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Home My WebLink AboutPlans Applicant 10/17/2024 (2)GENERAL NOTES 1. SURVEY PROVIDED BY KPFF, DATED 01/18/2024. ELEVATIONS ARE BASED ON GPS OBSERVATION USING THE OREGON REAL-TIME GPS NETWORK (ORGN) AND NAVD 88 (GEOID12A) 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEET C200 FOR PROJECT CONTROL INFORMATION. 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. 6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION LAYOUT. 7. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. 8. SOME SITE DEMOLITION AND UTILITY RELOCATION HAS BEEN PERFORMED. SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 9. CONTRACTOR TO REFERENCE SOILS REPORT BY FOUNDATION ENGINEERING INC. DATED 02/09/2024 FOR THE SITE SOILS CONDITIONS. 10. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2024 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2023 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF SPRINGFIELD. 11. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 12. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 13. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 14. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 15. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CITY OF CITY OF SPRINGFIELD AND DEQ FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 16. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 17. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 18. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO ROSBORO COMPANY LLC AT ALL TIMES DURING CONSTRUCTION. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). POTENTIAL UNDERGROUND FACILITY OWNERS Call before you dig. or 800- 332 • - 2344 Oi1m Non cBm LA c d 4 d L 51 2A d lJ d lJ N O i ROSBORO MILL EXPANSION SPRINGFIELD, OREGON PERMIT SET CONSTRUCTION NOTES GENERAL 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. DEMOLITION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS. 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY. 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION JOINT. 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT. UTILITIES 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. 5. ALL WORK TO CONFORM TO THE 2023 OREGON PLUMBING SPECIALTY CODE STORM AND SANITARY 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2024 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND STRUCTURES". 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. 4. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE 'WYE' BRANCH TYPE. WATER 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH GRADE. 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. SEPARATION STATEMENT ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. MATERIAL NOTES 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ARCHITECT PRIOR TO INSTALLATION. 2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 3. PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER SHALL BE SCHEDULE 40 PVC CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 4. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,300 PSI AT 28 DAYS. ABBREVIATIONS AC ASPHALT CONCRETE OVH/OH OVERHEAD AD AREA DRAIN P/L PROPERTY LINE APPROX. APPROXIMATE PC POINT OF CURVATURE B BOLLARD PCC POINT OF COMPOUND CURVATURE BLDG BUILDING PCR POINT OF CURB RETURN BOW BACK OF WALK PED PEDESTRIAN BS BOTTOM OF SWALE PIV POST INDICATOR VALVE BOTTOM OF STAIR PM PARKING METER BW BOTTOM OF WALL POC POINT ON CURVE CB CATCH BASIN PP POWER POLE CL CENTERLINE PRC POINT OF REVERSE CURVATURE CO CLEANOUT PT POINT OF TANGENT CONC. CONCRETE PUE PUBLIC UTILITY EASEMENT COTG CLEANOUT TO GRADE PVC POLYVINYL CHLORIDE CID CONTROL POINT PVMT PAVEMENT 0 DELTA PVT PRIVATE D/W DRIVEWAY R RIM DIA.,O DIAMETER RD ROOF DRAIN DIP DUCTILE IRON PIPE ROW RIGHT-OF-WAY E EASTING S SLOPE (FT/FT) EXIST./EX EXISTING SD STORM DRAIN FDC FIRE DEPARTMENT CONNECTION SDMH STORM DRAIN MANHOLE FF FINISH FLOOR ELEVATION SHT SHEET FG FINISH GRADE SS SANITARY SEWER FH FIRE HYDRANT SSMH SANITARY SEWER MANHOLE FL FLOWLINE ST STREET FND FOUNDATION STA STATION G GUTTER STD STANDARD GB GRADE BREAK S/W SIDEWALK GL GAS LINE TC TOP OF CURB GV GATE VALVE TD TRENCH DRAIN H HEIGHT TG TOP OF GROUND HCP HANDICAP PARKING SPACE TP TOP OF PAVEMENT HP HIGH POINT TRANS. TRANSFORMER ID INSIDE DIAMETER TS TOP OF STAIR IE INVERT ELEVATION TW TOP OF WALL INV INVERT TOP OF WALK IRR. IRRIGATION TYP TYPICAL LP LIGHT POLE UG UNDERGROUND MH MANHOLE UGE UNDERGROUND ELECTRIC MIN MINIMUM LINO UNLESS NOTED OTHERWISE N NORTHING W WATER OD OUTSIDE DIAMETER W/ WITH OF OUTFALL WM WATER METER WV WATER VALVE y - PROJECT SITE t t i �• ram' .. - f 1 VICINITY MAP SCALE: NTS MAP FROM: GOGGLE MAPS WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 PROFESS �V\S I N c- /�y9 56481 �' l Digitally signed by Matt Keenan MA♦♦L++ Keenan DN: GN•Malt Keenan, L E•mattkeenan�kpX.com, G•Matl. DaleKeenan, D=US '. 202a.t0.11 13:16'.21 OT00' OREGON M. EXPIRATION DATE: 6 30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www. kpff. corn REVISIONS DATE # I DESCRIPTION PERMIT SET Rosboro Springfield Plant Improvements CIVIL NOTES AND PROJECT: 220x1 ABBREVIATIONS C100 CHECKED: DATE: 04.12.24 REVISIONS: O U 65 Q H- cm 3 5 X W O I 00 M 0 0 M (U A U H- 0 I n A Q U I O L O 4 VI O L I 00 M 0 0 M (U M (U 0 (U 0- i U O N E C' LA C' d 4 d L E ZA L d U -4 P d It U a ON P P O i in Fk UNIT I I I 44 W UNIT v . � _J - - . A_ -- • . P -A .- - - D D _ - _ D _ -. _ -d . _ P _ _ _ I ^ _ A . ► V4 . _ .o A - - D P ° A R _ .D A t _ - - . - ° - �Q A - 6 �. - - .-° - - . ., P A D D a - = -• _ . °A D _ N 89A51'55" E 158.62' 17 0 (n a 70 z G) M m r 0 W r 0 P APPROXIA4A BK• 323 1 / IN ' PG• 271 � 32 _ O - 4s"ss .� �S I I / / �rr . l I H-POSTS I ITERLINE OF SEWER I4ENT 323T PROPERTY G' N Ic ,P 277 & 290 BK. I _ �C. 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P -wit - 12 FT GATE - - _ . cn - A . A- i-Y - - v2 - _ - - - - - - _ - - - - _ - - D ° _ _ a _ a D_ A - - _ - - - - - - - _ - - e D . -- - _ _ - - - - - D ' - D N P D - _ _ P _ _ _ - _ - - - - _ - D - - _ _ _ _ 3� ` D _ _ a ' A n A ba d - > _ D_ - - __ - - -i- {- - - _ - _ _ - _ - _ `-a' _ a _ _ - " _ - . . _ _ u _ Q d _ _ _ _ _ _ _ - _ d D -- -- - - _ I A - 6 _ _ d I - A = D A P A - _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ A - _ _ _ - - _ - - - _ _I P a ' A 4 - - - - - - _ - - - - - ' d 4 A �1 _ A- 4 _ _ _ _ _ _ _ - - e _ - _ _ _ _ - - - - - -_ _ - __ - - o - ' - P- .D - _ _ - - d A 0 _ e6_• - - - - - _ , . - - - - - - - _ - - A - A . 0 - - A - mil - _ - A 0 -- _ _ . O _ - = 4 P `k- D . - - - _ - - - - _ _ - L' - - - - - - - A - - _ d D _ _ r P- - a - A _ d' 6"SD - - •4 - - A - a 4 `,- d - - - - - - - - - - _ - 8,1 b A D O ' -_a d e _ t� - - -- - __ - - - - - - - - = - : - --�- ro _ D - _ A - - a _ - O _ _ _ _ L_i - - A _ - _ _ PP e _ i . D P -: - - - - - - -- - -_-_ _ - - - - - - _ -- - A T _ _ d __ _ _ v _ _ _ •-: D G_ e• a - , -- --_. _ _ _ ___ - - _ - _ _ _ - - -- _ - a _ - A A- _. __D - _ _ - _ _ _ - __ _ _ _ _ P - e - - _ D D _ ► _ _ __ _ - - -rat _ D _ -� - _ - - - - _ _ _ _ _ - _ D _ _ __ D - - P _ D i s D P _ _ p- P 11I ' - I _ - - - - - - - - _ _ - - - - - - .•vL - 6 .. - - _ _ - - _ - -- - - =v ~ - - _ - - �} _ _ _ _ - - - - 4 _ _ _ __ _ _ _ _ - - - _ _ _ __ _ _ � - - _ - _ _ _ _ _ - _ _ _ __ _ _ _ _ _ _ _ - __ _ - _ _ _ __ _ - - - - - - 't - - - _ _ _ _ _ _ _ _ _ - _ _ _ — - A _ _ _ _ _ _ __ _ _ _ __ _ _ - C ' - - - - - - - - - _ - _ - ` -- - - - - - - - - - -I — AP _ - _ _ _ _ _ - `i_r _ _ . - - - - - _ - - - __ _ _ aVl _ _ _ _ _ _ + _ B - _ - . - O _{` - i' - -- - _ -- - --. e_ o _ _ _ -aaI - A A _ ___ 2 ' 4 MW# _ - \ 13 _ --- ° 'P A - PA-_ - - P-Y " -b A A- D AV _ _ - - _ __- \ mm _ - _ D _ _ _ - - . A- - - - - �uu ' - - .. _ _ . - x, • 18"S D - A .... P ==1 I8" 8"SD D_ P 18"SD D _ e �t I - P •P D - - . SO 18"SD 18"SD _ A ' - - , _ �" P ' - - � o ___ --- _ _ P_. D.. - a - - - d -= - _ - _ 14 _ D - _ _ O =_ -- - _ - P' __ - - - _ - -A- - _ - - - _ - - - - - _ -1 A - - - - - - - - - - - - - - _ - I - .= N P s _ _ P _ _ _ _ _ _ _ _ A D - - - - D' _ . _ - - -- --_- _ _ T _ _ _ _ _ _ _ _ a•D - -- _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ - _ _ A.y z_ _ _ _ _ lye . J1 _ _ _ _ _ _ _ _''''t - i~-- - - - _ _ -- - _ - :_ - - . - - - _ _ _ __ - -_ - - - - '4, -- - - - --- - rT - - - - - �__ - - e:_- - - - - - - _ _ _ - Ti - _ _ _ _ _ may, _ _ __ _ _ _ _ - _ _ - _ _ _ - f. 'tt _ _ c_ _ _ _ _ _ _ _ •iY _ `1_s - _ _ -_ _ _ _ _ __ :3- _ _ _ _ _- - - _ _ _ _ _ _ _ _ - - _ - _ '-i- ` - - _ y _ - - _ -_- '_ _- _ _ i _- - ' -_J•- - wt, _ _ _ _ _ _ _ 4 = __ _ _ _ - -{•-w _ _ _ _ _ _ _ _ _ S_ •:- ___ -•i-- _ _ _ _ - _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ - _ __ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ • S - _- - - _ _ _ _ - _ _ _ _ _ _ . •2 . . -- - - - - •-Z- _ _ _ _ _ - - _ - - - - - - - !4-'-- - - - - - _- - v, _ _ _ _ _ _ _ _ _ _ - - i' _ _ - - - _ . _ _ -_ _ _ _ M4 - - - _ - --- _ _ - V_ - - "- - - - - - _ -y- - - - _ - - _ - _ __- _ _ _ _ _ _ _ _ _ _ '-i �_ __ _ - - h. „ _ __ _ _ _ _ _ _ _ _ - __ _ __ _ 'L _ _ _ _ _ _ _ _ _ __ _ _ _ _ Ste` - Y '; i I•_ - - _ _ _ _ _ _ _ _ Py 'i.' t� __ _ _ .. _ w t` . _ _ _ _ `Yw __ _ _ _ - -+ _ -' => - =�' --.- - - - _ - -_L _ _ a _ _ _ _ _ _ _ _ _ - _-_ v .-a __. + . _ _ _ _ _ _ _ _ _ _ _ _ - 'yam _ _ _ -I- r ' - }• ' _ _ '•t' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ __ _ __ _-_ - - - - _ - -+1` - __ - - _ - - - - - _ _ _ -_ =- '=� - - - - - �^ •Y - - _ - _ _ - -- - - - - - - -- ♦ - - - - - - _ - ' - - _ - _ _i_ _ _ •4- - - - - - - - - - - - ~ l B _ _ -_ - ' �" - - 0 ',- - _ _ :--- _ _ _ - - I - - - - 0 ~_-= - - - .I 4- + - ti - - v q_ - _ - _ I_ - _ _ - _ _ _ - _ _ - - - _ - - - - - - - - . - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - a c - - -- - - - - - - _ - - - - _ - - "j-- - - - - .e-- - - - - - - - - - - - - - - _ - - - - a - - - - - _ - - - - - -- - - -- - _ - _ - -i' - -� _ _ _ - - - - _ _�a N _ - _ _ _ _ _ _ _ _ __ - _ -a± _ _ _ _ - _ _ _ _ _ _ _ i ,- _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - __ _-___ _ _ - z __ ___- _ _ J_ _ _ _ _ _ _ -a_ _ _ _ _ _ _ _ a; r _ _ AI _ _ _ _ _ .-y .. -1 F - `ti -- _ _ _ _ _ _ - I __ _ - - i J - _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ --f _ - _ _ _ _ __ - _ _ - _ _ - _ --i"i _ _ _ _ _ _.. - - . _ _ _ _ : - _ - _ _ __ _ _ _ _ - _ �Y _ +� _ - - - _ - _ - - _ - _ - -- __ . - - - _ _ -t _•n-_ • _ _ _ `_ _ - _ _ - _ _ -- - _ - - i - -- - - _ _ - t = _ __- - = -_- __ - - - -_ -- _ _ - -_- - - - - .' _ _- _ _ �Y_' - �c; - - - "t' - `- - - - _ - - - - i . __ _ '- = - - • - - - - - ' - - - -- 24 SD D - _ 24"SD �. ' - - D 24"�¢ - - . _ U D 24"S - ' 24"S ^ �' - __ - - _- =.'" - c- - - - 3 ':.:: O - 'y:" _ _ _-_ - 1 . ' _ _ _ <�_ _fir - _ _- w -_-_-__ I -�s_I >� '" FIRE HOSE - '•'I _ cn - - - _ - B BOX 4 I w - _",_,,-_' ~ ,:_�= �_. o -I 121' RESERVATION OF FISSIONABLE MATERIALS BY U.S.A :=s '_` :. -•i.- _ _- W O W . O WITHIN PARCEL170330000401 - - _ =/ O - . - - - �- ".. J W = - _ - _ I B — _ P • - _ _ _A - P A - a "IP _ P _ __ _ _ A ° . - _ °• _ RECEPTION NO. 47486 ;.� _ __ _ z_ _ _ - _ MISC. .P A -°• - 'D" -A - . A P - "- . - - °. -___ p _. A. _ °A _ -O A__- _ A P - - - - i - - VAULT - I P - P_ - - D - - • n _V _ . - - . . _ • - . - - D P -- _ v--- _ - -- D B _ - "a D_' - ► "A -" _ti _ _ D A_ _ - - - P -D D A _ _ - A P_ _ - I U _ - .� A - . D - A _ - - - - _ A PIV °� >- _ P_ A P - P DA -- - --_ _ _ P _ - - . " DAD- _ . ' - REMOVED BY ' A •P . _ r: = i - - . A -- -Q ' P - e o OWNER - P _ _ " . . -- :D - ... e ° __ _ I -- --a - - - - __ .2 _ _ D - . - _ _ _ - _ _ - -D a _ . _ D _ -A b_ _ - -t __ _ _- _ - -CD' _ I D D- _ _0_DP A -� •D P_ _ C'--0D-A v_-a ''D-�- ° - - -/-J-y - _ - - _ a _ D > _ PA .. - -P _ .. A D _ - e_ D - • - P P A - _ A_ .a- - .% , I BHB B -z- - -_- - _ _ _ •D. - v > A. .. - _. P. - - A = . - _ - --a - o O �„_'; REMOVED BY OWNER A _ :DD A_ . °- . ' - D V 0 = _ A S D 1 - - P .D --_ P. _ A A -P = --_ - 'a p . - -A• - DA a B - - - - I - b, P -. D P - A . - A P _ - . I - AD - Q : -a b - - - _ - - _. A _ D D - ' A - P - - P D - -� - P - - A " A - P - -- - - _ - _ - D d_ ' A _ A B _ . - --_ _ - _ \.t. - - . i- -_ I iw-'- - . _ _ _ - -'°-- - - - -�- - -- - _ __ r`- _ - - _ - - -- - - _ - -- -- - - '-- `� - - - - - - - sk - - - - - - - - - B _ -- - - - - �--•� - I N O _ __ -t;�: -i -I B 4 60 / = --- _ — _ _7 ti 17 � —� I . .... A 4 t-11; - . 1: - -_ - - 1 _,, -_:_ 24 SD ' " -= ' SD 24"Sp 24"SD 24"Sp 24"SD 4 a6 "SD 24' SD _ - 24"SD 24"SD 24"SD 24"SD \D / 24"SD 2 \p/ 24"SD 24"SD -_, -__._ - i-_-._ 24"SD 24"SD �' - - « - '"" SD] SD D SD .'4• . a "4 16 O A- _ _ _ P _ _ _ _ _ _ _ _ _ - - - A _ _ -A / _ \ 4a _ A" u4 - A a - " - - Y]a. - 'v - -.P. -�_ `� A - . — P.- - - . - D --A_ A- -M. A. _► D O _ 4 _ •d9 -d d4 - D A- f7" - _ _ AD 'D• DD _ - A- - ° -P fl - a ° A- D A D . _- _ `- A. ° 4_ a - d4 - - a - _ _-D _ - ro D A D- o - -• A- _• v _ - - - P D.- _a; - A� - _ V _ - a•-D / _ _ _ _ e a a _ o i _ _ A D A P P P A / :=._oY .'- _ - 4 4. d _ 4: ad _A ..D A D A o - . - _ I: n A P A _ D _ �. a - . d / -I _ : - _ -A _� _ - _o - .- - -'° - ad a••o- _ kD' - -- _ - . - - P• -A_ --A - - _ D_ - : . D - .p _ _ _ __ -D P D __ -A• D A D' P - A -• - . -d ° .0 D . ¢ D e 'A _ P- _ P • A > - A _ P D P - - • A _ / D 4- .p A A- d - - - 4- - - - -D -A - A . P . - -I _ _ .P "_ D - _ P A. _ A D _ �: = _ P a .. _ " - D - - - - _ : . V - A _ o _ 4� -. d_ _ - A P - - - - - A A - a p - --' - - _P a •A: _ "_D - O - - - - - -t _ - _ d - � _ °4 _ - d -.� "d P - • • D - D- P- A ° - --- D REMOVED BY _ -•A D - A - ., ° - - - , -° -d _ :1-- - z-{ _-- . _ - - e." . - - - . . e - c - _ 4 . - d-_ _ _ . _ - D - a A - - . - - . _ -.p . - - P - - A P D / i -; - - - `t= _ A•- 9 . REMOVED BY - - - _ P . V o - OWNER __ - e-D- - ° _ •d - _-- - a - D - D A A d A . ' - - _ •_ D - " G P - - D_ D - P - •A -- _ _ / - - D-P - _ . A - D - • - -> - - . - - _ A P _ D = w A _ ° " -- D - . A_P _ - _ _ __ . D _ _ ° A• _ A P v A / a A _ _ _ _ _ _ _ _ _ D A _ - A _ _ _ _ - _ _ _ ma'..5 - _ - -A - 'a _ D - - _ A4 a-- d4 OWNER -a 4 -A - _ - A _ -A_ - D. - - P l - • OD_ ►- '°- A - - _ _ _ - P - -- A - •-•P- _P A- - _- D - 4 . d- -e A 41 4- _ e 4° - _D - 3 A. - A- p"- _ _ _ _ .A _ -' P--b • °-- -P - _ / - - •-P - - .4 - •. < _ .. A" - - - - - -D D ►_A - ° ° - -.A• A D _ - -- - 'Q = -_ - _ - REMOVED BY - •b ° = a• " . - . . G -4 - a - �{_ _ D- _ P G - - P . . • D `D _ O--_ A D / OWNER - _ -- . . _ _ _ . ®. ' 6 e . - P _ / A A D d 4 -4• _ _ P Q A - P. - D D A - _ A P a .. - . P : P - - _ - A - A _ . D D A - • P - D - - - D _ - _ A P - A _ D _ P . P _ - _ - . - D . - 'p - D = D -_ - A '•D - m ° 'd - 4 - _ - _ - _ _ _ _ - - -4 a- -A _ 4- _ - G - - - D _ _ .A _ _ - - - - / .- - - - A• _ _ _ - A _ _ d- 4 4. d _ - - • _ - _ .A - - - 4_ -_a d- _ _a 4" _ • ram' _� �s-� -- • -- .A _ D _ _ : d - a _ _ ate' = - z !. - - . 7 _ _ A P - - _ _ I a A - � REMOVED BY _ _ . - a a _ : y_ _ _ �- _ _' . ___ _ ®_ _ = "__ - _ OWNER e d d d - - - . _ _4_ - -•�--'fit - _ - - ..- a A P p_D- - • I A d 4 . _ . - A 4 _A• de Q d -A - / VV _•" _ ` � _ -:.� L _ - _ - -_'r __ __ �- _ _ EXISTING GAS SERVICE — — EXISTING GAS SERVICE — — — — — — — _ _-'_ _ NOT SURVEYED. FIELD VERIFY NOT SURVEYED. FIELD VERIFY — _ _ �` ` TE — _ _ - — - — — — — — — - — - -. --T�- ' T -:=� F - 91 - 7t > ::�,� - 't T - — _: T , + = - _ - + -- - POSSIBLE 20 WIDE SPUR TRACK ASENi i i�Pf,X IVkE l� C3.C©. - - _ =t. . - - CI' - - _ EAl - - - - - - - - _ - +- '- ' -' ' ' - E - ' _ 7' P R DOC. NO. 86863 ,. _ - - - -:r >•+ 4 _ ":- - - 1 '"a - _ _ __ _ -`-. - " ."