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Plan, Tentative APPLICANT 5/17/2022
CODE 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 -B CONSTRUCTION AREAS: INSULATION ENVELOPE SHALL BE C NTINUOUS AND UNBROKEN THROUGH ALL CONSTRUCTION ASSEMBLIES AND JOINTS AS FOLLOWS: DOORS 0.20 5 rlGID SKET, SEE SHEET A6.1 WALLS 0.0476 21 CEILINGS/ROOF 0.0526 19 INSULATION ON ROOF DECK SKYLIGHT 0.50 2 SLAB FLOOR EDGE 0.67 15 DE REVIEW CHAPTER SEC. 310.3 R-2 APARTMENTS CHAPTER4 SEC. 413.1 HIGH PILED STORAGE N.A. AS DEFINITION INVOLVES 12'- HEIGHT SEC, 4202 FIRE WALLS -SEE SEC. 708 (FIRE PARTITIONS) SEC. 420.3 FIRE FLOORS -SEE SEC. 711 SEC. 420A SPRINKLERS- SEE SEC. 903.2.8 AND 903.3.2 SEC, 420.5 FIRE ALARM -SEE SEC. 907.2.9 SMOKE ALARMS- SEE SEG. 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, 112" 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 V4" TABLE 504A NO. OF STORIES - 1 HR: 4 STORIES, NR = 3 STORIES SEC, 506 2.3 ALLOWABLE AREA (EQUATION 5-2) 7000, + (7000x 50%) = 10,500 S.FhLOOR OUR BUILDING AREA: 6856 S. F. / FLOOR (17000 W/O INCREASE) CHAPTER6 TABLE601 TYPE 5-B CONSTRUCTION -NONRATED CONSTRUCTION TABLE 602 EXTERIOR WALL RATING - NON RATED IF 10'+TO PROP. LINE CHAPTER SEC. 703.7 ATTIC SPACE FIRE/ SMOKE BARRIERS SIGN WORDING SEC, 705.2 BALCONIES / DECK PROJECTIONS MAYBE WITHIN 40" OF LINE. SEC, 705.2.3.1 EXCEPTION 3ALLOWS NON RATED DECKS IF SPRINKLERED. SEC. 705.3 BUILDINGS ON SAME LOTTO 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 -iHR. 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. IXC. 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 DRAFTSTOPS -SEE SEC. 718.4.1 FOR ATTICS EXC.2 DRAFTSTOPPING FOR 1 WALL IN CORRIDORS EXC. 4ATTIC AREAS 3000 SQ. FT. OR FA 2 UNITS (WHICHEVER IS LESS.) SEC. 711.2.3 SUPPORTING CONSTRUCTION - EXC. 2 NR AT PARTY WALLS SEC. 71 L2A.3 1 HR. FLOOR ASSEMBLIES W/ 13R SPRINKLERS. SEC. 714.4 THROUGH PENETRATIONS OF RATED ASSEMBLIES - TABLE 716.1(2) FIRE DOORS IN IHR. CORRIDOR WALLS SHALL BE 20 MINUTE RATED. TABLE 721.1(2) FIRE RESISTANCE OF VARIOUS ASSEMBLIES (SEE SHEET A6.7) GENERAL NOTES CHAPTER 10 TABLE 1004.5 1 OCC. PER 200 SQ. FT, = 18 PER STAIRWAY 34991200=16 SEC. 1005.3.1 STAIR WIDTH 03'X18=5.4"REQ'D. W/SPRINKLERS 0.2x18=3.6" TABLE 1002.6.1 R-2 OCC. MAX. OGC.=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, W/ SPRINKERS (50') TABLE 1006.3.3(1) 1 EXIT FOR R-2,125' LENGTH, 4 D.U. PER FLOOR MAX. SEC. 1008.1 ILLUMINATION REOD. FOR BREEZEWAYS, STAIRS: 1 FTC. SEC. 1009.1 ACCESSIBLE EGRESS REQ'D. SEC. 1009.3.2 STAIR WIDTH 148" 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 110 S.F. SEC. 1010.1.5 LANDING EA. SIDE OF DOOR. 2% SLOPE MAX EXC. DECKS 4' STEP MAX. SEC. 1010.1.7 112' HIGH THRESHOLD MAX. BEVELED. SEC. 1010.1.9.1 LEVER DOOR KNOBS 34" 48" ABOVE FUR. SEC. 1011.2 EXC.1 36' MIN, STAIRWAY WIDTH REQ'D. SEC. 1011.5.2 7" MAX, 4" MIN. RISER. IT- MIN. TREADS FOR STAIRS SEC. 1011.5.3.3 SOLID RISERS EXC. W' SPACE ALLOWED. SEC. 1011.6 LANDING WIDTH = 48"MIN. SEC. 1011.7.4 NO ENCLOSED SPACE UNDER EXT_ STAIRS UNLESS 1 HR RATED. SEG 1012: RAMPS, 1:12 MAX. W130" MAX. RISE &6W LANDINGS HANDRAILS REQ'D>6" R. SEC.1014: STAIR HANDRAILS: 11/4"-2"DIA.,34"-38' ABOVE NOSING, OR TYPE IL SEC. 1014.6 HANDRAILS EXTEND 12' ABOVE TOP, 1 TREAD (SLOPED) BELOW BOTTOM. SEC. 1015.3 PUBLIC GUARDS 42" HIGH, PRIVATE 36' HIGH W/ 14" OPENINGS. SEC. 1015.8 WINDOW SILLS136' HIGH INSIDE >7Z OUTSIDE TO HAVE FALL PREVENTION. ASTM 2090 AND SHALL MEET EGRESS OPENING REQM'TS. TABLE 1020.1 CORRIDORS 0.5 HR. RATED W/ SPRINKLERS TABLE 1020.2 CORRIDOR WIDTH 36" MIN. 15D OCCUPANTS SEC. 1020.4 EXC. 2 DEAD END CORRIDOR UP TO 50' W/ SPRINKLERS. CHAPTER II -SEE SHEET A62 SEG. 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. OF SAID WORK SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL STANDARDS FOR CONSTRUCTION. SEE ALSO THE DRAWINGS AND SPECIFICATIONS. 5 DESIGN PRIOR TO THE AWARD OF RESPECTIVE CONTRACT 2. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. CONSULT ARCHITECT FOR CLARIFICATIONS. 12. ALL RUBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR 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 orf o DISPOSE OF ASBESTOS, LEAD PAINT AND HAZARDOUS MATERIALS PER CODE. 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 6-25-20 TO STARTING WORK. IN NO CASE SHALL WORK INTERFERE WITH OWNER'S 5. THE CONTRACTOR SHALL REQUEST INFORMATION FROM THE ARCHITECT FOR ANY 2 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. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSION IN THE FIELD 15. THE CONTRACTOR SHALL UMIT CONSTRUCTION ACTIVITY TO THE HOURS OF BEFORE PROCEEDING WITH THE SUBSEQUENT WORK. ALL DIMENSIONS SHALL 8AM TO 5PM MONDAY THROUGH FRIDAY UNLESS OTHER HOURS ARE HAVE PRECEDENCE OVER SCALE. VERIFY ALL DIMENSIONS PRIOR TO WORK. Q APPROVED IN ADVANCE WITH THE OWNER. (7 16. GEOTECHNICAL (SOILS) ANALYSIS AND/OR ENGINEERING ARE NOT INCLUDED 7. USE ADEQUATE NUMBERS Of SKILLED WORKMEN WHO ARE THOROUGHLY Z WITHIN THE SCOPE OF THESE ARCHITECTURAL SERVICES. NO OTHER TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE o La ES ARE ANTICIPATED OR INCLUDED WITHIN THIS WORK. ENGINEERING SERVICES COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. 17. THE CONTRACTOR SHALL NOTIFY HIS EMPLOYEES AND SUB -CONTRACTORS TO U) MAKE EVERY EFFORT TO MINIMIZE THE DISRUPTION OF THE OWNERS USE OF B. INSTALL ALL MATERIALS IN STRICT CONFORMANCE WITH MANUFACTURERS HIS PROPERTY, INCLUDING, BUT NOT LIMITED TO DAILY CLEAN-UP OF WRITTEN INSTRUCTIONS FOR LONG LIFE UNDER HARD USE. OBSERVE ALL CONSTRUCTION DEBRIS, SAFE AND SIGHTLY STORAGE OF CONSTRUCTION WARRANTY REQUIREMENTS FOR DELIVERY, STORAGE, HANDLING, INSTALLATION 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 OF STRUCTURAL, USE EQUIPMENT AND PROCEDURES IN FULL COMPLIANCE WITH OSHA AND 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 TO THE SCOPE OF THE RK 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 UNITS- UNLESS NOTED OTHERWISE. - 16 16-=1,4) VICINITY MAP 5024 MAIN STREET SPRINGFIELD, OREGON NORTH -u�oa�-TY�a - hl�u'1� P�CvT et,J P� of Iw Zu o W U Vl W Lri^j Vj J NotU a `Z, Y !T (n ~ L0 W Z z� 0 Q Lo _ ci Z §a N Liu OD Ir O Loa VJ 6 Z 5 SPR AP. 5-16-22 O SPR AP. 2-31-21 3 SPR AP. orf o r Z W of w 1 PRE -AP 6-25-20 RIDGEVIEW COVER SHEET 2 U) JOB # 1 2007 W Z J W > Q (7 W 't (N Z (� Ln o La U) U J (y) J N U ti Z U)O OW WQOu) pp O m Z Qo C) M C) 0 ti5� �C�fA W KENNETH A. PAULSEN PPn l� y dl PORTLAND, OREGON,* OFp1 6 5 SPR AP. 5-16-22 4 SPR AP. 2-31-21 3 SPR AP. 8-23-21 2 SPR AP. 7-7-21 1 PRE -AP 6-25-20 RIDGEVIEW COVER SHEET AlA FILE NAME A11RIDCOV JOB # 1 2007 SEE CONTINUATION OF SITE PLAN AT RIGHT 1 ^ ENTRY DRIVE AT MAIN STREET I,.. 10 RAIN GARDEN#1 SEE SHEET 0-2.0 w 0 ;71 W ,', is V + + CE - MAP BUA 10EDAR 0 --_�� EXTRUDED CURB WHERE NEXT TO LANDSCAPING. SEE DETAIL e AL4 TAX LOT 3900 20 SITE PLAN 1/16"-'1--0" z evzeW ardens A 54 Garden Yfome Devefopment in Spring fiefd Oregon TAX LOT 4301 I TAX LOT 4302 RAIN GARDEN #4 4 3 SEE SHEET C-2.0 N NOTE: UTILITIES Li BE ROUTE[ INF R €R TO CONNECT TO SERVICES WITHIN THE MAIN STREET RIGHT-OF-WAY. NOTE REFER TO LAND SURVTIONS N T SHOWNHEADDITIONAL INFORMATION w ABOUT EXISTING CONDITIONS NOT SHOWN HERE. CONSULT WITH OWNER REGARDING EXISTINGCONDITIONS I T T 1 TAX LOT 4303 SITE LIGHTING - SEE SHEET A1.5 OF S. 89" 44' O• E. 70.0' 5024 MAIN ST. SPRINGFIELD, OREGON T.L. 3800 N.W. 1/4 S.W. 1/4 SEC. 33, T.17 S. R2 W. W.M. LANE COUNT/, OREGON ■ PARCELS 1702333203800 ZONED COMMUNITY COMMERCIAL TAX MAP 17023332 1.99 AC. THIS SITE IS DESIGNED TO PROVIDE COMPLIANCE WITH THE A.D.A. ACCESSIBILITY REQUIREMENTS, CONSULT WITH ARCHITECT FOR CLARIFICATION OF ANY ELEMENT NOT SHOWN, OR APPEARS TO BE IN CONFLICT WITH THAT ACT. TAX LOT 3801 ,`N. 89'4,V 00"W. 40.00' AT MAIN STREET NOTE: PROVIDE4'HIGH PROTECTIVE CYCLONE FENCING AROUND RAIN GARDENS - TYP. TAX LOT TAX LOT TAX LOT 31 Zu o W U tn W J P. w J �U a Z Y L Zw ZO _d Z a N i� W �D 0 o YLoa vJ Z rO U) LLJ v W z w w (� 2 U)af 0 Z J W 0-5u- W Q � CD d04 Z CD LO 0 clLID w U) U 6 5 SPR AP. 5-16-22 4 SPR AP. 2-31-21 M SPR AP. J 2 N 7-7-21 U PRE -AP ti RIDGEVIEW Z A1.2 O JOB # 2007 U)O O W Q°� W m r` W Z I O U�(0 CD M C) t' O KENNETH A. PAULSEN &/Pmiamn -3 dl PORTLAND, OREGON 0F0� 6 5 SPR AP. 5-16-22 4 SPR AP. 2-31-21 3 SPR AP. 8-23-21 2 SPR AP. 7-7-21 1 PRE -AP 6-25-20 RIDGEVIEW SITE PLAN A1.2 FILE NAME Al2RIDSP2C JOB # 2007 g_p^ A1.3 2'-0" T-0" 2'-0" 6^ fill 2'-0" . 4'-0" PA IiJG FOR (8) BIKE§ b o I SEE DLTAItr. .5 m ,o I I q17 < _ Sim. A I A.: ROOF OVFRl-fAf G PARKING FOR (6)'OV RSIZEUBIKES PARKING -FOR )BIKES. 1 OF BIKE SHEL SEE DETAIL & e SEE DETAIL 5 ^ IM.'.. SIDEWAEK 1 _ NNW .. 'CURB A ... '� :CURB. _ _ L r SIDEWALK _ :� PARKING AREA LANDSCAPING 8 BIKE PARKING STALL (9) SHORT TERM" BIKES SHALL BE SHELTERED. BIKE PARKING SHELTER #2 (NO LIGHTING RE OU BIKE PARKING AT RECREATON AREA 1 4" = 1'-0" q^ = 1•-0 (NO BIKE PARKING SHELTER AT THIS LOCATION.) \'oARJCbVG AR fq PARKING AREA 14 BIKE PARKING STALL A TOTAL OF 27 BIKES ARE "LONG TERM" AND MUST BE SHELTERED IN A LIGHTED AREA. BIKE PARKING SHELTER #3 INTERIOR OF SHELTER SHALL BE LIGHTED, WITH LIGHTING CONTROLLED BY A PHOTO CELL SWITCH. 114"= i'-0" ,z I _.: J ,z 5 A .u�Ll A1.3 Fo r 1 1) __ _ d:. ll ,,. _ =t. 1 1 FOOTINGS & FRAMING SIDEWALK iv FOR BIKE SHELTERS - LANDSCAPING I _ I_ _ .. I ...- SEESTRUCTURALPLANS. 4 --- -LANDS APING -- --- -_-tZ--6' ROOF OVERHANGOF BIKE SHELTER2'-0"3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" b 10 23'..0" TYPICAL 14 BIKE PARKING STALL A TOTAL OF 27 BIKES A^LONG TERM" AND MUST BE SHELTERED IN A LIGHTED AREA. RE BIKE PARKING SHELTER #1 INTERIOR OF SHELTER SHALL BE LIGHTED, WITH LIGHTINGCONTROLLED BYAPHOTO CELL SWITCH. BIKE PARKING AT BUILDING #1 BIKE SHELTER ELEVATION 1/4"= 1-0" 1/4^ _ p-0" (NO BIKE PARKING SHELTER AT THIS LOCATION.) 1 O 1/4"= T-0" 4EA °1CD.S.GI' ,8 Ui / \ PLANTERSTAND SEAM METAL ROOF / A1.3AREA/PLANTER ''� I / \ PLANTER AREA COLUM GROUT IN CEILL/ `/ ZS'Iz42/" A A \/ DUPAIi TERT\ \\ STA`✓DARD \ �\ PRQ� IDE/ �. ^ S�Oq " CMLI BLOCK \\ s"� // `r(Oq \ UP, F SALWITkB�\ FfEACR ON FFIRS�OTOINGSE \ O / / ��s A � AF RADE / 111 T AN 308.3.1 GRAIN GRATINGA PERPENDICULAP2 45" MITER / / \ \PERPENDICULAR \ / 45°MITEF TO TRAVEL DIR TION. / / 76'X42" T TRAVEL DI TIOFN'.✓ldASONR' <-- sEEEEDs RGo RAL _ �jy/ V A T.S.4x4x1 S. 04.1/4'v COLUMN COLUMN \ \ GROUTED IT BEE ENLARGED IN CELLGROU LED IN BELLRASH ENCLOSURE \ \ 45" MITER "MITER O Q PLPN -DETAIL 15 PLANTER \ /- - - - - - --- J PLANTER \ /MASONRY t TS 8x2x3/y u- A1.3 AREA \ AREA H.C. PWG. & RAMP -- -. SEE DE IL 2 �/� NOTE: A.D.A. ACCESS 6" CURB 8'-, 1'-11 1 6' CURB 6'4 A14 A(MIST BE MAINTAINED 4 75 NOCURBATDOO 8 9 Illfff �\��` THROUGH TRASH ENCL. TRASH ENCLOSURE TRASH ENCLOSURE VICINITY PLAN ARCHITECTURAL FOUNDATION PLAN TRASH E 13 A.D A. 14 4" = 1'-0° 15 1/4" = 1W STAND SEAM METAL ROOFSTAND SEAM METAL ROOF STAND SEAM METAL ROOF - ON 1 1/2" CHANNELS @ 24" O.C. ON t 1/2" CHANNELS @ 24" O.C. ON t 1/2" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING ON T.S. METAL FRAMING ON T.S. METAL FRAMING RAFTERS @ 48" O.C. RAFTERS @ 48" O.C. RAFTERS @ 48" O.C. IN RUNNING BOND LAYUP W/ #5 REBAR VERT @ 32" O.C. HOOKED INTO FOOTING 5" ROWLOCK COURSE RED BRICK CAP - - - - -. - - - - - - - - - 8"x8' 16" SPLIT FACE C.M.U. IN RUNNING BOND LAYUP W/ #5 REBAR VERT @ 32" O.C. HOOKED INTO FOOTING 5" FASCIA/ I- --- -- 8"x8"xi 6" SPLIT FACE C.M.U. IN RUNNING BOND LAYUP A #5 REBAR VERT @ 32° O.C. HOOKED INTO FOOTING A.D.A. HINGED STEEL GATE l`-10")20"GONG. W/ EYEBOLT. HINGES FOOTING W/ & CATCH (2) #4 CONT. T. Af'... rk fnl nnl It7 I"1 ll I- 1 l Asl STAND SEAM METAL ROOF - ON 1 112" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING RAFTERS @ 48" O.C. 5" FASCIA/ ROWLOCK COURSE RED BRICK CAP , .....�--------- �0�C-fir FOOTING W/ (2) #4 CONT. PROVIDE PARALLEL BIKE HOOPS AT 36" O.C. PROVIDE PARALLEL BIKE HOOPS AT 48"0 C. 24" CLEAR FROM WALL OR SLAB EDGE. 36" CLEAR FROM W L. 0. �- -- T ---� \ _. 1/4"x6'"/NOL ER COATED'"' -- FLANGE D W/ - I - - i .. (2)12" D /i�llTl ' 11 � ���fRl��\ , un U r - i�7z 4" BROOM FINISH I 3/ - 4' BROOfGONG. sLAe. 1im/�dVVV� `7 ' - coNC. S PROVI '3/8" x 3': CALV. LA SCREWS ' 1!4"x6'DIA. POW DER COATED 11/2^DIA. POWDER COATED �) 112, DIA* POWDER TED FLANGE MOUNT PADWI IN .EXPANSION ANCHO SW/ STEEL PIPE (1.9" O.D.) STEEL PIPE . (2)1/2" DIA. HOLES. (2) 3/8" x 3" GALV. LAIMPFI3 . O(2F. PROVIDE (2) 3/8" x 3" GALV. LAG SCREWS ' LAG SCREWS E EACH RAC IN GALV. EXPANSION ANCHORS W/ n (4 ANCHORS PER BACK). (2) 3/8" x 3" GALV. TAMPER PROOF Ls1 LAG SCREWS AT EACH). -.. i-" �_wwww� -, (4 ANCHORS PER RACK). - J r17 It L'iII --- -- .r-� mom I FT F u I ' 24" x 72" FOOTPRINT PER BIKE RACK , 24" 196- FOOTPRINT PER BIKE RACK STANDARD BIKE RACK OVERSIZED BIKE RACK 5 1/2" = V-0" AS AVAILABLE FROM RADIUS PIPE BENDING 6 10 = 1--0^ AS AVAILABLE FROM RADIUS PIPE BENDING w .mdiuspipe.mm (541)998-9700 a .mdiuspipe.mm (541)998-9709 6x6x3/i6° 1 TAB ON INSIDE OF GATE W/ SLOT FOR EYEBOLT. 12 BIKE SHELTER ELEVATION 1/4" - T -Y' T.S. 2x2x3/16 F.S. 3x3xl/4 GATE FRAME WI COLUMN T.S. 2x2x3/16 PICKETS @ 6" O.C. GROUT CELL FULL. ROW LOCK COURSE RED BRICK CAP 00 0 MITER AT CORNERS THREADED S.S. HOOKS W/ P.T. 2x4 SPACER Q 48"O.C. TAMPERPROOF NUT it P.T. 4x8 BUMPER @ 40" ABOVE SLAB W/ 518" DIA. x 8" I 4 H.D. GALV. BOLTS @ 48" O.C. - CTSK. 14, E- BLACK POWDER GOAT FINISH x8"x16" SPLIT FACE C.M.U.11 IN IN RUNNING BOND LAYUP-OW/ 3/i6"TYP. #5 REBAR VERT@32C. HOOKED INTO FOOTING I GROUT REBAR CELLS FULL. GRADE lie EYEBOLTS yt -- .. BO 3/8"x6" FLATHEAD \\ \ \ ANCHOR@24"O.C. .�^ DMPLEE3/@16BOLTS \ 6 1L TRASH ENCLOSURE GATE TRASH ENCLOSURE CMU WALL T.S. 3x3xi/4" STAND SEAM METAL ROOF ON 1 112" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING RAFTERS @ 48" O.C. LOCK COURSE BRICK CAP n 5" FASCIA/ 10"x20" CONC. 8"x8"xi6" SPLIT FACE C.M.U. --STANDING SEAM 12 12 STANDING SEAM METAL ROOF ON e 8 METAL ROOF ON T.S. 4x4xi/4" RIDGE -1 T.S. 4x4x1/4" RIDGE & EAVE BEAMS. & EAVE BEAMS. 26 GA. PREPAINTED F� 26 GA. PREPAINTED CLOSER W/ HEMMED CLOSER W/ HEMMED DRIP EDGE AT BOT. & ENDS. DRIP EDGE AT BOT. & ENDS. E—T.S. 4x4x1/4" POSTS T.S. 4x4x1/4" POSTS PAINTED TO MATCH PAINTED TO MATCH BIKE RACKS.`O BIKE RACKS. FILE {NAME A13RIDSD F ----BIKE RACKS - 5 \ IKE RACKS - 5 SEE DETAIL A7.3 SEE DETAIL Ai.3 4. CONC. SLAB. J 4° CONC.SLAB. O`r NOTE: ENSURE TOP OF FOOTING IS BELOW FOOTING PER ADJACENT IMPROVEMENTS. STRUCTURAL PLANS. u u l `FOOTING PER Lo STRUCTURAL PLAIDS. 12 BIKE SHELTER ELEVATION 1/4" - T -Y' T.S. 2x2x3/16 F.S. 3x3xl/4 GATE FRAME WI COLUMN T.S. 2x2x3/16 PICKETS @ 6" O.C. GROUT CELL FULL. ROW LOCK COURSE RED BRICK CAP 00 0 MITER AT CORNERS THREADED S.S. HOOKS W/ P.T. 2x4 SPACER Q 48"O.C. TAMPERPROOF NUT it P.T. 4x8 BUMPER @ 40" ABOVE SLAB W/ 518" DIA. x 8" I 4 H.D. GALV. BOLTS @ 48" O.C. - CTSK. 14, E- BLACK POWDER GOAT FINISH x8"x16" SPLIT FACE C.M.U.11 IN IN RUNNING BOND LAYUP-OW/ 3/i6"TYP. #5 REBAR VERT@32C. HOOKED INTO FOOTING I GROUT REBAR CELLS FULL. GRADE lie EYEBOLTS yt -- .. BO 3/8"x6" FLATHEAD \\ \ \ ANCHOR@24"O.C. .�^ DMPLEE3/@16BOLTS \ 6 1L TRASH ENCLOSURE GATE TRASH ENCLOSURE CMU WALL T.S. 3x3xi/4" STAND SEAM METAL ROOF ON 1 112" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING RAFTERS @ 48" O.C. LOCK COURSE BRICK CAP n 5" FASCIA/ 10"x20" CONC. 8"x8"xi6" SPLIT FACE C.M.U. FOOTING W/ IN RUNNING BOND LAYUP W/ (2) #4 CONT. 45 REBAR VERT @ 32" O.C. 5-16-22 HOOKED INTO FOOTING STAND SEAM METAL ROOF ON 1 1/2" CHANNELS Q 24" O.C. ON T.S. METAL FRAMING RAFTERS @ 48" O.C. 5" FASCIAJ 8"x8"xW SPLIT FACE C.M.U. IN RUNNING BOND LAYUP W/ #5 REBAR VERT @ 32° D.C. HOOKED INTO FOOTING TRASH ENCLOSURE N.W. ELEV. TRASH ENCLOSURE S.W. ELEV. TRASH ENCLOSURE SOUTH ELEV. 22 TRASH ENCLOSURE S.E. ELEV. 23 TRASH ENCLOSURE WEST ELEV. TRASH ENCLOSURE N.W. ELEV. jjjjl�19 14"_,'-0 20 „4"=,.-0^ 21 „4"= .