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Plan, Final APPLICANT 4/30/2020
D 0 0 PROPERTY . LEGAL DESCRIPTION Parcel I13S3S Game Farm Road Map 17 03 15 A0 Tex Lat 25t]ti.i: Real property hAhe County of Lane, state of Oregon, described .as follows: Beginning :at the northwest : -drner of the ill H., N; Stevens :D.L.C. tea. 46 in Township 17 :South, Range 3 West of the Willamett6 N€eridian th. 0 a{ortg the; north line of:said W. H. Stevens D:L.C..No. 46, as said line is defined in C.&.F. No. 20782 on file'ln the. office of the.i:ane County 5.urveyor, North -89'59'. 16" East 2455,70°feet to a point, said po€nt being of record as tnerking h te inierssyction of the north line, of the W.H. Stevens D.I.C.-No. 46 and the .centerline of County Road No. 3.; thence, continuing ais�ng the foie described. north line North 89b 59' 16 East 440.46 feet to a:piaint, said point:be n the .northwest corner of tha% i+ertaln,tract,of land described in a Warranty D.t:ed recorded.April 13, 2005; Document No. 20.05-026173 Lasie:County Oregon- beeds°arid Records; thence leaving said'north,line,and running along.the west.. boundaryof said last tlesc}ltaed tract `.South Ur 07' 16" West' 12,25 feet to a point referenced; by a. 5/8" rebar set .on the south margin of beadmand Ferry Rciad; said paint being 35.0 feet sautherly:of, when measured at right angles to, the centerline of Di I OPP. Fel raj Rtiad,:°said.point.atso being:the True Point -of Beginning, thence. continuing along said west boundary,5outh 00°<.07' 16" West .22-5.50 thence leaving said west boundary and.running:south'89" 59' 16" bWest.231,53 feet:to a point on tti and bvundary.af that certain:tract ofland conveyed-to,the City of Springfield through a Warranty Deed recorded June 7, �2fibS,.Document:No. 2005-04150.1 Lane:County Oregon Deeds and Records; thence along said east boundary North 32`' '('ECT: PATRICK BICKLER� LLC 44";West 132:4 feet.to a point that;is opposite and 46;00 feel.easterly af'Engi.nei rs Centerline Station L 26f97.7i1 ARCHITECT: P :C„ thence :continuing along'the.said easterly boundary North :3T' 10' 18" West :11;27 feet to a point -apposite an(! 1313 MILL ST. S.E., SUITE 201 45.13 feet easterly Of Engineers Centerline Station L 27+18.02 P:O:G; thence South.67° 55' S9" tNest 0:33 feet16 a point: SALEM, OR. 97301 cin the .easterly boundary .of that certain tract:of land conveyed to the City of'Springfielt3:through:a V1larianty Deer $$ 7046 recorded :November 3, 1993 Retep. No, .9371060 Lane County Oregon beeds'and Records; thence slang t- easterly boundary O said last described tract the fallowing three (3) courses and distances, 1) along the arc of a 273400 foot e r 'ht the chard of which bears t�arth.10"47' 28" West 74.45 feed a distance of 74 68. feet, 2} along the arc radius curer .ag o3'a.20:00'fort. radius :curve right (the chord of which bears North 43° 31' 00" East A.00 feet) :a dlstance of 32:,44 feel. ° " East:.27.00 feet :thence Ngrtii'00° .00' 44" 'West 9:49 feet �t�o :a point on the :south: margin of i3ixd 3) North 89 .5s 16 , DIeadniand. Ferry Road, said paint being 35,0046A southerly of, when measured at'right angles to the centerline of SITE REVIEW FOR: ARMROAD A M�EF 3t53t5 G SPRINGFIELD OREGON PROJECT DIRECTORY PROJECT SUMMARY .. OWNER: PROJECT DESCRIPTION: THE ESTHER AT RIVER BEND NEW THREE STORY ASSISTED LIVING CARE FACILITY WITH A TOTAL OF FALK INVESTMENTS -SPRINGFIELD II, LLC (103) ASSISTED LIVING SLEEPING UNITS & (1) HOSPITALITY UNIT WITH 3300 NW 185TH AVE. #339 PARKING LOT AND SITE LANDSCAPING ON A PARTIALLY DEVELOPED SITE. onQTi nein naFrnN 07929 TELEPHONE: 541-941-7801 EMAIL: zackfalk@onelifeinvest.com OWNER REPRESENTATIVE: ZACK FALK Deadioond t eery Road, thence. along the south ?margin:of Dead grid Ferry Road -89` 55` East 275.81 fee -to the r poiri;t cif Beginning, ail in Lane County Oregon portal 2 (385 Deadmond Ferry Road Map 17 03' 15 40 :Tax Lot 24001 tri he'Coun ,of Lane, 5#ate of t regori, clestribed as follows Begindirig at the northwest corner dfI Real property t .. V+l}tllarit H SCeverrs.:i7ohation Land`Clalm No:. A`6, in 8ectian 15, Township 77 south; Range 3 West of the lNf ami Nleridiari, thence North 89" 5la' Easi;'2895;88 feet to`a poJriC Matke`d * an iEoh pin on the north }irse of Said l3onati Land ;Claim and':5.'0 fee# sout}a :of `tile centeri€ne of CQitnty Road No 90, said<paint;being.the irue Point of `Beginrlll thence 'l5lortii 89' 56' East, 1T5 0 feet ;along the north line ;of said Donatlan Land: Claim' and 5.0- feet.'Wit, of t centerlipe. of said road. tp a ;point .marked. by an Iran pipe, the>ice South 250;{10: feet to a .point ,,larked by all Iron: pi thence.'South 83'56' we$t 17.50 feet along a:iine parallel iuith the:north line of said Ronation Land Clasrr to a. p marked by an Irpri pin; thence North 250.0 fee# to the r.pePaint of 9eginnii g, intone County; Oregon. Parcel 31377 beadmond Ferry Road, Man 17-03 15-40. Tax Lot.2300): e in.# `Gouty >of Lane; State:`of Oregon :describeid as follows.. Beg€ening at.a paint which i5 on the Doi Real prep �' ... :Countyof line of the., tNiliam. Ii. -Stevens. Donation Land Claim No 4 Township 17 :South; Range 3 West: of tfie, tlNillarne ersc3iari', said:67518 fee#;S.auth 89°.55' East:from the intersectio tvin af:Coiznty Roads No 3 and No 90. {whicfi :said poi,, o descriiied"as bele 2455.70. feei,'Sou#h ;3,9.° $S' Ea froi the northwest`carner of said Uanation Landlaimj p w ., _ 8 . beginning pti9rit beiitg.can the norEheast extension of the west €ine of a tract'canveyed to John A 5vc+enzey and vdtfe . ra deed:reecsCs€ed5eptetrsber iD 194;. a§ instrument No 38030, Lane:Cautity Oregon Recrrds ittende Sauttt a€ang line, artiif extenslbn heteof,.250 0:feet,,thence West s0 feet to thesoixtheast corner?of a traot conveyed to-A:�i< Kam and'wife, by Gleed recorded August J9, 1948; in Boiik'380 of Deeds,, Foga 27, instrument Na 74307,.iieeords of La Ctaunty,•;i?regon thence=Nt�rtti 31mig- sa}d }ire 250 feet°:to the northeast corner of said tract fast along the no' line of>said Gia .rn to the place of beginning; Iii Lane Gounfy: or: koh Note: Th>`.s: legs! cteser%ption was i rested prior tanuaryl, :2U118 5 TELEPHONE. (503) 5 - EMAIL: patrick@architectpatrickbickler.com REVIEW SUBMITTALS W f-- � Cb CONTACT: PATRICK BICKLER,,AIA NCARB O 0 N CV 0 AO GENERAL INFORMATION / COVER SHEET DEVELOPMENT IN O'MATI : PROJECT C O�SULTANTS: • Al `:ASSE_ _ R'S TAX MAP NUMBER: 17-03-15-40 (TL's 2300 - 2500) CIVIL ENGINEER: • • WES TECH ENGINEERING, INC. NET ACRE G ACREAGE: 2.78± ACRES 121,096.8 SF) ( 3841 FAIRVIEW INDUSTRIAL DRIVE S.E., SUITE 100 • SALEM, OR 97302 GROSS ACREAGE: 2.78 ACRES 12 1.096.8 SF) TELEPHONE: 503-5852474-2666 • EMAIL: sward westech-en .camDISTURBED TOTAL AREA: 2.79± ACRES CONTACT: STEVE WARD, PE • A5 EXISTING USE: VACANT/ SF DU'S LANDSCAPE ARCHITECT: PROPOSED USE: ASSISTED LIVING ANDERSON & ASSOCIATES, INC. EXTERIOR ELEVATIONS FACILITY (STATE LICENSED) 13717 SE. 18TH ST., #5 • VANCOUVER, WA 98683 EXISTING ZONING: HDR TELEPHONE: 503-318-0549 • 24X36 REQUIRED PARKING: 1 SPACE PER 4 SLEEPING ELECTRICAL ENGINEER: • UNITS (BEDROOMS) + 1 FLUENT ENGINEERING SITE LANDSCAPING PLAN SPACE PER PEAK SHIFT 2110 STATE STREET • EMPLOYEE SALEM, OREGON 97301 LANDSCAPE VEGETATIVE SWALE PLAN 103 sleeping units / 4 spaces = TELEPHONE: 503=447-5030 • 26 spaces + 15 employee CONTACT: SHANE BUMP, PE SITE CIVIL DRAWINGS & EXISTING CONDITIONS PLAN spaces = 41 • • +1 loading space min. 10'x25' SURVEYOR: A & O ENGINEERING DBA OLSON &MORRIS PROVIDED PARKING: 46 spaces +1 loading space -min. (10' X 25') . 380 Q ST. SUITE #200 SPRINGFIELD, OR 97477 BUILDING SQUARE FOOTAGE: 105,485 SF TELEPHONE: 541-302-9790 W/o decks &covered areas CONTACT: LAWRENCE OLSON SHEET INDEX VICINITY MAP SITE REVIEW SUBMITTALS W f-- � Cb O W o 0 N N LO 0 O CV O 0 N CV 0 AO GENERAL INFORMATION / COVER SHEET • • • Al SITE PLAN • • • A2 FIRST FLOOR PLAN • A3 ].--,-SECOND FLOOR PLAN • • A4 THIRD FLUOR PLAN • • A5 EXTERIOR ELEVATIONS • • A6 EXTERIOR ELEVATIONS • • A7 EXTERIOR ELEVATIONS • 24X36 SITE LIGHTING PHOTOMETRICS • • 0 -24X36 SITE LANDSCAPING PLAN • • 24x36 LANDSCAPE VEGETATIVE SWALE PLAN • • 24X36 SITE CIVIL DRAWINGS & EXISTING CONDITIONS PLAN • • • 24X36 -TOPOGRAPHICAL AND BOUNDARY SURVEY • BUILDING HEIGHT: +/- 38'-1/2" FINISHED GRADE - MEAN HEIGHT OF PRIMARY ROOF +/- 45'-6" FINISHED GRADE - TOP OF RIDGE OF HIGHEST ROOF JURISDICTION: CITY OF SPRINGFIELD, OR. f� 2 4 3 1 P� F . NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT: THE ESTHER AT RiVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 0 arch itectpatri ckb ickler. com PROJECT NO.: 1910 DRAWN: PCB CHECKED: SHEET TiTLE: GENERAL INFORMATION DATE: 02.26.2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: AQ OF: 8 IL A A B GENERAL NOTES: DEVELOPMENT INFORMATION; KEY NOTES: 1. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. SEE CIVIL GROSS SITE AREA: +/-121,096.8 SF (2.78 ACRES) REQUIRED MINIMUM NUMBER OF BIKE PARKING SPACES: (1) PER 10 EMPLOYEES DURING PEAK 0 PASSENGER LOADING AREA (16 FT W. X 32 FT L. 11 26' WIDE DRIVE & EMERGENCY VEHICULAR ACCESS - REFER TO CIVIL UTILITIES PLAN FOR OFFSITE STREET LIGHT LAMP REPLACEMENT PERIOD SHIFT = (2) 2FT X 6FT WITH 5FT ACCESS AISLE DRAWINGS FOR PAVEMENT SYSTEMS LOCATIONS. REQUIRED MINIMUM AMOUNT OF OPEN SPACE: 121,096.8 SF X .15 = 18, 165 SF FLAG POLE (SOFT. H.) WITH AT GRADE UP LIGHT REQUIRED COMMON OPEN SPACE: .25 X SLEEPING UNIT AREA (.25 X 58,789 SF = 14,697.25 SF) PROVIDED BIKE PARKING SPACES: (2) 1- HOOP STYLE RACK 12 DOMESTIC WATER LINE, BFP & WATER METER - SEE CIVIL DRAWINGS 2. CONFIRM FIRE LANE MARKING, CURB PAINTING & SIGNAGE PLAN PROVIDED AMOUNT OF COMMON OPEN SPACE: 121,096.8 - 64,344 SF = 56, 753 SF (47 PERCENT) PROPOSED TWO SIDED MONUMENT SIGN (HEIGHT VARIES) ° 13 PROPOSED GAS METER LAYOUT PRIOR TO BID - COMPLY w/ AHJ. POST METAL SIGNS AT 25 FT. AMOUNT OF COMMON OPEN SPACE WITH GREATER THAN 25% SLOPE: 4,000 SF O.C. AND PAINTED CURB w/ CONTRASTING TEXT ALL INDICATING "NO � NATURAL GAS GENERATOR WITH OPEN TRANSFER SWITCH, CONCRETE PAD & LANDSCAPE SCREENING (ALSO SEE ELECTRICAL &14 TRASH /RECYCLING ENCLOSURE 16 FT X 21 FT X 12 FT H. WITH PARKING -FIRE LANE"wi FLOOR DRAIN . TOTAL BUILDING FOOTPRINT, TRASH ENCLOSURE FOOTPRINT, IMPERVIOUS PARKING & LANDSCAPE DRAWINGS) O REINFORCED CONCRETE DRIVE WAY FLOOR SLAB ) VEHICULAR AREAS, SIDEWALKS, PATIOS: 66,405 SF 3. ALL PARKING AREAS TO BE STRIPED AS PER SITE PLAN LAYOUT WITHPLUMBED TO SAN SEWER, CMU WALLS & METAL ROOF STRUCTURE 4"W. WHITE TRAFFIC PAINT U.O.N. TOTAL PERVIOUS CONCRETE PARKING & VEHICULAR AREAS: 14, 033 SF Q 4" THICK CONCRETE WALKWAY (5`-0" WIDTH) WITH DECORATIVE LIGHT - SAND CONCRETE FINISH AROUND CIRCULAR PLANT BED 15 PROPOSED ELECTRICAL TRANSFORMER ON CONCRETE PAD & 5. ALL CONCRETE WALKWAYS TO HAVE EVEN TRANSITIONS & TOTAL LANDSCAPE AREA: 40,659 SF (34% OF GROSS SITE AREA) EVERGREEN LANDSCAPE SCREENING CURVILINEAR TO STRAIGHT RUNS. PARCEL # 0 WATER FEATURE -REFER TO LANDSCAPE PLAN 17-03-15-40-01100 REQUIRED MINIMUM NUMBER OF PARKING SPACES: 1 SPACE PER 4 BEDROOMS (SLEEPING UNITS) 16 DASHED LINE OF BUILDING SETBACK 6. SEE CIVIL DRAWINGS FOR SITE GRADING, PAVEMENT DRAINAGE & PLUS (1) SPACE PER EMPLOYEE DURING PEAK PERIOD SHIFT (103 SLEEPING UNITS/4 (26) PLUS ZONING: 70' R/W COMMERCIAL 17 DCDA VAULT &FDC -SEE CIVIL DRAWINGS UTILITIES INFORMATION / DETAILS. ALSO REFER TO CIVIL ENGINEER'S (15) EMPLOYEES = (26 + 15 = 41) INDUSTRIAL 4" THICK CONCRETE WALKWAY (4FT. WIDTH) DEMOLITION DOCUMENTATION FOR EXTENTS OF DEMOLITION WORK REQUIRED. PROVIDED PAR -KING SPACES: 46 4" 5' ( THICK CONCRETE WALKWAY -0" 6' WIDTH). . WHERE ADJACENT TO 18 TWO BIKE HOOP STYLE RACK WITH MIN. 2'-0" X -0" CLEARANCE PROVIDED PASSENGER LOADING SPACE. (1) 10 FT W. X 25 FT L. (PORTE COCHERE) SPACE PER BIKE PROVIDED 8. GRADE DIFFERENTIAL OF ANY PARKING AREA SHALL NOT EXCEED 5%. DRIVEWAY PROVIDE ADDITIONAL CAST IN PLACE 6" W. MONOLITHIC CONCRETE. CURB (5'-6" OVERALL WIDTH) 19 25 ft. BUFFER YARD BETWEEN MULTI -UNIT & LDR DEVELOPMENTS 9. EXISTING CONDITIONS INCLUDING BOUNDARY, EASEMENTS, UTILITIES,E VEGETATION & TOPOGRAPHY BASED UPON SURVEY BY LAWRENCE B. 10 4 THICK CONCRETE WALKWAY (6 -6 WIDTH) AND A 6' W. CAST IN 20 CONCRETE DRIVEWAY APRON - PER C.O.S. STD. DETAIL OLSON (OLSON & MORRIS, SPRINGFIELD OR.) DATED 12.03.2018. PLACE MONOLITHIC CONCRETE CURB 29 29 21 BIO INFILTRATION SWALE - SEE CIVIL & LANDSCAPE DRAWINGS 10. REFER TO LANDSCAPE / CIVIL ENGINEERING DOCUMENTS FOR EXTENTS & REQUIREMENTS OF EXISTING PLANT MATERIAL REMOVAL WORK 22 EXISTING ACCESS APPROACH WAY WITH APPROVED RECIPROCAL REQUIRED. ACCESS AGREEMENT 31 u 11. DESIGN/BUILD FIRE SUPPRESSION CONTRACTOR RESPONSIBLE FOR D E /� Q o F E R R I RO A D 23 DEMO EXISTING PRIVATE PARKING LOT CURBS AS REQUIRED FOR PROVIDING FIRE FLOW REPORT & VERIFICATION OF MEASURED WATER t NEW DRIVEWAY AND CURB SYSTEM PRESSURES. O .NO° 07 14" 9.50' 28� �� 28 15 28 42 20 28 N ALTERATION OF EXISTING SITE UTILITY RELATED 24 SITE BENCH -TYPICAL 12. DEMOLITIO / APPURTENANCES ARE NOT PART OF ARCHITECTURAL CONSTRUCTION 4 9 9 25 EXISTING DRAINAGE BASIN TO REMAIN INTACT DOCUMENTS. SEE CIVIL ENGINEERING DRAWINGS. 13. ALL EXTERIOR WALKS SHALL NOT EXCEED A MAXIMUM UNNI i 9° 9 5'10.&0` 30 30 1 26 FULLY ACCESSIBLE PEDESTRIAN WALKWAY - TYPICAL `43 SLOPE OF 5% & A MAXIMUM CROSS SLOPE OF 2%. - _ _ ° 16 275.99' $ ° �' 35 J •'s 1.74.80'59.81, 27 PERGOLA ABOVE LANAI 85 ° 15 FT. ° 35 3 ,� 35 r— ° ' `_ 14. NEAREST LANE TRANSIT DISTRICT FACILITIES ARE. 27,00 i I 28 REMOVE & REPLACE EXISTING DROP CURB PER CIVIL DRAWINGS. RIVER BEND DRIVE NEAR ST. JOSEPH PLACE AND �II FIELD VERIFY FULL EXTENTS 8 $CP 00 ON INTERNATIONAL WAY NORTH OF THE o �-r �� INTERSECTION WITH DEADMOND FERRY ROAD. ! ' -' . . � ,--� � t� ( 29 EXISTING FIRE HYDRANT 24 ( ° . . . . . . . . . . . . . .� , c E ° 34 15. PRIOR TO FINAL OCCUPANCY ANY CRACKED, HEAVE ° PROPOSED .V.T. r� o; 43 : 9 i `) � 30 10` X 10' S OR DAMAGED PUBLIC SIDE WALK PANELS SHALL BEO 8 . . . . . 51 51 REPLACED. 26 18 I 31 PROPOSED 25' X 25' S.V.T. . 6 ................... ..... .... ...... ...... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( . . . . . . . . . . . . . . . . . . . . . . . . . . I ! 32 EXISTING PROPERTY LINE TO BE CONSOLIDATED 32-011 9 ... ............. ... M 1 - .� . ( � EXISTING EASEMENT TO BE ABANDONED (WHERE PROPERTY LINE F100'-4" {� IS BEING CONSOLIDATED) ........................................At->SI-STE-D-.LIVI-NG-.COMMU-N-IW, �.� �.�.�.�.�.•.�.�.�.�.�-�-�.-.�.�--.�.�.�.�.�.�.�.�.�.�-�.�.�.�.�.................... �....... . ............. ............... .. 4 (� RECREATIONAL LAWN AREA - SEE LANDSCAPE DRAWINGS ............ ........................... ...... ........... ............_j.. -., I' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 03 -SU -ITE -ASSISTED -LIVING BUILDING-/ THREE STORIES 4LLHEAD ' LANDSCAPE LANDS PARCEL # 5 46 1 35 , 35 I'J OTECTION 35 AREA SEE - CAPE DRAWINGS 17-03-15-40-02600 . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I ZONING: LDR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ,- , - �36 BELOW GRADE VAULT FOR GREASE INTERCEPTOR (RECEIVES ALL 18 .............. ..-------- I 0 26_011- ' . . . . .. . . . . . - . _ . { . . . . . . _ SANITARY SEWER ALS FROM FOOD P �. LATER REP AREAS)- ALSO SEE �� CIVIL & PLUM I INGS 4 _ _ : : � '�.�` B NG -DRAW. .....cal ..... , . . . . . ... IRRIGATION SERVICE WATER LINE, METER & BFP - SEE CIVIL N DRAWINGS ! 28 40 $®0 32 33 11 19 27 a j I ° 38 3 __1 38 COVERED WALKWAY WITH CONCRETE WALKWAY BELOW (PROVIDE 24 . • . . . • . . . • . . . . . . . . DECORATIVE LIGHT SAND FINISH & TOOLED COLD JOINTS AS 32 I) o ♦' ® o ;!MR o INDICATED.) . . . . . . . . . . 3 33 i z 11) 39 PORTE`COCHERE ROOF fTRUCTURE ABOVE PARCEL # ° 45 10 8 � � f 35 17-03-15-40-0103700 ZONING: LDR _40 RAISED PLANTER GARDENS FOR RESIDENTS WELLHEAD 35 1 o 14 , _ F� 7 E®e �s o i PROTECTION . . . . . . . . . . . . . P ( - 4 RETAINING WALL SYSTEM ALSO SEE CIVIL DRAWINGS T . . . .. . 35 37 ° Q147 16 �.�� 5 . . . . . . . . . I� 21 42 DEMO 3 EXISTING STREET TREES FOR PARCEL # 15 FT. 12 0 50+ . . . . �I I AND SIGHS VISION CLEARco I ANCE NEW DRIVEWAY APRON 17-03-15-40-02700 50 �� �P�� II SON GLEA C ZONING: LDR0 cP , J ` j \ i , O 11 t 42R PROTECTO 43 ELECTRICAL MAIN / CT PER SUB REQUIREMENTS 5 �- NW 41 44 MODIFIED EXISTING DRAINAGE BASIN AREA - REFER TO CIVIL AND 3 8@ 541-0. 35 - - - - - - - - - - - - b - - - - J LANDSCAPE DRAWINGS f S8 58' 64'"W X31'68' 2 44 45 PAVEMENT WITH INTEGRAL COLOR & DECORATIVE LIGHT SAND SO° 0304" Vll 12.30` ; 60.02' FINISH. PROVIDE TOOLED COLD JOINTS AS INDICATED. ALSO REFER 35 - - S$9° T 18" E' 235.04' TO CIVIL DRAWINGS � 1 25 16 ,� 46 18" H. X 16" W. CURVED MASONRY WALL CAPPED WITH SITE CAST F 15 FT. 16 O CONCRETE FOR BENCH SEATING LEGEND: ; 28.0,, I 15 FT. � 7" THICK CONCRETE PAVEMENT WITH BROOM FINISH. REFER TO 15 ft. PARKING LOT AND DRIVEWAY LIGHT / POLE 23 GEOTECHNICAL REPORT j GROUND MOUNTED ADJUSTABLE ACCENT LIGHT 48 EXISTING WETLANDS AREA - REFER TO EXISTING CONDITIONS SITE PLAN AND WETLANDS CONSULTANT'S REPORT 3.5 ft. PATH LIGHT BOLLARD ` 49 DISABLED PERSONS PARKING STALLS & ACCESS & REQUIRED • STEEL BOLLARD 29 SIGNAGE o GROUND MOUNTED MONUMENT SIGN LIGHT PARCEL # NEW FIRE HYDRANT - REFER TO CIVIL DRAWINGS 17-03.22-00-00600 • GROUND MOUNTED SPOT LIGHT ZONING: MDR 51 DASHED LINE OF ROOF ABOVE • RECESSED LOUVERED WALL MOUNTED DOWN LIGHT G� NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535. GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 Q arch itectpatri ckb ickler. com PROJECT NO.: 1910 DRAWN: CHECKED: SHEET TITLE: SITE REVIEW PHASE SITE PLAN DATE: 02.26.2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: 01 OF: 08 EXISTING POWER POLE - FIELD VERIFY EXACT LOCATIONS & QUANTITY WELLHEAD PROTECTION WELL HEAD PROTECTION SIGN A SITE BENCH C? FIRE HYDRANT (MAINTAIN MIN. 3FT CLEAR AROUND CIRCUMFERENCE) PROPERTY LINE - - - - - - SETBACK OR EASEMENT LINE 8" SPLIT FACED (WHERE EXPOSED TO VIEW) CMU WALL 4 -- CONCRETE JOINTS ...................... ACCESSIBLE ROUTE 5 G� NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535. GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 Q arch itectpatri ckb ickler. com PROJECT NO.: 1910 DRAWN: CHECKED: SHEET TITLE: SITE REVIEW PHASE SITE PLAN DATE: 02.26.2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: 01 OF: 08 06 I C U,' 5 1 p� G� NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON r �7 -- '1 9 ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 4 architectpatrickbickler. com PROJECT NO.: 1910 DRAWN: PCB CHECKED: SHEET TITLE: SITE REVIEW FIRST FLOOR PLAN DATE: 02.26.2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: 02 OF: 08 C B r,1 rd D Go F. NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON . (D ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 0 arch itectpatri ckb ickler. corn PROJECT NO.. - 1910 O..1910 DRAWN: PCB CHECKED: SHEET TITLE: SITE REVIEW SECOND FLOOR PLAN DATE: 02.26.2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: 03 OF: 08 t D C G� F . NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON 0 ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 p arch itectpatrickbickler. com PROJECT NO.: 1910 DRAWN: PCB CHECKED: SHEET TITLE SITE REVIEW THIRD FLOOR PLAN DATE: 02.26.2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: 04 OF: 08 'ARTIAL SOUTH ELEVATIC �.xIs v � r r �a i I1 ,Y ,r •s_ M 111111 181 1117 i !' INV' c tv� "Bli WIN I � r s Y 5> 3�t y. 7 r S �t I _.fia.Hz �r III■1■I■I■1■I I _ ■1■1■I■1■I I 1. Irl I I .. _Al I■a it .... 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Fc. _ ,il i" -- t��:a.. �:;�.,.. .,�t v _ t.. `. ^. ,+,. »- i I�1 # e S' c I' +:>:-Y-z:.a-x � .�.c-•v'_z , +r 9. sf ggjr IN 11 It Emm s sti .; I i s � 3 t h x ,s a S •n ® I 1 S z-" - 5 (1 E x: b f 1 i [r� t 1111111 .Fes ,+v. v. �,. ..,.. ..., .... :.. �- �■y� rrrf 5 r�4 i i $S R C x x ^� I: arsa A J s e loss§ MISS c v, I® r' .c l 3 f J �m � I IN I y x its "fit) z ¥ s$Will rifer r. ■ I■1 I � Ilel■I■1■1■I 4 s sr _ 7 . u l x X i `ut offs ■f�lf■i � Y■YfYfrli( � rrrf■s � rre rrri� 3 � '. r■rrrr '91 �®s®I M.f�_ FF I� IL C C 0 0 PARTIAL -NORTH ELEVATION SCALE ,�-, 01 2 ■ CC, C CO NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 4 arch itectpatrickb ickler. com PROJECT NO.: 1910 DRAWN: PCB CHECKED: SHEET TITLE: SITE REVIEW EXTERIOR ELEVATIONS DATE: 02.26.2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: 06 OF: 08 EXTERIOR MATERIAL KEY NOTES: ROOFING - LAMINATED ASPHALT SHINGLES Fill DOOR & SIDELIGHTS - HOLLOW METAL DOORS & FRAMES, CLEAR GLASS WHERE VISION LITE INDICATED 21 FROOFING - STANDING SEAM METAL ROOFING 12 WINDOW & DOOR TRIM - FIBER CEMENT, SMOOTH TEXTURE 3 EXTERIOR WALL FINISH - FIBER CEMENT LAP SIDING, 6" EXPOSURE, SMOOTH TEXTURE 13 14 PERGOLA - FACTORY PRIMED & FIELD PAINTED METAL EXTERIOR WALL FINISH -PAINTED .FIBER CEMENT PANELS & TRIM, SMOOTH TEXTURE 4] TRANSITION &FRIEZE TRIM - FIBER CEMENT, BY JAMES HARDIE COMMERCIAL SMOOTH TEXTURE. F15 EXTERIOR WALL FINISH - FACTORY FINISHED METAL WALL SHINGLES ] MSV - MANUFACTURED MASONRY STONE VENEER (MSV) "CRAFT URBAN RECTANGLES" BY CREATIVE MINES [16] METAL PARAPET WALL FINISH & COPING CAP - FACTORY FINISHED METAL SIDING & TRIM F61 WINDOWS - VINYL FRAMED, CLEAR INSULATED GLASS F17] KNEE BRACES - PAINTED FIBER CEMENT TRIM, SMOOTH OVER BUILT UP DIMENSIONAL LUMBER (-7 PTAC UNITS - THROUGH WALL HEAT PUMPS WITH 1 g EXTERIOR COLUMN PAIR - PAINTED FIBER CEMENT TRIM, (] ARCHITECTURAL GRILLES, FINISH TO MATCH ADJACENT SMOOTH - BUILDING FINISH COLOR (SW 0000) 1 g BALCONY RAILING - CLEAR GLASS PANELS AND FACTORY F8] GUTTERS & DOWNSPOUTS - FACTORY FINISHED 6" OGEE FINISHED ALUMINUM SUPPORTS AND TRIM. PROFILE METAL GUTTERS & DOWNSPOUTS 20 EXTERIOR WALL FINISH - PAINTED FIBER CEMENT PANELS F-91 SLOPED EAVES - PAINTED EXPOSED RAFTERS & 2-1/2" FIBER CEMENT BATTENS AT 16" OC SIDING, SMOOTH TEXTURE 21 LEVEL EAVES - PAINTED FIBER CEMENT SOFFIT & TRIM 10 COVERED PORCH /BALCONY - PAINTED METAL FRAMEWORK & LOW SLOPE STANDING SEAM METAL ROOFING 2 ■ CC, C CO NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 4 arch itectpatrickb ickler. com PROJECT NO.: 1910 DRAWN: PCB CHECKED: SHEET TITLE: SITE REVIEW EXTERIOR ELEVATIONS DATE: 02.26.2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: 06 OF: 08 C n WWW EST ELEVATION WEST ELEVATION SCALE: 1/15' = 1'-0" SOUTHEAST WING 5 � 4 5 ` PITCH 12 W-01(2" AFF OIL PPER ROOF 22'-2" AFF OL LEVEL 03 11'-1" AFF OL LEVEL 02 . 0.-v' OL LEVEL 01 SCALE: 1/16" = 1'-0 SOUTH ENTRANCE 2 1 ■ ��P 5 ®Q` p \0 GO F NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 arch itectpatrickbickler.com PROJECT NO.: 1910 DRAWN: PCB CHECKED: SHEET TITLE: SITE REVIEW EXTERIOR ELEVATIONS DATE: 02.26.2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: 07 OF: 08 D C C 01 '0.0 0.0 0.0 *0.0 '0.0 '0.0 •0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 •0.0 '0.0 '0.0 '0.0 •0.0 CN 3 2 5 4 0 •0.0 0 '0.0 0 0.0 0 '0.0 1 '0.0 1 '0.1 '0.1 .1 '0.1 .1 '0.1 .1 '0., .1 '0.1 .1 '0.1 1 •0.1 7 •0.1 i.t 0.7 t •0.1 1.1 '0.1 !7 0.1 ).7 '0.1 ).t •0.1 ).1 •0.1 ).1 0.1 ).1 '0.1 ).1 •0.1 ).t •0.1 }_7 0.1 D.7 0.7 5,1 '0.1 D-1 '0.1 0.1 •0.1 D., '0., 0.1 '01 0.1 '0.1 0.1 '0.1 0.1 '0.1 0.1 •0.0 0.0 '0.0 0.0 '0.0 0.0 'o.o 0.0 '0.0 0.0 •0.0 A 0.0 '0.0 0.0 '0.0 0.0 '0.0 o.0 '0.0 0.0 '0.0 0.0 '0.0 FIXTURE POL FINISHED GRADE POLE DETAIL NTS 2 PIECE BASE COVER ARCHITECT: PATRICK BICKLER, LLC 313 Mill St. SE, Ste. 20 Salem, Oregon 97301 503.588.70460 503.316.04550 PROJECT NO.: 19-145 DRAWN: BJM CHECKED: SB SHEET TITLE: SITE PHOTOMETRIC PLAID DATE: 2726/2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: E1.10 OF: DEADMOND FERRY ROAD r._„ f''-__�..--•..,� t ,,�--�-•,,/~ \,..-� t f, --._J \,..-__,� ,-.--_•✓',---.•`!„-,-�,.,, r--...,?''��-�-----✓r"�`.^-'�.o,--,i'„-_` .---.. -. /-"''�,--- /.--�-�iy OB E Sign • B /"1f D D D D D �� LIST TREES � f.