- - _ - - - - - - - - - - - '-i - - - - . i- _ -' -- - _ - .- . _ - - - - "- - -,._ _ _ _ _. ._ _ _'_ _ r_ _ _"_._ _ mac_ _ _ _ _ _ _ _ _ ._ --_ _ _ __ _ '"t _ ,. - _ _ �S _ - - - _ _ _ _ _ _ _ _ _ _� a {• _ _ _ _ _ - - - - - . - - - - _ - . -.r _ - - - •e- _ - - - - - _ - - _ _ - - - - _ _ - - +•- _ _ - __ _ _ _ _ _ _ _ _ _ _ _ _ _ w� _ p __ _ _ _ _ _ _ - - _ __ _ _ _ - - _ _ __ _ _ _ - _ _ _ - _ _ _ v:,�- - _ _ _ _ __ _ _ - _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ _ __ _ _ _ _ _ - _ - _ '-ti _ - - _ _ _ _ _ _ _ _ _ __ _ _ _ - i _ __ _ _ _ ___ _ _-_ _ _ _ _ _ �.:_ _ _ _ _ _ iY_L.. - - `i - - _ S - - - _ _ _ _ _ 'y- _ _ - _ - 17�.' - _ - - _ - - - - - _ q _ _ - - - - - - - - - is - - - - - - - - - - - -- - - - z t- _ - - - - - - - - - - - - - -- - - - - - - r - - _ _ _ - - " - _ - - - - - - - - - c - " - -- - __ - - - _ _ _ _ . z _ _ - - - -- - - -a. - ---- - _ _ - i -- -- _ - - _ - - - -- ''•Ms - - - _ 1 's - - - - - - - - - -- - - - - - - - - - - -- - - - " .. . C► - -r - - . = i - ' - ---- _ + . - . - _ < • - • -.._ t - _- - >- - . `� - - ►. -=�. :�. - - -- - - - - :3' - i - + - - - + ++. -- i + < - -' - <- -. _ = =:♦- - - --:_ _-+: a - - - - - - - - - - - - - _- + - - - t - - z - ..- - v- - - - - - - -" + .i -' " - _ it+ ' • • - - - _ _ .a - - - '"- - - '' _- - -'- ••- _ mow: -, +a . +-zv = .. --_ +._ --'.. _ q-i s _ _ __ _ - - - = - - =�:- -:~ a , - - - • w- - •-. < - �:' -. = + - ... - z_- ._ _ ._ - - _ -i- Y aa_ - .4 - _ _ _ _ _ _ti _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ?1_ • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ y- _ _ _ _ _ __ _ _ _ _ _ _ _ _ - - - i _ _ _ - _ _ _ _ _ . _ _ _ _ _ _ - - - - - .�.i( -�- - '. �i-•�" %mot- v-�" M��. _�! . �>-} a�s a^T-. . -+ _ _ .. .+ - - .-_::. - _ ��,=' •T__�•�. ...tea ` ae - _ i_ . .t . .t. . +•i •_-_--- - - --- - ... - - - - - - - - -- - ---i - - - -- - _ __ _ - - x- - - - -- - - -- - - - - 't: ' ,. - _ - - •= - - + + 1 •t - +__. .. _ _ _. _..__ J�' _ _ _ _ _ _ _ _ • y� _ _ _ _ _ _ _ +.�• ' - _' - „cc - S _ _ �_• - - - - _ _ - _ _ _ _ _ _ _ _ _ - _ _ _ _ - i--- - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ v + - - w _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w + i --- ••-•- __ + + s .t- +•-Ap� Imp _ , _..-_+aQ. JJ. _ _ _ v --. -a _ + _+� _ _ s_ .a. _ _ _ _ _ ._ . __ ._ . _ _ _ _ _ _ .. .. . .. -.L ._ _ _ _ _ _ - _ - _ - _ - ? _ A. .- 4 - _ + + _ t ., . _.__ _ _.+ ♦. .._ -tom -_ <.. - - - - _ _ _ _ + + ._ •-_ - + t_ _ _ _. _. _ + _ _ _ _ .. _ _ _ - - - - _ - Wit_ _ _ _ _ . . _ F -a - s_ . a . + - C __ C _ _ ... -_+.. __ - - - - _t _ _ _ _ _ ._ _ _ _ _ v .. _t --_ _ _ __ _ _ _ _ _ _ _ , ' - S - _ - t _ - �_ _ w - _ -.3 _ _ _ _ _ _ + ._ - ._ __- - _. _-._- a - - - - TEMP RARY N TR TI N EA EMENT _ _ _ - - .. - - - - -- • . .. - .- _t`55. __ .- - tl - _ 0 CO S UC 0 S _ _ - + '` - ' ' --� s.�.-•' - - _ 48 + ,_ _ _� _ 3 �_ - - - _ - - - - - - - - - - __ - r S 4 _ TO CITY OF SPRINGFIELD ' __' = - - _ f +-. _ __ _ _ -+ _ .. _ _ a _ _ _. _ +. _ - _ _. _ _ _ _ _ o _ a f-- _ c- T a - _ ._Z ?_ _ - - - - P' + _ - - - - + - - __ _ _ _ _ .. - -._..s - - - - --- - - - 4 - _ - -- - RECEPTION N0. 97 38498 -. + - i+ - . .. ... _ - - - _ - _ - - _ _ _ o- - - ' ' - ' x SANITARY SEWER EASEMENT ' ' - --s. - - 48"" - - - - - - - - - _ _ _ -- _ _ - - _ - - ' - t '48 . - ' _ 48 c TO CITY OF SPRINGFIELD _ P _ _ _ , _ + Y _ ' _ _ _ w-. - + - _ __ + .v _ _ _-'__ • .. _ _ _ _ _ _ _ _ _ _ _ _ _ ^fit _ _ _ _ _ . _ _ _ _ _ _ _ . •S,I _ RECEPTION N0. 97 38498 _ •i ��t- __ - - - - - - __ - •t ` - - - - - - __ a +- .. c + - -- - --<. •�-iw_ is +;•. . — - - - - - - - - - � _ - - - - - - - - _�f. lit Y ' _ 9 - 7 a .� _ _ _ 1 �-4°11'25" •33' WIDE BUILD � G SETBgCK EgSEME T 1_ .z —PTION NO. 80_ — _ � — _ CHD 837 33'S1"E 18057 — - - _ _ — — — WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 DISCLAIMER: THIS SHEET REPRESENTS EXISTING SITE CONDITIONS BASED ON A LAND SURVEY PROVIDED BY KPFF OR BY OTHERS (NOT COMPLETED UNDER KPFF DIRECT SUPERVISION). ALL INFORMATION SHOWN HEREON MAY OR MAY NOT EXPLICITLY REFLECT THE ACTUAL SURVEY DELIVERED FOR THE PURPOSE OF THIS PROJECT SITE. THIS INFORMATION WAS RELIED UPON FOR CIVIL DESIGN PURPOSES. SURVEY COMPLETED BY: KPFF 01 /18/2024 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www. kpff. com LEGEND: Y///////////////a BUILDING OUTLINE WITH DOO R _ _ - - - _ i- - - _ _ _ . 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Y_- ;-=' =_---• --" } CONCRETE SURFACE ASPHALT SURFACE - -- -- - --- - - - " - -=- GRAVEL SURFACE WALL BUILDING OVERHANG CURB LINE — EDGE OF ASPHALT RIGHT-OF-WAY LINE EASEMENT LINE — — LOT LINE — — PROPERTY LINE - - - BRUSH LINE BARBED WIRE FENCE FO FIBER OPTIC LINE RAILROAD TRACKS E ELECTRICAL LINE TS TRAFFIC SIGNAL LINE T TELECOMMUNICATIONS LINE SD STORM LINE SS SANITARY SEWER LINE W WATER LINE [FP] FIRE PROTECTION G GAS LINE OHU OVERHEAD UTILITY LINES [ ] UNDERGROUND LINE PER AS-BUILTS -� SIGN BOLLARD D/W DRIVEWAY ENTRY HCR HANDICAP RAMP O RD ROOF DRAIN (2 UNKNOWN MAN HOLE R BUILDING COLUMN QF FIBER OPTIC MANHOLE QE ELECTRICAL MANHOLE OJB ELECTRICAL JUNCTION BOX E 0 ELECTRICAL METER ❑ EC ELECTRICAL CABINET EVLT ELECTRICAL VAULT TRAN TRANSFORMER GUY ANCHOR 0 POWER POLE *F �), /I>— OVERHEAD LIGHT POWER POLE/OVERHEAD LIGHT ri S SANITARY MANHOLE WITH STRUCTURE / 1 ' D STORM MANHOLE WITH STRUCTURE ® CATCH BASIN ® CURB INLET ❑ AREA DRAIN SANITARY/STORM CLEAN OUT 000 O O SANITARY/STORM STRUCTURE # N WATER VALVE FIRE HYDRANT Wn0 WATER METER 44 FIRE DEPARTMENT CONNECT Q WATER MANHOLE WVLT WATER VAULT 0ICV IRRIGATION CONTROL VALVE OHB HOSE BIB OMW MONITORING WELL OSID STAND PIPE ® PIV POST INDICATOR VALVE DECIDUOUS TREE -PERIMETER REPRESENTS DRIPLINE CONIFEROUS TREE PERIMETER REPRESENTS DRIPLINE FOUND MONUMENT #1 PROJECT CONTROL POINT REVISIONS DATE # DESCRIPTION i SCALE 1 INCH = 20 FEET 20 0 20 40 PERMIT SET Rosboro Springfield Plant Improvements EAST GLULAM BUILDING EXISTING CONDITIONS PROJECT: 220x1 C111 CHECKED: DATE: 04.12.24 REVISIONS: (U U 65 Q 0) 3 5 X W 0 MI 00 ('') 0 0 ('') (U A U H 0 J r A U I O L O 4 In O L I 00 ('') 0 0 ('') (U ('') (U 0 (U 0- i U O N E C' In C' d 4 d L E ZA E d P d It U a N P P O i D p _ A - ° W _ D- -• R - .- . - _ - p _ _ . _ -'D -P , - °•• 4 D D p _- _ A _ ) -� ' - _ P p ' :p--.-- _ _ - _ v - I -- D _ D -_ . _ r- yG 4 D- - . 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[SDI 18"SD I - .. . - _ _ . - . . _ - - - _ - U - . - - - - . . - - _ _ - - - - - - • - . - - - - -- -•- - '• • - - - -- _ - I—� - - . . - -- = - = - _ . Q- - - - - _ - _ _ _-• _ . - _ - . _ _.-- - . - - -. _ - -. - .-- - _ _ C EC: - _ - • • - / — _ - _ ---- _- __-- -_ = / - _ - - - _ _ _ - — F •- . --. .- -_ - _ , _ CP - �- . = = - - - - _ - ] / •- - - _ _. _ _ .- --_-- -__ _ . - -_ -- r - _..: - _ _ _ - - -_ _-_ - >_ - _ -_ -_ - : -_ • _ = -- - -; -__ _• - .--_ . - • - . __ .- _ . - - ., .. - - _ -- - • -, _ • _- -- - - . _ - _ . - . _ _ ' - . _ r. _ -. - _ _ - _ - _ _ - - _ -- - - _ -- ---- -- _ r . - _ ` - . ,(R _ ` - _ _ - _ : - -- -- -- -- _ _ - _ _ - ._ _ -_ - __ : _. - --=- •- ' __ _ : - =-_ . . _ ,__ - : - :. , - .-- . .-- .._ ..- . - - - - - - .. _ - , - . `- - - -- - • - - . . - -- - -• = -- - -' _ - - - _ . _ _ _- . _ _ _ -_ _ ._ .-- - `---___..- . :_ -_ - - - •- _ -- -. -. _ _ `-.- _ - •:_ -_ _ .. . --- :-- - _-_ ---- , - `. __ - • . _- __-_- . •_. _- _ - •_ = . _ • - --- - _ _ _- _ _- -_ - _ .-_ - -_-_- - - = _- -_ • � ._ --' - . ___• -- - - _ . - --_-- - . . - _ _-__ -_ _ -. _ . - -- - - _ __ - - • - = _ _ : _ _ __ I - - - - = ' . . -_ _ _ - .. _ _ - _ -- . . _ - _ . . _ - . _ - -- . 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Q _ _" _ _ - - -_ _ - _ _ - _ _ _ _ _ - - - ¢ __ - _ -- - - = - EXISTING = - - - _ - .- _ _ ORMER P " - LL`- _ - ._ - - lvl 1 0D - - - - . - - - - - ` . - - --- - - - - _ - - - - _ . . - . - - - - • - - - - - - - - - - - - _ - - _ - - - _ - - PGA -- _ •-_ - - O I � - - . - -- : - w _ _ -_ - _ -_ . ' -_ __ - _.: __- _ . _ ._ : - - - _- - -- ' _ -_ - _ s • _ - - - _ _ - _: - _ _ - _ - - - - - _ -• - -.. . LUMBER z - - .- - : • - • . . = -- _ -__. -- =- RD a = - - - -___ - . - _ _ . - __ = - - W� I _ - _= -- - -_ _ - - --_ - - -_- -- _ - -_ - --- - _ __ .. _ - . ---- -- - �� - = - oX N _. _ - - _ --- . . : . . - . z.-- - --- r - STORAGE o UC _ : • • - . _- -_ .. - •-. - __ - __-: -- __ . - : --_ - • - - - r -- -- - - v - _ I w F- N _ _ - _ - - _ - _ _ - _ _ - - _ _ -. - _ _ - : _ _ _ - - r. - _ - - _ - _ - - - ._ _ .. - - F N zm - - - - - - `• --- -• • - - ¢N WY - _ - r - -. .- - = - - -` - _ - -•-• - - - - .- - . - - - --- WAREHOUSE m . - - - - _ - - - ' -- - r ' _ ¢ M z= - . -- - - - - -- ' _ _ -- - : - _ -- - - - - - _-- - _ . I > W D : - _ _ J- •. - - - _ _ __ _ _ _ _ _ _ _ r _ _ - -_ _ --_ _ _ - _ - - _ _ _ --_ _ _ _ _ _ _ _ r _ _ - _ _ _ _ _ - _ _ _ � _ . ¢ I - _ . - - - - ` - . - . - - [FP}_ _ w _ _ _ _ _ - _ _ - - - _ - - - - - - _ - - • - - - - - - - _ _� FP, - _ - _ - - _ [ ]. z _ _ - . _ - - _ - __ _ _ . _ _ - _ -- - _ _ _ _ = _ ___ _ - - - _ - _ - • _ _ - - _ _ _ - _ _ _ _ "``_ =- ° _ _ - _ _ _ . _ - _ _ - _ _ - - _ - - - _ - . _ - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ . _ _ _ _ _ _ - _ w- - _ - _ - _ _ _ - - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ - _ _ _ ._ _ _ _ _ ._ . . _ _ _ _ . 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' D- s - -- - - - _ - - O - - E - - -_ - - - - -- ' �• - --�- - _ = = - - - --' �= - -_ Y = - . ,- - , "tea' _ 'f - "= `�. _ - - -. :� - - - - - - • - .. - - - -', - - - _ _ - '' - r' O` — - - - - - = - = - - - - °� 1 ''s`:_-'' -ice v -� ` = fi _ ' R- s D1 - - - - - '� - •= ]- ."-� _ `$ _ - ' - - _ , r , __. = "' "', - - __f _ _ _ _ _ _ _ -_�- - _ _ _ •a _ __ __1 _ g•• _ _ _ _ - s L�1 ,' = �- 3 '---�� - - 1 -:' — D - - { s' } - s'= A _ -- `- - _ - _ - - . _ } - -- _: �� ` ;' �� U - _ a :�� -� : " __ - - -= - 's``� -`—� - - - [SD -.`'. - _ - _ -¢_- — - - - . SD OHU - ' _ _-_"'�:«, _- - _ - f2t - _ - - ,; 4• �� SD — OHU -> -'_ _ - Y OHU - _ -_ _ - y=s — OHU -ram — ! � OHU - x —_ OHS _ _ - - - OH — � — — _ _ _ — � _ — — � x � _ o — _ — 4— CRANE SHED � -. . �_ ° _ °- _ P- D > _ D . .�1' - P- A _- P 0 DD '- -. ' A O a- _ 6 - D -• • p- 'L : D - _ - _- - -- - - D D 'D "• • P -D'- _ _ -- _ S _ - -_ �_ -° D_ - _ - - o - - I - - _ _ .. - . D _ - - ► - _ _- p ? - D� - OD. _•D - • -,D •- :' - 'D . 'v �.- - - --- -s OVERHEAD DUCT . -- p - _ - D OVERHEAD DUCT e D ® A '�` ° - > � . I - _ . D - _ I , - i OVERHEAD D _ P - _ DUCT° _ -p - Q CLEARANCE D -D. 19.59, • D: - _ - D . -- ° - p. . �Q� . > - D - _ e A . _ p - pD _ . D D ---- - d . - - -. D ... D A . _ . V' . . - - - _D . - _ - d - - • -_ D : - -• - , - - - _ _ --_ D a P -: - n- - _ - - - ° •• ' - _ P_ ° . - - - D - - . D _ - _ - - - D : _ - _ • - -. _ - D . ' R - - - D D- -- _ D .D . •- ;" - D - - a r - ;' -�---- - G- _ _ _ _ _ _ _ -_y .. )-�_ -' `-� �_ .- - _ _ _ _ _ _ - -M - _ - - - _ : ° - _t._ - �=-� - _ -��:_ - _ - r �1'11J- _ ----' - - - - - _ - _5 � - - _ - - - - - - - _'L_ - - _ - - - - - -1 __t - - __ _ -'�•- t._..• ,. =_ - {, = - _ - - - . _ , y: ' - - - _ - -,_ _ - - Y - _ _ - - - ;- - __ , .. _ - f - =` _• . -- - - - -: - _ `�'�-ma`s-- -- ... = _ _ -- -, D WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 DISCLAIMER: THIS SHEET REPRESENTS EXISTING SITE CONDITIONS BASED ON A LAND SURVEY PROVIDED BY KPFF OR BY OTHERS (NOT COMPLETED UNDER KPFF DIRECT SUPERVISION). ALL INFORMATION SHOWN HEREON MAY OR MAY NOT EXPLICITLY REFLECT THE ACTUAL SURVEY DELIVERED FOR THE PURPOSE OF THIS PROJECT SITE. THIS INFORMATION WAS RELIED UPON FOR CIVIL DESIGN PURPOSES. SURVEY COMPLETED BY: KPFF 01 /18/2024 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www. kpff. com LEGEND: BUILDING OUTLINE WITH DOOR - - -:" ".`� . = - ="= = - '-- } CONCRETE SURFACE ASPHALT SURFACE -- -- - --- - -- __ =- - - ~----- GRAVELSURFACE WALL - - - - - - - - - - BUILDING OVERHANG CURB LINE — EDGE OF ASPHALT RIGHT-OF-WAY LINE EASEMENT LINE - - LOT LINE - - PROPERTY LINE - BRUSH LINE BARBED WIRE FENCE FO FIBER OPTIC LINE RAILROAD TRACKS E ELECTRICAL LINE TS TRAFFIC SIGNAL LINE T TELECOMMUNICATIONS LINE SD STORM LINE SS SANITARY SEWER LINE W WATER LINE [FPI FIRE PROTECTION G GAS LINE OHU OVERHEAD UTILITY LINES I I UNDERGROUND LINE PER AS-BUILTS -� SIGN BOLLARD D/W DRIVEWAY ENTRY HCR HANDICAP RAMP O RD ROOF DRAIN QU UNKNOWN MAN HOLE R BUILDING COLUMN QF FIBER OPTIC MANHOLE QE ELECTRICAL MANHOLE OJB ELECTRICAL JUNCTION BOX E 0 ELECTRICAL METER ❑ EC ELECTRICAL CABINET EVLT ELECTRICAL VAULT TRAN TRANSFORMER I GUY ANCHOR 0 POWER POLE *F �), /I>— OVERHEAD LIGHT POWER POLE/OVERHEAD LIGHT I S) SANITARY MANHOLE WITH STRUCTURE \QD� STORM MANHOLE WITH STRUCTURE ® CATCH BASIN ® CURB INLET ❑ AREA DRAIN SANITARY/STORM CLEAN OUT OCO O O SANITARY/STORM STRUCTURE # N WATER VALVE FIRE HYDRANT Wn0 WATER METER 44 FIRE DEPARTMENT CONNECT Q WATER MANHOLE WVLT WATER VAULT 0ICV IRRIGATION CONTROL VALVE OHB HOSE BIB 0MW MONITORING WELL OSID STAND PIPE ® PIV POST INDICATOR VALVE DECIDUOUS TREE -PERIMETER REPRESENTS DRIPLINE CONIFEROUS TREE PERIMETER REPRESENTS DRIPLINE FOUND MONUMENT #1 PROJECT CONTROL POINT REVISIONS DATE # DESCRIPTION i GALE 1 IN H = 2 FEET S c o 20 0 20 40 PERMIT SET Rosboro Springfield Plant Improvements PLANER MILL EXISTING CONDITIONS PROJECT: 220x1 C 1 1 2 CHECKED: DATE: 04.12.24 REVISIONS: 1-4 1-4 U Q m 3 X W 1-4 I 00 M 0 0 M (U / A U 0 J D_ / A Q U I O L O LA O L I 00 M 0 0 M (U / (U 0 (U Q U 0 N L.