-e. 24 „4 -0. v' Z O Hwy G w O ~ Z J W a5;LL W Q Io N Z L0 ^� N� `I ^. v) I A. U 6 J SPR AP. 5-16-22 4 SPR AP. 2-31-21 3 SPR AP. 8-23-21 2 N 7-7-21 Zrn PRE -AP 6-25-20 RIDGEVIEW SITE DETAILS A1.3 FILE {NAME A13RIDSD I JOB # 2007 U)0 O`r V J L.L QO Lo W Co Z Q O O 0� M O a O S KENNETH A.PAULSEN - PP l L y tP. PORTLAND, OREGON, OFQv. 6 5 SPR AP. 5-16-22 4 SPR AP. 2-31-21 3 SPR AP. 8-23-21 2 SPR AP. 7-7-21 1 PRE -AP 6-25-20 RIDGEVIEW SITE DETAILS A1.3 FILE {NAME A13RIDSD I JOB # 2007 SEE6 ^� -BET A1.4 - �' ++ BIKE SHELTER SEE DETAIL LANDSCAPE A1.3 PLANTER 6" CURB - FLUSH W/ O 3-0 SEE m SYMBOLS&� b PAINTING i SEE pJll� o u A1.4 SEE PAINTING SEE 10 A1.4 CURB TO 1W HT. N./ S SEE TAPER CURB TAPER CURB TO 1/4" DOMES SEE 6 DETAIL 8" CURB A1.4 rFLUSH W!SIDEWLK@ TAPER CURB T0ANDSCAPE EA. SIDE OF LANTER CURB RAMP SHALL NOT EXTEND INTO ACCESS AISLE. - FLARED SIDE RES I PARK NG IF'X" IS LESS THAN 4'-0' THEN THE SLOPE OF THE .n FLARED SIDE SHALL NOT E EXCEED 1:12. _ ._..... 2-31-21 oALL DISABLE PERSON PARKING LOCATIONS. i O O LL �Sro" ,� ..... . Eg PLAN:: 10 (MAX') m Q MIN S O V B �O SFLIDUESWH AWLK/ �a RAMPS o (' 04CAPE A LANDSOGye6" HIGH CURB - VERITY URB- VERIFY VERIFY PLANTER VERIFY 0�1(6"CHANGEIN_r -_ _ COMPIIANGE W/ ¢ COMPIIANCE W/ R=Z COMPLIANCE W/ R=2' Jp ELEVATION) " STANDARDS FOR 5'-0" H 18'-0" STANDARDS FO STANDARDS FO O p. BIKE RACKS ACCESSIBLE PK'G. r ACCESSIBLE PK'G. ACCESSIBLE P 7810. �O "> SEE DETAIL 9 PROVIDE TACTILE PLACES BY THE PLACES BY THE PLACES BY TH LANDSCAPE SLIP RESISTANT ELEVATION =CON w OREGON 2%SLOPEREGON PLANTER 2%SLOPE(MAX-)i.3 SURFACE ON SLOPED rc OVER ENE (MAX.) (MAX)( ) 7 ( ) TRUNCATEDDETECTDOME MISSION. ATION OVER ENTIRE PARKING TRANSPORTATION OVER ENTIRE PARKING COMMISSION.TRANSPORTATION OVER ENTIRE PARKING RAMPS APPROACHING DETECTABLE AMISSION. ro AND AISLE AREA COMMISSION. AND AISLE AREA. COMMISSION. A7.4 AND AISLE AREA. VEHICULAR TRAFFIC. WARNING DETAIL VAN ACCESSIBLE PARKING STALL ARK'G STALL AT OFFICE BLDG. ^ ACC. PARK'G STALLS AT BLDG. #3 RAMP AT MAIL BOXES H.C. RAMP DETAILS D-- 8" _ -0" ADA COMPLIANT 3>A�CC-. ADA COMPLIANT �F 1/8"= T-0" ADA COMPLIANT 118" = t'-0" ADA COMPLIANT 8" = 1'-0" ADA COMPLIANT A 6" VERIFY PAVEMENT MARKING BACKGROUND: ACCESSIBLE PARKING SIGN CURB RAMP SHALL NOT EXTEND 12-4 1 BIKE RAMP ADA COMPLIANT VERIFY SIGN BACKGROUND: WHITE, COMPIANCE W/ RETROREFLECTIVE SHEETING STANDARDS FOR ACCESSIBLE PKG. SIGN LEGEND: GREEN, PLACES BY THE RETROREFLECTIVE SHEETING OREGON TRANSPORTATION SIGN SYMBOL: WHITE ON BLUE, COMMISSION. RETROREFLECTIVE SHEETING PARKING SIGN DESIGN AND TEXT PER OREGON TRANSPORTATION COMMISSION. (VERIFY). - v RES I PARK NG 0 .n w r THIS PARKING SIGN SHALL BE USED AT 2-31-21 oALL DISABLE PERSON PARKING LOCATIONS. i O O V B �O SFLIDUESWH AWLK/ �a RAMPS o (' 04CAPE A LANDSOGye6" HIGH CURB - VERITY URB- VERIFY VERIFY PLANTER VERIFY 0�1(6"CHANGEIN_r -_ _ COMPIIANGE W/ ¢ COMPIIANCE W/ R=Z COMPLIANCE W/ R=2' Jp ELEVATION) " STANDARDS FOR 5'-0" H 18'-0" STANDARDS FO STANDARDS FO O p. BIKE RACKS ACCESSIBLE PK'G. r ACCESSIBLE PK'G. ACCESSIBLE P 7810. �O "> SEE DETAIL 9 PROVIDE TACTILE PLACES BY THE PLACES BY THE PLACES BY TH LANDSCAPE SLIP RESISTANT ELEVATION =CON w OREGON 2%SLOPEREGON PLANTER 2%SLOPE(MAX-)i.3 SURFACE ON SLOPED rc OVER ENE (MAX.) (MAX)( ) 7 ( ) TRUNCATEDDETECTDOME MISSION. ATION OVER ENTIRE PARKING TRANSPORTATION OVER ENTIRE PARKING COMMISSION.TRANSPORTATION OVER ENTIRE PARKING RAMPS APPROACHING DETECTABLE AMISSION. ro AND AISLE AREA COMMISSION. AND AISLE AREA. COMMISSION. A7.4 AND AISLE AREA. VEHICULAR TRAFFIC. WARNING DETAIL VAN ACCESSIBLE PARKING STALL ARK'G STALL AT OFFICE BLDG. ^ ACC. PARK'G STALLS AT BLDG. #3 RAMP AT MAIL BOXES H.C. RAMP DETAILS D-- 8" _ -0" ADA COMPLIANT 3>A�CC-. ADA COMPLIANT �F 1/8"= T-0" ADA COMPLIANT 118" = t'-0" ADA COMPLIANT 8" = 1'-0" ADA COMPLIANT A 6" VERIFY PAVEMENT MARKING BACKGROUND: ACCESSIBLE PARKING SIGN CURB RAMP SHALL NOT EXTEND 12-4 1 BIKE RAMP ADA COMPLIANT VERIFY SIGN BACKGROUND: WHITE, COMPIANCE W/ RETROREFLECTIVE SHEETING STANDARDS FOR ACCESSIBLE PKG. SIGN LEGEND: GREEN, PLACES BY THE RETROREFLECTIVE SHEETING OREGON TRANSPORTATION SIGN SYMBOL: WHITE ON BLUE, COMMISSION. RETROREFLECTIVE SHEETING PARKING SIGN DESIGN AND TEXT PER OREGON TRANSPORTATION COMMISSION. (VERIFY). - v SECURELY MOUNT EACH SIGN TO WALL OR GALVANIZED METAL POST W/ (2) NON -CORRODING TAMPER RESISTANT m 1/4" DIA. BOLTS. BORDER STROKE RADIUS = 1.5" STROKE THICKNESS = 0.375' IN FROM EDGE =.375" TYPICAL ALL SIGNS. RES I PARK NG 0 .n w SECURELY MOUNT EACH SIGN TO WALL OR GALVANIZED METAL POST W/ (2) NON -CORRODING TAMPER RESISTANT m 1/4" DIA. BOLTS. BORDER STROKE RADIUS = 1.5" STROKE THICKNESS = 0.375' IN FROM EDGE =.375" TYPICAL ALL SIGNS. COMPLIANCE W1 OPTIONAL: BLUE, RETROREFLECTIVE SEE DETAIL 7 INTO ACCESS AISLE. STANDARDS FOR CURB LEVEL NOTE: ALL SEE ACCESSIBLE ACCESSIBLE PKG. TRUNCATED AIA WIADJ.SIDEWALK. SIDEWALKSSHALL RES VIED PARKING SIGN R7-8 PLACES BY THE IIICCC PAVEMENT MARKING STENCIL: DOMES BE 5'-0"WIDE. DETAIL OREGON WHITE, RETROREFLECTIVE. SEE PARKING a TRANSPORTATION DE AISLOPE o LOPE A1.4 COMMISSION. _ ACCESSIBLE ROUTE z SECURELY MOUNT EACH SIGN TO WALL OR GALVANIZED METAL POST W/ (2) NON -CORRODING TAMPER RESISTANT STROKE WIDTH: ONE OF EVERY �' P 1/4" DIA BOLTS- j4' STANDARD, (6) ACCESSIBLE o 9 w 0 3" MINIMUM PARKING STALLS N ! 36" v-- -- � PROVIDE ADDITIONAL VAN ACCESSIBLE z SHALL BE VAN a / 2 2 2 2 2 6 0 qqT w r THIS PARKING SIGN SHALL BE USED AT 2-31-21 oALL DISABLE PERSON PARKING LOCATIONS. i O O LL SIG P T SHALL BE u 7-7-21 Eg LOC kTED BEHIND CURB REFER TO STANDARD HIGHWAY SIGNS C Z m Q WR MIDDLE 5'-0° BOOK FOR DETAILS AND DIMENSIONS. F -_ � Z 3: OF KING STALL. _ Yu) U x w OREGON TRANSPORTATION COMMISSION c G r STANDARDS FOR ACCESSIBLE PARKING PLACES. AUGUST2018. V ACCESSIBLE PARKING SIGN Ill 7 1"= V-0" ADA COMPLIANAT COMPLIANCE W1 OPTIONAL: BLUE, RETROREFLECTIVE SEE DETAIL 7 INTO ACCESS AISLE. STANDARDS FOR CURB LEVEL NOTE: ALL SEE ACCESSIBLE ACCESSIBLE PKG. TRUNCATED AIA WIADJ.SIDEWALK. SIDEWALKSSHALL RES VIED PARKING SIGN R7-8 PLACES BY THE IIICCC PAVEMENT MARKING STENCIL: DOMES BE 5'-0"WIDE. DETAIL OREGON WHITE, RETROREFLECTIVE. SEE PARKING a TRANSPORTATION DE AISLOPE o LOPE A1.4 COMMISSION. _ ACCESSIBLE ROUTE z SECURELY MOUNT EACH SIGN TO WALL OR GALVANIZED METAL POST W/ (2) NON -CORRODING TAMPER RESISTANT STROKE WIDTH: ONE OF EVERY �' P 1/4" DIA BOLTS- j4' STANDARD, (6) ACCESSIBLE o 9 w 0 3" MINIMUM PARKING STALLS N ! 36" v-- -- � PROVIDE ADDITIONAL VAN ACCESSIBLE z SHALL BE VAN a / 2 2 2 2 2 6 C'4 qqT LJJ Do r W Lo 2-31-21 ZD SPR AP. ZQ 2 SPR AP. 7-7-21 Z PRE -AP Z §Q N P�m FILE NAME A14RIDSD2 ce) Yu) co Of CID a o V O EMU O C,^) L0 72 pi ZI Q O w co OWNER SHALL RESERVE AND ASSIGN MAILBOXES FOR USE BY DISABLED TENANTS THAT SLOPE ARE WITHIN REACH LIMITATIONS. (15" - 48" ABOVE GRADE). N N SIGN AT VAN ACCESSIBLE PARKING ACCESSIBLE 4 D o -- H WHITE BAKED FRAME > ACOS ISLE � SIGN R7 8P 0 PARKING SPACES RETRO- 4 FINISH ON LAND ACCESS FLECTIVE m fpy 4" CONIC. SLAB SIGN BACKGROUND: WHITE, Qo AISLES SHALL BE 4" STROKE Y BROOM FINISH. `- RETROREFLECTIVE SHEETING z - Q AISLES STABLE, WIDTH KE 3 WHELHAIR SOOTHAND SIGN LEGEND: GREEN, w SL P RESISTANT k II USE NLY RETROREFLECTIVE SHEETING a SHALL NOT }X' THIS PARKING SIGN SHALL BE USED ONLY W/ EXCEED 2% r SIGNORI -BC SIGN R7-8W/8'-0"(MIN.)ACCESS AISLE T 3'-0' WHITE YELLOW ii " 10" " FRONT VIEW SIDE VIEW w YELLOW z + ] VERIFY 4" SEE y RETROREFLECT - 12 TENANT CLUSTER MAILBOX -(5 REQUIRED) RUBBER GASKET 4 0 SIG P T SHALL BE REFER TO STANDARD HIGHWAY SIGNS COMPLIANCE W/ DETAIL a BLACK IN COLOR, LLS.P.S. APPROVED UNDER BASE. w °NO PARKING" _ o 01.0 LO T D BEHIND CURB BOOK FOR DETAILS AND DIMENSIONS. STANDARDS FOR g.-0» Ai.4 6'-0" (MIN.) g'-0^ c ❑ - AS AVAILABLE FROM U.S. MAIL SUPPLY +k W WI 1 MIDDLE 5'-0° 36" STANDARD. 24" MINIMUM ACCESSIBLE PK'G. y. (262 782-0510 '4 O < PLACES BY THE (MIN.) OR VANS ) PROVIDE O tY2" x 4` GALV. LAG SCREWS z OF A KING STALL. OREGON TRANSPORTATION COMMISSION IN GALV. EXPANSION ANCHORS W/ ra y z STANDARDS FOR ACCESSIBLE PARKING OREGON TRANSPORTATION COMMISSION OREGON 1'-0" BAKED ENAMEL a i PLACES. AUGUST 2018. STANDARDS FOR ACCESSIBLE PARKING PLACES TRANSPORTATION NOTE: 8'-0" WIDE AISLES FOR VAN PARKING STALLS MUST BE STEEL IS�TP (LAG SCREWS AT EACH 2) 112"x 4" GALV. TAMPER PROOF y 3 3 AUGUST 2018 - FIGURE 6 COMMISSION. LOCATED ON THE RIGHT HAND SIDE OF THE VAN PARKING STALL. BASE (4 ANCHORS PER BASE D8BASE. ACCESSIBLE PARKING SIGN R7 -8P PAVEMENT MARKING STENCIL ACCESSIBLE PARKING STALL 12 TENANT CLUSTER MAILBOX - (5 REQUIRED) 1" = 1'-0" -SSC 1106.5 ADA COMPLIANAT V NO SCALE ADA COMPTANAT 1 O 118"= 1'-0" ADA COMPLIANT 11 112"= 1'-0" ADA COMPLIANT ,--- .- r ACRYLIC BLACK LETTERS CURB NAFCO BOLLARD PATH LIGHT V-1" 42-RFBC-2050-x -5 (21) REQUIRED AS SHOWN WHITE VERIFY SIGN BACKGROUND: WHITE, AS AVAILABLE FROM RETRO- o NAFCO SHOEBOX LIGHT FIXTURE RECTIVE- COM PIANCEWI RETROREFLECTIVE SHEETING WISCONSIN LIGHTING LAB iv O FIRE CODE m (920)602-749] ( ) REQUIRED AS SHOWN WIDTH -TYP. H ELSTOPNC SEC. D103.6 SIGN LETTERING: RED AS AVAILABLE FROM RETROREFLECTIVE SHEETING ~ I I M z WISCONSIN LIGHTING LAB INSTALL ON tY DIA (920)602-]497 x 12" DEEP y m LEVEL GONG. FOUNDATION USING kag"ll Ill GALV. TEMPLATE & (3) 3B' DIA x 8" SECURELY MOUNT EACH SIGN TO ANCHOR BOLTS PROVIDED. I ¢ ¢ EQUAL A1.4 EQUAL NQ GALVANIZED METAL POST W/ DIY PARKING (2)NON-CORRODING TAMPER RESISTANT rF11 GRADE \ O ARIAL STYLE1 1/4" DIA BOLTS. \ _ GRADE /\\ �.ri -• �����/ \h \ O Q "C"AT COMPACT »'ro "'�'� ti'�__frf �—BORDER STROKE RADIUS=t.5" x>\\ \ \\ \\ \\ ( \ Q a ARKING STA CENTERED IN SPACE FIRE LANE STROKE THICKNESS = 0.375" // % IN FROM EDGE .375" ARIAI SME TYPICAL ALL SIGNS. �h% / '• 'I � STALL NUMBER w THIS PARKING SIGN SHALL BE USED AT /\ -"+, \/// /// /// 4&" \ \ f 4" CENTERED IN SPACE. r " -I— 6^x8"x18" C.M.U. BASE COURSE 0 LOCATIONS SHOWN ON SITE PLAIN. \/ •' -III �` ' a ' \/�\/�\/�\ SIG STSHALLBE �+•� ' 1,''• \ \\ \\ \\' q ro _ _____________________ p LOC D12"FROM REFER TO STANDARD HIGHWAY SIGNS %\/ /.x :,A. \//\//\�j\ ALIGN ALIGN -� t0 1 "COC G 1 L._.----_ _ --- -- FAC F CURB. BOOK FOR DETAILS AND DIMENSIONS. \ \ \ Z\� i\� ' � PROVIDDIRECTE GROUND NAL LIGHTS ND -� O #5 REBAR � FrG. W Y PLANTS ON SOUTH SIDE 2 /� �j I -•T PROVIDE V DIA ELECT. PVC SLEEVE OF WALL. o " \\FOR WIRING ACCESS AND EGRESS. 8'-D" AT COMPACT STALLS g TO TOSEN NSITIVES ITCH 9'-0"AT STANDARD STALLS V -'- '"- - -C ��/��� -' - - - - DEPTH PER CODE SEE DETAIL 16 NOTE: LOCATE WALL AND MAILBOXES 1 NO PARKING FIRE LANE SIGN THAT THE MAILBOXES ARE 1 B-1 STANDARD BOLLARD PATH LIGHT 1 SIGN LIGHTING 1 PARKING STRIPES 17 ENTRY SIGNAGE e coMPLETELY CONCEALED BEHIND WALL At.4 1"= V-0" 1' = i'-0" 1" = 1'-0" 10 = V-0" 1/2'= 1'-0" PROVIDE 3" WIDE BROOM FINISH PROVIDE 1/2" RADIUS x 1/2" DEEP BROOM FINISH ASPHALTIC EXPANSION JOINTS BROOM FINISH 6" EXTRUDED 4^GONG SIDEWALK SMOOTH POLISHED 4" CONC. SIDEWALK EASED EDGES AT ALL 4" GONG. SIDEWALK AS SHOWN ON SITE PLAN OR 4' GONG SIDEWALK CONC. CURB f=3000 p.s.i. FINISH ATALL f-3000 p.s.i. EXTERIOR SLAB SCORE LINES. (=3000 P.S.I. AT 25'-0" O.C. (MIN.) f=3WO p.s.i. FLUSH W/ 5=3000 p.s i. W/ ON 4" (MIN.) COMP. ON 4' MIN. COMB &"CAST IS To BE ASPHALTIC 712 P REMOULDED EXTERIOR SLAB EDGES. ON 4' (MINE COMP. PROVIDE 3' WIDE ON 4" (MIN.) COMP. PROVIDE 3" WIDE (MIN.) ON UNRAVEL BASE 3/4'. GRAVEL BASE SMOOTH POLISHED 3/4" -GRAVEL BASE SMOOTH POLISHED 3/4' -GRAVEL BASE (APPEARS TO BE ASPHALTIC EXPANSION ON UNDISTURBED TOOLED JOINT PROVIDE 10 RADIUS ON UNDISTURBED FINISH AT ALL ON UNDISTURBED FINISH AT ALL ON UNDISTURBED CONTINUATION OF 6 JOINTS AT 38'-0" O.C. INORGANIC SOIL EASED EDGE AT ALL INORGANIC SOIL EXTERIOR SLAB SCORE LINES. INORGANIC SOIL EXTERIOR SLAB JOINTS. INORGANIC SOIL CAST IN PLACE CURB.) EPDXY TO EXTERIOR SLAB EDGES- PAVED SURFACE 3. DO NOT CONTAMINATE 3. DO NOT CONTAMINATE ,$�" 12 DO NOT CONTAMINATE \ CONCRETE WITH > CONCRETE WITH MUD CONCRETE WITH MUD \\y DURING PLACEMENT. NT. DURING PLACEMENT. DURING PLACEMENT. i" R Q FSEE CIVIL OR PAVEMENT/INGS SPECIFICATIONS. R=�a o 0 o O O li=vz" �. \ O O RMAY EACH Y TO NDISTURB D// / �� VVWHE STOP NOT INORGANIC SOIL \\\EXTRUDED CURB SHOWN IN THIS DETAIL. MONOLITHIC \ // PEERIMETER OF PARKING AREAS ADJACENT TO PLANTER AREAS SEE DETAIL A74 WHPERIMETER OFERE ADACENTTGA WHETO SIDEWALK. THIS DETAIL IS SUBJECT TO CIVIL ENGINEER'S REVIEW EXTERIOR SLAB EDGE EXTERIOR SLAB SCORING SLAB EXPANSION JOINT EXTRUDED CURB TO VERIFY OIXJPR1oR CAST CONCRETE C 19 3.=1'-0" 20 3"=,' Y g�E�XTERIOR22 11/2'=1'-0" 23 13'4' MONO CORSIVA FONT 11'-21 1'- ROWLOCK COURSE RED BRICK CA P MAILBOXES D BEHIND WA 8"x8"x16' S I FACE C. ' IN RUNNI NO LAY P / J #5 REBAR T @32' 1 ds,: -... ,;�,. --I_+Friit HOOKED I FOOTING A 6" CAST -IN-PLACE CONIC. CURB SEE CIVIL DRAWINGS EXTRUDED 6"x8"x 6'-0" f=3000 P.S.I. W11/2" PREMOULDED FOR PAVEMENT BASE & GONG. WHEEL STOP W/ ASPHALTIC EXPANSION JOINST SPECIFICATIONS. EPDXY TO ASPHALT @ 36-0" O.C. AND 1 IIT DEEP PAVEMENT. CONTRACTION JOINTS @ 18'-0" O.C. Q. -0"R. (2) #5_ REBAR 0 0 0 0 0 0 v Al - 0 o O O \ THIS DETAIL IS SUBJECT TO CIVIL ENGINEERS REVIEW VERIFY APPROVAL ;URB &PRECAST CONCRETE WHEEL STOP TO CONSTRUC IONPRIOR ZV o W Ln W U U) J SUNCL rf� z Y Mco 6 C'4 qqT LJJ Do r W Lo 2-31-21 ZD SPR AP. ZQ 2 SPR AP. 7-7-21 Z PRE -AP Z §Q N WcoC6 FILE NAME A14RIDSD2 ce) Yu) co Of CID a o 10 Z /O v W W zww 0 vi O �Z LL QV W NZ LO N� LV U) U 6 J SPR Al 5-16-22 4 J 2-31-21 N SPR AP. &23-21 2 SPR AP. 7-7-21 Z PRE -AP rn RIDGEVIEW SITE DETAILS 2 AlA FILE NAME A14RIDSD2 I JOB # 2007 �0 V O Q O C,^) L0 W m�� ZI Q O w co O IliO M c d KENNETH A. PA/ULSEN - I�.N1 pH tA, PORTLAND,OREGON�ti 9'f4r' OF tie 6 5 SPR Al 5-16-22 4 SPR Al 2-31-21 3 SPR AP. &23-21 2 SPR AP. 7-7-21 1 PRE -AP 6-25-20 RIDGEVIEW SITE DETAILS 2 AlA FILE NAME A14RIDSD2 I JOB # 2007 1 ^ ENTRY DRIVE LIGHTING PLAN 1116" = T-0" b.o '0-0 Zevzew �r ens d9I •'0 0.0 ~ ,� A 54 Garden 9Come 1Devefopment in Springfiefd�Oregon I ro r0 0 TAX LOT 4301 •0 + ,+ I II 1 ��' n / f 10' POLE � 4. .9 L1 L1� f / `0 MH: 11.5 U : %A WPI f/ / \ BUILDING 2 f i 14. 29.0 2 \� 0. pp I / z, .J 18 UNTSS f / 14 .3 261 .3 13. 13.4 3.4 .8 C wP1 /f f 19 ,8 SEE DETAIL f / 0.7 1.9 2.7 3.8 5.4 6.0 `1Z7 .8 .2 ' 2 / 16 1L3 as 5 ;-' 4.z A3.1 � f f6 8 0.7 1.1 1.4 1.6 �.2 2.7 1.9 '.0 4.4 bt8 a.9 '0.9 0.9 * '1.5 1.4 1. *25 L] SEE DETAIL 2$ I 1' >2 • 6 1H 0.9 5.9 b.9 .9sz i. i.z i.3 1.4 1.5 " _ WPI 5 } 5 i i.9 3.i ,-s .s 3 6 3.e .s s 3 z.s ' S ' 5" a3 - e- 43 5 «j 1 1.2 1.1 .2 .3 1.3 1.3 1.3 BI ,l L5 = � 5. .o 2.4 .7 2 9 2. 2.9 2.6 2.3 .9 .7 ���a j 4.9 6L1 1.6 1.6 1.6 .5 T -.1 5.5a \y 2.3 _5 2 7 2. 2.6 2.7 2.5 i .3 .1 0 1.9 WP7 Nc, 32 31 30 29 28 27 26 4P II' • 1 MH: 19 2.4 2.5 2,7 2,8 2.9 2.8 2.6 2.5 2.4 2.3 *2. 2.2 2.3 2.3 2.9 2.3 2.1 !' I17-1 2.9 2.8 3.2 3.3 3.3 3.2 2.8 2.7 2.6 2.6 2.5 2.9 2.8 3.0 3.1 2.9 2.6 2.3 I TAX LOT 4302 TAX LOT 4303 SEE DETAIL 24 10' POLE A3.1 + MH: 11.5 0 . 4, B.8 .2 .0 V� 10. 3.1 13 \ ® 2 \\\ \ Q` NN 0 2.3 M 2.7 3.1 3.H 0EE 1.7 73.1 2.9 2.7 2.7 2.7 2.6 3.2 3.6 4.0 3.5 3.1 2.5 V 2Y9 2.2 L2 1 ' 2.7 3.2 4.0 t,. MH: 22.5 ,93 2.9 2.8 2.7 '2.8 2. Z9_4.2 61 BUILDING 3 1s as ss o9 es 2.2 2.7 2 92. 3.4 2.7 . 3 STORIES H: 22.5 +yU� t8 UNITS t - 0 2.7 2.8 2.9 3.3 4.0 '&8 4.6 �3.9 3.3 3.l 3.0 3.0 3.0 3.0 .5 3.9 4-2 4.2 3,5 2.8 2 2. 3 000 `$2 3.0 3.3 4.0 '44.0 4.0 C3 ( 4.0 4.0 3.8 3.6 3.1 -2.8 2.5 �.0 D. ul WP, 3.2 3.3 3.5 33.5 3.6 6 ,I MH: 19 61 3.2 3.3 3.5 3� 5 0.o 2.9 3.1 3.2 3.3 3.6 3� 6 I N N 2.8 2.9 `"' 3.0 3.3 3.9 _0 3.3 3.1 301 3.2 3.2 3��_. .6 3.9 3.6 3.0 3 x 0 2.2 2 J m 2.8 3.2 3.0 5 .8 3.2 2.9 2.8 2.8 2.9 3.0�'L2 4.3 3.5 2.8 O MH: 22.5 N: 22.5 2.2 2.3 2.; 3.1 3.7 5�4 X57 276/ 27 22.?9 34.4 3.3 2.5 ' 2.9 d' ITTI L2 -i L2-1 O if L11 0 2.2 2.3 2.4 2.0 3.4 3.5 3.5 3.3 2.7 2.6 2.6 2.6 2.6 2.6 3.2 3.5 3.6 3.3 3.0 2.4 J e WP1 F I MH: •.• 1.= 2.2 2,3 2.6 2.7 2.7 2.7 2.9 2.3 2.4 2.4 2.4 2.9 2.h 2 J 2.6 2.6 2.5 2.2 2.2 F-1 1 SEE DETAIL 17 • 0 I I I 2.0 1. 1.9 2. ' .1. 2 ,1. 2 2 2.2 2.1 2 I 2.1 2.1 2.2 2.1 '2. E9 .2 2.2 2.1 2 2. t L 9 (, £6 b0 Sb 86 '64 09 L9 SS LI--I-I�. I- 17, 1.7 1.7 .7 1 8. 1. 1..8 1.8 1. i.7 1.8 l.ft 1.9 .8 .8 0.0 L- ----- i 3- -- .3 .h .�- i - {r4- .4 ':3-4 --- ---- 1 000 000 000 000 •1 /.7X P.0 WALNUT 12A W OTC) I I I %48" WP1DWOOD MH: 19 I I I 0 I e I I I TAX LOT 10.0 i WPt MH: 19 1 i BUILDING 1 10.0 3 STORIES 16 UNITS I 0.0 " 9 i TAX LOT �® WPI 10.0 MH: 19 10.0 s3 I ELEPHONE TIUA _ A 5e i 0 ELECTRIC - - �- _.I.