�/ Pool =rte' �' ■■■■C.i■�►.:ipl I ' LARGE TREES '-0'I 7i' T ' T T I T" T r' T T r T I �S •I�J=t�� �' r'��/�I, Jaquemonte Birch Betula jaquemontii 2" cal ' "� _-d�,'i''�/'�\ i W - 2" cal \, __ - _�� �' ��^ ' � ��■'�'■■■[f■{�,. C _ /�•. � � `j, /Il�il���...�/`o., /%�/./I�//�i% /'1/"/'.��./'�...o_���..../i w� �.�_i��' / .: _ . �_ _ I NMI ■■fNMI ► of Excelsa Red Cedar (35 X 15) _ 6-8 i \ Flowering Cherry Prunus species. 2"cal MEN MLI G rim, \ l SMALL TREES H Red Obelisk European Beech Fagus sylvatica'Red Obelisk' 2" cal J K Vine Maple Kousa Dogwood Acer circinatum Cornus kousa 6-8' 2" cal L Japanese Styrax Styrax japonica ISAR M Hinoki Cypress Chamaecyparis obtusa 'Gracilis' 6-8' STREET TREES (Per EDSPM Design Standards Appendix 6A - Approved Street Tree List EvilVAN MEN ►�ie1 �� rMM11 Mt. Fuji Fllowering Cherry Prunus serrulata'Mt. Fuji' 2" cal MEN (�. map, MEN iil�eee�iiii,l ILION M: •r.•��,� ., I1 1%r''"� ►�'�!� f�i _ �� I t—,, .0111 fr8f'e��tr��,l Has ■■ti►�ie� ■cidee�onu ■pf��ee�tr.■,1 eel W1111 tri■.I WNW i �I �� - �j IN In ■■f�.�e1(f�N NMIMEN eel IVF41 ■■NIF1�i11 ■■flliA!1 ��;! �!.✓J�� �'i� I� 17l�■f►��e11►til I■► irAm7,YI,�e�VAN,, ,/ , �� _..:..�._ '`/%/ 1 _ _ _ - - !! _ Lei s.�,!e�/ i �-, aXf�r�elr�■a . Nit. ■.k a �� to ,. eelViT l►� � �c.,alc.�s.7� I% % Mild _ri .�.?lil/ / -��•� «arfJ�: . ■■.�eeey�. Sol of IF. ��� ./ (LIf f// •I, /�/�I �� l'I r I� ice/ �•%�/ / f►'r�/ r/ .� Lii , �' r= :� I� iii��>ee�ii ■■f� eet[f■►i �11 ►� G r%�, _ ♦ I lom�%��I — /� / ■■f ► eMANION liA�� ?A Sol 10111 MEN gee kil!11111 r9oll Rn4l 11111116014 a 01—M IRA Ilia moil -MI ■■f MEN IN [111{1 rAims MEN MEN `�� = r'® ` � . � � ...�., � (�;��� ...,\ / �� �- - - _ - -f \ �/G �` .►�� �!�,�I/,�/,/ . rte_ s� ,. i �1 MEN ■■f►eel MEN NMI MEN MEN NMI ■■fIN peel[.■�l ►eelILION 1/e11►__� IrAis"I MA. lVed? KANO / OB E Sign • B /"1f D D D D D SYMBOL DESCRIPTION R =\ f , i Existing Street Tree to Remain GENERAL NOTES Zone A 1. LANDSCAPE COVERAGE - TOTAL SITE AREA = 121,097 SQUARE FEET (2.78 ACRES). LANDSCAPE AREA = 40,659 SQUARE FEET = 34% OF THE TOTAL SITE. Proposed Water Quality Facility - Infiltration Rain Garden 2. LANDSCAPE DESIGN WILL BE ACCORDANCE WITH SDC SECTION 6.00 - LANDSCAPVE VEGETATION DESIGN STANDARDS, SCD SECTIONS 3.2-240 - MULTI -UNIT DESIGN STANDARDS, (See Sheet L-2 for Infiltration Rain Garden landscape Plan) AND SECTION 4.4-100 - LANDSCAPING, SCREENING AND FENCE STANDARDS. 3. THE FINAL IRRIGATION AND LANDSCAPE PLANS WITH DETAILED PLANT MATERIAL SPECIES, SIZES AND LOCATIONS WILL BE PART OF THE CONSTRUCTION DRAWING SET AND TO BE Zone B APPROVED PRIOR TO ISSUANCE OF BUILDING PERMITS. Proposed Water Quality Facility - Infiltration Rain Garden (See Sheet L-2 for Infiltration Rain Garden Landscape Plan) 4. INFILTRATION RAIN GARDEN: LANDSCAPE DESIGN WILL BE IN ACCORDANCE WITH SPRINGFIELD'S STORMWATER QUALITY SECTION 3.00 DESIGN STANDARDS REQUIREMENTS, AND CHAPTER 2.0, SELECTING, DESIGNING, CONSTRUCTING, AND LANDSCAPING STORMWATER MANAGEMENT FACILITIES. 5. 25' LANDSCAPE BUFFER ON THE EAST PROPERTY LINE WILL BE IN ACCORDANCE WITH SDC SECTION 4.4-110 - LANDSCAPE SCREENING, AND SDC SECTION 3.2-240D.8.d. W i i i Native Plant Area - - - i 6. SEE SHEET L-2 FOR INFILTRATION RAIN GARDEN LANDSCAPE PLAN AND LANDSCAPE BUFFER PLANTING. After construction of retaining wall, replant native species - - - i below wall in riparian area per wetland consultant 7. AT LEAST 3 FEET OF CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS. i i i recommendations. - 8. THE SITE IS WITHIN THE 1-5 YEAR TIME OF TRAVEL ZONE FOR THE SPORTS WAY WELLHEAD. Parking Lot Light Fire Department Connection - Minimum 3' radius clear space around connection required. See note #7, Fire Hydrant Minimum 3' radius clear space around FH hydrants required. See note #7. P LAN REVIEW LAND APE PLAS SITE 1 " = 30'-0" p �� LIST TREES � f.�/ ,. =rte' �' ■■■■C.i■�►.:ipl SIZE LARGE TREES A Jaquemonte Birch Betula jaquemontii 2" cal B i W - 2" cal Proposed Retaining Wall t i .� ij -.v i W i W W !i i i .Y .Y i i i i i a i . i i ♦ a.. MEDIUM TREES C Redbud Cercis canadensis 2" cal D Paper Bark Maple Acer griseum 2" cal Niz Native Plant Area Excelsa Red Cedar (35 X 15) _ 6-8 i \ Flowering Cherry Prunus species. 2"cal G Japanese Maple \ l SMALL TREES H Red Obelisk European Beech Fagus sylvatica'Red Obelisk' 2" cal J K SYMBOL DESCRIPTION R =\ f , i Existing Street Tree to Remain GENERAL NOTES Zone A 1. LANDSCAPE COVERAGE - TOTAL SITE AREA = 121,097 SQUARE FEET (2.78 ACRES). LANDSCAPE AREA = 40,659 SQUARE FEET = 34% OF THE TOTAL SITE. Proposed Water Quality Facility - Infiltration Rain Garden 2. LANDSCAPE DESIGN WILL BE ACCORDANCE WITH SDC SECTION 6.00 - LANDSCAPVE VEGETATION DESIGN STANDARDS, SCD SECTIONS 3.2-240 - MULTI -UNIT DESIGN STANDARDS, (See Sheet L-2 for Infiltration Rain Garden landscape Plan) AND SECTION 4.4-100 - LANDSCAPING, SCREENING AND FENCE STANDARDS. 3. THE FINAL IRRIGATION AND LANDSCAPE PLANS WITH DETAILED PLANT MATERIAL SPECIES, SIZES AND LOCATIONS WILL BE PART OF THE CONSTRUCTION DRAWING SET AND TO BE Zone B APPROVED PRIOR TO ISSUANCE OF BUILDING PERMITS. Proposed Water Quality Facility - Infiltration Rain Garden (See Sheet L-2 for Infiltration Rain Garden Landscape Plan) 4. INFILTRATION RAIN GARDEN: LANDSCAPE DESIGN WILL BE IN ACCORDANCE WITH SPRINGFIELD'S STORMWATER QUALITY SECTION 3.00 DESIGN STANDARDS REQUIREMENTS, AND CHAPTER 2.0, SELECTING, DESIGNING, CONSTRUCTING, AND LANDSCAPING STORMWATER MANAGEMENT FACILITIES. 5. 25' LANDSCAPE BUFFER ON THE EAST PROPERTY LINE WILL BE IN ACCORDANCE WITH SDC SECTION 4.4-110 - LANDSCAPE SCREENING, AND SDC SECTION 3.2-240D.8.d. W i i i Native Plant Area - - - i 6. SEE SHEET L-2 FOR INFILTRATION RAIN GARDEN LANDSCAPE PLAN AND LANDSCAPE BUFFER PLANTING. After construction of retaining wall, replant native species - - - i below wall in riparian area per wetland consultant 7. AT LEAST 3 FEET OF CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS. i i i recommendations. - 8. THE SITE IS WITHIN THE 1-5 YEAR TIME OF TRAVEL ZONE FOR THE SPORTS WAY WELLHEAD. Parking Lot Light Fire Department Connection - Minimum 3' radius clear space around connection required. See note #7, Fire Hydrant Minimum 3' radius clear space around FH hydrants required. See note #7. P LAN REVIEW LAND APE PLAS SITE 1 " = 30'-0" p SHRUBS SYMBOL COMMON NAME BOTANICAL NAME" SIZE EVERGREEN SHRUBS FOR UTILITY SCREENING a Gilt Edge Elaeagnus Elaeagnus x ebbingei 'Gilt Edge" 10 gal Spring Bouquet Viburnum Viburnum tinus 'Spring Bouquet' 10 gal Texas Privet Ligustrum japonicum 'Texanum' 10 gal O LARGE Mariesii Viburnum Viburnum plicata tom. 'Mariesii' 10 gal Variegated Dogwood Cornus alba 'Elegantissima' 10 gal Forest Flame Pieris Pieris japonica 'Forest Flame' 10 gal Winter Currant Ribes sanguineum 10 gal Spring Bouquet Viburnum Viburnum tinus 'Spring ouquet' 10 gal Texas Privet Ligustrum japonicum 'Toxanum' 10 gal MEDIUM Wiri Blush Hebe Hebe 'Wiri Blush' 3 gal Canadale Gold Wintercreeper Euonymus fortunei 'Caoadale Gold' 2 gal Ed Goucher Abelia Abelia g. 'Ed Goucher' 5 gal Forest Flame Pieris Pieris japonica 'Forest Flame' 5 gal Rhododendron Species Rhodo spp. 24-30" Compact Burning Bush Euonymous alata 'Compacta' 5 gal Evergreen Huckleberry Vaccinium ovatum 5 gal Rhododendron Species Rhodo.;spp. 5 gal Knock Out Red Rose Rosa 'Knock Out' 3 gal Compact Nandina Nandina domestica 'Compacta' 3 gal Dark Green Spreader Yew Taxus x media 'Dark Green Spreader 3 gal SMALL SHRUBS Gulf Stream Nandina Nandina domestica 'Gulf Stream' 3 gal Hexe.Azalea Rhodo. Hexe Azalea (assorted) 3 gal Indian Princess Hawthorne Rhaphiolepis indica 'Indian Princess' 3 gal Ornamental Grasses Varies 2 gal Evening Glow New Zealand Flax Phormium 'Evening Glow' 3 gal Bumalda Spiraea Spiraea japonica 'Bumalda' 3 gal Kelsey Dogwood Comus sericea 'Kelseyi' 3 gal Gold Splash Wintercreeper Euonymous fortunei 'Roemertwo' 3 gal GROUNDCOVER / PERENNIAL BEDS SIZE, SPACING Buena Vista Arctostaphylos Arctostaphylos hookeri 'Buena Vista' 1 gal, T o.c. Emerald Carpet Bramble Rubus pentalobus 'Emerald Carpet' 1 gal, 4' o.c. Vince Vinca minor 4" pot, 30" o.c. Variegated Pachysandra Pachysandra terminalis 'Variegate' 4" pot, 12" o.c. Misc. Perennials LAWN NOTE: PRELIMINARY DRAWING NOT FOR CONSTRUCTION PROJECT: ESTHER at RIVER BEND SENIOR LIVING COMMUNITY ASSOCIATES LANDSCAPE ARCHITECTURE 13717 SE 18th Street, #5 Vancouver, WA 98683 Ph. 503-318-0549 dave@andersonassoc-la.net PROJECT NO.: DRAWN: DA CHECKED: SHEET TITLE: SITE PLAN REVIEW LANDSCAPE PLAN DATE: 04/20/20220- REVISIONS: 4/20/2020REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: L-1 OF: 2 N PROPOSED PLANT LIST TREES SYMBOL COMMON NAME BOTANICAL NAME SIZE LARGE TREES A Jaquemonte Birch Betula jaquemontii 2" cal B Green Vase Zelkova Zelkova serrata 'Green Vase' 2" cal MEDIUM TREES C Redbud Cercis canadensis 2" cal D Paper Bark Maple Acer griseum 2" cal E 0 Excelsa Red Cedar (35 X 15) Thuja plicate Excelsa 6-8 F Flowering Cherry Prunus species. 2"cal G Japanese Maple Acer palmatum 2" cal SMALL TREES H Red Obelisk European Beech Fagus sylvatica'Red Obelisk' 2" cal J K Vine Maple Kousa Dogwood Acer circinatum Cornus kousa 6-8' 2" cal L Japanese Styrax Styrax japonica 2" cal M Hinoki Cypress Chamaecyparis obtusa 'Gracilis' 6-8' STREET TREES (Per EDSPM Design Standards Appendix 6A - Approved Street Tree List S Mt. Fuji Fllowering Cherry Prunus serrulata'Mt. Fuji' 2" cal SHRUBS SYMBOL COMMON NAME BOTANICAL NAME" SIZE EVERGREEN SHRUBS FOR UTILITY SCREENING a Gilt Edge Elaeagnus Elaeagnus x ebbingei 'Gilt Edge" 10 gal Spring Bouquet Viburnum Viburnum tinus 'Spring Bouquet' 10 gal Texas Privet Ligustrum japonicum 'Texanum' 10 gal O LARGE Mariesii Viburnum Viburnum plicata tom. 'Mariesii' 10 gal Variegated Dogwood Cornus alba 'Elegantissima' 10 gal Forest Flame Pieris Pieris japonica 'Forest Flame' 10 gal Winter Currant Ribes sanguineum 10 gal Spring Bouquet Viburnum Viburnum tinus 'Spring ouquet' 10 gal Texas Privet Ligustrum japonicum 'Toxanum' 10 gal MEDIUM Wiri Blush Hebe Hebe 'Wiri Blush' 3 gal Canadale Gold Wintercreeper Euonymus fortunei 'Caoadale Gold' 2 gal Ed Goucher Abelia Abelia g. 'Ed Goucher' 5 gal Forest Flame Pieris Pieris japonica 'Forest Flame' 5 gal Rhododendron Species Rhodo spp. 24-30" Compact Burning Bush Euonymous alata 'Compacta' 5 gal Evergreen Huckleberry Vaccinium ovatum 5 gal Rhododendron Species Rhodo.;spp. 5 gal Knock Out Red Rose Rosa 'Knock Out' 3 gal Compact Nandina Nandina domestica 'Compacta' 3 gal Dark Green Spreader Yew Taxus x media 'Dark Green Spreader 3 gal SMALL SHRUBS Gulf Stream Nandina Nandina domestica 'Gulf Stream' 3 gal Hexe.Azalea Rhodo. Hexe Azalea (assorted) 3 gal Indian Princess Hawthorne Rhaphiolepis indica 'Indian Princess' 3 gal Ornamental Grasses Varies 2 gal Evening Glow New Zealand Flax Phormium 'Evening Glow' 3 gal Bumalda Spiraea Spiraea japonica 'Bumalda' 3 gal Kelsey Dogwood Comus sericea 'Kelseyi' 3 gal Gold Splash Wintercreeper Euonymous fortunei 'Roemertwo' 3 gal GROUNDCOVER / PERENNIAL BEDS SIZE, SPACING Buena Vista Arctostaphylos Arctostaphylos hookeri 'Buena Vista' 1 gal, T o.c. Emerald Carpet Bramble Rubus pentalobus 'Emerald Carpet' 1 gal, 4' o.c. Vince Vinca minor 4" pot, 30" o.c. Variegated Pachysandra Pachysandra terminalis 'Variegate' 4" pot, 12" o.c. Misc. Perennials LAWN NOTE: PRELIMINARY DRAWING NOT FOR CONSTRUCTION PROJECT: ESTHER at RIVER BEND SENIOR LIVING COMMUNITY ASSOCIATES LANDSCAPE ARCHITECTURE 13717 SE 18th Street, #5 Vancouver, WA 98683 Ph. 503-318-0549 dave@andersonassoc-la.net PROJECT NO.: DRAWN: DA CHECKED: SHEET TITLE: SITE PLAN REVIEW LANDSCAPE PLAN DATE: 04/20/20220- REVISIONS: 4/20/2020REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: L-1 OF: 2 N NOTE: PRELIMINARY DRAWING NOT FOR CONSTRUCTION PROJECT: ESTHER at RIVER BEND SENIOR LIVING COMMUNITY ANDERSON ASSOCIATES LANDSCAPE ARCHITECTURE 13717 SE 18th Street, #5 Vancouver, WA 98683 Ph. 503-318-0549 dave@andersonassoc-la.net PROJECT NO.: DRAWN: CHECKED: SHEET TITLE: SITE PLAN REVIEW INFILTRATION RAIN GARDEN LANDSCAPE PLAN DATE: 04/20/2020 REVISIONS: NOTICE: All drawings and written material appearing herein constitute the original and unpublished work of the Architect and may not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: L-2 OF: 2 m BO UDARY AND TOPOGRAPHICAL SURVEY FOR FALK INVES7'1VIE1lTTS SE 1/4, SECTION 15, T 17 S, R 3 W, W.M. SPRINGFIELD, LANE COUNTY, OREGON SURVEYED: DECEMBER 3, 2018 STM CL RIM EL=436.40` STM MH ti STM CL DEADMOND FERRY ROAD 1 Q" FL O (S) 432.15' ti ' t, GAS 4 i GAS 4" � 12" FL OUT (W) 432.05' GAS 4" GAS 4 RIM EL=435.08 H2O 12 -- RIM EL=435.24 H2O 12 H2O 12" STM CL lo" FL OUT (S) 431.36' RIM EL - 434.38' STM MHl 52037 LEGEND FND. 3 BRASS CA� 10 " FL OUT (S 429.88' RIM EL = 436.50 MARKED "DDOT" , STM 12r' � �l MH# 24886 BOUNDARY LINE STM MH 5204 ' ii X712 FL IN (E) 429.87' RIM EL=436.96' -WW 10" - - RIM EL=434.79 WW 10 WW i0"- 60 FL OUT (SE 427.20 1®" FL OUT W 420.56' EXISTING CENTERLINE 60" FL 425.79 _._.. STM 60" -'"` o ( ) 10" FL IN (E) 420.66' - - - - _ - - - EXISTING ROADWAY W MHJ 24885 STM 60 0 \ EXISTING PUE STM CL RIM EL=434.79 FND 5 8" REBAR STM CL v>� STM CL RIM EL = 434.02'�y i 8 FL IN (W) 420.59 YPC MARKED "POAGE" RIM EL = 435.29' �- RIM EL = 436.28' ELECTRIC POLE t a it FL OUT N 420.49' :i , :i �_ 10" FL OUT (NE) 429.92 � p) 8„ O ELEVATION=435.70 1 o FL OUT (N) 430.89 y 10 FL OUT N 432.43 GUY WIRE 8 FL IN E 420.59 Mai1BOx © TELEPHONE PEDISTAL FND BRASS CAP _ �__.,.. -- w OEL ---�-- ® ELECTRIC VAUL T MARKED "GF/DF" OEL S89'59'43'E 510..60' DATUM BASED ON � STREET SIGN CITY OF SPRINGFIEL 275.99 ,t 174.80' f 59.81 ' ,°� -� 5/8 REBAR � ..�TFND„ R R STORMWATER INLET BENCHMARK #375 /8 EBA----�.-.� �-'_ FIRE HYDRANT STM MHS 46064 P 0714E9.50 �. YPC MARKED PLS 655 D "SKINNER & ASSOC. ° Y EL EI/ATlON=436.79' RIM EL=434.71 ' � � `437 °� � � ® WATER METER 10" FL UTNE 429.51 ' .3 , " , t, T(NE) 54 32 E 27.00 FND 5/8 RWA WATER VALVE WW MHS 25695 •� YPC MARKED POAGE„ � °� I j FNI 5/8 REBAR RIM EL=434.60 ® I " ELEV=436.75' OEL OVERHEAD ELECTRIC LINE ii t YPC MARKED POAGE „ 1 8 FL IN (SW) 420.95 N 24 CULVL �4 HED 8" FL OUT (N) 420.78' �� �4 SUBJECT PROPERTY EL=429.82 1 4. Ox5.25 8" FL IN (SE) 420.90' \ N 24891 WW MH# 24891 STM MHj 5315 RIM EL=434.99' RIM EL=435.04' 8" FL OUT (NE) 421.89' MAILBOXES 8" FL IN (SE) 421:99' a,r FND 5/8" REBA YPC MARKED "POAGE" 6514 0 7 SOFT EXISTING: SUBJECT o DRIVEWAY 1.5 ACRES PROPERTY Oa Sr� 3? i �\ 0 Q `'? ED 1=, FT � O� �� '� 14�8 SOFT 6. x5.25 L 0. JJ ACRES 1) ACCORDING TO FIRM MAPS 41039C 1134F AND 41039C 1133F THERE IS NO 100 YEAR SUBJECT PROPERTY\ FLOOD ZONE ON ANY OF THE LOTS SURVEYED. CLOSEST 100 YEAR FLOOD ZONE IS 41,555 555 SOFT APPROXIMATELY 500 FEET TO THE EAST. EXISTING BUILDING EXISTING BUILDIN ,.� , ��, ,� ,. o. � I � tt „. .t I-` APPROXIMMATE � � ``' 0.95 ACRES HEIGHT 456.28 2). PUBLIC SANITARY PIPES AND INVERTS WERE NOT VISIBLE AFTER UTILITY LOCATES WERE \ 1\\ YPC MARKED POAGE EXI TING DRAINAGE �� FF 439.01 HEIGHT- 454.19 �' • CONDUCTED. 6" SEWER LATERALS HEREON WERE TAKEN FROM THE CITY OF SPRINGFIELD'S S32'33'30"E 11.33 FF.439.51 ' FLAWS SOUTH EAST � � \ o, � �` AS -BUILT DRAWINGS OF THE SEWER LINES 3) ALL UTILITY LOCATES ARE BASED ON GROUND LOCATE MARKINGS OR MAPS PROVIDED BY ' \`�O SHED THE RESPECTIVE UTILITY FRANCHISE. BEST EFFORT WAS MADE T ACCURATELY DEPICT UTILITY .�HEIGh LOCATES. 7.0' EXISTING XISTING `� I ' 3S �3 ! \ 4) AMENDED TO INCLUDE GAS LINE HEREON, APRIL 12, 2019 � E 6 ai a DRIVEWAY BUILDING 43 3 FF 437.24 I �\ `'�\ 5) RELABELED TOTAL TANGENT DISTANCE ALONG DEADMOND FERRY ROAD, APRIL 12, 2019 'a EXISTING BUILDING \. 9 .� �`� SH D: O MH 6MI \ \ \ Q WW 2569 FF 4J8.65' a- `� I �j 23.Vx 0 RIM EL=436.07'�„- " OUT N 42 .7 ' I \ SHED. \ 8 FL () .9 2 j FND 5/8" REBAR YPC 11.00x2000 Q 6 FL IN (E) 430.22 �s �$ I 8" F OUT (S) 429.79' / ELEVATION=436.24 �� �"o ,�,.: ¢3s� - HICK �, FND 1/2" IP STM MH 47733 , - , COUP _ I 8\� WETLAND BOUNDARY DERIVED RIM EL 6.08' N89 58 54 lV 231.68. �Ic - 435 v., \ 10 FL OUT (W) 4 .38' �-- _�_... t! ie. m 17502'. ° 60.02' FROM GIS DATA PROVIDED BY d'+ - N89`57'18"E 235 04' s WETLANDS `` WETLAND AND WILDLIFE LLC `j� FND 5/8" REBAR .� SO'03 04 12.30 42Z � " SPOT »\� \ � BOUNDARY mor YPC MARKED POAGE FND 5 8 REBAR YPC \ �'- ELEVATION=436.14' ELEV=437 09 SPOT /' `\ \ ♦ ` SPOT ELEV=436.64 ELEVATION --43 3 ELEV-437 36 SPOT3 A 71' 424` \ Q SCAIE I ,= 3 p, SPOT ELEV=436. ELEV=436.90. ' 30' 60 �. 430 �: 30 0 24 CUL offm EL=425.22'I OEM Q�g N �.� e O 24 " CUL VE EL 425.65' rn •. `\ � � REGISTERED NA }W \ PROFESSIO L D SURVEY OREGON JULY 10, 1964 LAWRENCE B. OLSON 655 a DATUM BASED ON NAVD88 (434.85') � RENEWS: 12-31-2020 JOB# 5115 PLANNING NUMBER XXXXXXXXXXXXXX TAX LOTS: 2300 2400, & 2500 ASSESSORS MAP. 17-03-15-40 , OLSON & MORRIS 380 Q STREET SUITE 2 W7 DRAWINGS FOR, •. A a 0 C1.0 COVER SHEET, VICINITY & LOCATION MAPS, DRAWIN+G INDEX C1.1 CONSTRUCTION NOTES 0 B c EXISTING CONDITIONS, EROSION CONTROL, & DEMOILITION PLAN J EROSION CONTROL NOTES & DETAILS C2.2 EROSION CONTROL NOTES & DETAILS C2.3 POST EROSION CONTROL PLAN 0 GRADING & DRAINAGE PLAN C3.1 SURFACING & SIGNING PLAN C3.2 BUILDING/SWALE SECTION C3.3 RETAINING WALL SECTION C4.0 OVERALL UTILITY PLAN •. A a 0 C1.0 COVER SHEET, VICINITY & LOCATION MAPS, DRAWIN+G INDEX C1.1 CONSTRUCTION NOTES C1.2 CONSTRUCTION NOTES C2.0 EXISTING CONDITIONS, EROSION CONTROL, & DEMOILITION PLAN C2.1 EROSION CONTROL NOTES & DETAILS C2.2 EROSION CONTROL NOTES & DETAILS C2.3 POST EROSION CONTROL PLAN C3.0 GRADING & DRAINAGE PLAN C3.1 SURFACING & SIGNING PLAN C3.2 BUILDING/SWALE SECTION C3.3 RETAINING WALL SECTION C4.0 OVERALL UTILITY PLAN C4.1 EASEMENTLAYOUT C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS C5.3 CIVIL DETAILS 5 4 3 I� Know what's below. Call before you dig. 2 T — w ��WAY GAME FARM- RD. E. _ DEADMOND FERRY 15 14 7 BELTLINE EAST RD. 22 23 AP COLONIAL, DR. Y. 69 KRUSE PROJECT 440M WAY H LOCATION A CARDINALWA Cn 0 TINAMOU LN, AVE. MALLARD GAME BIRT) F VICINITY MAP GENERAL LEGEND ITEM. PROPOSED EXISTING SANITARY SEWER SS STORM DRAIN _ SD WATER W GAS — G -- TELEPHONE T POWER —— - —P — - —- —- — FENCE X X X X BARRICADE n n n n TELEPHONE MANHOLE TEL TELEPHONE PEDESTAL O SANITARY SEWER MANHOLE Q STORM DRAIN MANHOLE O O CATCH BASIN M3 FIRE HYDRANTD AND VALVE `b'� WATER METER 0 ❑ WATER VALVE 0 � POWER POLE O O POWER POLE W/ANCHOR Q—:) Q� POLE W/LUMINARE O—# LIGHT POLE SIGN POST MAILBOX o � HEDGE OR BRUSH Y W�,V� TREES00 STREET OR ALLEY RIGHT OF WAY R/w PLATTED LOT LINE OWNERSHIP UNE EASEMENT OR TEMPORARY RIGHT OF WAY PROJECT CENTERLINE AND 2 o� NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS Ir_11PRnr~\ RENEWS: 6/30/2020 1 2 9 THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK SICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 a 503.316.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: COVER SHEET, VICINITY & .LOCATION MAPS, DRAWING INDEX DATE: 04.20.2020 REVISIONS: A FINAL SITE REVIEW COMMENTS A2 CITY SITE REVIEW COMMENTS A A A NOTICE: All drawings and written material appearing herein constitute t1e original and unpublished work of the Architect andmay not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: C1.0 OF WE JOB# 3172.0000.0 N ■ U 0 V} Z0 0 U N 0 N r 0 CL 0 0) {n i cu 0 0 c� 0 J a 0 0 CV 0 N 0 cv 0 N Q 0 ■ 20. Contractor shall field verify location and depth of all existing utilities where new 40. HMAC mixtures shall be placed only when the surface is dry and weather 63. All piped utilities abandoned in place shall have all openings closed with concrete GENERAL NOTES .. ° .. . facilities cross. All utility crossings marked or shown on the drawings shall be conditions are such that proper handling, finishing and compaction can be plugs with a minimum length equal to 2 times the diameter of the abandoned • r other non-invasive methods prior to excavating or accomplished. In no case shall bituminous mixtures be placed when the surface pipe. 1, .Contractor shall procure and conform to all construction permits required. by the potholed using hand- tools o boring. Contractor, shall be responsible for exposing potential utility conflicts for temperature is below the minimum established under 2018 OSSC (ODOT/APWA) City of Springfield and Springfield Utility Board (SUB). enough ahead of construction to make necessary rade or alignment i 64, The end of all utility service lines shall be marked with a 2-x-4 pointed white 9 y g g . ° 00744.40. (AC - Season .and Temperature Limitations) or the project Y R costs including but not limited to utility topping, modifications without delaying the work. If grade or alignment modification is specifications, whichever is more stringent. and wired to pipe stub. The pipe depth shall be written on the post in 2" block 2. Owner to pay all project permit 9 Y TV, and chlorination costs. The Contractor shall coordinate with the Approving necessary, Contractor shall notify the Design Engineer, and the Design Engineer letters. Agency to determine appropriate fees and provide the Owner with 48 hours or the Owner's Representative shall obtain approval from the Approving Agency 41. Contractor shall protect new pavement against traffic as required, until it has - prior to the required payment of fees or costs. prior to ,construction. cooled .sufficiently to _ avoid tracking. 65. All non-metallic water, sanitary and storm sewer piping. shall have an electrically notice p q P Ym conductive insulated 12 gauge solid core copper tracer wire the full length of the • • responsible for locating and marking all existing survey 42. For parking lots or private access drives, the final lift of AC pavement shall not installed pipe using blue wire for water and green wire for storm and sanitary 3. Oregon law requires the Contractor to follow rules adopted by the Oregon Utility 21. The Contractor shall be P 9 9 P Tracer wire shall be extended u into all valve boxes, catch basins, Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR monuments of record (including but not limited to property and street be placed until after the building is fully enclosed and weatherproof, unless piping. P • an -serve monuments are removed, otherwise approved bytheOwner's authorized representative. Pervious Concrete manholes and lateral cleanout boxes.. Tracer wire penetrations into manholes - 952 -001-0090. Obtain copies of the rules by calling the center. (Note, the monuments) prior to construction. if y y shall be within 18 inches of the rim elevation and adjacent to manhole steps. hone number for the Oregon Utility Notification Center is03-23 D tele 52-1987), disturbed or destroyed during construction of the project, the Contractor shall shall not be placed until 30 days prior to occupancy. , P 9 retain and pay for the services of a Registered Professional Surveyor licensed in The tracer wire shall be tied to the top manhole step or otherwise supported to ° • allow retrieval from the outside of the manhole All tracer wire splices shall be 4. Contractor to notifyCity, and all utility companies a minimum of 48 business the State of Oregon to reference and replace all .such monuments prior to final 43. Unless otherwise shown on the drawings or details, straight grades shall be run P y mode with waterproof or waterproof/corrosion resistant wire nuts. hours 2 business da prior to start of construction, and comply with all other payment. The monuments shall be replaced within a maximum of 90 days, and between all finish grade elevations and/or finish contour lines shown (exception, P P {} P the County Surveyor shall be notified in writing as required by per ORS 209.150. where grades are shown across sidewalks, slopes shall be adjusted to ensure that notification requirements of the Approving Agency with Jurisdiction over the work. maximum allowable sidewalk cross slopes are not exceeded). 