� Ln d 4 d L d 70 d It U D a O i STORM TABLE: 1 STORM MANHOLE 15 CATCH BASIN 31 CATCH BASIN 46 RIM = 471.95' RIM = 472.09' RIM = 474.65' IE 12" IN (N) = 466.92' TOP OF DEBRIS = 470.74' IE 10" IN (E) = 472.89' IE 24" IN (S) = 464.73' IE 12" IN (N) = 472.67' IE 18" IN (SE) = 464.58' 16 CATCH BASIN IE 12" OUT (S) = 472.56' IE OUT (SW) = 464.57' RIM = 472.77' 47 IE 10" VERTICAL PIPE = 465.43' 32 CATCH BASIN 2 STORM MANHOLE LID SLANTED R I M = 471.60' 17 CATCH BASIN RIM = 474.91' IE 24" IN (E) = 464.85' RIM = 472.35' IE 6" IN (E) = 473.94' 48 IE 24" OUT (N) = 464.77' IE 10 VERTICAL PIPE = 465.75 IE 10" OUT (W) = 473.69' 3 STORM MANHOLE 18 CATCH BASIN33 STEEL LID RIM = 472.15' RIM = 473.48, UNABLE TO OPEN IE 24" IN (N) = 465.34' IE 8" OUT (E) = 471.80' PRESSED INTO ASPHALT 49 IE 24" OUT (W) = 465.29' WATER LEVEL = 471.53 RIM = 475.49' 4 STORM MANHOLE 19 CATCH BASIN34 CATCH BASIN RIM = 471.73' RIM = 473.54, RIM = 474.58' IE 6" IN (E) = 466.55' IE 10" OUT (E) = 471.90' IE 12" IN (N) = 472.93' 50 IE 24" IN (N) = 465.45' WATER LEVEL = 471.70 IE 12" OUT (S) = 472.91' IE 24" OUT (S) = 465.45' CATCH BASIN WATER LEVEL = 473.14' 20 5 STORM MANHOLE RIM= 473.79' 35 CUSTOM MADE CURB INLET RIM = 471.72' IE 8��OUT (NE) = 472.02' RIM = 474.67' 51 IE 24" IN (W) = 466.23' FILLED WITH DEBRIS IE 12" OUT (S) = 473.02' IE 6" IN (SW) = 467.19' FILLED WITH DEBRIS IE 24" OUT (S) = 465.72' 21 CATCH BASIN STORM FILTRATION 36 CATCH BASIN STORM MANHOLE RIM = 474.08' RIM = 473.80' S2 6 RIM = 472.87' IE TOP OF BOX OUT (N) = 471.94 IE 6" OUT (S) = 472.35' IE 24" IN (E) = 465.30' WATER LEVEL = 472.50' WATER LEVEL = 472.23' IE 18" IN (NE) = 466.14' 22 CATCH BASIN IE 18" IN (N) = 467.77' STORM FILTRATION 37 CATCH BASIN RIM = 474.48' S3 IE 12" IN (N) = 466.12' RIM = 473.62' IE 6" OUT (N) = 473.21' IE 24" OUT (W) = 465.30' IE TOP OF BOX OUT (N) = 472.33' WATER LEVEL = 473.22' WATER LEVEL = 472.62' 7 STORM MANHOLE RIM = 473.80' 23 CATCH BASIN 38 CATCH BASIN RIM = 473.42' IE 12" IN (S) = 469.64' RIM = 473.48' IE 12" IN (S) = 470.57' 54 IE 12" IN (NE) = 469.68' IE 4" OUT (S) = 472.41' IE 12" OUT (N) = 470.56' IE 6" IN (N) = 470.09' WATER LEVEL = 471.81' IE 18" OUT (W) = 469.62' 39 CATCH BASIN CATCH BASIN 24 RIM = 473.30' g STORM SEPARATOR STORM FILTRATION 55 RIM = 475.66 RIM = 473.59' IE 6" OUT (N) = 472.35' = IE 10" IN (E) = 474.26' IE TOP OF BOX OUT (E) = 472.06' WATER LEVEL 471.04' IE 10" VERT. OUT (SW) = 473.92' WATER LEVEL = 472.81' CATCH BASIN WATER LEVEL = 473.47' 40 56 RIM = 473.98' 25 CATCH BASIN IE 10" IN (N) = 472.77' g STORM SEPARATOR STORM FILTRATION IE 10" OUT (W) = 472.68' RIM = 475.63' RIM = 473.72' 57 IE 10" IN (E) = 474.33' IE TOP OF BOX OUT (E) = 472.05' CATCH BASIN IE 10" VERT. OUT (W) = 474.17' WATER LEVEL = 472.75' 41 RIM = 472.54' WATER LEVEL = 473.54' 26 DITCH INLET IE 12" OUT (S) = 487.81' 10 STORM MANHOLE UPPER RIM = 475.08' FILLED WITH DEBRIS 58 RIM = 474.66' LOWER RIM = 473.85' IE DEBRIS = 468.81' IE 10" IN (SE) = 471.86' IE 12" OUT (W) = 473.78' 4' DIA. STEEL PLATE LID IE 10" IN (N) = 472.21' WATER LEVEL = 472.98' 42 RIM = 475.94' S9 IE 10" OUT (NW) = 471.73' 27 CATCH BASIN IE 12" OUT (N) = 473.54' = 11 AREA DRAIN RIM = 474.65' WATER LEVEL 473.54' RIM = 473.54' IE 6" IN (NW) = 473.67' 43 STORM MANHOLE IE 12" IN (NE) = 471.91' IE 6" OUT (SE) = 473.64' 60 RIM = 470.78' IE 12" OUT (SW) = 471.89' WATER LEVEL = 473.44' IE 8" IN (W) = 468.67' CATCH BASIN 2 g CATCH BASIN IE 8" IN (N) = 468.68' 12 61 RIM = 470.52' RIM = 474.72' IE 15" OUT (S) = 468.50' IE 6" VERTICAL BOX IE 6" IN (NW) = 473.57' 44 CATCH BASIN OPENING = 465.23' IE 4" OUT (S) = 473.44' RIM = 471.09' WATER LEVEL = 473.24' IE 6" IN (N) = 470.14' 62 13 CATCH BASIN RI M = 471.44' 29 CATCH BASIN IE 8" OUT (S) = 470.14' IE 18" OUT (W) = 467.10' RIM= 474.68' CATCH BASIN WATER LEVEL = 467.19 IE 8��IN (N) = 472.94 45 RIM = 471.10' E 12" OUT (S) = 472.93' IE 4" IN (S) = 469.55' 14 CATCH BASIN WATER LEVEL = 473.55' IE 8" IN (W) = FILLED WITH CONCRETE R I M= 470.68' IE 6" IN (N) = 469.50' IE 18" IN (E) = 465.76' 30 CATCH BASIN IE 18" OUT (W) = 465.73' RIM = 475.10' IE 8" OUT (E) = 469.55' WATER LEVEL = 465.67' IE 12" IN (S) = 473.55' IE 12" OUT (N) = 473.36' WATER LEVEL = 473.60' CATCH BASIN RIM = 470.94' IE 6" IN (E) = 470.07' E 8" OUT (W) = 469.79' CATCH BASIN RIM = 471.22' E 6" OUT (S) = 470.14' CATCH BASIN RIM = 471.40' E 6" IN (SW) = 469.71' E 8" OUT (N) = 469.81' CATCH BASIN RIM = 471.49' IE 6" IN (E) = 470.45' E 8" OUT (S) = 469.99' CATCH BASIN RIM = 471.05' IE 4" IN (W) = 469.50' IE 10" OUT (E) = 469.45' CATCH BASIN RIM = 471.14' IE 10" IN (E) = 469.47' IE 10" OUT (N) = 469.30' CATCH BASIN RIM = 471.20' E 10" IN (E) = 469.84' IE 10" OUT (W) = 469.62' CATCH BASIN RIM = 471.29' 1 E 4" IN (N) = 469.93' IE 6" IN (E) = 469.98' IE 10" OUT (W) = 469.44' CATCH BASIN RIM = 471.54' E 6" OUT (S) = 470.28' CATCH BASIN RIM= 472.19' E 6��OUT (W) = 471.18 CATCH BASIN RIM = 471.58' E 6" OUT (S) = 470.43' CATCH BASIN RIM = 469.88' E 6��OUT (W) = 469.08 CATCH BASIN RIM = 470.60' IE 6��OUT (N) = 468.30 CATCH BASIN RIM = 470.80' IE 6��OUT (N) = 469.52 CATCH BASIN RIM = 471.05' IE 6" OUT (NW) = 469.72' CATCH BASIN RIM = 471.62' E 6" OUT (S) = 470.63' STORM MANHOLE RIM = 472.75' E 8" IN (N) = 464.05' E 12" IN (E) = 463.73' E 8" IN (S) = 463.95' IE 12" OUT (W) = 463.73' SANITARY TABLE: 1 SANITARY MANHOLE RIM = 471.64' E 48" IN (S) = 457.05' IE 48" OUT (W) = 456.95' 2 SANITARY MANHOLE RIM = 475.79' E 10" IN (S) = 471.41' IE 10" OUT (NE) = 471.36' 3 SANITARY MANHOLE RIM = 476.04' E 10" IN (SW) = 470.26' IE 10" OUT (N) = 470.24' 4 SANITARY MANHOLE RIM = 473.53' IE 48" IN (E) = 456.63' IE 48" OUT (W) = 456.38' 5 SANITARY MANHOLE RIM = 476.46' IE 8��IN (W) = 472.24 E 6" IN (S) = 471.93' E 10" IN (E) = 471.80' IE 10" OUT (N) = 471.79' 6 SANITARY MANHOLE RIM = 474.27' E 8" IN (S) = 470.17' E 8" OUT (N) 470.16' 7 SANITARY MANHOLE RIM = 474.15' E 8" IN (S) = 470.14' E 8" OUT (N) = 470.13' 8 SANITARY MANHOLE RIM = 471.60' IE 48" IN (E) = 456.13' IE 48" OUT (NW) = 455.73' PROJECT CONTROL: STATION DESCRIPTION NORTHING EASTING ELEVATION 1 5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL" 106678.05 208622.81 471.65' 2 5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL" 106946.57 209193.79 474.89' 3 1-1/8" BRASS CAP "KPFF CONTROL" 106800.48 209573.34 473.74' 4 1-1/8" BRASS CAP "KPFF CONTROL" 106778.70 210032.53 474.67' 5 5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL" 106278.07 209990.44 475.38' 6 5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL" 106355.66 209588.07 474.98' 7 MAG NAIL W/ WASHER "KPFF CONTROL" 106380.01 209085.68 474.81' WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 DISCLAIMER: THIS SHEET REPRESENTS EXISTING SITE CONDITIONS BASED ON A LAND SURVEY PROVIDED BY KPFF OR BY OTHERS (NOT COMPLETED UNDER KPFF DIRECT SUPERVISION). ALL INFORMATION SHOWN HEREON MAY OR MAY NOT EXPLICITLY REFLECT THE ACTUAL SURVEY DELIVERED FOR THE PURPOSE OF THIS PROJECT SITE. THIS INFORMATION WAS RELIED UPON FOR CIVIL DESIGN PURPOSES. SURVEY COMPLETED BY: KPFF 01 /18/2024 800 Willamette Street, Suite 400 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www. kpff. corn REVISIONS DATE # I DESCRIPTION PERMIT SET Rosboro Springfield Plant Improvements EXISTING CONDITIONS PROJECT: 220x1 CHECKED: DATE: 04.12.24 REVISIONS: C114 1 rle�)-- �. - — ) " ---, - - - ---(473) - - - - --- ---- I 11 .- _____j I � , � " , " I I - (V'>"--� / : : � : , I - - � '--� X Q, / 11-11 '-� \**\\ 34 - " ----- -- 1% -(471)_- 1 ' . ---- --- --- ---- ---- --- - - - - � � \ I �� \ r- - .' - :: - z .;-:- .'.�. . --- . --, - - - . - - �i --- . - '.t -: -I--- . -. ; -1:' - ;--: . - -: " ' - ; . -- 4 —' : ; �'- -t - -,-; ,'.- . - . r . - - - .— - - -- .,. , ), P I � e �-� - - ))� I -� (9 0c], -- - - — - ..--. , - - - - . .- - .- , -- - - - tL��:� — — — . � a '--� ' \ `^ ' / ''� � `' ' ' ��'� �`^ ' ''°� - 11 41 I. ~��_�� ^ '- L---J' = - � ` ` ' �'��~'^q� --- / . ��-' / � �' ��-�` ��.��' .��'��'��^�� ~~~. I ~~~. --- / �� / I- . . 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I � ml%)^^ \ __ --r �_-� _� _ .. -- _/~. -- - -- �� r'~/ - ` / \ \ -- ---r--' '�' ' `` ` / - ` \�.'`\ ` \ � - ' - -. _`�. �. -;`^�� ` ( -'�./^r_' ' -='.��-'��, \ ' \ /.~ ^-'-_,. � " �- ft�j.-,. .,~'' _ � �, L -- '�';I ~� \ � \~ �� _ - �� I ' \ 474 \ -'-.; ` � � / / � � / ]/ �� ^. / WILSON ARCHITECTURE � �� m�r �-� N ~N~ �� v~N~ N U �� . �-� � � �� "� �� vvi|son-architecture.cono 1 541-913-0878 mmwmmmette Street, Suite 400 Eugene, onyr4oz 0:541a84.4*02 SHEET NOTES 1. REMOVE ALL PAVEMENT WITHIN WORK LIMITS SHOWN. 2. CONTRACTOR MAY STAGE WITHIN LIMITS OFDEMOLITION. 3. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS ASREQUIRED |NTHE SPECIFICATIONS. 4. GENERAL DEMOLITION PERMIT SHALL BESECURED BYTHE CONTRACTOR. 5. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OFTHE WORK SHALL 8E SECURED BYTHE CONTRACTOR PRIOR TOCOMMENCING DEMOLITION. 6. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING R|GHT'OF-WAYSURVEY MONUMENTAT|ONDURING DEMOLITION. THE CONTRACTOR |S RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT 8YALICENSED SURVEYOR OFANY DAMAGED OR REMOVED MONUMENTS. 7. PROTECT ALL ITEMS ONADJACENT PROPERTIES AND |NTHE RIGHT OFWAY INCLUDING BUT NOT LIMITED TOSIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BERESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TOORIGINAL CONDITION. 8. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TOEXCAVATIONS FROM DAMAGES CAUSED BYSETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 0. GAVVCUTSTRAIGHT LINES |NSIDEWALK, ASNECESSARY. 10. CONTRACTOR |GRESPONSIBLE TOCONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OFDEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 11. ALL EXPOSED PORTIONS OFUNDERGROUND UTILITIES TOBE ABANDONED SHALL 8EPLUGGED PER DETAIL O/C8O1. 12. TREES IDENTIFIED 8YARBOR|STTO8EREMOVED ASSHOWN ONTHIS PLAN AND SEPARATE TREE FELLING PERMIT. ALL OTHER VEGETATION WITHIN DEMOLITION LIMITS TOBE REMOVED. | X > DEMOLITION KEY hJOl-EC '20 SAWCUTL|NE 21 REMOVE ORABANDON UNDERGROUND UTILITY LINE. 22 REMOVE UTILITY STRUCTURE. 23 REMOVE UTILITY. CONTRACTOR TOCOORDINATE WITH SUB. 24 REMOVE PUMP HOUSE. 25 REMOVE GAS STUB. CONTRACTOR TOVERIFY SERVICE ACTIVITY PRIOR TODEMOLITION. PROTECTION KEY NOTES '48 PROTECT UNDERGROUND UTILITY LINE. 41 PROTECT UTILITY STRUCTURE. 42 PROTECT EXISTING TRANSFORMER KOVERHEADDUCTS DURING BUILDING DEMOLITION. TO8EREMOVED 8Y CONTRACTOR ONCE NEW POWER SOURCE |SACTIVE. 43 PROTECT RAIL ROAD. 44 PROTECT UNDERGROUND STORM DRAIN LINE. ��TY��-��J[� �� ------ -- -- ------ PROPERTY LINE DEMOLITION/WORK LIMITS (SHOWN OFFS ~~~~I ~~~~ ~~~~ FOR CLARITY) SAVVCUTLINE. REMOVE ALL SURFACING. REMOVE UTILITY LINE. / f /. / / / / ' REMOVE DRABANDON UTILITY LINE |N PLACE. (X REMOVE TREE. SEE TREE REMOVAL PERMIT --- --- --- -- EXISTING GRADE CONTOUR 0 POTHOLE. LOCATE PIPE AND CONNECTED UTILITIES. FIELD VERIFY ELEVATION. NOTIFY ENGINEER WITH FINDINGS REVISIONS DATE I # I DESCRIPTION r<��n ' ", �� ^�x�r�� 1 INCH =4OFEET 40 0 40 80| PERMIT SET ROSbOn] Springfield Plant Improvements GU][AMBU|LDING UTILITY DEMOLITION PLAN PROJECT: 220xl c*ccxcn: DATE: 04.12.24 REVISIONS: v~ »�� ~�� 8"SD - _ .D a '- p v ° e_ v -t-Er J,A 0 - , -ro. o NJ _6 ��- P. --p• - D - _ - - wR _ D-n _ B = .• v _ _ _ -. _ °- _ _ _nDD. '_ - '1�J1/ B •a =`p �-- P.�R p g _ p °Y _ D - a • p D D .. •D q -0 R Y - P _ D- Q- A _ _ -__ I. _ P LINE _n D__ - D - _ P. _ - pe D. n . D __ D _ - - O TJ2A p- = - B - N106821.96WILSON `QQi g %cAJ °.D - - p - _ P.- �- _ - - _ E 209895.61 _ - - = DD - e _ .47 L - .'a n _ D _ p ° p n��- _ _ °- - - Pn- r - D p Q - D"a - - •' D _- - _ p - - _ _ Oy a •D D- - -_p._ _ -- °_n _ [SD} D _ -� _ �� P. - a _ G P. o _ _ _ `D" , . [SDI- - - _ e _ _ _ _ - D - 4 _ _ D Y _ D - _ _ - _ D _ s D -n- Co'; _ - --- > - ° n p - D _ ° n a - eb _E�S ° n - D �c P. r, • e P . _ : ° w-(474) - - D 0 - - P ° °j IP sat wilson-architecture.com 1541-912-0878 D ° _ - D' D - - r n ° _ _ - - D _ _ ' - : D e A- p a - D - - IS - - _ - IUD]_ a P. p e P. e _ e _ py o - - •° n . D Dom-- - ° -- _ _ .> _ 1�n- P. _ 4) -°_ n - - -n_ D o ��QEp PROFESS IN 10 ° 56481 8_ Digitally signed by M D i `�Q� LL I ENmattk enan@kPff.wm, D 41 I \ f Matt Keenan G_Matt.sN-K...an, C-Ds b ' 2024.10.11 13: 0 40 EG N Date: 0 40 xx o- >_ P- [SDI [SDI / I I `� i - \ 100 O ' ` c P- r P. /��\ EXPIRATION DATE: 6/30/2025 - % D• n I I I I Imm, \ - n w n [ __ p p 50 44 [Fb] � ' allowI I �_ 'L I I 21 p O� pD = r� �J � I �/ `e� %� I CAP LINE°--- / �Q� c [= \D- L _ 40 hSQ�\ �� [FP] h1 N 106737.00 O D 6 _. D - v 6' _ CAP LINE ' -f- VP] '� 1 -1 E 209952.88 D.- _ _ _ D _ N 106751.36 / I , p -- $I o 800 Willamette Street, Suite 400 E 209715.99 / � ® - \ s _D ` p'_ 1 - o _- _ Q� Eugene, OR 97401 D I / 12' g ^ 42 e D' I D m` F°: 541.684.4909 D -e D ° www. kpff. com L_ 22ON _ / 22 - D� _ 21 �_�_1.= e SHEET NOTES \ ERHEAD DUCT _p 22 ® de °- - - - °- I `� � - � •- 1. REMOVE ALL PAVEMENT WITHIN WORK LIMITS SHOWN. ° - a I k EC - 6'S� ® OVERHEAD DUCT B b - A° ° _ 2. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. /fSDt/- {��-/ [s� f46] 21 PIT ` -Pt / - - e p_ _ P ' ® ® O fAD]_ o - o ® B ® ® 3. REMOVE ALL SITE COMPONENTS AND RECYCLE Q 4SDt/- � I �sd1 �� 22 t 1��5�� d ° D p COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. �' _ I ��'� " I /� �]� [AD] �soj� 21 A� / D ° '� p _ 4. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE I 41 I �( _ `e� _ ,= CONTRACTOR. _ ---- _ D: p 5. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE c 40 : % I �� - PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING _ DEMOLITION. A Man on ° [F ] [F ' e PUMP HOUSE a " o ` e 40 _ �] I , A--- _ _ 6. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM ° f \N 24 z FQ� D _ ° D DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY pI�FP] - p v r og 10 I �� ' / PIT I _ • -° _ MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS [FP [ / mom ' ° RESPONSIBLE FOR COORDINATING AND PAYING FOR THE \' REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED 22 41 OR REMOVED MONUMENTS. 41 ti� LL A� v rm" 7. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE °° (474� = D RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL f y EQUIPMENT PARKING METERS SIDEWALKS STREET TREES STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. I I tiF CAP LINE �- CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY N 106629.54 ✓ - DAMAGED ITEMS TO ORIGINAL CONDITION. _ _ _ _ �� /\titi`�° \ r E 210003.67 LL @W 40 - -- -- - -------- - ----- ----- - 8. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER -- ---- - hd PIT FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM `s! /7 ti� 21 = / DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, D I �A UNDERMINING, WASHOUT AND OTHER HAZARDS. 9. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. OD I ��A 10. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD [SDI 18"sDCD I 21 DURING THE DEMOLITION PERIOD, AND DURING E , D- D TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET U 41 F [FRS [F�] plv $ sI s°ss - - _'�.�Eo1 P, SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE 2.KEPT CLEAN. IISS _ \ / 21 I - �� : p -- o_ _ � 11. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE -p -$_ s ABANDONED SHALL BE PLUGGED PER DETAIL 9/C601. 122 �F 22 . e D D w I o \ / \[FPBo [FP] v- .- P _ = - 12. TREES IDENTIFIED BY ARBORIST TO BE REMOVED AS SHOWN 0 Z Q�. [FP] --0 - ON THIS PLAN AND SEPARATE TREE FELLING PERMIT. ALL D<_` ; - [] &�� F - OTHER VEGETATION WITHIN DEMOLITION LIMITS TO BE =I _ o CAP WATER LINE REMOVED. QI 44 � N106537.03 E 209572.43 _ // I LL D �_ X DEMOLITION KEY NOTES H----o7. ff. _ - = ( 21 U_ I B 20 SAWCUT LINE I / 21 REMOVE OR ABANDON UNDERGROUND UTILITY LINE. 0 40 21 I �-\ 22 REMOVE UTILITY STRUCTURE. p 22 I , \ _ / ➢p = (� _= -Dn -e_ 0 23 REMOVE UTILITY. CONTRACTOR TO COORDINATE WITH SUB. / °° e 24 REMOVE PUMP HOUSE. r. '° - e 25 REMOVE GAS STUB. CONTRACTOR TO VERIFY SERVICE EXISTING ACTIVITY PRIOR TO DEMOLITION. \x D.. n. LUMBER - 21 p _ 4 .° o_.. CO = P = ❑X PROTECTION KEYNOTES I O - RD / ry n D D 40 PROTECT UNDERGROUND UTILITY LINE. STORAGE 22 " - = "p - > - p D v q = :- > _ 41 PROTECT UTILITY STRUCTURE. e - WAREHOUSE LL N o D p o 42 PROTECT EXISTING TRANSFORMER /OVERHEAD DUCTS _ DURING BUILDING DEMOLITION. TO BE REMOVED BY N ° IFP] - ' D 8 > ` CONTRACTOR ONCE NEW POWER SOURCE IS ACTIVE. A ° 43 PROTECT RAIL ROAD. o I 21 CAP LINE = _ 22 _' 44 PROTECT UNDERGROUND STORM DRAIN LINE. N - E 209986.333 SHEET LEGEND - -- - -- \ CAP LINE : P. PROPERTY LINE \ 40 - I �� P, DEMOLITION/WORK LIMITS (SHOWN OFFSET o \ I E 209981.74 _ '-7 \ ��. FOR CLARITY) _ ... .. I SAWCUT LINE. REMOVE ALL -0 .. -X{Pl/ PIV SURFACING. �rD A > ti D ` 4 \ I LL `Q� FP] REMOVE UTILITY LINE. o-,_ - _ _ _ B REMOVE OR ABANDON UTILITY LINE IN - r_ PLA E. b- zo,, - / ZZ - ] [FP] pIv REMOVE VE TREE. SEE TREE REMOVAL U 1p aD I 22 Q�� a I B [FP] - [FP] Q S Q 41 r = PERMIT I � - o - 40 Q� [SD] v „ \\o Jh„s4 ` D,\Q, D - - EXISTING GRADE CONTOUR v T u s� - POTHOLE. LOCATE PIPE AND \ A I CONNECTED UTILITIES. FIELD VERIFY A o 41 Si� 44 \D 22 E- 21 `Q� ELEVATION. NOTIFY ENGINEER WITH o I 1 40 LL - FINDINGS I u I - 1 - ^ CAP LINE 114- o - 41 PI N 106371.71 21 REVISIONS o _ RD E E 209623.37 22 M = DATE # DESCRIPTION (U - R - [FP 44 A. O [7 / 40 Six 21 OHEj U I OHU Oman[S / 44 a - S OHU (4,S - llama[Fp] d = OHU /\ _ � - � - _' 1,� [� s°=\[� 4'SD [SD] LL _ SCALE 1 INCH = 20 FEET 10 I mown £ I O OHU OH - `P] �P]I- [SD] - sun QPCI I u OHU °Hu 43 I -. _- - _ - I - Oman -[FP] M-[sD]- Ism - [SD � [SDI [sD] 20 0 20 40 oo� I� _ - - oHu - ° HLj_- --------- - _ � - - � _ _ - _ _ _- - - _ - _ PERMIT SET '.4- , - x - _ _ - - - / - - o I _ -° - - - - OHU �� OH - \ h� 41 y - M d - - - _ _ _ o G- _ _ - - - - Rosboro NN _ - __�- 43 _ Springfield Plant Improvements Now t - � - . O _ 1 _ _ ii�..,,. N\ PLANER BUILDING / o l\ lq)ff a �� PROJECT: 220x1 UTILITY DEMOLITION PLAN C 1 5 1 +' CHECKED: N� DATE: 04.12.24 REVISIONS: L L_ D_ (U U P�1 Q H d 4 Ed: E nq d ,0 d It U a N O i Z o UT 0 0 0 e 0 0 • 0 0 0• 0 0 0. 