- _w - - �- -+-_ _ _ .�_ �- _ _ _ -0 . TRANSFORMER 0.0 0 .0 0.1 . 0 . 7 - 9 0.8 0.8 0.7 + . 8 0. 8 0 . w + O 8 0.8 0. 9 3.2 0.9 0.2 0 . 1 e a _ a iCEDAR + + CEDAR MA � -� TILIA TILIA M� } MAP 5. COMMUNICATIONo :22.5 PEDESTAL TELEPH ONE _ )""2.9 ELECTRIC BOX 0 VAULT%.'5 MATCH LINE � m SEE CONTINUATION OF SITE LIGHTING PLAN FOR 8 DRIVEWAY ENTRANCE TAX LOT 3900 . 7 FUG POLE DETAIL 19 NORTH Al 5 NOTE: LIGHTING SITE LIGHTING AND ELECTRICAL WORK ARE BIDDER DESIGNED SYSTEMS z e5 s THIS SITE LIGHTING PLAN WAS PROVIDED BY WISCONSIN LIGHTING LAB (902)602-7497. THE CONTRACTOR SHALL CONFIRM REQUIREMENTS FOR COMPLYING WITH THE ZONING CODE, r2 . 1 INCLUDING SHIELDING SITE LIGHTING FROM NEIGHBORS AND PROVIDING FOOTCANDLE RATINGS A n S AS REQUIRED BY THE ZONING CODE AND ALSO COMPLYING WITH SUPPLIERS WRITTEN INSTRUCTIONS 4 FOR LONG LIFE UNDER HARD USE. _ MAPLE ^O SITE LIGHTING PLAN -� i L vt6 - r-0„ 1 8 TAX LOT 3801 zll o W U Ln W ~ co J �0 Z Y A Zw :� Z0 Z §Q N W�� o heaMco �O i LO U) z Or^•' V W Z x w G U O w 2 LL Q(j w d- N Z 4 y U) 6 J SPR AP. M 4 J 2-31-21 N SPR AP. U 2 SPR AP. 7-7-21 Z PRE -AP 6-25-20 RIDGEVIEW SITE LIGHTING A1.5 FILE NAME A15RIDSLTG JOB # 2007 3.5 3.5 O(^•' 3.4 3.4 3.2 3.2 3.1 r•^, V O a O ,O W W rLp \ / Z Q O in O M CD d O � 3.5 3.9 3.3 3.2 3.2 3 3.6 3.3 3.2 TAT J . b �t - '3 N N 2.8 2.9 `"' 3.0 3.3 3.9 _0 3.3 3.1 301 3.2 3.2 3��_. .6 3.9 3.6 3.0 3 x 0 2.2 2 J m 2.8 3.2 3.0 5 .8 3.2 2.9 2.8 2.8 2.9 3.0�'L2 4.3 3.5 2.8 O MH: 22.5 N: 22.5 2.2 2.3 2.; 3.1 3.7 5�4 X57 276/ 27 22.?9 34.4 3.3 2.5 ' 2.9 d' ITTI L2 -i L2-1 O if L11 0 2.2 2.3 2.4 2.0 3.4 3.5 3.5 3.3 2.7 2.6 2.6 2.6 2.6 2.6 3.2 3.5 3.6 3.3 3.0 2.4 J e WP1 F I MH: •.• 1.= 2.2 2,3 2.6 2.7 2.7 2.7 2.9 2.3 2.4 2.4 2.4 2.9 2.h 2 J 2.6 2.6 2.5 2.2 2.2 F-1 1 SEE DETAIL 17 • 0 I I I 2.0 1. 1.9 2. ' .1. 2 ,1. 2 2 2.2 2.1 2 I 2.1 2.1 2.2 2.1 '2. E9 .2 2.2 2.1 2 2. t L 9 (, £6 b0 Sb 86 '64 09 L9 SS LI--I-I�. I- 17, 1.7 1.7 .7 1 8. 1. 1..8 1.8 1. i.7 1.8 l.ft 1.9 .8 .8 0.0 L- ----- i 3- -- .3 .h .�- i - {r4- .4 ':3-4 --- ---- 1 000 000 000 000 •1 /.7X P.0 WALNUT 12A W OTC) I I I %48" WP1DWOOD MH: 19 I I I 0 I e I I I TAX LOT 10.0 i WPt MH: 19 1 i BUILDING 1 10.0 3 STORIES 16 UNITS I 0.0 " 9 i TAX LOT �® WPI 10.0 MH: 19 10.0 s3 I ELEPHONE TIUA _ A 5e i 0 ELECTRIC - - �- _.I.- _w - - �- -+-_ _ _ .�_ �- _ _ _ -0 . TRANSFORMER 0.0 0 .0 0.1 . 0 . 7 - 9 0.8 0.8 0.7 + . 8 0. 8 0 . w + O 8 0.8 0. 9 3.2 0.9 0.2 0 . 1 e a _ a iCEDAR + + CEDAR MA � -� TILIA TILIA M� } MAP 5. COMMUNICATIONo :22.5 PEDESTAL TELEPH ONE _ )""2.9 ELECTRIC BOX 0 VAULT%.'5 MATCH LINE � m SEE CONTINUATION OF SITE LIGHTING PLAN FOR 8 DRIVEWAY ENTRANCE TAX LOT 3900 . 7 FUG POLE DETAIL 19 NORTH Al 5 NOTE: LIGHTING SITE LIGHTING AND ELECTRICAL WORK ARE BIDDER DESIGNED SYSTEMS z e5 s THIS SITE LIGHTING PLAN WAS PROVIDED BY WISCONSIN LIGHTING LAB (902)602-7497. THE CONTRACTOR SHALL CONFIRM REQUIREMENTS FOR COMPLYING WITH THE ZONING CODE, r2 . 1 INCLUDING SHIELDING SITE LIGHTING FROM NEIGHBORS AND PROVIDING FOOTCANDLE RATINGS A n S AS REQUIRED BY THE ZONING CODE AND ALSO COMPLYING WITH SUPPLIERS WRITTEN INSTRUCTIONS 4 FOR LONG LIFE UNDER HARD USE. _ MAPLE ^O SITE LIGHTING PLAN -� i L vt6 - r-0„ 1 8 TAX LOT 3801 zll o W U Ln W ~ co J �0 Z Y A Zw :� Z0 Z §Q N W�� o heaMco �O i LO U) z Or^•' V W Z x w G U O w 2 LL Q(j w d- N Z 4 y U) ti5� G� KENNETHPPA.PAULSEN � y M1M�1n tP PORTLAND, OREGON kk 9 , OF Og� 6 J SPR AP. M 4 J 2-31-21 N SPR AP. U 2 SPR AP. 7-7-21 Z PRE -AP 6-25-20 RIDGEVIEW SITE LIGHTING A1.5 FILE NAME A15RIDSLTG JOB # 2007 0 O(^•' +0+'�// 11 V r•^, V O QM O ,O W W rLp \ / Z Q O O M CD d O � ti5� G� KENNETHPPA.PAULSEN � y M1M�1n tP PORTLAND, OREGON kk 9 , OF Og� 6 5 SPR AP. 5-16-22 4 SPR AP. 2-31-21 3 SPR AP. 8-23-21 2 SPR AP. 7-7-21 1 PRE -AP 6-25-20 RIDGEVIEW SITE LIGHTING A1.5 FILE NAME A15RIDSLTG JOB # 2007 I 0 0 0 0 3 M ©' 11.5 wP1 w U ]9_0 21.1 t MH: 11.55 " 1) ;sqa WP1 U - 9 0.7 •1_4 2.7 3.8 15 . 16. 2.4 .8.2 •1 .1 23. 12.8 z.T1 1 3lx, •0.7 1.1 1.4 1.6 •.2 2.7 1.9 .0 4.4 .. .0 30 3.1 4•= Z.o 4• 9n � 1 •0.2 0.9 0.9 0.9 12 1.5 1.R 1. 2.5 3.1 •4.3 •4.7 2. H:1 �6gdLLI� •9.9 0.9 •0.9 9 1. 1.2 1.3 1.4 1.5 1.6 • .2 1.3 0.9 (� gJ oy WP1 >o, 1.2 1.1 .2 _3 1_3 1.3 1.3 1.3 1.5 3.6 •1.3 09 3 ° • 1 }. }.. y, , ® !'>7N v .s i 7 2. 2.2 27 25 .3 •.1 Ele`\ �®'1ON'.7 i 6 •.2 _. nn 0.1 uvPi m MH: 19 2.4 2.5 2.7 •28 2.9 '2.8 z6 2.5 2.4 2.3 2.2 2.2 2.3 2.3 2.4 2.3 2.1 s }.. n. i_B 3.2 3.3 3.3 3.2 2.8 2.7 2.6 z.5 2.1 2_G i -H 3.0 9_l 'z.9 2.6 z.3 WP1 MH 19 ° ° }s} 2.3 2.4 2.4 ]_: `i.2 •a.8 4.0 ].9 3.1 P.Y 2-/ 2.1 2.7 2.6 3.2 3.6 •4.0 3.5 3:1 2.5 2.4 22 .$°i } 2.1 2.7 2. / 3 2 9.0 LB.1 3.3 2 2 fl 2.7 J."/ 3. 4.2 L24.5 3 4 2.7H22.5.0 � ll1.2.8 o� 4, , � } ..} 2.7 2.8 2.9 ]_3 V_II 4.8 4.E 3 9 3.3 3 l d_0 1.0 3_0 3.0 If 3.9 4.8 9.2 3.5 2.8 2.b 2.3 �•.$'Z_ 2.9 3.0 3.0 3.3 4.0 4.0 4.0 �•:.9 � 4.0 4.0 ."i.H 3.6 3.1 2.8 2_5 �• 2�Z 0.0 S.i 3� 3.2 3_3 3.5 3.6 J 3.9 3.M1 3_l 3.2 3.1 5* WP1 �e. MH:19 e,e _n5} X3.2 3.3 3.5 3.6 3.6 3.6 3_5 3.4 3.3 J.2 3.2 .3 WPI 3.6 0.0 MH 19 ve 2.9 3.1 3.2 3.3 3.e 1_ 6 3.6 3.3 3.2 t�•£`a. _ 3.l 3.� 3.J J.l I' Za 2.8 2.9 3.0 3.i 3.3 5'E�IT�•..0 �.i 3.9 3.6 3.0 3 0 9 LLe 2 °•° 2.1 2-232 3_8 8 3_2 •2 9 2 8 2fl 2 9 3.G i. =L2 h.3 3 5 2 8 .!"Z • MH: 22.1:�H. 22.5 2.2 2.3 2.7 •3.1 •3.7 5. 6 3_0 29 2.] 2.6 2.7 28 3. 9 4.9 3.3 2_e L.4 ).'/ �. .2 L x Zv °•° • qZ, 2.2 2.3 2A 2.8 3.4 3.5 3.5 3.3 2A 2.6 2.6 2.6 2.6 2.£ 3.2 3.3 3.6 33 WP1 f,AH^ Cl MH: 9- Zz 2.3 26 •z7 27 •z7 2.4 2.3 2.4 Z.a 2.a 2A 2.s 'z'r 2.6 z6 2.s 2.2 2. }, ' WPI MH: 19 0.0 •° 20 1A 3.1_9 2_ • _]. 2.2 2s '2.z 2n 2.1 2.1 zl 2.1 2.z 2.2 2.2 2.i 2 2.0 Z° }ll@ 0 yy, M_ 1 7 _ 7 7 1 8 1. i. 1.2 lA 1.7 '1.8 3 9 .8 .8 •.8 .0 Z 0.0 I I 1 1 II Co�o ee �e e 1.3 1 3 3 .3 •i 3 1. 1. 4 1 1 3 1 i •1.4 .4 .3 T7 BLi 0 0.0 0.0 0.0 0.0 0.1 0.7 0.9 0.8 0.8 0.7 0.8 0.8 0.8 0.8 0.8 0.9 3.2 e., I � I 2zs =2 .9 i I 0 I i .8 .7 I � I Scale: 1 inch= 40 Ft. 9 0.2 Drawn By: CO Checked By: Scale: Date:511212022 Notes: --------------------------------------------- 973523 12-20' Aluminum Poles 42" Bollards 30w Bollards 135w Direct Mount Area Lights 90w Direct Mount Area Lights 45w Direct Mount Wall Packs 0 10 .0 1 I 0 J U p.0 'Luminaire testing data is based on illuminating Engineering Society (!ES) standards under simulated and laboratory conditions. This design is based on information supplied by others, and Indwiduai field measurements may vary from computer -simulated calculations due to variables like (but not limited to) variation in electrical voltage, 10.0 environmental conditions and other variable field characteristics. Typical --------------------------------- field foot candle measurements may vary +I- 10%. For sports lighting, field 1 0.01 measurements should be taken in accordance with IESNA RP -6-15. Conformance to facility and local codes is the responsibility of the owner and their representatives. This layout may not meet CA Title 24 and(or other local energy codes. If specific compliance is required, those details must be provided to your factory design representative. I I "Satisfactory performance and safe use of LED sports lighting f lures is i dependent upon light poles, brackets, anchorage and other structural components being of adequate design and condition. The total combined l Effective Projected Area (EPA) and weight of all fixtures, brackets and attachments mounting to a light pole cannot exceed the EPA and weight rating for a specifies pole. For sports lighting retrofit applications, it is the customer's responsibility to have a qualified inspector and/or engineer confirm the structural adequacy of the existing light poles assemblies. We are happy to quote new light poles and brackets If you have concerns about your existing materials. Parking Lot Drawn By: CO Checked By: Scale: Date:5/12/2022 Notes: 973523 12-20' Aluminum Poles 42" Bollards 30w Bollards 135w Direct Mount Area Lights 90w Direct Mount Area Lights 45w Direct Mount Wall Packs "Luminaire testing data is based on Illuminating Engineering Society (IES) standards under simulated and laboratory conditions. This designs based on information supplied by others, and individual field measurements may vary from computer -simulated calculations due to variables like (but not limited to) variation in electrical voltage, environmental conditions and other variable field characteristics. Typical field foot candle measurements may vary +/- 10%. For sports lighting, field measurements should be taken in accordance with IESNA RPE -15. Conformance to facility and local codes is the responsibility of the owner and their representatives. This layout may not meet CA Title 24 and/or other local energy codes. If specific compliance is required, those details must be provided to your factory design representative. —Satisfactory performance and safe use of LED sports lighting fixtures is dependent upon light poles, brackets. anchorage and other structural components being of adequate design and condition. The total combined Effective Projected Area (EPA) and weight of all fcirtures, brackets and attachments mounting to a [Ohl pole cannot exceed the EPA and weight rating for a specified pole. For sports lighting retrofit applications, it s the customers responsibildyto have a qualified inspector and/or engineer confirm the structural adequacy of the existing light poles assemblies. We are happy to quote new light poles and brackets if you have concerns about your existing materials, 1� 1� 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 +'♦ s f♦++ SHEET NOTES: LANDSCAPE PLAN STATISTICS: +, s �- W 1. REFER TO SHEET L2 FOR PRELIMINARY PLANT SCHEDULE, DETAILS AND NOTES. +♦ 4 +'+ ♦ W ♦'t ♦ 4.. 4 � 11 ++h SQ. FT. SITE % W + + + + BUILDING 2. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH FULLY AUTOMATED SPRAY AND ROTOR + + + + SITE AREA: 1.98 AC. 86,444 100% 3STORIES + SYSTEM, TO BE DESIGNBUILD BY LANDSCAPE CONTRACTOR. SEE IRRIGATION NOTES, '- BUILDING COVERAGE TOTAL: W 22,596 26.1% 18 UNITS ti ,`,`, + Y.- N SHEET L2. + • + h + + + + + +•+•+'+•+'++++h'+'+'+ PARKING & DRIVES: 31,767 36.7% + e + « « . s� , +i 3. REFER TO ENGINEERING DRAWINGS FOR STORMWATER FACILITY PLANTINGS. B + + + '+++ 3 STORIES +++ + !'+ + +!'+'+`, `;p-.�,` Al,-.. • / °- 4. ALL TREES TO BE 2" CALIPER AND ALL SHRUBS TO BE 24" TALL AT TIME OF PLANTING. e h h + + s LANDSCAPING: I m + + '`*+• W W ��`.` !J ^n r: 5. ALL LANDSCAPE PLANTINGS BETWEEN PARKING LOT AND PROPERTY LINE SHALL INCLUDE PATIOS ON GRADE: 1926 2.2% + +' ++s{:�i�' 75 76 , 77 78 7 30"-40" TALL EVERGREEN HEDGE OR MIXED PLANTINGS. W SIDEWALKS: + 4531 52% +++ ''+ + + + + '+f.r+ + a'« W "°'W.a. W W W W l^.-.,.,; '<, jr. '+ + VEGETATIVE AREAS: m t �� W 't p `• ++,++++++++ + EXISTING LANDSCAPE AREAS: 828 SF LP CEDAR ` .`�':'. ,-'` *'-`�CEDAa 5 .R4. + W wW;, W W 'W-..,,., I + + + + .+ O NEW LANDSCAPE AREAS: 14,613 SF 1 `! lf�l^ } R.R. 1108 ©UR 1 +++++ + + W W fW � STORMWATER AREAS: 2,028 SF itlti./' 1 + + I;,.A { ` W ++ + + +++++++ ++ + + '•' ++•'+�,+`+`+' ' +.` +` ` + + + �"'-,. NEW PERIMETER FENCE WITH LAWN AREAS: 8,155 SF V ♦ •+ , *„mW + + •~""+-'� SITE OBSCURING SCREENING, SUBTOTAL 125,624 29.6% W `• + + '`* W W .,- SEE DETAIL A, SHEET L2. h Y `• LANDSCAPE AREA TOTAL ♦ t 132,0811 37.1% ZS ES I `+ TAX LOT 4301 W 64 OS LS - 49 1 SS N `♦ W W • ♦ ^4v eve W W W 'S\ hf': Gl 1 4++f�•+ +S Ri W W W 4• f 0•,`f't §tee 3, S 5 F , W W `+ -'m e AX LOT 4 '•'+ +W d W • +; :',+;. I LI ;i +++++++ ++ ' f f ! ,a,«,+♦+. + '• BUILDING 2 +`+!WWW W W W + ' RECREATION ! ♦ 1 !' f 4} !E PARKINIG 1 I! (� +�+`. •, 3srowEs +`+ + zv 'RIA*. ACCESS f •+ 18 UMTS • + W AREA Y D 36, RE E IIQY+i ('-''J6, (� ♦' +"+++ f' + .Y -1.232 SF / ;ANE fLi!Ni"1' _._ _- - -- -. Ti I ♦' ', ♦ ' •'«+++f+♦'4 + W W W vh + +,++ 1=A (I` .. +♦ 4+ +. �/ / W IW +f++W +♦++++' ++i + R< ++♦+++♦+a+f'f LANDSCAPE ♦`4 W /W ` + TO REMAIN ♦`+` ! + ♦ ! + +++++.+ + + + + + 4'! + W W + + e f 4 ♦ I ` l+ W W ++ f W L-� tt I 1 � t ,,1 LAWN + ♦ ++ W �1 �� � - / �y, W +++♦+ +' 32 31 �IJ 30 !I 29 I 25 ,. 27 ' I: W 1 EXISTING TREE TO + ++ ++++++ d A \ F I — BE REMOVED (TYP) _ ` IG M ENTRY DRIVE AT MAIN STREET SCALE = 1" = 16'-0" LEGEND: O O O EXISTING TREE O —1 x EXISTING TREE TO BE REMOVED < CANOPYTREE ORNAMENTAL TREE CONIFER * * * PROPOSED LANDSCAPE AREA PROPOSED LAWN AREA ® STORMWATER PLANTER (SEE ENGINEERING) EXISTING LANDSCAPE AREA I I I TAX LOT 4303 1 / + + + P 14 ++ +++ A ke LAWN ♦ ' / W W W W W 2,376 SF Al ++ ++f+f+ + W N W (4 n. V ++ + + W W W u 1 ♦ + ry W 99 11 99 V9 eq 9 �� �� �� 4♦ 4 3 a+ + + ♦ a + + t « + + PROJECT NO. m I N III I. t, — —. _ _ h + ♦ ♦ + 1 / —4-- CHECKED BY +'♦ s f♦++ ♦*t♦+ + ♦ + + +, s W ♦ ♦ +♦ 4 +'+ ♦ W ♦'t ♦ 4.. 4 � 11 ++h W + + + + BUILDING 3 + + + + W +++++ + xn+ +Lra�,>w,'O+`±r' 3STORIES + m !'+ '+ + '- ♦ + W W f 18 UNITS + N W + • + h + + + + + +•+•+'+•+'++++h'+'+'+ r� h +'♦ L W B + + + '+++ 3 STORIES W W + + s + + s + + + + a z h + s • e h h + + s + + I m + + 6riliN 75 76 , 77 78 7 W + ++. +++ ''+ + + + + m W '+ + ..,._.�.. m t �� W 't p `• ++,++++++++ + _ LP CEDAR ` .`�':'. ,-'` *'-`�CEDAa 5 .R4. 1 Tr<v ++++ +++++' I + + + + .+ O t�Jr �. — 1 `! lf�l^ } R.R. 1108 ©UR 1 +++++ + fW � itlti./' 1 + + I;,.A { 't t W ++ + + +++++++ ++ + + y f f**+++++++ ++ f++ 4+ I V ♦ •+ + WS W I W S ' h Y `• ♦ t W =W IW ZS ES I `+ * W 64 OS LS - 49 1 SS N `♦ ♦ W 0 W W e W + 1 W SK'+ M W ♦ ++1++ +++ +++ e ♦ + + + + c + �. W + _...—_.. r + s e e + • + + s + a + + s + "cLEi'f eft"." , < + ♦ t t ♦ ♦ ♦ a t' t + ♦ ♦ + + a's+++-+ f 4 s ♦ + 1 f ♦ 4 ♦ i h '+' )}' EU �' +L g � ry y. '4 LTi a`?KY t, '<f ,+y �^� a + +4'»*+I..WJi RQI-'f, j[) +:. t'a't f f + ++ w t I — -,---- tUr- s� a � � W t`\ II � W Wry + ++♦ Q Rik 53,.4'✓:P � i t W SY W3 W IRRIGATION POINT + N OF CONNECTION. I �� SEE ENGINEERING. ,tr 94 11 Lb E4 Db 94 TAX LOT 4303 1 / + + + P 14 ++ +++ A ke LAWN ♦ ' / W W W W W 2,376 SF Al ++ ++f+f+ + W N W (4 n. V ++ + + W W W u 1 ♦ + ry W 99 11 99 V9 eq 9 �� �� �� 4♦ 4 3 a+ + + ♦ a + + t « + + PROJECT NO. m I N III I. t, — —. _ _ h + ♦ ♦ + 1 / —4-- CHECKED BY +'♦ s f♦++ ♦*t♦+ + + ♦ f s+ +, s + N ♦ ♦ ♦ +♦ 4 +'+ ♦ W ♦'t ♦ 4.. 4 � 11 ++h + h h h + fltimm + + h + ♦'` + + + + + + + a « ♦ + + + + + +++++ + xn+ +Lra�,>w,'O+`±r' 1 t ♦ ♦ ♦ +aa+++♦+ 4 '- ♦ + + + W f N + • + h + + + + + +•+•+'+•+'++++h'+'+'+ h +'♦ L h + ++ + h + + + + + + + + + + + + + + '+++ 3 STORIES W + + s + + s + + + + a + + s h + s • e h h + + s + + h + + + 6riliN 75 76 , 77 78 7 r / ..,._.�.. �� 't 4� e LP CEDAR ` .`�':'. ,-'` *'-`�CEDAa .R4. 1 Tr<v - EXT. t�Jr �. — 1 `! lf�l^ } R.R. 1108 ©UR 1 fW � itlti./' 1 I;,.A { 't t J L+L Ft EPHUNr ♦ •+ + WS W I TAX LOT 4303 1 / + + + P 14 ++ +++ A ke LAWN ♦ ' / W W W W W 2,376 SF Al ++ ++f+f+ + W N W (4 n. V ++ + + W W W u 1 ♦ + ry W 99 11 99 V9 eq 9 �� �� �� 4♦ 4 3 a+ + + ♦ a + + t +• * ♦+t , ++ m ++ I� PROJECT NO. m I N III I. t, — —. _ _ h + ♦ ♦ + 1 / ♦ t ♦ ♦ �W 4 + � W iY n ^' gg iti1 g3 W'.35 Lo ._ ___._. CHECKED BY SBB t m ♦*t♦+ ♦ + + ++++++1a i + N ♦ ♦ ♦ +♦ 4 +'+ ♦ W ♦'t ♦ 4.. 4 � 11 LFII + + + + 1 t ♦ ♦ ♦ +aa+++♦+ 4 '- ♦ + W f N * BUILDING 1 STGk l 3 STORIES W 18 UNITS W 6riliN 75 76 , 77 78 7 ..,._.�.. �� 't 4� e a ♦+♦♦f ♦ IW fW ♦ •+ + WS W I S h Y `• ♦ t W =W IW ZS ES `+ * < W4g W 64 OS LS - 49 1 SS , , `♦ ♦ W 0 W W e + SK'+ ♦ ♦ ♦ + + ♦ a ♦ e ♦ + + + ♦ a ♦ �t �. a ♦ + + a ♦ t + s ♦ ♦ t ♦ ♦ ♦ + ♦ + ... t ♦ Q _...—_.. r + s e e + • + + s + a + + s ++<+++♦♦♦ ♦ t + ♦ f "cLEi'f eft"." , < + ♦ t t ♦ ♦ ♦ a t' t + ♦ ♦ + + a's+++-+ f 4 s ♦ + 1 f ♦ 4 ♦ i h '+' )}' EU �' +L g � ry y. '4 LTi a`?KY t, '<f ,+y �^� a + +4'»*+I..WJi RQI-'f, j[) +:. t'a't f f -,---- tUr- s� a � t`\ � 7 Rik 53,.4'✓:P � i t IRRIGATION POINT OF CONNECTION. �� SEE ENGINEERING. ,tr 0 16 32 64 NORTH 7L7 w B U G B E Y & ASSOCIATES LANDSCAPE ARCHITECTURE 88685 Faulhaber Rd Elmira, OR 97437 541-654-1513 bugbeyla@gmail.mm PRELIMINARY THIS DRAWING IS INTENDED FOR PLANNING PURPOSES ONLY. NOT FOR CONSTRUCTION 05/17/2022 1SrW" LA703 PRELIMINARY El Spe=rm B. Bugbq F-+ 02/0510 010 �04PE ARS~ 1 EXPIR TIONDATEOIRIIM I /w. 00 W O) in Z 0 co) J a Za W Z W d W Q L t) Lu �z ao N Q Z Lo L[? J SITE PLAN REVIEW ISSUE # I DESCRIPTION DATE DATE 05-17-2022 PROJECT NO. CAD DWG FILE DRAWN BY KHG CHECKED BY SBB LANDSCAPE PLAN SCALE: SHEET: L1 B REMOVE ANY TWINE, TAPE OR TABS 2" x 2" MINIMUM SIZE WOODEN STAKES OR OTHER APPROVED STAKE MATERIALS. No INi IH FM GM NOTES: 1 3 __.. 