66. No trenches in sidewalks, roads, or driveways shall be left in an open condition •22All facilities shall be maintained in-place by the Contractor unless otherwise overnight. All such trenches shall be closed before the end of each workday and 5. Contractor shall provide all bonds and insurance required by public and/or private . shown or directed. Contractor shall take all precautions necessary to support, • • normal traffic and pedestrian flaws restored. ' .Where required b public and/or private agencies P Y PP 44, Finish pavement .grades at .transition to existing pavement shall match existing agencies having jurisdiction. maintain, or otherwise protect existing utilities and other facilities at all times q y P P 9 p g pavement grades or be feathered past joints with existing _pavement as required having jurisdiction, the Contractor shall submit a suitable maintenance bond prior during construction. Contractor to leave existing facilities in an equal or 67. Before mandrel •testing, TV inspection or final acceptance of gravity pipelines, all du g 9 q to provide a .smooth, free draining surface. trench compaction shat! be completed and all sewers and storm drains flushed to final payment. better -than -original condition and to the satisfaction of the Approving Agency and Owner's Representative. 45. All existing or constructed manholes, cleanouts, monument boxes, gas valves, cleaned to remove all mud,- debris &foreign material .from the pipelines, fi. All materials and workmanship for facilities in street right -of --way or easements P water valves and similar structures shall be adjusted. to match .finish .grade of manholes. and/or catch basins. shall conform to Approving Agencies' construction specifications wherein each • has 23. Utilities or interfering portions of utilities that are abandoned in place shall be the pavement, sidewalk, landscaped area or median strip wherein they lie. Verify jurisdiction, including but not limited to the City, County, Oregon Health Division 9 DE removed by the Contractor to the extent necessary to accomplish the work. The that all valve boxes and risers are clean and centered over the operating nut, (OHD) and the Oregon Department of Environmental Quality (DEQ). Contractor shall plug the remaining exposed ends of abandoned utilities - after WATER SYSTEM: PP P a ro riate verification procedures have taken place. 46. Unless otherwise shown on the drawings, no cut or fill slopes shall be 68. SUB forces to operate all valves, including fire hydrants, on existing public mains. 7. Unless otherwise approved by the Public Works Director, construction of ail public constructed steeper than 3H:1 V. facilities shall be done between 7:00 a.m. and 6:00 p.m,, Monday through 24. Contractor shall remove all existing signs, mailboxes, fences, landscaping, etc., as69. All public water mains shall be class 52 ductile iron. ion and replace them to existing or 47. All planter areas, shall be backfilled with approved topsoil minimum 8 thick. Saturday. required to avoid damage during construct 8. The Contractor shall perform all work necessary to complete the project in better condition. Stripping materials shall not be used for planter backfill. 70. All private water mains shall be Class 52 ductile iron or C--900 PVC (DR 18). roved construction drawings includin such incidentals as out. 71. A!! fittings 4 -inches through 24 -inches in diameter shall be ductile iron fittings accordance with the app 9� 9 25. Any septic tanks encountered during construction shall be pumped 48. Contractor shall seed and mulch (uniformly by hand or hydroseed) all exposed - , to meet the Approving Agencies" requirements and provide a break bottom of tank out and backfill with ea gravel unless an disturbed areas which are not scheduled to be iandsca ed, includin in conformance with AWWA C-153 or. AWWA C-110. The minimum working may be necessary pp 9 9 Contractor shall p slopes d pressure for all MJ cast iron or ductile iron fittings 4 -Inches through 24 -inch in completed ro`ect, otherwise required b public agencies having jurisdiction. Septic tank removal to trench restoration areas. If the Contractor fails to apply seed and mulch in a P. 9 9 , R project. q YP be in accordance with County Sanitarian requirements. timely manner during periods favorable for germination, or if the seeded areas diameter shall be 350 psi for MJ fittings and 250 psi for flanged fittings. 9. Any inspection by the City or other Approving Agency shall not,, in any way, • fail to germinate, the Owner's -Representative may (at his discretion) require the 72. All water mains to be installed with a minimum 36 inch cover to finish grade relieve the Contractor from any obligation to perform the work in strict 26. Any wells encountered shall be abandoned per State of Oregon Water Resources Contractor to install sod to cover such disturbed areas. , . compliance with the contract documents, applicable codes, and Approving Agency Department requirements. unless otherwise noted or directed. Water service lines shall be installed with a requirements. minimum 30 -inch cover. Deeper depths may be required as shown on the 27. Any fuel tanks encountered shall be removed and disposed of per State of CURBS &SIDEWALKS: drawings or to avoid obstructions. 10° Contractor shall maintain one complete set of approved drawings on the Oregon DEQ requirements. Backfill, with compacted granular material. construction site at all times whereon he will record all approved deviations in 73. Unless otherwise shown or approved by the Engineer, all valves shall be flange C approved drawings, as well as the station locations and 49. Unless otherwise shown or indicated on the drawings, 6 -inches nominal curb construction from the pp 9 28. Contractor shall coordinate and pay all costs associated with removing or exposure used for design of all parking lot and street grades. connected to adjacent tees or crosses. depths of all existing utilities encountered. These field record drawings shall be abandoning any septic tanks, wells (including borehole piezometers) and fuel kept u to date at oil times and shall be available .for inspection by the 74. Thrust restraint shall be provided on all .bends, tees. and other direction changes P P tanks encountered as per regulating agency requirements. When shown on the r Owner's Representative upon request. Failure to conform to P 9 9 9 y q 50. Where new curbing connects to existing curbing or is installed along existing per Approving Agency requirements and as specified or shown on the drawings. Approving Agency o P P q drawings, these structures shall be removed or abandoned at the Contractor's streets or pavement, the gutter grade shall match the existing street grades so this requirement may result in delay in payment and/or final acceptance of the expense. The Contractor shall notify the Owner immediately upon discovery of as to allow drainage from the street to the gutter and through any transitions. p , , . , 75, Water service pipe 2 -inch and smaller on the public side of the meter shall be project. any septic tanks, wells, or fuel tanks not shown on the drarings, and obtain The Contractor shall notify the Owners Representative in writing of any grade Type K soft copper tubing conforming to ASTM B-$8 Water service pipe 3 -inch concurrence from the Owner rior to roceedin with the work. The Contractor p p g discrepancies or problems prior to curb placement. and larger shall conform to the construction drawings and approving agency 11. Upon completion of construction of all new facilities, Contractor shall submit a shall provide the Owner with a detailed cost breakdown of all work. related to standards. clean set of field record drawings containing all as -built information to the removing or abandoning said structures. The Contractar will be reimbursed on a 51, Contractor shall. -construct all handicap access ramps in accordance with current Engineer. All information shown on the Contractor's field record drawings shall time & materials basis or at a negotiated price as agreed by the Owner. ADA requirements. If significant errors or deviations are noted, an 76. Unless otherwise noted, water service pipe 3 -inch and smaller on the private be subject to verification. I g side of the meter shall be Schedule 40 PVC. Water service pipe 4 -Inches and as -built surveyprepared and stamped by a registered professional Land Surveyor 29. The Contractor shall be responsible for managing construction 52. Sidewalks shall be a- minimum of 4 -Inches canstandard residential tion activitiesto ensure 4hthick and idtil P P larger on the private side of the meter -shall be ASTM D2241 DR 21 (200 psi), shall be completed at the Contractor's expense. that public streets and right-of-ways are kept clean of mud, dust, or debris. driveways shall be a minimum of 6 --inches thick. Commercial use driveways and P with rubber gaskets conforming to ASTM F477. Unless otherwise specified, Dust abatement shall be maintained by adequate watering of the site by the alley approaches shall be minimum 8 -inches thick. All curbs, sidewalks and 9 - P • concrete, and shall be cured with private water service piping shall be hydrostatically pressure tested to a minimum 12. Contractor shall procure and conform to DEQ stormwater permit No. 1200C for Contractor. driveways shall be constructed using 3300 -psi con e, . of 150 of the maximum static pressure at the site. All materials and . 1 acre or more are disturbed. Type 1 or Type 1D clear curing compound. A{1 sidewalks shall be ADA compliant. construction activities where YP YP workmanship for all private water lines, including water lines located within any . building envelope, shall be installed in conformance with Uniform Plumbing Code • during when `t `1 t e • 9 P side 13. The contractor shall retoin and pay for the services of a registered Civil.. Engineer GRADING, PAVING &DRAINAGE. 53. Curb & sidewalk concrete shall be placed only d r ng periods w i will no b requirements. All water service pipe on the private side o€ the meter shall be licensed in the State of Oregon to establish construction doma ` ed b rain (protect unhardened concrete from precipitation). Concrete and/or Land Surveyor , 'and 9 Y installed by a licensed plumber in accordance with Uniform Plumbing Code ' ' 'on surve to establish the lines and rades� 30.. Contractor to review soils report prepared by FEI Testing and Inspection a shall not be laced on €cozen baserock. Do not begin concrete placement until control and perform initial constructs ys 9 f improvements as indicated on the drawings. Staking for buildings, structures, conform to all recommendations listed in the report. P requirements. o P temperature in the shade is a minimum of 35'F and rising, and stop placement s gravity drainagepipes/structures and other critical improvements shall be if air temperature falls below 35'F. Protect concrete from freezing for a curbs, g y 9 otherwise noted all grading, rocking and paving to conform to Oregon 77. Domestic .and fire backflow prevention devices and vaults shall conform to completed using equipment accurate to 0.04 feet horizontally and 0.02' feet 31. Unless 9 9 9 P minimum of 5 days after placement per OSSC (ODOT/APWA) 00440.40.d & P 9 q � Construction QSSC ODOT APWA , 2018 edition, requirements of public and/or private agencies having .jurisdiction. The vertically, or better. Use of GPS equipment for final construction staking of Standard Specifications for Con ( / / ) 00756.40 or the project specifications, whichever is more stringent. critical improvements is prohibited. The registered professional surveyor Contractor shall be responsible for having backflow devices tested and certified thesep P • sheet construction Clear and rub within work limits all surface vegetation, trees, stumps, brush, 'rots shall be installed direct{ over an pipes that cross under the prior to final acceptance of the work. shall provide the design engineer with copies of all grade s for c 32 g , 54. Contraction joints Y Y P P • r remove trees except as approved by the Owners staking performed for the project. roots, etc. Do not damage o P pp sidewalk, to control cracking. In general, cracks in new curbs or sidewalks (at 9 P P all roots two inches` in .. 78. Contractor shall provide .all necessary equipment and materials (including ._plugs, Representative or as shown on the drawings. Protectlocations other than contraction joints) are not acceptable, and cracked panels ' drawings for site lighting,site dimensioning, and continuation of diameter or larger. re laced unless otherwise approved b the Approving Agency blowoffs, valves, service taps, etc.} required to flush, test and disinfect waterlines 14. See architectural draw! gshall be removed & p PP Y PP 9 per the Approving Agency requirements. all utilities.and the design engineer. 33. Strip work limits, removing all organic matter, which cannot be compacted into a 79. Where new waterlines cross below or within 18 -inches vertical separation above a B stable mass. All trees, brush, and debris associated with clearing, stripping or 55. All sidewalks shall be ADA compliant. Direction of sidewalk cross slope shall P CONTROL grading shall be removed and disposed of off-site. conform with the sloe direction shown on the grading plan., Sidewalk cross sewer main or sewer service lateral, center one full length of waterline pipe at TRAFFIC P point of crossing the sewer line or sewer lateral. in addition (unless otherwise slopes shall not exceed 1:67 (1.5%) nor be less than 1 %. Longitudinal slope shall .. . ' ades warning signs, traffic cones and 34, For public and private improvements, except as otherwise allowed by the approved in writing by by the Approving Agency, existing sewer mains and/or service 15. Contractor shall erect and maintain barricades, g 9 ( P P not exceed 1.20 57o laterals within this zone shall be replaced with a full length of Class 50 Ductile ` irements cordance with s ecifications, drawing details or notes, immediately following stripping and ( }, all other traffic control devices required) per City requi in ac P - ns compact sub rade to 92% of the maximum dry density. "per Iron or C-900 PVC pipe (DR 18} centered at the crossing in accordance with Oregon amendments Access to driveways shall be grading operations* p g the current MUTCD (including g ) Ys inspected and 56. Where trench excavation requires removal of PCC curbs and/or sidewalks, the. OAR 333-061 and Approving Agency requirements. .Connect to existing sewer • control measures shall_ be a roved and in AASHTO T-180 test method (Modified Proctor). Subgrade must be p maintained at all times, All traffic c • curbs and/or sidewalks shall be sawcut and removed at a tooled joint unless j PP 9 9 Y q • • • PP 's authorized representative before placing, engineered fills • / • - , , lines with approved rubber couplings. Example: For an 8 -inch waterline with lace prior to any construction activity. Prior to any work in the existing public approved by the Owner P P otherwise authorized m writing by the Approving Agency. The sawcut lines shown _ _ P for base rock. g 36 -inches cover, 4 inch service Lateral inverts within 5,67 -feet (68 Inches) of right-of-way, Contractor shall submit final traffic control plan to the Approving or fine grading - ' a Lane Closure or Work in Right -of -Way on the drawings are schematic and nc�t intended to shove the exact alignment of finish grade must be Dl or C-900 PVC at the crossing. Agency for review and issuance of g Y Permit. 35. Engineered fills shall be constructed and compacted in 6" lifts over approved such cuts. ' l be engineered and comply with the Oregon Structural _ 80. All waterlines, services and appurtenances shall be pressure tested for Leakage. . subgrade. All fills shat g P Y 57. Unless otherwise shown on the drawings, areas. along curbs and: sidewalks shall • to 92% of the maximum dr density per All testing shall conform to requirements as outlined in the specifications, 16. -Prior to an work in the existing right-of-way, Contractor- shall submit final Specialty. Code, with each lift compacted Y Y Y be backfilled with approved topsoil, as well as being seeded and mulched (or traffic control plan to the Cit of Springfield for review and issuance of lane AASHTO T-180 test method (Modified Proctor). Approving Agency standards and/or testing forms, The hydrostatic test shall be P Y P hydroseeded), performed with all service line corporation stops open and meter stops closed, . closure permit. Contractor to obtain a lane closure permit before construction n work within the existing public ri ht--of-way, including public street hall conform to the requirements of OSSC (ODOT/APWA) and with all hydrant line valves open. Prior to the start of each pressure test, starts far any 9 R 9 36, Granular baserock s q improvements or driveway connections to existing streets. 02630,10A Graded Base Dense Aggregate), with no more than 10% passing- the °. the position of all mainline valves, hydrant line valves and service line corporation ( 9 PIPED UTILITIES -. #40 sieve and no more than 5% passing the #200 sieve. stops in the test segment shall be verified. TESTING AND INSPECTION: 37. Compact granular baserock to 92� of the maximum. dry density per AASHTO 58, All tapping of existing sanitary sewer, storm drain mains, and manholes must be 81. After the pressure test and prior to disinfecting, the water lines shall be T-180 test method Modified Proctor), Written baserock compaction test results done by City/SUB forces. thoroughly flushed through hydrants, blow offs or by other approved means. ° d private im rovements the Contractor shall be responsible to ( 17. For public an p p independent testing laboratory must be received b the Owner's . from an indep g Y Y 59. The Contractor shall have appropriate equipment on site to produce a firm, 82 Disinfection & Bacteriological Testing.All water mains and service lines shall be ensure that 011. required or necessary inspections ore completed by .authorized . . authorized representative before placing AC pavement, and a finished rock grade smooth, undisturbed sub rade at the trench -bottom, true to rade. The bottom 9 inspectors prior to proceeding with subsequent work .which covers or that Is g , 9 chlorine disinfected per Approving Agency requirements, AWWA C-651 or OAR P P P 9 • roof -roll witnessed by the Owners authorized representative) must be of the trench excavation shall be smooth, free of loose materials or tooth dependent on the work to be inspected. Failure to obtain necessary P ( 333-061 (25 mg/L minimum chlorine solution, 24 hours contact time), whichever P performed, grooves for the entire width of the trench prior to placing the ` granular bedding is more stringent. Unless otherwise approved b the Approving Agency, a inspection(s) and approvol(s) shall result in the Contractor being fully responsible material. ° 9 PP Y PP 9 ro leets and/or corrective measures arising from uninspected work. Representative from the Approving Agency shall witness the application of the for all p b / 38. A.C. pavement shall conform to OSSC (ODOT/APWA) 00745 (Hot Mixed Asphalt chlorine solution and the chlorine testingat the end of the 24 hour contact • l .ins inspection of .concrete P Inspections shall include Inspection and/or special p • shown "' • P P Concrete Pavement) for standard duty mix. Unless otherwise specified or 600. All pipes shall be bedded with minimum 6 --inches of 3/4 -0 crushed rock period. .After the 24 hour chlorine contact period, the free chlorine reinforcing steel prior to concrete placement. the drawings, base lifts shall be 3 4" dense graded mix, while wearing bedding and backfilled with compacted 3 4"--0 crushed rock in the pipe zone an g , / 9 P / P P concentration shall be checked, and ' if it is found to be 10 mg/Lor more, the how on -- pipe n • • " table courses shall be 1 2 dense graded mix. Unless otherwise specified ors (crushed rock shall extend a minimum of 12 inches over the top of the p p i chlorine solution shall be drained (otherwise the Fine shall be rechlorinated), the 18. Unless- otherwise specified, the attached Required Testing and Frequency / . ° n streets shall be Level 2 mix .. . • improvements the project. the drawings, A.C. pavement for parking lots and s all cases). Unless CDF or other backfill is shown or noted on the drawings, waterline flushed with potable water, and a minimum of two consecutive samples A outlines the minimum testing schedule for private impro son p je 9 . A.C. Pavement shall be a used under all improved areas including taken at least 24 hours apart shall be collected from the waterline for This testing schedule is not complete, and does not. relieve the Contractor of the (50 blow Marshall) per OSSC (OD4T/APWA) 00744.13 crushed rock trench backfill shall b p gp Th . • 9 .. P ' minimum um of 91 % of maximum density - as determined by the Rice pavement, sidewalks foundation slabs, buildings, etc. , -res onssbilit of obtaining all necessary .inspections or observations for .all work compacted to a minim Y p � 9 microbiological analysis (!e. one sample immediately offer flushing, and another P Y regardless of who is responsible for payment. Cost for retesting shall standard method. Written AC pavement compaction test results from an performed, reg P P Y!In sample 24 hours later). Contractor to pay for laboratory analysis of water laboratory must be received b the Owners authorized 61. Granular trench bedding and backfill shall conform to the requirements of OSSC. samples taken under the supervision of the Approving Agency. If the results of be borne by the Contractor. independent testing y Y P R PP 9 representative before final payment. (ODOT/APWA) 02630.10 (Dense Graded Base -Aggregate), 3/4"-0. Unless both analyses indicate that the water is free of coliform organisms, the waterline otherwise shown on the drawings, corn act ranular backfill to 92% of the . , . . • g p 9 may be placed in service. Should the initial treatment prove ineffective, the month well -sealed tight mat without' depressions t method (Modified Proctor). repeated until confirmed tests show acceptable results. EXISTING UTILITIES & FACILITIES. 39. Pavement surface shall be a s , g P maximum dry density per AASHTO T-180 test (Mod f chlorination shall be rope p or bird baths. Bony or open graded pavement surfaces shall be repaired to the 19, The location' and descriptions of existing utilities shown on the drawings are satisfaction of the Owner's authorized. representative, prior to final acceptance of 62. Contractor shall arrange to abandon existing sewer and water services not compiled from available records and/or field surveys, The Engineer or utility the work. scheduled to remain in service ' in accordance with approving agency requirements. companies do not guarantee the accuracy or the completeness of such records. Contractor shall field verify locations and sizes of all existing utilities prior to construction. i 5 4 3 � 2 � 1 No, �0 NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS RENEWS: 6/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON O ARCHITECT: PATRICK SICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 0 503.316.0455 0 PROJ ECT .NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: CONSTRUCTION NOTES DATE: 04.20.2020 REVISIONS: 1 A A 3 A 5 d NOTICE: All drawings and written material appearing herein constitute tie original and unpublished work of the Architect andmay not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: C1.1 OF: WE JOB# 3172.0000.0 Er 83. Disinfection of Connections. For connections which cannot be disinfected with 101. Prior to acceptance, the Owner's Representative may lamp storm lines upstream Less than 2' Cover the waterline mainlines as noted above, all fittings, valves and appurtenances, & downstream of structures to verify that the pipes are clean and there is no rubber gasket. including tool surfaces which will come in contact with potable water, shall be grout or concrete in the mainlines, and that there are no observable bellies in thoroughly cleaned by washing with potable water and then swabbed or sprayed the dine. When necessary, sufficient water to reveal low areas shall be B with a one percent (17) hypochlorite solution (10,000 mgA) in accordance with discharged into the pipe by the Contractor prior to any such inspection by the -a the requirements of AWWA C-651 and OAR 333-061. Owner's Representative or the Approving Agency. SEWER & STORM MANHOLES: FRANCHISE & PRIVATE UTILITIES: 84. All precast manholes shall be provided with integral rubber boots. Where 102. Unless otherwise shown on the drawings or approved by jurisdiction having D manholes without integral rubber boots are approved by the Owner's authority, all new franchise and private utilities (power, cable TV, telephone, gas, by manufactured tees or saddles. Representative and Approving Agency, a pipe joint shall be provided on all, data, communication, control, alarms, etc.) shall be installed underground. / mainlines within 1.5 feet of the outside face of the manhole. Where required by Installation of such utilities or associated conduits in a common trench with Unless otherwise shown on the drawings, all storm pipe inlets & outfalls shall be Public Works, watertight lockdown lids required on all manholes outside of public public water, sanitary sewer, or storm sewer is prohibited. beveled flush to match the slope wherein they lie. right--of-way. 3 cv 103. Contractor shall coordinate with gas, power, telephone, and cable TV Company for 85. Openings for connections to existing manholes shall be made by core -drilling the location of conduits in common trenches, as well as location or relocation of Maximum joint deflection shall not exceed 5 degrees or manufacturers existing manhole structure, and installing a rubber boot. Connections shall be vaults, pedestals, etc. The Contractor shall be responsible for providing franchise recommendations, whichever is less. watertight and shall provide a smooth flow into and through the manhole with no utility companies adequate written notice of availability of the open trench Pipe specified for lesser cover depths -or-- ponding. Small chipping hammers or similar light tools which will not damage or (typically 10 days minimum), and reasonable access to the open trench. Unless Unless otherwise shown or, directed, install storm sewer pipe in accordance with crack the manhole base may be used to shape channels, but may be used to otherwise approved in writing by the Approving Agency, all above -grade facilities manufacturer installation guidelines. enlarge existing openings only if authorized in writing by the Owner's shall be located in PUEs (where PUEs exist or will be granted by the After manhole channeling and prior to mandrel testing or final acceptance, flush Representative. Use of pneumatic jackhammers shall be prohibited. development), and otherwise shall be placed in a location outside the proposed and clean all sewers, and remove all foreign material from the mainlines, sidewalk location. 86. Manhole channels depths (sewer & storm) shall be to the heights shown on the See note 2 drawings, but in no case shall the channel depth be less than 2/3 of the pipe 104. Power, telephone and TV trenching and conduits shall be installed per utility Mandrel Testing._ Contractor shall conduct deflection test of flexible storm sewer diameter. Channels, as well as shelves between the channels and the manhole company requirements with pull. wire. Contractor shall verify with utility company pipes by pulling, an approved mandrel through the completed pipeline following walls, shall be sloped to drain per plan details. for size, location and type of conduit before construction, and shall ensure that trench compaction. The diameter of the mandrel shall be 95% of the initial pipe LL, trenches are adequately prepared for installation per utility company requirements. 87. Manholes constructed over existing sanitary sewers shall conform to the All changes in direction of utility conduit runs shall have long radius steel bends. backfilling and compaction has been completed. requirements of OSSC (ODOT/APWA) 490.41, Manholes over Existing Sewers. The See note 4 existing pipe shall not be broken out until after the completion of the manhole 105. Contractor shall notify and coordinate with franchise utilities for removal or test. relocation of power poles, vaults, pedestals, manholes, etc. to avoid conflict with See note 2 Public utility structures, fire hydrants, meters, sewer or storm laterals, etc. SANITARY SEWER SYSTEM: 88. Unless otherwise specified, sanitary sewer pipe shall be solid gall PVC in otherwise specified, one set of cylinders per 100 cubic yards be conducted b an a roved technical service which is equipped to make conformance with ASTM D3034, SDR 35 (:<15") or ATSM F-679, PS 46 { ?18 (or portion thereof) of each class of concrete placed per day Minimum stiffness shall be 46 psi per ASTM D-2412 and joint type shall be elastomeric gasket conforming to ASTM D-3212. All other appurtenances and C installation to conform to the Approving Agency s specifications. All materials Building permit inspection & Special inspection for structural and workmanship for all private sanitary sewers, including sewers located within concrete, reinforced masonry, epoxy anchors, etc. as any building envelope, shall be installed in conformance with Uniform Plumbing Code requirements. 89. Unless otherwise specifically noted on the drawings, manufactured fittings (tee or Retaining balls Building permit inspection and Special inspection, as well wye per Approving Agency) shall be used for all lateral connections to new sewer See note 5 mainlines. 90. Contractor shall provide all necessary materials, equipment and facilities to test applicable State Building Code requirements sanitar sewer into and appurtenances for leakage in accordance with testing Y P schedule herein or the Approving Agency's construction standards, whichever are more stringent. Sanitary sewer pipe and appurtenances shall be tested for leakag Leakage e. Le ka a tests shall include an air test of all sewer mains and laterals. -- STORM DRAIN SYSTEM: 91. Storm sewer pipe materials shall conform to the construction drawings and Approving Agency's requirements. Unless otherwise noted or shown on the drawings, storm sewer pipe materials with watertight joints shall conform to the attached "Storm Pipe Table". Contractor shall use uniform pipe material on each pipe run between structures unless otherwise directed or approved. Jointed HDPE pipe shall not be used for slopes exceeding ten percent (10%). All materials and workmanship for all private storm drains, including storm drains located within any building envelope, shall be installed in conformance with N Uniform Plumbing Code requirements. A Y PP audio-visual recordings of the TV inspections on DVD (VHS video tape acceptable a only upon prior written approval by Public Works). Unless otherwise required by the agency with jurisdiction, a standard 1 -inch diameter bail shall be suspended T: in . front of the camera during the inspection to determine the depth of any cv standing water. Sufficient water to reveal low areas or reverse grades shall be c discharged into the pipe immediately prior to initiation of the TV inspection. The N DVD and written report shall be delivered to the Approving Agency: C7 N L C2. 92. Contractor shall designate the pipe material actually installed on the field record Less than 2' Cover Contractor drawings and provide this information for inclusion on the as -built drawings. rubber gasket. Streets, Fire Lanes, Common Driveways, Parking Lots, Pads, Fills, etc. Subgrade 1 Test/4000 S.F. f Lift (4 min), locations to (typically 93. Catch basins and junction boxes shall be set square with buildings or with the B edge of the parking lot or street wherein they lie. Storm drain inlet structures -a alternate sides of road or access aisles) and paving shall be adjusted so water flows into the structure without ponding ¬e 3 water. 0 Z 94. Unless otherwise approved by the Engineer, all storm drain connections shall be acceptable to approving agency Y by manufactured tees or saddles. 1 Test/4000 S.F.Alft (4 min), locations Boserock to / See note 2 95. Unless otherwise shown on the drawings, all storm pipe inlets & outfalls shall be 0 shall be ADS N-12 IB WT, Hancor Blue Seal, or approved equal beveled flush to match the slope wherein they lie. alternate sides of road or access aisles)¬e 3 cv 96. Sweep (deflect) storm sewer pipe into catch basins and manholes as, required. v Cover Depth Maximum joint deflection shall not exceed 5 degrees or manufacturers o Class 50 ductile iron pipe with bell and spigot joints and rubber recommendations, whichever is less. Piped Utilities, All Trench Backfill 1 Test/200 Foot Trench/Lift (4 min) Pipe specified for lesser cover depths -or-- nr '-' 97. Unless otherwise shown or, directed, install storm sewer pipe in accordance with v See note 2 manufacturer installation guidelines. a 98. After manhole channeling and prior to mandrel testing or final acceptance, flush spigot joints and rubber gasket -or- depth limits listed) and clean all sewers, and remove all foreign material from the mainlines, See note 4 manholes and catch basins. c See note 2 cn 99, Mandrel Testing._ Contractor shall conduct deflection test of flexible storm sewer fittings, -except- (**)jointed HDPE (high density polyethylene) pipes by pulling, an approved mandrel through the completed pipeline following Air Test Per City or APWA Requirements, than 12 feet. trench compaction. The diameter of the mandrel shall be 95% of the initial pipe LL, whichever is more stringent diameter. Test shall be conducted not more than 30 days after the trench backfilling and compaction has been completed. Mandrel 95% of actual inside diameter f See note 4 TV inspection All. Lines must be cleaned prior to TV work 100. TV Inspection. Upon completion of all storm sewer construction, testing and Concrete, Block, etc. repair, the Contractor shall conduct a color TV acceptance inspection of all See note 2 mainlines in accordance with OSSC (ODOT/APWA) 445.74 to determine compliance o with grade requirements of OSSC (ODOT/APWA) 445.40.b. The TV inspection shall _J otherwise specified, one set of cylinders per 100 cubic yards be conducted b an a roved technical service which is equipped to make A Y PP audio-visual recordings of the TV inspections on DVD (VHS video tape acceptable a only upon prior written approval by Public Works). Unless otherwise required by the agency with jurisdiction, a standard 1 -inch diameter bail shall be suspended T: in . front of the camera during the inspection to determine the depth of any cv standing water. Sufficient water to reveal low areas or reverse grades shall be c discharged into the pipe immediately prior to initiation of the TV inspection. The N DVD and written report shall be delivered to the Approving Agency: C7 N L C2. STORM PIPE TABLE Party Responsible for payment REQUIRED TESTING AND FREQUENCY TABLE Less than 2' Cover Contractor Others {see note 1) rubber gasket. Streets, Fire Lanes, Common Driveways, Parking Lots, Pads, Fills, etc. Subgrade 1 Test/4000 S.F. f Lift (4 min), locations to (typically See note 2 acceptable approving agency PVC pipe conforming to AWWA C900 DR 18 (6"-12") or AWWA alternate sides of road or access aisles) 2-1/2" to 15' Cover ¬e 3 Engineered Fills 1 Test/4000 S.F./Lift (4 min), locations / See note 2 acceptable to approving agency Y & note 5 1 Test/4000 S.F.Alft (4 min), locations Boserock to / See note 2 acceptable approving agency (typically V shall be ADS N-12 IB WT, Hancor Blue Seal, or approved equal alternate sides of road or access aisles)¬e 3 1 est 6000 .S.F. Lift 4 min), locations Asphalt Y See note 2 Cover Depth acce table to AA (typ. alternate as above Less than 2' Cover Class 50 ductile iron pipe with bell and spigot joints and rubber Piped Utilities, All Trench Backfill 1 Test/200 Foot Trench/Lift (4 min) Pipe specified for lesser cover depths -or-- See note 2 Class IV ASTM C-76 reinforced concrete pipe with bell and Trench AC Restoration 1 Test/300 Foot Trench (4 min) spigot joints and rubber gasket, ASTM 150, Type 11 cement. See note 2 Pipe specified for lesser cover depths -or- Water Pressure Test (to be witnessed by Owner's Representative to max. spigot joints and rubber gasket -or- depth limits listed) or approving -agency) See note 4 Bacterial Water Test Per Oregon Health Divlslon See note 2 Chlorine Residual Test Per City Requirements V fittings, -except- (**)jointed HDPE (high density polyethylene) Sanitary Sewer Air Test Per City or APWA Requirements, than 12 feet. See note 4 See construction drawings. whichever is more stringent V Storm Mandrel 95% of actual inside diameter f See note 4 TV inspection All. Lines must be cleaned prior to TV work Concrete, Block, etc. Slump, Air & Cylinders for structural & reinforced concrete, See note 2 equipment slabs, curbs, sidewalks & PCC pavements. Unless otherwise specified, one set of cylinders per 100 cubic yards (or portion thereof) of each class of concrete placed per day Slump & air tests required on some load as cylinders. Building permit inspection & Special inspection for structural See note 6 concrete, reinforced masonry, epoxy anchors, etc. as required by applicable State Building Codes. Retaining balls Building permit inspection and Special inspection, as well Y See note 5 as compaction testing on backfill, all in conformance with &, note 6 applicable State Building Code requirements Note 1: "Others" refers to Owner's authorized Representative or Approving Agency as applicable. Contractor responsible for scheduling testing. All testing must be completed prior to performing subsequent work. Note 2: Testing must be performed by an approved independent testing laboratory. Note 3: In addition to in-place density testing, the subgrode and base rock shall be proof - rolled with a loaded 10 yard dump truck provided by the Contractor. Boserock proofroil shall take place immediately prior to (within 24 hours of) paving, and shall be witnessed by the Owner's authorized Representative or approving agency. Location and pattern of testing and proofroll to be as approved or directed by said Owner's authorized Representative or approving agency. Note 4: To be witnessed by the Owner's Representative or approving agency. The Contractor shall perform pretests prior to scheduling witnessed waterline or sanitary sewer pressure tests, or pipeline mandrel test. Note 5: The approved Independent laboratory retained by the Contractor shall provide a certification (stamped by an engineer licensed in the State of Oregon) that the subgrode was prepared and all engineered fills were placed in accordance with the provisions of the construction drawings and the contract documents. Note 6: , Regardless of who is responsible for payment, the Contractor is responsible for scheduling and coordinating any and all required inspections and Special inspections as required by applicable building codes or jurisdictions having authority. STORM PIPE TABLE Cover Depth 6" - 18" Diameter Less than 2' Cover Class 50 ductile iron pipe with bell and spigot joints and rubber gasket. 2' to 2-1/2* Cover Pipe specified for lesser cover depths -or- Class 3, ASTM C-14 non -reinforced concrete pipe with bell and spigot joints & rubber gaskets, ASTM 150 Type 11 cement, -or- PVC pipe conforming to AWWA C900 DR 18 (6"-12") or AWWA C--905 (14"-18") with bell and spigot joints and rubber gasket 2-1/2" to 15' Cover . Pipe specified for lesser cover depths -or- PVC pipe conforming to ASTM D-3034 PVC SDR 35 (6"--15") or ASTM F-679 PVC solid wall SDR 35 (18") with bell and spigot joints and rubber gasket. --or- HDPE (high density polyethlene) pipe conforming to AASHTO M-252, (W-10") or AASHTO M-294 (12"-18"). For slopes less than 6% the pipe shall be ADS N-12 IB ST, Hancor Sure -Lok F477, or approved equal. For slopes greater than 6% the pipe shall be ADS N-12 IB WT, Hancor Blue Seal, or approved equal with watertight pressure testable fittings, -except- jointed HDPE (high density polyethylene) pipe referenced above not permitted for depth to invert greater than 12 feet.. More than 15' Cover See construction drawings. Cover Depth 21" - 30" Diameter Less than 2' Cover Class 50 ductile iron pipe with bell and spigot joints and rubber gasket. 2' to 2-1/2' Cover Pipe specified for lesser cover depths -or-- Class IV ASTM C-76 reinforced concrete pipe with bell and spigot joints and rubber gasket, ASTM 150, Type 11 cement. 2-1/2' to 15' Cover Pipe specified for lesser cover depths -or- (**HDPE allowed up diameter to 60"subject ASTM F-679 PVC solid wall SDR 35 pipe with bell and to max. spigot joints and rubber gasket -or- depth limits listed) HDPE (high density polyethlene), pipe conforming to AASHTO M-294. For slopes less than ---6% the pipe shall be ADS N-12 IB ST, Hancor Sure -Lok F477. or approved equal. For slopes greater than 6% the pipe shall be ADS N-12 IB WT, Hancor Blue Seal, or approved equal with watertight pressure testable fittings, -except- (**)jointed HDPE (high density polyethylene) pipe referenced above not permitted for depth to invert greater than 12 feet. More than 15' Cover See construction drawings. Greater than 30" diameter and other pipe materials: Case by case basis. N1, _�10 NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS itMEWS: 6/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 A 503.316.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: CONSTRUCTION NOTES DATE: 04.20.2020 REVISIONS: A A A A NOTICE: All drawings and written material appearing herein constitute tYe original and unpublished work of the Architect andmay not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: C1.2 OF: WE JOB# 3172.0000.0 N W� D V " GAS GASAS GAS AS — GAS GAS wGAS H2" GAS GAS GAS Gr GAS 4" GAS -GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 4' A5 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS AS GAS — GAS 4 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G. 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A CL 2 v 0 a I l_ SO N ~ SD SD SD SD SD -- SD SD SD SD \© SD SD SQ SD SD SD SD SD SD SD SD SD SD a '^ DEADMOND FERRY RD p N o j p p 1 \ P o 1 1 R P `MailBox ` o Q ELEC EL ELEC ELEC — C313 D3�3 C313 ��3 D313 D3�3 -- �3 D 3 D3�3 D3�3 D3 3 l3 3'13 D31� \,,£)3l3 D 3 � C313 3 --- 3 � 313 at D � C 3l3 D3�3 D3�3 D l3 33l - 3l3 3l3 D 13 C 3 3l 3l ELEC ELEC —E--- _— — _ EXIST P w '� –� `v R �\a STOP SIGN -- — — R - R STORM. r EXIST 35 MPH 0 1 I ' ,, '' ` r \r ~ R 5 a l l SPEED SIGN 55 0 1 s ti `' 0 24 " CUL VER"` 4 <� SHED �� \ R s 1 EL = 429.82 \ 1 4.box5.25\ '1 �,, rQ , 1 P X36 R `� `� \ ► \ �� 1 f 'Po \ \ \ I `` \I �,, `� SED \ ' ' R t f \ I �� ' 6.0Ox 25 \s \\ 1 \ \ ` \ `• \ \ DIRECTIOIU,' EXISTING BUILDING ' OF FLOW , APPROXIIMATE \�' `� HEIGHT- 456.28 EXISTING BUILDING so \ FF- 439.01 HEIGHT 454.19 p o ;FISTING DRAINAGE \ \ \\ ` �R FF 439.51 FLO141S SOUTH EAST \ \ \ \ s � SHEDHEIGH \� Z. \ � . v t EXISTING � R �'*� � ., �` �� \ R � �� � v 0) FF 43724 y S R 0 15 30 60 y a 432 R R � � A-1 VA ljo ; -� i (feet) EXISTING B F> t`G -7s FF 438.65' -OI�1 �``�-r- I � \ /'� �.. t� �i SHED CONSTRUCTION I _ �j P a R ENTRANCE R TREES `� �}� R 1 s \ A r SHED: ° \ ° R ° f 11. oQxzo. oo o�� --`' -----— a �` R FENCE \ `''r(, t ■L.,�, �,Q�� �3j) °,� s PCC s \ '" t 9 ! ;NICKEN LEGEND WASHOUT _ \ DEMOLITION _4�� 11 1 M2 m. - - a` " y .. tea, `^, A ABANDON IN PLACE s s� WE OUNDARY 422 -AT ALL TIMES. P CONTRACTOR TO SAVE & PROTECT CONTRACTOR TO REMOVE &DISPOSE OFF SITE. — J 42,3 S WETLAND TO `� RC} REMOVED BY OTHERS - , BE FILLED -� \ _7:7°S ` 430 ~� ...., : � �.... R1 CONTRACTOR TO RELOCATE S SAWCUT.A\,- \n 1I \ EROSION CONTROL LEGEND NOTE: THE NEAREST LANE TRANSIT DISTRICT FACILITIES ARE ON RIVERBEND DRIVE t \ SILT FENCE NEAR ST JOSEPH PLACE AND ON INTERNATIONAL WAY NORTH OF THE/ SEED INTERSECTION WITH DEADMOND FERRY ROAD. ACCORDING TO THE CITY'S SILT SACK INLET PROTECTION �I — YEAR TIME OF TRAVEL ZONE FOR USE BIO BAGS ON CURB INLET MAPPING THE SITE I S WITHIN THE .a CATCH BASINS. USE SILT SACKS THE SPORTS WAY WELLHEAD.. ON STANDARD CATCH BASINS.� NOTES: 1. REMOVE & REPLACE EXIST DRIVEWAY & DROP CURB WITH FULL DEPTH CURB TO CITY STANDARDS. 2. NO STOCKPILING ALLOWED ON SITE. - 3. THE SITE IS IN THE 2 YEAR TRAVEL OF TIME ZONE. A DRINKING WATER PROTECTION PERMIT IS REQUIRED. 4. A TREE FELLING PERMIT IS REQUIRED BEFORE REMOVING ANY TREES. 5. SEE DWG C3.0 FOR NEW FINISH GRADES. A LAND DRAINAGE & ALTERATION PERMIT IS REQUIRED. -- STRIP & WASTE 3000 CY EXCAVATE & PLACE IN FILL 500 CY IMPORT At P1 ACF IN FILL 4000 CY 5 2 1 o� NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS 4 RENEWS: 8/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK SICKLER, LLC 1313 MIII St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 Q 503.316.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: EXISTING CONDITIONS, EROSION CONTROL, & DEMOLITION PLAN DATE: 04.20.2020 REVISIONS: A A A4 NOTICE: All drawings and written material appearing herein constitute tre original and unpublished work of the Architect andmay not be duplicated, used or disclosed tivithout the prior written consent of the Architect. SHEET: C2.0 OF: WE JOB# 3172.0000.0 N 0 ■ DEQ EROSION CONTROL STANDARD NOTES: 1. Hold a pre -construction meeting of project construction personnel that includes the inspector to discuss erosion and sediment control measures and construction limits. (Schedule A,8.c.i.(3)) 2. Allinspections must be made in accordance with DEQ 1200-C permit requirements. (Schedule A.12.b and Schedule B.1) 3. Inspection logs must be kept in accordance with DEQ's 1200-C permit requirements. (Schedule B.1.c and B.2) 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local D municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retained by the permit registrant but do not need to be at the construction site. (Schedule B.2.c) 5. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described in the ESCP is a violation of the permit. (Schedule A 8.a) 6. The ESCP must be accurate and reflect site conditions. (Schedule. A.12.c.1) 7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all necessary revision to DEQ or Agent within 10 days. (Schedule A.12.c.iv. and v) 8. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of erosion. Schedule A.7.a.ili) 9. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important trees and associated rootin zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site and sensitive areas Fie.g., wetlands), and other areas to be preserved, especially in perimeter -- areas. (Schedule A.8.c.i.(1) and (2)} 10. Preserve existing vegetation when practical and re -vegetate open areas. Re -vegetate open areas when practicable before and after grading or construction, identify the type of vegetative seed mix used. (Schedule A.7.a.v) 11. Maintain and delineate any existing natural buffer within the 50 -feet of waters of the state. (Schedule A.7.b.i.and (2(a)(b)) 12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers prior to land disturbance. (Schedule A.8.cl(5)) 13, Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstream channels and streambanks. (Schedule A.7.c) 14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times during construction, both internally and at the site boundary. (Schedule A.7.d.i) C 15. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Schedule A.8.c.i•(6)) 16. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses. Temporary or permanent stabilizations measures are not required for areas that are intended to be left unvegetated, such as dirt access roads or utility pole pods.(Schedule A.8.c.11.(3)) 17. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i•(7)) 18. Prevent tracking of sediment onto public or private roads using BMPs such as: construction entrance, graveled (or paved) exits and parking areas, gravel all unpaved roads located onsite, or use an exit fire wash. These BMPs must s SUEPLEMENTAL 1. Erosion control measures shall be maintained in such a manner as to ensure that sediment and sediment -laden water does not enter the drainge system, roadways, or violate applicable water quality standards. 2. The erosion control construction, maintenance, replacement and upgrading of the erosion control facilities Is the responsibility of the Contractor until all construction is completed and approved, and permanent erosion control (i.e. vegetation/landscaping) is established on all disturbed areas. 3. All recommended erosion control procedures are dependent on construction methods, staging, site conditions, weather and scheduling. During the construction period, erosion control facilities shall be upgraded as necessary due to unexpected storm events and to ensure that sediment and sediment laden water does not leave the site. 4. The Contractor is responsible for control of sediment transport within project limits. If an installed erosion control system does not adequately contain sediment on site, then the erosion control measures shall be adjusted or supplemented by the Contractor as necessary to ensure that sediment laden water does not leave the site. Additional measures shall be provided as required to ensure that all paved areas are kept clean for the duration of the project. Additional interim measures will include, at a minimum, installation of silt fences in accordance with the details shown on the drawings. These measures shall be installed along all exposed embankments and out slopes to prevent sediment transport. 5. All existing and newly constructed storm inlets and drains shall be protected until pavement surfaces are completed and/or vegetation is established. 6. Erosion control facilities and sediment fences on active sites shall be inspected by the. Contractor at least daily during any period with measurable precipitation. Any required repairs or maintenance shall be completed immediately. The erosion control facilities on inactive sites shall be inspected and maintained by the Contractor a minimum of once a month or within 24 hours following the start of a storm event. 7. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. The Contractor shall remove all accumulated sediment from all impacted catch basins and storm pipes prior to acceptance by the Owner. 8. The Contractor is solely responsible for protection of all adjacent property and downstream facilities from erosion and siltation during project construction. Any damage resulting from such erosion and siltation shall be corrected at the sole expense of the Contractor. 9. The Contractor shall provide site watering as necessary to prevent wind erosion of fine-grained soils. 10. Unless otherwise indicated on the drawings, all temporary erosion control facilities, including sediment fences, silt sacks, bio -bags, etc. shall be removed by the Contractor within 30 days after permanent landscaping/vegetation is established. 11. Sediment fences shall be constructed of continuous filter fabric to avoid use of joints. When joints are necessary, filter cloth shall be spliced together only at a support post, with a minimum 6 -inch overlap, and both ends securely fastened to a post. 12. Sediment fence shall be installed per drawing details. Sediment fences shall have adequate support to contain all silt and sediment captured. 13. The standard strength filter fabric shall be fastened securely to stitched loops installed on the upsiope side of the posts, and 6 inches of the fabric shall be extended into the trench. The fabric shall not extend more than 30 inches above the original ground surface. Filter fabric shall not be stapled to existing trees. 14. Bio -filter bags shall be clean 100 percent wood product waste. Bogs shall be 18 -inch x 18 -inch x 30 --inch, weigh approximately 45 lbs., and be contained in a bag made of 1/2 -inch plastic mesh, be in place prior to land --disturbing activities. (Schedule A 740 and A.8.c.1(4)) 15. Sediment barriers shall be maintained until the up-slope area has been permanently stabilized. At no time shall 19. When trucking saturated soils from the site, either use water -tight trucks or drain loads on site. (Schedule A.7.d.ii.(5)) 20. Control prohibited discharges from leavin the construction site, i.e., concrete wash --out, wastewater from cleanout of stucco, paint and curing compounds. Schedule A•6) 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, • other cleaning and; maintenance activities; and waste handling activities. These pollutants maintenance, and storage,9 include fuel, hydraulic fluid, and other oilsfrom vehicles" and machinery, as well , as debris, fertilizer, pesticides and herbicides, paints, solvents, curing compounds and adhesives from construction operVit` s. (Schedule A..e.L(2)) 22. Implement the following BMPs when applicable: written spill prevention and response procedures, employee training on spill prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Schedule A. Te.iil.) r, 23. Use water, soil -binding agent or other dust control technique as needed to avoid wind-blown soil. (Schedule A N 7.o.iv) t,> 24. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to minimize nutrient releases to surface waters. Exercise caution when using time -release fertilizers within any CONTROL MEASURE PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 Silt Fencing X X X X Construction Entrance X X Sediment Traps system, location of inlet, location of discharge, discharge dispersion device design, and a sampling plan and ys frequency) before operating the treatment systema Obtain pian approval before operating the treatment system. X X Minimum Frequency, Storm inlet Protection 21. Minimum wet weather slope protection. For slopes steeper than 3H:1 V but less than 2H:1 V, use Tensor/North X X Concrete Washout Operate and maintain the treatment system according to manufacturers specifications. (Schedule A.9.d) P X X Daily when stormwater runoff, including runoff from Rock Outlet Protection American Green Type 5150 erosion control blanket. For slopes 2H:1 V or steeper, use Tensar North American yP • _i P P / Green Type SG150 erosion control blanket. Use a minimum of 2 -inches straw mulch or Tensor/North American 06 Lo X X X Permanent Seeding 9 and snowmelt, is occurring. Green Type S150 for slopes flatter than 3H:1 V. Slope protection shall be placed on all disturbed areas z X Planting At least once every 14 days, regardless of whether immediately after completion of each section of construction activity, until the erosion control seeding has been Phase 1: Prior to Ground Disturbance Phase 2: After Completion of Rough Grading Phase 3: After Installation of Storm Facilities Phase 4: After Paving & Construction Phase 5: After Project Completion and Cleanup more than 10 -inches of sediment be allowed to accumulate behind sediment fences. No more than 2 inches of sediment shall be allowed to accumulate behind bio -filter bags. Sediment shall be removed prior to reaching the above stated depths. New sediment barriers shall be installed uphill as required to control sediment transport. 16. Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to ensure' that all paved areas are kept clean for the duration of the project, 17. The. Contractor shall verify that all trucks are well sealed when transporting saturated soils from the site. Water drippage from trucks transporting saturated soils must be reduced to less than 1 gallon per hour prior to leaving the site. 18. The entrance shall be maintained in a condition that will prevent tracking or flow of mud onto the public right-of-way or approved access point. The entrance may require periodic top dressing as conditions demand, and repair and/or cleanout of any structures used to trap sediment. 19. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately, and the Contractor shall provide protection of downstream .inlets and catch basins to ensure sediment laden water does not enter the storm drain system. 20. Temporary grass cover measures must be fully established by October 15th, or other cover measures {ie. erosion t 1 k k t ith h 3-i h i I f t i h 6 mil HDPE lastic sheet etc ) shall be in c0 -� ... waterway riparian zone. (Schedule A.9.b.iii} con rw ac o s, ns n mum o s r %.4 TV mu c , p , . W on e s nrc em place over all disturbed soil areas until April 30th. To establish an adequate grass stand for controlling erosion B 25. le electro-coagulation,flocculation filtration etc. for sediment or other !f an active treatment system (for examp , ) INSPECTION FREQUENCY FOR BMP by October 15th, it is recommended that seeding and mulching occur by September 1st. Straw mulch, if used, shall not leave any bare visible through the straw. pollutant removal is employed, submit an operation and maintenance plan (including system schematic, location of ground system, location of inlet, location of discharge, discharge dispersion device design, and a sampling plan and ys frequency) before operating the treatment systema Obtain pian approval before operating the treatment system. Site Condition Minimum Frequency, 21. Minimum wet weather slope protection. For slopes steeper than 3H:1 V but less than 2H:1 V, use Tensor/North 0 Operate and maintain the treatment system according to manufacturers specifications. (Schedule A.9.d) P • 1. Active period Daily when stormwater runoff, including runoff from American Green Type 5150 erosion control blanket. For slopes 2H:1 V or steeper, use Tensar North American yP • _i P P / Green Type SG150 erosion control blanket. Use a minimum of 2 -inches straw mulch or Tensor/North American 06 Lo 26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is P y snowmelt, is occurring. Green Type S150 for slopes flatter than 3H:1 V. Slope protection shall be placed on all disturbed areas z responsible for ensuring that soils are stable during. rain events at all times- of the year. (Schedule A 7.b} At least once every 14 days, regardless of whether immediately after completion of each section of construction activity, until the erosion control seeding has been stormwater runoff is occurring. established. As an option during temporary or seasonal work stoppages, a 6 -mil HDPE plastic sheet may be "' 27, As needed based on weather conditions, at the end of each workday soil stockpiles must be stabilized or covered, The plastic sheet shall be provided with an anchor trench at the to and bottom of placed on exposed slopes. p p p N or other BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading to 2. Prior to the site becomin inactive g Once to ensure that erosion and sediment control the slope, and shall be sandbagged on the slopes as required to prevent damage or displacement by wind. N U surface waters. (Schedule A 7.e.ii.(2}) or in anticipation of site inaccessibility. p y measures are in working order. An necessary g y y 22. Permanent erosion control vegetation on all embankments. and disturbed areas shall be re-established as soon as 5 28. ground activities. Construction activities must avoid or minimize excavation and bare vities during wet weather. ( Schedule maintenance and repair must be made prior to leaving the site. construction is completed. P A.7.a. i) 23. Soil preparation.. Topsoil should be prepared according to landscape plans, if available, or recommendations of ? 29. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before • 3 Inactive periods greater than seven P 9 days Once ever month. y gross seed supplier. It is recommended that slopes be textured before seeding b rack walking ie. driving a 9 PR P 9 Y 9 ( 9 crawling tractor up and down the slopes to leave a pattern of cleat imprints parallel to slope contours) or other _ fence removal. (Schedule A.9.c.i) (14) consecutive calendar method to provide stable areas for seeds to rest. 30. ' r such as blobs s : remove sediment before !t reaches two inches de th above ground Other sediment barriers ( g) P A.9.c.i) 4. Periods during which the site is inaccessible due to inclement weather If practical, inspections must occur daily at a relevant and accessible discharge point or P 24 . When used, hydromulch shall be applied with grass seed at a rate of 2000 lbs. per acre between April 30 and height and before BMP removal. (Schedule downstream location. June 10, or between. September 1 and October 1. On slopes steeper than 10 percent, hydroseed and mulch shall Q 31. • • n sediment Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and be applied with a bonding agent (tockifier). Application rate and methodology to be in accordance with seed v� o traps: remove trapped sediments before design capacity has been reduced by fifty percent and at completion of 5. Periods during which discharge is Monthly. Resume monitoring immediately upon melt, supplier recommendations. PP cu project. (Schedule A.9.c.iii& iv) unlikely due to frozen conditions or when weather conditions make discharge Likely. 25. When used in lieu of hydromulch, dry, loose, weed free straw used as mulch shall be at a rate of 4000 w ,,. 32. e construction site mush be remediated. Investigate the cause Within 24 hours, significant sediment that has left th uction g .applied lbs., per acre (double the hydromulch application requirement), Anchor straw by, working in by hand or with equipment (rollers, cleat trackers, etc.). Mulch shall be spread uniformly immediately following seeding. of the sediment release and implement steps to prevent a recurrence of the discharge within the some 24 hours. Any in -stream clean-up of sediment shall be performed according to the Oregon Division of State Lands required ' .i timeframe. (Schedule A.9 b) BMP Rationale comprehensive list of available Best Management Practices BMP options based A compreh 9 (BMP) p 26. When conditions are not favorable to germination and establishment of the grass seed, the Contractor shall _ on DEQ's 1200-C Permit Application and ESCP Guidance has been reviewed to complete this irrigate the seeded and mulched areas as required to establish the grass cover. 0 1, 5 33. Vacuuming in or dr occur.a st nothe The intentional washing of sediment into storm sewers or drainage ways_ mu9 y A.9.b.ii) .Document Erosion and Sediment Control Plana :Some of the above listed .BMPs were not chosen because they 27, Seeding. Recommended erosion control gross seed mix is as follows. Dwarf gross mix low height, low 9 9 9 9 sweeping and material pickup must be used to cleanup released sediments. (Schedule were determined to not effectively manage erosion prevention and sediment control for this project yincludin maintenance) consisting of dwarf perennial ryegrass (80 by weight), creeping red fescue {20 by weight}. J �. A 34. The entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding, or other ' conditions, soil conditions topographic constraints, accessibility to the based on specific site co gy site, and other related conditions. As the project progresses and there is a need to revise the ESCP, Application rate shall be 100 lbs. per acre minimum PP P ' 2 method should all construction activities cease for 30 days or more. (Schedule A.7.f.i) - an Action Plan will be submitted. 28. Grass seed shall be fertilized at a rate of 10 lbs. per 1000 S.F with 16- 16-16 slow release type fertilizer. co 35, Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more Development areas within 50 feet of water bodies and wetlands must use a non -phosphorous fertilizer. g with a covering of blown straw and o tackifier, loose. straw, or an adequate covering of compost mulch until work that the (Schedule A.7.f.ii) "MALABON LOAM & MALABON-URBAN 29. Prior to starting construction contractor shall acquire the services of a DEQ Certified Erosion and Sediment "Action cv resumes on portion of site. SOIL TYPE(S): PER LANE CO. SOIL ,SURVEY THE SITE SOILS INCLUDE, SILTY CLAY Control Inspector and shall submit an Plan" to DEQ indentif 'ng their names, contact information, training c> N36. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas Is LAND COMPLEX. � and experience as required in Schedule A.6.b.1-ii of the 1200-C Permit P q p and the site is stabilized all temporary erosion controls and retained established. Once construction is complete a P y EROSION HAZARD: PER LANE CO. SOIL SURVEY EROSION HAZARD RANGES IS SLIGHT. 30. Contractor shall submit "Notice of Termination" to DEQ to end the 1200-C permit coverage once all soil Nsoils must be removed and disposed of properly, unless doing so conflicts with loco! requirements. (Schedule SiTE AREA: 2.78 Ac disturbance activities have been completed and final stabilization of exposed soils has occured. Q A.B.c.iii(1 } and D.3.c.ii and iii} aC DISTURBANCE AREA: 2.78 Ac Rev. 12/15/15 By: Krista Ratliff c 0 5 ( 4 3 2 1 a� NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PMEws: 6/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LiVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 0 503.316.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: EROSON CONTROL NOTES & DETAILS DATE: 04.20.2020 REVISIONS: A 2 A A3A A NOTICE: All drawings and written material appearing herein constitute tl.e original and unpublished vvork of the Architect andmay not be duplicated, used or disclosed without the prior written consent of the Architect, SHEET: C2.1 OF: WE JOB# 3172.0000.0 V, N U 0 J C B •. A CL EXIST. PUBLIC ROAD OR APPROVED ACCESS POINT 25' MIN RADIUS (TYP) { `r f ' GRADE 25' MINIMUM OF ;,.f. CONSTRUCTION ENTRANCE TO DRAIN AWAY FROM STREET, GRADE ADJACENT AREAS TO DRAIN AWAY FROM TEMPORARY CONSTRUCTION ENTRANCE. FULL WIDTH OF PROPOSED STREET PLACE 3"-6" GRANULAR MATERIAL OVER OR ACCESS 8 -OUNCE NON -WOVEN GEOTEXTILE FABRIC (25' MINIMUM) AS FOLLOWS: DRY WEATHER ACCESS 14 -INCH MIN. DEPTH OVER COMPACTED SUBGRADE & FABRIC WET WEATHER ACCESS 24 -INCH MIN. DEPTH OVER UNDISTURBED SUBGRADE & FABRIC CONSTRUCTION NOTES: 1. THE AREA OF THE CONSTRUCTION ENTRANCE SHALL BE STRIPPED OF ALL TOPSOIL, VEGETATION, ROUTS, AND OTHER NON-COMPACTABLE MATERIAL., 2. SUBGRADE SHALL BE COMPACTED AND PROOFROLLED PRIOR TO PLACEMENT OF GRANULAR MATERIAL. FAILURE TO PASS PROOFROLL WILL REQUIRE USE OF WET WEATHER SECTION. 3. FAILURE OR PUMPING OF THE DRY WEATHER SECTION WILL REQUIRE REMOVAL OF THE GRANULAR MATERIAL AND INSTALLATION OF THE WET WEATHER SECTION. MAINTENANCE NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL. PREVENT TRACKING OR FLOW OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 3"-6" INCH STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN- LAST REVISION DA,E: Jo # OUT OF STRUCTURES USED TO TRAP SEDIMENT. MAY 2013 STANDARD 2. ALL MATERIALS SPILLED, DROPPED, WASHED OR TEMPORARY TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. CONSTRUCTION 3. ALL TRUCKS TRANSPORTING SATURATED SOILS ENTRANCE SHALL BE WELL SEALED. WATER DRIPPAGE FROM NTS TRUCKS MUST BE REDUCED TO 1 GALLON PER HOUR PRIOR TO LEAVING THE SITE. I WESTECH EDETAIL NO. NG. 6100, W-1 CURB INLET C.B. FLOW -"No ARES DRAIN SECTION A -A DITCH INLET C.B. ..* FLOW DITCH BOTTOM .7f-6ff MAINTENANCE NOTES. 1. SEDIMENT BARRIERS SHALL BE MAINTAINED UNTIL UP-SLOPE AREA IS PERMANENTLY STABILIZED. LAST REVISION DATE: JO # 2. AT NO TIME SHALL MORE THAN ONE FOOT OF APRIL 2014 STANDARD SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND SEDIMENT FENCES OR BIOFILTER BAGS. INLET SEDIMENT 3. NEW SEDIMENT BARRIERS SHALL BE INSTALLED CONTROL UPHILL AS REQUIRED TO CONTROL SEDIMENT TRANSPORT. NTS DETAIL NO. WESTECH ENG. 6130 5 SILT FENCE NOTES: ANGLE BOTH ENDS OF FILTER FABRIC 1. BURY BOTTOM OF FILTER FABRIC 6" FENCE TO ASSURE SOIL IS TRAPPED. VERTICALLY BELOW FINISHED GRADE. 2. TRENCH TO BE DUG WITH DITCH -WITCH, BY HAND OR OTHER METHOD AS REQUIRED TO MINIMIZE WIDTH. 3. BACKFILL & COMPACT NATIVE SOIL IN TRENCH AFTER FENCE INSTALLATION. 4. STITCHED LOOPS TO BE INSTALLED TOP VIEW INTERLOCK 2"x2 ofTO THE UPHILL SIDE OF THE FENCE. POSTS AND ATTACH. USE STITCHED LOOPS FILTER FABRIC FILTER FABRIC MATERIAL OVER 2"x2" POSTS MATERIAL 36" WIDE ROLLS. BACKFILLED TRENCH i� Q0 I _I FRONT VIEW 6" MAXIMUM SIDE VIEW TRENCH- WIDTH MAINTENANCE NOTES: 1. SEDIMENT BARRIERS SHALL BE MAINTAINED UNTIL UP-SLOPE AREA IS PERMANENTLY STABILIZED. 2. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND SEDIMENT FENCES OR BIOFILTER BAGS. 3. NEW SEDIMENT BARRIERS SHALL BE INSTALLED UPHILL AS REQUIRED TO CONTROL SEDIMENT TRANSPORT. BAGS SHALL BE STAKED USING (2) 1 "x2"x3' WOOD STAKES PER BAG OR APPROVED EQUAL. 0} n% ir-nt n n l-rvn t PT. 0 D/ST, tVC� VAOIES PLAN VIEW MAINTENANCE NOTES: SECTION A -A 1. SEDIMENT BARRIERS SHALL BE MAINTAINED UNTIL UP-SLOPE AREA IS PERMANENTLY STABILIZED. 2. AT NO TIME SHALL MORE THAN ONE FOOT OF LAST REVISION DATE: Jo # SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND APRIL 2014 STANDARD BIOFILTER BAGS. DITCH AND SWALE 3. NEW SEDIMENT BARRIERS SHALL BE INSTALLED EROSION PROTECTION UPHILL AS REQUIRED TO CONTROL SEDIMENT TRANSPORT. 4. PT. 'A' SHALL BE 6" MIN. HIGHER THAN PT. 'B'. (N S DETAIL NO. WESTECH ENG. 6140 0 rt r r � *tr 1. ,��`��• ��`,��>> � �� � v� V7 IL 10 rri it • i SECTION STAKE SPACING 4' MAX. m FLOW I FLOW m FLOW i BARRIER SPACING rt, rt� FOR GENERAL APPLICATION INSTALL PARALLEL TO CONTOURS AS FOLLOWS SLOPE RATIO MAXIMUM SPACING ON SLOPE BETWEEN WATTLES 10.0% OR FLATTER 50' O.C. 10.1% TO 20.0% 25' O.C. 20.1% TO 30.0% 10' 0.C. 30.1% OR STEEPER 5' O.C. II I TIGHTLY ABUT PLAN STAGGER ADJACENT WATTLES JOINTS LAST REVISION DATE: JO # NOTES: DEC. 2000 ST) 1. ALL MATERIAL SHALL CONFORM TO OSHD STANDARD SPECIFICATIONS, 1996 EDITION. 2. SEDIMENT BARRIERS SHALL BE MAINTAINED UNTIL UP-SLOPE AREA IS PERMANENTLY STABILIZED. STRAW WATTLE 3. AT NO TIME SHALL SEDIMENT BE ALLOWED TO SEDIMENT BARRIE ACCUMULATE ABOVE THE TOP OF THE STRAW WATTLE. (N S 4. NEW SEDIMENT BARRIERS SHALL BE INSTALLED UPHILL AS REQUIRED TO CONTROL SEDIMENT TRANSPORT. DETAIL NO. WESTECH ENG. 1 CURB & GUTTER 1" REBAR FOR BAG REMOVAL FROM INLET DUMP STRAPS STANDARD METAL C MATCH GRATE �'b '• CATCH BASIN WIDTH f: SILT SACK v EXPANSION RESTRAINT �� ..: + � o0 z { CL CATCH > .: BASIN w 4• o t U_x 2" X 2" X w > 3/4» RUBBER M z •, BLOCK 00 b : 4� 1/4" NYLON ROPE �z . {bt •� cc M z V♦ Q M t + b I INSTALLATION DETAIL BAG DETAIL 3 NOTES: 1. EMPTY SILT SACK AS NECESSARY. LAST REVISION DATE: JO 2. SILTSACK SEDIMENT CONTROL DEVICE AS OCT 2002 MANUFACTURED BY ACF ENVIRONMENTAL AND SUPPLIED BY ACF WEST (503) 771-5115 OR APPROVED EQUAL. 2 Ml nnrtn c+t trr-r1L1^ BARRIER REQUIRED 0 TOE OF SLOPE. -J STOCKPILE DETAIL NOTES.- 1. OTES:1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED Q TOE OF STOCK PILE. 3. COVERING MAINTAINED TIGHTLY IN PLACE _ BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. a z GRAVEL EARTHEN BERM ]i VEHICLE TRACKING PAD Z MIN 12" THICK ORIGINAL GROUND 5% MIN &TOP OF CUT/ - - --------- 8% MAX �---- .. .. .. .... 1 �1 _ 11 ORIGINAL GROUND SECTION B -BJ CWA INSTALLATION NOTES: z 1. SEE DRAWINGS FOR CWA o INSTALLATION LOCATION. EARTHEN BERM � N z 32. DO NOT LOCATE WASHOUT AREA N WITHIN 200' OF ANY NATURAL DRAINAGE WAY. 3. THE CWA SHALL BE INSTALLED ORIGINAL GROUND PRIOR TO CONCRETE PLACEMENT ON SECTION A --A SITE. 4. VEHICLE TRACKING PAD SHALL BE SLOPED 5% TOWARDS THE CWA. 2' NOMINAL2' NOMINAL v r 3' 6' NOMINAL 3' B CWA MAINTENANCE NOTES: F�` 1. INSPECT BMP'S EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 1:1 N 2. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS ACCUMULATED IN PIT A 1:1 11 A SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH _j OF 18". TOP OF CUT Q z 3. CONCRETE WASHOUT WATER, 0 WASTED PIECES OF CONCRETE, AND 5:1 ALL OTHER DEBRIS IN THE PIT EARTHEN o SHALL BE REMOVED FROM THE JOB BERM SITE. 4. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE Q PROJECT IS PLACED. Lo M 5. WHEN THE CWA IS REMOVED, COVER o THE DISTURBED AREA WITH TOP Z SOIL. SEED AND MULCH OR OTHERWISE STABILIZED IN A -' MANNER APPROVED BY THE LOCAL z JURISDICTION. LO GRAVEL PAD 0 0 MIN 12" THICK z B ENTRY SIDE OF WASHOUT FACILITY 10' NOMINAL CONCRETE WASHOUT AREA PLAN N.T.S. 1 0 �V' I&S O 0'y _�10 NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS MEW 6/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK SICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 07301 503.588.7046 4 503.316.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: EROSION CONTROL NOTES & DETAILS DATE: 04.20.2020 REVISIONS: A A A A U NOTICE: All drawings and written material appearing herein constitute t1e original and unpublished work of the Architect andmay not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: C2.2 OF: WE JOB# 3172.0000.0 N 1 ■ � L■J T Q c� B J Q J C53 U N Q a. co CV N _Q .9 c �t W N 7 0 Q U Q -. A a. M 0 C`V 0 •o N C? N .Q Q 31 30 SILT SACK INLET PROTECTION USE BIO BAGS ON CURB INLET CATCH BASINS. USE SILT SACKS ON STANDARD CATCH BASINS. 5 4 3 2 1 RENEWS: 8/30/2020 PROJECT: THE ESTHER AT RIVER BEND 1 ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 O 503.316.0455 O PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: POST EROSION CONTROL PLAN DATE: 04.20.2020 REVISIONS: I A NOTICE: All drawings and written materfid appearing herein constitute tre original and unpublished wrork of the Architect andmay not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: C2.3 OF: WE JOB# 3172.0000.0 N EL A C B 0 J 05 0 0 a L 0 �90 J A a m L 0 Cm 0 0 N G N CL 0 STM CL RIM EL=436.40' STM MH STM CL 10" FL IN (S) 432• "'5' RIM EL=435.08' RIM EL=435.24' 12" FL OUT (W) 43205' STM CL 10" FL OUT (S) 431.36' RIM EL - 434.38' STM MH12 52037 ST 10" FL OUT (S) 429.88' RIM EL=436.50 J>' So STM MH# 5204 n 12 " FL IN (E) 429.87' SD RIM EL=43j 79' Q 60" FL OUT (SE) 42720' so -"" ` SD SD SD� SD SD SD STM 60") -SI) SD SD -SD-SD SD+SD-SD-SD-SD " -- S �:� 60" FL 425.79' AQ RIM=437.0sTM 6o D �D DEADMOND FERRY-' ERRY RD � INV=435.0 STM CL STM CL 4 84" SDMH �" S 4 CL, r RIM EL 4J4,02 o o R1M EL=435.29' RIM=437.0 \ RIM EL=436.28' 24" SOLID HDPE SQ 24" SDMH 10" FL OUT (NE) 429.92' 10" FL OUT (N) 430.89' INV=429.0 {VERIFY) \ 10" FL OUT N 4x2.43 Q S=0.151 RIM=438.5 -43 Q= 8.8 CFS h a 0 { p f •• _ ..9 \.i 6 n n 24" SDMH _ - " - - -- -' 0� SD 5=4. 0 48" SDMH 10- SD- -=0s5- 't STM MH22 46064 RIM=437.0 \. 37.5 43 RIM=438.0 RIM EL=434.71 ' q 7 INV=435.0 - �\� ":. �� a - . I '` r� INV=429.50 10 ,, FL OUT NE 429.5 / 4 ' F o: g . -T �- _ ( e d. () I ? 2" SDMH , I 43 _ LM=437.5 �` 437. l •\\ I t i INV -433.40 4 4 \ 1� I I \ JiD RtM=437 0 g 3-7.2 24„ SLOTTED HDPE SD d. 7. ' tINV 435.0 4 . IJ S=0.15% 37. \ ,� . to 37 0=8.8 CFS \ l 6 \ i a a I 1IN, CO STM MH# 53151 RIM EL 435.04 ' \ II FF=438.0 ti \ \ (\\ '°� \ ty \ \ ` 60" SDMH so \ q \ RIM=237.7 `� UIB BREAK (TYP) I i RAIN GARDEN � 60 SDMH --- } � � � I � GROWING MEDIA &DRAIN \ \ . \ \ \ 8" INV=434 0 �, l SEE DTL 2111 A ROCK LIMITS TO 436 CONTOUR »RIM=437.15- AD RIM=437.0 ,� APPROXIMATE � \ I � ON DWG C5.0 _ _ \ \ \ 3fi INV=430.55 g t• \ \ 4 $ INV -433.70 INV -435.0 EXISTING DRAINAGE 1 " DRAIN ROCK THICKNESS 18" T4 10 INV=431.25�s SOUTH EAST p \ \ •, a _ . �, k 6 PERF_ PIPE UNDER i s 36" INV=430.75 d- co RAIN GARDEN \ 4 ; , , . , t . f 7. . INV=433.00 2 to v \ ,�• A R M=431.0.. ; ` . / 0 15 30 60 o 48 SDMH \��\\\ RIM 43 (\\\ INV=435.0 "` ;� �, �`- � Wj P RIMER � CB TRA P "�+ ► \ \ INV=434.30 •=6 • a A TC-FG=437.6 RIM=436.8 � , ..;. .. .} . • .. �` , �; ,� `` .' � � � 4 SS INV --435.00 (feet) \ \ \ \ 4 a C� s \ !� 'SEE UTILITY PLAN) a 36SD 50.10% • � � � . �-- � -� � � �; � � \ _ - - �-v.., � 42-- .. `�. �, � d -___TYPE !II CB FLOW CONTROL " _ iso -��-°' NG=437.N - 7. . } l 37. cs3� aRIM=436.0 C 43 Q • 4 dI` 6" PERF PIPE INV=433.00 VP •\4 " so s _ X\� § � 1 ORIFICE INV=433.00 TC 437.5 � _ \ 37 - • b� C= 439.05 E 4, `. f 3 , 8" IN \ 7 6 � V- 432f 80 TC= 437.5 TC- 437.3 �t a . \ .. • fG=437.55 - ; ...,_ 4 S . 5=1.09' \ • FG=436.8 t TC=437. �. \ FG -436.8 - B 8� SD ,3 a ♦ TC=437.3 a �� TC=437.8 �► "x°36` ° . ; _ <2\ S=1.0% MIN. �, FG=436.8~ \ _� FG=437.3 tKj `y 8 SD °� E �„ A.. `� �2 48 SDMH S=1.0% '" RIM=436.5 --- -- - - 37 7 3 -�-- r..� � � � �, --�-� ,, ., � � 8� INV=432.so fi ''_ .1, 24" INV=429.80 STM MHJ 47733 �, ` �, � � � to� 1 24" SOLID HDPE SD - 6e D8' \s l � ®' CB R M=436.0 � - - ....� ...�._ z �; - _.._ ..�. .._. � _,_. :w � CB RlM=435.8 � `..,� ' .,� `- �- RIM EL - 43 ° � � V=434.0 - -�- -� _ .: - - - _ INV=434,50 ... - - S=0.15% 10" FL OUT (W) 429.38' \ �. 36 �"" " 60" FCMH " '` Q-=8.8 CFS 60 FLATTOP MH 24 INLETN. Q € ` TC=FG=43fi.3 _ RIM=436.5 .422 "INV=430.00 48'" SDMH : RIM=436.5 , " i " 24 INV=430.80\ Q 0 WSE=434.5` RIM=437.0 A xk a f f 8 INV=433.50 36�, INV=430.45 \ 36 INV=430.30 =32 CFS ' � .INV=42.90 \ .-- - - -- -- - -- - - - J TC=FG=435.9 \ 12 OVERFLOW=433.20 VERIFY .'\4 ORIFICE INV -431 60� s 42 o 3 nORIFICE INV_ -430.80, . - NOTES: �� 420 - 24 U JL VER ..--= OLDCASTLE PERKFILTER VAULT, \ _, EL 425.22 Wj 10-18 CARTRIDGES- -_ 1. ALL SD LATERALS TO BE 8 AT 1% UNLESS t \� \ 24 CUL IN, OTHERWISE NOTED. - . �� �Ef = 425.65' .. 1l 2. 24 OVERFLOW PIPE CAPACITY -8.8 3. PRIOR TO CONNECTING THE EXISTING 60 SD STUB TO THE PROPERTY, CONTRACTOR SHALL \\ \ \` COORDINATE W CITY STAFF FOR AN ONSITE \ % EARTHWORK MEETING TO IDENTIFY ANY ISSUES & ADDITIONAL STRIP & WASTE 3000 CY PERMITTING REQUIREMENTS. EXCAVATE & PLACE IN ENG FILL 500 CY 4. THE SITE IS WITHIN THE I-5 YEAR TIME OF N ENG FILL 4000 CY � IMPORT 8c PLACE TRAVEL ZONE FOR SPORTS WAY WELLHEAD. SEE DWG C5.2 FOR WELLHEAD PROTECTION SIGN A LAND DRAINAGE & ALTERATION PERMIT IS REQUIRED DETAIL. SEE ARCH D WGS FOR SIGN LOCATIONS. . RENEWS: 6/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7Ci46 O 503.316.0455 O PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: GRADING & DRAINAGE PLAN DATE: 04.20.2020 REVISIONS: FINAL SITE REVIEW COMMENTS ACITY SITE REVIEW COMMENTS Q A A NOTICE: All drawings and written ruaterial appearing herein constitute tl.e original and unpublished work of the Architect andmay not be duplicated, used or disclosed without theprior written consent of thcArchitect. SHEET: C3.0 OF: WE JOB# 3172.0000.0 m 0 D C J '-� B ,E CO r N 0 oc 0 s N W a C 0 �s U 0 J 1 A a. LO0 0 CV 0 cv 0 N C cli 0 2 a� 0 REMOVE EXIST RAMP -REPLACE W/ NEW ADA RAMP W/ T DOMES DEADMOND FERRY RD n2 __G_ • s i ♦ • • • • - -•I SEE ARCH DWGS FOR C PCC REQUIREMENTS M♦ .i a LIGHT DUTY A.0 PAVEMENT ..... r 4 i 3 OF 1/2" DENSE GRADED (2 LIFTS) } HMAC OVER 12" OF 3/4"--0 CR. ROCK I OVER COMPACTED SUBGRADE = C W PERVIOUS_ PCC 2 - 7" PERVIOUS PCC OVER 21" OPEN GRADED ROCK. C y+ - - PERVIOUS PVMT TO BE INSTALLED NO SOONER THAN 3C? DAYS PRIOR TO OCCUPANCY. "NO PARKING FIRE LANE" SIGN 0 20' OC ff HEAVY DUTY A.0 PAVEMENT 3Yz" OF 1/2" DENSE GRADED (2 LIFTS) S HMAC OVER 16" OF 3/4"-0 CR. ROCK t OVER COMPACTED SUBGRADE S HEAVY DUTY., PCC 7" PCC OVER 12" CR. BASE OVER i COMPACTED SUBGRADE .`.`.`.`..`.'.`.`.`. WATER QUALITY SWALE --_ _ TYPE "C" CURB Q MONOLOTHIC CURB/SIDEWALK END CURB TRUNCATED DOMES RETAINING WALL (SEE STRUCTURAL DWGS) # CURB BREAK (PER DTL 2111A, DWG C5.0) NOTES: 1. REMOVE AND REPLACE EXISTING DRIVEWAY AND DROP CURB AND APRON NTH FULL DEPTH CURB TO CITY STANDARDS. 2. COORDINATE WITH SUB TO REMOVE AND REPLACE EXISTING STREET LIGHT W/ NEW LED LIGHT (AS MFG BY AMERICAN ELECTRIC LIGHTING #ATB260BLEDE85MVOLTR3NLP7) PER CITY STANDARDS (5 REQUIRED). 3. CONTRACTOR SHALL REMOVE & REPLACE ANY CRACKED, HEAVED OR DAMAGED SIDEWALK PRIOR TO OCCUPANCY. g 4. THE SITE IS WITHIN THE 1--5 YEAR TIME OF TRAVEL ZONE FOR SPORTS WAY WELLHEAD. SEE DWG C5.2 FOR WELLHEAD PROTECTION SIGN DETAIL. SEE ARCH DWGS FOR SIGN LOCATIONS. vo �� C_�.'01 _�10 NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS PRO>'� X� RENEWS: 6/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK SICKLER, LLC 1313 Mill St. SE, Ste. 291 Salem, Oregon 97391 593.588.7946 0 593.316.9455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: SURFACING & SIGNING PLAN DATE:. 04.20.2020 REVISIONS: A FINAL SITE REVIEW COMMENTS A CITY SITE REVIEW COMMENTS O A U NOTICE: All drawings and written maternal appearing herein constitute t1e original and unpublished work of the Architect andmay not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: C3.1 OF: WE JOB# 3172.0900.0 L91 C a B CL V .5 m _o a i Q3 L N v O t 0 J A a.N r r Ct CV d N 0 N O N CL a 0 2 .W N n 61 o 1 o+ o SOIUi 60 �p �- ��'0� =3,70 3 A A f / i 436 434 432 0 10 20 40 (feet) 440 438 436 434 432 i 426 424 14+45 '�O� 6') - oo NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS RMS: 8/-Mf"20 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 4 503.316.0455 Q. PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE. BUILDING/SWALE SECTION DATE: 04.20,2420 REVISIONS: d A A A A NOTICE: All drab Ings and written material appearing herein constitute fte original and unpublished Nvork of the Architect andmay not be duplicated., used or disclosed vvithout the prior written consent of the Architect. SHEET: C3,2 OF: WE JOB# 3172.0000.0 N 0 EU A C 0 B 0 a a co M 0 Q a� v� 'i W s' 0 0 v 0 A CL C4 r CV Q N 0 N co N Q 0 s 440 ....................... FG 0 NORTH FACE OF WALL 438 �1 • 424 422 440 ! 436 434 432 • 426 424 9+60 10+00 11+00 SECTION B PROFILE 1" = 20' H, 1" = 2' V 2 3 12+Op F 0 10 20 40 (feet) it X" C� ; ;C �0 o� -�o NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS MEWS: 6/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 CAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 07301 503.588.7046 4 503.31640455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: RETAINING WALL SECTION .DATE: 04.20,2020 REVISIONS: U A U a NOTICE: All drawings and written material appearing herein constitute tl e original and unpublished work of the Architect andmay not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: C3.3 OF: WE JOB# 3172.0000.0 ■ D C ° B >, c D 0 U 0 U N w 0 U J A CL 0 N r 0 CV 0 04 0 N 6 N S2. Q GAS 4 " GAS 4 " GAS 4 " — GAS GAS G. 0'AS' LI " GAS GAS �AS GAS GAS ---M GAS AS wGAS GAS GAS GAS GAS G� GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS AS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS "GAS GAS — GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W H2O 12 w w w— w w w w w w w w w w w w w w H2O 12 w w w w w w w w w— H2O 12 w w w w ST o II�JI T7— sp so WW MHJ 24886 SS SS WW 10 " S Ss SS SS SS SS SS SS SS s3i— —� SS S�ww 10 " SS SS ss SS ss ss ss �8-- ss SO ss ss ss — ®- ss —RIM EL =4J6,96 S1 WW 10 "ss Ss SS SS Ss ss ISS Ss ss SS Ss SS — -- SD SD SD SD ¢n cn So --'" 59 10 " FL OUT (W) 420.56' N — SD SD SD SQ SD 5D SD SD SD Ul SD SD SD SD SD SD SD 10 " FL IN (E) 420.66' N a W MH 24885 f DEA.MOND FERRY RD a 4 RIM EL -4340 79' '_'- i 79 ) CIO Cn18 FL IN (W� 420.59 LOCATE &CONNECT LOCATE & CONNECT 0 8" FL OUT (N) 420.49' 4 o' TO EXIST SS SERVICE rn o� ,p ) EXIST PP TO EXIST SS SERVICE �8 FLIN(E)420.59 �„ IN m MailBox o an ELEC ELEC ELEC ELEC ELEC C C -- D313 0313 D313 X113 0313 13 D313 0313 D313 D313 313 0313 D31 313 0313 0313 0313 0313 313 D313 —F C313—�C C3 13---C D==_' J= C313 6313 x313 C313 D 0313 0313 0313 0313 0313 �3 Dal 31 ELEC ELEC — �— \ 4 o p 1 e g I 4 N ® `" SS 8� g smi. S=1.0� . I I — F s 0 4 WW MH 25695 , ) I s �� SS CO 5=1,0� �a — — — — ------ RIM E1=4.54,60' �� + o PWR/TEL/TV/ RIM=438.0 8" FL IN (SW) 420.95' o �� DATA j2" SPARE KITCHEN INV=433.0 8" FL OUT (N) 420.78' OLD CASTLE WASTE 8 " FL IN (SE) 420.90' k 020—STRATA-1500 8 g — _ — — s° '� 1500 GALLON GREASE I 4� _ _ — _ ( — —.� _ I �.,� SS CO INTERCEPTOR SS CO d 24891 WW MH# 24891 \ \ RIM=437.5 RIM -438.0 _---------- RIM — --_ RIM EL=434.99' 1 FF=438.0 INV=434.0 � INV=433.0 8" FL OUT (NE) 421.89' ___- ______ I 8" FL IN (SE) 421.99' .. COORDINATE Wj i ELEC CONTRACTOR 8" EIRE BEND I I e \s \ s & 11.25' BEND » 4" DDM -___ ------- W/ ----- I W j -� 2-2 CONDUITS TEE & TB 1 0 1� 3o so \ \ ss ----- ------ : : (N 44 feet}a » *` I s° 8 FIRE tr _ 3 90' BEND \ \ 4» DOM & TB a ----- I --___— e a s 2-2" CONDUITS $� 1 Dx M4�_ a A e D MA 0 ffm IN I Q. 4 FIRE » �. 8" DDC SEE BLOWUP o } 4 S I S= .0� V 25696 W/ FDC BELOW : \ l F € CB W/ TRAP PRIMER s S i f r� r 'RIM=436.8 RIM EL 435.07 IRR DDC , , , , sFL OUT N 429, 72_' 4 , 4 Q a d 4" INV= 435.00 O )1 FH n ASSY FH ASSY YY a 6�FL IN (E) 430:22 �° '�,` , t r' f L OUT S' 429.79' - r f �a DEVICEg D D I TAP EXIST 12". MAIN � � 3" � \ 1 y \\ t 4 \ # r \ � I NOTES: o 1. SEE MECHANICAL/ELECTRICAL DRAWINGS S C FOR CONTINUATION N U ATI ON OF SEWER , WATER, FIRE, AND POWER. NOTES.- 1. OTES:1. COORDINATE WITH ELECTRICIAN FOR SUMP PUMP POWER TO ALL VAULTS. 2. DISCHARGE SUMP PUMPS TO SDMH A, 40 �2-2" CONDUITS \ FDC de ss NEW FH , ASSY' s° IRR DDG 10 ASSY Ak \ T s� SEE IRR FOR CONTINUATION "x8" TAPPING TEE & GV BY SUB FORCES. CONTRACTOR TO s� COORDINATE WITH SUB. EXCAVATE AND SHORE FOR TAP, BACKFILL, & SURFACE RESTORATION. PROVIDE ALL TRAFFIC CONTROL. -31-3 WATER e SERVICE TAP BY SUB WATER SERVICE BLOW UP in = 10' 5 � t Z. VERIFY EXISTING SS STUB SIZE AND INVERT PRIOR TO CONSTRUCTION. 3. ALL PRIVATE UTILITIES TO BE INSTALLED UNDERGROUND. 4. REPLACE EXIST STREET LIGHT W/ CITY APPROVED LED LIGHT (5 REQUIRED). 5. A MINIMUM OF .3' CLEAR ZONE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS. 6. THE SITE IS WITHIN THE 1-5 YEAR TIME OF TRAVEL ZONE FOR SPORTS WAY WELLHEAD. SEE DWG C5.2 FOR WELLHEAD PROTECTION SIGN DETAIL. SEE ARCH I D WGS FOR SIGN LOCATIONS. M 3 1� 0, o� NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS RENEWS: 6/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON OF ARCHITECT: PATRICK SICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97341 503.588.7046 4 503.316.0455 1! P ROJ ECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: OVERALL UTILITY PLAN DATE: 04.20.2020 REVISIONS: A FINAL SITE REVIEW COMMENTS A2 CITY SITE REVIEW COMMENTS A3 A NOTICE: All drawings and written material appearing herein constitute tre original and unpublished work of the Architect andmay not be duplicated, used or disclosed without the prior written consent of the Architect, SHEET: C4.0 OF: WE JOB# 3172.0000.0 ■ D A T f+ 0 0 .�.� B 4 0 E a� w r— N 0 g U 4 Q CO i G3 .0 V} W v 0 1 Q 0 J •. A L 0 CSI N N O N Q Q 111 ' % 4 S I s VACATE SLOPE EASEMENT 61 2 0 15 30 610 (feet) 1 I'vo o1� _�10 NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS .�� ) PRQ7�s� RENEws: 6/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK SICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 A 503.316.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: EASEMENT LAYOUT DATE: 04.20.2020 REVISIONS: 11 FINAL SITE REVIEW COMMENTS A A A NOTICE: All drawings and written material appearing herein constitute tEe original and unpublished work of the Architect andmay not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: C4.1 OF: WE JOB# 3172.0000.0 N ■ 10 D C 0 Ui B U J A a. 0 CV N O CV 0 N C; CV CZ Q 0 vuIu L_jI L_/-II� PAVEMENT TOP OF F.G CURB 4 6" ROUND ROCK e.. CURB RAIN e GARDEN SECTION A -A NOTES t. 6" CURB EXPOSURE AT PAVEMENT EXCEPT WHERE SPECIFICALLY SHOWN OTHERWISE ON PLANS. SIDEWALK WIDTH AS SPECIFIED CONTROL JOINT 6„ 4" MIN. DEPTH 1/2" RAD. 1.5% .0 4 ° o 4 4 ° - 1. 10 44 I«il I -II{ -1{f ,,Itis, lel, lltiii�lltili�fltililiiilllilltilti 40 -III i I—I tom. I14={ 1I -I 1=III E- MIN. 2" OF 3/4"-0 COMPACTED II1II11f GRANULAR BASEROCK. (TYPICAL UNDER ALL SIDEWALKS) „ 2" MIN g 491 GRANULAR BASEROCK UNDER CURB 12" MAX TYPICAL SECTION NTS NOTES: 1. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE 4" MIN. 2. CONCRETE SHALL BE 3300 PSI 0 28 DAYS. 3. INSTALL TOOLED CONTRACTION JOINTS AT 5' INTERVALS, SIDEWALKS 10' & WIDER SHALL HAVE A LONGITUDINAL CONTRACTION JOINT AT 5' ON CENTER. 4. INSTALL MIN. 2 WEEP HOLES ON ALL LOTS. ONE WEEP HOLE TO BE AT LOW POINT OF LOT, 5' FROM PA. A CONTRACTION JOINT SHALL BE PLACED ALONG AND OVER WEEPHOLE & DRAIN PIPE 5. PUBLIC SIDEWALKS SHALL BE LOCATED ENTIRELY WITHIN RIGHT—OF—WAYS OR SIDEWALK EASEMENTS, INCLUDING SIDEWALKS AT DRIVEWAY APRONS. NOTE: CONTRACTOR TO VERIFY CB DATA & TYPICAL FINISH GRADE FINISH GRADE ELEV'S PRIOR TO INSTALLATION RIM` ELEV. TO ENSURE THAT TOP OF CB DOES NOT EXTEND -..-'7-1 j2'-.--- PER PLANS-, RT ELEVATIONS ABOVE SURROUNDING GRADE UNLESS OTHERWISE ' SPECIFICALLY NOTED ON THE DRAWINGS ORPER DRAWINGS • i1 N ` APPROVED BY THE CITY. 10" MIN.'s 18" MAX. _ NOTE: PER ORS 92.044(7), ,. 30' "�' - - MANHO-E MUST BE SET 1' SEE NOTE 1 � . DITCH MINIMUS CLEAR FROM ANY — ,. aoTTOM SURVEY MONUMENT A A {O 4 t J ' ► M 16 4, Q � R .. SLOPE SHELVES z i PLAN 1:12 TO DRAIN DITCH ; a N o = FLOW 4 , 24" STANDARD MANHOLE .- C'4 • , 4° SET FRAME IN FRAME AND COVER. NON -SHRINK -� -12" MIN. GROUT (16 -HOLE LID) SUMP , d UNPAVED to AA - GRADE RINGS PLAN 6" 2' 0" -' 6" (VARIABLE) 4" DRAIN AT 8" MAX. 3' On SUBGRADE 4 SECTLON —A f . 24" DIA. CONIC. _ SAWCUT OR T & (C 76,REINF., 2 4-3/4 CORE DRILL 2' 300 p CLASS IV) O ASO EDGE FLAT BARS ALL PIPE s/s° x 2-11r x 2' 6-3/4 TAPS 6"MIN . > 1/2" X 2-1/2" SQ. 3"MIN.Of z -0111. EDGE FLAT BARS00 t • x a • 4"MIN... < „ uo 1-1 /2as 01 SPACING " I 2 3-3/8 N ;f, N T 3" ON CETERS1-1 /2 ° to 4 ANCHORS °° - 2-1/2" I s ! f 1/4" 2" N 5/8" X 3" BOLT • .4 .a o� 2-1/2" �- ` ""`�.. GROUT ALL JOINTS 2 EACH END 3/16" ALL SIDES `' WATERTIGHT ALL BARS 6" MINIMUM 4 CORNERS 3/16" 3 " X 2-1/2" x 3/8" '-*■---- " COMPACTED 2_1/2 5/8" X 2-1 j2" GRANULAR 6" THICK (MIN) CONCRETE BASE ANGLE SQ. EDGE FLAT BAR BEDDING STABLE NOTES: FRAME & GRATE SUBGRADE 1. SEE CONSTRUCTION DRAWINGS FOR PIPE -SIZE, LAST REVISION DATE: LAST REVISION DATE: LOCATION AND INVERT ELEVATION. JUNE 2014 STANDARD SECTION A-- A MAR 2008 STANDARD 2. FRAME & GRATE SHALL BE ASTM A-36 STEEL, TYPE 3 DITCH INLET HOT—DIPPED GALV. AFTER CONSTRUCTION. NOTE: 3. ALL CONCRETE TO BE 3000 PSI MIN AT 28 DAYS. CATCH BASIN24" DIA. STORM MANHOLE 4. PRIOR TO CB INSTALLATION, CONTRACTOR SHALL 1. MAXIMUM PIPE NUMBER &DIAMETERS AS FOLLOWS: 12" DIAMETER OR LESS — 4 MAXIMUM. VERIFY RIM ELEVATIONS LISTED AGAINST DITCH & . NTS 15" DIAMETER — 2 MAXIMUM. NTS FINISH .GRADE ELEVATIONS,. 8e NOTIFY CITY OF ANY DISCREPANCIES. ALL OTHER CONFIGURATIONS REQUIRE STANDARD MANHOLE. ;= -A DETAIL NO. IL NO. WESTECH ENG. 3130 WESTECH ENG. ; 3500 AC PAVEMENT IN 2 LIFTS 1/2" RAD. 6» 1/8" RAD. THICKNESS AS NOTED m T, 18%1-21$0 1611/24" (COMPACT TO 91% V) ° z PER RICE STANDARD � > ° (SEE DTLS 3020-3040 FOR REQ'MTS) METHOD) ,; (0° o = GRANULAR BASEROCK d oa r THICKNESS AS NOTED (STREET BASEROCK THICKNESS} PER AASHTO T--180 (COMPACT TO 95% a" as 4 MAX DRY DENSITY PERo b " AASHTO T-180 t CLASS 3 BACKFILL: UNDERGROUND CLASS 1 BACKFILL: 3/4"-0" GRANULAR I CLEAN NATIVE I o 2" MIN (COLO BACKFILL ABOVE GRANULAR BASEROCK COMPACTED SUBGRADE & WORDS AS _ 9" BACKFILL (95% MAX. DRY DENSITY �-�- FOR WATER, SEWER, PER AASHTO T-180) I(85% COMPACTION) Q PAVEMENT TYPE C _CURB DETAIL NTS NOTES: 1 SEE GRADING PLAN FOR LOCATION OF LIGHT AND HEAVY DUTY PAVEMENT. 2. DESIGN SUBGRADES SHALL BE COMPACTED AND PROOF—ROLLED PRIOR TO PLACEMENT OF BASEROCK. IF SUBGRADE PASSES PROOF—ROLL BUT FAILS DENSITY TESTING, MIN. 4.5 OZ NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON SUBGRADE PRIOR TO PLACEMENT OF BASEROCK. FAILURE OF PROOF -ROLL WILL REQUIRE OVEREXCAVATION. 3. IF SUBGRADE FAILS THE PROOF—ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO UNDISTURBED SOIL AND BACKFILLED WITH BASEROCK OVER MIN. 8.0—OZ. NON—WOVEN FABRIC AS REQUIRED TO ALLOW COMPACTION OF UPPER (DESIGN) BASEROCK SECTION AND TO MAINTAIN STRUCTURAL INTEGRITY OF NATIVE SUBGRADE SOILS. TYPICAL MIN. OVEREXCAVATION REQUIRED IS 12 -INCHES. NO RUBBER TIRED EQUIPMENT ALLOWED ON SUBGRADE FOLLOWING OVEREXCAVATION. 4. SUBGRADE TO BE PROOFROLLED IMMEDIATELY PRIOR TO PLACING BASEROCK. BASEROCK TO BE PROOFROLLED IMMEDIATELY PRIOR TO PAVING. LAST REVISION DATE: JO # 5. CONTRACTION JOINTS SHALL BE PLACED AT DEC 1999 X 15' MIN. INTERVALS AND SHALL EXTEND AT LEAST 50% THROUGH THE CURB SECTION. PAVEMENT AND 6. ALL CONCRETE SHALL BE 3300 PSI 0 28 DAYS. TYPE ' ` CURB DETAIL 7. CURBS TO CURE A MINIMUM OF 7 DAYS PRIOR TO PLACING FINAL BASEROCK AND PAVING. NTS USE TYPE 1 OR 1—D CLEAR CURING COMPOUND. DETAIL NO. WESTECH ENG. 239{} A A 1 - COUPLING Ira�., ow t 3-.*-- PERF. PIPE -SEE OUTLET PLAN FOR PIPE FLOW j LOCATION INTO - CATCH BASIN PLAN TYPICAL FINISH GRADE RIM ELEV. PER PLANS ,i N 1 4 30' TOP PIPE- 8" -MIN. d 6. BELOW RIM �4 > CAPPED PERF. PIPE W/ THREADED CAP, SEE `� PLAN FOR DRILLED ORIFICE 4 s op DIA. COUPLING OUTLET� -�- FLOW 4 : _ ....' PERF. PIPE (INV PER PLANS) SOLID WALL f ` PIPE f •. ,a.. • 4, Z C-4 SECTION A --A LAST REVISION :-:-_, DEC. 2019 2 TRENCH COMPACTION: CLASS 1 GRANULAR BACKFILL - 92% OPTIMUM PER AASHTO T-180 (MODIFIED PROCTOR) B MIN/MAX CLEARANCE CLASS 3 NATIVE BACKFILL - 85% OPTIMUM PER AASHTO T-180 10" /18" 12"-16" 127P/1 812 18%1-21$0 1611/24" 24"-30" V) SURFACE RESTORATION CLASS -- z zz (SEE DTLS 3020-3040 FOR REQ'MTS) o = 95% COMPACTION REQ'D FOR TOP LIFT IN STREET °a oa r (STREET BASEROCK THICKNESS} PER AASHTO T--180 t CLASS 3 BACKFILL: UNDERGROUND CLASS 1 BACKFILL: 3/4"-0" GRANULAR I CLEAN NATIVE I o WARNING TAPE (COLO BACKFILL ABOVE W & WORDS AS REQ'D BACKFILL ; PIPE ZONE �-�- FOR WATER, SEWER, (92% COMPACTION) I(85% COMPACTION) Q STORM, ETC.) 0M (% TRENCH (COMPACTION PER N4 ABOVE) o w _j L,J Y 12" MIN. ABOVE w 0- ¢ � OUTSIDE OF PIPE BLij 0 o m ELL (TYPICAL ALL N v Q o PIPE TYPES) W CL 0 0 tV o (] ` o �- 17,d- `t 0 o $PAaa a TRACER WIRE c�a t' "B" NOMINAL "Baa ALONG ALL NON-METALLIC MIN/MA PIP DIA. MIN/MAX oe PIPE & LATERALS o Q 6" MIN BEDDING � o :DBELOW PIPE 1- m v (TYPICAL ALL PIPE Ed * • <s TYPES) jcam 80 I I I-1 11=1 i 1=1►1=1 i i=11 -III= -_ - i 1=1 E i 1-1 11=1 11-1 11—I 11—f 11=1 I F1 11=1 11=1 11-1 11=1 1 I(—I 11=1 11=1 I I—I 11=1 11—) 11=1I 1=1 I I-1 11=1 STABLE SUBGRADE, OR —1 { — — I I=III=III-1 I 1=1 11= — TRENCH FOUNDATION STABILIZATION AS REQUIRED 24" MIN. (SEE TABLE) NOTES: 10 1. CLASS 1 REQ'D. UNDER ALL EXIST. OR FUTURE IMPROVED AREAS INCLUDING SIDEWALKS. 2. WHERE NEW PIPING IS IN SAME ALIGNMENT AS EXISTING PIPING, THE PIPE EMBEDMENT SHALL EXTEND TO A MIN. OF 6" BELOW THE NEW PIPING OR 6" BELOW EXISTING PIPING, WHICHEVER IS DEEPER. 3. FOR FLEXIBLE PIPE, BOTTOM OF TRENCH SHORING SHALL BE LAST REVISION ABOVE PIPE SPRINGLINE PRIOR TO COMPACTING BACKFILL JAN BELOW THE PIPE SPRINGLINE AND UNDER THE PIPE HAUNCHES. TF 4. MINIMUM CLEARANCES SHOWN ("B") ASSUMES STANDARD 6" WALL TRENCH BOXES SET ON TRENCH BOTTOM, AND. REPRESENTS WIDTH REQUIRED TO CONSOLIDATE GRANULAR MATERIAL UNDER PIPE HAUNCHES (TO AVOID LOSS OF SIDE SUPPORT WHEN TRENCH BOX IS MOVED OR PULLED FORWARD). TRENCH WIDTH REDUCTION REQUIRES PRIOR APPROVAL BASED ON ACTUAL TRENCH SHORING PROPOSED. WESTEC "A's NOM. PIPE DIAMETER B MIN/MAX CLEARANCE <10 10" /18" 12"-16" 127P/1 812 18%1-21$0 1611/24" 24"-30" 18"/30" >30" 24" /36» 1 (SEE NOTE 4) 0 co NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS 6/30/2020 THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste, 201 Salem, Oregon 97301 503.588.7046 it 503.316.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: CIVIL DETAILS DATE: 04.20.2020 REVISIONS: A A A A NOTICE: All drawings and written material appearing herein constitute t1e original and unpublished. -,work of the Architect andma5' not be duplicated, used or disclosed without the prior written consent of the Architect. SHEET: C5.0 OF: WE JOB# 3172.0000.0 ■ IN] T7 Ln B 0 J 0 2 v OT IV T LUI-'Lt1J t UR r WVML. �JGC LIG 1 HIL) SEE PLANS FOR RIM ELEVATIONS —\ �'`---15" DRAIN AS MANUFACTURED v PACTED BY NYLOPLAST OR EQUAL z NNULAR "KFILL PIPE SPOOL, LENGTH AS REQUIRED.----:- P ALL} RISER TO BE SAME SIZE AS 00 HORIZONTAL OUTLET PIPE. TEE OR TEE W/PLUGGED INLET I SEE PLANS FOR ORIENTATION AND SIZE 00f -*- FLOW - - STABLE SUBGRADESEE PLANS FOR INVERT ELEVATION, PIPE SIZE 6" MIN COMPACTED OR & SLOPE. PIPE MATERIAL GRANULAR BEDDING TYPE AS SHOWN OR SPECIFIED ON DRAWINGS --CONNECT TO MAINLINE OR AREA DRAIN MANHOLE AS SHOWN ON NTS DRAWINGS 16.25" 16.25 - HINGED GRATE COVER FOR ACCESS & SECURITY fC===== Ln �- in C v �� STANDARD HOESTRIAN AREAS TES. 15" CAST IRON CRATE DETAIL NTS AREA DRAIN NOT FOR USE IN AREAS SUBJECT TO VEHICLE TRAFFIC. JO # USE WATERTIGHT GASKETED FITTINGS AND ADAPTOR SEP 20LAST REVISION BATE:: STANDARD FOR ALL PIPE CONNECTIONS. ALL GRATES IN PEDESTRIAN AREAS SHALL CONFORM AREA DRAIN, LANDSCAPE WITH ADA REQUIREMENTS, INCLUDING GRATE AND PEDESTRIAN AREAS OPENING SIZE. 5 4 3" PERVIOUS PAVEMENT PER ODOT SPECIFICATIONS CURB �} LJ I I I—i 11—III �� — —_ 4 THICK ASTM NO. 57 Ica 0,_I 11=111 T) I 1 STONE OPEN -GRADED ( } _ WASHED BASE 0 0 U 000 0 1-1 I f=1 I I.1 (CHOKER COURSE) _ f=111=11 ! 111=111=111=1 f 1 111=1 f 1=1 f I=111=111=1 f 1= -111-- f 111=111=111�111�111=f 11111-f I I=111=111=1 - --- NON -WOVEN GEOTEXTILE (PROPEX GEOTEX 701 OR. EQUAL) MIN 21" THICK NO. 2 ASTM OPEN WASHED STONE SUBBASE SUBGRADE NOTES: 1. ALL ROCK SPECIFIED SHALL BE 100% FRACTURE FACE CRUSHED & WASHED. 2. DURING CONSTRUCTION OF PERMEABLE PAVER SYSTEM, CONTRACTOR SHALL KEEP ALL SEDIMENT OUT OF BASE ROCK. ALL CONTAMINATED ROCK SHALL BE REMOVED AND REPLACED PRIOR TO INSTALLING THE NEXT LAYER. 3. CONTRACTOR SHALL MAINTAIN AND INSTALL -EROSION CONTROL MEASURES AS NECESSARY TO KEEP SEDIMENT LADEN RUNOFF FROM ENTERING PERVIOUS PAVER SYSTEM. 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING LAST REVISION BATE: INSPECTION FROM OWNER'S REP, AFTER EACH JUNE 2017 STANDARD i LIFT. FAILURE TO DO SO COULD RESULT IN PRODUCT REJECTION. -- CLEANOUT COVERS: ALL SEWER CLEANOUT LIDS TO READ 11 SEWER ALL STORM CLEANOUT LIDS TO READ "STORM" OR "C/O". f � 1 • f, i 24" SQUARE CONCRETE PAD OR AC PAVEMENT OUTSIDE OF � •,'• •.�' tt�C.O.i� ` .t `. • . PAVED AREAS. SLOPE AWAY t ,• �� ,�1 ,• `;4 , ; FROM CLEANOUT. `• ���� ` 4 .f ` a •. a.• L • • •, ,. 90' C.O. FRAME 2, & COVER 1/2 t 4 RISER PIPE TO BE 8" MIN MECHANICAL PLUG DIAMETER FOR ALL 8" & w LARGER MAINLINES Q ROUTE TONING WIRE > PIPE TO BEAR ON UP INTO CLEANOUT COMPACTED GRANULAR BOX AS SHOWN BACKFILL 22 1/2' STREET BEND PVC SPIGOT PLUG IN WYE GASKETED WYE SOCKET (ASSUMES CLEANOUT 13-1/2 BASE WYE WILL BE 12" REMOVED WITH FUTURE SEWER EXTENSION). 1-1 6„ MIN COMPACTED • - - GRANULAR BEDDING 20" —�, HANDLE STABLE SUBGRADE ��--� 13_1Z4" A �� >> A L� i J 1-1 j4" C30N A - A CLEANOUT FRAME & COVER LAST REVISION 'A fE: COPYRIGHT 1995 WESTECH ENGINEERING. INC. NOTES: APR 2018 1. USE INLAND FOUNDRY MODEL 240- FRAME & COVER IN ALL AREAS. MAINLINE CLEANOUT 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48, CLASS 30. 3, COVER AND FRAME TO BE MACHINED TO A (N S TRUE BEARING ALL AROUND. DETAIL NO. WESTECH ENG. 4110 3 2 NOTE: PER ORS 92.044(7),*'�2' PROVIDE GASKETED PVC CAP ON ALL STUBS FOR MANHOLE MUST BE SET 1'FUTURE CONNECTION SHOWN ON DWGS (EXTEND PIPE MINIMUM CLEAR FROM ANY MIN BEYOND MH WALL), SLOPE PER DWGS. SURVEY MONUMENT I- _ INVERT z 2 Ilk - �, O-RING ;:.:...' A ,.. ELEVATIONS A o PER eurn RESIN DRAWINGS '"' ~• MASTIC AS SPEC'D O• •,... r \ VACUUM TESTING OF EXTG rf Q �" STEPS. OFFSET MANHOLES REQUIRED 3::m ' '� VERIFY LOCATION TO • AFTER NEW CONNECTIONS. JOINT 0 AVOID CONFLICTS SEAL MH AS REQUIRED CK WITH INSIDE OR TO PASS. m OUTSIDE DROPS ' SLOPE SHELVES < _j1:12 TO DRAIN BUTYL -': J � RESIN • � .. { � _j w MANPAN MH LID INSERT MASTICz AS REQ'D (SEE DTL 4070) ALL INSIDE MANHOLE FRAME PLA JOINTS & WALLw Uj AND COVER SET FRAME 1N PENETRATIONS TO - ... ``,... w o PAVED NON -SHRINK BE GROUTED w Y GROUT FOLLOWING MH • n v SURFACE KEYLOCK s UNPAVED ASSEMBLY (TYP). JOINT Q 0-) �3 :23RADE RINGS (VARIABLE) MANHOLE BARREL JOINT a � 18" MAX. --TOP OF CONE O ONS TO RIM SLOPE OF PRECAST ECCENTRIC CONE �- 1— .4 SHALL FACE DOWN GRADE. LOCATE • STEPS ON UPSTREAM SIDE OF MANHOLE. MASTIC WRAP AS REQ'D FLAT TOP MHS SHALL BE USED FOR ALL MH 5" MIN. THICK d 48" LESS THAN 6' RIM TO INVERT, OR WITH PIPE INSIDE DIA. j CONNECTIONS WITHIN 5 FEET OF RIM ELEV. ALL PIPE PENETRATIONS ON SANITARY ALL OPENINGS SEWER MANHOLES TO HAVE RUBBER CORED DRILLED. BOOTS AS SPECIFIED. -co Q ROUTE TONING WIRE UP OUTSIDE OF MH . AS SHOWN (TYP ALL PIPES). FLOW ►- �Q PRECAST BASE, 6" MIN THICKNESS 18" MIN COMPACTED 00 MAX 6 • GRANULAR BEDDING (TYP) STABLE LAST REVISION DATE: COPYRIGHT 1996 WESTECH ENGINEERING, INC. NOTES: SECTION A- A SUBGRADE MAY 2019 1. PRECAST SECTIONS SHALL MEET OR EXCEED ASTM STANDARD MANHOLE C-478• FOR 21" PIPE AND SMALLER 2. WATERTIGHT O-RING OR MASTIC KEYLOCK JOINTS REQUIRED, EXTERNAL SEAL AT JOINTS & PICKHOLES. (SEWER &STORM} 3. STEPS TO BE POLYPROPYLENE PLASTIC WITH GRADE NTS 60 REINFORCING ROD. ADD STEPS TO EXTG DETAIL NO. CONNECTION MH IF EXTG STEPS ARE ABSENT. WESTECH ENG. 4010 NOTE: PER QRS 92.044(7), PROVIDE GASKETED PVC CAP ON ALL STUBS FOR MANHOLE MUST BE SET 1' FUTURE CONNECTION SHOWN ON DWGS (EXTEND PIPE MINIMUM CLEAR FROM ANY 2' MIN BEYOND MH WALL), SLOPE PER DWGS. SURVEY MONUMENT A INVERT z 2 r ; • • 4 A. ELEVATIONS 0 -RING t p or91 PERBUTYL RESIN 4 j DRAWINGS MASTIC '. • <t AS SPEC r. • r+ V All VACUUM TESTING OF EXTG '• < a STEPS. MANHOLES REQUIRED OFFSET 3::m ' . , VERIFY LOCATION TO AFTER NEW CONNECTIONS. JOINTc� 0 AVOID CONFLICTS SEAL MH AS REQUIRED tr WITH INSIDE OR TO PASS. Q M OUTSIDE DROPS j SLOPE SHELVES7. J 1:12 TO DRAIN Burn RESIN _ w MASTIC .. ' 4:; Q Z ALL INSIDErle PLAN JOINTS & WALL • :` w MANPAN MH LID INSERT *r •- PENETRATIONS TO `•. w p AS REQ D (SEE DTL 4070) BE GROUTED .4 ,. - w MANHOLE FRAME SET FRAME IN FOLLOWING MH 0 AND COVER KEYLOCK s NON -SHRINK ASSEMBLY (.TYP). JOINT - PAVED GROUT 0) �3 SURFACE MANHOLE BARREL UNPAVED JOINT OPTIONS < MASTIC GRADE RINGS {VARIABLE) WRAP 18" MAX. -TOP OF FLAT C, AS .. TOP TO RIM REQ'D FLAT TOP SECTION, 8" MIN THICKNESS d 48' U ' *.v `1 �- INSIDE DIA. ALL OPENINGS 5" MIN. THICK 004 ALL PIPE PENETRATIONS ON SANITARY SEWER MANHOLES TO HAVE RUBBER CORED DRILLED. - BOOTS AS SPECIFIED. CO Q ' ROUTE TONING WIRE UP 4 OUTSIDE OF MH AS SHOWN FLOW (TYP ALL PIPES). PRECAST BASE, 6" MIN THICKNESS 18" �< MAX 6" MIN COMPACTED GRANULAR BEDDING • ` (TYP) STABLE SUBGRADE LAST REVISION DATE: COPYRIGHT 1996 SECTION A —_ A WESTECH ENGINEERING, INC.. NATES: MAY 2019 1. PRECAST SECTIONS SHALL MEET OR EXCEED ASTM FLAT TOP MANHOLE C-478. FOR 21 PIPE AND SMALLER 2. WATERTIGHT O-RING OR MASTIC KEYLOCK JOINTS SEWER & STORM REQUIRED, EXTERNAL SEAL AT JOINTS & PICKHOLES. t } 3. STEPS TO BE POLYPROPYLENE PLASTIC WITH GRADE NTS 60 REINFORCING ROD. ADD STEPS TO EXTG DETAIL NO. CONNECTION MH IF EXTG STEPS ARE ABSENT. WESTECH ENG. 4020 CO _�1Q NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OFARCHITECTS �Ews: s/3a/2o2o PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7040 0 503.318.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: CIVIL DETAILS DATE: 04.20.2020 REVISIONS: 02 CITY SITE REVIEW COMMENTS A A A A NOTICE: All drawings and u-ritten material appearing herein constitute tle original and unpublished -work of the Architect andinap not be duplicated, used or disclosed wvithout the prior written consent of the Architect. SHEET: C5.1 OF: WE JOB# 3172.0000.0 0 U 0 J �. A f CL M N o f cv ' 0 N p N O N CL Q 0 2 v OT IV T LUI-'Lt1J t UR r WVML. �JGC LIG 1 HIL) SEE PLANS FOR RIM ELEVATIONS —\ �'`---15" DRAIN AS MANUFACTURED v PACTED BY NYLOPLAST OR EQUAL z NNULAR "KFILL PIPE SPOOL, LENGTH AS REQUIRED.----:- P ALL} RISER TO BE SAME SIZE AS 00 HORIZONTAL OUTLET PIPE. TEE OR TEE W/PLUGGED INLET I SEE PLANS FOR ORIENTATION AND SIZE 00f -*- FLOW - - STABLE SUBGRADESEE PLANS FOR INVERT ELEVATION, PIPE SIZE 6" MIN COMPACTED OR & SLOPE. PIPE MATERIAL GRANULAR BEDDING TYPE AS SHOWN OR SPECIFIED ON DRAWINGS --CONNECT TO MAINLINE OR AREA DRAIN MANHOLE AS SHOWN ON NTS DRAWINGS 16.25" 16.25 - HINGED GRATE COVER FOR ACCESS & SECURITY fC===== Ln �- in C v �� STANDARD HOESTRIAN AREAS TES. 15" CAST IRON CRATE DETAIL NTS AREA DRAIN NOT FOR USE IN AREAS SUBJECT TO VEHICLE TRAFFIC. JO # USE WATERTIGHT GASKETED FITTINGS AND ADAPTOR SEP 20LAST REVISION BATE:: STANDARD FOR ALL PIPE CONNECTIONS. ALL GRATES IN PEDESTRIAN AREAS SHALL CONFORM AREA DRAIN, LANDSCAPE WITH ADA REQUIREMENTS, INCLUDING GRATE AND PEDESTRIAN AREAS OPENING SIZE. 5 4 3" PERVIOUS PAVEMENT PER ODOT SPECIFICATIONS CURB �} LJ I I I—i 11—III �� — —_ 4 THICK ASTM NO. 57 Ica 0,_I 11=111 T) I 1 STONE OPEN -GRADED ( } _ WASHED BASE 0 0 U 000 0 1-1 I f=1 I I.1 (CHOKER COURSE) _ f=111=11 ! 111=111=111=1 f 1 111=1 f 1=1 f I=111=111=1 f 1= -111-- f 111=111=111�111�111=f 11111-f I I=111=111=1 - --- NON -WOVEN GEOTEXTILE (PROPEX GEOTEX 701 OR. EQUAL) MIN 21" THICK NO. 2 ASTM OPEN WASHED STONE SUBBASE SUBGRADE NOTES: 1. ALL ROCK SPECIFIED SHALL BE 100% FRACTURE FACE CRUSHED & WASHED. 2. DURING CONSTRUCTION OF PERMEABLE PAVER SYSTEM, CONTRACTOR SHALL KEEP ALL SEDIMENT OUT OF BASE ROCK. ALL CONTAMINATED ROCK SHALL BE REMOVED AND REPLACED PRIOR TO INSTALLING THE NEXT LAYER. 3. CONTRACTOR SHALL MAINTAIN AND INSTALL -EROSION CONTROL MEASURES AS NECESSARY TO KEEP SEDIMENT LADEN RUNOFF FROM ENTERING PERVIOUS PAVER SYSTEM. 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING LAST REVISION BATE: INSPECTION FROM OWNER'S REP, AFTER EACH JUNE 2017 STANDARD i LIFT. FAILURE TO DO SO COULD RESULT IN PRODUCT REJECTION. -- CLEANOUT COVERS: ALL SEWER CLEANOUT LIDS TO READ 11 SEWER ALL STORM CLEANOUT LIDS TO READ "STORM" OR "C/O". f � 1 • f, i 24" SQUARE CONCRETE PAD OR AC PAVEMENT OUTSIDE OF � •,'• •.�' tt�C.O.i� ` .t `. • . PAVED AREAS. SLOPE AWAY t ,• �� ,�1 ,• `;4 , ; FROM CLEANOUT. `• ���� ` 4 .f ` a •. a.• L • • •, ,. 90' C.O. FRAME 2, & COVER 1/2 t 4 RISER PIPE TO BE 8" MIN MECHANICAL PLUG DIAMETER FOR ALL 8" & w LARGER MAINLINES Q ROUTE TONING WIRE > PIPE TO BEAR ON UP INTO CLEANOUT COMPACTED GRANULAR BOX AS SHOWN BACKFILL 22 1/2' STREET BEND PVC SPIGOT PLUG IN WYE GASKETED WYE SOCKET (ASSUMES CLEANOUT 13-1/2 BASE WYE WILL BE 12" REMOVED WITH FUTURE SEWER EXTENSION). 1-1 6„ MIN COMPACTED • - - GRANULAR BEDDING 20" —�, HANDLE STABLE SUBGRADE ��--� 13_1Z4" A �� >> A L� i J 1-1 j4" C30N A - A CLEANOUT FRAME & COVER LAST REVISION 'A fE: COPYRIGHT 1995 WESTECH ENGINEERING. INC. NOTES: APR 2018 1. USE INLAND FOUNDRY MODEL 240- FRAME & COVER IN ALL AREAS. MAINLINE CLEANOUT 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48, CLASS 30. 3, COVER AND FRAME TO BE MACHINED TO A (N S TRUE BEARING ALL AROUND. DETAIL NO. WESTECH ENG. 4110 3 2 NOTE: PER ORS 92.044(7),*'�2' PROVIDE GASKETED PVC CAP ON ALL STUBS FOR MANHOLE MUST BE SET 1'FUTURE CONNECTION SHOWN ON DWGS (EXTEND PIPE MINIMUM CLEAR FROM ANY MIN BEYOND MH WALL), SLOPE PER DWGS. SURVEY MONUMENT I- _ INVERT z 2 Ilk - �, O-RING ;:.:...' A ,.. ELEVATIONS A o PER eurn RESIN DRAWINGS '"' ~• MASTIC AS SPEC'D O• •,... r \ VACUUM TESTING OF EXTG rf Q �" STEPS. OFFSET MANHOLES REQUIRED 3::m ' '� VERIFY LOCATION TO • AFTER NEW CONNECTIONS. JOINT 0 AVOID CONFLICTS SEAL MH AS REQUIRED CK WITH INSIDE OR TO PASS. m OUTSIDE DROPS ' SLOPE SHELVES < _j1:12 TO DRAIN BUTYL -': J � RESIN • � .. { � _j w MANPAN MH LID INSERT MASTICz AS REQ'D (SEE DTL 4070) ALL INSIDE MANHOLE FRAME PLA JOINTS & WALLw Uj AND COVER SET FRAME 1N PENETRATIONS TO - ... ``,... w o PAVED NON -SHRINK BE GROUTED w Y GROUT FOLLOWING MH • n v SURFACE KEYLOCK s UNPAVED ASSEMBLY (TYP). JOINT Q 0-) �3 :23RADE RINGS (VARIABLE) MANHOLE BARREL JOINT a � 18" MAX. --TOP OF CONE O ONS TO RIM SLOPE OF PRECAST ECCENTRIC CONE �- 1— .4 SHALL FACE DOWN GRADE. LOCATE • STEPS ON UPSTREAM SIDE OF MANHOLE. MASTIC WRAP AS REQ'D FLAT TOP MHS SHALL BE USED FOR ALL MH 5" MIN. THICK d 48" LESS THAN 6' RIM TO INVERT, OR WITH PIPE INSIDE DIA. j CONNECTIONS WITHIN 5 FEET OF RIM ELEV. ALL PIPE PENETRATIONS ON SANITARY ALL OPENINGS SEWER MANHOLES TO HAVE RUBBER CORED DRILLED. BOOTS AS SPECIFIED. -co Q ROUTE TONING WIRE UP OUTSIDE OF MH . AS SHOWN (TYP ALL PIPES). FLOW ►- �Q PRECAST BASE, 6" MIN THICKNESS 18" MIN COMPACTED 00 MAX 6 • GRANULAR BEDDING (TYP) STABLE LAST REVISION DATE: COPYRIGHT 1996 WESTECH ENGINEERING, INC. NOTES: SECTION A- A SUBGRADE MAY 2019 1. PRECAST SECTIONS SHALL MEET OR EXCEED ASTM STANDARD MANHOLE C-478• FOR 21" PIPE AND SMALLER 2. WATERTIGHT O-RING OR MASTIC KEYLOCK JOINTS REQUIRED, EXTERNAL SEAL AT JOINTS & PICKHOLES. (SEWER &STORM} 3. STEPS TO BE POLYPROPYLENE PLASTIC WITH GRADE NTS 60 REINFORCING ROD. ADD STEPS TO EXTG DETAIL NO. CONNECTION MH IF EXTG STEPS ARE ABSENT. WESTECH ENG. 4010 NOTE: PER QRS 92.044(7), PROVIDE GASKETED PVC CAP ON ALL STUBS FOR MANHOLE MUST BE SET 1' FUTURE CONNECTION SHOWN ON DWGS (EXTEND PIPE MINIMUM CLEAR FROM ANY 2' MIN BEYOND MH WALL), SLOPE PER DWGS. SURVEY MONUMENT A INVERT z 2 r ; • • 4 A. ELEVATIONS 0 -RING t p or91 PERBUTYL RESIN 4 j DRAWINGS MASTIC '. • <t AS SPEC r. • r+ V All VACUUM TESTING OF EXTG '• < a STEPS. MANHOLES REQUIRED OFFSET 3::m ' . , VERIFY LOCATION TO AFTER NEW CONNECTIONS. JOINTc� 0 AVOID CONFLICTS SEAL MH AS REQUIRED tr WITH INSIDE OR TO PASS. Q M OUTSIDE DROPS j SLOPE SHELVES7. J 1:12 TO DRAIN Burn RESIN _ w MASTIC .. ' 4:; Q Z ALL INSIDErle PLAN JOINTS & WALL • :` w MANPAN MH LID INSERT *r •- PENETRATIONS TO `•. w p AS REQ D (SEE DTL 4070) BE GROUTED .4 ,. - w MANHOLE FRAME SET FRAME IN FOLLOWING MH 0 AND COVER KEYLOCK s NON -SHRINK ASSEMBLY (.TYP). JOINT - PAVED GROUT 0) �3 SURFACE MANHOLE BARREL UNPAVED JOINT OPTIONS < MASTIC GRADE RINGS {VARIABLE) WRAP 18" MAX. -TOP OF FLAT C, AS .. TOP TO RIM REQ'D FLAT TOP SECTION, 8" MIN THICKNESS d 48' U ' *.v `1 �- INSIDE DIA. ALL OPENINGS 5" MIN. THICK 004 ALL PIPE PENETRATIONS ON SANITARY SEWER MANHOLES TO HAVE RUBBER CORED DRILLED. - BOOTS AS SPECIFIED. CO Q ' ROUTE TONING WIRE UP 4 OUTSIDE OF MH AS SHOWN FLOW (TYP ALL PIPES). PRECAST BASE, 6" MIN THICKNESS 18" �< MAX 6" MIN COMPACTED GRANULAR BEDDING • ` (TYP) STABLE SUBGRADE LAST REVISION DATE: COPYRIGHT 1996 SECTION A —_ A WESTECH ENGINEERING, INC.. NATES: MAY 2019 1. PRECAST SECTIONS SHALL MEET OR EXCEED ASTM FLAT TOP MANHOLE C-478. FOR 21 PIPE AND SMALLER 2. WATERTIGHT O-RING OR MASTIC KEYLOCK JOINTS SEWER & STORM REQUIRED, EXTERNAL SEAL AT JOINTS & PICKHOLES. t } 3. STEPS TO BE POLYPROPYLENE PLASTIC WITH GRADE NTS 60 REINFORCING ROD. ADD STEPS TO EXTG DETAIL NO. CONNECTION MH IF EXTG STEPS ARE ABSENT. WESTECH ENG. 4020 CO _�1Q NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OFARCHITECTS �Ews: s/3a/2o2o PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7040 0 503.318.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: CIVIL DETAILS DATE: 04.20.2020 REVISIONS: 02 CITY SITE REVIEW COMMENTS A A A A NOTICE: All drawings and u-ritten material appearing herein constitute tle original and unpublished -work of the Architect andinap not be duplicated, used or disclosed wvithout the prior written consent of the Architect. SHEET: C5.1 OF: WE JOB# 3172.0000.0 Ic �' C cv B J A CL 0 0 N 0 0 0 N 0 04 0 04 a d t� -o 0 `.y w 2X 036-00" BOLTED & GASKETED ACCESS COVERS. .°Ll/Ol IMPRESSIONSRISERS SLAB T&G /Ll dLYLffI�_ �fl� Yfi iiilili �•f� 'LYr. ♦FIELi POURED • •LLAR REQUIREDBY s�Yr LLifL�i`. tea. 'rYia1 OTHERS.• +1/• +L11/YL/ /L1 Washington GULD,fsYl/11:.L. RISER T 7 024" MAXIMUM. SEE NOTE 3. BASE. i t �:; f '• BASE SECTION. PERK FILTER T11 CARTRIDGES. . CONCRETE FALSE FLOOR. c ` OUTLET CHAMBER. 024" MAXIMUM. SEE NOTE 3. CONCRETE DIVIDER WALL. INLET GALLERY. 3X INLET WEIR/BYPASS ASSEMBLY. Notes: 1 Precast concrete structure shall be manufactured in accordance with ASTM Designation C857 and 0858. 2. Filter system shall be supplied with traffic rated (H20) bolted & gasketed 036" circular access covers with risers as required. Shallow applications may require configurations with (H2O) bolted & gasketed square/rectangular access hatches. Field poured concrete collars required, by others. 3. Inlet & outlet pipe(s) (0 24" maximum) may enter device on all three sides of the inlet& outlet chambers respectively. 4. Inlet chamber shall be supplied with a drain -down device designed to remove standing water between storm events. 5. For depths less than specified minimums contact Oldcastle® Stormwater Solutions for engineering assistance. * Treatment Flow Rates shown conform to Washington State GULD Specifications Perk Filter TM Ideas Owde'D 8' Wide Concrete Vault Stormwater Solutions 7921 South ark Plaza S ite200 Littleton ® � � P u I , (;!) j $0120) Ph: 80.579.88191 oldcastlestormwater.co om Washin ton State O ULD THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, IPiC. iT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL \or SE g USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COM qNY. COPYRIGHT ® 2010 OLDCASTLE PRECAST; iNC. ALL RIG.HTSREWrJEID. MediaSix to Thirty One Cartridges /Stacks mA1N° N0` ` o Filtration PF -V -8 -WA -0001 E ,pR tp JPR 3j2f11 S 3 OF 2 i •' f f y i i' f ♦ •• � � �'\ I'•�► r"i'4 -r'i'd izn�r �Ki rI !Rim ti. - - - - .. r►a i nF • �� �, � �! �.�► ,tel �� ,ci l"►�lips-, • iWashington GULD •rf tMINIMUM DEPTHRIM TO OUTLET INVERT -MrA ii 11 11 i1 11 r-^ ri: f • r+: ♦- � Treatment Flow Rates shown conform to Washington State GULD Specifications. Perk Filter TIVIO fdc stle° 8' Wide Concrete Vault Stormwater solutions 7921 South ark Plaza Suite 200 IL ti. eton CO 180120 Ph: 800.579.88191 oldcastlestormw ater.com Washin THIS DOCUMENT IS Pr E PROPERTY OF OtXcAsTLE PRECAST, W. it IS SUBktt T TED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE ngton State GOLD L D_vAtiYiAY:RftR S O Y£`tTE SSO4SNDC061RANY.COPYRIG#iT02Q100LdCASTLEPRECAST,INC.ALLRIGNTSRESERVED. Media Six.to Thirty One Cartridges I Sucks "" "�" W Ecce -0122 DAZ F14-EET 2 OF z Filtration PF 1� -84VA 1 JPR 10/3/14 JPR 3/2/11 1 OUTLET 48 LONG L DUCTILE IRON SOLID LID & DUCTILE IRON GRATE L22x22x� PLAN VIEW BIDE PROOF HEAVY FRAME DUTY TRAFFIC GRATE 53„ SUPPORTS AASHTO H25 LOADS SEDIMENT TRAP ,*.'•'**�'*'. OUTLET i I � � L J SEDIMENT TRAk W/ HINGED LID I C\2i I I t 48" SIDE VIEW ISOMETRIC STATE APPROVED - ASPHALT DIPPED 24"x42" - 6"0 OUTLET SAND COLLECTOR CATCH BASIN DWG # 1SB PROD. MAN. DOUG P. DWN. PAUL G. SCALE NONE Gibson Steel Basins - I�2 DATE. JAN.23, 06 MODEL: SC690 42t�-6 _ SINCE 1972 247 Washington St. Eugene, Or. 97401 ph•(541) 687`- 8672 fox. -344-0207 MANHOLE STEPS PER STD. MH DETAIL. 24 MANHOLE ACCESS. A ` `�` ORIFICE CLEANING ACCESS HOLE CENTERED 1 ON OVERFLOW RISER, SEE SECTION A -A. `= FLOW A INFL" LINEOSW 4` 24" MANHOLE FRAME & COVER W/16 18 (SEE PLAN - HOLE LID. GRADE RINGS (VARIABLE) FOR ,_ '` 18" MAX. -TOP OF FLAT TOP TO RIM LOCATION) 8"0 C.I. CLEANOUT CASTING (M1007, 8'VAULT TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS CARTRIDGE A CARTRIDGE STACK CONFIGURATION STACK DIMENSION 12" 18' 12' & 12' 12'& 18" QUANTITY - LEN3TH - TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW TREATMENT ITOTALCLOW TREATMENT TOTAL FLOW FLOW RATE CAPACITY FLOW RATE CAPACITY FLOW RATE CAPAITY FLOW RATE CAPACITY (ID -FEET) (GPM / CFS) (CFS) (GPM / CFS) (CFS) (GPM I CFS) (CFS) (GPM / CFS) (CFS) 6 7 40.8/0,091 8.6 61.210.136 12.7 81.610.182 14.5 102.010.227 19.3 7 7 47.610.106 8.6 71.410.159 12.8 95.2/0.212 14.5 119.0 / 0.265 19.4 8 9 54.4 / 0.121 8.6 181.610.182 12.8 108.810.243 14.6 136.0 / 0.303 19.5 9 9 61.2/0.136 8.6 91.8/0.205 12.8 122.410.273 14.6 153.010.341 19.5 10 9 68.0 / 0.152 8.7 102.010.227 12.9 136.010.303 14.7 170.010.379 19.6 11 9 74.810.167 8.7 112.210.250 12.9 149.610.334 14.7 187.0 / 0.417 19.7 12 11 81.6 / 0.182 8.7 122.4 / 0.273 12.9 163.210.364 14.7 204,010.455 19.7 13 11 88.410.197 8.8 132.610.296 13.0 176.810.394 14.8 22i.o i o.493 19.8 14 11 95.210.212 8.8 142.810.318 13.0 190.410.425 14.9 238.0 / 0.531 19.9 15 11 102.0 10.227 8.8 1153.010.341 13.1 204.0/ 0.455 15.0 255.0 / 0:569 19.9 16 13 108.810.243 8.8 163.210.364 13.1 217.6 1 0A85 15.0 272.0 / 0.607 20.0 17 13 115.6 / 0.258 8.9 173.410.387 13.2 231.2/ 0.516 15.1 289.010.644 20.1 18 13 122.4 / 0.273 8.9 183.610.4091 13.2 244.8 / 0.546 15.1 306.010.6821 20.1 19 1 13 129.2/ 0.288 8.9 193.810.4321 13.2 258.4 / 0.576 15.2 323.010.7201 20.2 20 1 15 136.0/ 0.3031 8.9 204:0 / 0.4551 13.3 272.0 / 0.607 15.2 340.010.7581 20.3 21 15 142.8 / 0.318 9.0 214.21 oA781 13.3 285.6 t 0.637 15.3 357.0 / 0.7961 20.3 22 15 149.610.334 9.0 224.4 1 0.5M 13A 299.210.667 15.3 374.010.8 20.4 23 15 156A 10.349 9.0 234.610.5231 13.4 312.8 / 0.6981 15.4 391.010.8721 20.5 24 18 163.210.364 9.0 244.81 1 0,Md 13.4 326.410.7281 15.4 08.010.9101 20.5 25 18 170.010.379 9.1 255.0 1 0,5A 13.5 340.0 / 0.754 15.5 25.010.9481 20.6 26 1 18 176.8 / 0.394 9.1 265.2 / 0.591 13.5 353.6 / 0.784 15.5 2.0 / 0.98E 20.7 27 1 18 183.6 / 0.409 9.1 275.410.614 13.6 367,210.8191 15.6 59.0/1.024 20.7 28 18 190.4 / 0.425 9.2 1285.610.637 13.6 380.810.8491 15.6 476.0 /1.061 20.8 29 18 197.210.440 9.2 295.810.660 13.6 394.4 / 0.8801 15.7 93.011.099 20.9 30 18 204.01 D.455 9.2 306.010.682 13.7 08.010.9101 15.8 510.011.137 20.9 31 18 1210.810.470 9.2 316.210.7061 13.7 21.6 t 0. 15.8 527.011.17 21.0 MAXIMUM HEAD LOSS 1.7 FEET 2.3 FEET 2.9 FEET 3.5 FEET. Treatment Flow Rates shown conform to Washington State GULD Specifications. Perk Filter TIVIO fdc stle° 8' Wide Concrete Vault Stormwater solutions 7921 South ark Plaza Suite 200 IL ti. eton CO 180120 Ph: 800.579.88191 oldcastlestormw ater.com Washin THIS DOCUMENT IS Pr E PROPERTY OF OtXcAsTLE PRECAST, W. it IS SUBktt T TED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE ngton State GOLD L D_vAtiYiAY:RftR S O Y£`tTE SSO4SNDC061RANY.COPYRIG#iT02Q100LdCASTLEPRECAST,INC.ALLRIGNTSRESERVED. Media Six.to Thirty One Cartridges I Sucks "" "�" W Ecce -0122 DAZ F14-EET 2 OF z Filtration PF 1� -84VA 1 JPR 10/3/14 JPR 3/2/11 1 OUTLET 48 LONG L DUCTILE IRON SOLID LID & DUCTILE IRON GRATE L22x22x� PLAN VIEW BIDE PROOF HEAVY FRAME DUTY TRAFFIC GRATE 53„ SUPPORTS AASHTO H25 LOADS SEDIMENT TRAP ,*.'•'**�'*'. OUTLET i I � � L J SEDIMENT TRAk W/ HINGED LID I C\2i I I t 48" SIDE VIEW ISOMETRIC STATE APPROVED - ASPHALT DIPPED 24"x42" - 6"0 OUTLET SAND COLLECTOR CATCH BASIN DWG # 1SB PROD. MAN. DOUG P. DWN. PAUL G. SCALE NONE Gibson Steel Basins - I�2 DATE. JAN.23, 06 MODEL: SC690 42t�-6 _ SINCE 1972 247 Washington St. Eugene, Or. 97401 ph•(541) 687`- 8672 fox. -344-0207 MANHOLE STEPS PER STD. MH DETAIL. 24 MANHOLE ACCESS. A ` `�` ORIFICE CLEANING ACCESS HOLE CENTERED 1 ON OVERFLOW RISER, SEE SECTION A -A. `= FLOW A INFL" LINEOSW 4` 24" MANHOLE FRAME & COVER W/16 18 (SEE PLAN - HOLE LID. GRADE RINGS (VARIABLE) FOR ,_ '` 18" MAX. -TOP OF FLAT TOP TO RIM LOCATION) 8"0 C.I. CLEANOUT CASTING (M1007, HANDLE y SEE NOTE 3 PLAN- LID TO READ "CO"). -SET IN MOTE: 5" MIN. .'_d• ` PRECAST BASE, 6" MIN .THICKNESS (48Of�s) 6�� MIN. SIGNS ARE ALSO AVAILABLE FOR PURCHASE AT _ 6" MIN THICKNESS (48"0) (60 0) 7 MIN. LIFT HANDLE SHALL BE GROUT/CONCRETE PAD AS .SHOWN. SPR l NGF l ELD UTILITY BOARD WATER DIVISION 8" MIN. THICKNESS (60"0 & 72"0) iSUPPORTED (72"0) TO ENSURE {T 6"0 CORE HOLE CENTERED OVER REMAINS ACCESSIBLE FROM PAVED OVERFLOW ORIFICE. FLOW CONTROL ORIFICE PLATE,6" MIN COMPACTED Springfi WELD TO BOTTOM OF RISER WHERE STABLE GRANULAR SUBGRADE BEDDING MH OPENING.. SURFACE ANCHOR STAINLESS OR ALUM STRAP UNPAVED REQUIRED FOR FLOW CONTROL. We I head Protection Area W 1 2" EXPANSION ANCHORS ;F TYP 3 1. PRECAST SECTIONS SHALL CONFORM TO ASTM C-478. LI 2. DISTANCE FROM TOP OF OVERFLOW TO MH RIM SHALL BE 1\10\\ BASED ON OVERFLOW CAPACITY CALC'S BY DESIGN POLLUTION/FLOW CONTROL ENGINEER (ASSUME ORIFICE CONTROL). MANHOLE W/OVERFLOW • p fl` OVERFLOW RISER (DIAMETER > OUTLET - VERIFY BASED ON OVERFLOW REQ'D 3. 60" MINIMUM DIA. MANHOLE REQUIRED FOR OUTLET PIPE ft. ' • Help Oar �nk�aPIPE, SPRINGFIELD UTILITY BOARD DATE 115/00' LARGER THAN 15" OR INLET > 21 $" MIN. (48"9�) 6" MIN FABRICATED HDPE N-12 CORRUGATED 10" MIN. 60"&72"4� SEE NOTE to PiPE CROSS WITH 8" CLEANOUT/SHEARRV!II + spillS Ieaks or �oHDPE ep SCALE N/A 4. ORIFICE CLEANING ACCESS TO BE 6" CORE HOLE THROUGH NTS ORIFI(6 wGATE AS MFG. DY ADVANCED DRAINAGE FLAT -TOP (CENTERED ON OVERFLOW) WiTH Cl CLEANOUT DETAIL No. WESTECH ENG. 3200 WELLHEAD PROTECTION SIGN REVISED 5/24/2016 WING # FF11 DE4fl BOX GROUTED TO SLAB. TURNDOWN WELDED Q SYSTEMS (ADS) OR EQUAL, WITH HDPE TO CROSS. SEE PLAN > TAPER CONNECTION SIZED TO SEAL TO CN HAZARDOUS MATERIALRESPONSE 911 TET PIPE. FOR PIPE SI - .. OUTLET ORIFICE INLET I SEE NOTE 3 RE: X" SEE DWGS. SIZE & PIPE i oo - OUTLET & MH SIZES FOR PIPE SIZoperatorl ELEV. i � �``--STORM PIPE• • S f IAUtItB ;A -7AA-AA;1 » T X b- CLEANLY CUT PIPE END SQUARE & V I I HS I V I I y Val $ WATERTIGHT i4 FLUSH WITH INSIDE MH WALL, SEAL ALUMINUM ° 'Y OUTLET- TEE TAPER TO OUTLET PIPE. CLEANOUT/SHEAR d - N 44. GROUT ALL OPENINGS AND if GATE VV/ LIF 48" MIN. 99P INSIDE ,JOINTS AFTER ASSEMBLY HANDLE y SEE NOTE 3 COMPACTED GRANULAR MATERIAL MOTE: 5" MIN. .'_d• ` PRECAST BASE, 6" MIN .THICKNESS (48Of�s) 6�� MIN. SIGNS ARE ALSO AVAILABLE FOR PURCHASE AT 6" MIN THICKNESS (48"0) (60 0) 7 MIN. SPR l NGF l ELD UTILITY BOARD WATER DIVISION 8" MIN. THICKNESS (60"0 & 72"0) (72"0) 541-726-2396 FLOW CONTROL ORIFICE PLATE,6" MIN COMPACTED WELD TO BOTTOM OF RISER WHERE STABLE GRANULAR SUBGRADE BEDDING REQUIRED FOR FLOW CONTROL. SECTION A - A LAST REVISION DATE: NOTES: AUG 2014 STANDARD 1. PRECAST SECTIONS SHALL CONFORM TO ASTM C-478. 2. DISTANCE FROM TOP OF OVERFLOW TO MH RIM SHALL BE BASED ON OVERFLOW CAPACITY CALC'S BY DESIGN POLLUTION/FLOW CONTROL ENGINEER (ASSUME ORIFICE CONTROL). MANHOLE W/OVERFLOW 3. 60" MINIMUM DIA. MANHOLE REQUIRED FOR OUTLET PIPE ft. DRAWN BY EJN SPRINGFIELD UTILITY BOARD DATE 115/00' LARGER THAN 15" OR INLET > 21 APPROVED KG SCALE N/A 4. ORIFICE CLEANING ACCESS TO BE 6" CORE HOLE THROUGH NTS FLAT -TOP (CENTERED ON OVERFLOW) WiTH Cl CLEANOUT DETAIL No. WESTECH ENG. 3200 WELLHEAD PROTECTION SIGN REVISED 5/24/2016 WING # FF11 DE4fl BOX GROUTED TO SLAB. 5 4 3 2 I O� -�10 NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS RENEWS: 6/30/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK SICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 0 503.316.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TiTLE: CIVIL DETAILS DATE: 04.20.2020 REVISIONS: A CITY SITE REVEIW COMMENTS a A NOTICE: All drawings and written mTterkal appearing herein constitute tle original and unpublished- work of the Architect andtnay not be duplicated, used or disclosed without theprior written consent of the Architect. SHEET: C5.2 OF: WE JOB# 3172.0000.0 13.5" NOTE: HYDRANT DOLOR TO BE ONFROM TO 8 -FINISH GRADE 6„ „ VALVE BOX TO BE CONCRETE LOCAL JURISDICTION RE 11I EMENTS. 00, ENCASED- IF NOT IN PAVED AREA. USE 3300 PSI CONCRETE. 2 2 1 2" INSTALL STORZ ADAPTER (HPHA) WITH (ROUND OR SQUARE PAD) O / 4 1 /2 UMPER SNAP -TITS STORZ BLIND CAP & CABLE HOSE NOZZLE (NST) WHERE REQUIRED (SIZE PER LOCAL 6 .4 ... 8" • NOZZLES MAX o z o (NST} JURISDICTION REQUIREMENTS). $: d �' z NOTE: PER ORS 92.044(7), FIRE ROOK N0. 1 RT VALVE BOX HYDRANT MUST BE SET 1' Se W WZ Z C9 LID 'TRAFFIC' STYLE a- tz OW � 1. vi MINIMUM CLEAR FROM ANY MIN, o o W = � ©J Z STD. VALVE BOX SURVEY MONUMENT 8" PVC SEWER PIPE, I I F ~ z z (VANCOUVER 910 STYLE) ASTM D3034, SDR 35, M m o W/VC212 VB BASE LENGTH AS REQUIRED x" Z x 0 x = I W n W o< 0< 3' z 12" MIN. BEHINDS W FITTING SIZE (inches) TEE, WYE, & (D HYDRANTS 90' BEND ® PLUGGED CROSS TEE PLUGGED -RUNS 45' BEND 22 1/2' BEND Q 11 1/4" BEND Q 2 * * * >x 81IDI 4 1.7 2.4 1.3 TERMINATOR AT 6 3.7 5.3 2.9 1.5 *. 8 6.7 9.5 5.1 2.7 1.3 10 10.5 14.8 8 4.1 2 12 15.1 21.3 11.6 5.9 2.9 16 26.8 37.9 20.5 1 10.4 5.2 18 33.9 47.9 25.9 1 12.8 6.7 LARGER DCA SHALL CONFORM TO REQUIREMENTS 3/4" S1324B26AA 13" X 24" (26"D) c OF PUBLIC/PRIVATE AGENCIES HAVING BEARING AREA OF THRUST BLOCKS 8" DOUBLE CHECK MI W 0 2 MIN 24 MIN. BEHIND CURB 1. ALL VALUES ARE BASED ON THE FOLLOWING ASSUMPTIONS: H - < =3 VC212 VALVE BOX BASE („ > Z N E -0 ¢ � 6" MAX TYP AVG. PRESSURE = 100 PS1 x 2 (safety factor); 1500 PSF SOIL BEARING CAPACITY; BY 3DC, OR EQUAL ; -; z �--< ---- R� NORMAL DISTRIBUTION SYSTEM DESIGN VELOCITY NOT TO EXCEED 5 FPS. 2. ALL FITTINGS. SHALL BE YUtAPPED IN PLAM PRIOR TO PLAMENT..OF CONCRETE. L v w (2) 6" BOLLARDS __S7w 3. BEARING SURFACE 4F THRUST BLOCKING SHALL BE AGAINST UNDISTURBED SOIL. " `[ w = 4. TRUCK -MIXED CONCRETE MIX SHALL HAVE A MIN. 28 DAY STRENGTH OF 3300 PSI 5" MAX SLUMP USE RESILIENT WEDGE � � a- � � (DETAIL 226) FOR FIELD-LOK �� ,y ( ). r) 0 cn 0 LOCP TONER WIRE .� ; :� OF HAND --MIXED SACK -CRETE TYPE CONCRETE REQUIRES WRITTEN CITY APPROVAL PRIOR TO USE, AND SHALL GATE VALVE GV HYDRANTS SUBJECT z TYPE GASKETS ( ) UP INTO VALVE BE 4004 PSI MIX, MIXED WITH MIN AMOUNT OF WATER NECESSARY FOR WORKABILITY (5" MAX SLUMP), USE EPDXY COATED PER TO VEHICLE DAMAGE � REQUIRED ON ---- BOX PER DTL 5010 OF DRY. SACK -CRETE MIX (BAGS OR LOOSE MIX) IS PROHIBITED FOR PERMANENT THRUST RESTRAINT. AWWA C-550 LOOP TONER WIRE UP INTO (PAINT YELLOW), AS 2 ANY PUSH -ON ( 5. ALL PIPE ZONES SHALL BE BACKFILLED WITH GRANULAR BACKFILL AND COMPACTED. VALVE BOX (TYP ALL). SHOWN ON DWGS. JOINTS 6 FL X MJ 6. THRUST BLOCKS FOR PLUGGED CROSS AND PLUGGED TEE SHALL HAVE ##4 REBAR LIFTING LOOPS INSTALLED ROUTE WIRE OUTSIDE RISER DRAIN ROCK RESILIENT WEDGE AS SHOWN. VARIES PIPE & INSIDE OF VALVE 7. VERTICAL THRUST DETAILS -SEE DWG. 512. PIPELINE PIPELINE BOX AS SHOWN. SEE NOTE 3 �,� j j GATE VALVE 8. STRADDLE BLOCK DETAILS -SEE DWG. 511. BLOCK TO UNDISTURBED TRENCH WALLS ~ t BLOCK, * * THRUST BLOCKS FOR PIPES LARGER THAN 18" WILL BE INDIVIDUALLY DESIGNED BY THE v " �.,�..---- 6" MIN COMPACTED • ' , ENGINEER. NOTCH 1/8- DEEP j . 1. .... - GRANULAR BEDDING fi" D. 1. _ NOTE 5 INDICATING DIRECTION SEE DETAIL 511 „ OF FLOW THROUGH -- STABLE SUBGRADE CL 52 STD. 6 F.H. VALVE (BOTH SIDES) t -' 2" SQUARE OPERATING NUT, ° `in NUT HEIGHT TO BE 2" MIN. a �`.: i 3.7 FTj 2 12„ MIN , . ' 1" SCHED 80 STEEL PIPE SHAFT OR ' 24" MAX of CAST IRON 1 1 PIECE ( )• " SOLID STEEL ROD d `° RETAINER GLANDS - $• RING WITH CENTERING PLATE, (TYP ALL JOINTS) UNDISTURBED 1 z LIFTING „ �! 1 j4" STEEL, SIZED NOTES: 12" X 12" O SOCKETS I FOR 1/8 TO 1/4 CLEARANCE TO CONC. BLOCK 6" FLG X MJ EARTH 3.7 FT, CAST IRON II RISER PIPE, LOCATED 6 BELOW NUT. 1 HYDRANTS TO BE MUELLER SUPER CENTURION 250, SHOE (T�) TRAFFIC COVER SUPPORT COLLARS, MODEL A-423 WITH FULL SIZE (5Y4") FOOT VALVE. �• T �_ 5 j8l, WELDED TO SHAFT 2. ALL FITTINGS IN CONTACT NTH CONCRETE SHALL MAINLINE TEE I N .. BE WRAPPED IN PLASTIC. HYDRANT DRAIN HOLES TO 6" SIDE OUTLET , 2/" SQUARE SOCKET, REMAIN OPEN TO DRAIN ROCK AND OPERATIONAL. FLANGED Q 12MM LAA Q C SIDEWALLS - 1/4" MIN THICK „ „ Q j i� 3-1 4" TOP 1 /4" MIN THICK (FULL 3. 1-1/2" TO 3/4 CLEAN DRAIN ROCK SHALL BE I PLACED A MIN. OF fi ABOVE DRAIN OUTLET. 9. PAINT CURB YELLOW 10 FEET , FILLET WELD TO SOCKET) SOCKET DEPTH 2%" MIN 4. WHERE PLANTER STRIP EXISTS, HYDRANT SHALL BE EACH WAY FROM HYDRANT & UNDISTURBED Ire INSTALL REFLECTIVE BLUE TRAFFIC 1-3/4" STEM EXTENSION PLACED SO FRONT PORT ISA MIN. OF 24" BEHIND MARKER Q STREET CENTERLINE. ; u SOIL FACE OF CURB. A LAST REVISION DATE: JO # 5. THRUST BLOCK AT STANDARD 6" FIRE HYDRANT TEE LAST REVISION DATE: JO # LAST REVISION DATE: JO # BROOKS NO. 1 RT VALVE BOX JULY 201 1 7 STANDARD SHALL HAVE MIN. 3.7 SQ. FT. BEARING AREA. AUG 2019 STANDARD SEPT 2014 STANDARD 6. ALL HYDRANTS SHALL BE SET PLUMB. NOTES -HORIZONTAL VALVE AND 7. FOR HYDRANT LEADS LONGER THAN 30, AN STANDARD HORIZONTAL 1. GV SHALL CONFORM TO AWWA C-509. VALVE BOX DETAIL ADDITIONAL GATE VALVE SHALL BE PROVIDED WITHIN FIRE HYDRANT ASSEMBLY "-' THRUST BLOCKING 2. VALVE BOXES SHALL BE PLUMB AND CENTERED DIRECTLY 3 FT. OF THE HYDRANT. OVER THE VALVE NUT. 8. RESTRAIN ALL JOINTS ON ALL HYDRANT LEADS. 3. VALVE BOX TOP SHALL BE ADJUSTED TO FINISHED GRADE. NTS RETAINER <GLANDS SHALL TO BE USED IN LEIU OF NTS NTS 4. PVC SHALL BE ONE CONTINUOUS PIECE, NO BELLS OR DETAIL No. THRUST BLOCK BEHIND HYDRANT. DETAIL NO. DETAIL No. COUPLERS. WESTECH EN. 5011 WESTECH ENG. 5030 WESTECH ENG. 5100 P/L OR WATER METER (SEE DWG. FOR LOCATION) 2" MIN. WATER 24" MAX METER (NTS) PLAN 3/4"-2" FEBCO MODEL 850 DOUBLE CHECK ASSEMBLY (OR EQUAL) POLYMER CONCRETE BOX (SEE PLANS FOR SPECIFIED SIZE) AS MANUFACTURED BY INCREASER ON DOWN STREAM OLD. CASTLE -PRECAST SIDE (SEE DWG. FOR SIZE) ry U 8" FEBCO 856 DOUBLE CHECK DETECTOR UTILITY VAULT 5106 -WA (5'O" UPPER 18" MIN HOT -BOX PROVIDE BALL DRIP DRAIN VALVE TO DRAIN FDC EITHER ON _� HALF ASSEMBLY WITH 2 OS&Y GATE VALVES, ' x 10'6" ID) W/H-20 RATED MODEL HB8FEM CHECK VALVE OR WITH HORIZONTAL TAPPING SADDLE '� . UAL -= ------- ,OR,'APPROVED EQUAL. � LID, OR EQUIVALENT. FIBERGLASS _ - ENCLOSURE -I -PLACE CONCRETE THRUST COLLAR - CAST N 4" :SOH. 8O GALV. STEEL PIPE -� UMP PUMP '-"'-"'-'-'-' CONDUITS FOR �---''--" -" ----------------------- . POWER & VALVE TAMPER = _=== _==_==_-- 53" ID 1Yz S3" ID WITH RETAINER GLAND CENTERED IN CONCRETE ___ _-________ 01 d 70, O -.. --------- - _ _-- ---_ SWITCH WIRES -------- - (TYPICAL BOTH ENDS) INSTA d FORWARD FLO TEST d LADDER ---------------- , 139" 25-/4" OD 13% TYP. 13�" 26Y OD 13 F.D.C. PER FIRE DEPT. =__--_ ----------01 - PORT" DTL 5590` U LESS & SAFETY ---------- C R -- -- ----- ---- o CL R. -- '_''-- '-'- CLR CLR CLR. _ - � CATE AS ---------- ___= AL . LOCAA11ON APP OVED. EXTENSION REQMNTS. L ____------''-- _ ' 1. DCDA- DOUBLE CHECK DETECTOR ASSEMBLY- 4" - - -_ - ' ---- HEATER SHOWN ON PLANS. - - _ _ " FEBCO FDC -FIRE DEPARTMENT CONNECTION. 12,, =---=====--------------- = 8OV RPBA " r ' ANCHOR ENCLOSURE DCA SHALL CONFORM TO REQUIREMENTS OF GROUT VAULT SOLID FOAM i0 z TO CONCRETE PAD WITH 2 %( 2. D LO ,� PER MANUFACTURER' S&Y GATE HEATER PUBLIC/PRIVATE AGENCIES HAVING CORE INSULATION E 4 fi" _ Qgr e PIPE LOWER HALF �' � � REQUIREMENTS. VALVES JURISDICTION. � 4 4 - MIN. 4 PCC M 3. DCDA & VAULT INSTALLATION SHALL MEET 4 = = 4 a 4" CL o 52 D.I. PIPE TO FINISH GRADE Z SLAB VERIFY ENCLOSURE 4 CL. 52 D.I. FLG X MJ ADAPTER oo „ MODEL BF DEVICES. REQUIREMENTS OF OREGON HEALTH „ „ _ - SIZE FOR OTHER U B AUTHORITY, DRINKING WATER SERVICES (DWS). Q0 8 I ---�- 8 DI ON r cv 12 MIN. 14 4. CONTRACTOR SHALL HAVE DCDA TESTED AND ` W/RETAINER GLAND, ALL ° TO ACCEPTANCE BY OWNER. - 6" _ 4" GLOBE OR WAFER STYLE SILENT CERTIFIED PRIOR WAYS � THROUGH THE TOP OF �®` . _ . � z MI _ �` a CHECK VALVE W BALL DRIP VALVE.:. ..s- .,. �, ��...• ;. '. .: }..�. t •.• � � ..... 5. FDC SHALL NOT EXIT THRO G � _ N a _ W/ BALL VAULT. - '° MEGAFLANGE (TYP. BOTH ENDS} 1.5" SOLID FOAM INSULATION FOIL SIDE 6. ALL PIPE OPENINGS SHALL BE SEALED WITH ` d a4d. A4 .. dd z TOWARD VAULT. INSTALL IN TWO HALVES. 6" MIN. = a NON -SHRINK WATERTIGHT GROUT. PLAN SEE ABOVE RIGHT. (TYP BOTH ENDS) EXPANSION � �, COMPACTED 7. BENDS, CROSSES AND TEES SHALL NOT BE JOINT FILLER INSTALLED WITHIN 5 FEET OF THE OUTSIDE ALUMINUM HATCH NTS FIRE DEPT, CONNECTION SET MIN. 36 GRANULAR AT PIPE„ VAULT WALL. (SEE NOTE 1 4) SET TOP 1" MIN. ABOVE FG. OUTSIDE PAVED ABOVE GRADE UNLESS OTHERWISE" " BASE ROCK PENETRATIONS 8. ALL VAULTS SHALL MEET OR EXCEED ASTM AREAS. USE H-20 RATED HATCH IF LID IS REQUIRED BY FIRE DEPT. 3 3 (TY') C-857. ALL VAULT CONCRETE TO BE 4500 SET TOP AT LESS THAN 9" ABOVE FG ON ALL SIDES. 4" SCH, 80 GALV. STEEL NIPPLE ELECTRICAL RECEPTICAL FOR PSI @ 28 DAYS. REBAR TO BE ASTM A-615 FINISH GRADE UTILITY GRADE 60. IN PAVED AREAS VAULT 4" CALV. STEEL COMPANION FLANGE HEAT TAPE (GFI)..MOUNT ELECTRICAL CONDUIT 4" CL. 52 D.I. FLG X MJ ADAPTER 6'-8" CONCRETE PAD RECEPTACLE 18" ABOVE SLAB TO POWER SOURCE. �% MI S W RETAINER GLAND ON TOP OF RIGID CONDUIT OR 9. SUMP PUMP WITH POWER SUPPLY -SHALL BE COORDINATE As REQ'D INSTALLED UNLESS OTHERWISE APPROVED BY-�-�'"�� 4 1q M! / ON UNI -STRUT. To PROVIDE 120V ----�' d a '+.,tr= 6 MIN. CLEARANCE WHEN ELECTRICAL CONDUIT & POWER. PUBLIC WORKS. --""""' WIRE TO POWER SOURCE. -- 10. SUMP DISCHARGE SHALL BE PLUMBED TO ` CORE VAULT TO O.S.&Y. VALVE IS FULLY OPEN FRONT VIEW GRANl1LAR BACKFILL COORDINATE AS REQ'D To NTS SIDE VIEW FACE OF STREET CURB OR OTHER DISPOSAL PIPE DIA +3" MIN 4" POWER CONDUIT FOR SUMP PUMP & CONTROL PROVIDE 120V' POWER. IN IMPROVED AREAS , NTS POINT APPROVED BY LOCAL JURISDICTION (SEE KOR-N-SEAL BOOT CONDUIT TO CONNECT OS&Y VALVE TAMPER d 2" TRUE UNION SWITCHES .TO FIRE ALARM CONTROL UNIT. (SEE NOTES: {TYP. BOTH ENDS OAR 333-061-0071.3.f). } BALL VALVE " 1. RPBA- REDUCED PRESSURE BACKFLOW ASSEMBLY. 11. SUMP PUMP POWER SHALL BE INSTALLED `IN ELEC. PLANS, 30 TYP `COVER). D 2. INSTALLATION .RPBA &ENCLOSURE SHALL MEET 12. FINISH GRADE TO SLOPE AWAY SCHEDULE 40 RIGID CONDUIT PER NEC ALUMINUM 2" SCH 40 PVC SUMP PUMP DISCHARGE OREGON HEALTH AUTHORITY, DRINKING WATER SERVICES FROM ENCLOSURE SLAB AT 2� REQMNTS. LADDER & LINE. PLUMB TO FACE STREET CURB OR REQUIREMENTS. MIN. SLOPE. 12. THRUST COLLAR CONCRETE SHALL BE 3300 ., AFETY EXT x, OTHER APPROVED DISPOSAL POINT. 3. CONTRACTOR SHALL HAVE RPBA TESTED AND CERTIFIED 13. RISER PIPES &ABOVE GRADE IDS 'y PIPING SHALL BE DUCTILE IRON PSI @ 28 DAYS. (SEE NOTE PROVIDE 30" MINIMUM COVER, PRIOR TO APPROVAL BY THE CITY. CL 52 MIN). 13. IF REQUIRED BY LOCAL STANDARDS, PROVIDE GATE 15) 8" DOUBLE CHECK- DETECTOR ASSY 4. RPBA & ENCLOSURE SHALL CONFORM TO REQUIREMENTS ( ) VALVE REMOTE READER FOR DETECTOR LOOP PER PUBLIC PRIVATE AGENCIES HAVING JURISDICTION. = • ` � OF PUBLIC/ PRIVATE - ,� CONTRACTOR TO , LOCAL JURISDICTION REQUIREMENTS. (TYP). $. = _ 2 BALL CHECK VALVE 5. ENCLOSURES SHALL HAVE A MINIMUM OF 3 CLEARANCE 14. ALUMINUM ANGLE FRAME HATCH 3'C}"x 56 = ° _= UNION VERIFY ALL VAULT FROM ALL OTHER VAULTS OR STRUCTURES. ( = _ DIMENSIONS PRIOR 6 VERIFY ENCLOSURE DIMENSIONS ARE ADEQUATE FOR c MIN) SHALL BE BY SYRACUSE CASTINGS WEST - MEGAFLANGE TO ORDERING &. CLEARANCE BASED ON HEIGHT OF REDUCED PRESSURE 0 OR APPROVED EQUAL (SAND BLASTED 81IDI 3" DUCT 811DI -}- (TYP. z TERMINATOR AT ° NON -SLIP). (1) TO BE 300 PSF PEDESTRIAN ` = EACH END __ RE UIRED. MIN. 6" CRUSHED ENCLOSURE SHALL BE CENTERED OVER THE COMPLETED -� ROCK UNDER BOX ELEVATION = 12 MIN. __ [. FOOTPRINT. REDUCED PRESSURE BACKFLOW ASSEMBLY. NOTES: .. A ►� MiN, OF 9 ABOVE GRADE. {2) TO BE H-20 DCA BOX BOX 1. DCA- DOUBLE CHECK ASSEMBLY DIA. MODEL NO. NOMINAL DIMENSIONS � t�. RATED ECHD-3666-RPC IF LID 1S LESS THAN ,. - AT TOP 2. DCA SHALL CONFORM TO REQUIREMENTS 3/4" S1324B26AA 13" X 24" (26"D) c OF PUBLIC/PRIVATE AGENCIES HAVING 8" DOUBLE CHECK JURISDICTION. 1" S1324826AA 13" X 24" (2611D) 3. DCA & VAULT INSTALLATION SHALL 6" MIN, COMPACTED MIN 5 GPM SUMP PUMP WITH POWER DETECTOR ASSEMBLY 10• HOT BOX DRAINAGE OPENINGS SHALL NOT BE MEET STATE OF OREGON, 1 1 /2" S1730B26AA 17" X 30" (26"D) SECTION DEPARTMENT OF HUMAN RESOURCES, 2" S1730B26AA 17" X 30" (26"D) OBSTRUCTED BY GRADING OR PLANTINGS. AND HEALTH DIVISION REQUIREMENTS. 4. CONTRACTOR SHALL HAVE DCA TESTED 11. AND CERTIFIED PRIOR TO ACCEPTANCE 04 16. PER OFC 903..4, INSTALL APPROVED TAMPER SWITCH ON BOTH BY OWNER. NTS WITH BUILDING CONTRACTOR TO CONNECT SUMP PUMP TO BULLDING POWER. 5. VERIFY ADEQUATE CLEARANCES FOR THE 100 -YEAR FLOOD ELEVATION AS DETERMINED BY NTS LAST REVISION DATE: JO # FLANGE SUPPORT OR APPROVED EQUAL (TYP). TESTING AND REPAIR. �- DEC 2004 STANDARD 6. BRASS PLUGS SHALL BE INSTALLED IN TEST COCKS. CONTROL UNIT, UNLESS EXEMPTION IS GRANTED BY FIRE DEPT. WESTECH ENG, 5551 2" AND SMALLER 7, LOCK DOWN COVER WITH HEX HEAD BOLTS. WESTECH ENG. 5430 DOUBLE CHECK COVER SHALL READ "WATER" ASSEMBLY 8. DCA SHALL NOT BE INSTALLED IN AREAS SUBJECT TO VEHICLE TRAFFIC AND PEDESTRIAN NTS SIDEWALK AREAS. DETAIL N0. WESTECH .ENG. 5310 8" FEBCO 856 DOUBLE CHECK DETECTOR UTILITY VAULT 5106 -WA (5'O" UPPER 18" MIN HOT -BOX PROVIDE BALL DRIP DRAIN VALVE TO DRAIN FDC EITHER ON _� HALF ASSEMBLY WITH 2 OS&Y GATE VALVES, ' x 10'6" ID) W/H-20 RATED MODEL HB8FEM CHECK VALVE OR WITH HORIZONTAL TAPPING SADDLE '� . UAL -= ------- ,OR,'APPROVED EQUAL. � LID, OR EQUIVALENT. FIBERGLASS _ - ENCLOSURE -I -PLACE CONCRETE THRUST COLLAR - CAST N 4" :SOH. 8O GALV. STEEL PIPE -� UMP PUMP '-"'-"'-'-'-' CONDUITS FOR �---''--" -" ----------------------- . POWER & VALVE TAMPER = _=== _==_==_-- 53" ID 1Yz S3" ID WITH RETAINER GLAND CENTERED IN CONCRETE ___ _-________ 01 d 70, O -.. --------- - _ _-- ---_ SWITCH WIRES -------- - (TYPICAL BOTH ENDS) INSTA d FORWARD FLO TEST d LADDER ---------------- , 139" 25-/4" OD 13% TYP. 13�" 26Y OD 13 F.D.C. PER FIRE DEPT. =__--_ ----------01 - PORT" DTL 5590` U LESS & SAFETY ---------- C R -- -- ----- ---- o CL R. -- '_''-- '-'- CLR CLR CLR. _ - � CATE AS ---------- ___= AL . LOCAA11ON APP OVED. EXTENSION REQMNTS. L ____------''-- _ ' 1. DCDA- DOUBLE CHECK DETECTOR ASSEMBLY- 4" - - -_ - ' ---- HEATER SHOWN ON PLANS. - - _ _ " FEBCO FDC -FIRE DEPARTMENT CONNECTION. 12,, =---=====--------------- = 8OV RPBA " r ' ANCHOR ENCLOSURE DCA SHALL CONFORM TO REQUIREMENTS OF GROUT VAULT SOLID FOAM i0 z TO CONCRETE PAD WITH 2 %( 2. D LO ,� PER MANUFACTURER' S&Y GATE HEATER PUBLIC/PRIVATE AGENCIES HAVING CORE INSULATION E 4 fi" _ Qgr e PIPE LOWER HALF �' � � REQUIREMENTS. VALVES JURISDICTION. � 4 4 - MIN. 4 PCC M 3. DCDA & VAULT INSTALLATION SHALL MEET 4 = = 4 a 4" CL o 52 D.I. PIPE TO FINISH GRADE Z SLAB VERIFY ENCLOSURE 4 CL. 52 D.I. FLG X MJ ADAPTER oo „ MODEL BF DEVICES. REQUIREMENTS OF OREGON HEALTH „ „ _ - SIZE FOR OTHER U B AUTHORITY, DRINKING WATER SERVICES (DWS). Q0 8 I ---�- 8 DI ON r cv 12 MIN. 14 4. CONTRACTOR SHALL HAVE DCDA TESTED AND ` W/RETAINER GLAND, ALL ° TO ACCEPTANCE BY OWNER. - 6" _ 4" GLOBE OR WAFER STYLE SILENT CERTIFIED PRIOR WAYS � THROUGH THE TOP OF �®` . _ . � z MI _ �` a CHECK VALVE W BALL DRIP VALVE.:. ..s- .,. �, ��...• ;. '. .: }..�. t •.• � � ..... 5. FDC SHALL NOT EXIT THRO G � _ N a _ W/ BALL VAULT. - '° MEGAFLANGE (TYP. BOTH ENDS} 1.5" SOLID FOAM INSULATION FOIL SIDE 6. ALL PIPE OPENINGS SHALL BE SEALED WITH ` d a4d. A4 .. dd z TOWARD VAULT. INSTALL IN TWO HALVES. 6" MIN. = a NON -SHRINK WATERTIGHT GROUT. PLAN SEE ABOVE RIGHT. (TYP BOTH ENDS) EXPANSION � �, COMPACTED 7. BENDS, CROSSES AND TEES SHALL NOT BE JOINT FILLER INSTALLED WITHIN 5 FEET OF THE OUTSIDE ALUMINUM HATCH NTS FIRE DEPT, CONNECTION SET MIN. 36 GRANULAR AT PIPE„ VAULT WALL. (SEE NOTE 1 4) SET TOP 1" MIN. ABOVE FG. OUTSIDE PAVED ABOVE GRADE UNLESS OTHERWISE" " BASE ROCK PENETRATIONS 8. ALL VAULTS SHALL MEET OR EXCEED ASTM AREAS. USE H-20 RATED HATCH IF LID IS REQUIRED BY FIRE DEPT. 3 3 (TY') C-857. ALL VAULT CONCRETE TO BE 4500 SET TOP AT LESS THAN 9" ABOVE FG ON ALL SIDES. 4" SCH, 80 GALV. STEEL NIPPLE ELECTRICAL RECEPTICAL FOR PSI @ 28 DAYS. REBAR TO BE ASTM A-615 FINISH GRADE UTILITY GRADE 60. IN PAVED AREAS VAULT 4" CALV. STEEL COMPANION FLANGE HEAT TAPE (GFI)..MOUNT ELECTRICAL CONDUIT 4" CL. 52 D.I. FLG X MJ ADAPTER 6'-8" CONCRETE PAD RECEPTACLE 18" ABOVE SLAB TO POWER SOURCE. �% MI S W RETAINER GLAND ON TOP OF RIGID CONDUIT OR 9. SUMP PUMP WITH POWER SUPPLY -SHALL BE COORDINATE As REQ'D INSTALLED UNLESS OTHERWISE APPROVED BY-�-�'"�� 4 1q M! / ON UNI -STRUT. To PROVIDE 120V ----�' d a '+.,tr= 6 MIN. CLEARANCE WHEN ELECTRICAL CONDUIT & POWER. PUBLIC WORKS. --""""' WIRE TO POWER SOURCE. -- 10. SUMP DISCHARGE SHALL BE PLUMBED TO ` CORE VAULT TO O.S.&Y. VALVE IS FULLY OPEN FRONT VIEW GRANl1LAR BACKFILL COORDINATE AS REQ'D To NTS SIDE VIEW FACE OF STREET CURB OR OTHER DISPOSAL PIPE DIA +3" MIN 4" POWER CONDUIT FOR SUMP PUMP & CONTROL PROVIDE 120V' POWER. IN IMPROVED AREAS , NTS POINT APPROVED BY LOCAL JURISDICTION (SEE KOR-N-SEAL BOOT CONDUIT TO CONNECT OS&Y VALVE TAMPER d 2" TRUE UNION SWITCHES .TO FIRE ALARM CONTROL UNIT. (SEE NOTES: {TYP. BOTH ENDS OAR 333-061-0071.3.f). } BALL VALVE " 1. RPBA- REDUCED PRESSURE BACKFLOW ASSEMBLY. 11. SUMP PUMP POWER SHALL BE INSTALLED `IN ELEC. PLANS, 30 TYP `COVER). D 2. INSTALLATION .RPBA &ENCLOSURE SHALL MEET 12. FINISH GRADE TO SLOPE AWAY SCHEDULE 40 RIGID CONDUIT PER NEC ALUMINUM 2" SCH 40 PVC SUMP PUMP DISCHARGE OREGON HEALTH AUTHORITY, DRINKING WATER SERVICES FROM ENCLOSURE SLAB AT 2� REQMNTS. LADDER & LINE. PLUMB TO FACE STREET CURB OR REQUIREMENTS. MIN. SLOPE. 12. THRUST COLLAR CONCRETE SHALL BE 3300 ., AFETY EXT x, OTHER APPROVED DISPOSAL POINT. 3. CONTRACTOR SHALL HAVE RPBA TESTED AND CERTIFIED 13. RISER PIPES &ABOVE GRADE IDS 'y PIPING SHALL BE DUCTILE IRON PSI @ 28 DAYS. (SEE NOTE PROVIDE 30" MINIMUM COVER, PRIOR TO APPROVAL BY THE CITY. CL 52 MIN). 13. IF REQUIRED BY LOCAL STANDARDS, PROVIDE GATE 15) 8" DOUBLE CHECK- DETECTOR ASSY 4. RPBA & ENCLOSURE SHALL CONFORM TO REQUIREMENTS ( ) VALVE REMOTE READER FOR DETECTOR LOOP PER PUBLIC PRIVATE AGENCIES HAVING JURISDICTION. = • ` � OF PUBLIC/ PRIVATE - ,� CONTRACTOR TO , LOCAL JURISDICTION REQUIREMENTS. (TYP). $. = _ 2 BALL CHECK VALVE 5. ENCLOSURES SHALL HAVE A MINIMUM OF 3 CLEARANCE 14. ALUMINUM ANGLE FRAME HATCH 3'C}"x 56 = ° _= UNION VERIFY ALL VAULT FROM ALL OTHER VAULTS OR STRUCTURES. ( = _ DIMENSIONS PRIOR 6 VERIFY ENCLOSURE DIMENSIONS ARE ADEQUATE FOR c MIN) SHALL BE BY SYRACUSE CASTINGS WEST - MEGAFLANGE TO ORDERING &. CLEARANCE BASED ON HEIGHT OF REDUCED PRESSURE 0 OR APPROVED EQUAL (SAND BLASTED 81IDI 811DI -}- (TYP. BOTH ENDS) PROVIDE RISER IF ASSEMBLY. ° NON -SLIP). (1) TO BE 300 PSF PEDESTRIAN ` = __ RE UIRED. 7. ENCLOSURE SHALL BE CENTERED OVER THE COMPLETED -� RATED EXKD-3666-RPC WHERE LID IS SET = 12 MIN. __ [. LAST -tF_ ._,CI DATE: REDUCED PRESSURE BACKFLOW ASSEMBLY. LAST REVISION DATE: JO # .. A ►� MiN, OF 9 ABOVE GRADE. {2) TO BE H-20 < .. _ '' 'a = 44 • � ,:. • • __ "• 4 AUG 2019 STANDARD 8. POWER SHALL BE INSTALLED IN SCHEDULE 40 RIGID OCT 2019 � t�. RATED ECHD-3666-RPC IF LID 1S LESS THAN ,. - d: 9. CONDUIT .PER NEC REQUIREMENTS. ALL CONCRETE SHALL HAVE 3,300 PSI COMPRESSIVE c 9" ABOVE GRADE, OR IS IN TRAFFIC AREA. 8" DOUBLE CHECK STRENGTH 0'28 DAYS. 3" REDUCED PRESSURE 0 15. OSHA APPROVED GALVANIZED STEEL LADDER 6" MIN, COMPACTED MIN 5 GPM SUMP PUMP WITH POWER DETECTOR ASSEMBLY 10• HOT BOX DRAINAGE OPENINGS SHALL NOT BE ASSEMBLY cv & ALUMINUM LADDER SAFETY EXTENSION. GRANULAR BASEROCK SECTION SUPPLY. CONTRACTOR TO COORDINATE W1FDC OBSTRUCTED BY GRADING OR PLANTINGS. 11. RPBA SHALL BE INSTALLED A MIN. OF 12 INCHES ABOVE 04 16. PER OFC 903..4, INSTALL APPROVED TAMPER SWITCH ON BOTH STANDON MODEL S89 NTS WITH BUILDING CONTRACTOR TO CONNECT SUMP PUMP TO BULLDING POWER. NTS THE 100 -YEAR FLOOD ELEVATION AS DETERMINED BY NTS N co OS&Y VALVES IN VAULT, WIRED TO A LISTED FIRE ALARM FLANGE SUPPORT OR APPROVED EQUAL (TYP). �- FEMA. DETAIL NO, N CONTROL UNIT, UNLESS EXEMPTION IS GRANTED BY FIRE DEPT. WESTECH ENG, 5551 WESTECH ENG. 5430 •!•V �j°. G 1 C,� "V, C N; O� _�o NCARB CERTIFIED MEMBER OF THE AMERICAN INSTITTUTE OF ARCHITECTS RENEW "/2020 PROJECT: THE ESTHER AT RIVER BEND ASSISTED LIVING COMMUNITY 3535 GAME FARM ROAD SPRINGFIELD, OREGON ARCHITECT: PATRICK BICKLER, LLC 1313 Mill St. SE, Ste. 201 Salem, Oregon 97301 503.588.7046 0 503.316.0455 0 PROJECT NO.: 1910 DRAWN: AR CHECKED: SAW SHEET TITLE: CIVIL DETAILS DATE: 04.20.2020 REVISIONS: AFINAL SITE REVIEW COMMENTS Imo\ 4 A NOTICE: All drawings and written material appearing herein constitute tl'e original and unpublished work of the Architect andma3' not be duplicated, used, or disclosed without the prior written consent of the Architect. SHEET, C5.3 OF: WE JOB# 3172.0000.0 N