0 0 0. 0 0 0 0 0 0. 0 o O .0 O e .0 . 0 0 0• 0 0 0. 0 0 0. 0 0 0 .0 00 e 0.0 0 04-0 000 a 0.0 . 000 . 000 . 000.00 O e 0 0 e 0 0• 0 0 0.0.0.0. 0.0 0 0.0 0 0.1 e 0 0 0 0 0 • 0 0 00 0 0 0• 0 0 0. 0 0 0. 0 00 e 0 IIO e 0 O e 00 .0 0 0 e 0 0 0 e 0? O e o 0 0• 0 0 0 0 0 O dJI o 0 •0 .0 0 0 .0 0 0 .0 0 0 0 0.0 00 e o o O e 0 '10 a .0 .0 .0 e 0 .0 e 0 .0 e 0 00 e 0 0 0 Ik00. I _ .0.0. 0.0. 0.0. 000.000.0 O e �_ .0 e 0 c 0• 0 .0 0 c 0• 0 c O e 0 c 0' 0 0 O o O e �� • 0 00 • o 00 • o 00 . o 00 • 0 00 e O. C�O l ooO.o00 0 o �. v� oc�.oc�.oc�.oc�.oc 0 -W 00 e o 00 . o 00 . o 00 e o 00 • 0 00 • o - 0� • 0 00 0 00 .000 . . o " OA�o 00 e o 00 e o 00 e o 00 • 0 00 . 0 00 . 0��0 . o P@-. 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EXPIRATION DATE: 6/30/2 225 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com A PROJECT CONTROL # -DESCRIPTION NORTHING EASTING 2 5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL" 106946.57 209193.79 3 1-1/8" BRASS CAP "KPFF CONTROL" 106800.48 209573.34 4 1-1/8" BRASS CAP "KPFF CONTROL" 106778.70 210032.53 5 5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL" 106278.07 209990.44 6 5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL" 106355.66 209588.07 7 MAG NAIL W/ WASHER "KPFF CONTROL" 106380.01 209085.68 REVISIONS DATE # I DESCRIPTION i SCALE 1 INCH = 50 FEET 50 0 50 100 PERMIT SET Rosboro Springfield Plant Improvements OVERALL HORIZONTAL PROJECT: 220x1 CONTROL PLAN C200 CHECKED: DATE: 04.12.24 REVISIONS: o_ (U U P�1 Q H N E d 4 d L E 51 nq E d ,0 d Ll D a O i �l _ _ J -- -- -- -- -- -0 0� o 000 00 N106889.71- 9-°O0°0° O °OO°0p ..O E 208698.74 20.00' 1.0 Q o p o Q o C E 208474.30 E 208595.98 0 Q 0 0 0 Q o p o Q o p o Q o p o Q o p Q o SUB EASEMENT o Q 0 0 0 o p o Q o p o Q o p o Q o p o Q o p o Q o 0 0 O Q 0 0 OI Q 0 o Q o p o Q o p o Q o p o Q o p o Q o p o Q 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 Q o p Q o p Q o p Q o p Q o p 0 0 0 p o 0 0 0 0 0 p o 0 0 0 0 0 0 p 0 0 p o 0 0 p o 0 o Q o O Q O Q 0 Q 0 Q o Q ° 00 00 N106843.04 °00 °00 °00 °00 °00 00 0 ° O 0° E 208474.49 00 O 00 O 00 O 00 O 00 O O 0 0 0 0 0 0 0 0 0 Q o p o 0 Q o p Q o p Q o p Q o p Q o p 0 0 N 106826.78 0 0 0 0 0 0 0 o p 0 o p 0 0 0 �- o E 208596.33 O o p O o p O o p D o p O o p O " O 0° O 00 O 00 O 00 O 0° O v�� ° O 00 O 00 O 00 O 00 O 00 O o po 0 o p0 0 o p0 0 o p0 0 o p0 0 o p0 00 pDo� p 0 0 o p0 0o p 0 0 o p0 0 o p0 0 o p0 -15 Q 0 o Q o o Q 0 PT o Q 0 o Q 0 0 Q o o Q 0 �o -0-o o Q 0 o Q 0 o Q o o Q o 0 0 a Cho - _� 0 o N 106813.36 O O O O �- O O 0 p O 3- O o-°' o- E 208540.02 0.75' � 0 0 0 0 0 0 o Q o p o Q ° 0 0 0 o p o Q o 0 &-a � 00 0 0 O �� 00 p o0 p �-�p0 00 0 00 p o0 p o0 p o0 p o0 p O l0 0 �` o 0 0 0 0 0 0 0 0 0 0 0 0 0 _ -_ 0 0 0 0 0 0 0 0 p 0 0 p 0 0 OR50' 00 O O o .00' ° O O° O O° O 00 O O° O 0 O O 0 O O 0 O O 0 O 0 O O 0 O 0 -- N 106812.94 --_ __------ - _� --- o ° 0 0 0 ° p o 0 ° 0 O 0 0 0 E 208543.21 ° p 00 p ° O 0 0 0° O 00 -� 40.00, 0 0 0 0 0 0 0------------------------------------------ _20. 0 0 0 0 0 00 0 0 0 0 O 0 p---------------------------------------- d ` --------- 83.33' o o 200 o _ d -- d°d- o A -d0 0 _ -_ - O O O ° d a • e _ 0 15, - 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - d <- - d a _ d " -- A.' d 0 Q 00., J. O 0 0 O 0 O O 0 0 °- _" 10 O O 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ d_ - O 0 0 0 p O 0 p O 0 0 O GRIDLINE INTERSECTION (A-1) - e O 0 O 0 O 0 0 O 0 O 0 O 0 O N 106757.16---- - - - - -. ____- 4-_ dd. d d a d- a. o 0 0 = E 208537.79 dd d- d-" Q I�� = 1 0 0 O 0 O Q 0 O Q _ da 0 0 0 0 Q o 0 o Q o 0 2 TYP- - - - - - - - - - - - - - - - - - - - - - - - - - - - 4-d _ d_ d A rI (1 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - e_ r a o 4 - _ •� __ di= _ a _d O° __ ° O ° O O° O OAl--------------------------------- e 0 0-:HFV 0 Q �� - 0 Q - - - - - - - - - - - - - - - - - - - - - - - - - -d -° l - _ d Q 0 o o Q N 106770.52 ) o 0 o a. d 10 TYP "= d d O o O 8 0^ E 208483 07p o O 0 0 0 O 0 p O 0 p o 0 o p o d o 0 0 0 0 0 Q 0 Q 0 0 Q o 0 0 000 O 0° O 0° O C �0 0 0 0 0 0 0 00 0 0 o Q Q o FL Q 0 O o 0 ° O o 0 ° O IO C-1 - 0 O O Q 0 O o Q 0 O O �--- O o 0 0 N 106715.36 0 0 0 0 0 0 0 0 0 o 0 0 E 208454.52 N 106706.31 0 n Q 0 n r 0 0 , 0 L F o rJ LL� r LL 0 0 pVON 0 C) 0 0 ° 0 O Q ° 0 O Q ° 0 00 ° 0 O Q ° 0 0� N 106968.72 0 0 0 n ° 106968.52 o 00 0 00 0 00 0 00 0 O 0 E 208943.87 0 0 0 0 N 106966.05 E 208815.14 J O O O O G p 0 o C E 208798.05 J U- Q 0 p o Q o 0 o Q 0 0 o Q 0 0 o Q 0 0 o Q 0 p o Q o p o Q 0 N 106959.91� 0 O O Q 0 O O Q 0 O 0 Q 0 O o Q 0 O 0 Q 0 O O Q 0 O o Q 0 O 0 Q 0 O o Q 0 O E 208790.23 00 O o 0 ° 0 0 0 ° O o 0 ° 0 0 0 ° 0 0 0 ° 0 0 0 ° O o 0 ° O o 0 ° 0 0 0 ° 0 0 0 O 0 0 o 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 0 0 0 0 0 0 N 106939.97 0 O 0 p 0 O 0 p 0 O 0 p 0 O 0 p 0 O 0 p 0 O 0 p 0 O 0 p 0 O 0 p 0 0 0 0 0 O 0 p 0 O O E 208789.73 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 0 0 0 0 0 0 0 0 O O Q ° O O Q ° O 0 Q ° O 0 Q ° O O Q ° O o Q ° O 0 Q ° O O Q ° O 0 Q ° O O Q ° O O Q ° O 0 Q ° O O Q 0 0 0 Q o 0 0 0 0 Q 0 0 p 0 Q o 0 p 0 Q 0 o 0 0 Q 0 o 0 0 Q 0 O 0 0 Q 0 O 0 0 Q o 0 p 0 Q o O p 0 Q 0 o 0 0 Q o 0 N E 106922.94 209013.89 Q 0 Q 0 Q 0 Q o Q 0 Q 0 Q 0 Q 0 Q 0 Q 0 Q 0 G O p 0 p 0 0 p 0 p p 0 0 v O 0 1 0 0 p 0 0 0 p 0 0 ° p 0 0 ° p 0 0 ° p 0 0 0 p 0 0 0 p 0 0 ° p 0 0 ° 0 0 0 ° p 0 0 0 p 0 0 ° 0 O o Q ° O O Q ° O 0 Q ° O 0 Q ° O O Q ° O o Q ° O 0 Q ° O 0 Q ° O 0 Q ° O O Q ° O o Q ° O 0 Q ° O O Q 0° O 0 0° 0 O 0° O O 0° 0 O 0° 0 O 0° 0 O 0° O O 0° 0 O 0° O O 0° 0 O 0° 0 O 00 0 O 00 O 0 0 0 0 O 0 0 0 O 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 O 0 0 p 0 p 0 0 p p 0 0 0 �0 0 p n 7- 0 o 0 O� 0 0 Q-�� 0 o 0 o 0 0 O"D � O �Q o 0 �a o 0 0 o 0 Q--1 o o O p Q o o 0 0 0 0 0 Vo 0 0 0 0 0 0 O 0 p O 0 p 0 0 '- O 0 p O 0 p O 0 p 0 0 0 0 0 0 0 0 0 O 0 p O 0 p O° p O° 0 O° p O -- � N 106889.76 E 208718.92 O 0 p 0 0 0 0 0 0 0 0 o O N 106889.92 E 208792.53 0 p 0 O 0 p 0 O 0 p 0 O 0 p 0 0 0 0 0 0 0 0 0 O 0 p 0 O 0 p 0 O 0 p 0 O 0 p 0 O 0 p 0 O 0 p ° 0 0 O ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 0 0 0 ° O 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O 0 0 ° O ° 0 Q O ° O 0 Q ° O o Q ° O o Q ° O o Q ° O O Q ° O O Q ° O 0 Q ° O o Q ° O o Q ° O O Q ° O O Q ° O 0 Q ° O o Q ° O o Q ° O O Q ° O O Q 00 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 0o 0 0 o ° O 0OA O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o ° O 0o� O O Q 0 ° O Q ° O 0 Q ° O o Q ° O o Q 0 Q ° O ° O 0 Q ° O 0 Q ° O o Q ° O o Q ° O o Q ° O O Q ° O 0 Q ° O o Q ° O o Q ° O o Q ° O O Q ° O O 0 0 0 o 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 o p 0 0 o p 0 0 o 0 0 0 0 0 0 0 0 p 0 0 o p 0 0 o p 0 0 o 0 0 0 0 p 0 0 O o Q 0 ° O Q ° O 0 Q ° O o Q ° O o Q O Q ° O ° O 0 Q ° O O Q ° O o Q ° O o Q ° O o Q ° O O Q ° O O Q ° O o Q ° O o Q ° O o Q ° O O Q ° O O o p o o 0 p 0 0 o p 0 0 o p 0 0 o 0 0 0 o p 0 0 o p 0 0 o 0 0 0 o p 0 0 o 0 0 0 0 0 0 0 o p 0 0 o 0 0 0 o p 0 0 o 0 0 0 0 0 0 0 o p 0 0 o p o Q 0 0 p Q 0 p 0 Q o 0 o Q 0 0 o Q O Q o p 0 p 0 Q 0 p O Q 0 p o Q o 0 o Q o p o Q 0 0 0 Q 0 0 O Q 0 p o Q o p o Q o p o Q o p O Q 0 0 o Q 0 0 Q 0 0 0 0 Q 0 0 o Q 0 0 o Q 0 0 o Q 0 0 0 Q 0 0 0 Q 0 0 0 Q 0 0 o Q 0 0 o Q 0 0 O Q 0 0 O Q 0 0 0 Q 0 0 o Q 0 0 o Q 0 0 0 Q 0 0 0 Q 0 0 O Q 0 0 0 Q 0 0 0 Q 0 0 o Q 0 0 O Q O Q 0 0 0 0 0 Q 0 0 O Q 0 0 o Q 0 0 O Q 0 0 o Q 0 0 O Q 0 0 O Q 0 0 o Q 0 0 O Q 0 0 o Q 0 0 0 Q 0 0 o Q 0 0 Q 0 0 0 0 Q 0 0 o Q 0 0 o Q 0 0 o Q 0 0 0 Q 0 0 0 Q 0 0 o Q 0 0 o Q 0 0 o Q 0 0 0 Q 0 0 O Q 0 0 0 Q 0 0 o Q 0 0 o Q 0, O Q 0 0 0 Q ---_o� ° O o Q °� � ° O o Q ° O o Q ° O o Q o Q ° O ° O o Q ° O o Q ° O o Q ° O o Q ° O o Q ° O o Q ° O o Q ° O o Q ° O o Q ° O o Q ° O o Q ° O O 0 O O 0 O O 0 O O-0 O O 0 p O O 0 p 0 O 0 20.00' O 0 p O O 0 p O O 0 p O O 0 p O O 0 p O O 0 p O O 0 p O O 0 p O O° p O O 0 0 oQ 0 0 oQ 0 0 oQ 0 0 oQ 0 0 `0-5-0 -Q� o 0 0� � 0 o SUB EASEMENT " U 0 o0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0 0 D 0 p 0 0° O 0 0° O 0 0° O 0 0° O 0� 0° - °-O o �O o 0 0 O 0 p 0 0 0 0 0 O 0 p 0 0 0 0 0 0 0 0 0 O 0 p 0 0 0 0 0 O o p 0 O a 40.00' ="y O o Q ° O 0 Q ° O 0 Q 0 ° O Q ° O 0 ° O 0 Q ° O 0 Q ° o O ° �Q 0 0 ° O 0 Q ° O 0 Q ° O 0 Q ° O 0 Q ° O 0 Q ° O 0 Q ° O d d -.4 d- - - " " " - O - �- O ° O O O ° O O Q ° O O ° O O Q ° O O O ° O O Q ° -�- O Q ° O O- �° � O Q ° O O O ° 0 O O ° 0 O O ° O O Q ad N 106785.95 E 208745.42 --__________ _____ 0 ° Q 0 O O Q 0 O 0 Q 0 o r, OO 0 0 O o O 00 0 0 -°�� 0 O 0 O 0 O 0 o 0 O :-•-------- --- o O 0 p 0 N106767.85 E 208894.64 o O 0 N E 106766.13 208907.53 0 O 0 p 0 O 0 0 o O p 0Z9 -, 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L 0° 0° 0 0° 0 0° 0 0° 0 0° _._...... ............................................ 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G-U Da1e:2024.11.1"323. OREGON 19 oti P� M. I EXPIRATION DATE: 6/30/2025 1 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL. 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DETAIL 10/C600 O KEY NOTES DETAIL # DESCRIPTION REF. 1 SAWCUT LINE 2 2' PERIMETER CONCRETE BAND, SEE ARCH PLANS 3 DRIVEWAY RAMP 1/C314 4 WHEEL STOP 2/C600 5 CONCRETE SIDEWALK 9/C600 6a ADA PARKING STALLS AND STRIPING 1/C600 6b 'NO PARKING" ZONE STRIPING 6c 4" WIDE WHITE STRIPE 7 ADA PARKING SIGN 3/C600 8 RETAINING WALL 11/C600 ELECTRICAL TRANSFORMER. SEE ELECTRICAL 9 PLANS 6" DIAMETER BOLLARD AT EXTERIOR OPENINGS. 10 LOCATED 4' FROM FACE OF BUILDING. SEE ARCHITECTURAL PLANS HVAC/MECHANICAL CONRETE PAD. SEE 11 STRUCTURAL PLANS FOR DETAILS. 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I N E F /�y9 56481 -P l Digitally,ig,e by Ma eena, DN: CN=Matt Keenan, Matt Keenan E=manA.-n°Wf-, G=Matl, SN=Keenan, C=US Date: 2024.10.11 13: OREGON '�9/x • 19 , 2p��P� �1'V M . EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www. kpff. com SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL. 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DETAIL 10/C600 O KEY NOTES DETAIL # DESCRIPTION REF. 1 SAWCUT LINE 2 2' PERIMETER CONCRETE BAND, SEE ARCH PLANS 3 DRIVEWAY RAMP 1/C314 4 WHEEL STOP 2/C600 5 CONCRETE SIDEWALK 9/C600 6a ADA PARKING STALLS AND STRIPING 1/C600 6b 'NO PARKING" ZONE STRIPING 6c 4" WIDE WHITE STRIPE 7 ADA PARKING SIGN 3/C600 8 RETAINING WALL 11/C600 ELECTRICAL TRANSFORMER. SEE ELECTRICAL 9 PLANS 6" DIAMETER BOLLARD AT EXTERIOR OPENINGS. 10 LOCATED 4' FROM FACE OF BUILDING. SEE ARCHITECTURAL PLANS HVAC/MECHANICAL CONRETE PAD. SEE 11 STRUCTURAL PLANS FOR DETAILS. FL CONCRETE FLUME 2/C603 HIGH FLOW VEGETATED FACILITY HFV MANUFACTURERS PLAN FORTHCOMING SHEET LEGEND - PROPERTY LINE - EASEMENT LINE SAWCUT LINE MATCH EXISTING O o p 0 O 0 0 c GRAVEL C 00 o O o o O SURFACING TO BE O\O\O\6 DETERMINED BY OWNER - . ASPHALT PAVEMENT - 1 4 -------------- 600 ASPHALT PAVEMENT - 2 5 ---------------------------- C600 - d ---d ' - VEHICULAR CONCRETE C600 °- - P s_' -- -- _ --c -- _ p r - 8 - - - N RETE IDEWALK CO C S -= 600 :ice STORM TREATMENT FACILTIY REVISIONS DATE # DESCRIPTION i SCALE 1 INCH = 20 FEET 20 0 20 40 PERMIT SET Rosboro Springfield Plant Improvements PLANER MILL PAVING PLAN PROJECT: 220x1 C 2 1 2 CHECKED: DATE: 04.12.24 REVISIONS: ■ \NO DUMPING I � a-Ett - % - I \\ I I R CC i - -- - - -- - i; I I P` a o00.000!0' 0.0o o•Goo•G Po eOoo. Oo0o Oo0. 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Matt Keenan Emal�keenan@kpd com G-Ma GL' 1 SN=Keenan,G=US Dare: zoza.io.i 1 is:zs. OREGON oti P� M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com SHEET NOTES 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). O KEY NOTES NOTE DESCRIPTION DETAIL REF. 1 SLOPED SURFACE 2 DRIVEWAY RAMP 1/C314 3 RETAINING WALL - WEST GLULAM 2/C603 4 RETAINING WALL - EAST GLULAM 2/C313 HFV HIGH FLOW VEGETATED FACILITY SEE SHEET C604 GRADING LABEL LEGEND CALLOUT DESCRIPTION X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) [X.X%] SLOPE ORIENTATION INDICATING DIRECTION OF MAXIMUM GRADE (DOWNHILL) SPOT ELEVATION DESCRIPTION LISTED BELOW. 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CONTOUR MAJOR CONTOUR MINOR (FG) CONTOUR MAJOR (FG) REVISIONS DATE # I DESCRIPTION SCALE 1 INCH = 20 FEET 20 0 20 40 PERMIT SET Rosboro Springfield Plant Improvements GLULAM BUILDING WEST GRADING PLAN PROJECT: 220x1 CHECKED: DATE: 04.12.24 REVISIONS: U Q 3 A l0 M 0 I 00 M 0 0 M (U A U / 0 J n / A Q U I O O 4 LA O L I 00 M 0 0 M (U / (U 0 (U !Z U O N L.� C' LA d 4 d 2A 0 - �-� 0 O / O o 0 (473.1 ±) `✓ 0 0 0 �- ) 0 o o 0 0 0 0 O o p ° O Q ° 0 0 0 ° O O° 0 0 0 ° O ° O o 0 ° O ° O -� $ ° o ° o Q o o 0 ep 0 0 0-0/0 Q o o Q 0/ ° oO--cooz 0 0O 0 � �0 O0-0 O0-o 0 0 l0pO °' Q00 � IO0pq- - � 0 0Oo f QO0Q0Q0 00 Q o 0 Q o 00 Q o 00 0 00 o 00/ Q o 0 Q o 0 0 o 6-6-0 �_Q-o 0o� o o 0 ' /I1I0 0 0 0 0 0 0 0 o 01 0 O O° o O° o O° 0/0 0 0 0 010 o 0 O 0 0 0 C) o 0 0 0 0 0 0 0 0 0 0 o C37 0 0 o 0 0 0 o 6�° o o o podD Q 0 Q o 0p o 0 �o'o 10 o o o °'°O ° O0° Op° 70 O °O °O/ O b°OQ° ° O 0/ 0D00 00 000 01 00O16 0/0 0O 0 0 0 0 o 0 O00 O 0O ° O 0 o °0�00 O ° O ° O ° •6 ° O °/O °O O\ O 0 00p00 0 475 0 0 0 0 0 00 0 0 0 o 0 O/D 0 o ° °O d le 0 00 O 0 °O oQ 0000 0 00/0 000 0Oo 00 0o0 0c°o 0Q 000 O d01 ° O 0 0 0 0�0 0 OO O o (`O O 0 O Oo OO o O O O 0 O OO O O o OO Oo OO 0 o Od` OO 0/o000 to O O� 0 0 0 0 o O O O oOO 0 000 O°OQ°b/O0°0 '0/p°0 °00°00°O 'Q0 O� O O O O O O O O O °O0r O 0 ° d ° O ° ° o ° o ° O ° O ° 0 ° 0 ° 0 0 1 : O 0 0 0 01 000009473.08 FG ) 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 p 0 0 0 O 0 0 00 0 00 o'0 O O o O /O o ° OO°o O 0 o 0 0 p 0 0 o o ° 0O °O °o°OO o o o 0 0 0 o 0 0 o o P000 0 o 0 o0 0 o 0 0 o 0 0 0 �0O� o0qO c-O- Q�'c �o 0 O 0 o o 0 o 0 4,0 °Q° o p °l Oo° 0 0 0 0 0 0 0 _U60 o O r o O0 0 l o o�0 o o 000 00 00000 00 0 00 00 jb)O 00�0' o ° O O 0 0 o 0 �° 0 � - °0a 0 O 0 o0 N\ o O Lo O O O OO O - O O0°O oI° Oo° O�00O OO°O 0O OO° OOO°O �°O 0°OO°O Qo O° O O O /O O O O �oo0 O -O O 0 0 0 0 0 0 0 0 0 0 "00 0 )) 0 N - 00°0° 0° �0°0O°0° 0O°00°000° °Qo0°0° O O O 0 O O O O o O O O O O 0 O E,O1 0 5 : A 00 0 0 0 00 0 O' 0 0 p 0 O p 0 0 p o o p 0 0 0 o 0\0 o 00 0 C° O O /o / o 0 0 00 000 000 000 000 0473 ° 01 473.00 FG�-) ° 0 1 ° 0 ° q °/O O 0 O 000Cl0 0 � /o Q o o o p o I o o p o o 0 p o o 0 p o o 0 p o o 0 p o o 0 p o o 0 Q o o 00 o o 00( 472.20 FG O 0 o0 O o O O O O O O O O a--. o o O o Q o 0 o o o ---- o p O -off 0-oO O O o o- ---o o o-Oo Q o OO Oo o O 0 O�-o_p o O p o Op o Op 0 O- �9 0 o O 0 0� -- --o-- O O 0 0 O O O `"' 0o00 00 O 0000 0 41-Q-O, 00 -0- 4-aO 0°O0° O M ° O 00 O 00 O 00 O rd- O O o M \o O O -�O cO o O O O p°Cl %°00 s0° ° 0°�0 ND °00°O�'0°O °o 000Q0 0Q0 0 0 o 0 o o o b _47O 0 0poN 0 0 0 0 0p00p00 o ) 0 o O O O O O 0 O -o- o O 0 p o o 0 0 p 0 0 0 0 0 0 O 471 . 