1 4 1 PREVAILING WIND DIREC I REMOVE DEAD OR DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS. IMPROPERLY PRUNED TREES (AS DETERMINED BY LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. DO NOT REMOVE MAIN LEADERS. SECURE STAKES WITH FLEXIBLE MATERIAL SUCH AS WEBBING STRAPS OR CHAINLOCK TIES. ALLOW FOR SOME TREE MOVEMENT. SET BASE OF TRUNK ABOVE GROUND LEVEL. APPLY 3"-4" LAYER OF MULCH. KEEP 2"-3" AWAY FROM TREETRUNK. CREATE 5"-6" HIGH SOIL BERM AROUND PERIMETER DIG HOLE AT LEAST 2 TIMES SIZE OF ROOTBALL DIAMETER. BACKFILL WITH EXISTING SOIL FROM HOLE AND TAMP LIGHTLY. REMOVE BURLAP, TWINE AND WIRE BASKET FROM TOP 213 OF ROOTBALL ROOTBALL. REMOVE ALL NAILS, TIES, AND PLASTIC FROM ROOTBALL. IF SYNTHETIC BURLAP IS USED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF ROOTBALL. SET ROOTBALL ON UNDISTURBED SOIL MOUND TO PREVENT SETTLING. 1. SET TREE STAKES ONLY IF TREE IS UNSTABLE OR WINDY CONDITIONS EXIST. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. ALL STAKING SHALL BE REMOVED NO LATER THAN THE END OF FIRST GROWING SEASON. STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT. 2. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 3. BEFORE ANY EXCAVATION CALL DIG SAFELY OREGON 1-800-332-2344 OR 811 TO LOCATE UNDERGROUND UTILITIES. NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH PROPOSED OR EXISTING UNDERGROUND UTILITIES. 4. CAREFULLY REMOVE CONTAINERS, WRAPPINGS, WIRES AND TIES FROM ROOTBALL BEFORE PLANTING. 5. LOOSEN OUTSIDE ROOTS, AND UNWRAP ANY CIRCLING ROOTS. 6. ADD COMMERCIAL SLOW RELEASE FERTILIZER TABLETS TO BACKFILL AT 6" DEPTH. 7. ALL STAKES SHALL BE DRIVEN OUTSIDE EDGE OF ROOTBALL. SET STAKES PARALLEL TO PREVAILING WIND. 8. WATER TREE TWICE WITHIN THE FIRST 24 HOURS FOLLOWING PLANTING. 9. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 6'-O" IN WIDTH, PROVIDE TREE ROOT BARRIER. LOCATE BARRIER BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS. CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. DDECIDUOUS TREE PLANTING SCALE =N.T.S. PRELIMINARY PLANTING SCHEDULE: CANOPYTREE ACER X FREEMANII'JEFFERSRED' 1 AUTUMN BLAZE MAPLE NYSSA SYLVATICA / BLACK TUPELO (LAWN AREAS ONLY) QUERCUS RUBRA / RED OAK QUERCUS PALUSTRIS / PIN OAK ORNAMENTAL TREE ACER CAMPESTRE / HEDGE MAPLE ACER GRISEUM / PAPERBARK MAPLE ACER RUBRUMARMSTRONG' /ARMSTRONG MAPLE (UPRIGHT) CERCIDIPHYLLUM JAPONICUM / KATSURA TREE CERCIS CANADENSIS / EASTERN REDBUD CONIFER ABIES KOREANA / SILVER KOREAN FIR THUGA PLICATA / WESTERN RED CEDAR TSUGA CANADENSIS / CANADA HEMLOCK / PREVAILING WIND DIRECTION REMOVE DEAD OR DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS. IMPROPERLY PRUNED TREES (AS DETERMINED BY LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. DO NOT REMOVE MAIN REMOVE ANY TWINE, LEADERS. TAPE OR TABS SECURE STAKES WITH FLEXIBLE MATERIAL SUCH AS 2" x 2" MINIMUM SIZE WEBBING STRAPS OR CHAINLOCK TIES. ALLOW FOR SOME WOODEN STAKES OR TREE MOVEMENT. OTHER APPROVED STAKE MATERIALS. .:t SET BASE OF TRUNK ABOVE GROUND LEVEL. APPLY 3"-4" LAYER OF MULCH. KEEP 2"-3" AWAY FROM TREE TRUNK. '8 CREATE &-6" HIGH SOIL BERM AROUND PERIMETER z p . cl DIG HOLE AT LEAST 2 TIMES SIZE OF ROOTBALL DIAMETER. cl / BACKFILL WITH EXISTING SOIL FROM HOLE AND TAMP cl / LIGHTLY. REMOVE BURLAP, TWINE AND WIRE BASKET FROM TOP 213 OF ROOTBALL ROOTBALL. REMOVE ALL NAILS, TIES, AND PLASTIC FROM ROOTBALL. IF SYNTHETIC BURLAP IS USED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF ROOTBALL. SET ROOTBALL ON UNDISTURBED SOIL MOUND TO PREVENT SETTLING. NOTES: 1. SET TREE STAKES ONLY IF TREE IS UNSTABLE OR WINDY CONDITIONS EXIST. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. ALL STAKING SHALL BE REMOVED NO LATER THAN THE END OF FIRST GROWING SEASON. STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT. 2. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 3. BEFORE ANY EXCAVATION CALL DIG SAFELY OREGON 1-800-332-2344 OR 811 TO LOCATE UNDERGROUND UTILITIES. NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH PROPOSED OR EXISTING UNDERGROUND UTILITIES. 4. CAREFULLY REMOVE CONTAINERS, WRAPPINGS, WIRES AND TIES FROM ROOTBALL BEFORE PLANTING. 5. LOOSEN OUTSIDE ROOTS, AND UNWRAP ANY CIRCLING ROOTS. 6. ADD COMMERCIAL SLOW RELEASE FERTILIZER TABLETS TO BACKFILL AT 6" DEPTH. 7. ALL STAKES SHALL BE DRIVEN OUTSIDE EDGE OF ROOTBALL. SET STAKES PARALLEL TO PREVAILING WIND. 8. WATER TREE TWICE WITHIN THE FIRST 24 HOURS FOLLOWING PLANTING. DCONIFER PLANTING SCALE = N.T.S. IRRIGATION NOTES: 1. ALL NEW LANDSCAPE AREAS TO BE IRRIGATED WITH FULLY AUTOMATED SPRAY AND ROTOR SYSTEM. DESIGN AND INSTALLATION TO BE ADDRESSED BY DESIGNIBUILD LANDSCAPE CONTRACTOR. ALL LANDSCAPE BEDS AND LAWN AREAS TO HAVE DOUBLE COVERAGE. 2. INSTALL NEW OUTDOOR COMMERCIAL RATED IRRIGATION CONTROLLER. LOCATION TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. REFER TO ENGINEERING DRAWINGS FOR MAINLINE POINT OF CONNECTION. INSTALL BACKFLOW PROTECTION AND ISOLATION VALVE AT POINT OF CONNECTION PER ENGINEERING SPECIFICATIONS. 4. IRRIGATION VALVES SHALL BE WINTERIZED THROUGH LOW-PRESSURE.. 5. VALVES SHALL BE WIRED AND INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND CONNECTED TO THE IRRIGATION CONTROLLER. 6. INSTALL CONTROL WIRE WITH MAINLINE PIPING. IF CONTROL WIRE IS RUN SEPARATELY IN SOME INSTANCES, RUN INDEPENDENT TRACER WIRE FROM NEAREST VALVE BOX ALONG MAINLINE TO NEXT DOWNSTREAM VALVE BOX. 7. ALL IRRIGATION PIPE AND INSTALLATION SHALL CONFORM TO APPLICABLE CODE FOR PIPING AND COMPONENT REQUIREMENTS. Q REMENTS. 8. SYSTEM SHALL BE DESIGNED TO SUPPLY MANUFACTURERS SPECIFIED MINIMUM OPERATING PRESSURE TO FARTHEST HEAD FROM WATER METER. 9. ALL VALVES TO BE RAIN -BIRD IRRIGATION VALVES. INSTALL ALL VALVES IN JUMBO BOXES (NO ROUND 6" OR 10') 10. INSTALL MAIN AND LATERAL DRAINS AS NEEDED PER DESIGN/BUILD LAYOUT. It IRRIGATION COMPONENTS SHALL BE INSTALLED AND PERFORM WITHIN THE TOLERANCES OF THE MANUFACTURERS SPECIFICATIONS. IRRIGATION DESIGN TO BE SUBMITTED BY THE CONTRACTOR FOR REVIEW AND APPROVAL TO BUGBEY & ASSOCIATES, LLC (TEN) BUSINESS DAYS OR MORE PRIOR TO INSTALLATION. SHEET NOTES: 1. BEFORE ANY EXCAVATION CALL DIG SAFELY OREGON 1-800-332-2344 OR 811 TO LOCATE UNDERGROUND UTILITIES. NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH PROPOSED OR EXISTING UNDERGROUND UTILITIES. 2. PROTECT ALL EXISTING DRAINAGE FACILITIES IN WORK. MINIMIZE RUN-OFF WITH BEST MANAGEMENT PRACTICES. 3, COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP. 4. ALL PLANT MATERIALS SHALL BE INSTALLED AS PER DETAILS. & ALL PLANT MATERIALS SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. 6. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 2"-3" OF SMALL 1" MINUS) BARK MULCH OR APPROVED ( ) ED COVER. 7. ALL WORK SHALL BE PERFORMED BY QUALIFIED CONTRACTOR FAMILIAR WITH PLANTING WORK. 8. PLANT MATERIAL LOCATIONS SHOWN ARE DIAGRAMMATIC AND MAY BE SUBJECT TO CHANGE IN THE FIELD BY THE LANDSCAPE ARCHITECT BEFORE THE MAINTENANCE PERIOD BEGINS DUE TO UNFORESEEN CONFLICTS. 9. PLANT COUNT AND LEGEND IS FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE CASE OF DISCREPANCIES, THE PLAN SHALL TAKE PRECEDENCE. APPLY 3"-4" LAYER OF MULCH OVER ENTIRE BED. KEEP 2"-3" AWAY FROM BASE OF SHRUB. CREATE 2"-3" HIGH SOIL BERM AROUND PERIMETER DIG HOLE AT LEAST 2 TIMES SIZE OF ROOTBALL DIAMETER. BACKFILL WITH EXISTING SOIL FROM HOLE AND TAMP LIGHTLY. ..,. JNDISTURBED SOIL MOUND OR TAMPED BACKFILL TO PREVENT SETTLING. NOTES: 1. BEFORE DIGGING CALL DIG SAFELY OREGON 1-800-332-2344 OR 811 TO LOCATE UNDERGROUND UTILITIES. 2. CAREFULLY REMOVE CONTAINERS, WRAPPINGS, WIRES AND TIES FROM ROOTBALL BEFORE PLANTING. 3. LOOSEN OUTSIDE ROOTS, AND UNWRAP ANY CIRCLING ROOTS. 4. ADD COMMERCIAL SLOW RELEASE FERTILIZER TABLETS TO BACKFILL AT 6" DEPTH. (Dis HRUB PLANTING ALE =N.T.S. TERMINAL PC"T WITH CAP TENSION BRACE BAND TRUSS ROD I TURN-BUCKLI FINISH GW EMBED POST IN CONCRETE FOOT L - J SITE OBSCURING FENCE ELEVATION SCALE = N.T.S. 10. PLANT MATERIAL LOCATIONS ARE TO BE ADJUSTED IN THE FIELD AS NECESSARY TO SCREEN UTILITIES BY NOT TO BLOCK WINDOWS, PEDESTRIAN AND TRAFFIC SIGHT LINES, NOR IMPEDE ACCESS. 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS AND DELETIONS IN THE PLANTING SCHEME AS NECESSARY WHILE WORK IS IN PROGRESS. SUCH CHANGES ARE TO BE ACCOMPANIED BY EQUITABLE ADJUSTMENTS IN THE CONTRACT PRICE IF/WHEN NECESSARY. 12. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. 13. ALL PLANTING LOCATED ADJACENT TO SIGNS SHALL BE FIELD ADJUSTED SO AS NOT TO INTERFERE WITH VISIBILITY OF THE SIGNS, 14. ALL PLANTING AREAS TO HAVE POSITIVE DRAINAGE TO EXISTING DRAINAGE SYSTEM. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES IN ACCORDANCE WITH THE SITE GRADING PLAN. 15: AMEND EXISTING APPROVED TOPSOIL AT A RATION OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET OF PLANTING AREA. ROTO -TILL ORGANIC MATER A MINIMUM OF 6" INTO TOPSOIL. 16. FERTILIZE ALL TREES AND SHRUBS WITH PLANTING TABLETS. QUANTITY PER MANUFACTURERS RECOMMENDATIONS. 17. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE. 17.1. 0" BELOW ADJACENT SURFACES OF PLANTER BED AREAS. 17.2. 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS. 17.3. 1" BELOW ADJACENT SURFACES OF TURF SEED AREAS. 18. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED BY LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 19. REUSE EXISTING TOPSOIL ON SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT, VERIFY QUALITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. TOPSOIL SHALL BE A LOOSE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND HAVE A PH OF 5.5 TO 7.0. IF THE ON SITE TOPSOIL DOES NOT MEET MINIMUM STANDARDS, CONTRACTOR SHALL EITHER: 19.1. PROVIDE APPROVED IMPORTED MATERIALS. 19.2. IMPROVE AND AMEND ON SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. B U G B E Y & ASSOCIATES LANDSCAPE ARCHITECTURE 88685 Faulhaber Rd Elmira, OR 97437 541-654-1513 bugbeyla@gmail.wm PRELIMINARY THIS DRAWING IS INTENDED FOR PLANNING PURPOSES ONLY. NOT FOR CONSTRUCTION 05/17/2022 S Th • LA703 FLIMINAF 9 c' Spencer R.Bugbey F-+ ';y ORFC N C.) 02/052010 �W �04,PE No EXPIRATION OAIE:01111S20Z1 z H J z a. W Nga az �� SITE PLAN REVIEW ISSUE it I DESCRIPTION DATE DATE 05-17-2022 PROJECT NO. rn n O Z J o O z J �O �a w 'o °w Q z w o' a ¢ 0 16. FERTILIZE ALL TREES AND SHRUBS WITH PLANTING TABLETS. QUANTITY PER MANUFACTURERS RECOMMENDATIONS. 17. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE. 17.1. 0" BELOW ADJACENT SURFACES OF PLANTER BED AREAS. 17.2. 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS. 17.3. 1" BELOW ADJACENT SURFACES OF TURF SEED AREAS. 18. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED BY LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 19. REUSE EXISTING TOPSOIL ON SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT, VERIFY QUALITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. TOPSOIL SHALL BE A LOOSE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND HAVE A PH OF 5.5 TO 7.0. IF THE ON SITE TOPSOIL DOES NOT MEET MINIMUM STANDARDS, CONTRACTOR SHALL EITHER: 19.1. PROVIDE APPROVED IMPORTED MATERIALS. 19.2. IMPROVE AND AMEND ON SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. B U G B E Y & ASSOCIATES LANDSCAPE ARCHITECTURE 88685 Faulhaber Rd Elmira, OR 97437 541-654-1513 bugbeyla@gmail.wm PRELIMINARY THIS DRAWING IS INTENDED FOR PLANNING PURPOSES ONLY. NOT FOR CONSTRUCTION 05/17/2022 S Th • LA703 FLIMINAF 9 c' Spencer R.Bugbey F-+ ';y ORFC N C.) 02/052010 �W �04,PE No EXPIRATION OAIE:01111S20Z1 z H J z a. W Nga az �� SITE PLAN REVIEW ISSUE it I DESCRIPTION DATE DATE 05-17-2022 PROJECT NO. CAD DWG FILE DRAWN BY KHG CHECKED BY SBB PLANTING SCHEDULE, DETAILS & NOTES SCALE: WA SHEET: L2 SIDING COURSING TO MATCH COURSING AT ALL AREAS OF BLDG. 4" CONC_ SLAB W/ 6x6-10/10 W.W.M ON 4" MIN. CRUSH ROCK BASE COMPACTED TO 95%CAPACIT W/ OPTIMUM MOISTURE CONTENT. ASPHALTIC EXP. JOINT PATIO SLAB _�.--._----'n Vali u x JI uus @16"O.C.W1 R-20 F.G. BATT INSULATION - TVP. P.T. 4xB MUDSILL SET IN W.P. MASTIC W/ ANCHOR BOLT PER STRUCTURAL PLANS. 5/8" TYPE `X GYP. BD. W1 1/4" GAP AT SLAB. SPRAY -LOCK SPC 327 SEALANT ON CONC. SLABS PER MPG. WRITTEN INSTRUCTIONS. SIDING COURSING TO -�'� STORAGE � 2x4 STUDS MATCH COURSING AT A52 A6.2 _ 14 15 @ 16" O.C. ALL AREAS OF BLDG. - P.T. 4x4 MUDSILL SLAB AT .o SET W.P. MASTIC 4" CONC.. SLAB W/FA6 .. ANCHOR BOLT PER N 6x8-10/10 W.W.M ONST ` PLAINS. 4" MIN. CRUSH ROCKSTRUCTURAL .- &PATIO BASE COMPACTED TO5/8" _ TYPE'X' GYP. BD. W/ 95%CAPACIT W/IA" 00-, d . 1 -BEDROOM PATIO GAP AT SLAB. OPTIMUM MOISTURESPRAY-LOCK SAME ELEV. I ' .+ SPC 327 CONTENT. SEE DETAIL 3 SEALANT ONFG. STORAGE O. AREA .}a SLABS PER ASPHALTICWRITTEN EXP. JOINT'. 4 STRU INSTRUCTIONS. MIL. VAPOR BARRIER, DO NOT ALLOW SOIL OR r UNDISTURBED INORGANIC SOIL DO NOT ALLOW SOIL OR UNDISTURBED INORGANIC SOIL J CONTAMINATES TO MIX CONTAMINATES TO MIX OR STAIN CONCRETE. PERIMETER CONCRETE FOUNDATION OR STAIN CONCRETE. PERIMETER CONCRETE FOUNDATION SEE STRUCTURAL PLANS. 6 SEE STRUCTURAL PLANS. 6 MUDSILL AT FLUSH PATIO 53D fJ� STOR. RM. MUDSILL AT FLUSH lO 1 1" _ -0" ADA COMPLIANT f� V = V -o" ADA COMPLIANT 11'-R• 13'4" ._ 2'-10" _ T-0" R fV -�'� STORAGE � '�� _ � �� •� A52 A6.2 _ 14 15 A5.2 A5.2 - - ` SLAB AT .o -_-J" 0 .'SAME ELEV. .. SAME ELEV. m ` p .. .- &PATIO O :--' _ 3 -BEDROOM PATIO SLAB AT -' 00-, d . 1 -BEDROOM PATIO p 4" CONC SLAB - SAME ELEV. I ' .+ 00, O O , SEE DETAIL 3 n STORAGE O. AREA .}a 0 O¢ f STORAGE - . 4 WW ANODIZED BLACK W/ 4' CONIC. SLAB- 'O 001: , . , Im SEE DETAIL •, I. m C) SINGLE OR TWIN LIGHT .,o .. 3 FIXTURES. o ='.J A3.5 Iw < } . .., m le... pz� al AREA.: 3'6" T-0" R fV [V s 11 1 / -.STORAGE 'SATAO'. '&P " SLAB AT A52 A6.2 _ 14 15 A5.2 A5.2 - WISCONSIN LIGHTING LAB T 2-31-21 .o -_-J" 0 .'SAME ELEV. ro . i- i-BEOROOM PATIO' ' STORAGE'. p B PATIO ' i, �. ' D �o 4" CaNC: SLAB - O' O &PATIO O :--' _ Y O w SEE DET SLAB AT -' 00-, d . 1 -BEDROOM PATIO SAME ELEV. I. "? E O O.K SAME ELEV. I ' .+ ¢ - . 4' CONC. SLAB - - m STORAGE '' o¢:. w. A3.5 .� O `. - ¢ 2-13EDROOM PATIO '::I 0 O¢ f STORAGE - . 4 WW ANODIZED BLACK W/ 4' CONIC. SLAB- 'O 001: , . , ..�. w SEE DETAIL •, 1- lV m C) SINGLE OR TWIN LIGHT .,o .. 3 FIXTURES. CD A3.5 NOTE: SPRINGFIELD ZONING CODE O M . .., m le... pz� al AREA.: T-7" 26 GA. PREPAINTED FLASHING � PN #NF-WCS4540-MV4M-WM4BK1 45 WATT CUTOFF LED WALL PACK FIXTURE, 120-277v. INPUT VAC 4000k NEUTRAL WHITE, 6300 NOMINAL LUMENS TYPE 4 DISTRIBUTION BLACK FINISH, USA MADE. AS AVAILABLE FROM WISCONSIN LIGHTING LAB (920)602-7497 WALL MOUNTED WALLPACK ON HARDI 2x12.12" BLOCK W/ PREPAINTED FLASHING EXTENDING UP UNDER WATERPROOF BARRIER ON PLYWOOD SHEATHING. I •� -- - - - I I I INSTALL BANK OF ELECTRIC METERS__ EDGE OF BUILDING SLAB EXTERIOR SLIP -RESISTANT R SHALL PROVIDE IN STRICT CONFORMANCE W/ MPG. U EXTERIOR FLATWORK SHALL PROVIDE EXTERIOR FLATWORK SHALL PROVIDE ASLIP-RESISTANT BROOM FINISH SURFACE H EXTERIOR FLATWORK SHALL PROVIDE WRITTEN INSTRUCTIONS ANO IN FULL ASLIP-RESISTANT BROOM FINISH SURFACE. A SLIP -RESISTANT BROOM FINISH SURFACE. A SLIP -RESISTANT BROOM FINISH SURFACE. PATIO SLAB ELEVATION SHALL BE 3" BELOW COMPLIANCE WITH ELECTRIC CODE. FLOOR SLAB ELEVATION.NOTE: AT3-BEDROOM ACCESSIBLE UNIT#106, NOTE: AT2-BEDROOM ACCESSIBLE UNIT#105, NOTE: AT1-BEDROOM ACCESSIBLE UNIT#703, NOTE: AT 1 -BEDROOM ACCESSIBLE UNIT#103, 4-4" PATIO SLAB SHALL BE FLUSH W/ FLOOR SLAB AT DOORS. PATIO SLAB SHALL BE FLUSH WI FLOOR SLAB AT DOORS. PATIO SLAB SHALL BE FLUSH W/ FLOOR SLAB AT DOORS. PATIO SLAB SHALL BE FLUSH W/ FLOOR SLAB AT DOORS. 7 UNIT #106 PATIO DETAIL UNIT #105 PATIO DETAIL UNIT #103 PATIO DETAIL I 1 -BEDROOM PATIO DETAIL ELECTRIC METERS ^ WALLPACKS - WALL Il LIGHTS 114"=1'0" 1/4"=1'A" 1/4°=T-0° 1/4"=t'-0" 1"=1'-0" L ,._,.