURSERY DRAWING FLOOR PLAN R i �lq ■■ o o 1 /811 = 1 -0 / 6 D E F EAST ELEVATION (0, EAST WING 1/811 = V-01, (1 0) r3kN,jh, . A4.2 2 SOUTH ELEVATION 9 SOUTH WING 1/811 = 1 1-01, 6 T.O. WALL TYP. 498'- 3" ,A T.O. SLAB T88' --0- A4.2 A 2) JI WEST ELEVATION @ WEST WING T.O. WALL CONF. ROOM I.Q. W 99' - 0, A 498'- 3' ................. .......... ........ . .. .......... ................. ........... ........... .......... ......... .......... ....... ....................... . . ........ ... .. T.O. WALL TYP. 498'- 3" (-h T.O. TOWER WALL %-,/ 511' - 6" T.O. WALL CON 4991- 01, T.O. WALL TYP. 498'- 3" 1/811 = 11_011 • Ap p T.. SLAB 488'- 0" �=� WEST ELEVATION @ NORTH WING 1 /8f, = V-011 F T.O. SLAB & I 1 4881-011 Rowell Brokaur Arcli-itects Rowell Omkaw Ambitects, P.Q. One East Broadway, Softe 306 Eu � gen Oregon 97401 voict (541) 4851003 Fax (541) 485-7344 wwmrowellbrokamcmp PROJECT RELIEF NURSERY PROJECT LOCATION S. 42ND ST. SPRINGFIELD OR CLIENT RELIEF NURSERY REVISIONS —1 pt DATE DESCRIPTION I STAMP PROJECT #: 804 DRAWN BY: PK CHECKED BY: PK DATE: 11.24.2009 RELIEF NURSERY DRAWING ELEVATIONS R A M-1 T.O. WALL TYP. 498'- 3" T.O. SLAB 488'- 0" T.O. WALL CONF. ROOM I.Q. W 99' - 0, A 498'- 3' ................. .......... ........ . .. .......... ................. ........... ........... .......... ......... .......... ....... ....................... . . ........ ... .. T.O. WALL TYP. 498'- 3" (-h T.O. TOWER WALL %-,/ 511' - 6" T.O. WALL CON 4991- 01, T.O. WALL TYP. 498'- 3" 1/811 = 11_011 • Ap p T.. SLAB 488'- 0" �=� WEST ELEVATION @ NORTH WING 1 /8f, = V-011 F T.O. SLAB & I 1 4881-011 Rowell Brokaur Arcli-itects Rowell Omkaw Ambitects, P.Q. One East Broadway, Softe 306 Eu � gen Oregon 97401 voict (541) 4851003 Fax (541) 485-7344 wwmrowellbrokamcmp PROJECT RELIEF NURSERY PROJECT LOCATION S. 42ND ST. SPRINGFIELD OR CLIENT RELIEF NURSERY REVISIONS —1 pt DATE DESCRIPTION I STAMP PROJECT #: 804 DRAWN BY: PK CHECKED BY: PK DATE: 11.24.2009 RELIEF NURSERY DRAWING ELEVATIONS R A M-1 I I1 LO C; L01 L13 *00°03'00 "w 12.06 5.00 S. 42nd STREET LEGEND - LANDSCAPE AREAS REQUIRED SCREENING CONTINUOUS EVERGREEN HEDGE - 6 FT IN HT. WITHIN 4 YEARS REQUIRED PARKING LOT PLANTING - 2.5 FT MAX HT 711A 1 CANOPY TREE (2" CALIPER) & 4 SHRUBS (5 GAL. MIN.) / 1,000SF STORMWATER PLANTING - REQUIRED FOR ENGINEERING ............................... ....... * ......... ............ 1 CANOPY TREE (2" CALIPER) & 4 SHRUBS (5 GAL. MIN.) .......................... 1,OOOSF - AT PARKING LOT SWALES REQUIRED PLANTING - MINIMUM - LAWN EXISTING STREET TREE EXISTING STREET TREE- TO BE REMOVED 0 PROPOSED TREE - LOCATIONS ARE SCHEMATIC - FINAL TREE LOCATION WILL BE SUBMITTED WITH BUILDING PERMIT STORMWATER AREAS IN PARKING TO CONTAIN MINIMUM PLANTING NOTED ABOVE IN ADDITION TO GRASSES, SEDGES & FORBS (PER PORTLAND STORMWATER MANAGEMENT MANUAL, F-1, SEED SPECIFICATIONS FOR STORMWATER MANAGEMENT MANUAL) ALL OTHER STORMWATER AREAS SHALL HAVE AS A MINIMUM PLANTING GRASSES, SEDGES &F-ORBS (PER PORTLAND STORMWATER MANAGEMENT MANUAL, F-1, SEED SPECIFICATIONS FOR STORMWATER MANAGEMENT MANUAL) IRRIGATION ■ All plantings are irrigated ■ Provide installation, testing, balancing and programming of all irrigation system materials and components. ■ Provide minimum 80% head to head coverage, 100% coverage in all planted areas. ■ Provide backflow prevention device that meets City requirements. ■ Do not overspray buildings or pavement. VISION ■ Conduct pressure test to assure performance compliance before TRIANGLE backfilling. MAX. PLANT HEIGHT 2.5 FT WITHIN VISION a Landscape Architect will observe pressure test and installation TRIANGLE, TYP. before backfilling. Make adjustments as directed before proceeding. ■ After adjustments are made, Landscape Architect will observe system operation. ■ Warrant system at indicated performance level for one full year after Substantial Completion. At no cost to Owner, repair and adjust irrigation system as required to restore proper working order at end of warranty period. Irrigation Contractor is not responsible for vandalism, lack of Owner's maintenance or damage due to extreme weather. ■ Contractor will provide shop drawings to Owner and Landscape Architect. Rowell Brokaw Architects ■ Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax(541)485 -7344 wwxrowellbrokaw.corn CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW 2010.04.23 - SITE PLAN REVIEW RESUBMITTAL STAMP: M S. 'ROWELL EUGENE# OREGON PROJECT #: 804 DRAWN BY: l.a.n. CHECKED BY: JR FILE NAME: 804 Site Review-Landscape.dwg DATE: 04.23.2010 DRAWING: Landscape Plan Im our., proceeding. ■ After adjustments are made, Landscape Architect will observe system operation. ■ Warrant system at indicated performance level for one full year after Substantial Completion. At no cost to Owner, repair and adjust irrigation system as required to restore proper working order at end of warranty period. Irrigation Contractor is not responsible for vandalism, lack of Owner's maintenance or damage due to extreme weather. ■ Contractor will provide shop drawings to Owner and Landscape Architect. Rowell Brokaw Architects ■ Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax(541)485 -7344 wwxrowellbrokaw.corn CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW 2010.04.23 - SITE PLAN REVIEW RESUBMITTAL STAMP: M S. 'ROWELL EUGENE# OREGON PROJECT #: 804 DRAWN BY: l.a.n. CHECKED BY: JR FILE NAME: 804 Site Review-Landscape.dwg DATE: 04.23.2010 DRAWING: Landscape Plan Im -- -- ----- ----- -- - --- Qty Rowell Brokaw Common Name Architects - -------------------------------- ------ Spacing ■ Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 NOTES Eugene, Oregon 97401 Voice (541) 485-1003 I Fax (541) 485-7344 TREES www.mwelibrokaw.com PLANT LIST IS PROVIDED FOR REQUIRED LANDSCAPE AREAS ONLY PLANT LIST IS PRELIMINARY - NOT ALL PLANTS LISTED MAY BE USED AND SOME PLANTS MAY BE ADDED. DETAILED PLANTING PLANS SHALL BE Vine Maple PROVIDED WITH BUILDING PERMITS. NOT ALL TREES PROPOSED FOR THE PARKING AREA ARE ON THE LIST OF Multi trunk ACCEPTABLE STREET TREES OR LIST OF NATIVE TREES IN HILLSIDE Acermacro hyllum DEVELOPMENTS. TREES IN THE PARKING AREA NEED TO MEET REQUIREMENTS FOR SHADE TREES AND STORMWATER SWALES. ALL STREET TREES ARE EXISTING. THERE ARE NO OVERHEAD POWER LINES ON THE SITE. Q�jr Ma. St aPte -- -- ----- ----- -- - --- Qty ------------------ ------------------------------- Botanical Nam Common Name Size - -------------------------------- ------ Spacing -------------- ------- Notes I TREES circinatum Vine Maple 61 Multi trunk ---IAcer Acermacro hyllum C tear trunk to 5'_hejg Acer saccharum Yw Q�jr Ma. St aPte 21(cal, Clear trunk to 5' height Alnus rubra Red Alder 211 cal. Clear trunk to 5' heigtt Cercidip�ylum *aponicm hv' Katsura 211 cal. -_ Clear trunk to 5' 19 ht _______j�F�.raxjnus r T----_ x latifolla .NN 2,f cal. Clear trunk to 5' heigN x F rW raxinus, pennsylvanica Marshal Seedless' p Marshall's Seedless Green Ash 2 cal. Clear trunk t0' height Plantanus occidentatis'Blooqg2g_.___--.---- Blood9ood London Plane 211 cal. Clear trunk to 5' hel ht Rhamnus purshiana —.,,Cascara --- 't_ 1121` cal. Thuja plicata Western Red Cedar 81-19 Tilia tomentosa "Sterling' �iiver Lindon Sterlipq Silver 0 2 cal. ----_.__Clear trunk to 5'he4t SHRUBS Amelanchier alniolia ------------------------------- Westem Seryice!p�q� 1 aal. ------------ -------------------------------------------- 601t O.C. ------ ---------------- Cistus ladanifer ............ .... ......... � ...... . ........ . .. ...... . ......... _.__ 60't ....... .... o.c. ............. ........... ..................... .......... Comus sericeaTlavirameal' 8'oc. .... .............. ..... Cornus sedcea'lsanti' ...... 1 ..... . ....... . .............. . . ...... . ..... . ............ Isanti Redtwiq.,.qqqwood ....... - ........ - ..... .... ... .......... .. 3 cial. 4811 O.C. Cornus sericeaKe.ls§ym'_. - I Kelsey Dwarf Redtwig Dogwood, It. ...... .................... 241 O.C. .. .............. ................... ........ ........... ............ ......... .......... Daphne pontica Pontic Da phne 2 gal 36fy O.C. M ica californica Pacific Waxleaf [-!� /ftrle [Dwarf 3 gal. 8' o.c. Myrica ceriferaNana' Wax .M - 1 g al. 3611 O.C. Philadetphus lewisii — - ------------- - Mock Orange - 1 gal, 481; U.C. P ocarpus, opulifolius Monk o' Diabolo Ninebark 2 aal. 6' O.C. Prunus laurocerasusUVernon' Mt Vernon English Laurel ..... 2. gal. 3611 O.C, Prunus laurocerasus 'Otto LuykerY . ...... Otto Luyken Laurel 2 gal, 36t O.C. Ribes sanguinem Red Flowerin q Currant el".111-11--w" 1 aal. . . .......... . ....... 8' O.C. Rosa rugosa Rugosa Rose 3 al. 361t O.C. Salix hookeriana Hooker's Willow 2 gal. 8' O. C. Salix < scouteriana Scoulers. Willow .__.____1__-1 2 qal. I 8' oc. Spiraea xGoldmound' Goldmound.,Spiraeu .. gal, 36 0.C. ... . . .... . .... . .. . .... . .... ........... . . . Viburnum davidii David Viburnum 3 gal. 361 0.c. . . ...... . ..... .... Vaccinium corymbosum'BlueraV . . .................. _ ... _ - ----- - -- ---- - ----- - - - Blues Bluebe ..... ffy ------ - --- . ..... . ......... . . . ................ . ... 3 6u, 0 c. w .. I .............. . um qoDnbosLp'Bluefta' Bluetta Bluebegy 3 qal. 48ft .. O.C. .. ................... ......... . . . . . ................ Vaccinium ovatu-n Evergreen Huckleberry 3 gal. 60tt O.C. 4height GRASSES Feather Reed Grass I gal. 321f 0.c, Carex buchananii M:w Leather Leaf Sed w w »m I gal. 24t O.C. Carex buchananii f. viriidisGreen TvAstf Green Twist Sedge nmm 1 qal. 24'# o.c. Carex tumulicola Berkeley Sedge Ott IT o.c, Descogmpsia,.cespitosa Tufted Hair Grass 4!f IT 0-c. Juncus effusus Common Rush 4tt 18'1 O.C. ........ ......... .... . Pennisetum alopecuroidesHamelrf ...... ....................... .. ...... I ................ .......... .............. Hameln Fountain Grass ........ ......... ...... -.1 . ................... .............. ........ . .......... 1 aal. ...... .... 321f ........... O.C. w Sisyrinchium bellim Blue-Eyed.,Grass 1 qal. ...... . .......... 914 O.C. .......... ........ ................. PERENNIALS Achilles millefolium 'Walter Funcke' Walter Funs ke Yarrow 1 gal. 18ff O.C. Anemome'a oNcaHonorine Joberf Mite Ja artese ArlernQrle 1 gal. 18" O.C. Echinacea_purpureaCocqntA Lime' Coconut Lime Coneflower 1 al. --I 81t 0-c. Joe Py�4, Weed 1 gal, 611 3611 . O.C. his tenax Oregon Vis 1 qal. 1811 O'C' Lupinus micranthus Small Flowered Lu pine 4#1 of 18)t 0-c� Perovskia��atrcifblia Russian Saae 1 gal. 36110.0., Perovskia atripticifolia'Little Spire' Dwarf Russian Sage 1 gal. 241t O.C. Rudbeckia fulgida Black Eyed susan 1 qal. 18' O.C. Sedum'AutLmn JoV Autumn JO y Sedum 1 gal. 18ft O.C. GROUND COVERS Aretostaphyllos uva-ursi Kinnickirnick 1 gal. 181f O.C. FERNS Adiantum edatum Maidenhair Fern I gal. 121 O.C. - Dryopteris wallichiana Wood Fern 1 al. 241f O.C, ----- Poi tichum muNtum Sword Fern 1 al, 36f O.C. BULBS ---------------------- -------- -------- ------------------------------ ------------ --- ----- ... . ...... .. . ............ Camassia ....qu...amash ... -. . .. Caritas . ... .. ... ..... ...... ........... al. .. �w . . .... ........... ................. -, .......................... ................ ......... Narcissus 'Poeticus' Poeticus Daffodil Tulipa Tulip PROJECT: RELIEF NURSERY CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW 2010.04.23 - SITE PLAN REVIEW RESUBMITTAL STAMP: HNSA ROWELL ;04 EUGENEvOREGO PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 Site Review-Landscape.dwg DATE: 04.23.2010 DRAWING: PLANT LIST im 0 0 -- CL r N 0 4 0 Z� A.9 2 guls 3 70 • • at ` SITE ELECTR Al 6 E1.0 SCALE: 1/16 Fth L U L QI 0 �It r IL ICAL PLAN- 1=1 typr= ruaNuFaoruRER cat.aLoG NLurrSSR L0o.6,11ou ED LaMIP c:rr LAMP I�r�� von tu�ut watt �rraR{c mwP ..ss iur�.a LUMIRZiRs o .m' TALL POLE o STAf2T- RPD- L3WN -LPI Qi@ TOP OF A 3' TALI. CZMENT POLE SASE. �GiUALlSIMILA%8Y Otk -!�i^c Lltl -fON[A FIXTURE C�4tALOCg NUM�i� MANUFACTURER 8+- lQt1lN. FIhtAL FlXtURE SELEGtfON TO +-"�M 9tf fIL.4i'c LICsHTtNGdaND ic^EPLEGTOF2 CHARACTERISTICS. 14 LITHQT�lfA Oil EQL{AL iG4C�- SAM -i�.+' - Ti3 -PUL E i�ARiClhiCs l.�Ot 1 BUJ PM4-i � 88 SAME AS TYPE Si A80 VE i3UT UNTO -! HOUSE $TAicT- laP17- H$- DWI+LPt QR SIDE SHIELD AT SAGIC OF FIXTURE TO r=cauaLrsIMiLAR a*r ot+ -MR 1"fAAiLlFAG7LiRER FROM L{GHT TRESPASS. KAZI MEMO NlRi PI �. GA"UWI.ATrzi7 WCbHTINO MrEAbUR0M5NT5 SHOWN IN THIS PARKING AND SITE AREAS ARE POOTCANDLE UNITS CALCULATED AT FINISHED GRADE LEVEL. LIGHTING LEVELS BEHIND FIXTURES WITH HOUSE -SIDS LIGHT SHIELDS WILL DROP SIGNIFICANTLY BELOW PIGU KS SHOWN TO LIMIT LIGHT TRESPASS ONTO NEIGHBORING PROPERTIES. t s3mNjmj Q rI>CTURrm TO H,AVm HOUSs -SIDm SHIsLD. Q 4" EMPTY CONDUIT POR PRIMARY ELECTRICAL SERVICE PROM SUB. COORDINATE AND VMRIPY ALL SPECIFICS INCLUDING NUMBER OP CONDUITS, CONDUIT SIZE, BURIAL DEPTH AND VAULT ENTRY REQUIREMENTS WITH SUB PRIOR TO BEGINNING WORK. Q '4' x .4' SUB UTILITY VAULT AND PowaR TRANSI:ORMmR. COORDINATE SAND VZRIP1' INSTALLATION REQUIREMENTS WITH SUB PRIOR TO BEGINNING WORK. ® POUR 3" PVC SERVICE LATERAL CONDUITS FROM SUB'S TRANSPORMER TO BUILDING'S SERVICE ENTRY SWITCHGg AR. COORDINATE SAND VIERIPY ALL INSTALLATION RrEQUIREMENTS WITH SUB PRIOR TO BEGINNING WORK, Q STUB -OUT AND CAP ONE 1" EMPTY PVC CONDUIT POR PUTURS LANDSCAPE LIGHTING OR POKER RrmQUIRNMENTS. Q STUB -UP AND CAP ONm 1" rEMPTY PVC CONDUIT POR PUTURS LIGHTING AT GARBAGE 4 RECYCLE AREA ENCLOSURE. Q STUB -UP LOCATION r-OR POWER CONDUITS TO SITm LIGHTING CIRCUITRY. FUTURE PANEL, TIT" SCLOCK SAND /OR RELAYS TO BE LOCATUD AT THIS LOCATION. Q raxisTING TmLmPHONm COMPANY ENCLOSURE. STUB -UP TWO 4" CONCUIT6 AT THIS LOCATION POR TELEPHONE SERVICE INTO THE BU(LDIt . \oopmp r' AND COORDINATm ALL INSTALLATION RrEaUIREMEN�5 WITH QWFEST PRIOR TO BEGINNING WORK. 0 PRoviorm A SINGLE 2" EMPTY CONDUIT STUBBED UP AT THIS LOCATION POR POTENTIAL FUTURE CABLE TV COMPANY WIRING ACCESS INTO THE BUILDING. VMRIPY,AND COORDINATE INSTALLATION REQUIREMENTS WITH COMGAST OR OWNER'S CABLE TV PROVIDER BEPORm BEGINNING WORK. o TELECOM TERMINAL BOARD (TT15) POR TELEPHONE SAND CABLE TV SERVICE ENTRANCE. EXPIRES 6 /30/2010 DAME DESCRIPTION Q} }m /Q /Pi3 lSSI�DPORSIT�PLANR�I�U AJt6/29 REYI3�DUIJADD1710NALIt�ORMA710N DRAWN BY: S. DUCK CHECKED BY: p. WITTKOP FILM: BERN3fTE.dwg SCALE: BE JOB NO: Og -430i THIS DRAWING IS THE PROTECTED PROPERTY OF BUILDER4S ELECTRIC, INC. FOR THE USE OF THEIR EMPLOYEES FOR THE CONSTRUCTION OF THIS PROJECT ONLY. ANY USE BY OTHERS IS NOT ALLOWED AND STRICTLY PROHISITED. COPYRIGHT 2a HP - ; 'I m t Yl 't oc 10, PAE z 'Jr d CID 8 .. . . � � � � l 04�"• t ,'� ry f mow. ti _t:h 4h. .) o EXISTM 4a PRIVATE J01NT USE ACCESS �VV ; EASEWNT PER SURVEY p 1 I r r jj I(V REC. 2009- 008988 ��4�. fib' FLOOD PLAIN WALMEAD PROTEC77ON EXISTING CONDITIONS AS ILLUSTRATED IN THE WELLHEAD 41039C 1 162 F, THIS PROPERTY IS OUTSIDE PROTECTION AREAS MAP, THIS SITE IS y�y WITHIN THE ZONE OF CONCENTRATION TO 421 -10 SITE BOUNDARY Ez WATER METER N 00 °03'04 E 547.04 " ZOMNG COUNTY, THE EXISTING SOILS ARE AS ADJOINING LOT FOLLOWS: FIRE HYDRANT (29) COLQUANO SILT LOAM. THE HIGH WATER Id TABLE DEPTH FOR THIS SOIL IS >6'. — — RIGHT --OF --WAY COMMERCIAL JUCTION BOX >6'. 1� C VACANT Im SIGNAL BOX SITE. O — — -- — — -- -- -- -- -- -- -- --- EXISTING EASEMENT am ELECTRIC BOX OF SOUTH 42nd STREET AND THE RAILROAD CROSSING SPRINGFIELD PUBLIC SCHOOLS ELEV.= 490.72. BENCHMARK WAS SET BY BRANCH CENTER LINE ENGINEERING INC. IN 2003 DURING A SURVEY FOR MAIL BOX SPRINGFIELD UTILITY BOARD. THE SURVEY FOR THE SPRINGFIELD UTILITY BOARD USED FOUND CHISELED — — — — -- — -- — GRADE BREAK E ELECTRIC VAULT AND VIRGINIA AVENUE (ELEV. = 478.75) FOR A BENCHMARK. EDGE OF ASPHALT TELEPHONE PEDESTAL --- -- CURB 1>4 WATER VALVE ---x x - x _x x x FENCE GAS VALVE -VIP WASTEWATER ` ` WASTERWATER MANHOLE ET E' STORMWATER STORMWATER MANHOLE (E )W—(EW E - WATER L TELEPHONE MANHOLE + `` ----- T T TELEPHONE ED CURB INLET OHP OH P-- OVER HEAD POWER TRAFFIC SIGN UNDER GROUND ELECTRIC UTILITIY POLE Q E GAS STREET LIGHT (150 WATT HPS) BRUSH ,- STREET LIGHT (90 WATT LPS) CONCRETE SIDEWALK 1 GUY WIRE 1 £` TREE ON SITE SITE DA TA: TL 1400 TAX LOT NUMBER m t Yl 't oc 10, PAE z 'Jr d CID 8 .. . . � � � � l 04�"• t ,'� ry f mow. ti _t:h 4h. .) o EXISTM 4a PRIVATE J01NT USE ACCESS �VV ; EASEWNT PER SURVEY p 1 I r r jj I(V REC. 2009- 008988 ��4�. fib' FLOOD PLAIN WALMEAD PROTEC77ON BASED ON FLOOD INSURANCE RATE MAP NO. AS ILLUSTRATED IN THE WELLHEAD 41039C 1 162 F, THIS PROPERTY IS OUTSIDE PROTECTION AREAS MAP, THIS SITE IS THE 100 YEAR FLOOD PLAIN. WITHIN THE ZONE OF CONCENTRATION TO 421 -10 16TH AND Q. ACCORDING TO THE SOILS SURVEY OF LANE ZOMNG COUNTY, THE EXISTING SOILS ARE AS CC — COMMUNITY COMMERCIAL FOLLOWS: (29) COLQUANO SILT LOAM. THE HIGH WATER TABLE DEPTH FOR THIS SOIL IS >6'. (76) MALABON- -URBAN LAND COMPLEX. THE COMMERCIAL HIGH WATER TABLE DEPTH FOR THIS SOIL IS >6'. 1� C VACANT THERE ARE NO WATERCOURSES /NEAR THE SITE. O RELIEF NURSERY, INC. BENCHMARK IS A CHISELED Y ON THE NORTHWEST BOLT 1.720 W 25TH AVE. EUGENE, OR 97405 OF THE RAILROAD SIGNAL ON THE NORTHWEST CORNER OF SOUTH 42nd STREET AND THE RAILROAD CROSSING SPRINGFIELD PUBLIC SCHOOLS ELEV.= 490.72. BENCHMARK WAS SET BY BRANCH 525 MILL STREET ENGINEERING INC. IN 2003 DURING A SURVEY FOR SPRINGFIELD, OR 97477 SPRINGFIELD UTILITY BOARD. THE SURVEY FOR THE SPRINGFIELD UTILITY BOARD USED FOUND CHISELED SQUARE IN TOP FACE CURB AT EAST END OF CURB RETURN AT NORTHEAST CORNER OF SOUTH 32nd STREET AND VIRGINIA AVENUE (ELEV. = 478.75) FOR A BENCHMARK. 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS, FIELD LOCATION OF SURFACE FEATURES AND AS —BUILT DRAWINGS. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES. 2. THE BOUNDARY SHOWN HEREON IS FROM COUNTY SURVEY FILE NO. 41420. 3. THE TAX LOTS SHOWN HEREON ARE APPROXIMATE ONLY. 4. THE DEMOLISHED BUILDING LOCATIONS SHOWN HEREON ARE BASED ON AERIAL TAX MAP PHOTOGRAPH AND SKETCHES PROVIDED BY THE LANE COUNTY SANITATION OFFICE AND ARE APPROXIMATE. 5. THE SEPTIC SYSTEM LOCATIONS SHOWN HEREON ARE BASED ON DATA PROVIDED BY THE LANE COUNTY SANITATION OFFICE AND ARE APPROXIMATE ONMUMON NOTES: O REMOVE EXISTING AC OR CONCRETE SURFACE. OREMOVE EXISTING FENCE. OREMOVE EXISTING GAS METER AND SERVICE PIPE. PROVIDE TEMPORARY CAP AND MARKING STAKE DURING CONSTRUCTION. RE— CONNECT, SEE PLUMBING OR MECHANICAL SHEETS FOR METER LOCATION. COORDINATE WORK WITH UTILITY PROVIDER. CDREMOVE EXISTING WATER METER & CAP EXISTING SERVICE PIPE TO ABANDON. COORDINATE WORK WITH SUB. O EXISANG TREES TO BE REMOVED. OCOORDINATE WITH SUB FOR RELOCATION OR REMOVAL OF OVERHEAD POWER. OREMOVE EXISTING CONCRETE DRIVEWAY. SEE LANDSCAPE ARCHITECTS SHEETS FOR REVEGETATION REQUIREMENTS. OSAWCUT AND REMOVE EXISTING DRIVEWAY APRON CURB TO GUTTER BAR. MATCH EXISTING CURB AND REPLACE. PER CITY OF SPRINGFIELD STANDARDS. O NOT IN USE. 10 EXISTING ASPHALT BIKE PATH TO REMAIN. 1 i EXISTING BRUSH TO BE REMOVED. Z7 ° OH P OH -0HP OH HP OH, OHP OH F--,-- 01 P` H OHS OH OHP OH Emr 1 .° 2' X20 9� 498M 12' 409` i ' -4 .22 � 1 * '� GRAPHIC SCALE FL WIE.Mazss `� 4 t Received: 24" FL OUTM�.95 EX 9 TY. C1 30 0 15 30 60 12" . T 2 6 IMMI ( IN FEET ) Final t► Rowell Brokaw Architects IN Rm"H Brokm Ards , P.C. One East B=dmy, Stft 300 E 97401 V (541) 485 -1003 Fax(541)485-7344 www.mnbuiww.com PROJECT: RELIEF NURS'ER"T' CONSTRUCTION REVISIONS CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR PROJECT #: 08-114 DRAWN BY: WS CHECKED BY: LB FILE NAME: RELIEF NURSERY DATE: 421 -10 DRAWING: CONDITIONS SITE ASSESSMENT OF EXISTING th LLJ u. Lu Lu os rr -C1 09 O C> SWALE TOP=486.25 OVERFLOW 485.75 6 "X6" TEE & GRATE -RIM 485.75 3:1 SIDESLOPE FRAME & GRATE :RIM 484.75 �SWALE BOTTOM=484.50 6" PVC PIPE --j Y: 6" JE 484-25 PIPE CAP WITH 6 PVC PIPE 2 114- DIA. ORIFICE ODOT TYPE D INLET DETENTION OUTLET, ST' UC-TURE A � y i t A- I PROPOSED _fRAME & GIMTE 10D 0POSED PAVED PARKING (TYP.) POND TOP=486.50 RIM 486.00 J.1 SIDESLOPE FRAME & GRATE OVERFLOW 486.00-��Lol_*�_,"'_ft RIM 485.00 6"X6" TEE 7',-, PERMANENT POOL 485.00 N7 16- POND B07TOM 484.00 80 f 16" PVC PIPE-J ti 8" 1E 484.50 PIPE CAP WITH 8" PVC PIPE ,t 2 114- Dk ORIFICE ODOT TYPE D INLET DETENTION OUTLET SrJo."nbrTro.TURE B N.T.& IN VQf4. 601 __Uj IPA 24 S= 8 3 4 7 - - - w Sr 4., 4C 2' BOTTOM o? �A x 77, 12" Top SOIL _/ NATIVE SOL 1.75 y DEPTH NOTE. WATER QUALITY SWALE SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED. IF VEGETATION CANNOT BE ESTABLISHED, THEN ADDITIONAL INTERIM EROSION CONTROLIWATER QUALITY MEASURES ACCEPTABLE TO CITY OF SPRINGFIELD PUBLIC WORKS SHALL BE REQUIRED UNTIL VEGETATION HAS ESTABLISHED. T yplrA %..11L CROSS SECTION STORMHATER QUAMTY & DETENTION SWALE f van INV.484, P, -I a F_ (f) (PROPOSED CONDITION) • CONSTRUCTION N0"j7zm1!o;"* PROJECT: FURNISH AND INSTALL DOUBLE CHAMBER CATCH BASIN, SEE DETAIL 6, SHEET C4 PM& DUN ZA Kr.LIEF FURNISH AND INSTALL DETENTION OUTLET STRUCTURE A PER DETAIL THIS SHEET. ok M u FURNISH AND INSTALL DETENTION OUTLET STRUCTURE B PER DETAIL THIS SHEET. N Kbtwx i FURNISH AND INSTALL AREA DRAIN (JR SMITH MODEL 2315 AREA DRAIN WITH 3- OUTLET.) FURNISH CONSTRUCTION REVISIONS AND INSTALL I- SCHEDULE 40 COLD WATER P-TRAP PRIMER PIPE. COORDINATE WITH PLUMBING PLAN. FURNISH AND INSTALL COMPATIBLE FITTING AS INDICATED PER PIPE SIZE SHOWN. CONNECT TO EXISTING STORMWATER LATERAL. PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING STORMWATER LATERAL SHOWN IS APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH CONNECT TO EXISTING WASTEWATER LATERAL. PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING WASTEWATER LATERAL SHOWN IS APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. CONSTRUCT CLEANOUT AT CONNECTION POINT. WASTEWATER CONNECTION TO BUILDING SEE PLUMBING PLANS FOR CONTINUATION. WATER CONNECTION TO BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. FURNISH AND INSTALL 3" ASTM D-3034 PVC WASTEWATER PIPE WITH TRACER WIRE 27. MINIMUM 7A I (D SLOPE. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. SEE TRENCH DETAIL 8, SHEET C4. COORDINATE WITH PLUMBING PLANS S=0.5% S=0.77* 20 IW.-486.50 78 GD, 14 FURNISH AND INSTALL 6" ASTM D-3034 PVC WASTEWATER PIPE WITH TRACER WIRE 17, MINIMUM S 0 5Z SLOPE. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. SEE TRENCH -486.00 DETAIL R SHEET C4 1W. 1.4 EX 10" PVC PIPE FL - 482.80 CD NOT USED IW.-485.50 INV-486.30��) CLIENT: X 1 PV I FURNISH AND INSTALL 6" ASTM D --3034 PVC STORMWATER PIPE WITH TRACER WIRE. SLOPE AS E0" C P cn SHOWN. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. SEE TRENCH FL = 482.62 nFTA11 R qkFFT r.A Relief Imursery FURNISH AND INSTALL 8" ASTM D-3034 PVC STORMWATER PIPE WITH TRACER WIRE. SLOPE AS iri :484.50(�13 INV. CD SHOWN. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. SEE TRENCH 870 S. 42nd Street DETAIL 8, SHEET C4. Springfield, OR EXISTING 40' PRIVATE 7A FURNISH AND INSTALL 12" ASTM D-3034 PVC STORMWATER PIPE WITH TRACER WIRE. SLOPE AS JOINT USE ACCESS SHOWN. 13 EASEMENT PER SURVEY S =0.5% 9 t REC. 2009-008988 FURNISH AND INSTALL CLEANOUT. SEE DETAIL 5, SHEET C4. 9 IARI.Ao AM 10' PVT. UTILITY/ V) FURNISH AND INSTALL 2" SCHEDULE 40 PVC WATERLINE. PROVIDE 36" MINIMUM COVER OVER PIPE INV-485.50 PEDESTRIAN AND PVT. (2D 14 f BICYCLE E4SEMDVT INV 84.50 CL. < INV-476 00 FURNISH AND INSTALL DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 10, SHEET C4. EX. 10 P.U.E. j . • 17 APPROXIMATE WATER METER LOCATION. WATER SERVICE AND METER SIZE BY S.U.B. C) ---C20 SPRINGFIELD UTILITY BOARD (S.U.B.) TO MAKE WATER SERVICE CONNECTION TO EXISTING MAINLINE. cn CD INV:485.75 S 0.57, j 19 FURNISH AND INSTALL 2X2' CLASS 50 RIP-RAP PAD AT DRAIN OUTFALL. cn ...... ...... .. ...... ...... ...... .. ...... INV,-484.25_( bA 02 CONSTRUCT STORMWATER QUALITY TREATMENT AND DETENTION SWALE. PER PLANS AND DETAIL ON INV 25 j s' 0 x THIS SHEET SEE LANDSCAPE PLAN FOR PLANTING REQUIREMENTS 8 D_ sl L is o - r 14 w a, oz D2O FURNISH AND INSTALL 4" DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SERVICE WITH cn FDC, DEVICE TO BE IN AN ABOVEGROUND ENCLOSURE MEETING THE REQUIREMENTS BY S.U.B. 19 SEE DETAIL 11, SHEET C4. ST -ST s ST ST-ST ST PROPOSED POWER FEED. SEE ELECTRICAL PLANS FOR MORE INFORMATION. ST S=O 5Z/,-. • INV.-483.00 CONSTRUCT NEW FIRE HYDRANT (S.U.B.) 15 17 SEE ARCHITECTS PLANS FOR TRASH ENCLOSURE 0 it 21 22 19 14 INV.486.00 :475.00± ICE SUB TO INSTALL 6" WATER LINE FOR FIRE SUPPRESSION AND DOMESTIC WATER USE 1.2 rz) - = I 6 16 P.U.E. EXISTING 5 PUBLIC WATER UTILITY EASEMENT 1W. 48Z. 50± 1 ro I Q (REEL 22478, INST 9684924) X V 5 U7UJff NOMS KAI IV Ey '' ")i IW.-484.50 T ST -ST ST T I K '911 f. I I 1 11 1 111 1 WASTEWATER LINE WW-WW-WW- STORMWATER LINE ST-ST-ST- WATER LINE -W-W-W-W- FL- FIRE LINE E-E- ELECTRIC LINE E c CLEANOUT DOUBLE CHAMBER CATCH BASIN DITCH INLET F-C-Al DOUBLE CHECK ASSEMBLY om REDUCED PRESSURE BACK FLOW ASSEMBLY WATER METER SWALE FLOW ARROW • CONSTRUCTION N0"j7zm1!o;"* PROJECT: FURNISH AND INSTALL DOUBLE CHAMBER CATCH BASIN, SEE DETAIL 6, SHEET C4 PM& DUN ZA Kr.LIEF FURNISH AND INSTALL DETENTION OUTLET STRUCTURE A PER DETAIL THIS SHEET. ok M u FURNISH AND INSTALL DETENTION OUTLET STRUCTURE B PER DETAIL THIS SHEET. N Kbtwx i FURNISH AND INSTALL AREA DRAIN (JR SMITH MODEL 2315 AREA DRAIN WITH 3- OUTLET.) FURNISH CONSTRUCTION REVISIONS AND INSTALL I- SCHEDULE 40 COLD WATER P-TRAP PRIMER PIPE. COORDINATE WITH PLUMBING PLAN. FURNISH AND INSTALL COMPATIBLE FITTING AS INDICATED PER PIPE SIZE SHOWN. CONNECT TO EXISTING STORMWATER LATERAL. PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING STORMWATER LATERAL SHOWN IS APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH CONNECT TO EXISTING WASTEWATER LATERAL. PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING WASTEWATER LATERAL SHOWN IS APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. CONSTRUCT CLEANOUT AT CONNECTION POINT. WASTEWATER CONNECTION TO BUILDING SEE PLUMBING PLANS FOR CONTINUATION. WATER CONNECTION TO BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. FURNISH AND INSTALL 3" ASTM D-3034 PVC WASTEWATER PIPE WITH TRACER WIRE 27. MINIMUM 7A I (D SLOPE. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. SEE TRENCH DETAIL 8, SHEET C4. COORDINATE WITH PLUMBING PLANS S=0.5% S=0.77* 20 IW.-486.50 78 GD, 14 FURNISH AND INSTALL 6" ASTM D-3034 PVC WASTEWATER PIPE WITH TRACER WIRE 17, MINIMUM S 0 5Z SLOPE. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. SEE TRENCH -486.00 DETAIL R SHEET C4 1W. 1.4 EX 10" PVC PIPE FL - 482.80 CD NOT USED IW.-485.50 INV-486.30��) CLIENT: X 1 PV I FURNISH AND INSTALL 6" ASTM D --3034 PVC STORMWATER PIPE WITH TRACER WIRE. SLOPE AS E0" C P cn SHOWN. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. SEE TRENCH FL = 482.62 nFTA11 R qkFFT r.A Relief Imursery FURNISH AND INSTALL 8" ASTM D-3034 PVC STORMWATER PIPE WITH TRACER WIRE. SLOPE AS iri :484.50(�13 INV. CD SHOWN. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. SEE TRENCH 870 S. 42nd Street DETAIL 8, SHEET C4. Springfield, OR EXISTING 40' PRIVATE 7A FURNISH AND INSTALL 12" ASTM D-3034 PVC STORMWATER PIPE WITH TRACER WIRE. SLOPE AS JOINT USE ACCESS SHOWN. 13 EASEMENT PER SURVEY S =0.5% 9 t REC. 2009-008988 FURNISH AND INSTALL CLEANOUT. SEE DETAIL 5, SHEET C4. 9 IARI.Ao AM 10' PVT. UTILITY/ V) FURNISH AND INSTALL 2" SCHEDULE 40 PVC WATERLINE. PROVIDE 36" MINIMUM COVER OVER PIPE INV-485.50 PEDESTRIAN AND PVT. (2D 14 f BICYCLE E4SEMDVT INV 84.50 CL. < INV-476 00 FURNISH AND INSTALL DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 10, SHEET C4. EX. 10 P.U.E. j . • 17 APPROXIMATE WATER METER LOCATION. WATER SERVICE AND METER SIZE BY S.U.B. C) ---C20 SPRINGFIELD UTILITY BOARD (S.U.B.) TO MAKE WATER SERVICE CONNECTION TO EXISTING MAINLINE. cn CD INV:485.75 S 0.57, j 19 FURNISH AND INSTALL 2X2' CLASS 50 RIP-RAP PAD AT DRAIN OUTFALL. cn ...... ...... .. ...... ...... ...... .. ...... INV,-484.25_( bA 02 CONSTRUCT STORMWATER QUALITY TREATMENT AND DETENTION SWALE. PER PLANS AND DETAIL ON INV 25 j s' 0 x THIS SHEET SEE LANDSCAPE PLAN FOR PLANTING REQUIREMENTS 8 D_ sl L is o - r 14 w a, oz D2O FURNISH AND INSTALL 4" DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SERVICE WITH cn FDC, DEVICE TO BE IN AN ABOVEGROUND ENCLOSURE MEETING THE REQUIREMENTS BY S.U.B. 19 SEE DETAIL 11, SHEET C4. ST -ST s ST ST-ST ST PROPOSED POWER FEED. SEE ELECTRICAL PLANS FOR MORE INFORMATION. ST S=O 5Z/,-. • INV.-483.00 CONSTRUCT NEW FIRE HYDRANT (S.U.B.) 15 17 SEE ARCHITECTS PLANS FOR TRASH ENCLOSURE 0 it 21 22 19 14 INV.486.00 :475.00± ICE SUB TO INSTALL 6" WATER LINE FOR FIRE SUPPRESSION AND DOMESTIC WATER USE 1.2 rz) - = I 6 16 P.U.E. EXISTING 5 PUBLIC WATER UTILITY EASEMENT 1W. 48Z. 50± 1 ro I Q (REEL 22478, INST 9684924) X V 5 U7UJff NOMS KAI IV Ey '' ")i IW.-484.50 T ST -ST ST T I K '911 f. I I 1 11 1 111 1 10, PVT UTILITY/ PVL PEDESTRIAN AND BICYCLE EASEMENT EX 10' RUE 7. N anJ' nrsA%rt -i wnnn &i t 3 EXISTING 40' PRIVATE JOINT USE ACCESS EASEMENT PER SURVEY REC. 2009 - 008988 11 ► CONSTRUCTION • 4 CONSTRUCT VERTICAL CURB. SEE DETAIL i, SHEET C4. CONSTRUCT ASPHALT PAVING. SEE DETAIL 2, SHEET e4. CONSTRUCT CONCRETE WALK SEE DETAIL 3, SHEET C4. CONSTRUCT ADA RAMP. SEE DETAIL 4. SHEET C4 CONSTRUCT STANDARD SETBACK DRIVEWAY APRON PER CITY OF SPRINGFIELD STANDARD DETAIL 13 -24 CONSTRUCT STANDARD CURB CUT. CD CONSTRUCT STANDARD CURB AND GUTTER MATCH EXISTING. PER CITY OF SPRINGFIELD STANDARD DETAIL 3 -8 CONSTRUCT 12" WIDE CURB OPENING 'WITH 2'X2' RIP RAP PAD SEE ARCHITECTS PLANS FOR COURT YARD AREA. 0 PROPOSED "NO PARKING — FIRE LANE" SIGN F= PROTHWONA01M 1. FIRE ACCESS ROADS WILL BE DESIGNED TO SUPPORT AN 80,000 LBS IMPOSED LOAD. 2. ` *NO PARKING FIRE LANE. SIGNS WILL BE INSTALLED ALONG FIRE ACCESS ROADS. SITE PREPARATION AND STRUCTURAL FILL REQUIREMENTS SHALL BE PER THE GEO TECHN /CAL ENGINEER OF RECORD AND THE GEOTECHNICAL INVESTIGATION REPOT DATED FEBRUARY 6, 2009 BY FEI TESTING AND INSPECTION INC. CONSTRUCTION REVISIONS CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR STRAIGHT CURB SECTION CLASS fc- 3,000 PSI CONCRETE. MINIMUM SIDEWALK OR TOP SOIL OU01222t PROVIDE 114" CLE4RANCE BETWEEN CONCRETE PADI"I' AND RISER PIPE. *COMPACTED THICKNESS j- DENSE GRADED HMAC (COMPACT TO 9IX RELATIVE COMPACTION RICE) I X., 212 314"-(0) CRUSHED ROCK, COMPACTED AT 95X RELATIVE COMPACTION MODIFIED PROCTOR COMPACTED SUBGRADE 3" PARKING STALLS 4' IN DRIVEWAY AISLES ACPAYING SECTION SCALE, N.T.S. FINISHED GRADE J. 14 HOOP CENTERED IN 4- COMMERCIAL GRADE MIN. CONCRETE PAD (WITHIN TRAFFIC AREAS ONLY PROVIDE 1 112" DEEP— CONTROL JOINT AT 6'-0"** MAX CONSTRUCT JOINT WITHIN 16 HOURS OF POUR (2') 314**—(0) CRUSHED ROCK, COMPACTED AT 957 4" THICK P.C. CONCRETE SIDEWALK WITH BROOM FINISH 6X6 1010 WWM REINFORCEMENT mu i ri vr mrrrxu/-4t-nnvv SIDEWALK PERPENDICULAR SIDEWALK RAMP A A 4 " GUTTER LIP LIP MAX. KIP) SECTION A -A 121, 9 1 SECTION A-A WITH MONOL I THIC CURB & SIDEWALK 6" MIN. PROVIDE TRACER WIRE AS REQUIRED PER LOCAL CODE. SLOPE CONSTRUCTION REVISIONS Relief Nursery 870 S. 42nd Street Springfield, OR WITHIN OUTSIDE UNDISTURBED PAVED AREA PAVED AREA SOIL ------------------------------ ------------------------- — --------------------- - -------- ------------- --------------------------------- . ... ... �7�7177 ------- --- PAVING < \/\,� /,\ STRUCTURE COMPACTED NA T1 VE cc BACKFILL COMPACTED 314 -0 CRUSHED ROCK 6" MIN. PROVIDE TRACER WIRE AS REQUIRED PER LOCAL CODE. SLOPE CONSTRUCTION REVISIONS Relief Nursery 870 S. 42nd Street Springfield, OR