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EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www. kpff. com I SHEET NOTES I I 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR I REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). _ �\ \ /1> v �_ I____ _ _ - - - - - - - - _ _ __________ _ 1 _ 0 o _______________________________ - d _ _------------- 01 - 1- {-------- - ------ - -°: a -- 475.24TP""-"-"I"-"- .t_______________�__I_-____ ____ ___ STORAGE --- --t- ---- ---- -----------f-------------------------1-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=_==-=-=-=-=-= =_ A- : _- A _ - `_ =-_ --_ -_ -_ --_ -_ -_ --_ -_=-_ -a-=-=- WAREHOUSE .,f--------------1-.-.-.-.-.-.-.-.-.-.-.-.- --_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ SD AD-7 _............-.:-I-.__ -t-------------- - I.-.-......... 0 /o _ _ - - - - - - RIM=475.33-_-_-•_f_ _-_•_•-_-_• A- - • • - -I--.-.-_--.-.-_-------- ------- ------- ------- -------.-.-_-_ .-.-_-_ .-.-_-_ .-.-_-_ .-.-.-:.� - - • • - - • • - - • • - - • • - - • • - - • • - - ---•1.9%.-_-_-. - - -.1.. 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SD MH 48 7 -------- --- - - --- - - -- - �� -- - �� - - �\ - - - - - - - - I - - - - - - - - - - - - - -- __ _ - I -- - - - � � I"--•-•----• • RIM=475.37 - �\� _ _ - - - -- I - - - - - - - - - - - - - - -4 : _- - - - - - - - __ -- ------------ - ----- - - --- _ i - 1 �A S ` - � - - - }- - - - - - ----------------------- - - - - - - - ----"1 47 _ _ _ - - -- - - - - - - - - - - - - -��-••--••--••--••--••--••-- S - ----------------------- ---------------- -------------- 1�1- 475.3+ - - - - - - - -• • - - • •- •_ -- _ /- - 475.08 TP � - ( ) - - _ - - - 475.00 TP .•.-.-.•.•.-.- _ - \ - � (475.3±) -- ---- ---------------------------------------------- ---------------- _ _ - I -------------------------------- -------------------------- � - (475.0±) 474.66 LP - - - - � (475.3±) - - - - 1Q�6) _ � - � - (475.6±) - - _ _ --- - � - 3 _ - - � - _ - _ _ a � � _ \ � _� - _ � - --------_ - -----_ --- I'll J _� _ _ � - _ ---- _I � _ -� - - - O KEY NOTES NOTE DESCRIPTION DETAIL I REF. 1 SLOPED SURFACE 2 DRIVEWAY RAMP 1/C314 3 RETAINING WALL - WEST GLULAM 2/C603 4 RETAINING WALL - EAST GLULAM 2/C313 HFV HIGH FLOW VEGETATED FACILITY SEE SHEET C604 GRADING LABEL LEGEND CALLOUT DESCRIPTION X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) [X.Xo� SLOPE ORIENTATION INDICATING DIRECTION OF MAXIMUM GRADE (DOWNHILL) SPOT ELEVATION DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG XX.XX XX BW BOTTOM OF WALL EG EXISTING GRADE FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE TP TOP OF PAVEMENT TW TOP OF WALL (XXX.X±) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND - - - - - - GRADE BREAK SAWCUT LINE. MATCH EXISTING (49) EX. CONTOUR MINOR - - - - -(50)- _ EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) REVISIONS DATE # DESCRIPTION SCALE 1 INCH = 20 FEET 20 0 20 40 PERMIT SET Rosboro Springfield Plant Improvements PLANER MILL GRADING PLAN PROJECT: 220x1 CHECKED: DATE: 04.12.24 REVISIONS: C312 WILSON M 475 470 0+00 RAMP WALL PROFILE SCALE: HORZ: 1" = 2' VERT: 1" = 1' 485 480 475 470 465 0+00 RETAINING WALL PROFILE SCALE: HORZ: 1" = 10' VERT: 1" = 2' 0+50 1+00 1+50 2+00 0+50 485 480 475 470 465 2+30 480 475 470 0+60 ARCHITECTURE wilson-architecture.com 541-912-0878 PROFESS �V\S 1 N 56481 '� l Digitdy sign by Matl Keenan Matt Keenan E- CN=Mall Keenan, E=mattkeenan@kpX.com, G=Matl, SN=Keenan, C=US Date:2 2 A0clI s, - OREGON oti P� M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com REVISIONS DATE # I DESCRIPTION PERMIT SET Rosboro Springfield Plant Improvements RETAINING WALL SECTIONS PROJECT: 220x1 C 3 1 3 CHECKED: DATE: 04.12.24 REVISIONS: WILSON 7 0 O cy) U Pal Q H O RAMP GRADING DETAIL SCALE: 1" = 5' Lj 0 O --L-) --- FOOTING EXTENTS 474.00 TW — — — — — — — — — — — — CD — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — 478.00 TW 472.50 BW I r 476.34 BW G a I ml G Q „I — a Q G _4 I 472.74 TPa C C wewry I < I477.19 FG 477.05 FG ARCHITECTURE wilson-architecture.com 1 541-912-0878 PROFESS/ INp Oyq 56481 �]♦ p r��] Digitallysi",dby Matt aanar. Matt Keenan EN-t.kMali Keenan, E-M.11, SN-K—a., -U DaMall, SN=Keenan, C=US Date: 2026.10.11 13 2� OREGON 19 oti P� M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com SHEET NOTES 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). O KEY NOTES NOTE DESCRIPTION DETAIL REF. 1 SLOPED SURFACE 2 DRIVEWAY RAMP 1/C314 3 RETAINING WALL - WEST GLULAM 2/C603 4 RETAINING WALL - EAST GLULAM 2/C313 HFV HIGH FLOW VEGETATED FACILITY SEE SHEET C604 GRADING LABEL LEGEND CALLOUT DESCRIPTION X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) [X.X%] SLOPE ORIENTATION INDICATING DIRECTION OF MAXIMUM GRADE (DOWNHILL) SPOT ELEVATION DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG XX.XX XX BW BOTTOM OF WALL EG EXISTING GRADE FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE TP TOP OF PAVEMENT TW TOP OF WALL (XXX.X±) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND — — — — — — GRADE BREAK SAWCUT LINE. MATCH EXISTING (49) EX. CONTOUR MINOR — — — — —(50)— _ EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) REVISIONS DATE # DESCRIPTION i SCALE 1 INCH = 5 FEET 5 0 5 10 PERMIT SET Rosboro Springfield Plant Improvements RAMP GRADING DETAIL PROJECT: 220x1 CHECKED: DATE: 04.12.24 REVISIONS: C314 I li ----------- - ® ------ 1Et��r ----- p o - 48" 48„SS - - I � 48"SS � ggISS - - - "SS 48"SS 48"Ss s - OHU p - OHU ----- OHU _ UNION PACIFIC RAILROAD --- ---- - ----- - RIGHT -OF -WAY WAY ----------------------------- 0 0 U Q Cn 75 Q V) 0 0 0 M Cu U O J S Q d Q 4 U :5 / S Q �7 d I � O O ? �Pq O�7 ( d I o �� CD o o d M Cu 'T / CuMCu c� 0 C� / o n / u / 75 O O 2 � O L1 n OHU --- SD STRUCTURE TABLE SD STRU TU RE TABLE SD STRUCTURE TABLE SD STRUCTURE TABLE STRUCTURE ID NORTHING EASTING STRUCTURE ID NOR HING EASTING STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING 106694.00 208519.72 106653.45 209619.46 CO-8 106452.32 209105.95 MH-60-1 AD-1 C13-9 106586.75 209225.13 AD-2 106593.92 208506.33 CB-10 106 00.65 210017.33 CO-9 106440.02 209727.52 MH-72-1 106694.52 209239.51 AD-3 106734.28 208781.90 C13-11 106 59.71 209654.67 CO-10 106541.55 209737.31 MH-HFB-1 106795.70 208481.47 AD-4 106714.43 208930.58 CB-12 150.43 209644.13 CO-11 106698.70 209774.56 OF-1 106785.10 208480.06 AD-5 106695.84 209069.85 CB-13 106 48.22 209852.61 CO-12 106587.22 209763.81 OV-1 106769.54 208460.54 AD-6 106632.96 209997.92 CB-14 106340.96 209924.32 CO-13 106598.32 209995.95 OV-2 106733.36 208455.71 AD-7 106453.79 209980.65 CB-15 106 82.10 1 209986.54 CO-14 106462.73 209982.88 PUB-MH-48-1 106587.16 209582.45 BEND-1 106770.05 208456.78 CB-16 106z 57.72 209993.95 CO-15 106520.68 209988.47 PUB-MH-48-2 106610.84 209615.16 BEND-2 106758.97 208455.30 CB-17 106 39.96 210001.76 CO-16 106733.87 208451.95 SED-MH-60-1 106790.59 208519.77 BV-1 106457.26 209050.47 CBD-1 106z 20.16 209045.49 MH-48-1 106648.08 208500.75 STUB-1 106506.76 208713.20 BWV-1 106579.46 209256.09 CBD-2 106 68.91 209665.20 MH-48-2 106524.20 208484.22 BWV-2 106704.72 208478.83 CBD-3 106 49.03 209807.34 MH-48-3 106440.60 209193.73 CB-1 106494.37 208494.64 CBD-4 106 46.15 209966.37 MH-48-4 106741.33 209795.40 C13-2 106603.25 208457.07 CBD-5 106358.94 209753.32 MH-48-5 106721.17 210004.78 CB-3 106854.86 208739.06 CO-1 106 72.11 208874.53 MH-48-6 106374.38 209744.05 CB-4 106890.98 208793.68 CO-2 106Z.85.34 208775.41 MH-48-7 106352.38 209972.24 C13-5 106813.47 208984.92 CO-3 106Z.98.57 208676.29 MH-48-8 106620.23 209628.12 C13-6 106741.67 209245.88 CO-4 0 106 11.80 208577.17 MH-54-1 106795.70 208447.28 C13-7 106639.80 209251.42 CO-6 106476.79 0 208922.57 MH-54-2 106757.88 208764.81 CB-8 106453.10 209230.02 CO-7 106464.22 209016.74 MH-54-3 106721.10 209040.43 b Px DSO J 2 P �saf [FP - -] [ P] - [FP] n � s - f- - o e i � p yG SD] ep [SD] - `FQ lFA I I p o cl a ILL E [SD] [FP] _ • ---------- � - - � __________ I e ® OVEgHFAp pUCT OVEflHFq e ; I = SPIV I Q� [FP] [ dog �N I �FP] a zo -------- _- ---- _ -- _ `1 O LL ✓ [SD] [ ] [SD] [SD] I "SS T) fl _J 0 I PLANER MILL a y �- EXISTING LUM BER � I � FL STORAGE � WC. AREHOUSE I LL \ I I � I I PN [FP] PII -------------------H -------------------------- ---- - _ PIV--------------- a LL OHU _ L - -� OHU - FP OR9 - [FP [S [FP OHU _ - - _ - _ _ OHU OHU,, I - =FPT - - - - [SD] -LLB [SD] - - CHU OHU - - - - OHU ion WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 PROFESS /0�9 56481 l Digitally signetl by Me eenan Matt Keenan CN-Mat Keenan, Matt %fie@ncln G=Matl kSN'K�nan, C=US Date: 2024.10.11 13: OREGON �9� ✓�� 9 2°2) TyEw M EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com I I I � REVISIONS x - ° DATE # DESCRIPTION I - _ I - SCALE 1 INCH = 50 FEET 50 0 50 100 i PERMIT SET Rosboro Springfield Plant Improvements OVERALL STORM DRAINAGE PROJECT: 220x1 PLAN C400 CHECKED: DATE: 04.12.24 REVISIONS: 0 U P�1 Q 0 8"SD 8"SD 6"SD 0 0 r 0 �n I li o c APPROXIMATE LOCATION OF NON -SURVEYED STORM DRAINAGE LINE. II o CONNECT TO EXISTING o STORM STRUCTURE I SD EX. MH-3 RIM=475.44 FP IE 12" IN=464.57 (E) SD - 12" HDPE FP IE 24" IN=464.57 (N) SD - 24" HDPE IE 24" OUT=464.57 (SW) EX. U) FIELD VERIFY POINT OF CONNECTION a S=0.08 % ' 39 LF - 36"SD O SD SED-MH-60-1 RIM=472.51 IE 12" IN=466.83 (S) i D; IE 36" IN=466.83 (E) 50 IE 36" OUT=466.82 (W) _ � �I O - J EHFV41 l o SD N a A LL O I I A 0 U_ I SD A SD MH-48-1 RIM=472.01 ° IE 12" IN=467.54 (S) a IE 12" OUT=467.55 (N) 12 LF - 4"SD S=1.50% 37 LF - 6"SD ° SD AD-2 o RIM=472.05 SD CB-2 5=2.00% IE 4" OUT=468.28 (W) RIM=471.00 `n SD IE 6" OUT=468.80 (E) c\1 o L� o J q LO C/) N SD I SD MH-48-2 S=0.50% I RIM=472.03 94 LF - 10"SD IE 10" IN=468.17 (E) o 0 s IE 6" IN=468.17 (S) o. IE 12" OUT=468.16 (N) , N SD CB-1 �4a cc-,, RIM=471.80 - / \ IE 6" OUT=468.80 (N) DERAIL - 48"SS , 48"SS I 0 U) 0 0 U) CONNECT TO EXISTING STORM LINE SD CONN-4 IE 8" IN=468.24 (E) SD - 8" HDPE FIELD VERIFY POINT OF CONNECTION APPROXIMATE LOCATION OF NON -SURVEYED STORM DRAINAGE LINE. - 10"SD - CONNECT TO EXISTING 10" SD LINE SD CB-3 RIM=471.82 IE OUT=469.45 (E)10" SD (EX) FIELD VERIFY POINT SD STUB-1 IE 6"=469.41 13LF-6"SD S=2.00% 19LF-8"SD S=2.00% - SD CB-4 RIM=471.23 IE 8" OUT=468.62 (W) CLULgM gUILDIIVC FFE = 4 73.5' IE 10" OUT=469.14 (W) IE 10" IN=469.55 (E) 100 LF _ 10't SD IE 10" OUT=469.64 (W) SD CO-1 48" 48"ss 48"ss _ IE 10" OUT=470.05 (V - SS 48"SS 48"SS 48"SS 48"S !T S= 48"SS - - 48"55 48"SS _-, 48"ss RIIVI-Y! J.JL IE 4" OUT=468.90 (N) Y I I I I I I I I I I I I I I I I I I I "man FP I I I - - 0 I� I I I I I I I I I I I I I I I I I I I I I I 1 2 3 WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 PROFESS/ IN4c- Oyq 56481 l Digitally s,gnad by M DN: CN-Matt Keenan, Matt Keenan E-ma".Ke_n@1Wff.com, G=Matt, SN=Keenan, C=US OREGON Date: 2024.10.11 13: �9TTy 19 M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com SHEET NOTES ON -SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 3/C601. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. ROOF DRAIN LOCATIONS SHOWN. CONNECT ROOF DRAINS TO NEAREST STORM MAIN WITH 4" 0 PIPE AT 2.00% SLOPE U.N.O. (DUTILITY KEY NOTES NOTE DESCRIPTION DETAIL REF. LOW COVER. CROSSING PIPES HAVE CI MINIMAL COVER. CONTRACTOR TO CONFIRM GRADES PRIOR TO CONSTRUCTION. HIGH FLOW VEGETATED FACILITY. PRODUCT HFV TO BE OLDCASTLE BOXLESS BIOPOD, CONTECH FILTERRA BIOSCAPE, OR SIMILAR. SD CONNECT TO STORM DRAIN/ROOF DRAIN. 2/C601 SEE PLUMBING FOR CONNECTION UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX-XX�� ID NUMBER (WHERE APPLICABLE) N=XXXX.XX LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X ]_ PIPE LABEL UTILITY LENGTH UTILITY SIZE XXLF - XX" XX - UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREA DRAIN 10/C601 BUTTER FLY VALVE OR KNIFE GATE BV VALVE BWV BACK WATER VALVE 7/C601 CB CATCH BASIN 4/C601 CBD CATCH BASIN DUAL BASIN 13/C601 CO CLEANOUT TO GRADE 5/C601 HFB HIGH FLOW BYPASS MANHOLE 12/C601 MH FLAT TOP MANHOLE VC601 OV OVERFLOW INLET 10/C601 SED MH SEDIMENTATION MANHOLE 8/C601 STUB STUB REVISIONS DATE # DESCRIPTION SCALE 1 INCH = 20 FEET 20 0 20 40 PERMIT SET Rosboro Springfield Plant Improvements GLULAM BUILDING WEST STORM DRAINAGE PLAN PROJECT: 220x1 CHECKED: DATE: 04.12.24 REVISIONS: C U P�1 Q H C' d 4 d D d b N O i OHU ,\ �— OHU — �— OHU — OHU — OHU _ 1 l — — — — OHU OHU — I I _ I — — __ I — — — FP _ W FP W _ — — — � W I a L I I PI� I I PIV [FP] � [FP] � 4Q� [FP] ------- [FP] _j I PIPE — ...... .. . .. .. . — — -- I _ _ I OHU OHU OHU OHU I v C'V d- U w w 2 cn w w c.n w Z 2 U F— Q ►: WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 PROFESS/ I N , c Oyq 56481 '� l Digitally signed by M ON: CN=Matt Keenan, Matt Keenan KG-Matt,SNn Keenan, C=US Date:2g "g.1113: OREG19 ON oti P� M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com SHEET NOTES 1. ON -SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 3/C601. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 3. ROOF DRAIN LOCATIONS SHOWN. CONNECT ROOF DRAINS TO NEAREST STORM MAIN WITH 4" 0 PIPE AT 2.00% SLOPE U.N.O. (DUTILITY KEY NOTES NOTE DESCRIPTION DETAIL REF. LOW COVER. CROSSING PIPES HAVE CI MINIMAL COVER. CONTRACTOR TO CONFIRM GRADES PRIOR TO CONSTRUCTION. HIGH FLOW VEGETATED FACILITY. PRODUCT HFV TO BE OLDCASTLE BOXLESS BIOPOD, CONTECH FILTERRA BIOSCAPE, OR SIMILAR. SD CONNECT TO STORM DRAIN/ROOF DRAIN. 2/C601 SEE PLUMBING FOR CONNECTION UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX-XX�� ID NUMBER (WHERE APPLICABLE) N=XXXX.XX — LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X ]_ PIPE LABEL UTILITY LENGTH UTILITY SIZE XXLF - XX" XX — UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREA DRAIN 10/C601 BUTTER FLY VALVE OR KNIFE GATE BV VALVE BWV BACK WATER VALVE 7/C601 CB CATCH BASIN 4/C601 CBD CATCH BASIN DUAL BASIN 13/C601 CO CLEANOUT TO GRADE 5/C601 HFB HIGH FLOW BYPASS MANHOLE 12/C601 MH FLAT TOP MANHOLE 1/C601 OV OVERFLOW INLET 10/C601 SED MH SEDIMENTATION MANHOLE 8/C601 STUB STUB REVISIONS DATE I # I DESCRIPTION i SCALE 1 INCH = 20 FEET 20 0 20 40 PERMIT SET Rosboro Springfield Plant Improvements GLULAM BUILDING EAST STORM DRAINAGE PLAN PROJECT: 220x1 C4 1 1 CHECKED: DATE: 04.12.24 REVISIONS: cu U PQ Q H ssD G 0 3 oy G o � OyG 0 0 0 CITY FH 0 10' 0 I 0 B 0 B ° B 0 a y [SD] I ] \ [SD] [SDQi -O-C-OfSnii�� LL ON `FQN sot � `Eel [SD] [SD] / a SD MH-48-4 - [FP] �FQ� RIM=474.89 [F=� [FP] IE 10" IN=471.03 (E) IE 12" OUT=471.03 (SW) ED I I I I I S=1.00 % I 31 LF - 6"SD a I ` I `0\ TRAN - ------- - `Fed 0 B [SD] [SD] [SD] SD CBD-3 RIM=474.63 IE 6" OUT=471.34 (S) I ��iOl Crl nDrl A 1 WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 PROFESS/ INFcc Oyq 56481 Digitally sgned by Matl eenan DN: CN=M. Keenan, Matt Keenan E;.,,U.k, C@kpff .,G=Man, Date: 2024,10.11 13 41' OREGON oti P� M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.kpff.com SHEET NOTES ON -SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 3/C601. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 3. ROOF DRAIN LOCATIONS SHOWN. CONNECT ROOF DRAINS TO NEAREST STORM MAIN WITH 4" 0 PIPE AT 2.00% SLOPE U.N.O. I W � Fi � I 5u t;�-,u1n JU DCIVU-Y.J- I - 4 LF - 8"SD RIM=474.83 F i SD CBD-2 �O°�° E 6SD CO-1 N 1471.17 (S) ° O_ IE 6" OUT=472.40 (W) Q� RIM=474.04 g'��' ,�0,°' IE 6" OUT-471.17 (W) S=0.50 /° � 14 LF - 6"SD SD BEND-45-2 IE 6" OUT=470.69 (S) �F ' S=1.00% SD CB-9 :�s; i �,Q� SD SD X RIM=473.54 Q Q� O UTILITY KEY NOTES IE 6" OUT=470.64 (SE) I v' Co o NOTE DESCRIPTION DETAIL REF. F ] [Fco o _ W �� [FP �,' N LOW COVER. CROSSING PIPES HAVE PI�FP] P v OB O 00 w � I Q a CI MINIMAL COVER. CONTRACTOR TO [FP [ ] 0 I �' I 9) o L CONFIRM GRADES PRIOR TO B PIV WVLT �� I o CONSTRUCTION. " SD MH-48-8 \ s\ ��` -� ` HIGH FLOW VEGETATED FACILITY. PRODUCT CO RIM=474.26 SD HFV TO BE OLDCASTLE BOXLESS BIOPOD, ■LL' IE 12" IN=469.99 (NE) �o I CONTECH FILTERRA BIOSCAPE, OR SIMILAR. I I CONNECT TO STORM DRAIN/ROOF DRAIN. 2/C601 IE 12" OUT=468.00 (SW) °� I SD 16 LF - 12"SD SD SEE PLUMBING FOR CONNECTION I _ I S=0.00% SD AD-6 I I I SD PUB-MH-48-2 I RIM=475.33 L RIM=474.29 I I IE 4" OUT=472.69 (E) LL 1 LF - 4"SD J _ IE 12" IN=468.00 (NE) I I UTILITY LABEL LEGEND w _ IE 12" OUT=469.91 (SW) o I I SD CO-13 w - J C! I IE 8" OUT=472.70 (N) STRUCTURE LABEL 3 / I I ✓ UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY w 20 LF -18"SD ° I SEWER, W=WATER, FP=FIRE PROTECTION) J I S=0.10% SD PUB-MH-48-1 I SD " STRUCTURE TYPE CALLOUT = I - RIM=474.34 I [SD] \ IE 18" IN=469.71 SE U I ' (SE) ) I ❑ XX XX-XX�� ID NUMBER (WHERE APPLICABLE) F-- IE 12" IN=469.71 (NE) EC Q IE 18" OUT=469.70 (W) I SD CO-12 $„ss N=XXXX.XX �� LOCATION (WHERE APPLICABLE) CONNECT TO EXISTING MANHOLE I IE 6 OUT=471.73 (N) Sp � 8"ss E=XXXX.XX SD EX MH-1 LL $"ss RIM=473.80 ° \ s"ss RIM= " I ��A IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) IE 12" IN=469.64 (S) SD- 10" PVC ti I IE OUT = XX.X IE IN=469.68 (NE) EX. 12" IE 18" IN=469.68 (E) SD - 18" HDPE i I° O I [FP] BO OB PIPE LABEL IE 18" OUT=469.62 (W) EX. 18" \ ° FIELD VERIFY POINT \ SD CB-11 ° BO UTILITY LENGTH I OF CONNECTION °I° O RIM=474.04 w J LL � UTILITY SIZE IE 6" OUT=470.96 (SW) SD CB-17 XXLF - XX" XX - UTILITY TYPE N NOv� I PLANER _15 E 6 3t MILL SDC0 " OUT 472.83 (SW) S=X.XX% SLOPE (WHERE APPLICABLE) I SD CO 10 SD IE 6" IN=472.75 (NE) IE 6" OUT=472.75 (S) STRUCTURE TYPE I o�� I IE 6" OUT=472.52 (S) FFE = 475.5' v CALLOUT DESCRIPTION DETAIL REF. I 1'' AD AREA DRAIN 10/C601 I BUTTER FLY VALVE OR KNIFE GATE I SD I BV VALVE I BWV BACK WATER VALVE 7/C601 I " CB CATCH BASIN 4/C601 CBD CATCH BASIN DUAL BASIN 13/C601 CO CLEANOUT TO GRADE 5/C601 EXISTING " j�0 i o � Q Q SD HFB HIGH FLOW BYPASS MANHOLE 12/C601 I MH FLATTOP MANHOLE 1/C601 o , U_ OV OVERFLOW INLET 10/C601 N 0cn SED MH SEDIMENTATION MANHOLE 8/C601 LUMBER 0 RD I o QI STUB STUB STORAGE I M SD o U_ CO o SD CO-14 SD WAREHOUSE IE 6" IN=472.54 (N) N „5p I N 6 SD AD-7 IE 10" OUT= 472.53 (S) RIM=475.33 SD CO-9 IE 4" OUT=472.76 (E) ° „ a I IE 6" IN=471.50 (N) 1 LF - 4 SD SD 0 i t I IE 6" OUT=471.50 (SW) I° O S=2.00% " R MC475610 N SD CB-12 I SD IE 6 OUT=472.76 (W) N ° I o RIM=474.04 I IE 6" OUT=471.30 (NE) I �p°�° S1 1.00 /° SD SD ° o � I z°sb 1- FP] I o - PIV [FP] [ FP] � N = O S I I [FP] O I SD SD o TRA N � I ° SD CB-15 REVISIONS PIV SD MH-48-6 RIM=475.28 DATE IeN x # DESCRIPTION 1, S_ IE 6" OUT=472.56 (W) L o RIM=475.22 E 45% RD r0 IE 12" IN=471.06 (E) 229 LF - 12„11 LF - 6"SD - _ I R _ L IE 18" OUT=471.06 (NW) 14 LF - 6 SD SD S=1.00% � S=1.00 /° Q - -[ � [FP] SD CBD-5 llt - o - [FP] ='�-� 15 LF - 6"SD a - - � [FP] � RIM=474.91 d - - �� S=1.00% SD MH-48-7 Q � _ _ -� IE 6" OUT=471.58 (N) 75.37 � - �� 15 LF - 6"SD RIM0" IN=4 Q - � _ �-� SD CB-13 „ -� IE 10 IN=472.09 (N) Cr OHU _ ��- L RIM=474.91 S=1.00% �- [FP] - [s IE 12" OUT=472.09 (W) d �� OHu _ _ [FP] IE 6 OUT=472.04 (N) SD CB-14 SCALE 1 INCH = 20 FEET £ oHu �- - � �� tosD RIM=474.91 LL -- ° OHU OHU - _ - �' IE 6 OUT=472.37 N ] -- nq 20 0 20 40 [FP] d OHU OHU I _ [FP] _ - [SD] � [SD _ - - [SD] OHU ----[SDI OHU L _ _ - - _ _PERMIT SET OHU OH - - - _ - - - �� _ - Rosboro 'U - � - _ _ - - OH _ _ Springfield Plant Improvements � - - - OHU- - OHU _ _ - PLANER MILL - A PROJECT: 220x1 OHU _ STORM DRAINAGE PLAN - � = OHU _ \_ - CHECKED: C4 1 2 OHU - DATE: 04.12.24 REVISIONS: i O O Lf) U P�1 Q H 0 r, NO DUMPING . _ I II 1 _ " I Q � co - FP FP a- LL Q co FP FP OO IN A a U_ A GLULA M BUIL ZINC I I 98 SS DERa� - �__ _ 48" 48"SS 48"SS r - - 4811sS S _ 48 SS - 48 SS i - - - OHU �I = - - - OHU - i OHU FP STRUCTURE TABLE FP STRUCTURE TABLE W STRUCTURE TABLE S STRUCTURE TABLE STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING BEND-45-1 106769.86 208920.77 STUB-7 106455.85 209982.54 BEND-45-1 106607.21 209553.11 CO-1 106605.47 209689.05 BEND-45-2 106760.75 208908.86 TEE-1 106660.66 209404.25 BEND-45-2 106618.75 209544.28 STUB-1 106469.02 208995.92 BEND-45-3 106763.00 208891.95 TEE-2 106729.21 209225.13 BEND-45-3 106652.72 209613.32 STUB-2 106593.43 209769.69 BEND-45-4 106774.92 208882.84 TEE-3 TEE-4 TEE-5 TEE-6 TEE-7 TEE-8 TEE-9 106748.72 106767.30 106787.15 106713.10 106696.54 106634.60 106455.46 209079.16 208939.89 208791.21 208517.78 208515.57 210004.16 209986.27 BEND-45-4 BEND-90-1 BEND-90-2 BEND-90-3 CONN-1 RPBA-1 STUB-1 STUB-2 TEE-1 WM - 2" 106557.73 106686.93 106730.92 106600.74 106604.57 106606.55 106601.86 106547.16 106661.18 106605.23 209685.93 209553.37 209223.84 209206.47 209572.94 209558.07 209198.04 209765.15 209549.93 209567.98 BEND-90-1 106704.54 209410.11 BEND-90-2 106821.71 208532.28 BEND-90-3 106596.48 208502.20 BEND-90-4 106731.15 210013.47 BEND-90-5 106470.29 209189.06 CONN-1 106629.54 210003.67 CONN-2 106737.00 209952.88 FH-1 106514.20 209252.05 FH-2 106471.44 209180.63 FH-3 106711.91 208526.70 STUB-1 106697.90 209072.37 STUB-2 106716.49 208933.11 STUB-3 106736.34 208784.43 STUB-4 106696.27 208517.62 STUB-5 106596.21 208504.22 STUB-6 106634.96 210000.42 a [SD] 11L I `Fe" I 1Q1 I I I I [FP] Bg -�i o o a I 1 . I I `Q 1 z I I I J 'I LcL -J I �I [SD] [ [SD] [SD] [SD] I `e� N EXISTING LUMBER STORAGE WAREHOUSE I I �o I I I � I a z .RAN [ OHU _ D OHU _ p OHU,, -_ - - = OHU - OHU OF{cYj [FP] --r[FP] F PLANER MILL a U_ ``� [FP] Ln�__ _ - - - - - [SD] OHU - OHU I _ I _ 0 I_ I _ _ I_ I �H� I I I I I a LE WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 �EZ PROFESS/ �GIN4c- Oyq 56481 '� l Digitally sign by MA Keenan G E= Matt Keenan DN:CN=Matl Keenan, 1 1 1 1 mattkeenan@kpX.corr, -Ma11 SN-Keenan, C=US Dale:-4.10.11 13 4a OREGON oti P� �9T �� M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com REVISIONS DATE # I DESCRIPTION SCALE 1 INCH = 50 FEET 50 0 50 100 PERMIT SET Rosboro Springfield Plant Improvements 61 E OVERALL UTILITY PLAN PROJECT: 220x1 CHECKED: DATE: 04.12.24 REVISIONS: C 0 In U pa i I U 0 8"SD 8"SD 6"SD 0 L, 0 �O i 10"SD 6"SD 6"SD 6"SD CO 0 \ 0 U) \ ' Y I CO 0 I I WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 �EZ PROFESS/ �GIN4c- Oyq 56481 l Dig@ally signed by Me +♦ DN: CN=Mafl Keenan, Matt Keenan E= n,keenan@kpff.,o G=Maft, SN=Keenan, C=US Date: 2024,10,11 13: OREGON oti P� �9T �� 19, M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com SHEET NOTES 1. ON -SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 3/C601. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE.SEE SHEET C500 FOR STRUCTURE TABLE. 3. INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 6/C601. 4. FIRE PROTECTION LINES TO BE JOIN TRENCHED WITH SUB UNDERGROUND POWER. JOINT TRENCH SEPERATION PER SUB REQUIREMENTS. (DUTILITY KEY NOTES NOTE DESCRIPTION DETAIL REF. CONNECT TO EXISTING FIRE PROTECTION 1 SYSTEM PROPOSED STORM SYSTEM SHOWN FOR 2 REFERENCE. SEE SHEET C400-C403 FOR STORMWATER PLANS. CONNECT TO EXISTING SANITARY SEWER 12/C601 STRUCTURE WITH INSIDE DROP. ADJUST 3 RIM TO FINISHED GRADE. FIELD VERIFY INVERT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. RECONNECT EXISTING FIRE LINE AS SHOWN. CONTRACTOR TO LOCATE EXACT 4 LOCATION OF FIRE LINE PRIOR TO CONSTRUCTION. 5 WATER POINT OF CONNECTION. 4/C602 CONNECT TO EXISTING SANITARY SEWER STRUCTURE. FIELD VERIFY INVERT 6 ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. LOW COVER. CROSSING PIPES HAVE Cl MINIMAL COVER. CONTRACTOR TO CONFIRM GRADES PRIOR TO CONSTRUCTION. CONNECT TO FIRE PROTECTION SYSTEM. FP SIZE AS NOTED. SEE PLUMBING PLANS FOR r- CONTINUATION. Ln S CONNECT TO WASTE LINE. SEE PLUMBING U PLANS FOR CONTINUATION. SIZE AS NOTED. w CONNECT TO COLD WATER SYSTEM. SEE = W PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. w cn II UTILITY CROSSING. PROVIDE 12" MIN w CLEARANCE, U.N.O. Z UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX-XX�� ID NUMBER (WHERE APPLICABLE) N=XXXX.XX LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X ]_ PIPE LABEL UTILITY LENGTH UTILITY SIZE XXLF - XX" XX - UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. CO CLEANOUT TO GRADE 5/C601 FH FIRE HYDRANT 3/C602 HB HORIZONTAL BEND 6/C601 PLUG PLUG 9/C601 REDUCED PRESSURE BACKFLOW RPBA 1/C602 ASSEMBLY STUB STUB TEE TEE CONNECTION 6/C601 WM WATER METER REVISIONS DATE # I DESCRIPTION SCALE 1 INCH = 20 FEET 20 0 20 40 PERMIT SET Rosboro Springfield Plant Improvements GLULAM BUILDING WEST UTILITY PLAN PROJECT: 220x1 C510 CHECKED: DATE: 04.12.24 REVISIONS: E i I U L O L 1 — OHU 1 OHU — 332 LF - 2-1/2"W 37 LF _ 8t FP FP - FP BEND-90-1 �W a U_ u- V V- I I IV PIV [FP] [FP] CONNECT TO EXISTING FP STRUCTURE 1 [FP] — [FP] FIELD VERIFY POINT OF CONNECTION nJ Ln U I— w w 2 cn w w V) w z 2 U Q ►i WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 ,�aED PROFESS/ �G INFc° Oyq 56481 l Digitally vgnetl by Ma DN: CN-Matt Keenan, Matt Keenan E= 1t.kee C.Ipff m, G-M., SN=Keenan, C=US OREGON Date: 2024.10.11 13: oti P� 19 M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com SHEET NOTES 1. ON -SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 3/C601. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE.SEE SHEET C500 FOR STRUCTURE TABLE. 3. INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 6/C601. 4. FIRE PROTECTION LINES TO BE JOIN TRENCHED WITH SUB UNDERGROUND POWER. JOINT TRENCH SEPERATION PER SUB REQUIREMENTS. (DUTILITY KEY NOTES NOTE DESCRIPTION 1 CONNECT TO EXISTING FIRE PROTECTION SYSTEM PROPOSED STORM SYSTEM SHOWN FOR 2 REFERENCE. SEE SHEET C400-C403 FOR STORMWATER PLANS. CONNECT TO EXISTING SANITARY SEWER STRUCTURE WITH INSIDE DROP. ADJUST 3 RIM TO FINISHED GRADE. FIELD VERIFY INVERT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. RECONNECT EXISTING FIRE LINE AS 4 SHOWN. CONTRACTOR TO LOCATE EXACT LOCATION OF FIRE LINE PRIOR TO CONSTRUCTION. 5 WATER POINT OF CONNECTION. CONNECT TO EXISTING SANITARY SEWER 6 STRUCTURE. FIELD VERIFY INVERT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. LOW COVER. CROSSING PIPES HAVE CI MINIMAL COVER. CONTRACTOR TO CONFIRM GRADES PRIOR TO CONSTRUCTION. CONNECT TO FIRE PROTECTION SYSTEM. FP SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION. S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. CONNECT TO COLD WATER SYSTEM. SEE W PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. 11 UTILITY CROSSING. PROVIDE 12" MIN CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL DETAIL REF. 12/C601 4/C602 UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX-XX�� ID NUMBER (WHERE APPLICABLE) N=XXXX.XX LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X ]_ PIPE LABEL UTILITY LENGTH UTILITY SIZE XXLF - XX" XX — UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF CO CLEANOUT TO GRADE 5/C601 FH FIRE HYDRANT 3/C602 HB HORIZONTAL BEND 6/C601 PLUG PLUG 9/C601 REDUCED PRESSURE BACKFLOW RPBA 1/C602 ASSEMBLY STUB STUB TEE TEE CONNECTION 6/C601 WM WATER METER REVISIONS DATE I # I DESCRIPTION SCALE 1 INCH = 20 FEET 20 0 20 40 PERMIT SET Rosboro OH - / _ _ Springfield Plant Improvements OHU — °Hu _— — RD I GLULAM BUILDING EAST — OHU � oHu oHu _ � — I UTILITY PLAN � I OHU � _ PROJECT: 220x1 C511 OHU OHU I CHECKED: I v DATE: 04.12.24 REVISIONS: (U .4 L0 U pa i r, 5 q U U N L L_ I ►] IFPI OHU OHU — [SR�� _ E — OHU — — [FP] — [FP] _ _ [FP] — SD �� 10"SD O LL =OHU OHU — — I— _ — [FP]--- — — [SD]— — [SD] [FPOHU [FP] [SD] ——[FP] P] [SD ]OHU F� [SD [SD] — _ OH — — — — —- - — —OHU — �— --I_ _ — — OH � — OHU — OHU — — _ �_�� OHU — — OHU — — OHU WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 �vED PROFESS/ �GINFcc Oyq 56481 { ppy� Dgd IN s.gn by—K..... Matt Keenan DN G.= Keenan, E=matl.keenan@kp0.com, 6-Mai:, SN=Keanan, e: 2024 101111 13:362 OREGON 19 oti P� M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com SHEET NOTES 1. ON -SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 3/C601. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE.SEE SHEET C500 FOR STRUCTURE TABLE. 3. INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 6/C601. 4. FIRE PROTECTION LINES TO BE JOIN TRENCHED WITH SUB UNDERGROUND POWER. JOINT TRENCH SEPERATION PER SUB REQUIREMENTS. (DUTILITY KEY NOTES NOTE DESCRIPTION 1 CONNECT TO EXISTING FIRE PROTECTION SYSTEM PROPOSED STORM SYSTEM SHOWN FOR 2 REFERENCE. SEE SHEET C400-C403 FOR STORMWATER PLANS. CONNECT TO EXISTING SANITARY SEWER STRUCTURE WITH INSIDE DROP. ADJUST 3 RIM TO FINISHED GRADE. FIELD VERIFY INVERT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. RECONNECT EXISTING FIRE LINE AS 4 SHOWN. CONTRACTOR TO LOCATE EXACT LOCATION OF FIRE LINE PRIOR TO CONSTRUCTION. 5 WATER POINT OF CONNECTION. CONNECT TO EXISTING SANITARY SEWER 6 STRUCTURE. FIELD VERIFY INVERT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. LOW COVER. CROSSING PIPES HAVE Cl MINIMAL COVER. CONTRACTOR TO CONFIRM GRADES PRIOR TO CONSTRUCTION. CONNECT TO FIRE PROTECTION SYSTEM. FP SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION. S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. CONNECT TO COLD WATER SYSTEM. SEE W PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. II UTILITY CROSSING. PROVIDE 12" MIN CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL DETAIL REF. 12/C601 4/C602 UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX-XX�� ID NUMBER (WHERE APPLICABLE) N=XXXX.XX LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X ]_ PIPE LABEL UTILITY LENGTH UTILITY SIZE XXLF - XX" XX — UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF CO CLEANOUT TO GRADE 5/C601 FH FIRE HYDRANT 3/C602 HB HORIZONTAL BEND 6/C601 PLUG PLUG 9/C601 REDUCED PRESSURE BACKFLOW RPBA 1/C602 ASSEMBLY STUB STUB TEE TEE CONNECTION 6/C601 WM WATER METER REVISIONS DATE I # I DESCRIPTION SCALE 1 INCH = 20 FEET 20 0 20 40 PERMIT SET Rosboro Springfield Plant Improvements PLANER MILL UTILITY PLAN PROJECT: 220x1 C512 CHECKED: DATE: 04.12.24 REVISIONS: 3" MAX CLEARANCE d _.A G ° -A- ° d OF SECTION A -A CLAMP DETAIL CARRIER PIPE 1/4 OF PIPE DIAMETER 2-304 SS 1/2" ANCHOR BOLTS PER CLAMP EMBEDED 1-1/2" INTO MANHOLE WALL, BOLT LENGTH VARIES STAINLESS STEEL PIPE CLAMP USE DROP BOWL MODEL A-4 AS PRODUCED BY: RELINER-DURAN, INC. OR EQUAL. NO HOOD SHALL BE USED ABOVE BOWL LANDSCAPE (WHERE APPLICABLE) TOP OF PAVEMENT (WHERE APPLICABLE) A BARS 2" TOP OF WALL MIN. (TW) SEE PLAN 6" "CHAMFER 1 3 MAX. BACKFILL ELEVATION MAX. z d Q O x1-- l w t �_� 61 a d cn 2 MIN. w 0 ATTACH DROP BOWL TO MANHOLE WALL WITH B BARS FOUR 3/8" DIA STAINLESS STEEL BOLTS IN LEAD v d TOP OF NOTCH INCOMING EXPANSION ANCHORS. PER MANUFACTURER'S GROUND STUB SEE "V" NOTCH SPECIFICATIONS d _ - _ (WHERE DETAIL 2" a a. - APPLICABLE) DROP BOWL DETAIL CLR DRAINAGE FILL C BARS i. 1 ww 3MAX. w��o CUT A "V" NOTCH 2" (W) x 1" (D) AT THE INVERT OF 4" } � z O U) 1- THE INCOMING PIPE FILTER FABRIC D BARS a :° z Q Q 0- Q U -0 d: a c 2" CLR • 450 311 �' - 4" PERF. PIPE. SLOPE CLR • • d _ _ • Q 0 o TOP OF TO v a F BARS E BARS d d •�°°"3��" °� I N FOOTING= II\ /I� NOTCH DETAIL DRAIN -_ =� _ _ � • CLR ° � SEE PLAN V CONSTRUCT PIPE WITH WATERTIGHT SEAL ° • ° • I _ _ AND CONNECTION. PROVIDE A SANDED _ _ 0 0 0 oDo COLLAR FOR CARRIER PIPE. GROUT VOIDS AT MH WALL AROUND CARRIER PIPE 11 MINI I -I I -III -I COMPLETELY FILL STUB PIPE 2" INTO MANHOLE = I ,-I I _IT_ 3" CLR I=1 COMPACTED VOIDS AT MH WALL A d_ 'W' FILL OR WITH GROUT STEP FOOTING UNDISTURBED d d PER DETAIL NATIVE SOIL CARRIER PIPE (WHERE APPLICABLE) IE=PER PLAN 18" MAX TO FIRST FLEXIBLE JOINT (RIGID PIPE ONLY) DROP BOWL, OR EQUAL FERNCO ADAPTOR, OR EQUAL ANCHOR DROP IPE WITH 304-SS PIPE d _ CLAMP AND ANCHORS, MIN. 2 PLACES. MAXIMUM SPACING OF CLAMPS SHALL BE 4 FEET L EXISTING MANHOLE WALL _ 4" DIA. PIPE DROP PIPE, ASTM D3034 SDR35 PVC PIPE GLUE FITTING ASTM D3034 SDR 35 450 PVC ELBOW. CHANNEL BASE a• (ORIENT OUTLET IN DIRECTION OF FLOW) a MAIN SEWER d d• A .44 4 9 -d 4 INSIDE DROP MANHOLE SCALE: NTS C) 0 t,0 U 65 Q WALL FOOTING SCHEDULE WALL TYPE OX H' HEIGHT 'W' WIDTH A BARS B BARS C BARS D BARS E BARS F BARS A 4'-0" T-0" #4 @ 12" O.C. #4 @ 12" O.C. #5 @ 12" O.C. (3) #4 LONG #5 @ 12" O.C. (3) #4 LONG B 4'-6" T-6" #4 @ 12" O.C. #4 @ 12" O.C. #5 @ 12" O.C. (4) #4 LONG #5 @ 12" O.C. (4) #4 LONG C 5-0" T-6" #4 @ 12" O.C. #4 @ 12" O.C. #5 @ 12" O.C. (4) #4 LONG #5 @ 12" O.C. (4) #4 LONG D 6'-0" 4'-6" #5 @ 12" O.C. #4 @ 12" O.C. #5 @ 12" O.C. (5) #4 LONG #5 @ 12" O.C. (5) #4 LONG E T-0" 6'-0" #5 @ 12" O.C. #4 @ 12" O.C. #5 @ 12" O.C. (6) #4 LONG #5 @ 12" O.C. (6) #4 LONG NOTES: 1. RETAINING WALL IS CONCEPTUAL IN NATURE AND IS SHOWN TO REPRESENT THE CONSTRUCTION DIMENSIONS AND REINFORCEMENT OF A TYPICAL CAST -IN -PLACE CONCRETE RETAINING WALL. 2. DESIGN SHOWN IS BASED ON ALLOWABLE SOIL PRESSURE OF 2000 PSF, ACTIVE PRESSURE OF 35 PCF AND PASSIVE PRESSURE OF 250 PSF APPLIED AT TOE. NO SOIL SURCHARGE OVER TOE IS ASSUMED. 