-0. r� 1s 1 2 I s 11 1 / EDGE OF BUILDING STAR A52 A6.2 _ 14 15 A5.2 A5.2 .4 V A5.3 A5.3 WISCONSIN LIGHTING LAB T 2-31-21 M A3.1 -0" A3.1 2 STORAG i- i-BEOROOM PATIO' ' STORAGE'. p B PATIO ' i, �. ' D �o 4" CaNC: SLAB - O' O &PATIO O :--' SLAB ` Y O w SEE DET SLAB AT -' 00-, d . 1 -BEDROOM PATIO SAME ELEV. I. "? E O O.K SAME ELEV. I ' .+ ¢ - . 4' CONC. SLAB - - m STORAGE '' o¢:. w. A3.5 .� O `. - O .°� 'SEE DETAIL' W m u . STORAGE - . 0.¢ -.c 3 : w¢ - WW ANODIZED BLACK W/ AREA 'O 28%T 20-ARL60,50-xx4 OR ..�. w 20 -ARL -60.50 -.4 -TWIN 1- lV Q C) SINGLE OR TWIN LIGHT N Z Q FIXTURES. 26 GA. PREPAINTED FLASHING � PN #NF-WCS4540-MV4M-WM4BK1 45 WATT CUTOFF LED WALL PACK FIXTURE, 120-277v. INPUT VAC 4000k NEUTRAL WHITE, 6300 NOMINAL LUMENS TYPE 4 DISTRIBUTION BLACK FINISH, USA MADE. AS AVAILABLE FROM WISCONSIN LIGHTING LAB (920)602-7497 WALL MOUNTED WALLPACK ON HARDI 2x12.12" BLOCK W/ PREPAINTED FLASHING EXTENDING UP UNDER WATERPROOF BARRIER ON PLYWOOD SHEATHING. I •� -- - - - I I I INSTALL BANK OF ELECTRIC METERS__ EDGE OF BUILDING SLAB EXTERIOR SLIP -RESISTANT R SHALL PROVIDE IN STRICT CONFORMANCE W/ MPG. U EXTERIOR FLATWORK SHALL PROVIDE EXTERIOR FLATWORK SHALL PROVIDE ASLIP-RESISTANT BROOM FINISH SURFACE H EXTERIOR FLATWORK SHALL PROVIDE WRITTEN INSTRUCTIONS ANO IN FULL ASLIP-RESISTANT BROOM FINISH SURFACE. A SLIP -RESISTANT BROOM FINISH SURFACE. A SLIP -RESISTANT BROOM FINISH SURFACE. PATIO SLAB ELEVATION SHALL BE 3" BELOW COMPLIANCE WITH ELECTRIC CODE. FLOOR SLAB ELEVATION.NOTE: AT3-BEDROOM ACCESSIBLE UNIT#106, NOTE: AT2-BEDROOM ACCESSIBLE UNIT#105, NOTE: AT1-BEDROOM ACCESSIBLE UNIT#703, NOTE: AT 1 -BEDROOM ACCESSIBLE UNIT#103, 4-4" PATIO SLAB SHALL BE FLUSH W/ FLOOR SLAB AT DOORS. PATIO SLAB SHALL BE FLUSH WI FLOOR SLAB AT DOORS. PATIO SLAB SHALL BE FLUSH W/ FLOOR SLAB AT DOORS. PATIO SLAB SHALL BE FLUSH W/ FLOOR SLAB AT DOORS. 7 UNIT #106 PATIO DETAIL UNIT #105 PATIO DETAIL UNIT #103 PATIO DETAIL I 1 -BEDROOM PATIO DETAIL ELECTRIC METERS ^ WALLPACKS - WALL Il LIGHTS 114"=1'0" 1/4"=1'A" 1/4°=T-0° 1/4"=t'-0" 1"=1'-0" L ,._,.-0. r� 1s 1 2 I s 11 1 / EDGE OF BUILDING STAR A52 A6.2 _ 14 15 A5.2 A5.2 .4 V A5.3 A5.3 WISCONSIN LIGHTING LAB SPR Al 2-31-21 M A3.1 -0" A3.1 2 STORAG i- i-BEOROOM PATIO' ' fJn V! w B PATIO ' i, �. ' D �o 4" CaNC: SLAB - O' O 4 '6" SLAB ` Y O w SEE DET O SAME ELEV. I. "? E O O.K ` 2T -7a m STORAGE '' o¢:. w. A3.5 .� O `. 4'- • AREA m u . Q ° WW ANODIZED BLACK W/ V O 28%T 20-ARL60,50-xx4 OR z 20 -ARL -60.50 -.4 -TWIN W Q C) SINGLE OR TWIN LIGHT N 26 GA. PREPAINTED FLASHING � PN #NF-WCS4540-MV4M-WM4BK1 45 WATT CUTOFF LED WALL PACK FIXTURE, 120-277v. INPUT VAC 4000k NEUTRAL WHITE, 6300 NOMINAL LUMENS TYPE 4 DISTRIBUTION BLACK FINISH, USA MADE. AS AVAILABLE FROM WISCONSIN LIGHTING LAB (920)602-7497 WALL MOUNTED WALLPACK ON HARDI 2x12.12" BLOCK W/ PREPAINTED FLASHING EXTENDING UP UNDER WATERPROOF BARRIER ON PLYWOOD SHEATHING. I •� -- - - - I I I INSTALL BANK OF ELECTRIC METERS__ EDGE OF BUILDING SLAB EXTERIOR SLIP -RESISTANT R SHALL PROVIDE IN STRICT CONFORMANCE W/ MPG. U EXTERIOR FLATWORK SHALL PROVIDE EXTERIOR FLATWORK SHALL PROVIDE ASLIP-RESISTANT BROOM FINISH SURFACE H EXTERIOR FLATWORK SHALL PROVIDE WRITTEN INSTRUCTIONS ANO IN FULL ASLIP-RESISTANT BROOM FINISH SURFACE. A SLIP -RESISTANT BROOM FINISH SURFACE. A SLIP -RESISTANT BROOM FINISH SURFACE. PATIO SLAB ELEVATION SHALL BE 3" BELOW COMPLIANCE WITH ELECTRIC CODE. FLOOR SLAB ELEVATION.NOTE: AT3-BEDROOM ACCESSIBLE UNIT#106, NOTE: AT2-BEDROOM ACCESSIBLE UNIT#105, NOTE: AT1-BEDROOM ACCESSIBLE UNIT#703, NOTE: AT 1 -BEDROOM ACCESSIBLE UNIT#103, 4-4" PATIO SLAB SHALL BE FLUSH W/ FLOOR SLAB AT DOORS. PATIO SLAB SHALL BE FLUSH WI FLOOR SLAB AT DOORS. PATIO SLAB SHALL BE FLUSH W/ FLOOR SLAB AT DOORS. PATIO SLAB SHALL BE FLUSH W/ FLOOR SLAB AT DOORS. 7 UNIT #106 PATIO DETAIL UNIT #105 PATIO DETAIL UNIT #103 PATIO DETAIL I 1 -BEDROOM PATIO DETAIL ELECTRIC METERS ^ WALLPACKS - WALL Il LIGHTS 114"=1'0" 1/4"=1'A" 1/4°=T-0° 1/4"=t'-0" 1"=1'-0" L ,._,.-0. r� 1s 1 2 s s 19 5 7 s 11 1 / AS AVAILABLE FROM A52 A6.2 _ 14 15 A5.2 A5.2 .4 V A5.3 A5.3 WISCONSIN LIGHTING LAB SPR Al 2-31-21 M A3.1 -0" A3.1 2 ,4 7-7-21 fJn V! w CN 1_ RIDGEVIEW Z '6" 0J 1 JOB # 2007 39'42 O Z 72" ` 2T -7a ° LIGHTPOLESPLUS.COM 4'- • 28'-0" Q ° WW ANODIZED BLACK W/ V O 28%T 20-ARL60,50-xx4 OR z 20 -ARL -60.50 -.4 -TWIN W Q C) SINGLE OR TWIN LIGHT N Z Q FIXTURES. CD o NOTE: SPRINGFIELD ZONING CODE O M T-0" ib` pz� al -9" T,3" 3'6" 8'-0" T-0-0,• _ - 12'-W - _ - 76"3`-r _ - _ - - - 3' 0" �72, 3'-g" 3'-0" 8•-0• 14 " Dis D.'. D.. 4 A 4 � D -- - - r "1 BROOM FINIS BROOM FINISH e I SEE ST UCTU L P I PAT - o SEE , I I BROO - FINISH ` 3" ADS PERF. TG. CO CRETE 8 B I r CONCRETE SLAB w o - ( I - CONC ETE SLAB w o I FOR C CRET FO. IN• BROOM FI dISH o - w DRAIN IN BOC AT AT ATIOS AT PATIOS ¢ 'Pi _ T PA OS ¢ AND C CRET STE 1 W LL CONCRET SLA A3.5 iP b FND. PERIM ER - TYP. ' ^ - - - - D.S. ------- -- -�-STORAGE, - m_ _ D.S. AT PATIO w Ba &P +�_ o D. - - --�- e w� - - 14 D r __ - ��- __ NOTE' LUSH I SLAB AT sAME ELEEI - NOTE: FLU I s '----------- -_ - - - - D.S. C 1 I aE I - A31 . PATIO. LAB @ L A3 t P TIO SLA U11 - o L - ==-I D ..III �£�'. ODR TOHRE H;Mb BN '. .�I� 0 2 I B T I PA70�R: HREBHOL PA LD. " A3 1 ALi E - LEE. L SEE DETAI ..UNIT #105 2, I '.. SE DETAiL 'LINT#703..21 I J As.2 . m Ir. 1 B. L a 1 �r =J' ..ZBf2'.: s. �A35 NOT 'FLUSH - - SEE SH TA2-4. v Ci' '2. '. i SEES E TA2.7 I ...A3.5 - 1 .5 PATI SLAB @ A8.1 I Ais , 1 .I .IT- 'I I- IN �' .. A3. } O {(h1 _ ¢.: O 1"AIRSPA I O l PATIODAR. i REESHOLD I 'I o ° ° BETWEEN °.° o 3 BR. I SEE DETRI 21 - i. 9 -.UNIT WAL S. _ f D.S. D.B.I I UNIT 4106 A3 _ I :SEE SHE A2.2 I �1 .. ® .- I�": L- Lr J B 2 . RE$HOLD ' -111 F be ': .3 . . LL SEE ETAI Y9 SEES EET A2.1 u y. 4 - - _ - -- pj.1 I- 1 II A6.2 o G o CJ - m 11 L 2'e" ' 4.10.1 I m r I hill -77$ 2 6'" .8.-0 .7 -0.. 3. I oip.. ' ip N A5.5 I C.J. H - 7.3z, T 1. _] 2" FIRE �A3 $ IIGSR .. U I SPRINK E L�?rBEESHE TA2.5 'X J� fv 2 C.J- .J. NOTE 5/8" PEGYP, B C J. A3.5 :. �- ( �- -� `O N LATA )NLEU AT LSA I ti '.. BROOM FINISH : PRI TOT B&SHOWE S. I - - AB-' 2 .. CONCRETE SLAB I II I•b 4 - ' ._ AT BREEZEt^IAYS 5 - App 4 I 5. i __.Jt _ JJ 1 A3.5 A3 s J - - - PA - E SE9 o 1 r o --- AT SEE K D.S-�I-1-� P 8 r o D.S. A3.5 A&5 LA3.5- 5- q35 OTE: EXTERIO BREEZEWA D.S. M112"( NOTE: EXTE OR BREEZEWA a I- -- ` - .' - -- L _ -- - - - - - J e •- IABS SHALL$ : WITHIN VT m L SLABS SHALL BE WITHIN - - - W - - _ - _ _ T F INTERIOR FII SH LOO II R E V q 4 SEE TYPI OF INTERIOR AT ALL ERIE INISH FLOOR IOR DOORS. V It i a 0 CU - - BETWEEN WA C - I H 'H ¢ O TALL EXTERIC DOORS. m o DOWNSPOUT & DS7ED ARE w I-BTD GE a BROOM Fit % m 11" 4 o , .n DETAIL 5 D - m 2S. BROOM FINISH ¢ CONCRETE SLAB 4 '� = M &P 10 - CONCRE LAB p l4 - S. '�' ° I S AT a AT PATI S - m - - LEP - - - 5�l t0'-9" 14'-3" 4'6" - - -3= D S 8'-0' 3'-0" y - 3'-0" 1 g 71• 2 - 44'$ - - 3'-0" SPRA SEAL - - 3'6" D.S. •47" DS 2 3'_7" -- 6_ . 4'6' 16-9" I SLAB: 28'-0" 8'-0' 35'-10-" AT BASE OF STAIR. 2 24'-0= 2 AT BASE OF STA R. S-0" 8 DSCAPED AREA. 28'-0" WRIT 132'-0" SEE' BUIL ING 1 ARCHITECTURAL FOUNDAT110N PLAN FOUN 118" = 1'4Y url Aj I n mm n r D uH[TS sHAl i RF A n A MMPI 1AW I H r. AnAPTARI F'TYPE W UNITS EXCEPT UNITS 103.105 & 106 SHALL BE H.C. ACCESSIBLE `TYPE A° UNITS. NAFCO SHOEBOX LIGHT FIXTURE 12-SBHC40-50-.x70 (2) REQUIRED AS SHOWN AS AVAILABLE FROM WISCONSIN LIGHTING LAB (920)602-7497 GRADE ,I 7 SIGN LIGHTING 1"= i.-0" Fin %/� /•rllll " ILOCK SPC 7 ,NTON CONC. %\\ -• I PER MFG. EN INSTRUCTIONS. \�\/�•/ TRUCTURALPLAN f S2.OA FOR ADDITIONAL B - /1I ` 1 STAN 7ATION INFO. 23 NAFCO BOLLARD PATH LIGHT 42-RFBC-2030x.-5 (21) REQUIRED AS SHOWN AS AVAILABLE FROM WISCONSIN LIGHTING LAB (920)602-7497 BASE COVER a O O W GRADE INSTALL ON 12" DIA. x 12" DEEP LEVEL CONC. IO FOUNDATN USING ��\ VA�� ° . • /�AA��\��AA��AA��A� �A��\��\V�� -GALE. TEMPLATE & D TIO DIA. x 6" ANCHOR BOLTS PROVIDED. \ VA/ • / / /VA/\ / / /V�/VA// GRADE /\\/ �- %/\� j//\//\ \\\ \\\ \\\ \\\ \\\ \\\, X // FOR PROVIDE DACCESS AND EGRESS DEPTH ZD BOLLARD PATH LIGHT A L-1 POLE MOUNTED LIGHT �} 1/2"=V -W Zu o W to U W w J �U \ � Y LU W a t! Z z� 7 =O Nt Z §z N W I o Ne co dLo VJ 7 w r °rn W v ~WSW/ Z w 1."L CQ ( •/�) 5W P ° V L U/ .~Z_j W {a!_�IW_i w< (D Q`rt(D d N Z ND Lo c LV U) U 6 AS AVAILABLE FROM J z 5-16-22 WISCONSIN LIGHTING LAB SPR Al 2-31-21 M (szo) sotaas7 8-23-21 2 ,4 7-7-21 fJn V! w CN 1_ RIDGEVIEW Z A3.1 0J 1 JOB # 2007 W O Z ` ¢ ° LIGHTPOLESPLUS.COM n i 4" STANDARD LIGHT POLE Q ° WW ANODIZED BLACK W/ V O I.L 20-ARL60,50-xx4 OR z 20 -ARL -60.50 -.4 -TWIN W Q C) SINGLE OR TWIN LIGHT N Z Q FIXTURES. CD o NOTE: SPRINGFIELD ZONING CODE O M LIMITS HEIGHT OF LUMINAIRES TO N0 pz� al 25 -(MAX.) ABOVE PAVEMENT. BASE COVER a O O W GRADE INSTALL ON 12" DIA. x 12" DEEP LEVEL CONC. IO FOUNDATN USING ��\ VA�� ° . • /�AA��\��AA��AA��A� �A��\��\V�� -GALE. TEMPLATE & D TIO DIA. x 6" ANCHOR BOLTS PROVIDED. \ VA/ • / / /VA/\ / / /V�/VA// GRADE /\\/ �- %/\� j//\//\ \\\ \\\ \\\ \\\ \\\ \\\, X // FOR PROVIDE DACCESS AND EGRESS DEPTH ZD BOLLARD PATH LIGHT A L-1 POLE MOUNTED LIGHT �} 1/2"=V -W Zu o W to U W w J �U \ � Y LU W a t! Z z� 7 =O Nt Z §z N W I o Ne co dLo VJ 7 w r °rn W v ~WSW/ Z w 1."L CQ ( •/�) 5W P ° V L U/ .~Z_j W {a!_�IW_i w< (D Q`rt(D d N Z ND Lo c LV U) U 6 J SPR AP. 5-16-22 4 SPR Al 2-31-21 M SPR AP. 8-23-21 2 ,4 7-7-21 fJn V! STUDY 1 CN 1_ RIDGEVIEW Z A3.1 0J 1 JOB # 2007 W i- Z //)/ VJ ° Q ° WW V I.L Q°Lo W co C) Z Q O CD O M M N0 pz� al CDLo KENNETH A. PAULSEN n tP PORTLAND, OREGON,* 9' OF p4 6 5 SPR AP. 5-16-22 4 SPR Al 2-31-21 3 SPR AP. 8-23-21 2 SPR Al 7-7-21 1 STUDY 1 5-28-20 RIDGEVIEW BLDG 1: FND. & DET'S. A3.1 FILE NAME A31RIDIFND1 1 JOB # 2007 235# ARCHITECTURAL GRADE 12 235# ARCHITECTURAL GRADE CLASS C COMPOSITION ROOFING RID CLASS C COMPOSITION ROOFING GRI ON PEEL & STICK WATERPROOF ON PEEL & STICK WATERPROOF MEMBRANE ON 19/32° O.S.B OR 8 MEMBRANE ON 19132'0.S.8 OR 518" COX PLYWOOD SHEATHING. 5/8"CDX PLYWOOD SHEATHING. USE 5/8" CCX AT EXPOSED EAVES. USE 5!8" CCX AT EXPOSED EAVES. 2x4 SPACE & VENT BLOCKING. MANUFACTURED 2x4 SPACE & VENT BLOCKING. CONTINUOUS VENT BLOCKING ROOF TRUSSES AT 2 BEDROOM UNIT'S WALLS. @ 24" O.C. - SPECS. 12 BY MANUFACTURER. NOTE: GUTTER IS CONTINUOUS AT JUNCTURE OF 8:12 ROOF 4 x O, AND 4:12 ROOF 6" R -BBL WP IN 6" MRANUFA USSES IN U f'ON w 24" O.C. - SPECS. W P ALL BY MANUFACTURER. x � POSED WOOD LLJ 2x10 SPACE 1 HR. RATED 1 HR. RATED BLOCKING ROOF/CEILINGPA NT ALL ROOF/CEILING SEE HARD[ -PLANK SIDING ASSEMBLY- EXPOSED WOOD ASSEMBLY - SEE DETAILS SHEET A8.5 SEE DET. 1/A6.6 SEE DET. 1lAfi.6 ON FORTIFIBER5/&' TVPE'X' GYP. BD. 6" FASCIA! RAINSCREEN ON 2x6 STUDS @ 16" O.C. GUTTER- TYP. BEAM -SEE STRUCTURAL ON 7116° OSe SHEATHING. W/ R-21 F.G. BATT INSUL. 6"FASCIA / GUTTER -TYP. TYP. - SEE DET. 9/A6.6 9 VERIFY EAVE DETAIL EAVE DETAIL 5 -W��i 235# ARCHITECTURAL GRADE CLASS C COMPOSITION ROOFING ON PEEL & STICK WATERPROOF MEMBRANE ON 7116" O.S.B OR 1/2" CDX PLYWOOD SHEATHING. USE 112" CCX AT EXPOSED EAVES. R-38 BLOWN IN INSULATION. 2x4 SPACE & VENT BLOCKING. CONTINUOUS VENT BLOCKING AT 2 BEDROOM UNITS WALLS. 12 r 4 N W � 6" a x MANIIFA(;IlIRFD SPECS. 2x10 SPACE AINT ALL BLOCKING O�©=�=®ARZ31,32©M®�®�O�®�©� HARDI-PLANK SIDING 5-16-22 SEE DETAILS SHEET A6.5 2x5 FASCIA BD. ON FORTIFIBER NOTE: GUTTER IS CONTINUOUS RAINSCREEN AT JUNCTURE OF 8:12 ROOF ON 7116" OSB SHEATHING. AND 4:12 ROOF 518" TYPE W GYP. BD. — Z ON 2x6 STUDS @ 16" O.C. 6'FASCIA / GUTTER -TYR W/R- 21 F.G. BATT INSUL. 411" TVP --SEE DET. 9/A6.6 FILE NAME A32RIDB1 FP1 I JOB # 2007 U) 0 V O O O Y! W md(O \ / Z QO ' O ti W co _ O LID �� - ■■� mill®� ■ �-�c ■■■�■��■� ■ ® _- 3 ' •' • • , ll •� �� `Ilial SEE SF EET A2.2 SEE Si' - �I� �IIII UNIT _ ✓ `(ADA'�' .. .1 .. . IIII I.. ■' MIME ,■ IT'I -' i � `��I�i"LAXI� ' �■�I 1111 ■� ��I m � ■ ���I_ I� c 1iQ.e i�e��� ®.r • � I ���\ � - x:711 ��h, �, _ WIN P .. -UNIT 1 D2 ADAA)AZmol m O� �� �',��, ,, n,�r ■■■ E�1■ rte:. �' . __ � .._ ;� .-; _ a® � -■■.■■ ■ � 'I ■■.■� ■ I'��I�lii �:� ® �!��I •ear • 235# ARCHITECTURAL GRADE 12 235# ARCHITECTURAL GRADE CLASS C COMPOSITION ROOFING RID CLASS C COMPOSITION ROOFING GRI ON PEEL & STICK WATERPROOF ON PEEL & STICK WATERPROOF MEMBRANE ON 19/32° O.S.B OR 8 MEMBRANE ON 19132'0.S.8 OR 518" COX PLYWOOD SHEATHING. 5/8"CDX PLYWOOD SHEATHING. USE 5/8" CCX AT EXPOSED EAVES. USE 5!8" CCX AT EXPOSED EAVES. 2x4 SPACE & VENT BLOCKING. MANUFACTURED 2x4 SPACE & VENT BLOCKING. CONTINUOUS VENT BLOCKING ROOF TRUSSES AT 2 BEDROOM UNIT'S WALLS. @ 24" O.C. - SPECS. 12 BY MANUFACTURER. NOTE: GUTTER IS CONTINUOUS AT JUNCTURE OF 8:12 ROOF 4 x O, AND 4:12 ROOF 6" R -BBL WP IN 6" MRANUFA USSES IN U f'ON w 24" O.C. - SPECS. W P ALL BY MANUFACTURER. x � POSED WOOD LLJ 2x10 SPACE 1 HR. RATED 1 HR. RATED BLOCKING ROOF/CEILINGPA NT ALL ROOF/CEILING SEE HARD[ -PLANK SIDING ASSEMBLY- EXPOSED WOOD ASSEMBLY - SEE DETAILS SHEET A8.5 SEE DET. 1/A6.6 SEE DET. 1lAfi.6 ON FORTIFIBER5/&' TVPE'X' GYP. BD. 6" FASCIA! RAINSCREEN ON 2x6 STUDS @ 16" O.C. GUTTER- TYP. BEAM -SEE STRUCTURAL ON 7116° OSe SHEATHING. W/ R-21 F.G. BATT INSUL. 6"FASCIA / GUTTER -TYP. TYP. - SEE DET. 9/A6.6 9 VERIFY EAVE DETAIL EAVE DETAIL 5 -W��i 235# ARCHITECTURAL GRADE CLASS C COMPOSITION ROOFING ON PEEL & STICK WATERPROOF MEMBRANE ON 7116" O.S.B OR 1/2" CDX PLYWOOD SHEATHING. USE 112" CCX AT EXPOSED EAVES. R-38 BLOWN IN INSULATION. 2x4 SPACE & VENT BLOCKING. CONTINUOUS VENT BLOCKING AT 2 BEDROOM UNITS WALLS. 12 r 4 N W � 6" a x MANIIFA(;IlIRFD SPECS. FLASHING. GUTTER 26 GA PREPAINTED � VALLEY FLASHING WITH CURB TO PREVENT WATER LEAKS. , PROVIDE WATER -TIGHT 235# ARCHITECTURAL GRADE SEALATGUTTER CLASS C COMPOSITION ROOFING ON PEEL & STICK WATERPROOF MEMBRANE ON 7116" O.S.13 OR 10 COX PLYWOOD SHEATHING. USE 1Y2" CCX AT EXPOSED EAVES. 8 EAVE DETAIL VALLEY FLASHING Q1 J2 1"=V� COMPOSITION ROOFING ON GORILLA ROOFING ON GORILLA PEEL & STICK WATERPROOFING ON PEEL & STICK WATERPROOFING ON 5/8" COX PLYWOOD SHEATHING OR 5/8° COX PLYWOOD SHEATHING OR 19132' OSB SHEATHING - (SEE STRUCT.) 19132" OSB SHEATHING - (SEE STRUCTJ NOTE: USE 5/8" CCX PLYWOOD AT NOTE: USE 518" CCX PLYWOOD AT EXPOSED EAVES EXPOSED EAVES 26 GA. G I DRIP FLASHING — 2x4 SPACER 2x6 VARGE BOARD FINISH SIDING ON TYVEK RAINSCREEN ON 112' CDX PLYWOOD OR 7116" O.S.B. ON TRUSSES OR WOOD FRAMING % VARGE DETAIL R VARGE DETAIL PROVIDE FALL PROTECTION ANCHORS AS REQUIRED TO COMPLY WITH OSHA STANDARDS, AND SPACED AND ATTACHED AS REQUIRED BY MANUFACTURER'S WRITTEN INSTRUCTIONS FOR LONG LIFE UNDER HARD USE TO PROVIDE SAFE ACCESS TO ALL PORTIONS OF THE ROOF. 2„ FALL PROTECTION ANCHOR 3 3"=V'0" 26 GA. G.I. DRIP FLASHING 2x6 WHITEWOOD FASCIA BOARD. 'AINT ALL EXPOSED WOOD SIDING ON TYVEK RAINSCREEN ON 112" CDX PLYWOOD SHEATHING OR 7116" OSB SHEATHING ON 2x STUDS AT 16" O.C. ATTIC VENTILATION SHALL BE PROVIDED TO EACH ATTIC AREA THE NET FREE AREA OF VENTS SHALL EQUAL 11150 OF EACH ATTIC AREA WITH 50% OF VENT AREA PROVIDED WITHIN 36" (VERTICALLY) OF ATTIC RIDGE AND 50% PROVIDED AT EAVES. DO NOT USE ATTIC VENTS FOR VENTING OF BATHROOM, DRYER OR KITCHEN FANS. FIRE AND/OR SMOKE BARRIER -PROTECT ALL OPENINGS. Zu o W U to `W 1— W i �U Y .••� 1n r LO IX toW ZzO = I RZT Z C6g N Wm 0 Y u)a 2x10 SPACE AINT ALL BLOCKING ( EXPOSED WOOD HARDI-PLANK SIDING 5-16-22 SEE DETAILS SHEET A6.5 2x5 FASCIA BD. ON FORTIFIBER NOTE: GUTTER IS CONTINUOUS RAINSCREEN AT JUNCTURE OF 8:12 ROOF ON 7116" OSB SHEATHING. AND 4:12 ROOF 518" TYPE W GYP. BD. — Z ON 2x6 STUDS @ 16" O.C. 6'FASCIA / GUTTER -TYR W/R- 21 F.G. BATT INSUL. 411" TVP --SEE DET. 9/A6.6 FLASHING. GUTTER 26 GA PREPAINTED � VALLEY FLASHING WITH CURB TO PREVENT WATER LEAKS. , PROVIDE WATER -TIGHT 235# ARCHITECTURAL GRADE SEALATGUTTER CLASS C COMPOSITION ROOFING ON PEEL & STICK WATERPROOF MEMBRANE ON 7116" O.S.13 OR 10 COX PLYWOOD SHEATHING. USE 1Y2" CCX AT EXPOSED EAVES. 8 EAVE DETAIL VALLEY FLASHING Q1 J2 1"=V� COMPOSITION ROOFING ON GORILLA ROOFING ON GORILLA PEEL & STICK WATERPROOFING ON PEEL & STICK WATERPROOFING ON 5/8" COX PLYWOOD SHEATHING OR 5/8° COX PLYWOOD SHEATHING OR 19132' OSB SHEATHING - (SEE STRUCT.) 19132" OSB SHEATHING - (SEE STRUCTJ NOTE: USE 5/8" CCX PLYWOOD AT NOTE: USE 518" CCX PLYWOOD AT EXPOSED EAVES EXPOSED EAVES 26 GA. G I DRIP FLASHING — 2x4 SPACER 2x6 VARGE BOARD FINISH SIDING ON TYVEK RAINSCREEN ON 112' CDX PLYWOOD OR 7116" O.S.B. ON TRUSSES OR WOOD FRAMING % VARGE DETAIL R VARGE DETAIL PROVIDE FALL PROTECTION ANCHORS AS REQUIRED TO COMPLY WITH OSHA STANDARDS, AND SPACED AND ATTACHED AS REQUIRED BY MANUFACTURER'S WRITTEN INSTRUCTIONS FOR LONG LIFE UNDER HARD USE TO PROVIDE SAFE ACCESS TO ALL PORTIONS OF THE ROOF. 2„ FALL PROTECTION ANCHOR 3 3"=V'0" 26 GA. G.I. DRIP FLASHING 2x6 WHITEWOOD FASCIA BOARD. 'AINT ALL EXPOSED WOOD SIDING ON TYVEK RAINSCREEN ON 112" CDX PLYWOOD SHEATHING OR 7116" OSB SHEATHING ON 2x STUDS AT 16" O.C. ATTIC VENTILATION SHALL BE PROVIDED TO EACH ATTIC AREA THE NET FREE AREA OF VENTS SHALL EQUAL 11150 OF EACH ATTIC AREA WITH 50% OF VENT AREA PROVIDED WITHIN 36" (VERTICALLY) OF ATTIC RIDGE AND 50% PROVIDED AT EAVES. DO NOT USE ATTIC VENTS FOR VENTING OF BATHROOM, DRYER OR KITCHEN FANS. FIRE AND/OR SMOKE BARRIER -PROTECT ALL OPENINGS. Zu o W U to `W 1— W i �U Y .••� 1n r LO IX toW ZzO = I RZT Z C6g N Wm 0 Y u)a �C5 KENNETH A. PAULSEN n tP. PORTLAND, OREGONOk- 9,OFaf 6 J SPR AP. 5-16-22 4 J 2-31-21 N SPR AP. U) 2 SPR AP. 7-7-21 Z STUDY 1 5-28-20 RIDGEVIEW BLDG. 1: 1ST FLOOR A3.2 FILE NAME A32RIDB1 FP1 I JOB # 2007 U) 0 V O O O Y! W md(O \ / Z QO ' O ti W co _ O LID �C5 KENNETH A. PAULSEN n tP. PORTLAND, OREGONOk- 9,OFaf 6 5 SPR AP. 5-16-22 4 SPR AP. 2-31-21 3 SPR AP. 8-23-21 2 SPR AP. 7-7-21 1 STUDY 1 5-28-20 RIDGEVIEW BLDG. 1: 1ST FLOOR A3.2 FILE NAME A32RIDB1 FP1 I JOB # 2007 _ _ -10, _., o©,iVI J SPR AP. 5-16-22 4 J �■���� N SPR AP. 8-23-21 MIS,S, INZ 7-7-21 1 STUDY 1 5-28-20 RIDGEVIEW W A3.3 Z I JOB # 2007 Y/ Wo Q o V Q Lo UJ m goo Z � r>Qo V IZZ tz�OI . L �_ - ■ 11���■1■-i�_■ ■11111■ .■ O ZNOT I OT �� N� - �1■-9NNE ' II� ��ii III�u�N'1 11'!II��� IIIII IIIIIMII 11 ■1� I�IIIIIIIIIIIIII -1■� � 11� I�I�IIIInlallllalll6�ul� 1 -1 11 �■�_ 1 NI •i $ JIB ■� ■ V�� lur�►111'rlll �■ 111 . MEIlllmll� -.. - II1. IIII�IIIIIIIIII. ... �� ..Z. 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II� ,, t m l m �illl�� Iwo� ���� c��plll�ilINllnlll'�IINIII11 -��IIIIiI�II�IIII��I�II�,1� �s�■� ZV o W Lu U J H w i J �U cn s r COti Lo LLJ !1J 0) ZZ0 ao ,n ZZ N Lu �o Lo o is U) Z 0 CD ~Ww z 13f 5 n° LJ.I 0 LL >Q W CD Loq- W U 6 J SPR AP. 5-16-22 4 J 2-31-21 N SPR AP. 8-23-21 2 INZ 7-7-21 1 STUDY 1 5-28-20 RIDGEVIEW W A3.3 Z I JOB # 2007 Y/ Wo Q o V Q Lo UJ m goo Z � r>Qo V IZZ tz�OI . L KENNETH A. PAULSEN • Nn /� y (P�PORTLAND, OREGON �* OF 6 5 SPR AP. 5-16-22 4 SPR AP. 2-31-21 3 SPR AP. 8-23-21 2 SPR AP. 7-7-21 1 STUDY 1 5-28-20 RIDGEVIEW BLDG. 1: FP 2 & 3 A3.3 FILE NAME 33RID1FP2& I JOB # 2007 7 �IY 1 2 A52 A5.2 r to -ly : � is i .4 5 6 A5.3 � A5.3 � A5.3 � A5.3 1� 11 1 A q52 q52 Q4 15 J Akayl a, 5-16-22 28'-0" SPR AP. 2-31-21 '-6" I J 39'-0• N 7-7-21 U) STUDY 1 n 39'E" Z 4' rn JOB # 2007 28'-D" WZ O or 3'-0- 25'-0" < 3'-6" 8'-0" 18'-6' 9'E" 9'-6" 18'$" 8'-0" T-6" wQOc) moi 25'-0" w Y -W Zo Q � F- O.S. 6" D.S. � D.S. LL fi" D.S. 0- q L A B 5 A3.2 CONTINUOU AT 8:12 HEE 11 5 A3.2 A3.2 G TER T USS L 4" - 8:121 _� 2q" 18:12 E— w C7 w - 6:12 24" 5 A3.2 6" DS. IN 5 o w mhem o NOTE: EACH GABLE VENT IS RATED FOR 410 SQ. IN. NET FREE AREA IN VENT. NOME D.S. 5 A3.2 •• 4" 8:12 F— w 0 ¢ -_- - C D b D.S. 6• D. - X12 - — z _ - 5 .S. 6" D.S. b w NERI ) I - — _ .__ - 5 , .2 1--1.. 724! 6 24• 24" 6 a• 12 �'2 D.S. 24" ATTIC 614 SQ. 6,4 SQ. I c7 rc ION: A:1278 S.F. rc . RIDGE & . EAVE VENT w > w 4 LL A3 NO U CONTINUOUS UTTER - :12HEEL TRU =EE AND 4:12 NO -HEEL TRtl9S OVERHANGS. LJ L y ❑ --.. w w (J _._. __- 12 A3.2 MAXIMUM AT IC BETWEEN DRfjAAFTS SHALL BE 30A0 SQ. p w �, O w �. U OPS F T. < - - w O OUS rGpNTINII.L GUTTER NO LNf 8:12 EEL TRUSS AND 4:1 NO -HEEL TRUSS OVERHTGS. ( t� ❑ - .2 8:12 w VENTILATIO m ATTIC AREA: a 614 SQ. IN. R 6145Q. IN. w G LL T :122 24.. 6" JP�y 24" f D.S ❑VENTI 278 S.F. GE & VE VENT w O' - ❑ EEL - y F 4 G o io 6" - m N ❑ ei RIDGEA N ,� - r _.._ v I -a -__ ❑ RIOG fa- ATTACHED TO FIRE SYSTEM OR PRIN ATTIC SPAC S. SE ❑ ALARM LER .903.2.8.3.2 71' ❑ ❑ 12 0.32 - ❑ IDGE ... G < ._ �__. - - RIDGELJ N E]I �� _-_ w _ 6. o --.. RIDGE N m w Q w ¢ 66t❑ RIDG 12 A3.2 c a Y ❑ 12 A32 �IDGE L "9! ro 20 Fi 24. ❑ Q F< K N ❑ 12 ❑ < N� o w Q LL - 24" A5.1 .]� + ❑ r N A3.2 12 U ` P 8:1 24' I ❑ Bd2 NO - EEE ❑ VENTILATI ATTIC ARE 1163 SQ. 1 1163 SQ. 1 : :2422 S.F. ZIDGE & . EAVE VENT p r ¢ ENTILATI ARE ATTIC163 SQ. I 1163 SQ. I 8:1 N: .RIDGE & . EAVE VE A32 ❑ ISS NO .- - EEL 8:12 d2 24" a J K w 24" 24" �� .- - 48. _ i - 24• 24 w - ...e:,z SEE SREET A2.2SEE D. 24" 8:12 24" D.S. UNITS 112,118 D.S 6• D.S. V UNITS:7,113 � 6' S. L AIAPTABLE■Gid I� ' ■�1 � '' - - m 0 0 . Go U.S. - - M 8:121 - 24" A3.2 CON INU ATB: 2 H A 24" 6:12 (-�-- - A3.2 US GUTTER EL TRUSS EEL ROSS - w 6" p S 24" 5 A3.2 - - .S.14- . 24" 5:12 D.S. E— - - -24" 18'E" 8'-0" N 10'-9" 14'-3" 8,0D.S. ..S -• 18'-6" 9'-6" 9'-6" 14'-3" 10'-9" 3'-0" D.3'-0" 28•-0" 8'-0" 36,-0" 36'IY 8'-0":. 28'-0" 144'-0" BUILDING 2 & 3 ROOF PLAN 7 I• R 115 -.2 uj J 1— w J �U Q ...f_ Z Y 04 '— c Lo W Z ZO �z N Z W mP o CD u VJ Z �O LLJV ZL of 0 vJ O 2 F— Z 0 W a � LL W a (D�64Z Lo c) y^ U3 vJ 6 J Akayl a, 5-16-22 4 SPR AP. 2-31-21 M SPR AP. J 2 N 7-7-21 U) STUDY 1 n RIDGEVIEW Z A3.6 rn JOB # 2007 W WZ O or < 0 L wQOc) moi w Zo Q � F- � M LL pz�O 0- q L IN mill mhem rrAdia NOME t SEE SREET A2.2SEE BEADA UNITS 112,118 V UNITS:7,113 � AIAPTABLE■Gid I� ' ■�1 � '' - JIM M, IN FV4 x■. �1 �u] ,_ ��, LI E� A. , u�.■. � �iu�.�._�■Il iii ' r�� i �_�_ eh ® ,-- iii; �,I If■L`_ v m ��J 11 ■Q_ _.. ■i1 _ r1' ���' WiUNITS 108,114 ADA ADAPTABLE I m ���■�■�:« �� _ -_ I�I�� ill um Win 601W - NOTE: ALL GROUND FLOOR UNITS SHALL BE A.D.A- COMPLIANT/ H.C. ADAPTABLE 'TYPE B"UNITS EXCEPT UNITS 103,105 & 106 SHA -L BE H.C. ACCESSIBLE "PEA' UNITS. I• R 115 -.2 uj J 1— w J �U Q ...f_ Z Y 04 '— c Lo W Z ZO �z N Z W mP o CD u VJ Z �O LLJV ZL of 0 vJ O 2 F— Z 0 W a � LL W a (D�64Z Lo c) y^ U3 vJ ���-Ap KENNETH A. PAULSEN &1Pmjaon y cA PORTLAND, OREGON OF p,R 6 J SPR AP. 5-16-22 4 SPR AP. 2-31-21 M SPR AP. J 2 N 7-7-21 U) STUDY 1 n RIDGEVIEW Z A3.6 rn JOB # 2007 W WZ O < 0 L wQOc) moi w Zo Q � F- � M LL pz�O 0- q L ���-Ap KENNETH A. PAULSEN &1Pmjaon y cA PORTLAND, OREGON OF p,R 6 5 SPR AP. 5-16-22 4 SPR AP. 2-31-21 3 SPR AP. 8-23-21 2 SPR AP. 7-7-21 1 STUDY 1 5-28-20 RIDGEVIEW BLDG 2 & 3: 1ST FLR. A3.6 FILE NAME A36RID2FP1 JOB # 2007 i SECOND & THIRD FLOOR PLANS FIRE SPRINKLER RISER CLOSET PROFITS 1 10=1'-(r AWINGS 4 RINKLER (PR) 24-x80" STEEL EXT. DOORS N IN STEEL FRAME W1 THRESHOLD AWINGS. & WEATHERSTRIPPING. Wr 7-7-21 LATION - TYP. STUDY 1 VALES. WET & V FIRE SPRINKLER BLDG. 2&3:FP2&3 STAND ]PES -SEE FILE NAME 37RID2FP2& FIRE RINKLER DRAWINGS. O TVP. (� 0/ \FT WALLS. 0 4 STUDS @ 16" 01 W1 V O R- F.G. BATT INSULATION ATS FT WALLS. 23 Lu A3.7 r n V 5/8" TYPE'X' GYP. BD. - TVP. AT INTERIOR OF SHAFT WALLS. DELETE WINDOWS O AT FIRE SPRINKLER SHAFT W AT THIS LOCATION. FIRST FLOOR PLAN _OSET^ A FIRE SPRINKLER RISER CLOSET LSF tr"-1'-D. Z I O O M 0 CD NOT • •I 11 11 I�IIi N 111215 � • IIt� ��� � � �1��1 ,IIII � • -7_9, � 111111181�1111�Ilulll!1 • 1 llllllllll l6u�l!1 III', ��!!�1 1 ■1� 1 _I!I����IIIIIHIUIIIIIIIIII!��a� 11►���i f����dHllllllll�llll RAFTERS 2.� - �'Ii a .._ _:_::_: _:_2x12 FLUSH W/TRUSSE1 Q 1 1� 1�' i 1 LII 1 -� -- TAILS TRIMMED TO ... .. .. :.::;.Illi....: _-� � —_ � _ d � IIF, � IN ■ � �1', my �IIIII -. ■ �■■ I� ullllann• .��I�IIIIIII�!i �h L = 1'1'I _ i� !i�llllllllli!�! 11 _ -.. - -2X4 I I 3 B11 STUDS R-13 F.D. BATT INSIL . ..• - �m -�SEE SHI AT SHAFT WALLS ,gES _ _-SEESFEETA2.3 V V SHAFT FOR FIRE S� UNITS 112, 218 V . 213 STANDPIPES - SEE FIRE SPRINKLER D,- I Nes, Mail sd lim ��: -- •� �• 1�PRINKLER PIPE SL um �■' IJIe� lJ ��� .!_ �� ►� �A� L� ICI_ = _ � ■ �'^ =Lax;-!■� ��iwis - --JNKLER D.' _�. %._. ,' � ■ _ _ � 111III■-Oda � - . 11 r' xx _ r^ mill �■ I I f■Li_: ilu� x x i _.. .. ...... ,. <. �y -Oda ;,1 .__ eT�� e.'r�i _ STANDPIPES a �t�lI�■IIII 1�1 ■■ r■ r: �. .� ■� 71►�,� IIL■L�Jkiil FIRE m ... . _-_ �1■�■ ■ gin ___ r� �- ► ^��� (� �i�?-' '= �' 1 111■ 1® ��!� n■ ®�n►iil �I r LEI �■■ = _ -I� I- .. �■■rte°.. m•- ■ ■fir■' E -�Ilrl� 1� wig �'�r■� aim Bloom ���■���� aim �� ��`� ����h��Illlllllll_ll0. ��� MIMI � 1 _ �1111191�;IIIIIIIIuIi��ll;��,����i� ���■,��� �I � ����r � �������1 IIn II511� I�I I III11111111111,111011 •• _�`�_ nI•l•llll�■��� eH 11 : i "0 C. OVER AFT ROOF W1 HATCH TRUSSES BATT INSUL. S'X' GYP. BD. C12G W/ LATION RINKLER AWINGS. x WET & DRY FIRE SPRINKLER STANDPIPES - SEE FIRE SPRINKLER DRAWINGS. 2x4 STUDS Q 16.O.0 W/ R-13 F.G. BATT INSULATION AT SHAFT WALLS. 23 A3.7 518" TYPE'X' GYP. BD. -TVP. AT INTERIOR OF SHAFT WALLS. DELETE WINDOWS AT FIRE SPRINKLER SHAFT AT THIS LOCATION. SECOND & THIRD FLOOR PLANS FIRE SPRINKLER RISER CLOSET PROFITS 1 10=1'-(r AWINGS 4 RINKLER (PR) 24-x80" STEEL EXT. DOORS N IN STEEL FRAME W1 THRESHOLD AWINGS. & WEATHERSTRIPPING. Wr 7-7-21 LATION - TYP. STUDY 1 VALES. WET & V FIRE SPRINKLER BLDG. 2&3:FP2&3 STAND ]PES -SEE FILE NAME 37RID2FP2& FIRE RINKLER DRAWINGS. O TVP. (� 0/ \FT WALLS. 0 4 STUDS @ 16" 01 W1 V O R- F.G. BATT INSULATION ATS FT WALLS. 23 Lu A3.7 r n V 5/8" TYPE'X' GYP. BD. - TVP. AT INTERIOR OF SHAFT WALLS. DELETE WINDOWS O AT FIRE SPRINKLER SHAFT W AT THIS LOCATION. FIRST FLOOR PLAN _OSET^ A FIRE SPRINKLER RISER CLOSET LSF tr"-1'-D. Z I O O M 0 CD • •I 11 11 I�IIi ,IIII • 1 llllllllll l6u�l!1 III', ��!!�1 1 ■1� 1 11 11►���i f����dHllllllll�llll RAFTERS 2.� �'Ii a .._ _:_::_: _:_2x12 FLUSH W/TRUSSE1 1 LII -� TAILS TRIMMED TO Q�■�■��_ -. �■■ I� ullllann• ■ L = 1'1'I ��,,�IIII p,�ll = • � - -2X4 STUDS R-13 F.D. BATT INSIL . ..• - �m AT SHAFT WALLS _ _-SEESFEETA2.3 V SHAFT FOR FIRE S� UNITS 112, 218 V UNITS:7, 213 STANDPIPES - SEE FIRE SPRINKLER D,- ■■ll ��: -- •� �• 1�PRINKLER PIPE SL �■' IJIe� lJ ��� .!_ �� ►� �A� L� ICI_ = _ � ■ �'^ - --JNKLER D.' _�. %._. ,' � ■ _ _ � - . xx ]!mill x x i _.. .. ...... ,. <. ;,1 .__ .. _ STANDPIPES a �t�lI�■IIII 1�1 ■■ r■ r: �. .� ■� 71►�,� IIL■L�Jkiil FIRE m ... . _-_ �1■�■ ■ gin ___ r� �- ► ^��� �i�?-' '= �' 1 111■ 1® ��!� n■ ®�n►iil LEI �■■ = _ -I� .. m•- ■ ■fir■' 1� wig �'�r■� aim Bloom aim �� � _ ���■,��� �I � ����r � �������1 IIn II511� I�I I III11111111111,111011 •• _�`�_ nI•l•llll�■��� eH 11 "0 C. OVER AFT ROOF W1 HATCH TRUSSES BATT INSUL. S'X' GYP. BD. C12G W/ LATION RINKLER AWINGS. x WET & DRY FIRE SPRINKLER STANDPIPES - SEE FIRE SPRINKLER DRAWINGS. 2x4 STUDS Q 16.O.0 W/ R-13 F.G. BATT INSULATION AT SHAFT WALLS. 23 A3.7 518" TYPE'X' GYP. BD. -TVP. AT INTERIOR OF SHAFT WALLS. DELETE WINDOWS AT FIRE SPRINKLER SHAFT AT THIS LOCATION. ZV O W U Vl W —� 1— w _ U) �U \ � Y r U L*0 Z z 0 Lo Z �Q N Lu UJ o co :he BaaLID U) Z 0 0U) LLJ 0 Zww G U o Of 5 U- > Q.t0 W -1=NZ 0U) CD b_ IZ ry U SECOND & THIRD FLOOR PLANS FIRE SPRINKLER RISER CLOSET PROFITS 1 10=1'-(r AWINGS 4 RINKLER (PR) 24-x80" STEEL EXT. DOORS N IN STEEL FRAME W1 THRESHOLD AWINGS. & WEATHERSTRIPPING. Wr 7-7-21 LATION - TYP. STUDY 1 VALES. WET & V FIRE SPRINKLER BLDG. 2&3:FP2&3 STAND ]PES -SEE FILE NAME 37RID2FP2& FIRE RINKLER DRAWINGS. O TVP. (� 0/ \FT WALLS. 0 4 STUDS @ 16" 01 W1 V O R- F.G. BATT INSULATION ATS FT WALLS. 23 Lu A3.7 r n V 5/8" TYPE'X' GYP. BD. - TVP. AT INTERIOR OF SHAFT WALLS. DELETE WINDOWS O AT FIRE SPRINKLER SHAFT W AT THIS LOCATION. FIRST FLOOR PLAN _OSET^ A FIRE SPRINKLER RISER CLOSET LSF tr"-1'-D. ZV O W U Vl W —� 1— w _ U) �U \ � Y r U L*0 Z z 0 Lo Z �Q N Lu UJ o co :he BaaLID U) Z 0 0U) LLJ 0 Zww G U o Of 5 U- > Q.t0 W -1=NZ 0U) CD b_ IZ ry U 6 5 SPR AP. 5-16-22 4 J 2-31-21 N SPR AP. U 2 ti 7-7-21 Z STUDY 1 rn RIDGEVIEW BLDG. 2&3:FP2&3 A3.7 FILE NAME 37RID2FP2& JOB # 2007 (� 0/ or� 0 LL V Lu r n V O Q O 'O^^ LO W m�(10 Z I O O M 0 CD ti4� W KENNETH �Af.PAULSEN n /m -3 t5VORTLAND, OREGON't 9 , OF tie 6 5 SPR AP. 5-16-22 4 SPR AP. 2-31-21 3 SPR AP. 8-23-21 2 SPR AP. 7-7-21 1 STUDY 1 5-28-20 RIDGEVIEW BLDG. 2&3:FP2&3 A3.7 FILE NAME 37RID2FP2& JOB # 2007 1e1' / l) IGIII�II i I III1111 � �, ;. 11'IiP / 1 B'y=,FIO 6, 5, 4 3, 2 JOB # 2007 BUILDING 1, 2 & 3 LEFT SIDE ELEVATION 3/16'= V -O" g A nl BUILDING 1, 2 & 3 RIGHT SIDE ELEVATION 3116'=V-0 3 INTERIOR SHEA" WOW FRAMING IMLAMN — WHERE REQU WINDOW HEADER HardkPlmk ® tap Siding WATER RESISTIVE BARRIER WOOD FRAMING HartlePlank ® tap Siding Ho deWVap lir Equivalent a; WATER RESISTIVE BARRIER INSULATION HardleV&W -or Equivalent E -MEN, 1 1/4' OVERLAP WHERE REn EXTERIOR SHEATHING INTERIOR SHEATHING STARTER STRIP EKTERNR SHEATHING E— 1/4' GAP, DO NOT CAULK LEAVE APPROPRIATE GAP — — — t� Z -FLASHING/ AND CAULK HadieTrkn alp Boards rC FLASH WINDOW PER MANUFACTURER HardkTNm ® Boards RECOUMENDATIW HadrePlmk ® Lap 5n6ng LEAVE APPROPRIATE GAP WINDOW FRAME ALAI CAULK LLEAVE APPROPRIATE 5 SIDING6W1 / DOOR HEAD SIDING OUTSIDE CORNER AND CAULK 11/2'=T-0' 1 V2"=1'-0' FRAMING INTERICR SHFATNNG WOW FRAMING STAIR TOWER ALCOVE ELEVATIONSIDING & TRIM AT WINDOW SIDING INSIDE CORNER 1 3116'= T-0"1 1 112' = T -w 12 1 112"= l -O" 235# ARCHITECTURAL GRADE COMPOSITION SHINGLES ON'HYDROSHIELD LT SYNTHETIC UNDERLAYMENT ON 19/32" O.S.B. SHEATHING (5/8"CCX AT EAVES) 2X6 WHITEWOOD FASCIA BO 5' FASCIA GUTTER IT HARDI PLANK SIDING W/ 10 314"T.W. ON TYVEK DRAINWRAP MOISTURE BARRIER ON 1Y2' COX PLYWD. SHEATHING. 6 114" HARDI PLANK SIDING V WINDOW FRAME W/ 5" T. W. ON TYVEK DRAINWRAP SPR AP. FLASH WINDOW PER MANUFACTURER NI x1l PA 1/2" COX PLYWD. SHEATHING. 1 - WOOD FRAMING RFCWMQAATNN 4 HARDI TRIM CORNER BOARDS. I =a W TRIM IS PROTRUDING BEYOND WINDOW SIL IT WOOD FRAN WHERE REDID 4' WIDE (NOMINAL) A4.3 MUST BE FLASHED LEAVE APPROPRIATE GAR BATTS AT ALL WINDOWS WORD FRAMING HardeTrkn QD Boards C� AND CAULK EXTERIOR S MIN. 1 i/{ OVERLAP HardeTrim ® Boards — �-- — — — — O F— LEAVE APPROPRIATE GAP - - AND CAULK LEAVE APPROPRIATE GAP Q AND CAULK Y) BARRED WATER -or C) fD MIN. 6' GRADE CLEARANCEgggR / Egquhdent I � - NSi1unON LEAVE APPROPRIATE GAP Q'D --- *mm RI:Q1) .ya FMN. 1 i/4' OVERLAP HwdW lmk ® Lap Siring FOUNDATION EXTERCR SHEATHING WATER RESISTIVE BARRIER HardieWmp a Equndmt M (� HardieTrkn ®Boards ^ a . ,C) LS INTERIOR SHEATIING Ha7x:Plmk dD Lap Siding EXTERIOR SHEATHING FRAMING INTERICR SHFATNNG WOW FRAMING STAIR TOWER ALCOVE ELEVATIONSIDING & TRIM AT WINDOW SIDING INSIDE CORNER 1 3116'= T-0"1 1 112' = T -w 12 1 112"= l -O" 235# ARCHITECTURAL GRADE COMPOSITION SHINGLES ON'HYDROSHIELD LT SYNTHETIC UNDERLAYMENT ON 19/32" O.S.B. SHEATHING (5/8"CCX AT EAVES) 2X6 WHITEWOOD FASCIA BO 5' FASCIA GUTTER IT HARDI PLANK SIDING W/ 10 314"T.W. ON TYVEK DRAINWRAP MOISTURE BARRIER ON 1Y2' COX PLYWD. SHEATHING. 6 114" HARDI PLANK SIDING V HardcePlmk ® Lap Sidfng W/ 5" T. W. ON TYVEK DRAINWRAP SPR AP. MOISTURE BARRIER ON Tn r W 1/2" COX PLYWD. SHEATHING. INTERIOR SHEATHING - WOOD FRAMING 4- WIDE (NOMINAL) WATER RESISTIVE BARRIER HARDI TRIM CORNER BOARDS. 7-7-21 =a INSULATION WOOD FRAN WHERE REDID 4' WIDE (NOMINAL) A4.3 HARDI TRIM HORIZ & VERT. BOTTOM PLATE BATTS AT ALL WINDOWS 00 Of a: MOISTURE BARRffR� CONCRETE SLAB MASONRY FOOTING `. rn� ® Lap Siding WOOD FRAMING WATER RESISTIVE BARRIER HardeWrop - or Equivalent EXTERIOR SHEATHING a F_MIN. 1 1/$ OVERLAP INSULATION WHERE REO0 1 1 i HWmPlmk OD Lap Skiing INTERIOR SHEATI EXTERIOR SHEATHING WALL FRAMINGSTARTER STRIP 1/4" GAP, W NOT CAW( ROOM AS RFIASHING TRIM AROUND OPENING RKTUREHadroTrkn0 Boards PENETRATIONLEAVE APPROPRIATE GAP AND CAW( WATER FESISTIVE BARRIER IEQ WIIERF IONRE HadieWVap 'a Equivalent .MIN. 1 1/4' OVERLAP Hard~ dD Lap Siding SIDING HORIZONTAL LAP VIEW SIDING AT FIXTURE PENETRATION 17 1 1/2' = 1'-0" 18 t 1/2" = 1'-T HardNPlmk ® Lap Sing �- EXTERIOR SHEATHING WATER RESISTIVE BARRIER HadieWFlp - or Equivalent MIN. 1 1/4' OVERLAP ,STARTER STRIP MN. 1' - 2' CLEARANCE DEPENDING ON SPECIFIC HARDIE ZONE PATH / DRIVEWAY / SLAB INTERIOR SHEATHING HardcePlmk ® Lap Sidfng -- INSULATION SPR AP. r� LU Tn r W WHERE REQ'D 2-31-21 Z 0 SPR AP. Z WATER RESISTIVE BARRIER LO � 7-7-21 =a HardeNrsis y or EqukvW WOOD FRAN INSULATION WHERE `V A4.3 FILE NAME A43RID2EL3 o REQUIRED INTERIOR St 00 Of a: i EXTERIOR S MIN. 1 i/{ OVERLAP — �-- — — — — O EXTERIOR SHEATHING STARTER STRIP - - Of Q O Y) WATER RESISTIVE BARRIER C) fD MIN. 6' GRADE CLEARANCEgggR / HmdieWmp . a Equivalent Z' a GRADE LEAVE APPROPRIATE GAP --- FLASHING TAPE AND CAULK FOUNDATION O HardePlmk ® Lap Siding M HardieTrkn ®Boards ^ a . !