The URL can be used to link to this page

Home My WebLink AboutPlan, Tentative APPLICANT 8/30/2021CODE DATA COMPLY WITH ALL APPLICABLE PROVISIONS OF THE 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) AS AMENDED BY THE STATE OF OREGON. R-2 OCCUPANCY - TYPE V -S CONSTRUCTION AREAS: INSULATION ENVELOPE SHALL BE CONTINUOUS AND UNBROKEN THROUGH ALL CONSTRUCTION ASSEMBLIES AND JOINTS AS FOLLOWS: DOORS 0.20 5 ASKET, SEE SHEET A6.1 WALLS 0.0476 21 CEILINGS / ROOF 0.0526 19 IGID INSULATION ON ROOF DECK SKYLIGHT 0.50 2 SLAB FLOOR EDGE 0.67 16 CODE REVIEW CHAPTERS SEC, 310.3 R-2 APARTMENTS CHAPTER SEC_ 413.1 HIGH PILED STORAGE N.A. AS DEFINITION INVOLVES 12'+ HEIGHT SEC, 420.2 FIRE WALLS - SEE SEC. 708 (FIRE PARTITIONS) SEC, 420.3 FIRE FLOORS- SEE SEC. 711 SEC, 420.4 SPRINKLERS -SEE SEC. 903.2.8 AND 903.3.2 SEC., 420.5 FIRE ALARM -SEE SEC. 907.2.9 SMOKE ALARMS - SEE SEC. 907.2.10 SEC, 420.9 COOKING FACILITIES SEE SEC. 917.2 OF MECHANICAL CODE. CHAPTER SEC. 502.1 ADDRESS EACH BUILDING 4" HIGH NUMBERS, VT' STROKE (MIN.) TABLE 504.3 BUILDING HEIGHT - S13D SPRINKLERS: 1 HR = 50', NR = 40' SEE 903.3.1.3 S13R SPRINKLERS: 1 HR = 60', NR = 60' SEE 903.3.1.2 BUILDING HEIGHT DEF: GRADE PLANE TO AVERAGE HEIGHT OF ROOF. GRADE PLANE DEF: AVERAGE GRADE AROUND BUILDING (ON FLAT SITE). OUR BUILDING HEIGHT (PER DEF): 34'- 7 114" TABLE 504.4 NO. OF STORIES- IHR: 4 STORIES, NR=3 STORIES SEC, 506.2.3 ALLOWABLE AREA (EQUATION 5-2) 7000, + (7000x 50%) =10,500 S.F./FLOOR OUR BUILDING AREA: 6856 S.F. / FLOOR (<7000 W/O INCREASE) CHAPTER 6 TABLE 601 TYPE 5-B CONSTRUCTION - NON RATED CONSTRUCTION TABLE 602 EXTERIOR WALL RATING - NONRATED IF 10'+TO PROP. LINE CHAPTER SEC. 703.7 ATTIC SPACE FIRE / SMOKE BARRIERS SIGN WORDING SEC- 705.2 BALCONIES I DECK PROJECTIONS MAY BE WITHIN 40" OF LINE. SEC. 705.2.3.1 EXCEPTION 3 ALLOWS NON RATED DECKS IF SPRINKLERED. SEC. 705.3 BUILDINGS ON SAME LOT TO HAVE ASSUMED PROPERTY LINE BETWEEN. SEC. 705.5 IF EXTERIOR WALLS WERE RATED, INSIDE ONLY IF SEP.> 10'. SEC. 705.8.1 EXCEPTION 2 ALLOWS UNLIMITED OPENINGS IN NR WALLS SEC, 705.8.5 EXCEPTIONS ALLOW NON -VERTICAL SEPARATION OF OPENINGS. SEC. 708.3 CORRIDOR(BREEZEWAY)WALLS-1 HR. FR RATING W/ 13R SPRINKLERS. SEC. 708.4 FIRE PARTITIONS SHALL EXTEND TO ROOF SHEATHING EXCEPT TO CEILING WHEN CEILING IS OF EQ. FIRE RATING. EXC. 21N CORRIDORS (BREEZEWAY) TO CEILING WITH SPRINKLERS PER SEC. 9903.3.1.1 OR 2 EXC. 3 WHERE CORRIDOR CEILING IS CONSTRUCTED LIKE CORR. WALL. SEC. 708.4.1 SUPPORTING CONSTRUCTION - EXC. - NR IN VB. SEC,. 708.4.2 FIREBLOCK AND ORAFTSTOPS - SEE SEC. 718.4.1 FOR ATTICS EXC.2 DRAFTSTOPPING FOR 1 WALL IN CORRIDORS EXC. 4ATTIC AREAS 3000 SQ. FT. OR EA. 2 UNITS (WHICHEVER IS LESS.) SEC. 711.2.3 SUPPORTING CONSTRUCTION- EXC. 2 NR AT PARTY WALLS SEC. 711.2.4.3 1 HR. FLOOR ASSEMBLIES W/ 13R SPRINKLERS. SEC, 714.4 THROUGH PENETRATIONS OF RATED ASSEMBLIES - TABLE 716.1(2) FIRE DOORS IN 1 HR. CORRIDOR WALLS SHALL BE 20 MINUTE RATED, TABLE 721.1(2) FIRE RESISTANCE OF VARIOUS ASSEMBLIES (SEE SHEET A6.7) GENERAL NOTES CHAPTERIO TABLE 1004.5 1 OCG. PER 200 SQ. FT. = 18 PER STAIRWAY 3499/200=18 SEC. 1005.3.1 STAIR WIDTH 0.3"x18=5.4"REQ'D. W/SPRINKLERS 0.2x18=3.6" TABLE 1002.6.1 R-2 OCC. MAX. OCC =20 AND 125' MAX. LENGTH OF EGRESS TRAVEL. (18 OCC. AND LENGTH LIMIT MET,) SEC. 1020.4 DEAD END (CORRIDORS) LIMITED WHERE MORE THAN ONE EXIT IS REQ'D. PLUS EXCEPTION FOR R-2 OCC. Wl SPRINKERS (50') TABLE 1006.3.3(1) 1 EXIT FOR R-2,125' LENGTH., 4 P.U. PER FLOOR MAX. SEC, 1008.1 ILLUMINATION RECI D. FOR BREEZEWAYS, STAIRS: 1 FTC. SEC. 1009.1 ACCESSIBLE EGRESS REQ'D. SEC. 1009.3.2 STAIR WIDTH <48' ALLOWED. SEC. 1009.3.3 EXC.2 & 5: AREA OF REFUGE NOT REQ'D. SEC. 1010.1.1 32" MIN. CLEAR DOOR OPENING, EXC. CLOSETS <10 S.F. SEC. 1010.1.5 LANDING EA. SIDE OF DOOR. 2% SLOPE MAX. EXC. DECKS 4" STEP MAX. SEC. 1010.1.7 1/2' HIGH THRESHOLD MAX. BEVELED, SEC. 1010.1.9.1 LEVER DOOR KNOBS 34"48" ABOVE FUR. SEC. 1011.2 EXCi 36" MIN. STAIRWAY WIDTH READ. SEC. 1011.5.2 7" MAX., 4" MIN. RISER, 11" MIN. TREADS FOR STAIRS SEC. 1011.5.3.3 SOLID RISERS EXC. 14" SPACE ALLOWED. SEC. 1011.6 LANDING WIDTH =48"MIN. SEC. 1011.7.4 NO ENCLOSED SPACE UNDER EXT. STAIRS UNLESS i HR. RATED, SEC. 1012: RAMPS, 1:12 MAX. WI 30" MAX. RISE & 60" LANDINGS HANDRAILS REQ'D.>6" R. SEC. 1014: STAIR HANDRAILS: 1 1/4"-2" DIA., 34"J8" ABOVE NOSING, OR TYPE 11. SEC. 1014.6 HANDRAILS EXTEND 12" ABOVE TOP, 1 TREAD (SLOPED) BELOW BOTTOM. SEC. 1015.3 PUBLIC GUARDS 42" HIGH, PRIVATE 36" HIGH W/ <4" OPENINGS. SEC. 1015.8 WINDOW SILLS<36" HIGH INSIDE>72" OUTSIDE TO HAVE FALL PREVENTION. ASTM 2090 AND SHALL MEET EGRESS OPENING REQMTS. TABLE 1020.1 CORRIDORS 0.5 HR. RATED W/ SPRINKLERS TABLE 1020.2 CORRIDOR WIDTH 36" MIN. 150 OCCUPANTS SEC. 1020.4 EXC. 2 DEAD END CORRIDOR UP TO 50' Wl SPRINKLERS. CHAPTER 11 -SEE SHEET A6.2 SEC. 1206.2 - STC 50 RATING FOR FLOORS AND WALLS SEPARATING DWELLINGS. 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM 11. MECHANICAL, HVAC, PLUMBING AND ELECTRICAL SYSTEMS ARE BIDDER DESIGNED. J STANDARDS FOR CONSTRUCTION. SEE ALSO THE DRAWINGS AND SPECIFICATIONS. co DESIGN OF SAID WORK SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL 2. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED LLJ PRIOR TO THE AWARD OF RESPECTIVE CONTRACT. 4-14-21 TO BE CONSTRUCTION STANDARDS. CONSULT ARCHITECT FOR CLARIFICATIONS. 12. ALL RUBISH AND DEBRIS RESULTING FROM DEMOLITION ANDIOR NEW WORK 3. COMPLY WITH ALL PROVISIONS OF THE 2019 OREGON STRUCTURAL SPECIALTY CODE. IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFFSITE AND NOT ALLOWED TO ACCUMULATE. BURNING OF DEBRIS IS PROHIBITED. 4. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS Al A DISPOSE OF ASBESTOS, LEAD PAINT AND HAZARDOUS MATERIALS PER CODE. JOB # 2007 AND SITE CONDITIONS TO THE ARCHITECT FOR CLARIFICATION OR MODIFICATION. 13. CONTRACTOR SHALL COORDINATE SCHEDULING OF WORK WITH OWNER PRIOR NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN PLANNED OR TO STARTING WORK, IN NO CASE SHALL WORK INTERFERE WITH OWNER'S 5. THE CONTRACTOR SHALL REQUEST INFORMATION FROM THE ARCHITECT FOR ANY J OPERATION WITHOUT PRIOR WRITTEN APPROVAL OF OWNER. WORK THAT IS MISSING OR NOT PROPERLY SPECIFIED BEFORE BEGINNING WORK 14 ALL FINISHES AND COLORS SHALL BE CHOSEN BY OWNER. 6. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE DRAWINGS. Lo i Lb THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSION IN THE FIELD 15. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITY TO THE HOURS OF BEFORE PROCEEDING WITH THE SUBSEQUENT WORK. ALL DIMENSIONS SHALL SAM TO 5PM MONDAY THROUGH FRIDAY UNLESS OTHER HOURS ARE HAVE PRECEDENCE OVER SCALE. VERIFY ALL DIMENSIONS PRIOR TO WORK. APPROVED IN ADVANCE WITH THE OWNER. 7. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY 16. GEOTECHNICAL (SOILS) ANALYSIS AND/OR ENGINEERING ARE NOT INCLUDED WITHIN THE SCOPE OF THESE ARCHITECTURAL SERVICES. NO OTHER TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE ® ENGINEERING SERVICES ARE ANTICIPATED OR INCLUDED WITHIN THIS WORK. COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS ® yo^v al o L0 NEEDED FOR PROPER PERFORMANCE OF THE WORK. 17. THE CONTRACTOR SHALL NOTIFY HIS EMPLOYEES AND SUS -CONTRACTORS TO MAKE EVERY EFFORT TO MINIMIZE THE DISRUPTION OF THE OWNER'S USE OF 8. INSTALL ALL MATERIALS IN STRICT CONFORMANCE WITH MANUFACTURER'S HIS PROPERTY, INCLUDING, BUT NOT LIMITED TO DAILY CLEAN-UP WRITTEN INSTRUCTIONS FOR LONG LIFE UNDER HARD USE. OBSERVE ALL CONSTRUCTION DEBRIS, SAFE AND STORAGE OF CONSTRUCTION WARRANTY REQUIREMENTS FOR DELIVERY, STORAGE, HANDLING, INSTALLATION NGHTLV EQUIPMENT AND MATERIALS AND MINIMIZING UNNECESSARY NOISE. MASK OFF AND PROTECTION OF ALL MATERIALS. NOTIFY ARCHITECT IF DRAWINGS OR AREAS INTO THE EXISTING BUILDING TO SUBSTANTIALLY REDUCE NOISE, SPECIFICATIONS INFER DISREGARDING THIS NOTE FOR FURTHER CLARIFICATION. DUST AND INTRUSION. 9. IT SHALL BE THE RESPONSIBILILTY OF THE CONTRACTOR TO CHECK WITH THE 18. FULLY COMPLY WITH ALL APPLICABLE BUILDING AND ZONING CODE REQUIREMENTS. ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION O F STRUCTURAL, WITH HA AND USE EQUIPMENT AND PROCEDURES IN FULL COMPLIANCE OS E MECHANICAL AND ELECTRICAL WORK. ANY DISCREPANCY BETWEEN THE INSURE SAFETY OF WORKERS WITH PROPER INSTRUCTIONS AND FACILITIES. 10. DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR 19. CHANGES T THE SCOPE OF THE WORK SHALL BE DESCRIBED IN WRITING WITH ALL WOOD FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO COST AND TIME ADJUSTMENTS CLEARLY DEFINED AND APPROVED BY THE OWNER. PERMIT INSTALLATION OF PIPE AND CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. CONSULT ARCHITECT FOR CUTTING NOT SHOWN ON THE DRAWINGS. 20, THERE SHALL BE NO PENETRATIONS IN WALL OR FLOOR CEILING ASSSEMBLIES THAT SEPARATE DWELLING UNIT$ - UNLESS NOTED OTHERWISE. NORTH �Z VU Lu rim <7 z LIJ n Ltd Z Zo Lo Lo z §.z W(Do Y � �: U 6 J SPR AP. co 0 Lu U) LLJ REVIEW 4-14-21 2 1. ,t. Z PRE -AP a7 • COVER SHEET Al A FILE NAME A11RIDCOV JOB # 2007 1. LLJ � J W� Lo i Lb r m®� ry Z Q U 6 J SPR AP. co 4 J 7-7-21 N REVIEW 4-14-21 2 SURVEY 7-8-20 Z PRE -AP a7 RIDGEVIEW COVER SHEET Al A FILE NAME A11RIDCOV JOB # 2007 U)O � O W� Q ® Lb W m®� > Z Q ® wM ® yo^v al o L0 AA A KENNETH N n tlS� G �pgIOREGON o� y Q O• ®n'� 6 5 SPR AP. 8-23-21 4 SPR AP. 7-7-21 3 REVIEW 4-14-21 2 SURVEY 7-8-20 1 PRE -AP 6-25-20 RIDGEVIEW COVER SHEET Al A FILE NAME A11RIDCOV JOB # 2007 SEE CONTINUATION OF SITE PLAN AT RIGHT a• TIUA 0 g 0 O x u, ELECTRIC TRANSFORMER g� CEDAR CCMMUNICATIOP PEDESTAL ENTRY DRIVE AT MAIN STREET 1/16" = r-0• SITE PLAN vis" = T-0" t in .SnIfina efd®reaon TAX LOT 4303 ;ITE LIGHTING - ;EE SHEET A1.5 49^ REDWOOD Bl H TAX LOT TAX LOT TAX LOT 31 'Rp 04 �� KENNETH . EN cm's cP D, OREGON OF 6 5 SPR AP. 8-23-21 4 SPR AP. 7-7-21 3 REVIEW 4-14-21 2 SURVEY 7-8-20 1 PRE -AP 6-25-20 RIDGEVIEW SITE PLAN A1.2 FILE NAME Al2RIDSP2C JOB # 2007 H.C. PK G. & SEE DETAIL 4"o�` 2:p, 6" A9.3 2'-0" 3'-0" T -0 -'(Ii 3 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" F SO 4' \� z0° I} --'— -- --- --- --- ------ --- -- / a:p, - RSD I 1 I 1 I ROOF OVERHANG olI FF/CE B(OG ` ANDSCAPINC �OF BIKE /HARKING FOR{8} 5. / N. C1 ISE EDETAIL' — — -- — — — — — i 10 Ata L—_..------- .:_------- --J SIM.! PARKING FOR (14) BIKES T EE DETAIL .. PARKING FOR 6 VERSIZ DBIKES Xz� PARKINS-,�'((2I)CES. �. /6. SEE DETAIL ().O F,ETAIL 5 .A.3 ! ��,. .,/ A103 SIDECURB I WAL i PARKING AREA SIM. .. f .. / L " o .. .. _� CUR .. _ ...� N _ PARKING AREA �- ROOF OVERHANGI LANDSCAPING A TOTALI _-"- - i OF BIKE SHELTER 1 �� 8 BIKE P KING STALL (9) "SHORT TERM" BIKES SHALL BE SHELTERED. 14 BIKE PARKING STALL OF 27 BIKES ARE "LONG TERM" AND MUST BE SHELTERED IN A LIGHTED AREA. r BIKE PARKING SHELTER #2 INTERIOR OF SHELTER SHALL BE LIGHTED, WITH LIGHTING CONTROLLED BY A PHOTOCELL SWITCH. KE PARKING AT STORAGE BLD G. BIKE PARKING SHELTER #3 (NO LIGHTING REO' 9/4* 1*4 (D34/4" =9'-0" (NO BIKE PARKING SHELTER AT THIS LOCATION.) 4 1/4"=1'-0" LL PARKING AREA a O CU . , RB BIKE Z RAMP ' A p 4I4 1� PARKING FOR14) BII. g .�sIDEwALIQ A4 PARKING1SEE DETAn. 5 ., A13 ' RKING 10 A ''PA FOR )BIKES. .. q t! Z SEE DETAIL Ll F. _ A9 3 n a F. O y � 2 12 < a Qi. illi / 4 j V- A1.3 A 4 i f A •o I `1"':. - 1. " =1 FOOTINGS & FRAMING SIDEWALK) FOR BIKE SHELTERS - w �- - SEE STRUCTURAL PLANS. A 9 -- --- --- .--- -- --- --- - ... LANDS APING ROOF OVERHANG OF BIKE SHELTER - U #Iq- 2-4- 3:_0. 3.-0.. 3:-0:� 3:-0. 3.-p�: 2.-0 4 ----- TYPICAL 14 BIKE RKING STALL BIKEAPARKING SHELTER #1 INTERIOR OFSHELTERSHALL BELIGHTED, WITH LIGHTING CONTROLLED BYAPHOTA &BIKE PARKING AT BUILDING #3 BIKE SHELTER ELEVATION A TOTAL OF 27 BIKES ARE "LONG TERM"AND MUST BE SHELTERED IN A LI BYA PHOTO CELL SWITCH. - 1-0" (NO BIKE PARKING SHELTER AT THIS LOCATION.) 1 �. 1/4"= V-0" 4" - 1'-0" T.S. 4x4x1/4" T /} COLUMN / GROUTED O i/// U D.S. L \ IN CELL 'o \ 1. \N PLANTER / A AREA / \ d', T.S. PLANTER AREA _ ' 1p PLANTER / \\ AREA �78'i4 V A\ DURA STERT\ \ V PRO(�VVIDE/ \ V Dill OSrALWITHI� v L T Z ANS1,308.3.1 DRAIN GRATING / f A PERPENDICULAR V //WMITEF R m \ SEE STRUCTURAL -RAVEL DI</�TION /BC/ - \ pPUMPSTER j� TRAVEL DI<ECTIOf�"Tj'ftAASONR' A 9.-0.: \ \� Y \ C T.S. 4X4x1/4" T.S. 4x4x N4 A O / / V v COLUMNOq y 4 COLUMN GROUTED o A A/ ' / �. - _ GROUTED g, A A - g, % >g SEE ENLARGED IN CELL iPxiV A INSELL ' �p A vF� / a TRASH ENCLOSURE B' \ \ 45" MITER \ \ / 45" MITER \ O' PLAN - DETAIL 15 PLANTER V / ----s --� PLANTER \\ U /MASONRY i Ai 3 AREA A V �, - - � AREA TS Sx2x3/16 m _ NOTE: A. D.A. ACCESS 6°CURB 6'-1- i'-11 t 8"CURB 6'-1 IDTH,ST BE MAINTAINED 4 8 NO CURB AT DOO 8 9 4 MU THROUGH TRASH ENCL. TRASH ENC OSURE 13 8 „SH ENCLOSURE VICINITY PLANOA ARCHITECTURAL FOUNDATION PLAN TRASH E 14 1/4"=1'-0" 15 1/4"=1'-0 STAND SEAM METAL ROOF STAND SEAM METAL ROOF STAND SEAM METAL ROOF - ON 1 112" CHANNELS IN 24" O� ON 1 i/2" CHANNELS IN 24" O> C, ON i V2" CHANNELS IN 24" O.C. ON T.B. METAL FRAMING ON T.S. METAL FRAMING ON T.S. METAL FRAMING RAFTERS @ 48° O.C. RAFTERS @ 48" O.C. RAFTERS @ 48" O.C. 12 8F- 5" FASCIA/ 4 in ROWLOCK COURSE RED BRICK CAP -r ROWLOCK COURSE RED BRICK CAP � 5" FASCIA/ STAND SEAM METAL ROOF /\w / / NN 3 / ,4- GL\ PROVIDE PARALLEL BIKE HOOPS AT 36" O.C. 24" CLEAR FROM WALL OR SLAB EDGE, Z-0" 2'-0" --a1n I 1 La E � CONCC. SLAB.ANISA H V� ■ -f 11",\ T 19r / -; PROVIDE PARALLEL BIKE HOOPS AT 48" O.C. 36" CLEAR FROM WALL. X999 1/4"x6" DIA. PO ER COATED --J FLANGE MOUNT DWI (2) 112" DIA. HOLES �> 4" BROOM FINISH CONC. SLAB. / 1L"x 6ED14. MOUNT POWDER COATED / PROVIDE (2)318'x IO GALV LAG SCREWS --V - L P,E - - " V MP PROOF J// STEED IPEO 9DEOR COATED (�GALV. R ETI MP� �OOF/ - - - - - DIAE - -COATED FLANGE MOUNT PAD WI EWS (2) 112° DIA. HOLES. OPACH RACK - -1 IK PROVIDE (2) 318' x 3" GALV. LAG SCREWS , ' IN GALV. EXPANSION ANCHORS W/ -I LA 318"x GAL . A ER LAG SCREWS AT EACH RACK. - - - -..,..._.... - .. S _ ._ --,wwFN (4 ANCHORS PER RACK). F J mom I L..I J LJ 1 24" x 72" FOOTPRINT PER BIKE RACK &VERSIZED24" x 96" FOOTPRINT PER BIKE RACK ----------------- 1/2"= V-0" AS AVAILABLE FROM RADIUS PIPE BENDING" =1-0" AS AVAILABLE FROM RADIUS PIPE BENDING STANDARD BIKE RACK BIKE RACK —.rediuspipe.com (541)998-9700 www.rediuspipe.com (541)998-9700 6x6x3/i6" TAB ON 12" INSIDE OF GATE W/ SLOT FOR bm EYEBOLT. \ 6 RE FLOG PLANQ9) TRASH ENCLOSURE ROOF PLAN A.D.A.1/4"=1'-0" STAND SEAM METAL ROOF ON 1 1/2" CHANNELS IN 24" O.G. \ ON T.S. METAL FRAMING \\1 RAFTERS @ 48" O.C. ROWLOCK COURSE III( —♦11- FRAMING RED BRICK CAP , I METAL ROWLOCK COURSE RED BRICK CAP - STANDING SEAM METAL ROOF ON T.S. 4x4xI14" RIDGE & EAVE BEAMS. 26 GA. PREPAINTED CLOSER W/ HEMMED DRIP EDGE. T.S. 4x4xt/4" POSTS PAINTED TO MATCH BIKE RACKS. BIKE RACKS -e SEE DETAIL A9.3 4" CONC. SLAB. `NOTE: ENSURE TOP OF FOOTING IS BELOW ADJACENT IMPROVEMENTS. u `FOOTING PER STRUCTURAL PLANS. 12 12 STANDING SEAM 8 & METAL ROOF ON J STAIJDARD A �CM BLOCK \ Oq FIRS COURSE \ \ ON FOOTING. ZQ CLOSER W/ HEMMED FINISH 8"x8"x16" SPLIT FACE C.M.U. DRIP EDGE. / DRAIN GRATING PERPENDICULAR 45" MITEI PLANTER / \\ AREA �78'i4 V A\ DURA STERT\ \ V PRO(�VVIDE/ \ V Dill OSrALWITHI� v L T Z ANS1,308.3.1 DRAIN GRATING / f A PERPENDICULAR V //WMITEF R m \ SEE STRUCTURAL -RAVEL DI</�TION /BC/ - \ pPUMPSTER j� TRAVEL DI<ECTIOf�"Tj'ftAASONR' A 9.-0.: \ \� Y \ C T.S. 4X4x1/4" T.S. 4x4x N4 A O / / V v COLUMNOq y 4 COLUMN GROUTED o A A/ ' / �. - _ GROUTED g, A A - g, % >g SEE ENLARGED IN CELL iPxiV A INSELL ' �p A vF� / a TRASH ENCLOSURE B' \ \ 45" MITER \ \ / 45" MITER \ O' PLAN - DETAIL 15 PLANTER V / ----s --� PLANTER \\ U /MASONRY i Ai 3 AREA A V �, - - � AREA TS Sx2x3/16 m _ NOTE: A. D.A. ACCESS 6°CURB 6'-1- i'-11 t 8"CURB 6'-1 IDTH,ST BE MAINTAINED 4 8 NO CURB AT DOO 8 9 4 MU THROUGH TRASH ENCL. TRASH ENC OSURE 13 8 „SH ENCLOSURE VICINITY PLANOA ARCHITECTURAL FOUNDATION PLAN TRASH E 14 1/4"=1'-0" 15 1/4"=1'-0 STAND SEAM METAL ROOF STAND SEAM METAL ROOF STAND SEAM METAL ROOF - ON 1 112" CHANNELS IN 24" O� ON 1 i/2" CHANNELS IN 24" O> C, ON i V2" CHANNELS IN 24" O.C. ON T.B. METAL FRAMING ON T.S. METAL FRAMING ON T.S. METAL FRAMING RAFTERS @ 48° O.C. RAFTERS @ 48" O.C. RAFTERS @ 48" O.C. 12 8F- 5" FASCIA/ 4 in ROWLOCK COURSE RED BRICK CAP -r ROWLOCK COURSE RED BRICK CAP � 5" FASCIA/ STAND SEAM METAL ROOF /\w / / NN 3 / ,4- GL\ PROVIDE PARALLEL BIKE HOOPS AT 36" O.C. 24" CLEAR FROM WALL OR SLAB EDGE, Z-0" 2'-0" --a1n I 1 La E � CONCC. SLAB.ANISA H V� ■ -f 11",\ T 19r / -; PROVIDE PARALLEL BIKE HOOPS AT 48" O.C. 36" CLEAR FROM WALL. X999 1/4"x6" DIA. PO ER COATED --J FLANGE MOUNT DWI (2) 112" DIA. HOLES �> 4" BROOM FINISH CONC. SLAB. / 1L"x 6ED14. MOUNT POWDER COATED / PROVIDE (2)318'x IO GALV LAG SCREWS --V - L P,E - - " V MP PROOF J// STEED IPEO 9DEOR COATED (�GALV. R ETI MP� �OOF/ - - - - - DIAE - -COATED FLANGE MOUNT PAD WI EWS (2) 112° DIA. HOLES. OPACH RACK - -1 IK PROVIDE (2) 318' x 3" GALV. LAG SCREWS , ' IN GALV. EXPANSION ANCHORS W/ -I LA 318"x GAL . A ER LAG SCREWS AT EACH RACK. - - - -..,..._.... - .. S _ ._ --,wwFN (4 ANCHORS PER RACK). F J mom I L..I J LJ 1 24" x 72" FOOTPRINT PER BIKE RACK &VERSIZED24" x 96" FOOTPRINT PER BIKE RACK ----------------- 1/2"= V-0" AS AVAILABLE FROM RADIUS PIPE BENDING" =1-0" AS AVAILABLE FROM RADIUS PIPE BENDING STANDARD BIKE RACK BIKE RACK —.rediuspipe.com (541)998-9700 www.rediuspipe.com (541)998-9700 6x6x3/i6" TAB ON 12" INSIDE OF GATE W/ SLOT FOR bm EYEBOLT. \ 6 RE FLOG PLANQ9) TRASH ENCLOSURE ROOF PLAN A.D.A.1/4"=1'-0" STAND SEAM METAL ROOF ON 1 1/2" CHANNELS IN 24" O.G. \ ON T.S. METAL FRAMING \\1 RAFTERS @ 48" O.C. ROWLOCK COURSE III( —♦11- FRAMING RED BRICK CAP , I METAL ROWLOCK COURSE RED BRICK CAP - STANDING SEAM METAL ROOF ON T.S. 4x4xI14" RIDGE & EAVE BEAMS. 26 GA. PREPAINTED CLOSER W/ HEMMED DRIP EDGE. T.S. 4x4xt/4" POSTS PAINTED TO MATCH BIKE RACKS. BIKE RACKS -e SEE DETAIL A9.3 4" CONC. SLAB. `NOTE: ENSURE TOP OF FOOTING IS BELOW ADJACENT IMPROVEMENTS. u `FOOTING PER STRUCTURAL PLANS. 12 12 STANDING SEAM 8 & METAL ROOF ON J T.S. 4x4x1/4" RIDGE H.D. GALV. BOLTS @ 48" O.C.. CTSK. & EAVE BEAMS. � Lo 26 GA. PREPAINTED ZQ CLOSER W/ HEMMED FINISH 8"x8"x16" SPLIT FACE C.M.U. DRIP EDGE. Lo T.S. 4x4x1/4' POSTS ci PAINTED TO MATCH 3/i6 "TVP. #5 REBAR VERT @32"O.C. BIKE RACKS. N IKE RACKS -� 1��JJ \ EE DETAILA1.3" GROUT REBAR CELLS FULL. CONIC. SLAB. FOOTING PER STRUCTURAL PLANS. 12 BIKE SHELTER ELEVATION 1/4" = 1'-0" T,S. 2x2x3/16 T.S. 3x3x1/4 GATE FRAME W/. COLUMN T.S. 2x2x3/16 PICKETS @ 6° O.C. GROUT CELL FULL. ROWLOCKCOURSE \ RED BRICK CAP MITER AT CORNERS THREADED. f S.S. HOOKS W/ P.T. 2x4 SPACER @ 48" O.C. TAMPERPROOF NUT P.T, 4x8 BUMPER @ 40" 6 ABOVE SLAB W/ 5/8" DIA. x W J H.D. GALV. BOLTS @ 48" O.C.. CTSK. �n w °' � Lo BLACK POWDER COAT ZQ REVIEW FINISH 8"x8"x16" SPLIT FACE C.M.U. Lo IN RUNNING BOND LAYUP WI ci It 3/i6 "TVP. #5 REBAR VERT @32"O.C. �Q N HOOKED INTO FOOTING FILE NAME A13RIDSD J 0 GROUT REBAR CELLS FULL. a 2" 5' • 2• GRADE EYEI OLTS O // / / /j c •' 'JJ P / I�LJ �3/8W FLATHEAD S.S. BOLT EXP. TS 8x2x3/16 ANCHOR @ 24" O.C. DIMPLE @ 6' 1 BOLTS \ TRASH ENCLOSURE GATE TRASH ENCLOSURE CMU WALL -0 17 1/2"=1'" 18 1/2"=1'-0" 8 xWxi6' SPLIT FACE C.M.U. �� 8'k8 x18" SPLIT FACE C.M.U.8"x8"x16" SPLIT FACE C.M.U. 2 HINGED STEEL TE 10-X20" CONC. 10"x20" CONC.-� 10"x20" C� r;;F 8"x8"xi B' SPLIT FACE C.M.U. IN RUNNING BOND LAYUP W/ IN RUNNING BOND LAYUP W/ IN RUNNING BOND LAYUP W/ W/ EYEBOLT HINGES FOOTING WI FOOTING W/ FOOTING W1 IN RUNNING BOND LAYUP W/ #5 REBAR VERT @ 32" D.C. #5 REBAR VERT @ 32" D.C. #5 REBAR VERT @ 32" O.C. & CATCH (2) #4 CONT. (2) #4 CONT. (2) #4 CONT. #5 REBAR VERT @ 32" O.C. HOOKED INTO FOOTING :"j O 1/4" m 1.p" HOOKED INTO FOOTING HOOKED INTO FOOTING 22 1/4 - 1-0" HOOKED INTO FOOTING TRASH ENCLOSURE N.W. ELEV. 4/ TRASH ENCLOSURE S.W. ELEV.00, TRASH ENCLOSURE SOUTH ELEV. TRASH ENCLOSURE S.E. ELEV. TRASH ENCLOSURE WEST ELEV. 19 1/4"=1'-0' 21 1/4"=1'-0" 23 114"=1'-0" STAND SEAM METAL ROOF ON 1 1/2" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING RAFTERS @48" O.C. 5° FASCIA/ GUTTER ROWLOCK COURSE RED BRICK CAP I 8"x8"x16" SPLIT FACE C.M.U. IN RUNNING BOND LAYUP W/ #5 RESAR VERT @ 32" O.C. HOOKED INTO FOOTING 2 4 TRASH ENCLOSURE N.W. ELEV. 1/4" = V-0" Nq N Y VJ Z rO V W NW Z � W 0 VJ O ~ Z J W n LL W d- N Z CD Lo 0 N!fo a oU) 6 J LLI �n w °' � Lo 8-23-21 ZQ REVIEW Z Lo 7-8-20 ci It Z �Q N LJJ(D FILE NAME A13RIDSD J 0 .-. o a ��,NfNfW � fZWonn v VJ Z rO V W NW Z � W 0 VJ O ~ Z J W n LL W d- N Z CD Lo 0 N!fo a oU) �40 w KENNETH��SEN th D, OREGON OF 6 J 4 _I 8-23-21 M N REVIEW U) 2 T 7-8-20 z PRE -AP 00 RIDGEVIEW SITE DETAILS F- FILE NAME A13RIDSD JOB # 2007 ��,NfNfW fZWonn v V O Q O O Lo W mp� > dao Z (D O O ®ate �40 w KENNETH��SEN th D, OREGON OF 6 5 4 SPR AP. 8-23-21 3 REVIEW 4-14-21 2 SURVEY 7-8-20 1 PRE -AP 6-25-20 RIDGEVIEW SITE DETAILS A1.3 FILE NAME A13RIDSD JOB # 2007 NAFCO BOLLARD PATH LIGHT 42-RFBC-20-50-xx-5 (2 1) REQUIRED AS SHOWN AS AVAILABLE FROM WISCONSIN LIGHTING LAB 6 (920)602-7497 ro 1- z INSTALL ON 12" DIA x 12" DEEP LEVEL CONC. FOUNDATION USING GALV. TEMPLATE & (3) 30 DIA. x 6" ANCHOR BOLTS PROVIDED. n GRADE V�\ •, i pit ; . ///////// � 48., v / /PFOV DE l' DIA ELECT. PVC SLEEVE \ FOR WIRING ACCESS AND EGRESS. --=C_L-<'/�A�/V�T-- ------ DEPTH PER CODE B-1 STANDARD BOLLARD PATH LIGHT = 1'-0" NAFCO SHOEBOX LIGHT FIXTURE 12-SBHC-40-50-x.70 (2) REQUIRED AS SHOWN AS AVAILABLE FROM WISCONSIN LIGHTING LAB (920)602-7497 GRADE 7 SIGN LIGHTING 1„ =1.-0" TWIN FIXTURE AT 90` ANGLE TO OTHER FIXTURE LI GHTPOLESPLUS.COM 4" STANDARD LIGHT POLE ANODIZED BLACK W/ 20-ARL-60-50-xx4 OR 20-ARL-60-50-xx4-TWIN SINGLE OR TWIN LIGHT FIXTURES. NOTE: SPRINGFIELD ZONING CODE LIMITS HEIGHT OF LUMINAIRES TO 25' (MAX.) ABOVE PAVEMENT. BASE COVER GRADE 1 ^ L-1 POLE MOUNTED LIGHT y 1/2" = V -0- C� 2- Zu o W C) i VJ J �U rf� Z Y U) N It LLJ w A Z ZO Z a N uu coo o co a Lf) U) Z O I L W W Zw CD Z cn o ZJ W Z> LL W Q "t CD d -N Z Lo � Of 0 a c/) U J M J N U) ti Z W V 0 Lu Q Lo W m0 Z Q O W -i O0 0 \MY O —�, �dLo KENNETH N n C� H tlj`"OREGON 6 5 SPR AP. 8-23-21 4 SPR AP. 7-7-21 3 REVIEW 4-14-21 2 SURVEY 7-8-20 1 PRE -AP 6-25-20 RIDGEVIEW SITE LIGHTING A1.5 FILE NAME A15RIDSLTG JOB # 2007 METAL POST CAP - T' SIMPSON G.I. FENCE RAIL BRACKET - TYP. METAL POST CAP - 7 SIMPSON G.I. FENCE RAIL BRACKET - TYP METAL POST CAP --1 -1— SHRUBS FROM 5 GAL CONTAINERS W/ 24" HEIGHT AT TIME OF PLANTING. SHRUB& TREE PLANTING 2" CALIPER �1)1311) TREE. TREE STAKES (3) REQUIRED DO Nor PENETRATE ROOT BALL TIE OFF TRUNK W/ TWINE TO STAKES PROVIDE CARDED. WRAP AT TRUNK. 2' BARK MULCH GROU No COVER FOLD BURLAP BACKFROM TOP OF BALL BACKFILL MIX NOTES: 1. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED BY A LICENSED CONTRACTOR IN Ali LAWN, SHRUB BEDS AND STORMWATER FILTERS, STORMWATER FACILITY SHOULD BE ZONED SEPARATELY SO THAT ONCE PLANTS ARE ESTABLISHED WATER CAN BE APPLIED INFREQUENTLY, 2. A14Y PLANT SUBSTITUTIONS SHALL HE APPROVED BY OWNER AND MEET REQUIREMENTS OF CITY OF SPRINGFIELD CODE 3. PURCHASE HEALTHY MATERIAL AT MINIMUM SIZES INDICATED ON PLAN. 4. PLACEMENT OF SHRUBS AND TREES SHOULD MATCH DESIGN AS CLOSELY AS POSSIBLE. MINOR ADJUSTMENTS IN PLART SPACING ARE ACCEPTABLE. 5. PLANT QUANTITY SHOULD BE BASED ON PLANTING PLAN, NOT PLANT UST. 6. DESIGNER IS NOT RESPONSIBLE FOR PLANT FAIUJRE. 7. THE SWALE SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO DISCHARGE TO THE PUBLIC STORM DRAIN SYSTEM. IF THIS CONDITION CANNOT BE ME', THEN THE OWNER SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM 630SION CONTROL/WATER QUALITY MEASURES ACCEFFABLE TO CITY OF SPRINGFIELD EROSION SPECAUSTS. 0. ALL LANDSCAPE AREAS ON OUTSKIRTS OF PROPERTY PROPOSED TO BE LAWN. 9. STORMWATER PLANTER TO BE TOPPED WITH 2" ROCK MULCH 10. STORMWATER PLANTER SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABUSHED PRIOR TO FIN& APPROVAL OF THE FINAL SITE INSPECTION. IF CONDITION CANNOT BE MET, THE APPUCANT SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT & PUBLIC WORKS DEPARTMENT. THE INTERIM EROSION CONTROL SHALL BE IN ADDITION TO THE REQUIRED PLANflNGS FOR THE SITE. ELECTRA C TFANSFOR" E 1 4 0 COVMU 'EDAR N CAT07 N P'DESTAL TE PHONE ELECTRIC BOX VAULT PROPERTIES. t PRELIMINARY LANDSCAPE PLAN (20) 1116"= I'LO' s! 0 9 6 CITY OF SPRINGFIELD ZONING REFERENCE DESIGN COMMENT CITY OF SPRINGFIELD SECTION 3.2-240 MULTI -FAMILY SIZE Sa. 15% OF SITE TO BE LANDSCAPED. (MIN.) ENTIRE SITE AREA � 86,444 SQ. FT., (INCL. FLAG POLE), I 6%= 12,967 SQ, FT. 2 IN CALIPER TREES (DBHL 24' HIGH SHRUBS. NON HARDSCAPE AREA = 27,530 SO. FT. = 31.8% 6d. LANDSCAPING SHALL BE IRRIGATED ORAS APPROVED BY LANDSCAPE ARCHITECT. SEE NOTE AT DETAIL TITLE 20/Al.6. 6-25-20 RIDGEVIEW CITY OF SPRINGFIELD SECTION 4.4-105 LANDSCAPING D�V. DAVID VIBURNUM D.l. LANDSCAPING REQUIRED IN ALL SET13ACK AREAS. 24" HT. D.2. LANDSCAPPING REQUIRED IN PARKING LOT PLANTING AREAS. RHOOODENDRON'PURPLE SPLENDOUR E. AT LEAST 65% OF REQUIRED PLANTING AREAS COVERED WITH PLANT MATERIALS. IUSETBACK AREA = 11,233 SO, FT., 65% = 7301 SQ. FT. EA. PROVIDE 2 TREES 6'HIGH, 2" CAL. PER 1000 SQ, FT, OF REQUIRED AREA._ 24� ITT. E.2. PROVIDE 10 SHRUBS. 5 GAL. OR LARGER PER 1000 SQ. FT. OF REQUIRED AREA. 2 TREFS/10 SHRUBS PER 1000= 23 TREES, 113 SHRUBS E.3. LAWN AND/OR GROUNDCOVER MAYBE SUBSTITUED FOR TREES OR SHRUBS. LAWN AND/OR GROUNDCOVER MAYBE SUBSTITUED FOR TREES OR SHRUBS. F. PARKING LOT PLANTING AREAS: 1 TREE, 2CAL., 4 SHRUBS 5 GAL. 24" HT G. PERMANENT UNDERGROUND IRRIGATION REQUIRED UNLESS EXEMPTED, PERMANENT UNDERGROUND IRRIGATION SHALL BE PROVIDED IF RE011_ I.I. EXISTING PLANTS TO REMAIN SHALL BE PROTECTED. PROTECTION FENCING INDICATED. DOE OF TREES TO REMAIN. FENCING AT DRIP EDGE. UNLESS CERTIFIED BY LANDSCAPE ARCHITECT FOR 90% SURVIVAL OVER 5 YEARS, _j 1.3. PLANTING SPECIFICATIONS MAY BE REQUIRED. RECREATION. i' CITY OF SPRINGFIELD SECTION 4.4-110 SCREENING Lo B. SCREENING SHALL BE... CONTINUOUS TO AT LEAST FABOVE GROUND LEVEL. AREA 26!x28' B.3. STRUCTURAL SCREEN (FENCE) SHALL 13E SIGHT -OBSCURING. (D r" B.3.C. REFUSE CONTAINER SHALL BE SCREENED. 704SQ.-FT�'... z I p w C6 Q0 w B-1 c:) Of ce) w c:) is, 0 01 c) S f z LIL ` FL ND h & I %, .. . . .. . �' : p. 6' DUST ELECTRA C TFANSFOR" E 1 4 0 COVMU 'EDAR N CAT07 N P'DESTAL TE PHONE ELECTRIC BOX VAULT PROPERTIES. t PRELIMINARY LANDSCAPE PLAN (20) 1116"= I'LO' s! 0 9 2�S 11) 2� 213 11 26 26 24 23 22 21 0 �g- LANDSCAPING ZONING CODE NOTES 6 CITY OF SPRINGFIELD ZONING REFERENCE DESIGN COMMENT CITY OF SPRINGFIELD SECTION 3.2-240 MULTI -FAMILY SIZE Sa. 15% OF SITE TO BE LANDSCAPED. (MIN.) ENTIRE SITE AREA � 86,444 SQ. FT., (INCL. FLAG POLE), I 6%= 12,967 SQ, FT. 2 IN CALIPER TREES (DBHL 24' HIGH SHRUBS. NON HARDSCAPE AREA = 27,530 SO. FT. = 31.8% 6d. LANDSCAPING SHALL BE IRRIGATED ORAS APPROVED BY LANDSCAPE ARCHITECT. SEE NOTE AT DETAIL TITLE 20/Al.6. 6-25-20 RIDGEVIEW CITY OF SPRINGFIELD SECTION 4.4-105 LANDSCAPING D�V. DAVID VIBURNUM D.l. LANDSCAPING REQUIRED IN ALL SET13ACK AREAS. 24" HT. D.2. LANDSCAPPING REQUIRED IN PARKING LOT PLANTING AREAS. RHOOODENDRON'PURPLE SPLENDOUR E. AT LEAST 65% OF REQUIRED PLANTING AREAS COVERED WITH PLANT MATERIALS. IUSETBACK AREA = 11,233 SO, FT., 65% = 7301 SQ. FT. EA. PROVIDE 2 TREES 6'HIGH, 2" CAL. PER 1000 SQ, FT, OF REQUIRED AREA._ 24� ITT. E.2. PROVIDE 10 SHRUBS. 5 GAL. OR LARGER PER 1000 SQ. FT. OF REQUIRED AREA. 2 TREFS/10 SHRUBS PER 1000= 23 TREES, 113 SHRUBS E.3. LAWN AND/OR GROUNDCOVER MAYBE SUBSTITUED FOR TREES OR SHRUBS. LAWN AND/OR GROUNDCOVER MAYBE SUBSTITUED FOR TREES OR SHRUBS. F. PARKING LOT PLANTING AREAS: 1 TREE, 2CAL., 4 SHRUBS 5 GAL. 24" HT G. PERMANENT UNDERGROUND IRRIGATION REQUIRED UNLESS EXEMPTED, PERMANENT UNDERGROUND IRRIGATION SHALL BE PROVIDED IF RE011_ I.I. EXISTING PLANTS TO REMAIN SHALL BE PROTECTED. PROTECTION FENCING INDICATED. DOE OF TREES TO REMAIN. FENCING AT DRIP EDGE. UNLESS CERTIFIED BY LANDSCAPE ARCHITECT FOR 90% SURVIVAL OVER 5 YEARS, _j 1.3. PLANTING SPECIFICATIONS MAY BE REQUIRED. RECREATION. i' CITY OF SPRINGFIELD SECTION 4.4-110 SCREENING Lo B. SCREENING SHALL BE... CONTINUOUS TO AT LEAST FABOVE GROUND LEVEL. AREA 26!x28' B.3. STRUCTURAL SCREEN (FENCE) SHALL 13E SIGHT -OBSCURING. (D r" B.3.C. REFUSE CONTAINER SHALL BE SCREENED. 704SQ.-FT�'... z I p w C6 Q0 w � c:) Of ce) w c:) is, 0 01 c) S f 2�S 11) 2� 213 11 26 26 24 23 22 21 0 �g- LANDSCAPING ZONING CODE NOTES 6 CITY OF SPRINGFIELD ZONING REFERENCE DESIGN COMMENT CITY OF SPRINGFIELD SECTION 3.2-240 MULTI -FAMILY SIZE Sa. 15% OF SITE TO BE LANDSCAPED. (MIN.) ENTIRE SITE AREA � 86,444 SQ. FT., (INCL. FLAG POLE), I 6%= 12,967 SQ, FT. 2 IN CALIPER TREES (DBHL 24' HIGH SHRUBS. NON HARDSCAPE AREA = 27,530 SO. FT. = 31.8% 6d. LANDSCAPING SHALL BE IRRIGATED ORAS APPROVED BY LANDSCAPE ARCHITECT. SEE NOTE AT DETAIL TITLE 20/Al.6. 6-25-20 RIDGEVIEW CITY OF SPRINGFIELD SECTION 4.4-105 LANDSCAPING D�V. DAVID VIBURNUM D.l. LANDSCAPING REQUIRED IN ALL SET13ACK AREAS. 24" HT. D.2. LANDSCAPPING REQUIRED IN PARKING LOT PLANTING AREAS. RHOOODENDRON'PURPLE SPLENDOUR E. AT LEAST 65% OF REQUIRED PLANTING AREAS COVERED WITH PLANT MATERIALS. IUSETBACK AREA = 11,233 SO, FT., 65% = 7301 SQ. FT. EA. PROVIDE 2 TREES 6'HIGH, 2" CAL. PER 1000 SQ, FT, OF REQUIRED AREA._ 24� ITT. E.2. PROVIDE 10 SHRUBS. 5 GAL. OR LARGER PER 1000 SQ. FT. OF REQUIRED AREA. 2 TREFS/10 SHRUBS PER 1000= 23 TREES, 113 SHRUBS E.3. LAWN AND/OR GROUNDCOVER MAYBE SUBSTITUED FOR TREES OR SHRUBS. LAWN AND/OR GROUNDCOVER MAYBE SUBSTITUED FOR TREES OR SHRUBS. F. PARKING LOT PLANTING AREAS: 1 TREE, 2CAL., 4 SHRUBS 5 GAL. 24" HT G. PERMANENT UNDERGROUND IRRIGATION REQUIRED UNLESS EXEMPTED, PERMANENT UNDERGROUND IRRIGATION SHALL BE PROVIDED IF RE011_ I.I. EXISTING PLANTS TO REMAIN SHALL BE PROTECTED. PROTECTION FENCING INDICATED. DOE OF TREES TO REMAIN. FENCING AT DRIP EDGE. UNLESS CERTIFIED BY LANDSCAPE ARCHITECT FOR 90% SURVIVAL OVER 5 YEARS, _j 1.3. PLANTING SPECIFICATIONS MAY BE REQUIRED. CITY OF SPRINGFIELD SECTION 4.4-110 SCREENING Lo B. SCREENING SHALL BE... CONTINUOUS TO AT LEAST FABOVE GROUND LEVEL. B.3. STRUCTURAL SCREEN (FENCE) SHALL 13E SIGHT -OBSCURING. (D r" B.3.C. REFUSE CONTAINER SHALL BE SCREENED. z I p w C6 Q0 w � c:) Of ce) w c:) is, 0 01 c) S L2-1 1.2-1 L9 99 29 1`9 1 Z9 I eg 20m f5 76,77 78 79 _2-1 _2-1 Z� � 31, 1! �v 9t, Lv IRV � st, � 09 � 9 ZS I Eg V9 99 - - - - - - - - - - - - BARKDUST FENCE TYPEW - SEE DETAIL_4� + OPTIONAL PENCE TYPE'C' �UE HUA EXISTING PARKING AREA FOR NEIGHBORING BUSINESS NOTE THIS PRELIMINARY LANDSCAPE PLAN SHALL BE REVIEWED AND REVISED BY A PROFESSIONAL LANDSCAPE DESIGNER TO ASSURE COMPLIANCE WITH THE CITY OF SPRINGFIELD ZONING CODE. IRRIGATION DESIGN AND INSTALLATION, IF REQUIRED, SHALL BE PROVIDED TO THE EXTENT DETERMINED TO BE NECESSARY FOR LANDSCAPING. SARKDU FENCE TYPEA' -SEE DETAIL 9 Ll B-1 V NEW PARKING LOT REMAIN. NOTE: EXISTING LANDSCAPING IN EXIST NO PLANTER N( ISLANDS TO REMAIN t B-1 )\\\TELEPHONE 0 \ x X + MAP REMOVE ROW OF EXISTING TREES ALONG THIS PROPERTY LINE EXISTING CURB III 24'-0' 9 .... ......... .... .. .... . ........ Cqjt 7 Al jB-1 ZC, RAIN GARDEN #2 SEE SHEET r-2.0 BA LDUST 10" + I WALNUT 12 Wi �NUT F �5"N' ROM + ISTING 4Z' REDWOOD TO REMAIN V�' —PROVIDE 6'HIGH TEMPORARY FENCE AT DRIP LINE OF EXISTING TREES 6 6! PAI/&�\T BOTANICAL NAME SIZE P.0, PIN OAK QUERCUS PALUSTRIS 3 RAIN GARDEN #3 SEE SHEET C-2,0 WRC WESTERN RED CEDAR THUJA PLICATA 2" CAL. 6-25-20 RIDGEVIEW LANDSCAPE PLAN D�V. DAVID VIBURNUM f5 76,77 78 79 _2-1 _2-1 Z� � 31, 1! �v 9t, Lv IRV � st, � 09 � 9 ZS I Eg V9 99 - - - - - - - - - - - - BARKDUST FENCE TYPEW - SEE DETAIL_4� + OPTIONAL PENCE TYPE'C' �UE HUA EXISTING PARKING AREA FOR NEIGHBORING BUSINESS NOTE THIS PRELIMINARY LANDSCAPE PLAN SHALL BE REVIEWED AND REVISED BY A PROFESSIONAL LANDSCAPE DESIGNER TO ASSURE COMPLIANCE WITH THE CITY OF SPRINGFIELD ZONING CODE. IRRIGATION DESIGN AND INSTALLATION, IF REQUIRED, SHALL BE PROVIDED TO THE EXTENT DETERMINED TO BE NECESSARY FOR LANDSCAPING. SARKDU FENCE TYPEA' -SEE DETAIL 9 Ll B-1 V NEW PARKING LOT REMAIN. NOTE: EXISTING LANDSCAPING IN EXIST NO PLANTER N( ISLANDS TO REMAIN t B-1 )\\\TELEPHONE 0 \ x X + MAP REMOVE ROW OF EXISTING TREES ALONG THIS PROPERTY LINE EXISTING CURB III 24'-0' 9 .... ......... .... .. .... . ........ Cqjt 7 Al jB-1 ZC, RAIN GARDEN #2 SEE SHEET r-2.0 BA LDUST 10" + I WALNUT 12 Wi �NUT F �5"N' ROM + ISTING 4Z' REDWOOD TO REMAIN V�' —PROVIDE 6'HIGH TEMPORARY FENCE AT DRIP LINE OF EXISTING TREES PLANT MATERIAL LEGEND 6 MARK COMMON NAME BOTANICAL NAME SIZE P.0, PIN OAK QUERCUS PALUSTRIS 2" CAL WRC WESTERN RED CEDAR THUJA PLICATA 2" CAL. 6-25-20 RIDGEVIEW LANDSCAPE PLAN D�V. DAVID VIBURNUM VIBURNUM DAVADII 24" HT. P'7w. PURPLE SPENDOR RHODODENDRON RHOOODENDRON'PURPLE SPLENDOUR 24"HT. J,M.R JEAN MARIE DeMONTAGUE RHODODENDRON RHOOODENDRONJEAN MARIE DeMONTAGUE1 24� ITT. H.A. HINODEC31NI AZALEA RHODODENDRON'HINODEGINI' 24' HT. S.A. SNOW AZALEA RHODODENDRON'SNOW 24" HT 0 uj (D _j ()� 0 Lo L.0 0 (D r" > z I p w C6 Q0 w � c:) Of ce) w c:) is, 0 01 c) S z DUST ++ EXISTING FENCE TYPEW - SEE DETA L 14" OPTIONAL FENCE TYPE'C' A1.6 DOUBLE BIRCH PLANT MATERIAL LEGEND 6 MARK COMMON NAME BOTANICAL NAME SIZE P.0, PIN OAK QUERCUS PALUSTRIS 2" CAL WRC WESTERN RED CEDAR THUJA PLICATA 2" CAL. 6-25-20 RIDGEVIEW LANDSCAPE PLAN D�V. DAVID VIBURNUM VIBURNUM DAVADII 24" HT. P'7w. PURPLE SPENDOR RHODODENDRON RHOOODENDRON'PURPLE SPLENDOUR 24"HT. J,M.R JEAN MARIE DeMONTAGUE RHODODENDRON RHOOODENDRONJEAN MARIE DeMONTAGUE1 24� ITT. H.A. HINODEC31NI AZALEA RHODODENDRON'HINODEGINI' 24' HT. S.A. SNOW AZALEA RHODODENDRON'SNOW 24" HT 0 uj Soo NOTE: OTHER NONwPAVED AREAS SHALI, BE COVERED WITH BARK DUST MULCH. CONIFER TREE - 2"CAL. D.B.H. DESIOUOUS TREE - 2" CAL. D.B.H. 0 SHRUB - 5 GAL, 24" TALL q,'l "I -_zA --- 0,),)T�--V�0_2_ (?� rLD Z �- :E uj U 0 tn Lu 0 z LJJ cl) 0 < (L z uj v U) c',j U) r.- 0) LO LU 'z of <Dl z ZO LO Z c1l) Lu 10 0 cl) 0 (D u) �le U) z le_� Q) w W W LLI ry z ry Im Lu i= 0, U) -1 Z Lj_ _j: w < ui < LO 0 b u') KENNETH EN ND,OREGON OF ISO, 6 5 SPR AP. 8-23-21 4 SPR AP. 7-7-21 3 REVIEW 4-14-21 2 SURVEY CN 1 PRE -AP 6-25-20 RIDGEVIEW LANDSCAPE PLAN A1,6 z JOB # 2007 cy) w Z 0 U) 0 uj (D _j ()� 0 Lo L.0 0 (D r" > z I p w C6 Q0 F_ � c:) Of ce) c:) is, 0 01 c) S KENNETH EN ND,OREGON OF ISO, 6 5 SPR AP. 8-23-21 4 SPR AP. 7-7-21 3 REVIEW 4-14-21 2 SURVEY 7-8-20 1 PRE -AP 6-25-20 RIDGEVIEW LANDSCAPE PLAN A1,6 FILE NAME A16RIDLNDS JOB # 2007 Lb u 0 a 0 C C A54 C NOTE: ALL GROUND FLOOR UNITS SHALL BE A.D.A. COMPLIANT H.C. ADAPTABLE "TYPE B" UNITS EXCEPT UNITS 116, 311, 312 & 313 SHALL BE H.C. ACCESSIBLE "TYPE A" UNITS. UNIT 313 SHALL HAVE A ROLL -IN SHOWER STALL. I --,"A 1A., "A-, s � — , .A, 6 10 ME 8-23-21 4 REVIEW 4-14-21 KA 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 RIDGEVIEW BLDG. 1: IST FLOOR A3.2 FILE NAME A32RIDB1FP1 JOB # 2007 Lu • 0 Lu Lij M • • • • • _ _ �' r� i z 5 = ® IVAN� t SEE S �pVV li �. I UNITS I' ! I a IngI ' ��. E 3 ITS Nil• U ITS 1ETJA Imo` K �a B: � � �'' rv� I � L�� N t7 '� �'�� ' C�� N• �� SEE S UNIT I�min. �� .,` �� ■�� oir7 -- � 9 I I �i■7■s 1 Mill 1Mn�� 213R E �1 SEES , -lu I 1 s$ UNITS,. '� I. �` '�ll�i :i■( I�� a■ fll■ --_°,___ ®I� I� �l iii Now ��I' NII■Lim I� m �I ■�� n; I 1 �I ��I Lis -- tmin � I,114 1 y x 1 IliMIN • 1 �. ®�mm -- 1. . : 1 ��I . � - �� . ,==j ... .��j • NOTE: ALL GROUND FLOOR UNITS SHALL BE A.D.A. COMPLIANT H.C. ADAPTABLE "TYPE B" UNITS EXCEPT UNITS 116, 311, 312 & 313 SHALL BE H.C. ACCESSIBLE "TYPE A" UNITS. UNIT 313 SHALL HAVE A ROLL -IN SHOWER STALL. I --,"A 1A., "A-, s � — , .A, R 5 DETAIL G DETAIL DETAIL DETAIL 17 DETAIL DETAIL -0. V=1' 18 =,' 23 DETAIL DETAIL - 24 1'=1'-0' IZV o W U W ^�\ co � U Q Z Y u LLo ti Lu lIJ(10 Z ZO Z a N i m 0 (00 6 ME 8-23-21 4 REVIEW 4-14-21 3 STUDY 3 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 RIDGEVIEW BLDG. 1: IST FLOOR A3.2 FILE NAME A32RIDB1FP1 JOB # 2007 Lu • 0 Lu Lij M • • • • • _ _ �' i 5 = K �a B: SEE S UNIT I�min. �� .,` �� ■�� oir7 -- � 9 I I �i■7■s 1 1Mn�� opmg -lu '� �` '�ll�i :i■( I�� a■ fll■ --_°,___ ®I� I� �l iii Now ��I' NII■Lim I� m �I ■�� n; I 1 �I ��I Lis -- x 1 .. - �,... � it m �■ ��I Q � .. _ .� - 1 • 1 1 R 5 DETAIL G DETAIL DETAIL DETAIL 17 DETAIL DETAIL -0. V=1' 18 =,' 23 DETAIL DETAIL - 24 1'=1'-0' IZV o W U W ^�\ co � U Q Z Y u LLo ti Lu lIJ(10 Z ZO Z a N i m 0 (00 KENNETH N y D,OREGON OF 6 5 SPR AP. 8-23-21 4 REVIEW 4-14-21 3 STUDY 3 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 RIDGEVIEW BLDG. 1: IST FLOOR A3.2 FILE NAME A32RIDB1FP1 JOB # 2007 Lu • 0 Lu Lij M • • • • • _ _ �' KENNETH N y D,OREGON OF 6 5 SPR AP. 8-23-21 4 REVIEW 4-14-21 3 STUDY 3 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 RIDGEVIEW BLDG. 1: IST FLOOR A3.2 FILE NAME A32RIDB1FP1 JOB # 2007 Q C C A5.1 C 1/8"= 1'A" NOTE: ALL GROUND FLOOR UNITS SHALL BEA.D.A COMPLIANT / H.C. ADAPTABLE "TYPE B" UNITS EXCEPT UNITS 116, 311, 312 & 313 SHALL BE H.C. ACCESSIBLE "TYPE A" UNITS. UNIT 313 SHALL HAVE A ROLL -IN SHOWER STALL. --)X -11. --.)1, --k. _ --k A- _ .41 —,A, A 6 Ilk 5 SPR AP. 8-23-21 4 REVIEW 4-14-21 3 STUDY3 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 MEN BLDG. 1: 1 ST FLOOR WOMEN FILE NAME A32RIDBIFP1 JOB # 2007 IN OEM ■ ■■■ MEIN ItIMMON MEMO ■� ME O ME ■■ �■�■■ ■.�■■� _-_:..__�__..:��'��_ _� .III �._=y. ._.,: I 1 J...� _ —�...r •_ � � � li� � X1'11 pk I m � {j � _ r ... s 3 W313LNITSk 1! BE VUNITS SEE SKEET A2.2 �..� 107 113 1 11� I� L . ,_ ■II o�� a s=� MEN - SEE S E-1 � . EET A2.2 all jUNIT 1:E �' �`� ,I (106 -- , % _■ %'-.•-%� I01641 if i. • Ff m a �, __- n-, _. �� lIN ��,III, I�.3 bio. � �.I 111111• s�51��=.. ' ' I� .I'. al � � o�, _ i- � � _-�. � �:Qe IIS ��`-'- ..,► i • _1154 � _ � ISI �� ,��I��■ ' � it �� - , ti�.• �, i �h F x x■ ■N' 1� � ,- ' ` �r� ■!fix x.. i x�' - F!411eW P r r p i � r i •� ._ �� ' E 4 �QreT11 II■ � SII : r�� r �� ARM ► _ _ ttMIME11110 i E € m� 5 i } n iii �■�■■ i ��I■ !�■��■�� W 1/8"= 1'A" NOTE: ALL GROUND FLOOR UNITS SHALL BEA.D.A COMPLIANT / H.C. ADAPTABLE "TYPE B" UNITS EXCEPT UNITS 116, 311, 312 & 313 SHALL BE H.C. ACCESSIBLE "TYPE A" UNITS. UNIT 313 SHALL HAVE A ROLL -IN SHOWER STALL. --)X -11. --.)1, --k. _ --k A- _ .41 —,A, A . t hI R 11111, 5 DETAIL IIIG DETAIL DETAIL DETAIL 11 V -0" 12 1" - — DETAIL DETAIL 1 ,-0"7 _ 18 -0. DETAIL DETAIL ZU o W U J Ln HLu Z J N tv Lo LLJW m Z O Cr) ZTci qt Zi Q N Lu (D0 a `In° 0E Lr) J M J N U Z cr) 0 �o ® w Q ® Lo W �0� Z a w (fj�CD ® C) M QaS QED AR KENNETHN 4ANUREGON Q 0 fjo3 6 Ilk 5 SPR AP. 8-23-21 4 REVIEW 4-14-21 3 STUDY3 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 RIDGEVIEW BLDG. 1: 1 ST FLOOR A3.2 FILE NAME A32RIDBIFP1 JOB # 2007 IN ■ ■■■ .MOEMOO.� ItIMMON ■� O ME I 1 J...� _ —�...r •_ � � � li� � X1'11 m � � _ 313 • a SEE S EET A2.2 jUNIT 1:E �`� ,I (106 -- , 'gal z i. • �, � bio. � I ' N la ;x al � � o�, _ ____. it �� , ti�.• �, i �h F x x■ ■N' 1� � ,- ' ` �r� ■!fix x.. i x�' F!411eW p i � r i •� ._ �� ' E 4 �QreT11 II■ � SII : r�� r �� ARM ► _ i E € m� 5 i } n iii �■�■■ i ��I■ !�■��■�� --_ =.c am am owl ow mm it MEN .-. . t hI R 11111, 5 DETAIL IIIG DETAIL DETAIL DETAIL 11 V -0" 12 1" - — DETAIL DETAIL 1 ,-0"7 _ 18 -0. DETAIL DETAIL ZU o W U J Ln HLu Z J N tv Lo LLJW m Z O Cr) ZTci qt Zi Q N Lu (D0 a `In° 0E Lr) J M J N U Z cr) 0 �o ® w Q ® Lo W �0� Z a w (fj�CD ® C) M QaS QED AR KENNETHN 4ANUREGON Q 0 fjo3 6 5 SPR AP. 8-23-21 4 REVIEW 4-14-21 3 STUDY3 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 RIDGEVIEW BLDG. 1: 1 ST FLOOR A3.2 FILE NAME A32RIDBIFP1 JOB # 2007 5 DETAIL DETAIL 1. _ 1.-0.. 111=11-91 DETAIL @ DETAIL 77 4"OC OVER 1AFT- ROOF W/ MATCH TRUSSES . BATT INSUL GVP. D. CCG. c W/ 1LATION 'RINKLER 7AWINGS. WET & DRY FIRE SPRINKLER STANDPIPES - SEE FIRE SPRINKLER DRAWINGS. 2x4 STUDS @i6"O.0 W/ R-13 F.G. BATT INSULATION AT SHAFT WALLS. 5/8" TYPE'X' GYP. BD. -TYP. AT INTERIOR OF SHAFT WALLS. DELETE WINDOWS AT FIRE SPRINKLER SHAFT AT THIS LOCATION. & THIRD FLOOR PLANS �SECOND R FIRE SPRINKLER RISER CLOSET 1PPORTS 1 V 1/2" = 1' 0" 2AWINGS. 4 'RINKLER (PR.) 24-X80" STEEL EXT, DOORS 3 IN STEEL FRAME W/ THRESHOLD 2AWINGS. Alm= & WEATHERSTRIPPING. C W/ 6-15-20 1LATION - TYP. STUDY 1 WALLS. WET& RYFIRESPRINKLER BLDG. 1,2&3:FP2&3 STAND IPES-SEE FILE NAME A35RIDFP2&3 FIRE RINKLER DRAWINGS. ® D. -TYP. OAK AFT WALLS. 0 4 STUDS @,6"O.0 W/ R- F.G. BATT INSULATION ME, �� i.1i�■ IME■i SIMON ME 0 - - ------ - •' -- , ' � ■ • 11 I' �'I I�II�hII ' ■�� _ '•• I,.!� Y ILT��II �� i 3 I � �/ . . < -__ -._ �� a t _. �. - -- - non so•. _ I a t = SEE SHEET A2.0. i — I rUNITS 205,211,217 •• . '. _ F / - ° SL = NITS V : STANDPIPES SEE FIRE SPRINKLER D I r, 1 Ixx I 1 _ _E �PRINKLER PIPES AS REQUIRED - BE! FIRE SPRINKLER D MOEN g SEE SH T A2.6 UNITS 2C 4, 210, 216 �• I �...,g.. r ' - �■_� � ��; �� a.',, I _■�� ®ill, 4..-_ g. �n t■f'� Y.��,._ . _� :�..'-." . � � �-� r IIS- �i'li '� g1li : HE ••-. ... -. . •. 4"OC OVER 1AFT- ROOF W/ MATCH TRUSSES . BATT INSUL GVP. D. CCG. c W/ 1LATION 'RINKLER 7AWINGS. WET & DRY FIRE SPRINKLER STANDPIPES - SEE FIRE SPRINKLER DRAWINGS. 2x4 STUDS @i6"O.0 W/ R-13 F.G. BATT INSULATION AT SHAFT WALLS. 5/8" TYPE'X' GYP. BD. -TYP. AT INTERIOR OF SHAFT WALLS. DELETE WINDOWS AT FIRE SPRINKLER SHAFT AT THIS LOCATION. 50 TYPE'W GYP. BD. - TVP. AT INTERIOR OF SHAFT WALLS, DELETE WINDOWS AT FIRE SPRINKLER SHAFT AT THIS LOCATION. FIRST FLOOR PLAN LOSET 2 ^ FIRE SPRINKLER RISER CLOSET 112'z 11-01, yt i ZUw J� U L �U z z LIJ W m ZZO Z Q N LLA � X o In 1 Lf) U 04 U) III Z 0-) W ® VJ /� 0 Lij 61_ ® Lr) W m®� Z O^ W /^ W ® V®�O°M 0, ® a L b�.101 KENNETH ENy H rls�ND, OREGON OF & THIRD FLOOR PLANS �SECOND R FIRE SPRINKLER RISER CLOSET 1PPORTS 1 V 1/2" = 1' 0" 2AWINGS. 4 'RINKLER (PR.) 24-X80" STEEL EXT, DOORS 3 IN STEEL FRAME W/ THRESHOLD 2AWINGS. Alm= & WEATHERSTRIPPING. C W/ 6-15-20 1LATION - TYP. STUDY 1 WALLS. WET& RYFIRESPRINKLER BLDG. 1,2&3:FP2&3 STAND IPES-SEE FILE NAME A35RIDFP2&3 FIRE RINKLER DRAWINGS. ® D. -TYP. AFT WALLS. 4 STUDS @,6"O.0 W/ R- F.G. BATT INSULATION O/ AT S FT WALLS. 50 TYPE'W GYP. BD. - TVP. AT INTERIOR OF SHAFT WALLS, DELETE WINDOWS AT FIRE SPRINKLER SHAFT AT THIS LOCATION. FIRST FLOOR PLAN LOSET 2 ^ FIRE SPRINKLER RISER CLOSET 112'z 11-01, yt i ZUw J� U L �U z z LIJ W m ZZO Z Q N LLA � X o In 1 Lf) U 04 U) III Z 0-) W ® VJ /� 0 Lij 61_ ® Lr) W m®� Z O^ W /^ W ® V®�O°M 0, ® a L b�.101 KENNETH ENy H rls�ND, OREGON OF 6 5 SPR AP. 8-23-21 4 REVIEW 4-14-21 3 STUDY 3 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 RIDGEVIEW BLDG. 1,2&3:FP2&3 3.5 FILE NAME A35RIDFP2&3 JOB # 2007 5 DETAIL DETAIL 11 DETAIL ,� DETAIL 4,. _;,�0„ 1 L , _ v DETAIL DETAIL 108 �7 DETAIL , DETAIL Zu o Lu v Ln Lu L 0U a t� z U)ItT N L m W z oG ZzO Q It Z §Q N LLJ F- 00 o Loa Lo U) Z ~W z W U® Z J LlJ LL wQ�0 N Z 0 ®_ d U) U J CYC J N U ti Z O C) Wo w (i Q Lc) W m®m Z ' > LI Q O L�� ® ®�ci O �0-L112, KENNETH 7N-'Cp' tpi D, OREGON Qi�F CS 6 5 4 SPR AP. 8-23-21 3 STUDY 3 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 RIDGEVIEW SIDE ELEVATIONS A4.3 FILE NAME A43RIDEL3 JOB # 2007 •• DR. NO. • DOOR FRAME MITa VERIFY ALL HARDWARE ALL DOORS TO HAVE LN EL. REMARK LEVER TYPE HANDLES NO, MAT'L TYPE CONFIG. LABEL MAT'L LABEL GROUP STOP KEYING 1 3-0 x 7-0 x 13/4" ALUMINUM L.H. STORE NONE ALUMINUM NONE 1 ALIKE 1 2 3-0 x 7-0 x 1 3/4" • • FLUSH NONE STEEL NONE II I PRIVACY 2 3 3-0 x 7-0 x 1 3/4" WOOD L.H, FLUSH NONE STEEL NONE ALIKE 3 4 8-0 x 7-0 I • NONE NONE � III II �I 4 5 3-0 x 7-0 x 1 3/4" STEEL L.H. PANEL • Q�■Q■■�■■■Q■QUQ■QQQ■QQ©■QQQ■■Q■❑� DIFFEREN A 5 6 3-0 x 7-0 x 1 3/4" STEEL L.H.R. PANEL NONE STEEL NONE BROOM FINISH DIFFEREN A AT PATIOS IF 6 7 3-0 x 7-0 x 13/4" STEEL L.H.R. PANEL NONE STEEL NONE ©■■■■■■■■■ DIFFEREN A 7 8 3-0 x 7-0 x 1 3/4" STEEL L.H.R. PANEL 0 p • -.. Q■■t■©■■tQQQ■QQQ■QQQ�QQQ■Q■iQQ■t■■■■t■■ A 8 9 3-0 x 7-0 x 1 3/4" STEEL R.H.R. PANEL NONE STEEL NONE DIFFEREN A 9 10 3-0 x 7-0 x 13/4" STEEL R.H.R. PANEL NONE STEEL NONE DIFFEREN A c 10 11 3-0 x 7-0 x 1 3/4" STEEL R.H.R. PANEL NONE STEEL NONE O p�■■Q�■■■■■■■QQ❑�■QQQtQQQ■QQQ■Q■QQ®■■■■■■■i■ DIFFEREN A 11 12 3-0 x 7-0 x 1 3/4" STEEL R.H.R. PANEL NONE STEEL INONE DIFFEREN A 12 O OCiidi11Si■■©�■■■■�■QQ��QQ�■©Qr-Qr-ll■Qr-Qr-llQ■Q■�QQ■■■■■■■■■ ELEVATION A ®�■■Q■�■■■■■QQQ■QQQ■QQ�I�Q71Q■Q■�QQ�■■■■■�■ 0�■■Q■�■�■■■QQQ■QQQ■QQQ■QQQ■Q■■QQ■■■■■■■�� 0 oar:�■■Q■�■■�■■QOQ■QQQ■©oQ■QQQ■Q■�Q�■■■■■■■■■ o 0 *aa7Tell■■Q■■■■�■■QQQ■QQQ■Q©Q■�©Q■Q■■QQ■■■■■■■■■ p■1Q■■■■■■■QQQ■QQQ■QQQ■QQ©■Q■QQQ■■■■■■■1■ p m •�t�■■Qt■■■■�■QQQ■QQQ■QQQ■QQQQD■QQQQ■■■■■t■■ m��Q■■■■�■■QQQ■QQQ■QQQ■QQQ■Q�■�❑� ■■■�■■■■� STORAGE / OFFICE BLDG. ROOF PLAN v4. = r-0° S a DOOR SCHEDULE CONIFIRSIZE AND SWINGM FY HARDWARE ANDHAND R COD EOTYPE)WREM NRTS. DR. NO. SIZE DOOR FRAME HARDWARE VERIFY ALL HARDWARE ALL DOORS TO HAVE LN EL. REMARK LEVER TYPE HANDLES NO, MAT'L TYPE CONFIG. LABEL MAT'L LABEL GROUP STOP KEYING 1 3-0 x 7-0 x 13/4" ALUMINUM L.H. STORE NONE ALUMINUM NONE 1 ALIKE 1 2 3-0 x 7-0 x 1 3/4" WOOD L.H. FLUSH NONE STEEL NONE II I PRIVACY 2 3 3-0 x 7-0 x 1 3/4" WOOD L.H, FLUSH NONE STEEL NONE ALIKE 3 4 8-0 x 7-0 I NONE NONE � III II �I 4 5 3-0 x 7-0 x 1 3/4" STEEL L.H. PANEL NONE STEEL NONE DIFFEREN A 5 6 3-0 x 7-0 x 1 3/4" STEEL L.H.R. PANEL NONE STEEL NONE BROOM FINISH DIFFEREN A AT PATIOS IF 6 7 3-0 x 7-0 x 13/4" STEEL L.H.R. PANEL NONE STEEL NONE DIFFEREN A 7 8 3-0 x 7-0 x 1 3/4" STEEL L.H.R. PANEL NONE STEEL NONE DIFFEREN A 8 9 3-0 x 7-0 x 1 3/4" STEEL R.H.R. PANEL NONE STEEL NONE DIFFEREN A 9 10 3-0 x 7-0 x 13/4" STEEL R.H.R. PANEL NONE STEEL NONE DIFFEREN A c 10 11 3-0 x 7-0 x 1 3/4" STEEL R.H.R. PANEL NONE STEEL NONE DIFFEREN A 11 12 3-0 x 7-0 x 1 3/4" STEEL R.H.R. PANEL NONE STEEL INONE DIFFEREN A 12 ELEVATION A a STORAGE / OFFICE BLDG. FLOOR PLAN STORAGE / OFFICE BLDG. ARCHITECTURAL FOUNDATION PLAN Iia" = r-0.. \ L V J 1/4^ = r-0° Z u o ®W V 1 Lu C) LzLi V) J �w Z rnCD !� � 1- LLo Lu Lu °' CD Z �O Z � N LLJ °° o O cd u - -- --- ------------------------ SEE SEE STRUCTURAL PLANS' FOR CONCRETE FOOTING AND CONCRETE STEM WALL • 22 A6.2 C.J. - r 1 . II I 11 C.J. I I `o ' 0 e Lij • U I I •' � III II �I I I I I I i II II II II C.J. II �I �I I I I I I III II �i I II II I I r // 22 > // / A6.2 BROOM FINISH CONCRETE SLAB AT PATIOS IF _ .______ 28'x" STORAGE / OFFICE BLDG. ARCHITECTURAL FOUNDATION PLAN Iia" = r-0.. \ L V J 1/4^ = r-0° Z u o ®W V 1 Lu C) LzLi V) J �w Z rnCD !� � 1- LLo Lu Lu °' CD Z �O Z � N LLJ °° o O cd u "QED "~ � KENNETH EN n ca '!A D, OREGON Q� OF o�c�Cs 6 5 4 3 SPR AP. 8-23-21 2 REVIEW 4-14-21 1 STUDY 1 11-4-20 RIDGEVIEW STORAGE BLD. PLANS AT 1 FILE NAME I JOB # A71RIDSTOFP 2007 co • - r 1 . Lij 11 1 0 Lo Lij • •' s r r "QED "~ � KENNETH EN n ca '!A D, OREGON Q� OF o�c�Cs 6 5 4 3 SPR AP. 8-23-21 2 REVIEW 4-14-21 1 STUDY 1 11-4-20 RIDGEVIEW STORAGE BLD. PLANS AT 1 FILE NAME I JOB # A71RIDSTOFP 2007 CLOCK TOWER CLOCK TOWER 235# ARCHI COMPOSITI ON HYDRO! SYNTHETIC ON 19132"0 (5/8" CCX A' 5" FASCIA C --- _-- 2x6 WHITEV OPEN OPEN ___ SIDE SIDE -4 12" HARD] F TEK BRA 12 12 _ - WMOISTURE 1/2"CDX PL ... g 8 b' - - o _ — 4"WIDE INC -- - /- HARDI TRIN FINISH GRADE -- -----. _. - - - - -- --- .- - - -- -� L - J STORAGE / OFFICE BLDG. NORTH ELEVATION 1/4" = 1.A.' 7 i__.------- --- i L J STORAGE / OFFICE BLDG. SOUTH ELEVATION 114"= 11-0" w ^\ STORAGE / OFFICE BLDG. EAST ELEVATION I a`9 1/4"-1'4' - 4" WIDE INC HARDI TRIN BATTS AT A C L 6 164" HARE I,W/5"T,W.0 TYVEK ORA MOISTURE 1/2"CDX PL KAWNEER STOREFRONT GLAZING SYSTEM STORAGE / OFFICE BLDG. SECTION 1/4'= r-0" r mm --------------- -- _ - ---- 0 0 0 ------- 8'. 7" OVERHEAD DOOF r)o1 STORAGE/ OFFICE BLDG. WEST ELEVATION GLI 1;4 =r -o" J 1 -_ -- - - ------ -11 ------------------------------ LJ M \a. 6 5 4 3 SPR AP. 8-23-21 2 REVIEW 4-14-21 1 STUDY 1 11-4-20 RIDGEVIEW LLE . STORAGEBLD. EV A7.2 FILE NAME A72RIDSTO JOB # 2007 • LU Z i 1 _ - ---- 0 0 0 ------- 8'. 7" OVERHEAD DOOF r)o1 STORAGE/ OFFICE BLDG. WEST ELEVATION GLI 1;4 =r -o" J 1 -_ -- - - ------ -11 ------------------------------ LJ M \a. ,oD o -1 R 5 Q KENNETH n D, OREGON Q OF 10 6 5 4 3 SPR AP. 8-23-21 2 REVIEW 4-14-21 1 STUDY 1 11-4-20 RIDGEVIEW LLE . STORAGEBLD. EV A7.2 FILE NAME A72RIDSTO JOB # 2007 • LU Z i 1 i • Lu 00 • iR rZ i c:) i �, ,oD o -1 R 5 Q KENNETH n D, OREGON Q OF 10 6 5 4 3 SPR AP. 8-23-21 2 REVIEW 4-14-21 1 STUDY 1 11-4-20 RIDGEVIEW LLE . STORAGEBLD. EV A7.2 FILE NAME A72RIDSTO JOB # 2007 ELECTRIC PEDESTAL SDMH RIM: 498.07' I.E.: 490.06' RIGHT OF WAY FOR IRRIGATION DITCH RECORDED NOVEMBER 18, 1940, BOOK 207, PAGE 300, LANE COUNTY DEED RECORDS. CENTERLINE OF ABANDONED IRRIGATION 4g95, N>TY300 W CT. DITCH AS SHOON S ..33051) RVEY OR SPRINGFIELD TAX LOT 4301 TAX LOT 4302 %?2T 5 SCHOOL DISTRI 1 — NORTHWEST COMMUNITY CREDIT UNION TAX LOT 3900 ASPHALT PARKING LOT gym. Ceti � i/ 40.00 FOOT WIDE EASEMENT FOR VEHICLE PARKING, VEHICLE PEDESTRIAN ACCESS, AND UTILITIES RECORDED 2-08-2006, RECEPTION NO. 2006-008767, LANE COUNTY DEEDS AND RECORDS. ASPHALT PARKING LOT 5.00' WIDE SLOPE AND STORM SEWERlir SSMH EASEMENT, RECORDED MAY 16, 1966, RIM: 498.75' REEL 2871), RECEPTION N0. 47292, I.E.: 489.58' LANE COUNTY OFFICIAL RECORDS. ENTRANCE CONCRETE SIDEWALK g' 65 MAN sCOPE a4 % —w cPgz® BIKE LANE 9-- jl3 _ S0 —'��" ST MAIN W- SD W SA SD— ws TRAVEL LANE TRAVEL LANE CENTER TURN LANE ASSESSOR'S MAP NO. 17-02-33-32 TAX LOT #38011 i RM N-ASTIC CAP RV,VN NCE NON, TAX LOT 3801 ASPHALT PARKING LOT TAX LOT 3701 STORAGE TRAILER BARN TAX LOT 3700 m1a THESE PLANS ARE FOR PLANNING PURPOSESONLY AND ARE i USED FOR CONSTRUCTION SaCE' 1 =30' 30' 0 30' 60' TAX LOT 3600 b aJ TAX LOT 3500 DRIFTWOOD BAR & GRILL 7.00' WIDE PUBLIC UTILITY EASEMENT, RECORDED 2-08-2006, RECEPTION NO. 2006-008769, LANE COUNTY DEEDS AND RECORDS - LM BUS STOP SSMH RIM:. 499.37' IS: 48816' SD D a SOMH < RIM: 499.48' _MAIN ST. (MCKENZIE HIGHWAY126 `' 49140 LEGEND I DRAWN BY: TB MONUMENTS FOUND: 5/8" IRON REBAR DATE AUGUST 25, 2020If WITH YELLOW PLASTIC CAP (YPC) J N>22. PAX LOT 4303 Q TAX LOT 9 ..� ../ 03�W 243. p3, CONTROL POINT (CP) SS SANITARY SEWER MANHOLE (SSMH) ® .5�5�� ® j r WATER METER (WM) U WATER VALVE (WV) ' GAS VALVE (GV) LIGHT POLE- (LP) U i I SANITARY SEWER LINE —ST STORM DRAIN LINE W \ � m UG UNDERGROUND TELE–COMMUNICATIONS LINE CPO 0 2 I I o A a W CO Q) E I i i J �t \ I � yQ0 ud W ALNUT X v 5 F� ` I NORTHWEST COMMUNITY CREDIT UNION TAX LOT 3900 ASPHALT PARKING LOT gym. Ceti � i/ 40.00 FOOT WIDE EASEMENT FOR VEHICLE PARKING, VEHICLE PEDESTRIAN ACCESS, AND UTILITIES RECORDED 2-08-2006, RECEPTION NO. 2006-008767, LANE COUNTY DEEDS AND RECORDS. ASPHALT PARKING LOT 5.00' WIDE SLOPE AND STORM SEWERlir SSMH EASEMENT, RECORDED MAY 16, 1966, RIM: 498.75' REEL 2871), RECEPTION N0. 47292, I.E.: 489.58' LANE COUNTY OFFICIAL RECORDS. ENTRANCE CONCRETE SIDEWALK g' 65 MAN sCOPE a4 % —w cPgz® BIKE LANE 9-- jl3 _ S0 —'��" ST MAIN W- SD W SA SD— ws TRAVEL LANE TRAVEL LANE CENTER TURN LANE ASSESSOR'S MAP NO. 17-02-33-32 TAX LOT #38011 i RM N-ASTIC CAP RV,VN NCE NON, TAX LOT 3801 ASPHALT PARKING LOT TAX LOT 3701 STORAGE TRAILER BARN TAX LOT 3700 m1a THESE PLANS ARE FOR PLANNING PURPOSESONLY AND ARE i USED FOR CONSTRUCTION SaCE' 1 =30' 30' 0 30' 60' TAX LOT 3600 b aJ TAX LOT 3500 DRIFTWOOD BAR & GRILL 7.00' WIDE PUBLIC UTILITY EASEMENT, RECORDED 2-08-2006, RECEPTION NO. 2006-008769, LANE COUNTY DEEDS AND RECORDS - LM BUS STOP SSMH RIM:. 499.37' IS: 48816' SD D a SOMH < RIM: 499.48' _MAIN ST. (MCKENZIE HIGHWAY126 `' 49140 LEGEND I DRAWN BY: TB MONUMENTS FOUND: 5/8" IRON REBAR DATE AUGUST 25, 2020If WITH YELLOW PLASTIC CAP (YPC) J STAMPED "DANIEL W. BAKER PLS 1978" UNLESS OTHERWISE NOTED. Q t ® CONTROL POINT (CP) SS SANITARY SEWER MANHOLE (SSMH) ® SANITARY SEWER CLEANOUT (SSCO) ® j r WATER METER (WM) U WATER VALVE (WV) ' GAS VALVE (GV) LIGHT POLE- (LP) U i T ti� SANITARY SEWER LINE —ST STORM DRAIN LINE W WATER LINE —_.G --- m UG UNDERGROUND TELE–COMMUNICATIONS LINE OH 2 I I o 6' CHAIN LINK FENCE LINE a W CO Q) E 92 92 i J I � yQ0 ud v 5 F� ` r o �J t 1 1`' CEUAft~ / �iAaHaNE"500.aLARD f \ 589'44'00'E 238.24' ( 6. r. �„_ _ 89'44'00`E 6500' NORTHWEST COMMUNITY CREDIT UNION TAX LOT 3900 ASPHALT PARKING LOT gym. Ceti � i/ 40.00 FOOT WIDE EASEMENT FOR VEHICLE PARKING, VEHICLE PEDESTRIAN ACCESS, AND UTILITIES RECORDED 2-08-2006, RECEPTION NO. 2006-008767, LANE COUNTY DEEDS AND RECORDS. ASPHALT PARKING LOT 5.00' WIDE SLOPE AND STORM SEWERlir SSMH EASEMENT, RECORDED MAY 16, 1966, RIM: 498.75' REEL 2871), RECEPTION N0. 47292, I.E.: 489.58' LANE COUNTY OFFICIAL RECORDS. ENTRANCE CONCRETE SIDEWALK g' 65 MAN sCOPE a4 % —w cPgz® BIKE LANE 9-- jl3 _ S0 —'��" ST MAIN W- SD W SA SD— ws TRAVEL LANE TRAVEL LANE CENTER TURN LANE ASSESSOR'S MAP NO. 17-02-33-32 TAX LOT #38011 i RM N-ASTIC CAP RV,VN NCE NON, TAX LOT 3801 ASPHALT PARKING LOT TAX LOT 3701 STORAGE TRAILER BARN TAX LOT 3700 m1a THESE PLANS ARE FOR PLANNING PURPOSESONLY AND ARE i USED FOR CONSTRUCTION SaCE' 1 =30' 30' 0 30' 60' TAX LOT 3600 b aJ TAX LOT 3500 DRIFTWOOD BAR & GRILL 7.00' WIDE PUBLIC UTILITY EASEMENT, RECORDED 2-08-2006, RECEPTION NO. 2006-008769, LANE COUNTY DEEDS AND RECORDS - LM BUS STOP SSMH RIM:. 499.37' IS: 48816' SD D a SOMH < RIM: 499.48' _MAIN ST. (MCKENZIE HIGHWAY126 `' 49140 LEGEND CLIENT: RIDGEVIEW GARDENS LLC DRAWN BY: TB MONUMENTS FOUND: 5/8" IRON REBAR DATE AUGUST 25, 2020If WITH YELLOW PLASTIC CAP (YPC) ® STAMPED "DANIEL W. BAKER PLS 1978" UNLESS OTHERWISE NOTED. Q COMPUTED POINT ® CONTROL POINT (CP) SS SANITARY SEWER MANHOLE (SSMH) ® SANITARY SEWER CLEANOUT (SSCO) ® STORM DRAIN MANHOLE (SDMH) 0 WATER METER (WM) U WATER VALVE (WV) ' GAS VALVE (GV) LIGHT POLE- (LP) U UTILITY POLE (UP) WW SANITARY SEWER LINE —ST STORM DRAIN LINE W WATER LINE —_.G --- GAS LINE UG UNDERGROUND TELE–COMMUNICATIONS LINE OH 2 OVERHEAD UTILITY LINE —X 6' CHAIN LINK FENCE LINE ELEVATION DATUM ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD BENCHMARK 98; A TACK IN LEAD IN TOP OF CURB LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF 51ST AND MAIN STREET. ELEVATION - 499.71' (NAW 1986) SURVEY NOTES 1) PRELIMINARY TITLE REPORT DATED AS OF JUNE 29, 2020, ORDER NO. 60222006322 WAS PROVIDED BY FIDELITY NATIONAL TITLE COMPANY OF OREGON TO ACCURATELY LOCATE ALL EASEMENTS THAT AFFECT THE SUBJECT PROPERTY. 2) UTILITY EASEMENT RECORDED JANUARY 30, 1942, IN BOOK 227, PAGE 124, LANE COUNTY DEED RECORDS DOES NOT EFFECT THE SUBJECT PROPERTY. 3) UNDERGROUND UTILITIES WERE LOCATED FROM FIELD MARKINGS AND VISUAL OBSERVATION. BEFORE ANY CONSTRUCTION TAKES PLACE, UNDERGROUND UTILITIES SHOULD BE MARKED IN THE FIELD. 4) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYOR'S SEAL IS SIGNED. VICINITY MAP N.T.S. TIME OF TRAVEL ZONE MAP N.T.S. 20 YR TIME OF ,"TIN IUI) ZONE OF CONCENTRATION (99YR TOT) NOTES 1. EXISTING SITE SOIL IS SALEM URBAN LAND COMPLEX (#119) PER THE WED SOIL SURVEY. WATER TABLE DEPTH WAS MEASURED AT 11 FEET BELOW GROUND SURFACE. SEE GEOTECH REPORT BY PBS DATED SEPTEMBER 22, 2020 FOR SPECIFIC SOIL TYPES. REPORT TO BE INCLUDED WITH THIS SUBMITTAL. 2. PER FEMA FIRM PANEL 41039CI162F, THIS PROJECT IN OUTSIDE OF THE 500 YEAR FLOODPLAIN. 3. FIRE HYDRANTS LOCATED 250 FEET EAST AND WEST OF ENTRANCE ON THE NORTH SIDE OF MAIN STREET. 4, CLOSEST LTD BUS STOP SHOWN ON THIS PLAN SHEET. 5. NO TREES OR SIGNIFICANT VEGETATION ON SITE. 6. SITE LOCATED IN ZONE OF CONCENTRATION (99 YEAR T.O.T.) PER SPRINGFIELD WELLHEAD PROTECTION MAP. PHI ( h SWI/4 SECTION 33, T17S, R2W, W.M. SPRINGFIELD, LANE COUNTY, OREGON CLIENT: RIDGEVIEW GARDENS LLC DRAWN BY: TB Roberts Surveying, Inc. R P.O. Box 7155 Springfield, Oregon 574!5 Bus. (541)345-1992 DATE AUGUST 25, 2020If REVISION DATE' TDBNO. 2020–TOPO-039 SHEET 1 OF_I c.0 a 1-4 Y v O U � G W OR,I 0 0 p o � d C 2 Z r a W CO Q) E 92 92 _ SHEET C1.0 Y Oi O U � vJ ¢ p o � d C 2 Z r a W CO Q) E 92 92 _ � yQ0 ud v F� SHEET C1.0 Y O U � vJ ¢ p o � d 2 Z r W %] W E SHEET C1.0 T " - STORAGE - ® BUILDING/ € OFFICE ELEV. = 500.25 `1 a PROPOSED STORM o a BfinDt G 2 "- 501 PLANTER #i ,� (510 SF) HAND RAIL FF ELEV., _, 500.25 •" x /499-60 AC PARKING t ti RIM=4! 9 I - UTIL - 499 40 AC ° a - UTIL e, o. say 9 Y �� i r FL ;g1 S'isCJ pp 122j 4. i s pENfLOSUR i I .4s c 499.40 AC i '= T 9 499.44 0 AC aa` -[aetH 6"ST �E 49990 HP iI .499.13 AC BUILDING I 1 ( ° i ( j ) 498.85 TC FF ELEV- = 500.25 L ' � _ n),._ _ � e,.�t 498.35 AC a:�' 8.8 �. _ ; PRO OSED ---498.35 AC 4 -_ i, PR4P95£D RAIN `._ ,'•".` ASP ALT `--- i PAM I .a_..., PROPOSED} _. t� m -� ASPHALT A "�a i'-,-- - , e- 5' SIDEWALK _. PAVING 99.90 = (TYP.) e._49940 C..,.. + a :1 ,T- N-DICYCLEh 0 499. T PARKING, a" 499.1AC I S 1 i 119.40 AC I �' - - -TIL-- IT �499 Tf TXRASNSFORMER *JI TING L -- 499.40 AC- J..�. 0� 499.90 AC 499. X AC I \ EXISTING ASPHALT PAVING DRAMS TO 49911 E AC \ COLLECTION .AREA �\ THEN TO STORM LINE IN STREET STREET -6-, SOO.CIf FX AC 499,Z6_EX-_AC EX WW MH EX SO MH e FI- OUT (E)=489.58 42" FL OUT (W)=490.06 RIM ELfV.=498.75 RIM ELFV.=498.07 42"SD- EX WW LINE TO BE VERIFIED BEFORE BUILDING PERMIT ARE SUBMITTED W - AC PROPOSED STORM PLANTER#2 438 SF ®\.. ) 5.00' 499.60 AC PARKING �t 5' SIDEWALK (TYP.) BUILDING 3 FF ELEV = 500.25 /--BICYCLE THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD O EXISTING ASPHALT I PAVING TO BE SAWCUT AND CURBED I / WITH 5' SIDEWALK ON / EAST SIDE �\ r; / 00 EX WW MH 8" FL OUT (E)-488.16 RIM ELEV.=499.16 \l� W - -- 141filML ®� BOUNDARY LINE ---- -- -- -- ADJACENT LOT LINE 4000' JOINT EXISTING "I' CONTOUR LINE CB EXISTING CURB & GUTTER I� ACCESS & UTILITY LCL EXISTING WATER METER EX EXISTING FIRE HYDRANT EASEMENT PROPOSED TOP OF CURB LLO EXISTING WATER VALVE --1"W-- CEN`TERUNE STRIPPING I�WI, PROPOSED WATER METER -------12'SD-- --- a s VALVE 9 EXISTING CURB INLET -12"ST ST PROPOSED STORM DRAINAGE SYSTEM 0 � ® EXISTING WASTEWATER SYSTEM 6"WW- - ----- 0 PROPOSED WASTEWATER SYSTEM a -1-li r-n EXISTING STREET LIGHT - -- EXISTING UTILITY POLE Tj EXISTING TV PEDESTAL Pj 042"SD ----CTL --- - EXISTING CENTURY LINK CABLE ---II- -G EXISTING GAS LINE w PROPOSED SIDEWALK SEE DETAIL ON SHEET 0 TING Dn' i Ex so k -WAY 42" FL SIE HIGBWAY #I26 - RIM ELP, i � c EX WW MH 8" FL OUT (E)-488.16 RIM ELEV.=499.16 \l� W - -- 141filML ®� BOUNDARY LINE ---- -- -- -- ADJACENT LOT LINE �•S.2__.__ EXISTING "I' CONTOUR LINE CB EXISTING CURB & GUTTER 8"W-- EXISTING WATER MAIN LCL EXISTING WATER METER EX EXISTING FIRE HYDRANT ti TOP OF CURB LLO EXISTING WATER VALVE --1"W-- PROPOSED WATER. LINE I�WI, PROPOSED WATER METER -------12'SD-- --- a EXISTING STORM DRAINAGE SYSTEM v'�i0o� E2 EXISTING CURB INLET -12"ST ST PROPOSED STORM DRAINAGE SYSTEM 0 PROPOSED AREA DRAIN ----8'^NW----w�wE EXISTING WASTEWATER SYSTEM 6"WW- - ----- 0 PROPOSED WASTEWATER SYSTEM ------OHU- EXISTING OVERHEAD UTILITIES r-n EXISTING STREET LIGHT - -- EXISTING UTILITY POLE Tj EXISTING TV PEDESTAL Pj EXISTING PHONE PEDESTAL ----CTL --- - EXISTING CENTURY LINK CABLE ---II- -G EXISTING GAS LINE w PROPOSED SIDEWALK SEE DETAIL ON SHEET 0 d i p r) C-3-2 � c a. PROPOSED HEAVY SECTION ASPHALT SEE DETAIL ON SHEET C-3-2 LIGHT SECTIONASPHALT SEE DETAIL ONPROPOSE SHEET C-3.2 STORMWATER NOTES: 1. EXISTING SITE SOIL IS SALEM URBAN LAND COMPLEX (#119) PER THE WEB SOIL SURVEY. SEE GEOTECH REPORT FOR DETAILED SOIL ANALYSIS. 2. EXISTING SOIL IS HYDROLOGIC GROUP B, PER WEB SOIL SURVEY AND INFILTRATION IS PROPOSED TO BE THE PRIMARY STORMWATER DISCHARGE. 3. INFILTRATION RATE DETERMINED FROM TESTING PERFORMED BY PBS. FULL GEOTECHNICAL RESULTS CAN BE FOUND IN. GEOTECHNICAL REPORT PREPARED BY PBS. 4. SANTA BARBARA URBAN HYDP.OGRAPH METHOD UTILIZED FOR STORMWATER CALCULATIONS AND FACILITY SIZiNG. FULL STORMWATER REPORT PREPARED BY A&0 ENGINEERING ATTACHED WITH SITE REVIEW PACKET. 5. STORMWATER PLANTERS 1 & 2 OVERFLOW AND DISCHARGE INTO EXISTING 42" SO UNDER SIDEWALK IN MAIN STREET. 6. BUILDING .AREAS STORAGE/OFFICE 1251 SOFT. FLOOR 2024 SOFT. ROOF APARTMENT BUILDINGS 6767 SQ.FT. FLOOR 9530 Sq.FT. ROOF TOTAL BUILDING AREA 21552 SOFT. FLOOR 30614 SOFT ROOF 7. DEVELOPMENT AREAS TOTAL AREA: 78,532 SQ.FT. - L8 ACRES PERCENT OF SITE DISTURBED = 100% CUT = 3152 CU. YD. OF EXISTING ONSITE MATERIAL FILL = 3550 CU. YD. GRADING LEGEND AC ASPHALTIC CONCRETE AD AREA, DRAIN BW BACK OF WALK CB CATCH BASIN ELEV ELEVATION FF FINISH FLOOR ELEVATION EX EXISTING TC TOP OF CURB HP HIGH PONT S SLOPE b� DRAINAGE DIRECTION PAVING NOTES: 1. ALL WALKWAYS AND ADA ACCESS WAYS SHALL HAVE CROSS SLOPES LESS THAN 2%. 2. ALL WALKWAYS SHALL HAVE RUNNING SLOPES LESS THAN 5% OR INCLUDE 'LANDINGS AT EACH END. 3. ALL ADA RAMPS SHALL HAVE CROSS SLOPES LESS THAN 2% AND RUNNING SLOPES LESS THAN 8.33%. 4 WHERE NEW CURB AND GUTTER ENDS AT THE DRIVEWAY ON MAIN STREET (EAST SIDE OF DRIVEWAY): GUTTER BAR SHALL TRANSITION FROM 5.25% TO MATCH AC SLOPE IN THE FINAL 3'. STRIPING NOTES: 1. STRIPING ON ASPHALT SURFACE TO BE WHITE. 2. STRIPING ON CONCRETE SURFACE TO BE YELLOW. TRASH ENCLOSURE: 1, SEE ARCHITECTURAL PLAN FOR TRASH ENCLOSURE DETAIL. 2. CONCRETE SLAB TO BE HYDRAULICALLY ISOLATED WITH DRAIN ROUTED TO WASTEWATER SYSTEM. 3- TRASH ENCLOSURE TO BE COVERED" LIGHTING PLAN: 1. SEE ARCHITECTURAL PLAN FOR LIGHTING DESIGN. ♦ V `�`'�ADL Sf`Y�o N o !['�_�J it a 7 d F 4 Y b� wZ � v'�i0o� uz 0 Z w w 0 d i p ♦ V `�`'�ADL Sf`Y�o N o !['�_�J it a SHEET C-2.0 it 5 d Y p U � N Z w w 0 d i p r) � c a. SHEET C-2.0 ZONE A ZONE B ✓�J%/�j/ Z l I PLANT LIST (FOR STORM PLANTER ##1) SYMBOL QTY. BOTANICAL NAME SIZE SPACING GROUNDCOVER COMMON NAME ZONE A 252 JLInC(AS patens Grooved Rush 1 Gal 1• PrcuPOSLD STORM .o BUMDI*G 2 FF ELEV. = 500.2 (5110 SF.) 1 I T HAND RAIL I 510 TOTAL GROUNDCOVER. PLANTS 1 GAL POTS AT 12" INTERVALS THROUGHOUT THE PLANTER. PLANTING TO BEGIN 6" FROM EDGL OF RAIN GARDEN PLANT LIST FOR STORM PLANTER ##2) SYMBOL QTY. BOTANICAL NAME SIZE SPACING GROUNDCOVER COMMON NAME ZONE .A 160 Juncus patens Grooved Rush 1 Gal 1' 435 TOTAL GROUNDCOVER. PLANTS 1 GAL POTS AT 12" INTERVALS THROUGHOUT THE PLANTER. PLANTING TO BEGIN 6" FROM EDGE OF RAIN GARDEN PLANT LIST (FOR RAIN GARPFN) SYMBOL QTY. BOTANICAL NAME SIZE SPACING GROUNDCOVER COMMON? NAME ZONE A 700 Juncus patens Grooved Rush 1 Gal 1' ZONE B 844 Blechmurn spicant 1 Gal 1' Deer Fern STORAGE BUILDING OFFICEIT ELEV. 500.25 ® =yam 0 PROPOSED STORM Ik�o PLANTER #2 �y - I (438 ST) 5.00' _-. w ASPHAIA BICYCLE � 4``^a PAVING 4; r LTIL -1 1 .ry i f 6"Wwq 1 i CLOSURE E S. r [�f2+++.'."w•...,. I h s n tS0 _ ELEV. 500 BUILDING 1 F ------ x 1 u r .25 n � t i - 3 g PRO CSED GAPi#EO RA,£lJ ,,. ASP ALT - PAVI JG P POSED_ (1544 SF} rn A HALT a TNG , I- BICYCLE I PARKING Www --__._. UTIL—U� EXISTING ®,� o �_ r - .�. TIL TRANSFORMER AL4 s` oo PRIVATE FIRE HYDRANT \\� PROPOSED 6" WATER DOUBLE i _ CHECK f V �T� � t UNKNOWN UTILITY && L LINE TO BE 1`I 9 DETERMINED BEFORE " � FINAL BUILDING '' r W PERMIT PLANS ARE \SUBMITTED �� f 1544 TOTAL RAIN GARDEN GROUNDCOVER. PLANTS 1 GAL POTS AT 12" INTERVALS THROUGHOUT THE RAIN GARDEN. PLANTING TO BEGIN 6" FROM EDGE OF RAIN GARDEN EX WW LINE TO BE VERIFIED BEFORE BUILDING PERMIT ARE SUBMITTED EX WW MH RIM ELEV.=498.7598.75 0 4I o � 42"SD.._.. _ -- - -_ 8'WW EXISTING MAIN CIT. e_ z-- —z$71 BOUNDARY LINE -- -- --- ADJACENT LOT LINE gs3._ EXISTING 1° CONTOUR LINE ' - I — 8'W - --- EXISTING WATER MAIN ( EXISTING WATER METER `BICYCLE '4 3' SEPARATION PARKING I PROPOSED WATER LINE BETWEEN WATER x 12"SD— —,( T) EXISTING STORM DRAINAGE SYSTEM I ° EXISTING CURB INLET 12"ST S PROPOSED STORM DRAINAGE SYSTEM i{ (TYP.) BUILDING 3 ; EXISTING WASTEWATER SYSTEM FF ELEV = 500.25 I� ------OHU- - BICYCLE I PAR TNG ' PARKING I T� EXISTING TV PEDESTAL EXISTING PHONE PEDESTAL PRD BACKF�CE EXISTING CENTURY LINK CABLE — ---G---- ,6"WW I\K PROPOSED UTILITY LINE (ELEC., TV/TEL) VALVE - 8" WW LINE FL=489.02 CONNECT TO SUB WATER MAIN 42 SD W --LONNECT TO EX EX SD MH 42" STORM LINE 42" FL OUT (l )=491-40 I FL=491.28 RIS ELEV.=49. ,8 EX WW MH 8" FL OUT (E)=488.16 RIM ELEV. 499.16 \\ " _. 8WW r ------.* Tom .. �T WATER NOTES: 1. PUBLIC WATER SYSTEM TO BE DESIGNED BY ENGINEER THROUGH SPRINGFIELD UTILITY BOARD REVIEW AND APPROVAL PROCESS. 2. BUILDINGS INTENDED TO HAVE FIRE SPRINKLER SYSTEMS. 3. FIRE DEPARTMENT CONNECTION LOCATIONS AND SERVICE ROUTING TO BE DESIGNED DURING BUILDING PERMIT PROCESS. 4. DOMESTIC SERVICE WILL BE SIZED DURING BUILDING PERMIT PROCESS. WASTEWATER NO'T'ES: 1- WASTEWATER CONNECTION IS PROPOSED WITH NEW PUBLIC MANHOLE ALONG MAIN STREET FRANCHISEUTILITIES: 1. ALI_ FRANCHISE UTILITIES ARE EXISTING IN THE ADJACENT RIGHT OF WAY AND ARE AVAILABLE TO THE SITE. EACH PROVIDER TO PREPARE SERVICE PLAN, 2. UTILITY ROUTING ON THIS SHEET IS CONCEPTUAL. VERIFY WITH EACH UTILITY PROVIDER (SUB ELECTRIC, NW NATURAL, COMCAST, CENTURY LINK ETC.) ON FINAL DESIGNS. 3. ALL NEW UTILITY LINES TO BE PLACED UNDERGROUND ® BOUNDARY LINE -- -- --- ADJACENT LOT LINE gs3._ EXISTING 1° CONTOUR LINE ' - EXISTING. CURB & GUTTER — 8'W - --- EXISTING WATER MAIN ( EXISTING WATER METER 6 _a '4 3' SEPARATION EXISTING WATER VALVE -- ---1"W-- - PROPOSED WATER LINE BETWEEN WATER PROPOSED WATER METER 12"SD— —,( T) EXISTING STORM DRAINAGE SYSTEM AND GAS LINES EXISTING CURB INLET 12"ST S PROPOSED STORM DRAINAGE SYSTEM i{ (TYP.) PROPOSED AREA DRAIN 5"WW -gyp) EXISTING WASTEWATER SYSTEM 6'WW I ------OHU- - I � I EXISTING UTILITY POLE T� EXISTING TV PEDESTAL EXISTING PHONE PEDESTAL ------CTL - EXISTING CENTURY LINK CABLE — ---G---- EXISTING GAS LINE - — UTIL--__-" PROPOSED UTILITY LINE (ELEC., TV/TEL) C/ 3 S y' 40.00' JOINT (O 13 ACCESS & UTILITY r EASEMENT PROPOSED CENTERLINE I STRIPING VALVE - 8" WW LINE FL=489.02 CONNECT TO SUB WATER MAIN 42 SD W --LONNECT TO EX EX SD MH 42" STORM LINE 42" FL OUT (l )=491-40 I FL=491.28 RIS ELEV.=49. ,8 EX WW MH 8" FL OUT (E)=488.16 RIM ELEV. 499.16 \\ " _. 8WW r ------.* Tom .. �T WATER NOTES: 1. PUBLIC WATER SYSTEM TO BE DESIGNED BY ENGINEER THROUGH SPRINGFIELD UTILITY BOARD REVIEW AND APPROVAL PROCESS. 2. BUILDINGS INTENDED TO HAVE FIRE SPRINKLER SYSTEMS. 3. FIRE DEPARTMENT CONNECTION LOCATIONS AND SERVICE ROUTING TO BE DESIGNED DURING BUILDING PERMIT PROCESS. 4. DOMESTIC SERVICE WILL BE SIZED DURING BUILDING PERMIT PROCESS. WASTEWATER NO'T'ES: 1- WASTEWATER CONNECTION IS PROPOSED WITH NEW PUBLIC MANHOLE ALONG MAIN STREET FRANCHISEUTILITIES: 1. ALI_ FRANCHISE UTILITIES ARE EXISTING IN THE ADJACENT RIGHT OF WAY AND ARE AVAILABLE TO THE SITE. EACH PROVIDER TO PREPARE SERVICE PLAN, 2. UTILITY ROUTING ON THIS SHEET IS CONCEPTUAL. VERIFY WITH EACH UTILITY PROVIDER (SUB ELECTRIC, NW NATURAL, COMCAST, CENTURY LINK ETC.) ON FINAL DESIGNS. 3. ALL NEW UTILITY LINES TO BE PLACED UNDERGROUND ® BOUNDARY LINE -- -- --- ADJACENT LOT LINE gs3._ EXISTING 1° CONTOUR LINE ' - EXISTING. CURB & GUTTER — 8'W - --- EXISTING WATER MAIN o� EXISTING WATER METER 6 _a EXISTING FIRE HYDRANT G EXISTING WATER VALVE -- ---1"W-- - PROPOSED WATER LINE W.i PROPOSED WATER METER 12"SD— —,( T) EXISTING STORM DRAINAGE SYSTEM �. EXISTING CURB INLET 12"ST S PROPOSED STORM DRAINAGE SYSTEM j PROPOSED AREA DRAIN 5"WW -gyp) EXISTING WASTEWATER SYSTEM 6'WW PROPOSED WASTEWATER SYSTEM ------OHU- - EXISTING OVERHEAD UTILITIES EXISTING STREET LIGHT EXISTING UTILITY POLE T� EXISTING TV PEDESTAL EXISTING PHONE PEDESTAL ------CTL - EXISTING CENTURY LINK CABLE — ---G---- EXISTING GAS LINE - — UTIL--__-" PROPOSED UTILITY LINE (ELEC., TV/TEL) t!) �•�J L N 5�©l. <n o� W W a� ICU 5 UG .W t!) �•�J L N 5�©l. <n o� W W t!) C/ BOTTOM (FL) OF PLANTER (ZONE A)=497.71 4— EXTENTS OF ROCK CHAMBER EXTEND OUTSIDE BOTTOM OF PLANTER AS SHOWN STORM PLANTER #2 TOP VIEW NTS BOTTOM (FL) OF RAIN GARDEN TOP 0"r WALL=500.05 (ZONE A.)=498.25 LANDSCAPING SIDE SLOPE (ZONE 8) D _ r 3:1 �� .5' i 03' _ NC TT S: ROY FABRICATEIJ FROM IO GA VIATERIAI- IIII I' I 12" GROWING _ a 1L ;I rt - OUTLET 4B` LONG 0LC'PILE IRON SOLID GID & DUCTILE IRON GRATE MEDIUM PT AN VIE'' BIKE PROOF HEAVY I h '� l FIR ANTE DUTY TRAFFIC CRATE Dnp d SJPPOR S \A5HTO TO EXISTING BAR RUN \T4 25 LOADS �S as A hej i 6 G uEE1MF.NT 1- r PR 41' 0 fl F" 1 � 1-1/2" CLEAN ROCK CHAMBER FULLY ROUND ROCK o ENCLOSED IN FILTER h1IMENT QD ; Lie//mN�,c 1 aI I. �. FABRIC LID SPORM PUNTER #2 DETAIL N Ii N NTS Ori' .1F _ VII SIDE VIEW IS(llI'^ ETC CID SQA T E A OVED ASPNA'=T D PI=ED 24"x42' 6"0 OUTLET _ SAND COLLECTOR CATCH BASIN SDG LBteel MAN. OCP. PAUL G SCALE NONE P%03. UG D� Heama DATE' JAN. 2$ 06 WDWN, NIODEL. _SM42140—6 F sSega 247 uras WashingroI' St Eugene, Or, 91407 Ah: (641) 66/ — 66 72 fox: 344—Q20] BOTTOM (FL) OF PLANTER (ZONE A)=497.71 4— EXTENTS OF ROCK CHAMBER EXTEND OUTSIDE BOTTOM OF PLANTER AS SHOWN STORM PLANTER #2 TOP VIEW NTS BOTTOM (FL) OF RAIN GARDEN TOP 0"r WALL=500.05 (ZONE A.)=498.25 LANDSCAPING SIDE SLOPE (ZONE 8) D _ r 3:1 �� .5' i LANDSCAPE LANDSCAPING WALL NP WALL CAP U n D � 4 i D Q NOTE: ROCK CHAMBER TO EXTEND TO EXISTING BAR RUN OR MORE 1.0' MIN. DEPTH ON ROCK CHAMBER. PAVING PER PLAN —L[ i�ri rid%i r / r r r r r - r � r MATCH EXISTING GROUND THESE PLANS i RE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION FIELD FL ELEVATION = 500.05 TOP OF WALL=500.05 r- SIDE SLOPE / (ZONE B) —BOTTOM (FL) OFPLANTER (ZONE A)=498.2.2 5 12" GROWING ,' D MEDIUM 3:1 .5' 4 Da ' I LANDSCAPE BLOT 1.0' RETAINING WALL VARIES 1-1/2" CLEAN ROCK CHAMBER FULLY ROUND ROCK ENCLOSED IN FILTER FABRIC STORM PLANTER #1 DETAIL NTS TOP OF BANK ELEVATION=498.35 SIDE SLOPE (ZONE B) 12" GROWING MEDIUM FL ELEVATION = 498.35 BOTTOM (FL) OF RAIN GARDEN (ZONE A)=496.24 42" HANDRAIL 5' SIDEWALK TOP OF BANK ELEVATION=498.35 WHEELSTOPS PAVING PER PLAN 2.3' ,';.16.0 ------- 7.0' 1-1/2 CLEAN — ROCK CHAMBER FULLY ROUND ROCK ENCLOSED IN FILTER FABRIC RAIN GARDEN DETAIL NTS NOTE: FINAL DESIGN OF STORM MANAGEMENT FACILITIES TO BE COMPLETED DURING BUILDING PERMITPROCESS. NOTE: ROCK CHAMBER TO EXTEND TO EXISTING BAR RUN 1.0' MIN. DEPTH ON ROCK CHAMBER. an(rla'e W,arrm. CSM 12" GROWING NOTE: U \1 � O� w MEDIUM ROCK CHAMBER TO EXTEND l w� Dnp d 6d TO EXISTING BAR RUN 1}� 1.0' MIN. DEPTH ON ROCK CHAMBER. as �c�z� 1-1/2" CLEAN ROCK CHAMBER FULLY ROUND ROCK o ENCLOSED IN FILTER QD FABRIC SPORM PUNTER #2 DETAIL N Y N NTS d LANDSCAPE LANDSCAPING WALL NP WALL CAP U n D � 4 i D Q NOTE: ROCK CHAMBER TO EXTEND TO EXISTING BAR RUN OR MORE 1.0' MIN. DEPTH ON ROCK CHAMBER. PAVING PER PLAN —L[ i�ri rid%i r / r r r r r - r � r MATCH EXISTING GROUND THESE PLANS i RE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION FIELD FL ELEVATION = 500.05 TOP OF WALL=500.05 r- SIDE SLOPE / (ZONE B) —BOTTOM (FL) OFPLANTER (ZONE A)=498.2.2 5 12" GROWING ,' D MEDIUM 3:1 .5' 4 Da ' I LANDSCAPE BLOT 1.0' RETAINING WALL VARIES 1-1/2" CLEAN ROCK CHAMBER FULLY ROUND ROCK ENCLOSED IN FILTER FABRIC STORM PLANTER #1 DETAIL NTS TOP OF BANK ELEVATION=498.35 SIDE SLOPE (ZONE B) 12" GROWING MEDIUM FL ELEVATION = 498.35 BOTTOM (FL) OF RAIN GARDEN (ZONE A)=496.24 42" HANDRAIL 5' SIDEWALK TOP OF BANK ELEVATION=498.35 WHEELSTOPS PAVING PER PLAN 2.3' ,';.16.0 ------- 7.0' 1-1/2 CLEAN — ROCK CHAMBER FULLY ROUND ROCK ENCLOSED IN FILTER FABRIC RAIN GARDEN DETAIL NTS NOTE: FINAL DESIGN OF STORM MANAGEMENT FACILITIES TO BE COMPLETED DURING BUILDING PERMITPROCESS. NOTE: ROCK CHAMBER TO EXTEND TO EXISTING BAR RUN 1.0' MIN. DEPTH ON ROCK CHAMBER. w - =mr v an(rla'e W,arrm. CSM O U \1 � O� w w� Dnp d 6d 5� o w�w bA as �c�z� o fE o QD O r w - =mr v an(rla'e W,arrm. CSM O \1 � O� w Q) w SHEET C-3.0 O 0 Q) Y Q0 o QD O r N Y N d C-3 CID m e( F ul SHEET C-3.0 0 Y o N Y N m e( F EZ' z w w w a SHEET C-3.0 � . B�Rty14TT`AL DATPt.$IiEET � Cast bronze ASTM B 584 Access covers $4'LLETiN FdO ;`�`FF8>5� Fasteners a I$Ok1 7�6•B2,� ,r .�, O�, Y Bund IPDA Approved) Polymers "iale, NS Norylr"", NSF Listed ' , hilP''wtN.�Oibmj7r CfStlY 1 a Stainless Steel, 300 series V -, Ettie{L,lt#itha)?sares�hp"S.lwtibteli Getgt ;;;, �,'": � - �� 1i " Y I 0 SGC E oness P r - 10 G4 A14TURI_'tL. G WITH BALL W , (TP,) SIDES) F rat. TLf^; I'� 49ILONG ULCTILE IRON 9L'LID LID ~� & DUCTILE IRON GRATE Qi p1A?v VIFW w - \ PIKE PROOF, tINAtiY _.. CERTIFIED p ��- in mm in. mm in. -y— HEATED"ORIGIHAC'` in. mm in,_ FLIPTOP FIBERGLASS ENCLOSURES:�V�-;�%' In. mm !n. SPECIFICAl10N: w°m o a kg 3)4 20 The evelonnn, certified t ASSF With, shell be of n'n /e 0c tht,opaspic p lyes- 305 73/4 19l terov'n rearripared withfiessualres north Moldlslextroper, willbeasonod ealp .54 76 quality art,h, protected wJA Inhibited isepthalm polycsa:rgd coat Nov molded" 89 5 i2] praluc" '6 uthi.ea !nes rr al' r m texture vl i _ r e -i t d 5 'sh. 410 "'"""a' utE�In 55 rhativarshall be m. 1 IfI LL. (R47, .,-cellular. lues-essaki,, polviniv,rasto inner. sia timcsws w 7314 1.11,11,11 lhatt Ilible x Inebroll Rip top d bare for to ante accts' tharal,tt ltd nit,.,;"' - . 3 s idmvtremoval of dl enti 't \rt l d t d roes[ L Il tl' ria tit lid p m g 31/2 ,-_�'° � b seam dcsign for heather parrot n l sell resistance, Drains eased fin r full ..�. 14 don onckflo5v discharge and d fn d orw t rhiL ing tnttti g us ev of in .z"� 1] 432 flus andvertnm Ereloenro shall be Lived a mnc cte slab or GLASSPAW "" 278 2314 70 fiat within the enclosure w/steel enchants and require a single Intel,r r seerad'v 1\ 5 127 6'dl4 1]t J 5l3 Hea[willpot cnlePnne nes 4upncnt from exanor temperm '.t BOF Ab 1.i,w�x.. 111/2 4U 173/8 ULor mounted r' '^% 2314 air Isabela) will bereactivethepdpreat atJnUngc III acremarail Ip trt+4or-acva m air Isabela) gas, 5ih1 312 89 5 2, Hettome 3-3 .1 3 & x_2. Heat sonnyshall if T. ammlainv of 98/4 241/19 the slab. IT pre ed the slab antes tie LL .PTL t -red ¢nd NEC(. po ed lbz submer. YnSvcr 28 127 2 Sa cdwllb walled in [len Isret t tithe round fxvlt oa ly p t.ow rsovi sen.•m 1015116 ' rnnp[ing re pr Lle (Gl'I)ot GbL circuit r%tiL943 N.6Nt A. R N.E. 23/4 TO 312 89 5 127 6314 Hot Box 1 Old Hut Box Insidetnsld0 Inside Heat Shipping Pad She Glee Pad Old GassPad No. 673 34 Heat wheal Width Le h ball Wei M ' i HF01101 022 He]5 11 19 22 deal she 28x20 CGOt9b2 005 GP75 HF013027023 HSI 13 2v 23 saw 40# 36x22 CG021035005 GP1 HF013027095 HoT 13 27 35 bow 504 36x22 CG02103 005 GPt HF021033025 Het5 21 33 25 60ao _ 604' 44.32 C+6030042005 GP15 HP013039028 H62 13 39 28 90W 554 60x24 Gg021047005 GP2 HF013099036 H82T 13 as, 36 sow 654 50x24 O0¢2104>005 GP2 HF013047028 H82S 13 41 28 saw 7a# 5B 24 N/A PWA HF013047036 1182 T 13 47 36 draw loop 59x24 N/A N/A HF026070045 H83N 26 70 45 1000W 285% 82x38 N/A N/A HF026083045 HB3NS 26 83 45 1500W 366# 95x38 NIA IUA HF026070055 HB3E 26 '70 66 1500W 375n 02x38 N/A N/A HFU6063055 Hansa 26 83 55 1600 3964 35x38 N/A WA HL035045035 I H83000 135 45 35 1p00N1 265N 57x47 GG046055005 GP3000 HL0,14053t144 HB4C00 44 53 44 t0a0W 290# lex56 _66055063005 GP4000 HLo52061059 H85000 52 61 52I 150OW 455# 74x64 GGafi3e740a5 GP5000 OF: o roes,_MEMBERS oairoN r r L t o 6NE aHAse.Aas cuAR1m c '. EHSSL- a 4k1Y e�rxr { EIHAVSi I ALARM __ � I , - _xE T _t 1 z®\ .. °. t r bull J Jeb Name Contractor _ Job Location Approval _ Date: Engineer Contractor's P.O. No. Approval _Date: Representative 1 NOTE 10 N( Model Reduced Pressure Principle Assembly YRIIKINS Applicants. Designedfor rear latian it water linesnt protect against both backsiphonage and backFressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards, Compliance • ASSE® Listed 1013 • iAPMO® Listed • ULA, Classi led doss shut-off valves or with CI valves • C Ute® Classified • CSA® Claimed 864.4 • AV WA compliant C5".1 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NYC MEA 425-89-M VOL 3 Materials Main valve body Cast bronze ASTM B 584 Access covers Gast granted ze ASTM B 584 Fasteners Stainless Steel, 300 Series Elastomers SiliconeFDA Approved)Appro Y Bund IPDA Approved) Polymers "iale, NS Norylr"", NSF Listed Springs Stainless Steel, 300 series Features Sizes: 3/4 1 1-1/4", 1-1/2" 2" Maximum working water pressure 175 PSI Maximum working water temperature 160°F Hydrostatic es` sears, 3501PSI Bl Y pressure Entl connections Threaded ANSI B1.20.1 Relief Valve discharge port. 3/4" - I" - 0S3 sq. In. 11/4"-2" - 119 sq. In. OimeaSkOh s & Weights (do at include pkgJ Options (Suffixes can be combined) ❑ - with full port Of ball valves (standard) ❑ L - less ball valves, male pipe thread ❑ U - with union ball valves ❑ MS - with Integral relief pays, monitor switch ❑ S - with bronze `Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2` i n y L FT - with into rat more 45° Mrs SAE est timing 9 n 9 TCU with test cocks up ❑ V - with union swivel elbows& 1 " & ) M_ SE - with street elbows (3/4" & I ")) Accessories ❑ Air gap (Model AG) ❑ Repair kits ❑ Thermal expansion tankfMal. XI) ❑ Soft seated check valve (Model 40XL) ❑ Shock arrester (Model 1250XL) ❑ OT -SET Quick Test Fitting Set ❑ pall valve handle looks t_ b �I A � ll I o I -'k save r auaa ,= I waw se+ c .,47C sWy. Pile, CA U.pa,wke PR 855803-9676, Pax 8052365788 DIMENSIONS a ,mom__. D and Ro. 6L97^.w" 3546 N M1 pave M' ga, Ontaao L4V ll2 Ph 906-406 E2r2, F- 906 1232 Y P 1, ul tNaad 97NXL lee MOGEL 9SI A V B s C 1i " Y I 0 SGC E oness P r - 10 G4 A14TURI_'tL. G WITH BALL W V (TP,) SIDES) F rat. TLf^; I'� 49ILONG ULCTILE IRON 9L'LID LID ~� & DUCTILE IRON GRATE Qi p1A?v VIFW \ PIKE PROOF, tINAtiY VALVES p rum '11#20 in mm in. mm in. mm in. mm in,_ mm' In. mm !n. mm lbs. kg 3)4 20 12 305 73/4 19l 2?t8 .54 3 76 31/2 89 5 i2] 16118 410 12 55 1 25 13 330 7314 197 2116 54 3 75 31/2 89 b 12] 1]318 441 14 84 11/4 1 32 1] 432 1a 15116 278 2314 70 31/2 89 5 127 6'dl4 1]t 229118 5l3 28 12.7 111/2 4U 173/8 441 1015/^.6 "a 2314 70 312 89 5 127 98/4 171 241/19 611 28 127 2 Sa 181(2. 470 1015116 2]8 23/4 TO 312 89 5 127 6314 171 261,'2 673 34 15.4 save r auaa ,= I waw se+ c .,47C sWy. Pile, CA U.pa,wke PR 855803-9676, Pax 8052365788 L ."ties In Carnaal 1 duraIndustries hmitetl D and Ro. 6L97^.w" 3546 N M1 pave M' ga, Ontaao L4V ll2 Ph 906-406 E2r2, F- 906 1232 Y P 1, ul tNaad 97NXL lee WOVEN NEESIT FILTER BODY OVERHEAD 'B' WTTH FDC VOTE 9 NOTE Page l of 2 DETECTOR DOUBLE CHECK ASSEMBLY 2-1/2" - 10", ABOVE GROUND NOT TO SCALE F = EWES remote reader and touch pad (provided by EWEB). = SUB standard for remote register (provided by contractor). = APPROVED DETECTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPLIED SHUTOFF VALVES. 8"ROUND GRATE DRAIN -RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE 4 PVC U TRAP 4"PVC WASTE WATER SERVICE LINE 3" VENT PIPE TRAP DRAIN DETAIL NOTE: 1. TIE IN VENT PIPE A MINIMUM OF 8" DOWNSTREAM FROM 90' FITTING AS SHOWN. 2. ADD AUTOMATIC P—TRAP WATER FEEDER. 3' TRENCH WIDTH -+— 3' COVER 1 I 1 FIRE LINE DOMESTIC WATER LINE JOINT TRENCH DETAIL NATER SERVICE NTS NOTES: 1. Detector double check vault or enclosure shall be installed at point of service , or In an alternate location approved by EWEB or SUB for their respective service area, but no more than 10 feet from point of service. 2. detector double check assembly may be installed vertically, provided that the assembly: a) is internally spring loaded (not weighted checks) b) is 4" or smaller c) is recommended by the manufacturer for vertical installations A) has the normal flow upward 3. All clearances apply to outside and in—building installations. 4. Insulation — freeze protection to be installed and/or heat source to keep enclosure at a minimum temperature of 40'f (NFPA 13-11 5. Bore—sighted drain to daylight. S. Compacted gravel or undisturbed base. 7. a door or other access shall be provided. 8. NI assemblies 2—Y2" and larger shall have flange supports. 9. All structures to comply with local codes. 10. Fire department pumper connection per local fire code. SUB — Neptune Meter or Badger Meter, cubic foot register with remote register. X11 �i- i�u X33 iyv 2, -- -- FfOGAROT"t FILTER 1NSLI,T (i OULT F,Y 241) Y Cti lee WOVEN NEESIT FILTER BODY D V NOTES: s 1i " Y 2I SGC BOY h'Asr,zr ATTn FV[ oness lJ r - 10 G4 A14TURI_'tL. pp -- _ =_f —A--_ NEOF.dli\F GASKET W V (TP,) SIDES) F rat. TLf^; I'� 49ILONG ULCTILE IRON 9L'LID LID ~� & DUCTILE IRON GRATE Qi p1A?v VIFW \ PIKE PROOF, tINAtiY co p .TILT DEBRIS —1 DUTY TRAF11C GRATE HI' _ CONT41NWENT AREA I OW �/ 'UPPORTS AASHTU ^LOW \C11G5 F T 1x:RI :I i� .c f DADS -- - cY ,- m BYPASS S. FRAME i \ 53 I _.: tl I iF t� I i7 j R SEDIMENT TRA # ' p -IM gINCE.9 a '. ILsEDIMET-T I:ID j / I TRAP —i i i 46" RT_T`LACEAI3L ABSORBFNC _<IDE VIEW PCUCIIES ISOMETRIC CDIVEN & LY 1 ,CCARci > J7 F LI 2AT ON SYSTEM ST4 APPROVED — ASP[ ALT .DIPPED 24 x42' - 6"0 OUTLET i.�. BAND CB COLLECTOR CATCH ;DWG #' PROL ti. DaUG P. DPAUL G. SCALE NONE F5 allies. Met Bevies, 9QMd' 1BYP DATE: N. 23, 06 MODDD EL: SCBFiO-42N8-6 241 Woshington St Eagere, Or. 97461 plc (541) 687 - 86)z fax: 344-0201 DETECTOR DOUBLE CHECK ASSEMBLY 2-1/2" - 10", ABOVE GROUND NOT TO SCALE F = EWES remote reader and touch pad (provided by EWEB). = SUB standard for remote register (provided by contractor). = APPROVED DETECTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPLIED SHUTOFF VALVES. 8"ROUND GRATE DRAIN -RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE 4 PVC U TRAP 4"PVC WASTE WATER SERVICE LINE 3" VENT PIPE TRAP DRAIN DETAIL NOTE: 1. TIE IN VENT PIPE A MINIMUM OF 8" DOWNSTREAM FROM 90' FITTING AS SHOWN. 2. ADD AUTOMATIC P—TRAP WATER FEEDER. 3' TRENCH WIDTH -+— 3' COVER 1 I 1 FIRE LINE DOMESTIC WATER LINE JOINT TRENCH DETAIL NATER SERVICE NTS NOTES: 1. Detector double check vault or enclosure shall be installed at point of service , or In an alternate location approved by EWEB or SUB for their respective service area, but no more than 10 feet from point of service. 2. detector double check assembly may be installed vertically, provided that the assembly: a) is internally spring loaded (not weighted checks) b) is 4" or smaller c) is recommended by the manufacturer for vertical installations A) has the normal flow upward 3. All clearances apply to outside and in—building installations. 4. Insulation — freeze protection to be installed and/or heat source to keep enclosure at a minimum temperature of 40'f (NFPA 13-11 5. Bore—sighted drain to daylight. S. Compacted gravel or undisturbed base. 7. a door or other access shall be provided. 8. NI assemblies 2—Y2" and larger shall have flange supports. 9. All structures to comply with local codes. 10. Fire department pumper connection per local fire code. SUB — Neptune Meter or Badger Meter, cubic foot register with remote register. X11 �i- i�u X33 iyv 2, SHEET C-3.1 o Q Y Cti lee N D V W s �OoO 2I SGC W oness lJ FQ�z pp 7 Z .a d z W V w y Z F Qi co p SHEET C-3.1 o Q Y Cti w fi, W N D O O W s on 2I SGC W SHEET C-3.1 o Q Y f^ U s on � 0i oness lJ C/) W ^ r Qi co p N F Z-3 P, CID SHEET C-3.1 o Y O U ME on � 0i oness Y W ^ r co p F SHEET C-3.1 BLUE BACKGROUND DISABLED PERSON PAVEMENT MARKING NTS POLE MOUNTED ADA SIGN /TJX 2 WHEEL STOP J PER PLAN 4" WHITE PAVEMENT STENCIL WHITE BORDER 1 2' CURB PER PLANS 4" WHITE STRIPES ACCESS AISLE 60" MIN. (96" MIN. FOR VAN ACCESSIBLE LOADING PER ANSI A117.1) DISABLED PARKING DETAIL NTS 2" GALVANIZED CAP 12 X 16 SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL 2" ROUND GALVANIZED POST TREADED ON ONE END 2" GALVA141ZED COUPLER SET IN CONCRETE SURFACE —/ - PER PLAN J-18" CONCRETE 2" ROUND - GALVANIZED POST TREADED ON ONE END POLE MOUNTED ADA W/VAN ACCESSIBLE SIGN DETAIL N.T.S. LIGHT PAVEMENT SECTION' DETAIL NTS 3" LEVEL 2 HMAC 1/2" AGGREGATE. 10" COMPACTED 3/4"-0 CRUSHED ROCK. SUB -GRADE TO BE COMPACTED AND PROOF -ROLLED WITH LOADED DUMP TRUCK UNTIL THERE IS NO PUMPING OR SIGNIFICANT DEFLECTION OF SOIL. U -LINE 1 -LOOP WAVE— (U SHAPED) STYLE BIKE RACK, W/BLACK POWDER COATING, OR EQUIVELANT, 4"' THICK CONCRETE PAD 3,000 PSI MIX OVER 2" CRUSHED ROCK. F_ 8.0' BICYCLE PARKING DETAIL NTS SIDEWALK WIDTH PER PLAN 6' DUMMY JOINT 1/4" DEEP 'V" GROOVE 6" >, ° a 3,000 PSI CONCRETE MONOLITHIC CURB/SIDEWALK NTS 3/4" RADIUS AC PAVING PER PLAN BATTER 6:1 HEAVY PAVEMENT SECTION DETAIL NTS i -Loop Wave Style Bike Rack: -3 Bike Copocity, Black Lgmalss'Ys IcoK+o'tlg3rrtown sY:ogl's'+iganp Cu ness.]sfr cis. ��'e01me see, ry v9saer ve powaec ccanng. 'e �ka''4�a'�•te..,..,. A9(M pllq 50+9 F13a�lp:v+`Y. 11 jn NX']3fY i'101C8 X12) P1aceR 1 72' - ELEVATION WEIGHT: 220tCs. CONCRETE: Fe= a000o%028_ H., REINFORCING:Rb ASTM @B ar asrM.iwis c.a=so SECTION 4" LEVEL 2 HMAC 1/2" AGGREGATE. 12" COMPACTED 3/4"-0 CRUSHED ROCK. SUB -GRADE TO BE COMPACTED AND PROOF -ROLLED WITH LOADED DUMP TRUCK UNTIL THERE IS NO PUMPING OR SIGNIFICANT DEFLECTION OF SOIL. 6' WHEEL STOP DETAIL NTS U O v 0 P 0.x � QO jCry �d v co ti W e ��sld W S�cS •� wo ��Ki� >� o Y� ®1 � Qo O 0 n, 0.x � QO jCry �d v co ti W e ��sld W S�cS r O 0 N Y c�- Y� F Qo Z r U � � I ^� N 0. vJ P^^ CZ) 0 Y Y� F U Z r U Q � 0.