3. CONFIRM DEMENSIONS WITH GEOTECHNICAL RECOMMENDATIONS FOR PROJECT SPECIFIC VALUES. CONCRETE RETAINING WALL SCALE: NTS 8" THICK PORTLAND CEMENT CONCRETE .1 - _ - - _ _ _ d- d° - - _ _ - d _ °G - e -� - _ d -° _ - ° _ - d -°- - d °. _ - ° - - a - c - - a - o --, o - ° 0 0 . o ° O. 0 --- . 0 - 57- 0 00 00 0 0°°0 op 00, 0 0 0 0p o0.0 0° 00 0 p •0 000 op o0. 0 0°0°00 ° °0 .0 0 op•o 0.o .0 00 OQ.o .0 00.0p o o .0 0°00°00.0 00 .0 00°op Q0 .o 00 00 o p a o, o°° 0° 0 0 0 00 ° 0 0, o°° 0 0 0 °0 0, o° .0 0 °° 0 °0 D °o° o. 0°� 0°° 0° 0 °00 0.o p.° 0 °° 0 °o p °o III -II III -III -III -III -III III-IIII -III-III-III III-1 -III�- COMPACT SEPARATION GEOTEXTILE 12" OF BASE SUBGRADE COURSE NOTES: 1. - CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. VEHICULAR CONCRETE SECTION SCALE: NTS 18" BASE COURSE ,00p°oo OOso_°o0o °_o o_ D"000c V.o°00 0 .00.0 °Oop o0°00 0- "YYo c°oo0 `U opV o°p°°G o0- °o V °°0°0 o eo op0 o p o . o. 0 D o 0 ° p o p ° o o p 0 . 0. 0 O 0 p , o •0 °0 0 00 0 o .0 op o0 v .0 °0op 00 op° O.o O o0 0 .o .0 00 op°o .o o°°o op00 00 00.00°°0°00 0000, 0.00°°0°op00 a .0 0°00.0 °00 0Q 00, o.00°°0°op00 0°°0°°00 1 �-I I I -I I I - III -I I I -I I I I I -I I I I I -I I -I I I -III- III -III-I I -i-III I I;, I I I I I I I I I I I; ,III-111 I I I I I;, 11=1 I I„I I I I I I I I I, ; 111- COMPACTED SEPARATION GEOTEXTILE SUBGRADE GRAVEL SURFACING SCALE: NTS SEE PLAN CONCRETE SIDEWALK 1.5% 4" MIN. THICKNESS -III-I d •d -d ° , d -d d � o �0 ° p 00 0 U O oO ° O `O ° O `O ° O `O ° °O ° _ III-III-lil- 3" BASE COURSE ; _I1; , I , NOTES: 1. CONSTRUCT JOINTS PER SIDEWALK JOINTS DETAIL 10/C600. TYP. CONCRETE SIDEWALK SCALE: NTS k_• J I-: •�I I El _I- - a D -III I- I; III -I I II, ,IIII I __ -1 I I; o z- F._,. . I__ K AD C.o � 18"0 MIN I� SECTION PIPE BOLLARD (6" DIA) J % SCALE: NTS 1 /8" TO 1 /4"' TOOLED °- - °- - - 44" - -A - A,. -A_ - _d �11R _ - - d G o - _ ° 4-- (TYP.) ° d _:A A a . d - SCORE JOINT ,,, 8" FIBER EXPANSION BOARD WITH BACKER JOINT SEALER ROD ° d DRAINAGE - _ °"a d. STRUCTURE, d• _ ° - MANHOLE, FOOTING OR SIDEWALK/ DRIVEWAY EXPANSION / ISOLATION JOINT SMOOTH GROUT RADIUS TOP 3" WIDE BAND OF WHITE REFLECTIVE TAPE STD. 6" DIA. SCHED. 40 GALVANIZED STEEL (PAINTED YELLOW) FILLED WITH CONCRETE FINISHED GRADE I. 3300 PSI CONCRETE 1 /8" TO 1 /4" TOOLED D/3 a -; _d_ --- -d - R " 4:-4 a_ (TYP.) °• CONTRACTION JOINT JOINT INTERVALS TABLE TYPE SPACING OR AT... SCORE 5' TYP. LOCATIONS SHOWN ON PLANS CONTRACTION 15' MAX. END OF RAMPS AND DRIVEWAYS POINTS OF TANGENCY AND EXPANSION/ 2001 AT ENDS OF EACH ISOLATION DRIVEWAY OR OTHER FIXED OBJECTS MONOLITHIC CURB AND SIDEWALK SHALL BE 45' MAX. NOTES: 1. CONTRACTION JOINTS MAY BE USED IN PLACE OF SCORE JOINTS. 2. CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF CONTRACTION JOINTS. 3. PROVIDE MEDIUM BROOM FINISH WITH NO TOOL MARKS. TYP. SIDEWALK JOINTSSIDEWALK JOINTS SCALE: NTS EDGE OF AC PARKING LOT ADA 3 SIGN T� V6. 1' 4" WHITE STRIPE (TYP.) \ 24" MIN. T x'i 12" 00 N f 60" 360 PRECAST 2 CONCRETE CV6. WHEEL STOP (WHERE WILSON APPLICABLE) ARCHITECTURE 2' (TYP.) 4" WHITE STRIPE (TYP.) 12" 36° ANGLE ORIENTATION FOR FIELD LAYOUT 12" A? z T 9' TYP. 6' (8' VAN), TYP. 9' STD STALL (U.N.O.) (U.N.O.) (SEE PLAN) BLUE BACKGROUND ADA SYMBOL AND "VAN" (OPTIONAL) ACCESSIBLE TEXT SHALL OCCUR ONLY AT STALLS SHOWN ON PLANS TYPICAL PARKING LAYOUT SCALE: NTS IAI0TA1 I OlAll ., 4011 r%nIAIM ► / � UrCFiIIVFiVC Y I I SLOT, TYP. II U NOTES: 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER. PRECAST CONCRETE WHEEL STOP SCALE: NTS / �l 12" �\ \ --SIGN NO. R7-8 PER MUTCD I --ATTACH SIGN NO. VAN R7-8P WHERE SHOWN ON PLAN ACCESSIBLE NOTES: 1. 2" ID GALVANIZED STANDARD STEEL PIPE WITH CLOSED TOP (ASTM A120-65). E2 2. 8" DIA. CONCRETE FILLED POST HOLE. ADA PARKING SIGN SCALE: NTS AC SURFACE COURSE: 3" OF DENSE GRADED, AC BASE COURSE: LEVEL 2 HMAC 6" OF DENSE GRADED, LEVEL 2 HMAC 0.00 •° 0 • o °-o„ p •00 ,000 • 0 • o- „ 0 0 .0 0 00 • o °-o o°p •0 0 ° O • o „ 0 0 °o- ° 0 ° o .. 0 p -0 0 •o� 1 D o . o O o . 0 ° o p° o , 0 0 0 0 . 0 D o o Ooo0 .° 0 0 .0 o O 0°0 0.00 •00 .o � .0 ° Do°° 0 •0 0 ,0 0 .o °•00 0°00 .0 0 .o O °0o Do°00 •0 0 00 .o ° 00 0°00 °OQ.o .0 00°00.°0 .0 °oo 00• 0.0 0 op°o .o .0 00 op°o .0 .0 0°p O.o 0 o p o 0. 0 . 0 0 D 0 0 0 0° o° 0 0 °00 . C . 0 0 o p o 0 Oo . 0 0 0 0 0 o p, c,0 . o° o =i , 1111 111=ill , I I I 1111, ,111=III III, , , III=111, ,111--I I I I, ; I I (- COMPACTED 19" OF BASE SEPARATION GEOTEXTILE SUBGRADE COURSE ASPHALT PAVEMENT SECTION - TYPE 1 SCALE: NTS AC SURFACE COURSE: 3" OF DENSE GRADED, AC BASE COURSE: LEVEL 2 HMAC 3" OF DENSE GRADED, LEVEL 2 HMAC ----------------------------- °o p 00. o .v0° O o 0 °0VO . o ' D .0v0 o. o- ° 0 -0-0 Oo o•-0` u 0 0 °a 0 0. o- V o 0 °0 0 o o . 0 D o 0 p o 0 00 00.0°0°00.0.000°0 .o .0 °000 0000.0 .0 °000 0p 00°00,o°0°op00,o o . o - 0 0 , 0 0 0 0 p o 0 0 00 0 0.°o . 0 00 O o 0. o D 0 0 o p 00 . 0 . 0 0 0 0 ° p, 0• o° o p .00 . o . 0 0 0 00.0 0 0 0 op o •0 .0 0°0 .0 0 op o .o .0 op o00 .0 op o0 00 -1I- 1 i I -I I i I -III -I i- COMPACTED 12" OF BASE SEPARATION GEOTEXTILE SUBGRADE COURSE ASPHALT PAVEMENT SECTION - TYPE 2 SCALE: NTS wilson-architecture.com 1 541-912-0878 �EZ PROFESS/ �GINFcc Oyq 56481 l D"IIy signed by Ma DN: CN-Malt Keenan, Matt Keenan G-M k,-na,@kpffKeenan,. US Date: 2026.1 all 13: ORE oti P� a M. w w EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com REVISIONS DATE # DESCRIPTION PERMIT SET Rosboro Springfield Plant Improvements N E PROJECT: 220x1 CHECKED: DATE: 04.12.24 REVISIONS: CIVIL DETAILS C 0 �,D U I� 3 q e) u 5 L D L MH F&C 24" Clear Access 275 Ibs. FLAT TOP -� 1,650 Its. Inlet BASE HI -FLOW BYPASS MANHOLE Weir Wall - HIGH FLOW BYPASS MANHOLE High Flow Bypass Pipe Steps as Required Grade Rings as Required Low Flow Pipe to Treatment SEPARATOR till 11' 4" Thick Weir Wall (Overflow Elevation at Centerline of Inlet Pipe Unless Specified) To Storm or Sewer ti Hole for Low Flow Pipe Size and Location as Required Hole for High Flow Pipe Size and Location as Required Hole for Inlet Pipe Size and Location as Required SECTION VIEW Note: For Additional Manhole Sizes, See Manholes & Drainage Section ate: Designed for 0 to 5-0" of Cover HI -FLOW BYPASS Oldcastle Precast' File Name:020-HIFLOW HI -FLOW BYPASS PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2016 MANHOLE Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville 2.0 HIGH FLOW BYPASS MANHOLE SCALE: NTS 53" � I► NOTES: BOX FABRICATED FROM QIL] 10 GA. MATERIAL II - C I II - - - - - ----- OUTLET 48" LONG DUCTILE IRON SOLID LID & DUCTILE IRON GRATE 1 3 PLAN VIEW L22x22x16 BIKE PROOF, HEAVY FRAME DUTY TRAFFIC GRATE SUPPORTS AASHTO 53" H2O LOADS I I SEDIMENT - T I TRAP I I OUTLET I I I I h_ I � I I 42" I i I SEDIMENT TRAP W/ HINGED C\2 LID I I I 48" SIDE VIEW ISOMETRIC STATE APPROVED - ASPHALT DIPPED 24"x42" - 6"0 OUTLET DWG # SAND COLLECTOR CATCH BASIN MODEL: SC810-42HB-6 D2 DATE: 1111912020 SCALE: NONE Gibson Steel Basins, Inc. 1040 Arrowsmith St. Eugene Or. 97402 (541) 484-7200 or (800) 574-8096 Visit us at: www.gibsonsteelbasins.com EST. 1996 Email us at: sales®gibsonsteelbasins.com CCB 150089 CATCH BASIN - DOUBLE BASIN SCALE: NTS MANHOLE FRAME AND COVER AS SPECIFIED /.,</.I<.l</\,</\ �Q N NOTE 1 PIPE = � INS w - GROUT FRAME, TYP. FINISH GRADE \"< \��/.��%i.,<i. GRADE RINGS 3 MIN. 12" MAX. 48" 5" 0 LQ 12" TYP. ENCASE PIPE 3" MIN. 8 MIN. - - CONNECTION IN 3000 PSI MIN. CONCRETE, TYP. 6" TYP. OUTLET PIPE TO DRYWELL 6" MIN. J -' 0.10' FLEXIBLE COUPLING = FERNCO #1006-1010 OR APPROVED EQUAL PREFORMEDRUBBER _ 90° SHORT RADIUS ELBOW GASKET TO MATCH OUTLET PIPE _, SIZE •• • o • o o • o • o • o • o • o•' • o oo t�12"BASE o . o ° ° . o ° o . o ° o . o ° o . ° ° o . ° ° o . ° ° O . o ° ° . o ° o MATERIAL NOTES:.o°°.,°°.,°°.,°°.,°°.,°°.°°°.°°°.� 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT WITHIN 181, OF MANHOLE VAULT. SEDIMENTATION MANHOLE SCALE: NTS PIPE TO BE FILL PIPE WITH CONC. 1' ABANDONED MIN. INTO PIPE 3" PACKING MATERIAL TO CONTAIN CONCRETE � PLUG J % SCALE: NTS 3_ • °. C 6 3" 6" 6" 3" BEEHIVE GRATE, MANHOLE FRAME SEE DTL. BELOW SEE DTL. BELOW RIM= SEE PLAN EPDXY MANHOLE FRAME WIRE ROPE. TO STD. REINF. CONC. PIPE CLASS II SEE NOTE 1. TOP OF HIGH FLOW STORM WATER FACILITY #4 REBAR PERF. PIPE U-BOLT WHERE SEE NOTE 2 24" APPLICABLE -� - FLOW o00 - CONNECT TO MANHOLE OR INLET °_ ------- - _- 23% -- - -4 3000 PSI COMMERCIAL 3000 GRADE CONCRETE 4" 24 %" BEEHIVE GRATE 24"x4" REVERSIBLE MANHOLE FRAME NOTES: 1. SECURE GRATE IN PLACE WITH 54-INCHES OF WIRE ROPE. LOOP ENDS OF ROPE AROUND U-BOLT AND GRATE AND CLAMP. WIRE ROPE SHALL BE 1/8" -3/16" STAINLESS STEEL, 7 STRANDS OF 19 WIRES. 2. DRILL 2" DEEP HOLES INTO PIPE AND EPDXY #4 REBAR U-BOLT (2"X4") ANCHOR IN HOLES 3. GRATE SHALL BE CAST IRON, ASTM A48 CL30. OVERFLOW INLET SCALE: NTS TOP OF PAVEMENT (WHERE APPLICABLE) ENGINEERED FILL L3" NOTE 1 //. 1211 HEAVY DUTY 15"± SQ. TRAFFIC GRATE. RIM=PER PLAN TOP OF GROUND (WHERE 1 APPLICABLE) PIPE SIZE PER PLAN 12" - IE PER 1 PLAN COMPACT SUBGRADE _ NOTE: 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. TRAPPED AREA DRAIN SCALE: NTS HARD SURFACE LANDSCAPE AREA CAST IRON FRAME AND I MECHANICAL PLUG COVER TO FINISHED GRADE IN I WITH GASKET PAVED AREAS RISER O.D. CAST IRON FRAME AC PVM'T OR CONC. PAVING OR + 2" MIN. SET IN CONCRETE OTHER SURFACING I1"MAX. 2" MIN. 00. s I Ij . z . o ° o ; #4 HOOP CENTERED IN n�oo _ ° • o d I I- 3000 PSI CONCRETE ° ° • ° I I I: PAD. °.o I °° °- o .o °o c °0°0�0 - 4" MIN. ^ ° ^ oo ° I I PROVIDEY4" MIN. 0 0 0 o CLEARANCE FOR '.o ', ° o CONCRETE PAD AND RISER PIPE RISER PIPE oo ° ° ° o L o 0 o o I p •op o o, p o0 ° o o p'o 0 °0 oC o �0 0 0 'o o TRENCH BACKFILL . p • o ° oop o0go or . oo o o o.o op oo. .o ° ° oo °° o/ o° o o WYE BRANCH ° ° / °0 0 0 ° oo o 45° BEND ° o c ° o 0 CARRIER ° °0 0 PIPE ° 1. °Ir INSTALL PLUG WITH GASKET IF END OF LINE 0 0. o o. o o o a o o u �_� SERVICE CONNECTION °00 .00 c°0 00. o� o'v o0. o°O �0 co ,° °� IF REQUIRED o °oo.o .. o 0 o0 o..op �o.o ^op• BEDDING MATERIAL NOTES: 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 2. FOR CARRIER PIPE SIZE 6" 0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE. 3. FOR CARRIER PIPE SIZE 8" 0 AND LARGER, RISER PIPE SHALL BE 6" 0. 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. STANDARD CLEANOUT (COTG) % SCALE: NTS EACH AREA IS Y2OF %" PLYWOOD OVE TABULATED TOTAL AREA FACE OF BOLTS TEE PLUGGED CROSS WYE PLUG OR CAP I V_: 1 A2 BEND PLUGGED CROSS TEE 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLAN; e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) STATED IN THE SPECIAL SPECIFICATIONS. 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCK IN SQUARE FOOT TEE PLUGGED ON RUN FITTING TEE, 90° BEND Al A2 45° BEND 22/2° SIZE WYE, PLUGGED BEND BEND PLUG, CROSS OR CAP 4 1.0 1.4 1.9 1.4 1.0 6 2.1 3.0 4.3 3.0 1.6 1.0 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 NOTE: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARING STRESS)X(TABLE VALUE). THRUST BLOCK SCALE: NTS FRAME AND COVER SIMILAR TO STD. CLEANOUT DETAIL EXTENDABLE BACKWATER VALVE FLOW FLOW � I I so NOTES: 1. EXTENDABLE BACKWATER VALVE TO BE MANUFACTURED BY CLEAN CHECK OR APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. EXTENDABLE BACKWATER VALVE SCALE: NTS MANHOLE FRAME AND COVER AS SPECIFIED GRADE RING AS REQUIRED GROUT FRAME (2) #5 HOOPS _ - o p _ 0 ° °oo °O°, o°o•°°Q•o°o-, 0 - - ;�, '� - -°0-oo 00 0 #5 REBAR MAX. 8" THICK PRECAST X TOP RUNG CONCRETE SLAB 6" j ME zo MAX. RUNGS AT a PREFORMED RUBBER w 12" O.C. \� GASKET Q TOM 12"MIN. \/\12"MIN. RISER 102TMIN. 3" MIN. \�� 112 ENGINEERED -0- FILL a - a 8" MAX TYP. 8" a a \ MIN. PRECAST OR CAST IN PLACE BASE. 4000 PSI 12" ENGINEERED MIN. CONC. FILL 48" I.D. NOTES: 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. FLAT TOP MANHOLE SCALE: NTS BUILDING d DOWNSPOUT, BY OTHERS CLEANOUT, LOCATE WITHIN 24" OF DOWNSPOUTe OR WHERE SHOWN ON PLAN C601 TOP OF CONC. WALKWAY OR GRADE TO STORM SYSTEM DOWNSPOUT CONNECTION TO STORM SYSTEM L % SCALE: NTS RESURFACING MATCH PAVED UNPAVED EXISTING PAVEMENT SECTION AREAS AREAS EXISTING AC SAWCUT DETECTABLE PAVEMENT LINE WARNING TAPE oo ;•0oG.�o -•oO°o-o ' o .°�u 0^o--°p-o-o°-o �O ooo 6 .0 -o p00.�a0' �� o° o°O Woo° W / zW ZwUQ /\\j/\\ °p° °o:opop//\ No ILL M Z m j\// 0o'0op °0 oOo°coO /\\//\\//\ //j\�\ W E Ofw p o° ° o .00•000 o i iZ 0.cpo 0°p•o°•°00 °p'o0•p0o .;o'°°oTRACER WIRE W QU LJ-L \/\\ '°°o o°0 •o p•°°o 000'0°'°0o O°0 •o0o w w U \/ o°o'°0'°00°0•0°•°00 •ep'o0•°°0 •° /\� Y Z W Q \\\ opo oO.oO °Oo o0,n °'o0o c0.°OoOo � O m \\/\ oo °o .°O•oOo °o .op•o ° oO.oO°000 /\\/ Z •00'°00 ° •0°'°0 p•op ° o •o p•oo \ •o0•p0o .00., °o o •°p'c°•°0o ° '°0'°0 0 .op o oo \ •°0'°0 ° ° •p0o .°p' 0 p o Q \\/\\ o0.o p•o0oo0•p0o •°pro /// // in I/// O.o p•oOoo o .opo Oo •p0o Oo O, p •°p oo ° •,o III -III III -III III-� � 6" D 6" MIN. MIN. TYPICAL PIPE BEDDING AND BACKFILL SCALE: NTS HEAVY DUTY 28" MIN SQ TRAFFIC GRATE. 0.50' MIN. RIM=PER PLAN TYP. CD U') o a Q GREASE I TRAP W/ HINGED LID 0 Lq 0 Z N 0 CD CONCRETE COLLAR. 3000 PSI CONCRETE OMIT IN NON -TRAFFIC AREAS OR WHERE CONFLICTS WITH CURB al:�� 1_1:��iZ•]� PAVEMENT cV Z �2 �11��=IIII11-� • IIIII-IIIIII=� � -uTw=il - PIPE SIZE WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 PROFESS/ Ec° Oyq 56481 DNy e�gnod e Mau nonan DN:CNMa Kena Matt Keenan S GN=Kaa@s-Me1, Date: 2024. 