/� SIDING AT HARDSCAPE SURFACES I/� SIDING GRADE CLEARANCE //� SIDING AT DOOR / WINDOW JAMB 2 2 t in" = l' -O' 2 3 1 112' = V -T 2 � 1 1/2" Zu o W U ill W -� w H J �U a Z Y VJ Z O U) LLJ ~W W G VJ O W �Qw LL / Q V W :t N Z Lo LO U) U 6 -- J SPR AP. r� LU Tn r W LO (10 2-31-21 Z 0 SPR AP. Z a LO � 7-7-21 =a IR Z § _ `V A4.3 FILE NAME A43RID2EL3 o `W 00 Of O i U)aLo VJ Z O U) LLJ ~W W G VJ O W �Qw LL / Q V W :t N Z Lo LO U) U 6 -- J SPR AP. 5-16-22 4 J 2-31-21 N SPR AP. rr j� V/ 2 SPR AP. 7-7-21 Z STUDY 1 5-28-20 RIDGEVIEW SIDE ELEVATIONS A4.3 FILE NAME A43RID2EL3 I JOB ]# 2007 VJ O O V Of Q O Y) m C) _W Z' a O O W M c _ 1 ^ a . ,C) LS cgo E,NNETHA PAULSEN - �-jCS KIPP mjmn till PORTLAND, OREGON 9, OF 6 5 SPR AP. 5-16-22 4 SPR AP. 2-31-21 3 SPR AP. 8-23-21 2 SPR AP. 7-7-21 1 STUDY 1 5-28-20 RIDGEVIEW SIDE ELEVATIONS A4.3 FILE NAME A43RID2EL3 I JOB ]# 2007 1< ELECTRIC TRANSFO COMMUNIC PEDESTAL RIGHT OF WAY FOR IRRIGATION DITCH RECORDED NOVEMBER 18, 1940, BOOK 207, .PAGE 300. LANE COUNTY DEED RECORDS. CENTERLINE OF ABANDNEON N�T7540' DITCH AS SHOWN ON SURVEYRRIGAFOR SPRINGFIELD 4g95 W Ip2/5, SCHOOL DISTRICT. (CSF 33051) TAX LOT 4301 TAX LOT 4302 I 1 ry222TAX LOT 03 TAX LOT 380 , Sop S'' •' _ _~ J z o3.WIT 43 1 CPO 0 \ \_ 1 WALNUT /WALNUT �6 I \.REDWOOD x , \T \ \ \ ` I Ix TAX LOT 3701 STORAGE TRAILER / �$ x BARN TAX LOT 3700 5.Ga 14. / / f 7 'E x SHED bDO. I AR , nP, S89'44'00'E� 238.24' T, m _— 'BOSH OLLARDI ---- 89'44'00 E 85.00' 589'44' THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD VICINITY MAP N.T.S. TIME OF TRAVEL ZONE MAP N.T.S. 20 YR TIME OF LEGENDS CLIENT: RIDGEVIEW GARDENS LLC DRAWN By TB 40.00 FOOT WIDE MONUMENTS FOUND: 5/8" IRON REBAR REVISION DATE: 3oallo. 2020—TOPO-039 WITH YELLOW PLASTIC CAP (YPC) � 0 STAMPED "DANIEL W. BAKER PLS N 4 M RFi£FfNCE MON. EASEMENT FOR VEHICLE PARKING, ASPHALT COMPUTED POINT DO w Sf�38 CONTROL POINT (CP) PARKING ® SANITARY SEWER MANHOLE. (SSMH) ® TAX LOT 3900 LOTyr f STORM DRAIN MANHOLE (SDMH) ' ASPHALT .WATER METER (WM) i O WATER VALVE (WV) CONCENTRATION (99YR TOT) UTILITIES RECORDED 2-08-2006, GAS VALVE (GV) f ,pp O PARKING LOT U LIGHT POLE (LP) Ci. - -'' NORTHWEST RECEPTION 2006-008767, LANE SANITARY SEWER LINE ,� I STORM DRAIN LINE TAX LOT 3600 J � i TAX LOT 380, 1a, DEEDSDS AND RECORDS. J, PER THE WEB SOIL SURVEY. WATER TABLE DEPTH WAS MEASURED AT ¶u Q 11 FEET BELOW GROUND SURFACE. SEE GEOTECH REPORT BY PBS ^ a UNDERGROUND TELE—COMMUNICATIONS LINE DATED SEPTEMBER 22, 2020 FOR SPECIFIC SOIL TYPES, REPORT TO e" BE INCLUDED WITH THIS SUBMITTAL. OH --- iw OVERHEAD UTILITY LINE 2. PER FEMA FIRM PANEL 41039C1162F, THIS PROJECT IN OUTSIDE X ASPHALT o ffi b 3. FIRE HYDRANTS LOCATED 250 FEET EAST AND WEST OF ENTRANCE o ON THE NORTH SIDE OF MAIN STREET. VICINITY MAP N.T.S. TIME OF TRAVEL ZONE MAP N.T.S. 20 YR TIME OF LEGENDS CLIENT: RIDGEVIEW GARDENS LLC DRAWN By TB 40.00 FOOT WIDE MONUMENTS FOUND: 5/8" IRON REBAR REVISION DATE: 3oallo. 2020—TOPO-039 WITH YELLOW PLASTIC CAP (YPC) � 0 STAMPED "DANIEL W. BAKER PLS N 4 M 1978" UNLESS OTHERWISE NOTED. EASEMENT FOR VEHICLE PARKING, Q COMPUTED POINT DO w Sf�38 CONTROL POINT (CP) I� >&Xx4 ® SANITARY SEWER MANHOLE. (SSMH) ® VEHICLE PEDESTRIAN ACCESS, AND f STORM DRAIN MANHOLE (SDMH) ' ASPHALT .WATER METER (WM) ZONE OF SUBJECT PROPERTY O WATER VALVE (WV) CONCENTRATION (99YR TOT) UTILITIES RECORDED 2-08-2006, GAS VALVE (GV) f ,pp O PARKING LOT U LIGHT POLE (LP) Ci. - -'' NORTHWEST RECEPTION 2006-008767, LANE SANITARY SEWER LINE ,� r '+ STORM DRAIN LINE NOTES Tax Lor 3soo: WATER LINE COMMUNITY CREDIT COUNTY DEEDSDS AND RECORDS. GAS LINE PER THE WEB SOIL SURVEY. WATER TABLE DEPTH WAS MEASURED AT ¶u Q 11 FEET BELOW GROUND SURFACE. SEE GEOTECH REPORT BY PBS UG UNDERGROUND TELE—COMMUNICATIONS LINE DATED SEPTEMBER 22, 2020 FOR SPECIFIC SOIL TYPES, REPORT TO UNION BE INCLUDED WITH THIS SUBMITTAL. OH --- iw OVERHEAD UTILITY LINE 2. PER FEMA FIRM PANEL 41039C1162F, THIS PROJECT IN OUTSIDE X ASPHALT o ffi b 3. FIRE HYDRANTS LOCATED 250 FEET EAST AND WEST OF ENTRANCE o ON THE NORTH SIDE OF MAIN STREET. 4. CLOSEST LTD BUS STOP SHOWN ON THIS PLAN SHEET. PARKING 5. NO :TREES OR SIGNIFICANT VEGETATION ON SITE. 6. SITE LOCATED IN ZONE OF CONCENTRATION (99 YEAR T.O.T.) PER Q SPRINGFIELD WELLHEAD PROTECTION MAP. yIp d 9t�VI� LOT 3 o �In 1°' w DRIFTWOOD BAR &GRILL S�1�I202z. �_ I pg IO�to 1 + wi 7.00' WIDE PUBLIC UTILITY. 5.00' WIDE SLOPE AND STORM SEWER u .EASEMENT, RECORDED 2-08-2006, SDMH SSMH EASEMENT, RECORDED MAY 16, 1956, ,r RECEPTION NO. 2006-008769, RIM: 498.07' RIM: 498.]5' REEL 2870, RECEPTION NO. 47292, ® x i LANE COUNTY DEEDS AND RECORDS. I.E.: 490.06'. LE.: 489.58' LANE COUNTY OFFICIAL RECORDS. Lro BUS STOP SSMH Too' � RIM: 499.37' 24' ENTRANCE CONCRETE SIDEWALK g- SS MMN S ORE o40& —► 'CP.¢G' P. 589'44'00 40.00 - '-- _-- -- - - � – I.E.: 48816' CONCRE' CURB.' D GUTTER 24' NTRANCE 5' SIDEWALK BIKE LANE 9- I—T— 53-42" - ST MAIN Sp SU SO $➢ SO SO �- S 50. SD S3 S➢ TRAVEL LANE "' _. ----' W —'—V' __--- W w -- s SOMH TRAVEL LANE ST. (MeKENZIE HIGHWAY #126)— g a RIM: 499.48' E. 491.40' — — — — — — — — — — — — — — — — —MAIN CENTER TURN LANE i— - _ _ — i -ASSESSOR'S MAP NO. 17-02-33-32 TAX LOT #3800 — — — — — — — — — — — — — — — — — — — — VICINITY MAP N.T.S. TIME OF TRAVEL ZONE MAP N.T.S. 20 YR TIME OF LEGENDS CLIENT: RIDGEVIEW GARDENS LLC DRAWN By TB 0 Roberts Surveying, Inc. P.O. BOX 7165 S Springfield, Oregon 97475 eld, I Bus. (541) 345-1112 MONUMENTS FOUND: 5/8" IRON REBAR REVISION DATE: 3oallo. 2020—TOPO-039 WITH YELLOW PLASTIC CAP (YPC) � 0 STAMPED "DANIEL W. BAKER PLS N 4 M 1978" UNLESS OTHERWISE NOTED. y E: Q COMPUTED POINT DO w Sf�38 CONTROL POINT (CP) I� >&Xx4 ® SANITARY SEWER MANHOLE. (SSMH) ® SANITARY SEWER CLEANOUT (SSCO) ® STORM DRAIN MANHOLE (SDMH) W .WATER METER (WM) ZONE OF SUBJECT PROPERTY O WATER VALVE (WV) CONCENTRATION (99YR TOT) GAS VALVE (GV) ZONEOF CONCENTRATION I O (99YR TOT) U LIGHT POLE (LP) Ci. - -'' UTILITYROLE (UP) " WW SANITARY SEWER LINE N ST— STORM DRAIN LINE NOTES —W- _-- WATER LINE L EXISTING SITE SOIL IS SALEM URBAN LAND COMPLEX (#119) -----G— - GAS LINE PER THE WEB SOIL SURVEY. WATER TABLE DEPTH WAS MEASURED AT C Q 11 FEET BELOW GROUND SURFACE. SEE GEOTECH REPORT BY PBS UG UNDERGROUND TELE—COMMUNICATIONS LINE DATED SEPTEMBER 22, 2020 FOR SPECIFIC SOIL TYPES, REPORT TO BE INCLUDED WITH THIS SUBMITTAL. OH --- OVERHEAD UTILITY LINE 2. PER FEMA FIRM PANEL 41039C1162F, THIS PROJECT IN OUTSIDE X 6' CHAIN LINK FENCE LINE 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. 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' (NAVD 1988) 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. TOPOGRAPHIC SURVEY SW1/4 SECTION 33, T17S, R2W, W.M. SPRINGFIELD, LANE COUNTY, OREGON CLIENT: RIDGEVIEW GARDENS LLC DRAWN By TB 0 Roberts Surveying, Inc. P.O. BOX 7165 S Springfield, Oregon 97475 eld, I Bus. (541) 345-1112 DATE: AUGUST 25, 2020 REVISION DATE: 3oallo. 2020—TOPO-039 SHEET 1 OF -1 v a N++ � 0 N 4 M M �jw W o Q DO w Sf�38 F h O o W �Ca mea F. O h O � Q O U z SHEET C1.0 N++ � 0 N 4 M M �jw W o Q DO w Sf�38 S�� a w SHEET C1.0 0 � 0 r^ rN O m Q O U z U € W N ry1 QE) H °..3 C Q w v 1 SHEET C1.0 0 Y rN O m Q n U z U € W 2r ry1 W H °..3 0 0., Q w SHEET C1.0 THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD e b LEGEND BOUNDARY LINE """- - --. - --- ADJACENT LOT LINE EXISTING V CONTOUR LINE -I PROPOSED T RM '�� ��Il(1" PLANTER 1 ��'SOn ���� "'-,..� - - EXISTING CURB & GUTTER � (510 SF) BUILDING 2 s0��` ,'k:"'+�,,, CB i 444 - -8"W- - - EXISTING WATER MAIN ff ELEV. = 500.25 r a,�\ 1"' • RIM -499.50 PROPOSED STORM Dc 3 STORIES �� PLANTER #2 �y (W) EXISTING WATER METER ' I - 18 UNITS ? "`'`. ".". U)/ ""'`�� 438 5F HAND RAIL A500.48 AG „ ?"� "� "-� �"•--...( ) 6.37' ti EXISTING FIRE HYDRANT m o EXISTING WATER VALVE SINE. _ p ' `" , � � , "3 BICYCLE t 1�"�j PARKING �I �� - 1"W - PROPOSED WATER LINE 30' 0 30' 60' z �l�iJ// PROPOSED WATER METER . l 99.90 TC 1 1 k - - 1 �.00 UTIL "``{4^3 40 A�'. "' - 7 A t ex,.F �0 - (" -12'SD-T EXISTING. STORM DRAINAGE SYSTEM. �l .., y,, , +• ` urlL EXISTING CURB INLET - I 499 90 1 > � � � ��• � rc � � �` GRADING LEGEND � a F AC - S,499.40 AC - .`' t i}�"F AD AREAADTRAINCONCRETE t i -12 "ST PROPOSED STORM DRAINAGE SYSTEM t I 5 SIDEWALK I Q PROPOSED AREA DRAIN BW BACK OF WALK t♦ - y 499.13 AC AC �q•�,�a H (TYP.) I (. Opti CB CATCH BASIN SD s` Q'y'r -8'WW -- EXIS WASTEWATER SYSTEM ELEVATION 1nv� TING ELEV ELEVATION �.. FF FINISH FLOOR EVATIO G `, I 6"WW-o PROPOSED WASTEWATER SYSTEM EX EXISTING ` BUILD NG 3 q # y 98.85 TO TC TOP OF CURB HE ELEV. = 500.25 3�', m I 1 #�- + � e. '498.35 AC - `. ry BUILDING 1 u.I OHO ------- EXISTING OVERHEAD UTILITIES HP HIGH POINT 3 STORIES m FF ELEV. = 500.25 I S SLOPE 18 UNITS -- 498.35 AC l � 3 STORIES DRAINAGE DIRECTION ,) w ;PROPOSED RAN P 19 UNITS - - EXISTING STREET LIGHT �� GARDEN - `, a, A = (1 544 SF) (,: C EXISTING UTILITY POLE 5' SIDEWALK I',---........ a ? -- EXISTING N PEDESTAL YP. s '499.90 n49940 EXISTING PHONE PEDESTALBICY J PAING EXISTING CENTURY LINK CA BLE s sy , CTL p BICYCLE h PARKING " 499.15 AC -G- - EXISTING GAS LINE 49 T 9.40 � _ °o$ E 500.40 TC I I' C I PROPOSED SIDEWALKSEE DETAIL ON SHEET - I 1 11 1. 1 ! u H __ E -! €°.��1 AC - t� �--"_ -__ �] C-3.2 ---- -- "_ --- --UTII .-- -rte y' ..,,- -. _ ', 4 PROPOSED HEAVY .SECTION ASPHALT SEE 4 Ga _ . DETAIL ON SHEET C-3.2 r� EXIsnNc - 4ss.a0A�- ° v �; � �� .._� • � - - - -- r �� PAVING NOTES: 4Q--AC-- TRANSFORMER - --� 1.' �T = �_�44 ,i" PROPOSED LIGHT SECTION. ASPHALT SEE 1. ALL WALKWAYS AND ADA ACCESS WAYS SHALL HAVE 49.99 b AC�` c 1 DETAIL ON SHEET C-3.2 CROSS SLOPES LESS THAN 2%. 499 9 EX AC pp 2. ALL WALKWAYS SHALL HAVE RUNNING SLOPES LESS THAN �� 34 5% OR INCLUDE LANDINGS AT EACH END. \` r Sy 3. ALL ADA RAMPS SHALL HAVE CROSS SLOPES LESS THAN EXISTING ASPHALT - ' 2% AND RUNNING SLOPES LESS THAN 8.33%. _ PAVING DRAINS TO t T I COLLECTION AREA - I 4. WHERE NEW CURB AND GUTTER ENDS AT THE DRIVEWAY ~` THEN TO STORM LINE ti 111 STORMWATER NOTES: ON MAIN STREET (FAST SIDE OF DRIVEWAY), GUTTER BAR IN STREET \ I 1. EXISTING SITE SOIL IS SALEM URBAN LAND COMPLEX (#119) PER THE WEB V - i SOIL SURVEY. SEE GEOTECH REPORT FOR DETAILED SOIL ANALYSIS. SHALL TRANSITION FROM 6.25% TO MATCH AC SLOPE INTHE FINAL 3'. 2. EXISTING SOIL IS HYDROLOGIC GROUP B, PER WEB SOIL SURVEY AND 11 - EXISTING ASPHALT PAVING TO BE INFILTRATION IS PROPOSED TO BE THE PRIMARY STORMWATER DISCHARGE. 1> SAWCUT AND CURBED 3. INFILTRATION RATE DETERMINED FROM TESTING PERFORMED BY PBS. FULL C +c '; ' WITH 5'. SIDEWALK ON ( GEOTECHNICAL RESULTS CAN BE FOUND IN GEOTECHNICAL REPORT PREPARED app �I EAST SIDE 1 BY PBS. 443 4. SANTA BARBARA URBAN HYDROGRAPH METHOD UTILIZED FOR STORMWATER CALCULATIONS AND FACILITY SIZING. FULL STORMWATER REPORT PREPARED BY 0 "- t- A&0 ENGINEERING ATTACHED WITH SITE REVIEW PACKET. EX WW LINE TO BE VERIFIED 5, STORMWATER PLANTERS 1 & 2 OVERFLOW AND DISCHARGE. INTO EXISTING BEFORE BUILDING {CJI p 42' SD UNDER SIDEWALK IN MAIN STREET. PERMIT ARE SUBMITTED ^t 440 40.00' aomr 6. BUILDING AREAS STRIPING NOTES: ACCESS & UTILITY �ti 1. STRIPING ON ASPHALT SURFACE TO BE WHITE. AC EASEMENT APARTMENT BUILDINGS i & 2 6767 SQ.FT. FLOOR 9530 SQ.Ff.R00F APARTMENT BUILDING 6230 SQ.FT. FLOOR 8774 SQ.FT. ROOF EX WW MH PROPOSED EX SD MH 8" FL OUT (E)=489.58 499. C CENTERLINE _ TOTAL BUILDING AREA 19764 SQ.FT. FLOOR 27834 SQ.FT ROOF 2. STRIPING ON CONCRETE SURFACE TO BE YELLOW. 42" FL OUT (W)=490.06 RIM ELEV 498.75 0 4i VALVE STRIPING i. RIM ELEV.=498.07 4 t EX WW MH 7. DEVELOPMENT AREAS 8" FL OUT (E)=488.16 TOTAL AREA: 78,532 SQ.FT. 1.8 ACRES TRASH ENCLOSURE: 4 RIM ELEV:=499.16 PERCENT SITE DISTURBED = 100% 1. SEE ARCHITECTURAL PLAN FOR TRASH ENCLOSURE CUT = 3155 2 CU. YD. OF EXISTING ONSITE MATERIAL DETAIL. 8"WW FILL = 550 CU. YD. 42-SD`1 _ =� 2. CONCRETE SLAB TO BE HYDRAULICALLY ISOLATED WITH �„ t,SD- ----w �6'ww --- -- ---- W - - '-i' - i 4ii, „, 42'SD - ' T) .� - _ DRAIN ROUTED TO WASTEWATER SYSTEM. J ,-- --s- ---- -- -f, w -- ...,._.- t EXISTING EX SO MH y --- 36.00' 3. TRASH ENCLOSURE TO BE COVERED. !-DRIVEWAY 42" FL OUT (W')=491.40 I. MAIN STAMc ENZIE HIGHWAY #126 _ RIM ELEV.=499'18 LIGHTING PLAN: 1. SEE ARCHITECTURAL PLAN FOR LIGHTING DESIGN. a a � `�L�� SruCSt wcaz •� zv,z�2 'w cg �aS•o i 0 � O W c>o �aE Y Y N mG O z � `�L�� SruCSt w 0 0 0 vJ Y Y N W O z � Q W v � L) z U r� �J 0 0 vJ Y Y N W O z � Q W Q L) z U I I � - Iif PROPOSED T RM PLANTER 1 soo��TTTT TT rr 99 (510 SF) FF ELEV. = 500.25 3 STORIES 18 UNITS HAND RAIL I I 6.00 UTIL BOUNDARY LINE , I --- ----- 1 4SJ..... _ EXISTING 1' CONTOUR LINE 0 i h-# 9 J I - "WW • ',Wj EXISTING WATER METER t �, EXISTING FIRE HYDRANT 11 y IxNI n .'J EXISTING WATER VALVE W �� PROPOSED WATER LINE I r` m �i BUILD NG 3 EXISTING STORM DRAINAGE SYSTEM Q FF ELEV. = 500.25 EXISTING CURB INLET j I l 3 STORIES w_ - 92 . 31 39 o 29 , 28 ¢ 27 26 18 UNITS -{ v PROPOSED RAIN GARDEN I (1,544 SF) � _ ----------- ii I. q�) ( 1 ]6 .i ]5 ]6 T/ 1 t ]8 v ]9 6"WW 6"WW tT � I �^ � __- 94 Bb pE' 45 b5 55 L------ UTI L - r . _ _ _ l EXISTING — — — — • — — • — �— \ 6 _� i7 —!7 -- TRANSFORMER, TRANSFORMER, ' p NI A r � j PROPOSED STO PLANTER #2 (438 SF) 1 6.3 Jj X � nom{ f n l S2 i'� 11 J/ F— 19 1 99 99 1 19 1 E9 I Z9. n� 50 . 1900 THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD 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 NOTES: 1. WASTEWATER CONNECTION IS PROPOSED WITH NEW PUBLIC MANHOLE ADJACENT TO MAIN STREET. �y FRANCHISE UTILITIES: 1. ALL 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. I y. i UTIL - j x . STORM PLANTER #1) BOTANICAL NAME SIZE SPACING COMMON NAME Juncus patens 4" POTS 1' Grooved Rush 510 TOTAL GROUNDCOVER. PLANTS GAL POTS AT 12" INTERVALS THROUGHOUT THE PLANTER. PLANTING TO BEGIN 6" FROM EDGE OF RAIN GARDEN RE HRIMMM�PPDC ':a B I , . &V{I(gMV � � FVMILi PAO �- I { I 2�.8' SCgLE' 1 "=30' 30' 0 30' 60' LEGEND — BOUNDARY LINE I --- ----- I 4SJ..... _ EXISTING 1' CONTOUR LINE 0 i EXISTING CURB & GUTTER —8'W - EXISTING WATER MAIN • ',Wj EXISTING WATER METER t �, EXISTING FIRE HYDRANT 11 y 1 .'J EXISTING WATER VALVE W �� PROPOSED WATER LINE r` PROPOSED WATER METER STORM PLANTER #1) BOTANICAL NAME SIZE SPACING COMMON NAME Juncus patens 4" POTS 1' Grooved Rush 510 TOTAL GROUNDCOVER. PLANTS GAL POTS AT 12" INTERVALS THROUGHOUT THE PLANTER. PLANTING TO BEGIN 6" FROM EDGE OF RAIN GARDEN RE HRIMMM�PPDC ':a B I , . &V{I(gMV � � FVMILi PAO �- I { I 2�.8' SCgLE' 1 "=30' 30' 0 30' 60' LEGEND — BOUNDARY LINE ---- - --- ----- ADJACENT LOT LINE 4SJ..... _ EXISTING 1' CONTOUR LINE 0 EXISTING CURB & GUTTER —8'W - EXISTING WATER MAIN • ',Wj EXISTING WATER METER EXISTING FIRE HYDRANT 11 y Q) .'J EXISTING WATER VALVE W �� PROPOSED WATER LINE IN PROPOSED WATER METER -- 12"SD-, TI EXISTING STORM DRAINAGE SYSTEM Q ]L EXISTING CURB INLET — 12"ST— $© PROPOSED STORM DRAINAGE SYSTEM O PROPOSED AREA DRAIN — 8"WW EXISTING WASTEWATER SYSTEM — 6'WW PROPOSED WASTEWATER SYSTEM ---OHU — EXISTING OVERHEAD UTILITIES -c EXISTING STREET LIGHT --— EXISTING UTILITY POLE Q M EXISTING TV PEDESTAL IPI EXISTING PHONE PEDESTAL — CTL -- EXISTING CENTURY LINK CABLE ---- G EXISTING GAS LINE UTIL---- PROPOSED UTILITY LINE (ELEC., TV/TEL) B —____J (if PLANT LIST (FOR STORM PLANTER #2) w SYMBOL QTY. BOTANICAL NAME SIZE SPACING — ® ® - GROUNDCOVER COMMON NAME ZONE A 436 Juncus patens 4" POTS 1' 7-f== Grooved Rush - I j 436 TOTAL GROUNDCOVER. PLANTS 1 GAL POTS AT 12" INTERVALS f r THROUGHOUT THE PLANTER. PLANTING TO BEGIN 6" FROM EDGE OF RAIN GARDEN � PLANT LIST (FOR RAIN GARDEN) SYMBOL QTY. BOTANICAL NAME SIZE SPACING I GROUNDCOVER COMMON NAME j f ZONE A 701 Juncus patens } Grooved Rush 4" POTS 1' i 1 ZONE B 843 Blechmum spicant '- 4" POTS 1' Deer Fern 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 SHEET C-2.1 Slp11AL 1W SId� N o N a n I 0 � � rn O • � O P tic), Q) a �� z do Uq mN ax. � to Q o SHEET C-2.1 Slp11AL 1W SId� N o N o n I 0 SHEET C-2.1 1 � I 0 Y tic), Q) o � to Y o CQ SHEET C-2.1 0 Y o � to Y o Z Q o z w w w a o a a SHEET C-2.1 LANDSCAPING L EXTENTS OF ROCK CHAMBER EXTEND OUTSIDE BOTTOM OF PLANTER AS SHOWN STORM PLANTER #2 TOP VIEW NTS SIDE SLOPE (ZONE B) BOTTOM (FL) OF PLANTER (ZONE A)=497.71 BOTTOM (FL) OF RAIN GARDEN (ZONE A)=498.25 TOP OF WALL=500.05 MATCH EXISTING GROUND 3: 7T, .5 f\� ;/ / GROWING NOTE: MEDIUM ROCK CHAMBER TO EXTEND 1c;7 TO EXISTING BAR RUN 1. 1.0' MIN. DEPTH ON ROCK CHAMBER. 1-1/2" CLEAN ROCK CHAMBER FULLY ROUND ROCK ENCLOSED IN FILTER FABRIC STORM PLANTER #2 DETAIL NTS NOTE: ROCK CHAMBER TO EXTEND TO EXISTING BAR RUN OR MORE 1.0' MIN. DEPTH ON ROCK CHAMBER. LANDSCAPE RFTAINING 1-1/2" CLEAN ROUND ROCK TOP OF BANK ELEVATION=498.35 SIDE SLOPE (ZONE B) PAVING PER PLAN THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD RETAINING WALL VARIES3' - ROCK CHAMBER FULLY ENCLOSED IN FILTER STORM PLANTER #1 DETAIL FABRIC NTS FL ELEVATION = 498.35 BOTTOM (FL) OF RAIN GARDEN (ZONE A)=496.24 5 SIDEWALK _ TOP OF BANK ELEVATION -498.35 WHEELSTOPS PAVING PER PLAN 12" GROWING MEDIUM 3:} i �. \� i � moiA" 7.01-1/2" 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 PERMIT PROCESS. NOTE: ROCK CHAMBER TO EXTEND TO EXISTING BAR RUN 1.0' MIN. DEPTH ON ROCK CHAMBER. cS 53" `�1PL Sllr VV10 NOTES: a z II BOX FA13taCATED FROM 0 a TO OA MATERIAL v cv �sl�3a r I Sc OUTLET 48' LONGDUCTILE IRON 5016ID JPJ) u. DUCTILE IRON RA'I'F, WV q 1,2 x&x1-g PIAN Vi.EE.?r`4T BIKE, PRGOIT IIE4VY HRAME DUTY TRAFFIC GRATE \ Fl7PPOR'T`S A.ASHI'0 a \F325 LOADi Q0 N � � DEDIMENT � Z� l— I f =T r � •� I r o I u z � : u E �SEDIMENT 'I'RA� HINGED LID II! I SIVE VIEW ISOMETRIC STATT A. F`RuVEL) AEDI[AI_T LIf'^EE7. 24"x42' 6"0 OUTLET i SAND COLLECTOR CATCH BASIN DWG # PROJ. AAN. DOUG P. per*.• PAVE G. I SCALE MWE ll D2 CiE®on Steel Haeraa SLYC'S I8i2 DATE: N, 23, 06 )&ODEL: SGB10-42HB 6 - 247 Wushinglari SE Eu9e"e, iy, 974M phr,(541) 687 — 8672 (C%'M44-0207 L EXTENTS OF ROCK CHAMBER EXTEND OUTSIDE BOTTOM OF PLANTER AS SHOWN STORM PLANTER #2 TOP VIEW NTS SIDE SLOPE (ZONE B) BOTTOM (FL) OF PLANTER (ZONE A)=497.71 BOTTOM (FL) OF RAIN GARDEN (ZONE A)=498.25 TOP OF WALL=500.05 MATCH EXISTING GROUND 3: 7T, .5 f\� ;/ / GROWING NOTE: MEDIUM ROCK CHAMBER TO EXTEND 1c;7 TO EXISTING BAR RUN 1. 1.0' MIN. DEPTH ON ROCK CHAMBER. 1-1/2" CLEAN ROCK CHAMBER FULLY ROUND ROCK ENCLOSED IN FILTER FABRIC STORM PLANTER #2 DETAIL NTS NOTE: ROCK CHAMBER TO EXTEND TO EXISTING BAR RUN OR MORE 1.0' MIN. DEPTH ON ROCK CHAMBER. LANDSCAPE RFTAINING 1-1/2" CLEAN ROUND ROCK TOP OF BANK ELEVATION=498.35 SIDE SLOPE (ZONE B) PAVING PER PLAN THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD RETAINING WALL VARIES3' - ROCK CHAMBER FULLY ENCLOSED IN FILTER STORM PLANTER #1 DETAIL FABRIC NTS FL ELEVATION = 498.35 BOTTOM (FL) OF RAIN GARDEN (ZONE A)=496.24 5 SIDEWALK _ TOP OF BANK ELEVATION -498.35 WHEELSTOPS PAVING PER PLAN 12" GROWING MEDIUM 3:} i �. \� i � moiA" 7.01-1/2" 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 PERMIT PROCESS. NOTE: ROCK CHAMBER TO EXTEND TO EXISTING BAR RUN 1.0' MIN. DEPTH ON ROCK CHAMBER. cS `�1PL Sllr VV10 N O a z N 0 a o v a. v �sl�3a fL 0. Sc w u. Y WV q mv0.ia a Q0 S; `�1PL Sllr VV10 N O W' � N 0 0 �sl�3a fL 0. Sc w u. Y S; 0 0 0 Y Q0 N � � N l— I f z r � •� ti o u z 3 u E V1 S; 0 Y l— I f z r � o W Q o u z 3 u E SHEET C-3.0 Nwwxr.: ONE aiI e CERTIFIED x, HEATED "ORIGINAL PF FLIP TOP FIBERGLASS ENCLOSURES: SPECHICATION: ll,wod.acce, ecinficiI 1060, shall be Inch e° Ik. dei m p' p lyoa ter rc.ln poinverred with fibeVanas kowd Molded extrnorra will be s snewrl, yuht quality dc4h,prowded v,l t inhbled ep,colfic inlyLopor gel Land. N ]d d produzos zAll utilize on "IIodutoal" exterior astwith the sa gI Leanedtush. lLwlor1rllIA1w.uL1 tk rRN) cOnl o - I' g p } v t f v Cnrizerodalluni r shockable flip hoh,dengn. firrundaturpre seeo-s 1106 lid tit ul remelclefffic valueI lid ea des g lot athce pacing r d t d I to [h'' h II hr wd Po. 1011 p tb rekfl 1 hag ddog 6 F,un on I y e r Melina n fele and T oio h dl be b - 1 too conanoo erb or Gi \SSPADT°' ho v)thm be cnelosme w"wd die" turd 'e I a ernale lock f e sccurit, 'Wtxe4- lbvtn'III prstetanohimeg and equipultonfit raw VIEPCIaturesro30'P sad be diter,sraticlly cnttol.ed. l fC or FEE listed .11 rpht Iblefn or vollno ted auheawn) willb sized to ms to ,ln, opurvao 40Fina ondancewith NYRA, 33I8&3 C: L3.21I , �rnuev bell be mounted a rtmor e ef 7 em, treone .1 tI,U",ETL zwrfi,datoNEC mro .el for urbadaesch.Fear, ,nerve writ or mottled il as rinlien. h} oth n proeeacd wim a proved fain, imvtvpting mLeplaee (GPI)o Oi 'rwiL-nf UI PIS N.F_MA.3R hw we amre", PWepm va xxrwa>on.c x nw.n.a . at. "° i h LOW PROFILE aentzlM not Box W1 Heat Old Hot Bax wlHeel Inside Width Inside Length Inside Height Heat Shipping Wei ht Pad Sore OlassPad Old GlassPad No. FIF011019022 H3.75 11 19 22 VAN 304 28.20 16G019927005 GR75 HF013027035 H81T. 13 27 35 saw 50# 36x22 CG021085005 Got !Fraternized WE HE2 13 39 28 saw 55# x 4 50 2 19 1047005 GP2 HFOIK39036 H82T 13 39 W ease 65# 50 x24 GG021047005 GP2 HF013047028 HS2S 13 47 2$ ease 70# 58x24 NIA N/A HF013otation H62ST 13 47 36 saw 100# 58x24 N/A NA HF02M70045 H83N 26 70 45 1000W 285# $2x3$ N/A N/A HKA6093045 HF028070055 H83NS H83E 26 26 83 70 45 55 1500W 150011 3654 975# 95x38 82.33 kA N/A N/A' N/A FIFn26083055 H33ES 26 83 55 16004 395# 95xmt NIA N/A HL035045035 HB3000 35 45 35 1WOW 265# 57xA7 - 6040055005 GP3000 Ht044053944 H84000 44 53 44 t000W 290.4 65x56+6055063005 2 314 6P4Gt10 HLO52061052 H55000 52 61 52 150001 4554 74x64 LrG063074005 GP50W omwrys _ MEMBERS OF: UPTOn _ TYPE _I SIrE %1PSE VOLTAGE pUPNTITY E N = 555E Em fir ALAaM ower (_,- x,.of ..NEAT _ LIBHn61 � _ m'xEx --- Job Name Contmetor -, Job Location Approval Data: Engineer Contractors P.O. No. „ Approval Date: - Representative 1 NOTE 10 N( Model 975XL ei[tix Reduced Pressure Principle Assembly Application Designed for installation on water:nes to protect against both backophonage, and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance • ASSE® Listed 1013 • IAPMOO Listed • UL® Classified Fees shut -off valves or with OSSV valves • C -UL® Classified • CSA® Certified 664.4 • AW WA compliant G51 i • Approved by the remittance 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 Cast Bronze ASTM 8 584 Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDA Approved) Buns Nitrile (FDA Approved) Polymers Noroly, NSF Listed Springs Sminieas Steel. 300 series Features Sizes: 314", t", 1-174", 1-1J2", 2" Maximuosarong water pressure 175 PSI Maximum wraurs; water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI 61.20.1 Options (Suffixes can be combined) ❑ - with full port OF ball valves (standard) ❑ L - less ball valves. male pipe thread ❑ U. - with union ball valves ❑ ED - with integral roller valve monitor switch ❑ S -. with bronze "Y` type strainer ❑ BMS - with battery operated rnanieir switch ❑ FOR - with fire hydrant connection; 2" only ❑ FT - with integral male 45° flare SAE test Nti ng L -' TCU - with test cocks up V - with union swivel elbowsI"I & 1" & t") ❑ SE -with street elbows (314" Accessories ❑ Air gap (Model AG) ❑ Roper kits ❑ Thermal expansion tank (Midi. XU ❑ Soft seated check valve (Model 40XL). ❑ Shock arrester (Model 1250XL) ❑ OFSET Quick Test Fitting Set ❑ Ball valve handle Icerks (- Relief Valva discharge port: ® L 4 314" 1" - 0.63 sq. s9 a. t 714"-2" 1.19 Jn. 1a p O ' i Dimensions & Weights (do not include pkg.) tum 1eM51den, LLC 1 Wilkins nev.0 1747 a worwee Way Paso Robles 9A Us A 94446 Pb. e55-80'99816 For We 236-t766 Dai '.614 In(wride 1 tarn lMuetllea LimRetl revurnenNo. a-97542 $544WOVa Drive M'uv5seuge.Ontare L4llL2 PhAow4lewsFaxe'JS4ro-Y2w Prooucl No.[Ater975xr OVERHEAD 'B' WITH FDC TOTE 9 Ni NOTE 9 Page t of 2 FIRE SUBMITTAL DATA SHEET (888) 345-6675 (501)791-1800 Fax (501) 791-1801 uashieldenclosircS.cow' • Easy Access • Removable Top and Panels • Lockable for Vandal Protection • Freeze Protection (-30F) • No subassembly required • Oversized Drains at Enclosure Grade • Structurally Rigid Insulation • Simple Installation • Mounting Hardware Included STANDARDS & CODES • ASSE 1060 • ASTM I3209 • OSHA 1910 BFP8 SERIES 8" IN-LINE VALVE PRODUCTMATERIALS • .050 MILL FINISHED MARINE GRADE ALUMINUM • POLYISOCYANURATE INSULATION 1.S' THICK u sum r Provwe Mein. ane vandal protection nor backltow preventers reputed outside and above ground. Materials shall be (.050118 ga.) unit finished aluminum bonded to a unicellular non -wicking ioiyrne yanwate foam core insulation. Insulation shalt be 15" thick (RTO) and have a heavy black reinforced hoer on each side. gain shall be insulated and sized to accommodate maximum discharge of the backflow, preventer valve and remain closed except luring discharge of the backflow valve. The enclosure shall have fill access for testing and servicing of the backflow preventer with .tratebtrailY Placed lockable access panels. Enclosure shall be anchored to a reserve, a ad within the enclosure with ransomY lnchors ileal when required ASSE Class 1 hall b a i ( ), s e thermostatically controlled 1201H fan forced heater. Heater shall be UL or ETI_ isted and sized to maintain +40"F inside the enclosure with an outside temperature, of .3WE Heater shall have a six-foot cord and Ilug for env receptacle connection Power source shall be a ground fault interrupter receptacle supplied and installed by others_ -hurl oil u11.11 bell 6,. nm Ilnd in. -d. .dib,II cT t. -A t.."1 ,.tea.,. MODEL ENCLOSURE N INSIDE m DIMENSIONS (a nmximate OUTSIDE W CONCRETE PAD 0 SHIPPING NUMBER DESCRIPTION MODEL � DIMENSIONS ao DIMENSIONS v4F r - WEIGHT W •,�-1 W O wq a w,w"� �a 0 o w 975X2 w � a 27� B 4 DOOR PANEL tiof �c F ti WITH BALL SIZE A C 123 L O E (= 6 Tsit O VALVES in. mm in.t in, min in, mm is mm in. mm in. mm in. min as k9 314 20 12 53'W 7 3H 1 7 g 21 18 b4 3 76 3 912 89 5 127 161/8 41 0 12 5.5 1 25 93 • 7314 1g7 2918 54 3 76 3112 89 5 127 173/8 441 14 6.4 1 114 32 17 62"H 1415116 278 2 314 7a 312 89 5 127 deal 171 22 9116 573 28 12.7 11,2 40 173 10 i5t16 278. 2314 70 311? 89 5 ^.27 6314 179 241198bit2812981 BFP8-OAT 2DOOR PANEL 74"L 67'11 WN 77"L 101&16 278 2314 70 3112 83 5 127 6314 1712812 673 3d 154 tum 1eM51den, LLC 1 Wilkins nev.0 1747 a worwee Way Paso Robles 9A Us A 94446 Pb. e55-80'99816 For We 236-t766 Dai '.614 In(wride 1 tarn lMuetllea LimRetl revurnenNo. a-97542 $544WOVa Drive M'uv5seuge.Ontare L4llL2 PhAow4lewsFaxe'JS4ro-Y2w Prooucl No.[Ater975xr OVERHEAD 'B' WITH FDC TOTE 9 Ni NOTE 9 Page t of 2 FIRE SUBMITTAL DATA SHEET (888) 345-6675 (501)791-1800 Fax (501) 791-1801 uashieldenclosircS.cow' • Easy Access • Removable Top and Panels • Lockable for Vandal Protection • Freeze Protection (-30F) • No subassembly required • Oversized Drains at Enclosure Grade • Structurally Rigid Insulation • Simple Installation • Mounting Hardware Included STANDARDS & CODES • ASSE 1060 • ASTM I3209 • OSHA 1910 BFP8 SERIES 8" IN-LINE VALVE PRODUCTMATERIALS • .050 MILL FINISHED MARINE GRADE ALUMINUM • POLYISOCYANURATE INSULATION 1.S' THICK u sum r Provwe Mein. ane vandal protection nor backltow preventers reputed outside and above ground. Materials shall be (.050118 ga.) unit finished aluminum bonded to a unicellular non -wicking ioiyrne yanwate foam core insulation. Insulation shalt be 15" thick (RTO) and have a heavy black reinforced hoer on each side. gain shall be insulated and sized to accommodate maximum discharge of the backflow, preventer valve and remain closed except luring discharge of the backflow valve. The enclosure shall have fill access for testing and servicing of the backflow preventer with .tratebtrailY Placed lockable access panels. Enclosure shall be anchored to a reserve, a ad within the enclosure with ransomY lnchors ileal when required ASSE Class 1 hall b a i ( ), s e thermostatically controlled 1201H fan forced heater. Heater shall be UL or ETI_ isted and sized to maintain +40"F inside the enclosure with an outside temperature, of .3WE Heater shall have a six-foot cord and Ilug for env receptacle connection Power source shall be a ground fault interrupter receptacle supplied and installed by others_ -hurl oil u11.11 bell 6,. nm Ilnd in. -d. .dib,II cT t. -A t.."1 ,.tea.,. MODEL ENCLOSURE N INSIDE m 0\ OUTSIDE W CONCRETE PAD 0 SHIPPING NUMBER DESCRIPTION DIMENSIONS � DIMENSIONS ao DIMENSIONS v4F r - WEIGHT W •,�-1 W O wq a w,w"� �a 0 o w w � a 27� BFP&NS 4 DOOR PANEL tiof �c F ti 142T saw 56"H 1451 41'W 58"H 157'2 53"W 6"T 495# 3`8'Sfd v. 178 HS 123 L ni"W Sd"kd 6 Tsit F o BFPB OS 4 DOOR PANEL 1471 38W 78'H 145"L 41'W 80 H 157". 53'W 67 545d BFPB NA 24EY, AN"k. 471M � ,A Tf"L -t 'YYIi 6G 6T -..- r • z ,11 L) z BFP8-NAI" 2DOOR PANEL 7412 47'W 60"H 771 50'W 62"H 89"L 62"0/ 6"T 370M 6FPB OA ...': p R'I?kNE-0. 74"L d r.H.. F7K 56"11 9°E 52Ne 6"T " `# L -I zv BFP8-OAT 2DOOR PANEL 74"L 67'11 WN 77"L 7a'W fZH 89'L 82"W 6"T 445# 2020W. 38d' Street, North Little Rock, AR 72118,'501-791-1800 /Fax 501-791-1801 www.aquashieldenclosures.com DETECTOR DOUBLE CHECK ASSEMBLY 2-1Z2" - 10", ABOVE GROUND .NOT TO SCALE FA I= EWES remote reader and touch pad (provided by EWEB). = SUB standard for remote register (provided by contractor). O = APPROVED DETECTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPLIED SHUTOFF VALVES. 11. TRAP 8"ROUND GRATE DRAIN -RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE 3" VENT PIPE / NOTE: 1. TIE IN VENT PIPE A 4"PVC -/ MINIMUM OF 8" DOWNSTREAM FROM 90' FITTING ASS HOWN WASTE WATER SERVICE LINE 2. ADD AUTOMATIC P -TRAP WATER FEEDER. TRAP DRAIN DETAIL 3' TRENCH ~- WIDTH 7 3' COVER 1 1' FIRE FINE DOMESTIC WATER LINE JOINT TRENCH DETAIL WATER 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 d) 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 13-4-5.4.1). 5. Bore -sighted drain to daylight. 6. Compacted gravel or undisturbed base. 7. a door or other access shall be provided. 8. All assemblies2-Nz" 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. U (/) N F-� m 0\ �i W 0 t- t?Q V � a ao N v4F r - a P U o,o o ez! W •,�-1 W O wq a w,w"� �a 0 o w w � a 27� W tiof �c F ti `aV C/ (/) N O w4 C9 O 0.x �I W $ w m 0\ Z) W 0 V C/ (/) 0 V � Q Y c� 0 Q0 �Z�) lJ O C/ SHEET C-3.1 0 Y 0 O F o Da Q 1 u z L) L -I SHEET C-3.1 BLUE BACKGROUND In DISABLED PERSON PAVEMENT MARKING NTS 2' WHEEL STOP } PER PLAN 4" WHITE STRIPE 4" WHITE PAVEMENT STENCIL WHITE BORDER POLE MOUNTED ADA SIGN 2' (TYP.) CURB PER PLANS SURFACE 4" WHITE STRIPES PER PLAN ACCESS AISLE 60" MIN. (96" MIN. FOR VAN ACCESSIBLE LOADING PER ANSI Al 17.1) 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" GALVANIZED COUPLER SET IN CONCRETE 18" CONCRETE 2" ROUND GALVANIZED POST TREADED ON ONE END POLE MOUNTED ADA W/VAN ACCESSIBLE SIGN DETAIL LIGHT PAVEMENT SECTION DETAIL NTS 3" LEVEL 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. NTS. U -LINE 1 -LOOP WAVE— (U AVE—(U SHAPED) STYLE BIKE RACK, W/BLACK POWDER COATING, OR EQUIVELANT. 4"' THICK CONCRETE PAD 3,000 PSI MIX OVER 2" CRUSHED ROCK. r 7'-0" c L 2 TYP, BICYCLE PARKING DETAIL NTS SIDEWALK WIDTH PER PLAN 6., DUMMY JOINT 1/4" DEEP V" GROOVE m. 3,000 PSf ° ° CONCRETE 2" MONOLITHIC CURB/SIDEWALK NTS 3/4" RADIUS AC PAVING PER PLAN BATTER 6:1 HEAVY PAVEMENT SECTION DETAIL NTS 1 -loop Wave Style Bike Rack - 3 Bike Capacity, Black �- 0p.aia wyxlh loax tar crown. wn uepp'g. d [rosiness tll9n('Jg + lAgaut]e steel with tAtreGf.apowdar cuafng. + 25l8" +5ameter ew. ..onarzig tnPu�9 Fah <3wolpcaM sePPcateiy. 5/9"P)PI H a,oles 1 �(2)Ylaces ELEVATION VYEIGNT: 3201bs, " ". CONCRETE:_ II Fo= 4,G P. 11123 Dap: S " REINFORCING: Y21-n°Feoer SECTION A&c'N R$15 Grade 90 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 C.0 O 0 N O CIO � 8 Y • i�+I w o � � V Y f/1 W O H I z L) r � z o W 3 � N SHEET C-3.2 O 0 N O Y �J N Y f/1 W O H I z L) r � z o W 3 � N C 0�. a D > C R, I SHEET C-3.2 0 Y t[J Y f/1 W O H I z L) r � z o W 3 o v C 0�. a D > C SHEET C-3.2