0.1" 134 - OREGON oti P� �i9� 19 , 2° �� h'�'V M . �� EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com PER PLAN REVISIONS DATE # DESCRIPTION - IE PER PLAN SECTION NOTES: 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. CATCH BASIN SCALE: NTS PERMIT SET Rosboro Springfield Plant Improvements PROJECT: 220x1 CIVIL DETAILS CHECKED: DATE: 04.12.24 REVISIONS: N LL_ n U D O L - [SD] VALVE TILE INSTALLATION PER W1.16 SEE NOTE 12 TYP. �u I V 4 WASHED 3/ MINUS OR CLEAN GRAVEL AROUND z 6" GATE HYDRANT WEEP HOLES g VAL VE TYP. SEE NOTE #1 APPROVED MJ o TYP. RESTRAINT TYP. W 11. 6" WATERLINE N Z " x 6" TEE TYP. FLANGED CONNECTION TYP, REFER TO STD. DWG W1.17 FOR TYPICAL PIPE TRENCH SECTIONS REFER TO NOTES ON BACK COMPACTED 3/ MINUS TYP. SIDEWALK CURB & GUTTER SCALE: N.T.S. , WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB , FIRE HYDRANT W1.14 CONSTRUCTION: INSTALLATION ENGINEERING: SPRINGFIELD UTILITY BOARD REVISED:04-20-2023 1. THE SPECIFICATION REFERENCE(S), IF PROVIDED, IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD. NOTES: 1. INSTALL 3M DIRECT BURY SPLICE KIT PER MANUFACTURER'S INSTRUCTIONS. TYP. ALL BELOW GRADE WIRE SPLICE LOCATIONS. 2. AT VALVE TILE AND HYDRANT LOCATIONS INSTALL ENOUGH TRACER WIRE TO BE EXTENDED 12" ABOVE GROUND FOR FACILITY LOCATING PURPOSES. 3. ALL PUBLIC HYDRANTS SHALL BE PLACED IN THE RIGHT-OF-WAY. 4. HYDRANTS SHALL BE INSTALLED A MINIMUM OF T CLEAR FROM ALL VERTICAL OBSTRUCTIONS. 5. BOLLARDS PER HYDRANT PROTECTION PER STD. DWG. W1.15. SUB FIRE HYDRANT ASSEMBLY WATER LAYOUT DETAIL SCALE: 1" = 5' \L� II I I I II I I I II I I Y L----- W2"RP 2" WATTS 957RPDA-FS DEVICE (OR APPROVED EQUAL) IN A HOTBOX ENCLOSURE, MODEL HBD-DST (OR APPROVED EQUAL). RP DEVICE TO BE WRAPPED IN HEAT TAPE. I 5LF - 2-1/2" W (BY SUB) CONTRACTOR TO COORDINATE AND SCHEDULE INSTALLATION OF TAP AND DOMESTIC SERVICE TO AND INCLUDING METER WITH SUB. CONFIRM DESIGN AND EXACT LOCATION OF TAPS PRIOR TO CONSTRUCTION. Backflow Assembly Installation Requirements SPRINGFIELD UTILITY BOARD WATER DIV/S/ 202 S. 18TH STREET Commercial Domestic/Irrigation Service SPRINGFIELD, OR 97477 PH: 541-726-2396 (Larger than 2" Reduced Pressure Backflow Assembly) FAX: 541-747-7348 PUBLIC HEALTH PROTECTION: A backflow assembly is plumbing equipment the customer has installed on their water service that prevents unwanted substances from entering the public water supply and degrading water quality. Without proper backflow protection your plumbing system could endanger the health of others in the community who are using the public water supply. COMMERCIAL PROPERTIES: These properties consist of three types of water services, Commercial, Industrial and Public. Commercial water services also include mixed-use/multi-tenant properties (including those with stand-alone vending carts) and Multi -Family Housing (more than 4 (four) units). INSTALLATION REQUIREMENTS: 1. A Reduced Pressure Backflow Assembly (RPBA) shall be installed on private property at a location immediately adjacent to the water service connection. No branch lines, outlets or connections are permitted between the water service connection and the RPBA. 2. Backflow assemblies are required to be installed above ground. 3. Backflow assemblies are required to be installed in a way that provides freeze protection. For outdoor locations in an enclosure, a bore -sighted drain to daylight (finished grade), able to discharge the full rated flow of the relief valve, is required. Enclosures shall be kept free of any debris, shall not contain loose fill materials of any kind, and shall not have objects that interfere with these installation requirements. 4. All clearances around the Backflow assembly apply to outside, in -building, vertical and horizontal installations. Backflow assemblies shall be readily accessible with adequate room for testing and maintenance. Clearances may be waived (excluding ground clearances) for an enclosure, if the enclosure can be removed for backflow assembly testing and maintenance access. 5. Prior to water service activation, backflow assemblies are required to be tested. 6. Backflow assemblies shall be tested by a Certified Backflow Assembly Tester at the time of installation (at least annually, after repairs or relocation, and/or after a backflow incident) with the passing test results submitted to the Water Division within 10 (ten) days of testing. Upon receipt of the passing test report the Water Division shall inspect and verify the installation. Backflow assemblies and the installation of these assemblies shall be in combined accordance with the rules and requirements of SUB Policy, the Water Division's Cross Connection Control (CCC) Program Manual, Oregon Administrative Rules (OARS) and Oregon Plumbing Specialty Codes (OPSC). Refer to the attached Reduced Pressure Backflow Assembly (RPBA) standard drawing (W2.01). For complete backflow assembly installation requirements please refer to SUB's CCC Program Manual available on SUB's website at: http://www.subutil.com/water/cross-connection-control-and-backflow-protection/ CITY OF SPRINGFIELD REQUIREMENTS: A City of Springfield plumbing permit is required for backflow assembly installation. In cooperation with the City's Plumbing Inspector, the Water Division is asking that upon installation of an assembly, a copy of the initial test report be attached to the backflow assembly. This test report will be collected by the Plumbing Inspector prior to approval of the installation. If the assembly is in an exposed location, please place the test report in a sealed plastic bag for protection. Revised 4-2017 SUB REDUCED PRESSURE BACKFLOW ASSEMBLY SCALE: NTS SPECIFICATION NOTE: THE SPECIFICATION REFERENCE(S), IF PROVIDED, IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD. NOTES 1. WHEN INSTALLING BOLLARDS ON SUB PROPERTY OR AT WSC ENGINEERING REQUEST, 6" MINIMUM DIAMETER GALVANIZED PIPE IS REQUIRED. 2. INSTALL BOLLARDS 1N SUCH A MANNER THAT ALL HYDRANT PORTS ARE NOT BLOCKED WHEN HOSE CONNECTIONS ARE MADE. J. ALTERNATIVE BOLLARD LAYOUTS SHALL BE APPROVED BY WSC ENGINEERING PRIOR TO INSTALLATION. 4. BOLLARD SURFACE SHALL BE PREPARED FOR PAINTING USING AN APPROPRIATE METHOD FOR THE BOLLARD MATERIAL. BOLLARD COLOR AND PAINT PREPARATION METHODS SHALL BE APPROVED BY WSC ENGINEERING PRIOR TO INSTALLATION. 2019 OREGON FIRE CODE SECTION 312 VEHICLE IMPACT PROTECTION 312.1 General. Vehicle impact protection required by this code shall be provided by posts that comply with Section 312.2 or by other approved physical barriers that comply with Section 312.3. 312.2 Posts. Guard posts shall comply with all of the following requirements: 1. Constructed of steel not less than 4 inches in diameter and concrete filled. 2. Spaced not more than 4 feet between posts on center. 3. Set not less than 3 feet deep in a concrete footing of not less than a 15-inch diameter. 4. Set with the top of the posts not less than 3 feet above ground. 5. Located not less than 3 feet from the protected object. 312.3 Other Barriers. Barriers, other than posts specified in Section 312.2, that are designed to resist, deflect or visually deter vehicular impact commensurate with an anticipated impact scenario shall be permitted where approved. S:\Engineering\Standards\Drowings\Wl.15.dwg - Mar 18, 2021 - 2: 46pm Plotted by: Laddb SUB HYDRANT BOLLARD INSTALLATION SCALE: NTS FF DWG. No.: N/A ATTACHMENT I NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. I� RIGHT OF WAY/PROPERTY/EASEMENT LINE I24" MIN 12" MIN } INSTALLATION CLEARANCES OVERHEAD VIEW I 1 3" MIN RELIEF I T j SUB I CUSTOMER RESPONSIBILITY I RESPONSIBILITY I 3" GRADE I MIN- 12" MIN IIIIII I rllllljllll_IIIm1 III= 1 = S.U.B. 1 ASSEMBLY WATER I SUPPORTS METER Al PROFILE VIEW III=_III 1 III I SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: =LU= I-Ij _ � rill I -I - Section XI Pre -Installation Cross Connection Control Requirements - Section XII Location of Backflow Assembly - Section XIII Backflow Assembly Installation Guidelines - Section XIV Post -Installation Cross Connection Control Requirements Sections XI - XIV, in addition to the complete Cross Connection Control Program Requirements, are available at: http://www.subutil.com/water/cross-connection-control-and-backflow-protection/ SCALE: N.T.S. k I BACKFLOW ASSEMBLY STANDARD DRAWING DRAWING NUMBER DRAWN BY: EJN ® ;` REDUCED PRESSURE W2.01 WATER QUALITY: BACKFLOW ASSEMBLY ENGINEERING:- ?_ `: SPRINGFIELD UTILITY BOARD LARGER THAN 2" 1 REVISED: 6 2 2015 S:\Drawings\FF\FF11DE91 RPBA larger than 2 inch W2.01.dwq - Jun 02, 2015 - 10:51am Plotted bV: EricN FF DWG, No.: FF11DE91 HYDRANT 2 BOLLARDS - ONE SIDED PROTECTION 3' HYDRANT `L LAYOUT 2 FRONT BOLLARDS FOR ONE SIDED PROTECTION TYP. 3 BOLLARDS -TWO SIDED PROTECTION REFER TO NOTES ON BACK LAYOUT 2 FRONT BOLLARDS FOR ONE SIDED PROTECTION TYP. 5 BOLLARDS - FULL PROTECTION HAND FINISH - SMOOTH GROUT RADIUS TOP 4" MIN. DIAMETER GALVANIZED PIPE z (CONCRETE FILLED, PAINTED YELLOW) SEE NOTE 1 ON BACK SLOPE CONCRETE TO DRAIN TYP. z I L ° FINISHED GRADE I 4000 PSI a°. CONCRETE LJ p° 15" DIA. MIN. ELEVATION SCALE: N.T.S. 6" WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB CONSTRUCTION: ' BOLLARD INSTALLATION W1.15 ENGINEERING: �'\'VL SPRINGFIELD UTILITY BOARD REVISED:03-18-2021 I ,"1 WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 D PROFESS/ �V\ �GINFF Oyq 56481 Digitally s,g,,d by Matt K... DN: CN=Matt Keenan, Matt Keenan G=Mall. 5N=Keenan,C US Date' 202410.11 13:4 OREGON oti P� M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com REVISIONS DATE # DESCRIPTION PERMIT SET Rosboro Springfield Plant Improvements PROJECT: 220x1 CHECKED: DATE: 04.12.24 REVISIONS: CIVIL DETAILS C (y) 0 U Pal 1 0 O0 0 0 O O SD MH-HFB-1 RIM=470.52 IE 36" IN=466.79 (E) IE 24" OUT=466.78 (W) c:: IE 12" OUT=466.79 (S) 0 O 0 0 C) 0 �j 0 0 0O O 0 C) () �j \-'11 0 0 0 0 0 O O 0 0 c: O O O SD BWV-2 111111 IIIII1 IIIII1 111111 111111 IIIII1 IIIII1 111111 111111 IIIII1 IIIII1 IIIII1 IIIII1 IIIII1 IIIII1 111111 111111 IIIII1 IIIII1 111111 111111 111111 111111 111111 111111 111111 111111 111111 IIIII1 111111 111111 111111 111111 I■ 111111 111111 II� 111111 111111 111111 111111 111111 111111 IIIII1 II■ I■ II■ II■ II■ II■ II■ II■ II■ 'SD C ll■ II■ II■ II■ I■ I■ II■ II■ I■ II■ II■ II■ II■ II■ II■ II■t E II■ II■ EII■II■MI■--------------s=1_oo�io-------------------------- O 83.33' RETAINING WALL TYPE B O SEE DETAIL 11/C600 O L------------------- ------ i-� --------------------------------------------------------------------- SD OF-1 r- O 0 IE 12" IN=466.77 (N) 1.5' CONCRETE WALL co 11 LF - 12"SD 0 0.5' CONCRETE OVERSPILL M \\ S=0.18% N ": O o 72.50' 0.33' COBBLES FOR �� ■ ■ ■ � ■ ■ r ■ O ENERGY DISSIPATION ■ HIGH FLOW FACILITY ■ ■ ■� ■ �, ■ ■ : WQ: 3.31 CFS ■ ■ ■ �� o ■ ■ ■ AREA: 937.50 SF ■ ■ C) :;I- LL ■ ■ ■ M ■� 466.77 FG ■ ■ o LO o N I ■ � ■ ■ �� d' O � d' J Cr M O O s ,w-- as S as SEE PNS I TRANSITION FROM PVC PIPE TO DUCTILE IRON PIPE WITH A FERNCO COUPLING OR APPROVED EQUAL O KEY NOTES HIGH FLOW VEGETATED FACILITY BLOW UP SCALE: 1" = 4' -Li 6" DEEP BY 18" WIDE CONCRETE PAD 1 45' MITERED OUTFALL CENTERED ON CONCRETE PAD. 2 6" DEEP 18" WIDE CONCRETE PAD. 3 SLOPED CONCRETE WALL 4 4" RAISED CONCRETE SPILLOVER. 5 18" RAISED CONCRETE WALL. 6 NATIVE SOIL OR STRUCTURAL FILL. 7 1.5" WEEP HOLES ON CONCRETE SPILLOVER. SPACE AT 5' FROM CENTER. PIPE OUTFALL SCALE: NTS / SD OV-2 OV-1 SD BEND-1 RIM- 468.09 168.09 S=0.05% 4 LF - 12"SD S=0.05% IE 10 IN=464.60 (N) - It 4" IN=4b4.60 (E) 4 LF -12"SD IE 4" IN=464.60 (E) IE 10" IN=464.60 () S=0.20% S 05c/o IE 10" IN=464.60 (S) IE 10 IN -464 60 (S) 25 LF - 12"SD IE 12" OUT=464.60 (W) 24"so 0 IE 12" OUT=464.60 (W) IE CO-16 24�'so SEE SHEET C604 FOR FACILITY IE 12" IN=464.60 (E) 0 10`F .1rsll SD BESECTION, OVERFLOW RISERS, IE 12" OUT=464.60 (N) 24"so l O AND UNDERDRAIN SYSTEM. _ 24"so SD EX. MH-3 I 24"sol RIM-475.44 10 LF - 12"SD 24"so CONNECT TO EXISTING 24" STORM PIPE IE 12" IN=464.57 (E) S=0.20% 24 IE 4" IN=4465 6SD 11(E SD MH-54-1 IE 24" IN=464.57 (N) 24„sD FIELD VERIFY POINT OF CONNECTION _ SW 57 .() SD RIM=471.49 IE OUT=46424„sD 2 IE 24" IN=465.40 (E) IE 24" OUT=465.40 (S) / \ 24" D O � 241,SD I — 27 LF - s ' zt � — S_3.02% Z 'fir EM JWriJI\rw Mw 7— O KEY NOTES 1 HIGH FLOW VEGETATED FACILITY. SEE DETAIL 1/C604 2 12" STORM PIPE OUTFALL. SEE DETAIL 3/C603 3 RETAINING WALL. SEE DETAIL 11/C600 4 NATIVE SOIL OR STRUCTURAL FILL. SEE DETAIL 11/C600 FOR RETAINING WALL FILL. 5 2" WEEP HOLES. SPACE AT 5' FROM CENTER. 6 4" SLOPED WALL AT EDGE OF FLUME. 7 4" CONCRETE PAD. SLOPE AT 1%. 8 QUARRY SPALLS OR APPROVED EQUAL. STORMWATER FACILITY SECTION SCALE: NTS .2. C603 15' 24 WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 � QED PROFF 56481 Digitally signed by Ma DN: CN=Malt Keenan, Matt Keenan E=malLkeenan@kpff.com, G=Matt, SN=Keenan, C=US Date: 2024.10.11 13: OREGON oti P� M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com REVISIONS DATE # I DESCRIPTION PERMIT SET Rosboro Springfield Plant Improvements HIGH FLOW STORMWATER PROJECT: 220x1 FACILITY DETAILS C CHECKED: DATE: 04.12.24 REVISIONS: 0 I,0 U P�1 Q H 4 r, APPROXIMATE EXCAVATION CUT (VERTICAL OR SLOPED AS DICTATED BY SOILS OR SPECIFIED BY PROJECT ENGINEER) 18'-0"—I ------------- SD OV-1, SD OV-1, — RIM: 468.09' RIM: 468.09' (BY OTHERS). (BY OTHERS). — OUTLET, 016" OPENING FOR 012" SD, IE: 464.60' (BY OTHERS). 72'-6" WAIIIII, IWA I MiTITA en nv 4 FOR 012" SD, HEADER PIPE IE: 464.60' (BY OTHERS). ELEVATION VIEW SCALE: N.T.S 2'-4" 4" COBBLES FOR ENERGY 1'-6" DISSIPATION 3--3 2" 4" MULCH IE: 466.77' 1'-6" St rmMlx- MEPIA IE : 465.10' IE : 464.60' 6" DRAIN ROCK f� - 4X 010" PVC SOLID HEADER PIPE I - 18' CONCRETE FLUME (BY OTHERS). 1116" 1'-101, 4"—' INLET, 012" SD, IE: 466.77' (BY OTHERS). 15X 02" WEEP HOLES EVERY 5' O.C. ALONG CHANNEL. SECTION A -A SCALE: N.T.S HIGH FLOW STORM FACILITY - TYPICAL PLAN AND SECTION SCALE: NTS VLV 1 L/\1ILL LIIVLI\, BY OTHERS. Boxless BioPod Media Area = 15' x 72.50' WQ Flow Rate = 3.87 cfs 14X 04" PVC PERFORATED UNDERDRAIN PIPES TO WORK WITH THE 6" OF BASE ROCK. I EL: 466.77' EL: 466.60' EL: 465.10' EL: 464.60' Biaretention/ Biofinration NOTES: 1. SYSTEM INCLUDES StormMixTM MEDIA, MULCH, ROCK, AND UNDERDRAIN PIPE. 2. PRECONSTRUCTION MEETING WITH OLDCASTLE IS REQUIRED PRIOR TO BOXLESS BIOPOD CONSTRUCTION. 3. CONTRACTOR RESPONSIBLE FOR CAREFUL EXCAVATION OF BOXLESS BIOPOD AREA TO MINIMIZE COMPACTION. 4. CONTRACTOR RESPONSIBLE FOR PROVIDING AND INSTALLING ALL VEGETATION (AS REQUIRED). 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF THE GEOTEXTILE, UNDERDRAIN PIPING, DRAIN ROCK, STORMMIX MEDIA, MULCH, OUTLET ORIFICE STRUCTURE, AND VEGETATION. 6. CONTRACTOR TO ENSURE UNIT IS PROTECTED FROM CONSTRUCTION DEBRIS AND RUNOFF AFTER INSTALLATION INCLUDING INSTALLING STRAW WATTLES ALONG THE PERIMETER OF THE SYSTEM. 7. CONTRACTOR RESPONSIBLE FOR PROVIDING SAFE AND SUFFICIENT ACCESS FOR TRACTOR TRAILER DELIVERY. 8. THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED HEREIN. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCRE UPON REVIEW OF THIS SUBMITTAL. - PRELIMINARY - NOT FOR CONSTRUCTION WILSON ARCHITECTURE wilson-architecture.com 1 541-912-0878 ,�aED PROFESS/ �V� �O�NEc° Oyq 56481 l Digitally signetl by Matl —n ON: CN=Matl Keenan, Matt Keenan E-,MLkeenan@kpff., G=Matl, SN-Keenan, G-US Date: 20-10.11 IT OREGON Oti Q� �9T �� 191 M. EXPIRATION DATE: 6/30/2025 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kpff.com REVISIONS DATE I # I DESCRIPTION PERMIT SET Rosboro Springfield Plant Improvements HIGH FLOW STORMWATER PROJECT: 220x1 FACILITY DETAILS C CHECKED: DATE: 04.12.24 REVISIONS: