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Home My WebLink AboutAttachment 1 Approved Plan Set >- m w I— Q Q 0 7Z E 0 I E 0 T _ SITE DEVELOPMENT PLANS cn z o 0 O C FOR 5 fY o „),, DicK. s HOUSE OF SPORTS --,, Q o o I z E o 1 a U E 05/27/2025 SheetListTable �. - 0, T SITE DEVELOPMENT SUMMARY: Q SITE INFORMATION Sheet Number Sheet Tie o o o 0 CO.0 COVER ZONING DISTRICT: MIXED-USE COMMERCIAL (MUC) 3 4,7' o��s_za ��r-' n o , z 'noo EXISTING LAND USE: COMMERCIAL % \ ' '��' � i1' ' •l , �' Ir �� r CO,�.xr . 1 GENERAL NOTES 0 PROPOSED LAND USE: COMMERCIAL w it W ,t1) = w z Y 0, _-,2', .. C1 .0 EXISTING CONDITIONS & DEMOLITION PLAN WE W C-,C SITE AREA 0 0 TOTAL DEVELOPMENT SITE AREA: 222,051 SF (5.10 ACRES) ' C1 . 1 EXISTING CONDITIONS & DEMOLITION PLAN LID D E EXISTING PARKING*: 278 STALLS ' t.- tr, - y © cN EXISTING ADA PARKING*: 13 STALLS ei C1 .2 EXISTING CONDITIONS & DEMOLITION PLAN �. 1 I w, o PROVIDED PARKING*: 164 STALLS _ F,.� •*, -- — '� C2.0 HORIZONTAL CONTROL PLAN ,0 PROre *. , x A '\F- SIN£ SS/0 o PROVIDED ADA PARKING*: 5 STALLS ., lir Qill ,,'' .,, -.. .A,,'......, *"'• 0 .. : ' , .. 1.- :. 1 <c, "P * TOTAL PARKING PROVIDED THROUGH REA: 6462 STALLS � . C2. 1 HORIZONTAL CONTROL PLAN ° DEVELOPMENT SITE �� ci) - I j 1 e• gyt, r,r,-, vb - .1c, ' ,,..:'. , '1 .,. ,._9'/P. 8 0 ° *VALUES WITHIN DEVELOPMENT SITE AREA 9 4 -7, , = C2.2 HORIZONTAL CONTROL PLAN ' iC:REGON:oy ER J. 6 IT w .• o 1 ri .' - ,; IY: --. . EXPIRES: 12-31-26 PROJECT CONTACT LIST: ,� i - e �� . & � C3.0 GRADING & DRAINAGE PLAN 6 r 'I T , _ _ U N- L O 6 _ .}t! a LLI N 2 OWNER i . - C3. 1 GRADING & DRAINAGE PLAN w MACERICH COMPANY — :a►� �� i �a ar: o N Q oCO 0 CONTACT: ANDY GREENWOOD ; t, k ., - _ �: - /: ' - .... .:0 a • �,-,- z z w _c EMAIL: ANDY.GREENWOOD@MACERICH.COM �' ` . @ r s ' , C3.2 GRADING & DRAINAGE PLAN Y o J TEL (602) 953-6338 •• 44 _.t.:.' .. :, r - — Et 1 oLli 0 < ` .,.., C3.3 GRADING & DRAINAGE PLAN CO o DEVELOPER v 4116 ,, ,:;K lir �� o DICK'S SPORTING GOODS ` 9 `� •, > Q CONTACT: BRIAN BACIK C3.4 GRADING & DRAINAGE PLAN "1 Q EMAIL: BRAIN.BACIK@DCSG.COM LOCATION MAP i•k W ° TEL: (312) 402-2133 C4.O UTILITY PLAN a, SCALE 1"=150' W Y � I CIVIL ENGINEER CO° KIMLEY-HORN AND ASSOCIATES, INC. C4. 1 UTILITY PLAN lit 7 ° CONTACT: TYLER OTT W EMAIL: TYLER.OTT@KIMLEY-HORN.COM - C4.2 UTILITY PLAN > TEL: (503) 395-5439 r r' L.,,,,,;, ,,„y ?� O N `� '________)/ -- -� ems C5.0 DETAILS - 1 ARCHITECT GENSLER PARCEL (7" -- •111::: I I I —. CONTACT: MEGAN BENGSTON Y--� I I I- '1'11' l C5. 1 DETAILS - 2 E o IlilllllMA ¢ { 2 EMAIL: MEGAN_BENGSTON@GENSLER.COM _ �, 11111■ -r I I CL TEL: (213) 327-3890 0 f4E • " 3 Hu C5.2 DETAILS - 3 z LANDSCAPE ARCHITECT c,,o �. Q KIMLEY-HORN AND ASSOCIATES, INC. �s�� .,.�� L0.0 OVERALL LANDSCAPE COVER O 2 co o Et 0 CONTACT: ALAN MCWAIN •.':�: ••••g�•i;•i � .� �' W � ' �Ri ' L0. 1 TREE PRESERVATION PLAN D . EMAIL: ALAN.MCWAIN@KIMLEY-HORN.COM ,t,• mos grAi;�:-- �a a0q� ��■�� L_ Q Q TEL: 206 536-2735 �''t�inik��lim "s•+ ��'''o4, 1 -1-1 0 D CD SIV �� ,S:06,, 1 �; L0.2 TREE PRESERVATION NOTES co z ° SURVEYOR .t 61 Tl�i�� • ,, S&F LAND SERVICES at •' a , • 0 Y�S� PIL p Z I— ammo 7 ,) CONTACT: ARRIN OISHI MUM -- -•� ��ilo,.� i :■II I-- MT— L5.0 OVERALL LANDSCAPE 0 I— EMAIL: ARRIN.OISHI@SFLANDS.COM I C9 O / � � W TEL: (503) 420-3077 VICINITY MAP OD � z � �iL5. 1 LANDSCAPE PLAN = cn i= NTS GEOTECHNICAL ENGINEER Q o U o COLUMBIA WEST ENGINEERING, INC. L5.2 LANDSCAPE PLAN p 1- o E' CONTACT: NICK PAVEGLIO co EMAIL: NICK.PAVELGIO@COLUMBIAWESTENGINEERING.COM SHEET NUMBER TEL: (971 ) 384 - 1666 C0.0 0 , ° } C m U) N GENERAL NOTES: TREE PROTECTION NOTES: PAVEMENT SHALL BE SAW CUT TO PROVIDE A BOUNDARY WHICH IS STRAIGHT AND CLEAN IN APPEARANCE. w 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING 1. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO I- Q UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO 5. ALL UTILITY MAIN FEATURES SHALL BE PROTECTED IN PLACE UNLESS SPECIFICALLY MARKED FOR o DOWNSPOUTS, GRAVEL AREAS ADJACENT TO BUILDING WALLS, AND BOLLARDS IN BUILDING SIDEWALKS. SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. REMOVAL. ANY DISCREPANCIES FOUND BETWEEN THE BUILDING AND CIVIL PLANS SHALL BE IMMEDIATELY 2. WHEN ROOT PRUNING IS NECESSARY, USE A TRENCHER TO CUT AREA WHERE APPROPRIATE ROOT 6. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF THE = REPORTED TO THE ENGINEER. PRUNING SHOULD BE PERFORMED. TO PRUNE ROOTS LARGER THAN THE CAPABILITY OF A TRENCHER, CONSTRUCTION SITE. 2. ACCESSIBLE PARKING SIGNS WITH A "VAN" MARKING SHALL HAVE ADDITIONAL SIGN MOUNTED BELOW USE HAND TOOLS TO OBTAIN A CLEAN CUT. DRESS WOUNDS LARGER THAN TWO INCHES AND USE E THE SYMBOL OF ACCESSIBILITY SIGN DENOTING VAN ACCESSIBILITY; REFER TO CONSTRUCTION DETAIL PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB AND GUTTER. STANDARD EROSION AND SEDIMENT CONTROL PLAN NOTES: 0SHEETS. 3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS 7, 3. REFER TO CONSTRUCTION DETAIL SHEETS FOR DETAILS OF ON-SITE SIGNAGE, STRIPING, AND OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN PAVEMENT MARKING. REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. THE PRINCIPLES, PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS 10 2 4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY AND STATE REGULATIONS AND SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. WHO WORKS FOR THE PERMITTEE. w CODES AND O.S.H.A. STANDARDS. 5. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND zz 0 5. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED UNLESS OTHERWISE INDICATED. CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION. FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. U 6. EXISTING CONDITIONS INFORMATION IN THESE PLANS ARE BASED ON THE SURVEY TITLED 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF 5 Lu "TOPOGRAPHIC SURVEY - DATED JULY 26th, 2024. PROVIDED BY S&F LAND SERCIVES 4905 SW SCHOLLS TRAFFIC CONTROL NOTES: EACH WORK DAY. tY 2 FERRY ROAD, PORTLAND, OREGON 97225, PHONE: 503-345-0328. 1. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR DETAILS OF 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE 7. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY BARRICADES, SIGNS, FENCES, STANDARD TRAFFIC CONTROL SIGNS AND STANDARDS. CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL N FLASHING LIGHTS, TRAFFIC MEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. BY THE STATE DEPT. OF TRANSPORTATION, ODOT AND CITY OF TIGARD INSPECTIONS. GRADING NOTES: 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING 5 8. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, U-SHAPED ° CONSTRUCTION. 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF TIGARD AND ODOT REGULATIONS AND FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. 0 < 9. THE CONTRACTOR SHALL REPLACE EXISTING CONCRETE CURBS, SIDEWALK, PAVING, AND GUTTER AS CODES AND O.S.H.A. STANDARDS. 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS 6 INDICATED ON PLANS AND AS NECESSARY TO CONNECT TO EXISTING INFRASTRUCTURE, INCLUDING ANY 2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. SPOT ELEVATIONS AT CURB AND AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT , z DAMAGE CAUSED BY THE CONTRACTOR. GUTTER LOCATIONS ARE TO THE GUTTER FLOW LINE, UNLESS OTHERWISE NOTED. RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN ° 10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD 3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO >. CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED CONTRACTOR PRIOR TO GROUND BREAKING. THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. a z o S PROPERTY OWNERS AND TEMPORARY CONSTRUCTION EASEMENTS MAY BE REQUIRED. 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER °' 11. CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO PRIVATE PROPERTY AND THE PUBLIC RIGHT-OF-WAY ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR BODIES. IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF TIGARD . TO PROCEEDING. 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED 4 o 12. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND A HEIGHT OF 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL. O Q 13. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION. 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY O 0 THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. HAS BEEN REDUCED BY 50% AND AT COMPLETION OF PROJECT. = Q o c o INSTRUCTION PRIOR TO PROCEEDING. 7. ALL FILL TO BE COMPACTED PER THE RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER LICENSED IN 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, `' 6 14. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS THE STATE OF OREGON. AND DISPOSAL. o o8 o 0 ° OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE 8. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, Q C° 7 _ STRUCTURE. SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS. CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR z - o w 0 15. THE CONTRACTOR SHALL CONSTRUCT ACCESSIBLE RAMPS AT ALL INTERSECTIONS IN ACCORDANCE 9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED GENERATED DURING CONSTRUCTION. >NIE "' J 0 5 WITH THE CITY OF TIGARD STANDARDS MANUAL (LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS). ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW oz ' w Co -0 , 16. ALL OFF-SITE CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT CITY OF TIGARD SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS CUEI w o r STANDARD SPECIFICATIONS AND DETAILS. ALL ON-SITE CONSTRUCTION MUST BE PERFORMED IN 10. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN 'H ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND. J < co ci- � ACCORDANCE WITH CITY OF TIGARD STANDARD SPECIFICATIONS AND DETAILS. APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. � Q 2 17. ALL WORK MUST COMPLY WITH OREGON STATE BUILDING CODE AND OREGON ACCESSIBILITY CODE 11. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN IS 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND °' CO CHAPTER 11 AS WELL AS FEDERAL, STATE AND LOCAL ACCESSIBILITY REQUIREMENTS. CONSIDERED A VIOLATION OF THE GRADING PERMIT AND SUBJECT TO A FINE. MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT Lc-) 5 I U 18. ADJACENT STREETS SHALL BE KEPT CLEAN AT ALL TIMES. 12. •EXISTING TOPOGRAPHIC INFORMATION SHOWN IS TAKEN FROM THE SURVEY REFERENCED IN THIS PLAN CLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS. ■ o 0 H E 19. CONTRACTOR MUST INSTALL CONSTRUCTION FENCE AROUND THE PERIMETER OF THE PROPERTY UNTIL SET. 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED N O ,E THE BUILDING IS SECURE WITH TEMPORARY DOORS AND LOCKS. 13. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE 0 z T 20. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND ALL TERMS FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. o _EOWNER AND PUBLIC. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND ERECT AND MAINTAIN AND CONDITIONS IN THE STATE OR MUNICIPAL GRADING AND EROSION CONTROL PERMIT ISSUED FOR THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: - AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, THIS PROJECT. VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED ° FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS 14. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. EQUAL. �_ED PR Ore c, 0 u NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE 15. CONTRACTOR SHALL STABILIZE AND WATER DISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL `� GIN£ `r>0 CONSTRUCTION WORK. CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OBTAINED. CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS <� �`'� �� ti9 ° OF "OREGON SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE ODOT. 16. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 81 692PE i o 21. THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT SURVEY. ANY EXISTING STAKEOUT OR BENCHMARKS BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER OREGON 12, SHALL NOT BE RELIED UPON BY THE CONTRACTOR. REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS �`� L 22. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS. SPECIFIED BY THE DESIGN ENGINEER. T qR• 8,20 o a PROFILE BY THE CITY OF TIGARD PRIOR TO CONSTRUCTION. 17. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION )<ER J• 0� 23. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS AS AN ALTERNATE ALLOWANCE. SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING o CONTRACTOR TO DETERMINE THE SIZE, DEPTH, MATERIAL AND LOCATION OF ALL EXISTING 18. CONTRACTOR TO BE RESPONSIBLE FOR DEWATERING AS NECESSARY TO CONSTRUCT THE PROJECT AS APPROPRIATE BMPS; SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. EXPIRES: 12-31-26 UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND TO TAKE WHATEVER STEPS ARE NECESSARY SHOWN ON THE PLANS. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL DEWATERING 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY - TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS ATTEMPTED TO LOCATE AND INDICATE ALL RECOMMENDATIONS. VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). Z 19. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS, 1- o Q EXISTING FACILITIES ON THE PLANS; HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S 19. THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED ti LO 0 CONVENIENCE ONLY. THE ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY FOR THE LOCATIONS DOOR LOCATIONS AND EXACT UTILITY ENTRANCE LOCATIONS AND ELEVATIONS. PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, w N = CO OF UTILITIES SHOWN OR NOT SHOWN. PRIOR TO DIGGING ON AND OFF SITE, THE CONTRACTOR SHALL 20. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL ROADWAY, OR OTHER PROPERTIES. 0 co F o Cl) >- HAVE ALL UTILITIES LOCATED BY "OREGON 811" 1-800-332-2344. THE CONTRACTOR SHALL CONTACT ANY AND ANY OTHER DELETERIOUS MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE 0- rn o °N° Q o ' C0 H UTILITY COMPANY WHOSE UTILITIES ARE NOT LOCATED BY "OREGON 811" FOR EXACT LOCATION OF ZONE BELOW THE STRUCTURE. CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED Q oo z z 21. ALL FOUNDATION AND UTILITY EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL w � T THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. I � � Q � Q w 0 CONTRACTOR TO REPAIR AND/OR REPLACE ANY AND ALL DAMAGE MADE TO UTILITIES BY THE REPRESENTATIVE TO DETERMINE WHETHER UNSUITABLE MATERIAL MUST BE REMOVED. ALL 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT 0 o o C CO 5 o CONTRACTOR TO EXISTING CONDITIONS AT THE CONTRACTOR'S EXPENSE. UNDESIRABLE MATTER SHALL BE REMOVED, BACKFILLED AND COMPACTED WITH SUITABLE MATERIAL AS INSPECTORS UPON REQUEST. - ----- < -E' 24. BURIED DATA, TELEPHONE AND CATV CABLES (FIBER OPTICS AND CONVENTIONAL) ARE KNOWN TO VARY REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE AT CONTRACTOR'S EXPENSE. 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE '- °' DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL COORDINATE WORK WITH CONFLICTING DATA, 22. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED �I -o TELEPHONE AND CATV CABLES AS NECESSARY FOR INSTALLATION OF THE PROPOSED WATER AND THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND MEASURES. -0 ° SEWER. UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE EXPLICIT ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. a 6 RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE MIDPOINT OF THE GUTTER FLOW LINE FOR CURB INLETS UNLESS OTHERWISE NOTED. Q NECESSARY RELOCATION. THE CONTRACTOR SHALL NOT BE PAID ADDITIONALLY FOR THIS 23. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH w COORDINATION. FIT AND CONTINUOUS GRADE. L 5 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS ANY 24. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. I- ° � Q ADDITIONAL SUPPORT OF EXISTING UTILITY POLES OR OTHER ITEMS AS REQUIRED FOR TRENCH 25. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF 0 & ° EXCAVATION. ALL COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR. ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE Z 26. THE CONTRACTOR SHALL VERIFY THE VOLTAGES OF ALL ELECTRICAL UTILITIES AND FOLLOW THE RIGHT-OF-WAY OR ABANDONED AT MAIN AS REFERENCED IN THE PLANS. E .2 APPROPRIATE OSHA STANDARDS WHEN WORKING IN THEIR VICINITY. 26. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 27. TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE FIRST EXPANSION 27. ALL AREAS WITH 2:1 SLOPE OR ERODABLE SLOPES SHALL BE COVERED WITH ERONET MATTING OR Q N JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL WIDTH. TRAFFIC ISLANDS, CURBS AND APPROVED EQUAL INSTALL PER MANUFACTURER'S INSTRUCTIONS. i N S CONCRETE DRIVEWAYS SHALL MATCH EXISTING. 28. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING w e 28. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE INSTALLATION OF UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND Z N THE UTILITY. ALL EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED EASEMENT WIDTHS. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS w EXCAVATION WITHIN PAVED AREAS SHALL BE KEPT TO A MINIMUM. SHEETING SHALL BE INSTALLED AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT �I� REQUIRED TO PROTECT EXISTING UTILITIES. LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. n Q 29. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, 29. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SUCH AS TREES, VEGETATION, ETC., SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE THE SAME. PROPERLY DISPOSED OF OFF-SITE AT A STATE APPROVED DISPOSAL SITE. E 30. IMMEDIATELY PRIOR TO DISTURBANCE, CONTRACTOR SHALL OBTAIN DIGITALLY RECORDED VIDEO OF FINE GRADING NOTES: J r THE UTILITY ALIGNMENTS INCLUDING EACH DRIVEWAY, SIDEWALK, ETC., TO BE DISTURBED. EACH SHALL 1. SIDEWALKS TO HAVE A MAXIMUM 2% CROSS SLOPE AND A MAXIMUM 5% LONGITUDINAL SLOPE. < BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. 2. PEDESTRIAN CROSSWALKS TO HAVE MAXIMUM 1.5% CROSS SLOPE AND MAXIMUM 5% LONGITUDINAL Z z 6 31. CONTRACTOR SHALL MAINTAIN A MEANS FOR ACCESS TO EACH PROPERTY AT ALL TIMES. SLOPE WITHIN STRIPED AREA. J U O N a 32. DURING CONSTRUCTION, EMERGENCY VEHICLE APPARATUS ACCESS AND ACCESS TO FIRE HYDRANTS 3. ADA PARKING AREAS AND ACCESSIBLE AREAS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. u- Q Z W SHALL BE MAINTAINED AT ALL TIMES. 4. SIDEWALK INTERSECTIONS AND RAMP LANDINGS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. O o 2 33. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS AT LEAST 7 DAYS PRIOR TO CONSTRUCTION Q THAT CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THEIR AREA. W 34. TRENCHES AND EXCAVATIONS SHALL BE BACKFILLED OR COVERED WITH ROAD PLATES AT THE END OF DEMOLITION NOTES: VI Ct 0 T ° 1. THE CONTRACTOR SHALL COORDINATE ALL REMOVAL EFFORTS WITH THE OWNER. COORDINATION ITEMS 0 THE WORK DAY. ARE ANTICIPATED TO INCLUDE SITE ACCESS, TRAFFIC CONTROL, MAINTENANCE OF ACCESS AND �.L < 0 J 35. CONTRACTOR SHALL PATCH ALL ROADWAY PAVEMENT DISTURBANCES BY THE END OF EACH WEEK. UTILITIES FOR EXISTING BUILDINGS TO REMAIN, AND EROSION CONTROL. 0 0 TEMPORARY GRAVEL PATCHES SHALL BE PROVIDED DAILY AND MAINTAINED UNTIL PAVEMENT PATCH IS 2. ALL FEATURES MARKED TO BE ABANDONED IN PLACE SHALL REMAIN IN EXISTING CONDITION UNLESS v 5 PROVIDED. EROSION CONTROL SHALL BE PROVIDED AS NECESSARY FOR GRAVEL AREAS. REMOVED THROUGH EFFORTS FOR OTHER FEATURES. w co 0 U) 36. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL TOOLS, 3. SPECIAL CARE SHALL BE TAKEN TO PROTECT AND MAINTAIN ALL EXISTING FEATURES NOT MARKED FOR Z _ 6 APPLIANCES, CONSTRUCTION EQUIPMENT AND MACHINERY, AND SURPLUS MATERIALS AND SHALL Z RESTORE TO ORIGINAL CONDITION ALL PROPERTY NOT DESIGNATED FOR ALTERATION BY THE REMOVAL. IN THE EVENT OF ANY IMPACT TO SUCH FEATURES, THE CONTRACTOR SHALL PERFORM O i- CONTRACT DOCUMENTS. REPAIR AND/OR RESTORATION TO ORIGINAL CONDITION AS OF START OF WORK. O 0 4. WHERE PAVEMENT REMOVAL AREAS ABUT OTHER PAVEMENT AREAS TO REMAIN, THE EXISTING I 0V p 0 ° (13 i L U U ° U-0 o I- L L I- 0 5 (.7.) m SHEET NUMBER -0 0 0 1 „, \ / - m o H / o FO // I r. Q ®” ON WASHINGTON SQUARE I o / / / / / / / / / / / / MALL / i Y / -;, = W o / \\. - r 7 / / / / / / / / /� IIIIIIIIIII1I;•;, r e r� // PliiIIII•i 2_c2,EgoG.nl. .-I 1r F.A••.•'*:4•:•.*,, CT5rY .•-FO4- .-.'I P,2:i A1 d1019v-.,1 1111,1,„ 42 :• f d . •.•A.�. ,'. : fi ,. r.• •..t' • .,,a ;V,\Y -,I1,,, W •..:1.•..4..'..---I"-:—pog '•1,.:'-r...M..,..•.•• • • .-.• % • S DI . I1 ', EXISTING SEARS i " - :,' . ; '; . •tI * • •. BUILDING & 6. f , o -I Ii� .;.'.r LEGEND z E - - E ; MUMENT • • • • XISTING SIGN L vS cr �' i ✓ II I 0 .,,,:cH 00_ D4 EXISTING GAS VALVE ° • A. , 1 -. /4 + r - •r r•l ' I D4 EXISTING WATER VALVE C� / 1:.;•4_*_ I • /11111111 r i r r i l;.' 'di) . ..•`o;.'/ `:+ 'i'w " :mod • — _- _•�• / n 1 EXISTING FIRE HYDRANT o o ° ci 0 . ,, r--/ •:I 2 ' -�- P"°. - EXISTING STREET LIGHT Q '`' .Y� ICV z o 0 `� A.' 441�, / / i 7 ® EXISTING IRRIGATION CONTROL VALVE ^ Q _ ri I: •':• / !s '•� I © EXISTING COMMUNICATIONS UTILITY MANHOLE z ~ o w Cn to li% a r%D Zs 6 / N, ' 2 SO i �uu EXISTING STORM DRAINWin I� I `.a, • r.. . ! D = W!I `'0 - .d • +/ ". ' -- — I Or �� h © EXISTING ELECTRIC UTILITY MANHOLE I u) Y4 J / / / / / / / / / / / / / A�� _" —•a -_ — —�— • '�• -- �� •� �T �' y d'� - r 9/ I g0 �' • S EXISTING SANITARY/ SEWER SYSTEM MANHOLE ^ P _ 14 W D //// �j �,�� •.D SD SD SD SD '0 n� !r�' 7 ® EXISTING STORM STRUCTURE EY m I F I • o �, SD SD SD �,� I� �Q EXISTING TRANSFORMER _ No 0 \ ��•\W� s �/� P EXISTING ELECTRIC UTILITY PANEL N r ° � v' W � o ��' _ ,� ��_ _ El �' O EXISTING BOLLARD U _ EXISTING WATER PIPE r ar GA ' AS AS ''.��- ?,�►>/f�� _� E GAS G Sel ``' GAS - CD o �� c/ 7 E��;,o 0 E E —E v E — EXISTING ELECTRIC LINE �' \ 5>0 eV, 01 E '� E , 1r.. p MI cI ��p PROFFS 7�/ Tv GAS— : : UNE ,7 81692PE 0 0 �� v I c (gh ':t - E k— -. TV :::-.x, I 4,, -p, N EXISTING TV LINE OREGON �\ • * Ca; , EXISTING CONCRETE PAVEMENT 0 \ iii 1 \ We..: Illlilll EXISTING TREE TO BE DEMOLISHED y< 0� A X ERJ w EXISTING UTILITY LINE TO BE REMOVED EXPIRES: 12-31-26 0 o , � 1� SAWCUT BOUNDARY \dr --------- DEMOLISH SITE ITEM Q \�� EXISTING CANOPY TO BE DEMOLISHED U r� �n O - w (NI = '6 � EXISTING PEDESTRIAN BRIDGE TO BE DEMOLISHED w O o / �` �CXXXXXX� O ; cn } ° �/ } � � / I �////// EXISTING BUILDING TO BE DEMOLISHED � � o � Q � m o o // Q oo z z w Y - EXISTING SEARS AUTOPART ELECTRICAL LINE TO BE DISCONTINUED AND Y c� w � = o o J 1 • / ABANDONED IN PLACE. TEMP POWER TO BE PROVIDED UNDER SEPARATE PERMIT. PARKING LEGEND 0 0 0 " o • / Z • 95 PARKING SPACES TO BE REMOVED 6 \ h 0 x I 11 ADA PARKING SPACES TO BE REMOVED ° r, r 0 0 164 PARKING SPACES TO REMAIN z z co 2 5 0 . I —Z P y ;i • J o / Q 5 co 0 Z • 0 O 1111A c•) .., 4i el.'' 3 i�7 U QE 00 L,2 -''' \ . ., s ' z 61- - E 4E E E - . I— W r ;, . 0 \ • 0 ,\ co L / N / / / SD- \ �— SD SD SD i:i.i. , U z 6 0 / SD\ . f I 1— O SD • > Imo, I n/ < — LLJ 0 5 \ • \SD SD so • • • • • • • • n dlli ti 0 2 O D 0 \ Tcn _ + , Q O 55 II LLI co 0 NIX • SS SS Ss SS ss — SS SS SS SS q SS a3 qq ¢ v !•D - ----7.ss r SW WASHINGTON S S` = s' ss � � D Z H SQUARE ROAD — .� Q O iN • • / o 0 0 0 0 0 0 V _ r = U p , , (.9! li o , \ j IIIr 1 IIIr �/ Q � O O 0 V \ o I GRAPHIC SCALE IN FEET Cl U i- 0o N 0" 120 40 80 / \ 0 U ,_) _„ \m , . o I NORTH SHEET NUMBER o SCALE: 1"=40' Cl .O o ci 0 v`' o LEGEND00 N d \4961° ° — - PROPERTY LINE ., i / w . :. , Q f�� d. X EXISTING SURVEY MONUMENT Q °. . j ` EXISTING SIGN 1111111 0 / d. 0 \ as•. !d / EXISTING GAS VALVE I -ae • ® I d • s I EXISTING WATER VALVE . / ,11�` a EXISTING FIRE HYDRANT 'a°. I1 EXISTING STREET LIGHT ® ../ U) I 0 4 ®—Q _.._ r'M�I��• ®ICV EXISTING IRRIGATION CONTROL VALVE 7 _® �_/ �� o..�� 1►1�1►�`►-ii�" , 41 © EXISTING COMMUNICATIONS UTILITY MANHOLE > z r1 1, �1)04021 AA.; - + 0.1 �D EXISTING STORM DRAIN i 6 ®® 1� -�.'�r .y.•�_�4► s= ° I / © EXISTING ELECTRIC UTILITY MANHOLE � �� q I OS EXISTING SANITARY/SEWER SYSTEM MANHOLE / " \\ • e TA EXISTING STORM ^ � J . .° q 1i D ® EXISTING TRANSFORMER STRUCTURE \,, ®®® �Q� u-v' I . ° . Ii El© EXISTING ELECTRIC UTILITY PANEL � """ '"'�� ` • I ►� OB EXISTING BOLLARD C z ° j �V EXISTING WATER PIPE NRRT\�f I 1 O a I E EXISTING ELECTRIC LINE KEY MAP a C3 C' 74 ® GAS EXISTING GAS LINE SCALE: 1" = 250' z T FO EXISTING FIBER-OPTIC LINE w o 'cal `` c)b d° a .a. // EXISTING SEARS N EXISTING TV LINE O Q Q .4. . a EXISTING CONCRETE PAVEMENT ^ \ `'t-' w a . d a. d BUILDING EXISTING TREE TO BE DEMOLISHED Q , o ° /' o I z a a ° EXISTING UTILITY LINE TO BE REMOVED o o 0 ° • _,\, 1V- SAWCUT BOUNDARY I- Nn o >- NS 2 \ Z o\ I I I I I I I I I DEMOLISH SITE ITEM >IIluuEL 5 Ln L N a W EXISTING CANOPY TO BE DEMOLISHED CU IwzTYP. w � w ss�r d [XXXXXXXI EXISTING PEDESTRIAN BRIDGE TO BE DEMOLISHED w 1- ci- d •.. . • E,ct / a V////// EXISTING BUILDING TO BE DEMOLISHED m Q ° a X EXISTING SLOPE LID o DEMOLITION KEYCN 3 , / TYP. d l p (1) -0 ° Ja, 1 , EXISTING CURB TO BE REMOVED . o (' / d . - co Q • ,4 O2 EXISTING TREE TO BE REMOVED — 0 �ncp PROre- o o °�' O3 EXISTING LANDSCAPING TO BE REMOVED �`''\)��INt41,0y H WATER LINE TO BE CAPPED ° i'i 81692PE s x ,_ AND STUBBED oQ Q •�, :.° .41 ,- V O4 EXISTING FIRE HYDRANT TO BE RELOCATED OREGON / VIA °ai0,® O EXISTING PRESSURE INDICATOR VALVE TO BE RELOCATED , . ' 8,20 w y<ER J• 0� ' d • 1 POWER A D ELECT- CAL O EXISTING TRANSFORMER TO BE RELOCATED EXPIRES: 12-31-26 � i�'I°`�`'� � • .i LINES TO BE CAPPED. o d ^" °,d• „� Al\ k O7 EXISTING VAULTS TO BE PROTECTED IN PLACE Q o V,,I °ti e - 1 �� it �_ / < Q �:hl cv /, / ®W 1 d ��i U LC) O q ° �� ► uJ N 2 Q N n 8 EXISTING LIGHT POLE POWER TO BE DISCONNECTED AND REMOVED. TEMPORARY POWERu o 11111FWAL ° ° . a n sI® O � o wo cn o E ^" •� % w d a a d • • d °' . jL I-D. _ _-.RD TO BE SUPPLIED TO LIGHT POLE PRIOR TO NEW POWER SOURCE INSTALLATION 3 oo Q Q m m q. d a • a d c.` °. c G 0_ O7 o N 0 > \ a ad ° CO w m 0 o ^",,e •• ° a ° d., a a d O• . EXISTING STORM LINE TO BE DEMOLISHED IN PLACE. CONTRACTOR TO SLURRY-FILL AND Q , op z z w / / / / / / / / / / �/ ICE r 4• ° 0. d • • ° GROUT FOLLOWING COMPLETION OF STORM REROUTE INSTALLATION Y o o J c� �� r `� °.; , ° o d' d a. . . °.Q ° 4 4 . ! • Q cnLL, Q w 1 „‘„,,., -, \ ® O — -- ---- a _ __ __� ',. 0 . . o W ul ``� o -- 10 EXISTING SEARS AUTOPART ELECTRICAL LINE TO BE DISCONNECTED AND ABANDONED IN © 12 • PLACE. TEMP POWER TO BE PROVIDED UNDER SEPERATE PERMIT AN',,^" �� , . ��, 11 EXISTING UTILITY LINE TO BE PROTECTED IN PLACE O. Lo co Q ...1 12 EXISTING POWER VAULT TO BE REMOVED z Z w F O w TYP.O © Q CD Q O F 13 EXISTING GAS SERVICE AND METER TO BE DISCONNECTED AND REMOVED O J wA ° �' `` O� Nia f 14 EXISTING WATER SERVICE AND METER TO BE DISCONNECTED AND REMOVED 0 z „ ( u� xI �o ♦ . l • CrEt , TYP. © O o � \ E ,^",k` TYP., IFATIDI'.4, �� ) ,,i1I \ ,r7 15 EXISTING CURB TO BE PROTECTED IN PLACE1 C O, `� ( .�A 1 rr O 1., Q ►1 GAS - O 1P1 _ AS G A GAS GA .►�1r�i S`d� r U J r "�_ `�� 16 EXISTING SEARS POWER SUPPLY TO BE DISCONNECTED AND REMOVED _p w c,G N,I c•�, O L a, �, � 1 t "^" y l�� - E ' _ ` �► TYP.Q �� Assay �' CN TYP. 11 �, , '�� `1� a z 0 0 / ^" O E �� 1 �� 18 PEDESTRIAN BRIDGE TO BE DEMOLISHED. SEE STRUCTURAL DEMOLITION PLAN FOR MORE G �°� �. ,,``�� O INFORMATION DISCONNECT POWER _ E E E a. I— LL.I / w N — ry PRIOR TO DEMO. '� �,��` �� 0 �•� OORDINATE WITH r- N - Tv TV 'WA,/ TV 19 EXISTING LANDSCAPING TO BE REMOVEDLo — �) �� r OWNER AND PGE. Lo ��1 w r "'� T0 21 EXISTING CONCRETE SIDEWALK TO BE REMOVED w m : '''o/ L ifs e TYP. n N .I�< TYP. /' w 1 22 EXISTING STRIPING TO BE REMOVEDt' \ z C, 0 —1 U o Q a . w 1 23 EXISTING ADA SIGN TO BE REMOVED J Z w 5 ''''' \ \ , DEMOLITION NOTES Q o E v ti ti ti ti p 2 1. THE CONTRACTOR SHALL COORDINATE ALL REMOVAL EFFORTS WITH THE OWNER. 0_ L1j 0 o A E COORDINATION ITEMS ARE ANTICIPATED TO INCLUDE SITE ACCESS, TRAFFIC CONTROL, U) � Q O v MAINTENANCE OF ACCESS AND UTILITIES FOR EXISTING BUILDINGS TO REMAIN, AND EROSION U_ < O CONTROL. ° \--: 2. ALL FEATURES MARKED TO BE ABANDONED IN PLACE SHALL REMAIN IN EXISTING CONDITION O CD � • �i . t UNLESS REMOVED THROUGH EFFORTS FOR OTHER FEATURES. w 0 C� ^" 3. SPECIAL CARE SHALL BE TAKEN TO PROTECT AND MAINTAIN ALL EXISTING FEATURES NOT U) Z 5 MARKED FOR REMOVAL. IN THE EVENT OF ANY IMPACT TO SUCH FEATURES, THE Z Q CONTRACTOR SHALL PERFORM REPAIR AND/OR RESTORATION TO ORIGINAL CONDITION AS OF 0 START OF WORK. O 4. WHERE PAVEMENT REMOVAL AREAS ABUT OTHER PAVEMENT AREAS TO REMAIN, THE I (9 Li 0' A 0 \ EXISTING PAVEMENT SHALL BE SAW CUT TO PROVIDE A BOUNDARY WHICH IS STRAIGHT AND Z Q CLEAN IN APPEARANCE. — 0 _ - • 1111111 :49TYP. 5. ALL UTILITY MAIN FEATURES SHALL BE PROTECTED IN PLACE UNLESS SPECIFICALLY MARKED _ U) Id L_ TYP.® IFOR REMOVAL. U CO 0LL O �;.\ 6. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF — Q OF THE CONSTRUCTION SITE. GRAPHIC SCALE IN FEET 0 U 1- o 0 10 20 40 0 m NORTH • SHEET NUMBER oSCALE: 1"=20' . F LEGEND co PROPERTY LINE j, / X / / d` �, / r r '• .° .° /\.\/ EXISTING SURVEY MONUMENT Q ill ° . . _ � °' ' EXISTING SIGN A , VE ' R O U ,� D .d °-•. • .. . . EXISTING GAS VALVE AL AI R ASE ° d a a. ° ° • a d dj EXISTING WATER VALVE CONCCRETE n C1 . 1 C1 .2 • ° ° •d • ° a . d d. Q a ° � EXISTING FIRE HYDRANT r . A •. DNA L°L . d • d ®® T /ra1 %// a • \\ o EXISTING STREET LIGHT Q a I. d/r r ril r r l j r , ' • : ° . d., ° d. d `� (SIC EXISTING IRRIGATION CONTROL VALVE r' H �'�� a°•j• •' a'd ° ASSUMED LOCATION OF • ° . "� e © EXISTING COMMUNICATIONS UTILITY MANHOLE ell I = '. O ' •I• ' • - • EXISTING STORM DRAIN, a d • ° •° 4 1,1'u, ,, • • D EXISTING STORM DRAIN i i 1 / d , a I .° :d . ° • . CONTRACTOR TO VERIFY a . . d .• • d°.. • �II 41 'u, 4�.1 1,,,4 ►�� i ®® • ° • LOCATION AND DEMOLISH . ° d • • • • `� © EXISTING ELECTRIC UTILITY MANHOLE ®®® w AY 00� 'I • • � ,; fY � Nird d• '.• • ' 0 qD I N G DOCK -.. °.�• .• � � - � ° d �. � °• : 4 °. '" • - ,. d � � S EXISTING SANITARY/SEWER SYSTEM MANHOLE ° d ° .da °. d. •• d ° ° EXISTING STORM STRUCTURE —� ®®� ® . .d . e d d d d .d • I ® d I. d :8 ° ❑0 EXISTING TRANSFORMER :o• ° I• � ' d ° ° ° d. . d u � • EXISTING ELECTRIC UTILITY PANEL — —po— e�� -- R O ' D ' EL i AL i AY • a .: 1 -d ° . ' : ° ° . d • •a d • t ON C R.E.TE. . • . - � o B A. - BOV' SU '. ER • NE LO SIN DOC' /� • I a • • d ° • w� I O EXISTING BOLLARD z o d ° ' d. d ° a ' da// /�° ° UVAL ' \444A. I EXISTING WATER PIPE NORTH/ Xi� lP 11 11 I^ll�ll' l / l� "l�l l r 'l r ( l �dl 1 / P l l f l r � l l l' l // / l i l 9• r 'l r l r l r / r l l l r' ' t r l r r A. • MAP .•a d .. °. d d° d .a ' d°• d• E EXISTING ELECTRIC LINE KEY A c) o °° • SCALE: 1" = 250' C z ° a r l r l' l r u GAS EXISTING GAS LINE o T d • ' 0 ° FO EXISTING FIBER-OPTIC LINE w Cr W� I N EXISTING TV LINE 0 Q o A . I / / &' : ,• g , EXISTING CONCRETE PAVEMENT 0 Q • 1 o ° 1 X EXISTING TREE TO BE DEMOLISHED Q oo °� I ® EXISTING UTILITY LINE TO BE REMOVED EXISTING SEARS Lad Q � � o d —,\, A,— SAWCUT BOUNDARY �� w o ° ° d I I I I I I I I I I DEMOLISH SITE ITEM >IIIII BUILDING = � wY Ec ° A I 24 d 1 �� N� �� EXISTING CANOPY TO BE DEMOLISHED w o \\ • IXXXXXXXJ EXISTING PEDESTRIAN BRIDGE TO BE DEMOLISHED J -,- :I'— Law coa: 4 I •4 V////// EXISTING BUILDING TO BE DEMOLISHED Y m a `•w " X.XX% EXISTING SLOPE N E • ° 1 DEMOLITION KEY N a l l l 1. l I. , � r o � r< . O EXISTING CURB TO BE REMOVED ,� ° AIIIIIII c0 'CD -c °• d . . d d' • 4 • 4 • d f-�- r-�� ~/ 2 EXISTING TREE TO BE REMOVED d d ° ° d° .0 G .I l l �1 /-F--1-1—Y -1 l i- lO ° . d d 5 ° V a�•, •,- a. . r, . . - °. da.r° d ' a -a u O ��p PROFFS,S o ° n d ° � GIN£ /O H � - `� / - -- _ ® O I O EXISTING LANDSCAPING TO BE REMOVED �� .� F� ti� X _ 0 81692PE Lau o ' I, d, - - O 44. I 4O EXISTING FIRE HYDRANT TO BE RELOCATED OREGON °° " O7 EXISTING VAULTS TO BE PROTECTED IN PLACE 44) 8'Z a r l / r l a y<ER J. 0� No p '—' d EXPIRES: 12-31-26 cn . / $ • ° 4 I O EXISTING STORM LINE TO BE DEMOLISHED IN PLACE. CONTRACTOR TO SLURRY-FILL AND O � 41 r r / O GROUT FOLLOWING COMPLETION OF STORM REROUTE INSTALLATION o :� / O r--- i7 _b%� • 1 11 EXISTING UTILITY LINE TO BE PROTECTED IN PLACE I Q ° uai� G .f ��.° . ,,^� / / / �--p• • . • .��/ 1 r l 1 /� /� ° U N O / s AN d d° ' d • ° ° . • °° ." ..°\ RD �- a T �/ ♦ - I /� --)1001 ,1,4 1 15 EXISTING CURB TO BE PROTECTED IN PLACE O co N w m } • D d •f� rI ;d . d•. '° •. d •• 'd .• ° • • . ° .•. A • a d d G ^^ . , 8• V �� u 0 N 0 m p o - • d . ° • a v Q CO z O� U ° . °'. 'd ° d'• dd •.d d b d - p a C d'd •- d/ - - - - Y ® ° 1 16 EXISTING SEARS POWER SUPPLY TO BE DISCONNECTED AND REMOVED Y o o J c� d ° 1� •o ° li d I U w _ � � ~— �; �� —,�� ') l / / / / , l /'- -i / `^ •1-: • .4. a. d .. • ,�, - . \ 20 EXISTING BUILDING AND CONNECTED CANOPIES TO BE DEMOLISHED. BASEMENT TO BE O O / -/ I / , + / -% , , , -/ , / -/ , "1- '7— - ..1 , - - A O BACKFILLED IMMEDIATELY AFTER DEMOLITION. SEE GEOTECHNICAL REPORT AND I ` 4, % '',; t STRUCTURAL PLAN FOR ADDITIONAL INFORMATION -- E Oo ,� r, 21 EXISTING CONCRETE SIDEWALK TO BE REMOVED 0) / � I�'� _ ® I 4 EXISTING STRIPING TO BE REMOVED 0 Q o y O /// ry / _ / % 23 EXISTING ADA SIGN TO BE REMOVED j .l 1 1 / r i l l • oii .. TYP. .. 1 1. TYP. c �/ • Z a � /,/ © ^ g // 24 EXISTING WALL TO BE PROTECTED IN PLACE z O I� �� W�� ' �- W W W �. W W OSW W W W W M �14 � " `�_ GAS ��,w GAS GAS GAS GAS 'S GAS ��`' GAS GA AS GAS czs. % GAS 3AS GAS `- L'Tn - �* E z o� „, �� !- t E E —E — E - - ._ E E �� 1 , I •-y E1PIPPF TYP. 11 w _ - O � o o Tv Tv -� �C> - -E-, TV e TV N TV TV ' /,^� � 0 — Ni E E Pr- E TV TV - N N X o ° & .... ii Ill - Osss 4 J -, . . . „ _ „,,‘„, ,,,,, , TYP. N Q I Z 0, ° TYP. 22 °S ' , ,^,,�°` I \\ J U O ° ' °` V�1 DEMOLITION NOTES r Q z t o „^ t N 1. THE CONTRACTOR SHALL COORDINATE ALL REMOVAL EFFORTS WITH THE OWNER. co ° Q COORDINATION ITEMS ARE ANTICIPA CL TED TO INCLUDE SITE ACCESS, TRAFFIC CONTROL, W ��-8` 0 MAINTENANCE OF ACCESS AND UTILITIES FOR EXISTING BUILDINGS TO REMAIN, AND EROSION U) Et 0 0 a,cn Rc CONTROL. Q �� GAS 2. ALL FEATURES MARKED TO BE ABANDONED IN PLACE SHALL REMAIN IN EXISTING CONDITION Q (D O °�'I ``' UNLESS REMOVED THROUGH EFFORTS FOR OTHER FEATURES. O 0 3. SPECIAL CARE SHALL BE TAKEN TO PROTECT AND MAINTAIN ALL EXISTING FEATURES NOT w co 0 ° °' ,^ ,4Wr, kk ° MARKED FOR REMOVAL. IN THE EVENT OF ANY IMPACT TO SUCH FEATURES, THE (n Z_ CONTRACTOR SHALL PERFORM REPAIR AND/OR RESTORATION TO ORIGINAL CONDITION AS OF Z Q a �, ^ START OF WORK. O O n ° i t , I 4. WHERE PAVEMENT REMOVAL AREAS ABUT OTHER PAVEMENT AREAS TO REMAIN, THE L "^ ( EXISTING PAVEMENT SHALL BE SAW CUT TO PROVIDE A BOUNDARY WHICH IS STRAIGHT AND = C� O )' ^ °i CLEAN IN APPEARANCE. O Z CL Q a �, w 441 5. ALL UTILITY MAIN FEATURES SHALL BE PROTECTED IN PLACE UNLESS SPECIFICALLY MARKED O_ _ FOR REMOVAL. _ CO I ° g6. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF U 22 TYP. _ Q F ' /°^°6 I OF THE CONSTRUCTION SITE. (� O TYP 22 : I OGRAPHOIC SCALE IN FEET40 CI Q ~ c_, _ / \ U m , . :14 NORTH SHEET NUMBER 6 O SCALE: 1"=20' C1 .2 • Lh } CO ° SITE LEGEND WASHINGTON SQUARE / I — — PROPERTY LINE A © / / / / / / / / / / / MALL /o / , / /,. ... .., / _ _ / EASEMENT LINE _ ./ / ,........, /�/ PROPOSED STANDARD CURB E 1 _L/\ ° / / TRENCH LINE FOR STORMWATER REPLACEMENT o oIII • y:'. ,. . I PROPOSED LIGHT DUTY ASPHALT PAVEMENT z I 0 . g'.}''• � I I I L— PROPOSED HEAVY DUTY ASPHALT PAVEMENT fy o © ..ate, cv : ':. :. a m :i. • •M 1fir. •.a-. .a.• PROPOSED CONCRETE PAVEMENT " /. _ � ..` .v I I PROPOSED CONCRETE SIDEWALK EWALK / rr I Q / l1.1 w w Oz L.o .v .v .v .v .v v PROPOSED LANDSCAPINGPROPOSED HOS ""�: EN • � OPEN SPACE °L 2-STORY :..•....\ , , , , , , , \ z8I ,±7,800SF 73N' : PROPOSED SYNTHETIC TURF SURFACE TI 0.)0 Oi ' - +142,000 SF :..: .:... :: I 1 . . . �. 4, 4, 4, 4, 4, 4, 4, 4, ' I Lwj o m t / 1 .0, T ..:..:.:.:.:.: ° I I I I I i ' I I I I I I II II I II I I v <- = oi . 4 4 4, , 4 PROPOSED o- o ........:— SPORTS FIELD = . . ..:: — < Z ` :: SITE DATA SUMMARY TABLE: : ±18,400 SF o � I Z o O< WI I/ . z OWI (---;(-:,,,,,, -Thfr u _1l SITE DISTURBED AREA 4.90 ACRES (213,482 SF)(j4o II I BUILDING AREA � cL Li ' � +142000 S.F. CU c°' (TOTAL GROSS FLOOR AREA) w a 1 / / / / / / / / W • r ' rn .... .. I I I I I I �< " I TOTAL PARKING SPACES PROVIDED 164 SPACES Y m ° v \� I I m .v < TOTAL PARKING RATIO PROVIDED in D \ 4_. .. (BASED ON TOTAL GROSS FLOOR AREA OF THE o 0 """"' """"" 2 .v G ONLY- DOES NOT INCLUDE FIELD 1 1 / 00 S F R. ... Er 'y m - BUILDING �;a- 't�. ...:...':... :....• : ARE O:.: :.. .... . . :. .. ... > A) -0 ° w m W E �. ,�� i ' 7� �\''' W < TOTAL ACCESSIBLE PARKING SPACES Do L �,� .v m 5 SPACES 0 0 '�" O 1 ��0� _� w < PRORVIDED PROF o o /i�� ' j / < C I CI STANDARD ACCESSIBLE PARKING SPACES 4 SPACES `��D IN£FS`r0 o gni rr � );��: / �` �` t ` ` �'` 4, �� : 11 < I VAN ACCESSIBLE PARKING SPACES 1 SPACES i� ; ti9 W 81692PE I . a ►�� OREGON o E " „W ra 4 � tr � �AA s v v W m ,, EV CHARGING READY STALLS PROVIDED 33 SPACES �qR 2�� -6' ° )1tilak, 60.0 TRENCH LIMITS < ER J EM _ EV CHARGING STALLS INSTALLED 6 REGULAR/2 ACCESSIBLE FOR STORM LINE > m EXPIRES: :2-31-26 \ EM z REPLACEMENT "� < BICYCLE PARKING STALLS* REQ'D 43/ PROVIDED 20 SPACES DEVELO"4 NT SITE w Q �� s � < h "SUBMITTING TYPE 2 ADJUSTMENT 1 o Q D EL ENT SITE m L." 1: U �` O N 2 I /ta < "�. N I W O LLJ O CO o d I p CO H N U) >- / CT) < oo < C° m CD ° I ' O o w C z w Y Q CT) Q w 0 0 0 0 o o o a, Z ►, I- Q O co 0co cn o 61 Z .Q v=iW O XI ID Q Q CK S Z 3D gloomJ Q Y 0 �' Q • H O— E 7 (f) ( r Z 0 N a� • N o I O NLO �' I O o al co E • N m 0) 6 I U O < o ,", I Z w o LL Q O N O2v- fir: — 0- uj 0 D (I) ------"-----, / 4i'''' * T a) 41 ti j 1 • o e - O❑ a CI © it H O © - LII cn U — ® m Z Z_ ° - r SW WASHINGTON m J Os SQUARE ROAD - 0 H c _ CO i- LL OE2 T1 T I I I I — Q UN GRAPHIC SCALE IN FEET }Uo 0" 120 40 80 / \ 0 o m G' NORTH SHEET NUMBER ° -6 ° N 0 SCALE: 1"=40' C2.0 2 o 1 01 305.0' m N 4 r LINE TABLE LINE TABLE / 1 1 = ram, ,/,/ /um,-, „■••,/ ), •••,..um.. - w Q LINE LENGTH BEARING LINE LENGTH BEARINGA i 0 L1 27.85 SO°42'32.72"W L53 16.17 S59°35'38.21"E a I � � II L3 3.57 S44°26'25.62"E L54 12.24 N60°49'03.01"E as' `-, °'. � . -..1 . 1 _C2.2 � I L5 352.30 S89°26'25.62"E L55 10.80 SO°34'30.69"W d . d ` � 1 J L21 23.83 N44°26'56.15"W L56 15.59 N62°05'05.39"E .4 0 . �� _ I r �� da, L24 6.04 S0°29'42.12"W L58 7.98 N0°01'37.21"W 4. . WF ? �� l+ ° g f _ Z L26 14.44 S59°02'27.22"E L60 17.31 N89°26'25.62"W ° ': O d Y BRIDGE t . 2 L27 8.39 SO°00'00.00"E L62 3.73 SO°35'51.61"W 44 4' - _ w d �d • ice,_ IY 1 L29 10.60 S590 27 36.13nE L64 16.31 S590 38'26.89"EP c,o / O FD . ` :, L31 8.16 NO°00'00.00"E L65 10.90 NO°31'17.69"E +�� i rn • ' :Ij ®®®® I L33 10.80 SO°34'30.69"W L66 13.09 S58°49'38.15"E N 1 - =i E,' u nnninni S L34 15.59 N62°05'05.39"E L72 5.55 SO°01'36.09"W ''"""\ 15 0 I o z L36 9.53 NO°01'37.21"W L123 27.65 S58°00'15.96"E T/ , KEY MAP = L38 17.47 N89°26'25.62"W L125 3.32 SO°16'54.80"W 4, . 0 ° ,fj SCALE: 1" = 250' NORTH a O S L40 5.48 SO°33'34.38"W L128 27.68 N58°02'38.06"W ,,V"Q; ° ° ^ I SITE LEGEND L42 12.48 N60°23'50.70"E 50.70E L130 3.32 NO 49 34.10E r // � J o Q o L44 10.50 NO°30'57.51"E L132 3.43 SO°03'40.30"W - * � - - PROPERTY LINE o o E (/) / � 0 o ° ""�\ �° L45 12.40 S60°00'28.48"E L134 29.50 N60°53'09.89"E � � W � � EASEMENT LINE < � ,�, � • a PROPOSED HOS ° L47 3.41 N1°16'29.98"E L136 3.25 N8°29'47.29"W PROPOSED STANDARD CURB /\ Q _ L49 17.95 N89°26'25.62"W L139 28.97 S60°47'54.40"W - 0 w lim. ° (� 4 ' 2-STORY ± 142 3 000 S F TRENCH LINE FOR STORMWATER REPLACEMENT �@ . L51 6.87 SO°20'53.46"E L141 3.19 NO°39'40.03"E f ' `'`, Q I = ' w Y o W 04 CUwzo � r �, I I PROPOSED LIGHT DUTY ASPHALT PAVEMENT0 Ir � m 0 N I PROPOSED HEAVY DUTY ASPHALT PAVEMENT LO D LINE TABLE ` ; ■ .■.. o 0 W • w N • `' PROPOSED CONCRETE PAVEMENT p LINE LENGTH BEARINGK4 _, .. . ••• ,. •, .. e E 2 L143 27.18 N57°52'24.66"W :....:`:....°'''`• `''`' PROPOSED CONCRETE SIDEWALK ° / Q 1 16 ° L145 3.19 SO 46'06.19"W C� ::.....:. ...._.,. . �p PROFFS o R 1 L147 27.19 S57°52'29.41"E -- �,. ® x .v x .v W .v W .v W s W PROPOSED LANDSCAPING242' W W W C- 81692PE Q Q c 1 o N � � � L ' I I I I I I I I I I I III I I I l i PROPOSED SYNTHETIC TURF SURFACE OREGON �o � � W y<ER J. �� w ° CURVE TABLE CURVE TABLE ,:u,�yb, j EXPIRES: 12-31-26 o SITE INFORMATION o CCURVE RADIUS LENGTH DELTA CURVE RADIUS LENGTH DELTA " 1 / 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. Q 6 j � Cl 28.00' 22.06' 45°08'58" C27 3.00' 4.74' 90°31'58" 7- � � w N.- LC) � L Q r 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL o o cn C2 28.00' 21.99' 45°00'00" C28 3.00' 3.12' 59°40'03" �' � I� I EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE DEMOLITION PLAN. rI Q Q m m t o N o m - C7 28.00' 8.69' 17°47'23" C62 3.00' 6.34' 121°10'10" , "'' " \ I 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED = 00 w z z Y _ L / / A IC .-4 i jr '� ..3DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY Y o o a w a _ C8 3.00' 6.14' 117°16'29" C63 3.00' 3.05' 58°17'11" ® w THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 0 o o 0 L1 C9 3.00' 3.12' 59°32'09" C64 3.00' 6.37' 121°40'27" 'c'i F( 6 4. ALL RADII 3' OR 10' UNLESS OTHERWISE NOTED ON PLAN. ° ° �, C10 3.00' 3.11' 59 27'36" C65 3.00' 3.08' 58 52'12" r �� tip 5. ALL DIMENSIONS SHOWN TO FACE OF CURB UNLESS OTHERWISE NOTED ON PLAN. 0 o ° C11 3.00' 6.31' 120°32'24" C66 3.00' 3.18' 60°44'14" II co Q (,•,N Q C12 3.00' 2.36' 45°05'43" C67 3.00' 6.24' 119°10'30" C1 W CONSTRUCTION NOTES I- C13 3.00' 3.25' 62°06'43" C68 3.00' 3.63' 69°22'57" C8 C71111-IMMIMIN ill It ' Q L24 'k C2 F 4 1 CONSTRUCT 6" STANDARD CURB PER DETAIL 125 ON SHEET C5.1 0 XI C14 3.00' 4.68' 89°24'48" C69 3.00' 5.80' 110°42'18" `' \ . I .' I �. ° ° "" I P 15 1 2 CONSTRUCT HEAVY DUTY ASPHALT PAVEMENT PER GEOTECHNICAL REPORT J .W W W C15 10.00' 15.71' 90 00'00" C70 3.00' 6.36' 121 27'51" W w / wQ J AM L21C16 3.00' 6.29' 120°09'44" C71 3.00' 3.06' 58°32'05" C9ikk\►�� ,IIPJ C12 GAS - G S •GAS GAS yr- G S GAS La - SVO4 CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES PER CITY OF TIGARD H 0_ s ' irrgi L31 F E � - t - • AND OREGON STANDARDS DRAWINGS. SEE DETAIL 128 ON SHEET C5.1 Z • SC17 3.00' 6.22' 118°43'02" C72 3.00' 6.35' 121°21'29" \ I - E r 18 0 � 5 CONSTRUCT CONCRETE SIDEWALK PER DETAIL 120 ON SHEET C5.1 o S C18 10.00' 15.83' 90°42'56" C73 3.00' 3.07' 58°38'36" 1 L26 E'I • N © MMIVM C27 N 1 C15 C14 E E . . E .� C19 3.00' 4.76' 90°54'28" Et TV L27 ► ��_ 1 C19 E L49 N $ ,,, L60 C22 E L72 E 7 INSTALL DIRECTIONAL ARROW PAVEMENT MARKINGS L29 ' '/ C28- • L70- o 0 o C20 3.00' 3.10' 59°14'45" C10 •� C11 ' W Vir --, �� C184 C23 ( 8 PROPOSED STOP BAR 21.0' C21 3.00' 3.25' 62°06'43"cd C70 L147 L318 m /5' J L L47 21.5 L62 458 N J R Y C21 9 PROPOSED LANDSCAPE AREA K4 .� C22 3.00' 4.68' 89°24'48" L141 C73 2 .tr C20 , 1 `� lir Z C23 10.00' 15.70' 89°57'43" L40 C13 N h 10 EXPECTANT MOTHER PARKING SPACE U O Q C71 9 11 J z � 6 C24 3.00' 6.27' 119°46'49" 1 \ C16 / s C17 L56 .. Q - L42 L55 L64 11 INSTALL HANDICAP STALLS O N L143 L145 L34 L53 L44l L65 o I C24 i a- w 0 o , C72 L33 . L54 15 BIKE RACKS (10 SPACED @ 2.5' O.C.) (n Et 0 JIB � Qo �� 18 PROPOSED CROSS WALK STRIPING .�li I I 0 tn 1 0 in CO Li ill*° L123 L139 C69 eM o Q C62 0 (1 0 L130 L136 p p ° C63 C66 C68 Z Q c C65 L125 L134 D ELO ' kiENT SITE 1 cn L128 L132 / U Q O • C64 C67 GRAPHIC SCALE IN FEET 0 U 0 10 20 40 / \ p I m • _ _ :7...7" . m- _ _ _ mm- -).....7.,m mm- mm _ .... -.. .:17.........:, NORTH SHEET NUMBER LINE TABLE LINE TABLE MIMI= °°LINE LENGTH BEARING LINE LENGTH BEARING L7 33.95NO°33'3 4.38'E L74 9.53 SO 00 02.13 W aaR µ. 7 L9 58.88 S89°26 25.62'E L75 15.27 S63°04'40.98"W T. I T ° d . / L12 44.86 NO°49'47.09"W L76 10.91 NO°33'00.88"E I �'' •,,'''' if CD A 'd,4' . . . a ' • C2. 1 I [7:Ci2.2 _111I d qa. Ad :a `I' �, L14 107.05 N89°26'24.61"W L77 12.76 S62°12'39.09"W e t ��I° • - - _ J S89°26'25 62"E NO°59'15 61"E �� "`� � _hi Al• Onuwuuoul■� �� L16 71.01 L78 4.79 I 1 �� 1 . ' I®IeIIIR d �:wl`y o ��a- , „�- ,lily d d vp5 L18 152.50 SO°33'34.38"W L79 17.68 S89°26'25.62"E �� ® � � �� __` z ° d d.4 • L19 86.35 SO°33'34.38 W L80 17.21 Ns9 26 25.62 W f . R W / , 011 „ o , n a4 4 N � I. I II ICIill a.d d d4 89°26 SO°14'32 08"W \\\*‘t w ° L20 120.34 N '25.62"W L82 7.20 ` cc ° 4 a . . d ca oi��lll1Mr... 4 „n °him a a I,,,,,� d d \4 . a ` ' ,� ` a N1°41'23 51"W 58°25'11 40"E y 111 L68 2.71 L84 15.45 S E III vaA d d 4Q 4 , ;�WIEMPI V • .man •d$ d d°�' d 44 .d 4 .. a. . 4 Pp ®®®® g) FROPOSED F-IOS * � � 4 d .. 4 �d' ..•dQ. .d Q 4 : O da - Q. Q d. Q dQ .'da 1 V __��-r "' i�_� d d - o n.4 A a d d o��lil . . 4 177_T e d. d 4.d a d a. 1nIIIII II • r d d 4 .c., 2-STORY ± 142 000 S F Ld d 4 444 4 4 d ^ 4 4 4 4 4 4 4 z v13 d d 'a" 4' � LINE TABLE LINE TABLE 4 ° 4 d C .d d 4 d . .. O : tl � a � 4�. 4 �d � .' 4 � C7 d 4A '' KEY MAP m' '; 19 . 4' . ' S7111� 4 d Gd d_ 4.d 4 .4 d= LINE LENGTH BEARIN LINE LEN TH BEARIN SCALE: 1" - 250' NORTH aT444 d01.111[111d d, :O d 4 '4 d d ,.. d EI d L118" a 4 d d e d' 4 a U' L96 21.14 S63°45'11.94"E L85 10.39 NO°31'34.09"E 6 L98 14.27 N14°1114.70"E L86 12.70 S58°40'29.94"E LINE TABLE LINE TABLE Q 0 0 II _ _ L16 = ' 1/ 'I \V L99 11.51 NO°33'34.38"E L88 4.22 NO°56'33.41"E o Q . . . v - a LINE LENGTH BEARING LINE LENGTH BEARING o - 0 ° I 4V "V \fr \V 4V \V 'V L101 35.96 N89°26'25.62"W L90 5.28 SO°19'13.19"W < � °; o 1 e 6 � �y .� .tc►!'!�.�. ? L110 15.77 N61°5T52.24"E L152 27.12 S62°07'07.58"E ^ o o 0 I � . .` \, , , , 4 \V L104 2.20 SO°47'38.00"W L91 15.65 S60°18'12.17"W ^ Q a o ° ___ . . . �`. • o `J L112 4.68 N1°02'20.34"E L154 4.79 NO°02'39.61"E "\ Li I ` L106 14.20 S63°56'29.16"E L92 10.36 NO°28'06.79"E - Z 5 aLc) w f `V `V `V `V `V `V `V I L115 90.57 SO°33'34.38"W L156 28.14 N61°13'03.54"E o I L107 10.52 SO°34'18.33"W L93 12.07 S60°17'09.18"W w z N G \V \V \V \V \V ' ° ° L116 18.24 S14°11'14.70"W L158 3.54 NO°14'53.95"ELi 0 L108 10.57 N60 40'11.64"E L94 1.78 NO 21 13.83 W w H E \ 4' 4' 4' 4' 4' L118 80.00 N89°26'26.97"W L160 28.08 S61°21'44.29"W laJ t. . 1-1 L109 115.67 NO°32'47.89"E L95 16.97 S89°26'25.62"E E m ° 1 " L119 17.52 S89°54'09.37"E L162 3.63 SO°33'59.83"WLID m 5 20 N -E') I ® 21 TYP o Ell L121 17.07 SO°43'18.17"E o 1 �V �V ccio n • n -0 U I I 1:;1 I I I • I I L148 26.58 N63°46'57.28"W r I I 12.5' _ I- 14.0' 1 �; E I c° • J �, r L150 3.85 S1°55'43.19"W co �, �, �, �, �, �, �,' �� CURVE TABLE SITE LEGEND ° • L18 . . . L9 © o_p PROF ° I '' 4 CURVE RADIUS LENGTH DELTA - - PROPERTY LINE �,__•\�GINF�s`'�Dy9 C • L19 C5 C3 28.00' 43.98' 90°00'00" EASEMENT LINE 81692PE ' ' ' ' ' j \l/ / • o o a r101. . . .yR C4 48.00' 75.40' 90°00'00" PROPOSED STANDARD CURB ��EQGON��1 1 / C5 10.00 15.95 91 23 21 yo64 � ) GERJ• 0 • a . . i� C6 10.00' 15.54' 89°01'27" PROPOSED LIGHT DUTY ASPHALT PAVEMENT �' I 45.6' I EXPIRES: 12-31-26 0 C58 o - / C25 3.00' 6.43' 122°51'45" I / 4 �L112 • I PROPOSED HEAVY DUTY ASPHALT PAVEMENT Q 6 1 ( ;_�� C26 10.00' 15.32' 87°45'02" U tiLc) O COI CT) ITI C29 3.00' 4.68' 89°26'28" w N o < ;i�1 o p PROPOSED CONCRETE PAVEMENT Ct oo Q Q m m o w 10.�' L 10 " C31 3.00' 3.30' 63°04'39" Q coo - w z z 0 m _ N, 0 U +� U o n J > PROPOSED N RETE SIDEWALK CONCRETE I w W C35 3.00 6.22' 118 46 37Q � a _, a U (n O O U 0 o • t j 26.0 AlC37 10.00' 15.63' 89°34'19"._____d 1 I `Y `Y `Y W W W o I '/ ' I <. • m , .., , - - W W W 4, 4, 4 PROPOSED LANDSCAPING H.-- ..010,/// ,,,,, C39 3.00' 4.73' 90°19'02" 4, W W W 4, 4, 5 I C40 3.00' 3.07' 58 39'43" LW " IIII III PROPOSED SYNTHETIC TURF SURFACE 0 co Q ��a «�� I rll i e C41 3.00' 6.30' 120°22'57" Et °' 0 120.3' ' / , -> 0 -- _ - '- - _' e - . in / F, < ,! C42 10.00' 15.77'- 90°22'S9" CONSTRUCTION NOTES z Leo �,! I m - s A 0/ © < i, , ki44i C43 3.00' 4.70' 89°45'39" 1 CONSTRUCT 6" STANDARD CURB PER DETAIL 125 ON SHEET C5.1 O I o 1 4 5 > - W I m = II C45 3.00' 3.14' 59°58'59„ _Iz - 2 CONSTRUCT HEAVY DUTY ASPHALT PAVEMENT PER GEOTECHNICAL REPORT Y w w - ,� k,,, - w w w ,,, w w 16 W -- M i•1 C49 3.00' 6.25' 119°21'37" < - GAS �Ac GAS GAS GAS GAS - ^"` GAS GAS GAS 3 y •S GAS AS GAS _ ~ � -o C51 10.00' 15.87' 90°54'48" 3 ACCESSIBLE ELECTRIC VEHICLE STALLS. ELECTRICAL VEHICLE STALLS TO BE INSTALLED BY z Q SERVICE PROVIDER AS DEFERRED SUBMITTAL. �� F C43 �' > m C53 5.00' 8.91' 102°03'33" 0 ■ �- _ _ � t= "� C55 - F ' i' E �� `� • - ° 4 CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES PER CITY OF TIGARD N C39 i C fl C54 5.00 7.85 90 000o AND OREGON STANDARDS DRAWINGS. SEE DETAIL 128 ON SHEET C5.1 E ° C26 E L104 I•ll N mod- Tv L82- TV -� / > I " 5 CONSTRUCT CONCRETE SIDEWALK PER DETAIL 120 ON SHEET C5.1 O NF '� L79 E E L95 ii E N \fr9 ry ry ry Tv I I C29 l L80 �'� '' I m I CURVE TABLE 20.5' �, �,I ��, �, �'Q 21 9' G �, L90� C5� L101 I < 6 CONSTRUCT CONCRETE DRIVEWAY L68 C31 J 2 .1' L88 ` C49 C45 t > 2 4 G'os C54 W m ��I �, N CURVE RADIUS LENGTH DELTA7 INSTALL DIRECTIONAL ARROW PAVEMENT MARKINGSL78 `V Iii J ` 9 8lii g C9z • ° 1 1 C40 �g� J > < ' „1q \ a �� I C55 3.00' 4.70' 89°45'56" J () O Q• ' ��6 �� 9 ‹..2/ ITI uI o a PROPOSED STOP BAR J z WC35 / \ L84 / < C56 3.00 3.39 64 44 07 QN .� 9 L85 L86 L93 L107 l 'cp ' C2577 , 5 C41 L92 W m '� ,�, N C57 3.00' 3.19' 60°55'32" 9 PROPOSED LANDSCAPE AREAJ a N W o 104, „o0 L76 �- a c� C58 3 00 5 50 05 0 39 _ (nEt O 0 ,gyp > 12 PROPOSED BUY ONLINE PICKUP IN-STORE PARKING • ® W <- GA C59 28.00' 36.85' 75°24'07" p � •� C53 .� �U.I c,G, �..L Q O 60.0'TRENCH LIMITS C6O - � C60 3.00' 6.99' 133°31'03" 13 CONSTRUCT CONCRETE PAVEMENT SECTION PER GEOTECHNICAL RECOMMENDATIONS 0 FOR STORM LINE I> < 1 e W U) z "^ C61 3.00' 4.67' 89°09'25" 15 BIKE RACKS (10 SPACED @ 2.5' O.C.) U)cn REPLACEMENT - �°' `� 2 DEVELO ' `.i NT SITE C79 m " L160 uJ < � I �, C74 3.00 5.98 114 17 20 16 FUTURE EV CHARGING STALL CONTRACTOR TO INSTALL 4' CONDUIT TO EACH STALL FROM O n U 3 C74 L148 L158 m I " ,r C75 3.00' 3.35' 64°02'51" BUILDING FOR FUTURE ELECTRICAL INSTALLATION = 0 O p C78 5 ' , Z o_ Q „� " 17 INSTALL BENCH O � ° C77 � I C76 3.00 6.17 117 5013 _ fx L150 _ C80I C75 L154 Gm I C77 3.00' 3.34' 63°49'37" ~ o g 19 INSTALL 11.5 SCREENING WALL U W O Q) L156 - Q �L152 C78 3.00' 3.19' 60°58'10" o L162 / ° 20 INSTALL 6" THICK CONCRETE PAD OGRAPHGIC SCALE IN FEET U �- C79 3.00 6.22 118 5310 / \ Cr) C76 C81 °' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ m.. _ _ _ _ _ _ _ _ _ _ C80 3.00' 3.18' 60°47'44" 21 INSTALL BICYLE MAINTINANCE STATION NORTH SHEET NUMBER -0 o / \ / C81 3.00' 6.25' 119°20'56" 22 INSTALL 4' SCREENING WALL SCALE: 1"=20' C2.2 CU \ m O f o r, FO - 13 w `'' CP5 Q WASHINGTON SQUARE I / / / / / MALL / erg' 1 _ �w _ , LEGEND i . FL FLOW LINE E �/ �� H J 8"x24" LATERAL CONNECTION N lu PROP. 8" TRENCH DRAIN1 1 N. 657764.0741 i ' FS FINISHED SURFACE >, N II HEAVY DUTY TRAFFIC 657 05.347D7 / E:IN:7 (N) 5.6899 205.82 I I ME MATCH EXISTING � • � � � � INV (N) 205.82 I ?A _s• E. 7616952.3797 ` ° INV IN: (W) 206.49 7,31I - - PROPERTY LINE / I INV OUT: (S) 223.59 INV OUT: (S) 205.82 `J u) / . . i 39 LF OF 8" HDPE ® 1.00% '.,. - - I I I GRADE BREAK LINE p �N II \,,, _ TE �r 1'. "� N r 8" TRENCH DRAIN OUTFACE t I I I. - . -_- PROPOSED MAJOR/MINOR CONTOUR wi,}n 1 N: 657766.1576 I fY �' �� E: 7616952.3574 I \� _ EXISTING MAJOR/MINOR CONTOUR ill:,of , INv our: (E) 223.20 � 1 1 1 � II I I 1 � / (xxx.XX FL/ME)--. PROPOSED SPOT ELEVATION - I _ L. J_ _� 1 J _ " PROPOSED SLOPE 13LFOF8" HDPE © 3.04%�" I X.XX% r�l PROP. 8" TRENCH DRAIN / 213 LF OF 8" HDPE CD 7.83% CURB FACE ""I N PROPOSED HOS HEAVY DUTY TRAFFIC RATED \ :• I ' "' N: 657753.0001 Ii�r �,�� 2-STORY E: 7616952.3499 ; \ CURB BACK o r `\ / ±142 000 SF INV OUT: (N) 223.60- \� .., GRADING LIMITS Z• 1 + I .� FFE 228.70 (17 • �\ EN SPACE• ` 1I r� 0 INLET PROTECTION 4, N o ±7,800 SF I a i� < I STORM WATER FLOW DIRECTION ARROW • Ir \ :' �: I EROSION CONTROL WATTLE 0 PROPOSED Ixtel n PROPOSED STORM PIPE O Q � . =7 �,, SPORTS FIELD _ _ L. 7 = o a o 0 '', ` ±18,400 SF Z , �` Q z o / 1 o u °�' GENERAL GRADING NOTES ^ , 2v0 I , ) EX. MANHOLE 2 /\ Q w �j = ►� / STA: 16+80.77, 0.17RT 1. SIDEWALKS TO HAVE A MAXIMUM 1.5% CROSS SLOPE AND A MAXIMUM 5% LONGITUDINAL z ~ a w ,�" - / / / RIM: 225.77 V � 0 ( J (A C= INV IN: (N) 203.93 (EX.) / EXISTING 6' MH-1 �� / i 0�I - / �r INV OUT: (SW) 203.13 H zo STA: 10+10.02, 0.12RT 04 _ \ I / m 2. PEDESTRIAN CROSSWALKS TO HAVE A MAXIMUM 1.5% CROSS SLOPE AND A MAXIMUM 5% WE w cc i / / RIM: 227.01 A •• _,1;;r 70 \ - Iyi << . i I LONGITUDINAL SLOPE WITH STRIPED AREA. INV IN: (SE) 199.18 36" RCP - �� m C1 . Q \ s.. - INV IN: (S) 217.60 (EX.) 0 44.1 - - _ i m .. . - - 3. ADA PARKING AREAS AND ACCESSIBLE AREAS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL INV OUT: (W) 195.14 36" RCP (1' I DIRECTIONS. 'n D F� <' it. cn � - - - -227- - d W •mC' o -E' \ It U N W �/A r" 4. SIDEWALK INTERSECTIONS AND RAMP LANDINGS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL U �� i < '� 139 LF OF 36" RCP ® 0.50% c„ -0 o ��ul Ws it �� ® _ w m '� DIRECTIONS. IVI l� ,_, ,^ �� `,. r - - STPMl MH-1 _ 9�R W /Z -STRM MH-2 VV-. G WI W < J � 1 o ._ *� ,fir,, ,,. . GA_ STA: 11+05.62, 0.00 Sb' GAS - STA: 13+05.56, 0.00 A n. W. nAs ! -�_- GRADING NOTES 1, l =� 1�!: _ STRM MH 3' co RIM: 226.31 E E RIM: 226.59 r E 1 Q o) o oli! 96 LF OF '•" RCP 0 0.50% �1�!a INV IN: E 199.85WI INV IN: E 201.05 - _ STA: 15+41.38, O. 0 ,.�� pR /\ \ Tv ` INV OUT. )NW 199.65 227 E INV OUT( )W 200.85 RIM: 223..3 i O I 1 �t�stD Ore- . S • \ ' _ �- 12+0� - - �i, ,e ,, INV IN: (NE) 202.'3- m O ADA LANDING AREA - 4 X4 MINIMUM AREA WITH MAX 1.5% SLOPE IN ALL �� GIN£�c� oy 81692PE 0 1 1 \ \ : 1 13+00 +00 INV IN: (SE) 216.82 < / / DIRECTIONS �, v r e• \ �. �� = e =_ 2� _ INV OUT: (W) 202.23 i 0:= `_ m Pw\ 11 _� . / -* _ _ _i - �� -� 22� + 'r_' LJ L I I /I/I 999II7r2'V . ER J• p'� & '.41 f ---- (51 EM - - 32 / m� , , EROSION CONTROL NOTES cn :q \ - 200 LF OF 36 RCP © 0.50% 226 STA: 15+41.38, 35.45RT I r EXPIRES: 12-31-26 \ \\ - _ EM' 225 L RIM: 218.23 < eI 8 � I INSTALL AND MAINTAIN INLET PROTECTION PER DETAILS 915 & 920 ON SHEET Q •�\ `\�\ \ \ . J ` - PP' - - _ _ / INV o (NW) 217.00 < I I ` / C5.0, TITLED "INLET PROTECTION TYPE 4" AND "INLET PROTECTION TYPE 5", < ', I / _ - - _ - �� - < I I \ / O1 RESPECTIVELY. INSPECT, CLEAN, AND MAINTAIN PROTECTION TO PREVENT SEDIMENT r� Lc) o U Q \ - II V VG' V 223- i m I U 0 a - I LADEN WATER FROM ENTERING THE STORM SYSTEM THROUGHOUT w N- N 2 l 1 I I 7- o w o cn 6 o •\ ` 223 DEVELOPMENT SITE / I I I 7 / CONSTRUCTION.(TYP) o o Q Q m I II m 7 I I/ rn 7 cs) oJC\I o > o Y __ ____.____ ______ ___ 7 - 2 I I IIi / a c) a w �/ - - 22 - - - - - - - - - /I ' I \ / U w o _ cn o / cn C) I 215- •-o E y� 227 . ./ II I 7-7 - - - - - - - - _ ____ _ - -221 - - - - _ _ �� I 10214- - ' � Q ., r' \ 221 - - - _ - _ _ - - / IIII LJ II co Q / r /1 213 � J °' y �220- I 11 I Z1; w > Ai \ y - - 22o z2oco 2 _ II/////// . 11 �_�Z_ ii U \ �' LL X • 1� I I -21 1 \ Q �i %7 I'1 111 > 3 Q 279 /11 /- - - -219- - - - - - - - IIII1 210-- ��i7 �� XI*. - ----- III / U1 :► 06 __ i i o- \ o •\ / sa rti - - -218- - _ 22. - _ - - I1/ / I / v �209 � CD �n I E - � E E - _ 27 O - � � - III I /� /' I Z I - -218- - - 8 � _ - 1 I\ o r IIII / :207- - \isr(_ ,r---- N_ - / 0 0 . if ,... ..---------,„.. -217- - N I - - - - - - - 217 II 1 \ i \ \ � / �' s� so �� rya 11 I I- 11 / 7 206 - z °' E INLET PROTECTION TYP. SD / _ I�I Z\ Li 0 < / \\ - A-- - --- 21 6`O - _ ( ) // / - �205� / o _ _ - -/ _ _ - - - - roof •- - - �, I"� I III / I CC CC n SD s - \ / - ' - - -_217 2 216 _ _ _ is r- __�W__ _z '� / I - I I CC o \ - ❑ -- � � - ------ 215- 214-2, __ - - _-- *_ - � �I/ I O G _ - - - - - _ - _ - - -212211 ~�:-- � V/ -204 � 11 LLI o E / � � \�, - � - - ---_ - _ E - 210209g - _ /// 41 I vJ Et O LL Q O • S ss ss /ss / - -7- 1 �- -�- \ _ZoeLLJ co Li SS ` SS SS CS < v_<v-- � vgS--cv - s N ,o 00 01"� - SS ' !is Z° \ S W �R/A S H N G T O�I�I _ / // 1 1 ---�- N N _ N � s -� O I- • _ - - N \ SQU, YROA17 / / / / I ) ) --I- I - ,� O 1 7 _ i -, \ \ II 1: / LL _ O oQj' �/ / i �l �/ / / GRAPHIC SCALE IN FEET 0 U 0 20 40 80 'Irk Q U 1" m , NORTH SHEET NUMBER -0 / SCALE: 1"=40' (� .O o 6 ~ n E \ \‘: V (228.70 FFE)- m E \ 1\iiiiorN 228.70 FFE (228.70 FFE} --.\ 0 ° W .('� H \ le 0 6 228.00 FS/ME) 0 • ®-11111111 • • N.,....7 ==M %� a ®® C3. 1 C3.2 A 4 4 1 _0 wi P-C;)5Q:)-- il--- 1 ----C )-' e0 1 4/')'"A '4141111 ..: .!*.' v / / ) > L..1 \ „<:,_ ,,_, o fY o wor °=a�ar wa:o 0 / N�' * wQ� o e (� I \ z I I _t / ; N 0) KEY MAP / 54 SCALE: 1" = 250' NORTH Z O do v) ,An, / \rr / IPROPOSED HOS 0 , 0 -0__,, ``' co LEGEND o ,) o o / 2-STORY FL FLOW LINE Q o_ o z E /� / FS FINISHED SURFACE ^ zQ w ! o �4 i )4 v4 a \ 4 ± 142000SF � � � N C ME MATCH EXISTING z 5 o aj _ - - PROPERTY LINE w �w �/ II -lk \ Q FFE - 228 . 70 GB GRADE BREAK LINE Gil) 7 i\CCU w �� w ' /4 ° * J \`` S PROPOSED MAJOR/MINOR CONTOUR m \ /� w EXISTING MAJOR/MINOR CONTOUR N Q g (XXX.XX FL/ME)--. PROPOSED SPOT ELEVATION • imi CN 0 8 • 0 0 X.XX% PROPOSED SLOPE © o w / I CURB FACE 0 o / w CURB BACK o ° v) I ir ir ii GRADING LIMITS <��p PROFESS/ o 7 ��5 ��G I N E�r� O'1'� �o�g INLET PROTECTION 81692PE 0 0 / „, STORM WATER FLOW DIRECTION ARROW OREGON / EROSION CONTROL WATTLE q 8 0`� t ° 0 N I PROPOSED STORM PIPE '<ER J• °� o W f � EXPIRES: 12-31-26 (226.84 FS/ME) / N3 L 227.48 FS/ME) GENERAL GRADING NOTES _ z / Q Li U N. O C 0 '''"fa° 0 -(228.02 FS/ME) w N I L Q a °� 1. SIDEWALKS TO HAVE A MAXIMUM 1.5% CROSS SLOPE AND A MAXIMUM 5% LONGITUDINAL - o w o U) =N'_°� / W , Y^ - J u SLOPE. rI Q N Q o m LiJ N / / rea, `� / i! 1` ! 2. PEDESTRIAN CROSSWALKS TO HAVE A MAXIMUM 1.5% CROSS SLOPE AND A MAXIMUM 5% Y o o J c� z / EXISTING 6' MH-1Wil NE Q3 LONGITUDINAL SLOPE WITH STRIPED AREA. U w ce _ / I / / / / / _ / / STA: 10+10.02, 0.12RT �/ ;J�� U \\ o 0 0 0 o / \\ r ' RIM: 227.01 ®IC ►• / 8 \ _ _ _ 3. ADA PARKING AREAS AND ACCESSIBLE AREAS TO HAVE A MAXIMUM 1.5/° SLOPE IN ALL Z \ _ INV IN: (SE) 199.18 36" RCP------...._ 'p w \ DIRECTIONS. /, \ - INV IN: (S) 217.60 (EX.) ,� 60 228.40 FS) a \ ei 71. °w INV OUT: (W) 195.14 36" RCPIP:: 4. SIDEWALK INTERSECTIONS AND RAMP LANDINGS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL J \ „�„ � 228.70 FFE) o �, • ��a1PC1 DIRECTIONS. 11 m Q ' /1,4) - \ , \ I 228.70 ES) 228.70 FFE) 228.70 FFE) w �'y N /.---( GRADING NOTES V \ \ 0 Q 1�, \ £ Li I- 1 228.40 Fs L�„i1,i�J ADA LANDING AREA - 4'X4' MINIMUM AREA WITH MAX 1.5% SLOPE IN ALL Z I \ I �- 22s.1s FL ` oy 228.40 Fs DIRECTIONS Q -0 t.ti \ Lo [fi., .� 1 ;�. 0 0.01% i ° v F i�` j O ®2 ADA RAMP - SLOPE NOT TO EXCEED 7.5% RUNNING SLOPE AND 1.5% CROSSCt o � f „` 225.73 FL V. 226.74 FL _ H yy yy W _ W SLOPE (TYP) Q A WI' °G - \ v II \ \ �� - /-228 ,� W W W ►• ( GAS 'S AS As '�AC - nes _cas C228.41 FS �y� 9 sdC EROSION CONTROL NOTES °w \ 228.42 FS STA: M+0 T - , -E 228.41 FS : _-� co �� ,:u a ` �_:._ E RIM: 22601.62, 0.00 � / """� C 96 LF OF 36" RCP ® 0.50% , ' 226.75 FL) INV IN: (E) 199.85 226.74 FL 1 INSTALL AND MAINTAIN INLET PROTECTION PER DETAILS 915 & 920 ON SHEET Z \ 226.73 ` INV OUT: (NW) 199.65 - C5.0, TITLED "INLET PROTECTION TYPE 4" AND "INLET PROTECTION TYPE 5", ft /j� �w /\\ N Ty - `- TV ' 226.74 FL 226.74 FL E - O RESPECTIVELY. INSPECT, CLEAN, AND MAINTAIN PROTECTION TO PREVENT SEDIMENT 0 0 \ \ Ct �_� .� _ E 226.74 FL TV 22s.74 FL - ry LADEN WATER FROM ENTERING THE STORM SYSTEM THROUGHOUT N (*) 224.85 FLm \ _ : CONSTRUCTION.(TYP) ,(N E .t, V \\ I 225.97 FL) xG� _ t \ \ AMR r-s�� *Li f Sri M U O Q a 225.04 FL �� // Z W \ 226.36 FL L.L Q V (224.45 FL (226.58 FL j‘ii R CC 7 \ \ 226.54 FL �� 226.54 FL) � , O G O v 225.80 FL I `` E (226.19 FL \ I ' w226.29 FL 226.54 FL 6 J 0 (224.65 FL (226.06 FL ` Q O E o \N, Ig'' I \Y � I - �c EM Cr h n % t� i \N 200 LF OF 36" RCP ® 0.50% `%° / 226 (n z ` \ (223 02 FL 11pp D 224.12 FL) EM (-1 O \ n H\!)).\ A I _ 225 = Vz OLNL o c •\ I \Ar** \ (223.36 FL ,3_,_ - (222.63 FL 222.92 FL 0\ 223.74 FL) _ - _ -• •\ \\ N DEVELOPMEN 15I IT U Q Se o • \ GRAPHIC SCALE IN FEET 0 U H o .(222.48 FL 222.98 FL) 0 10 20 40 'Irk Q U 0 __, .A 223 m •\ 221.58 ME / NORTH SHEET NUMBER -a o \ .. SCALE: 1"=20' C . g / I 228.69 FFE) I I I I m o / / / :� I II Lu Q Jr ..., E 8"x24" LATERAL CONNECTION I I I ' N: 657764.0741 o = PROP. 8" TRENCH DRAIN - 228.08 FS/ME) _ ,ram _ _ _ _ _ _ ir _ms _No E: 7617165.6899. `J = \� III HEAVY DUTY TRAFFIC RATED 4 . - J E N: 657805.3477 / ° ° d - a INV IN: (N) 205.82 I 1 ° E: 7616952.3797 / ° 228.70 FFE) ° ° I. INV IN: (W) 206.49 I C3. 1 C3.2 a INV OUT: (S) 223.59 d ° a INV OUT: (S) 205.82 I �0 / °° a ° ° da d' �� er ° d• 11I I ® ® Q I - I I I ��\ a ,41l too - o o o rI r, - I I I \ d u 1 39LFOF8" HDPE ® 1.00% � \ - - - - - - - -(226.89 FS/ME �� J ° 4u. /, 9 A`i\�:n I o (Nit \---,i"' ''', -------_-___7 - -,-,7,m ,,,, _____ ,"' V ill 1 - = 8,i rY 8" HDP E @ 2% MIN SLOPE - t G � ® * e ® E 8" TRENCH DRAIN OUTFALL I I -- -_ - '° °. I;e6's\• ° .•, I ' -® ®® %_[J - C; N: 657766.1576 / 1 I - -- _, - - -� E: 7616952.3574 N I \ 1 , - - INV OUT: (E) 223.20 I II N I I A A� iRllilid 1 I I N A /� �� ° o ° I ) 1 ° z l I �' AKEY MAP _ - J - J - J -I I SCALE 1 250 U 0 -- " - ' NORTH z P CD T 13 LF OF 8" HDPE ® 3.04% - - - - - - - 213 LF OF 8" HDPE © 7.83% ° r, T C, O S 228.70 FFE) % u LEGEND O J a PROP. 8" TRENCH DRAIN a HEAVY DUTY TRAFFIC RATED 228.20 FS) ° Q N: 657753.0001 0 IT I g, 1- --0_ o E: 7616952.3499 0'75% CONNECT TO EXIST G I , FL FLOW LINE O a, o INV OUT: (N) 223.60 • • • • RCP VIA 8"X20" TEE I Q ° �' I FS FINISHED SURFACE ^ o o o CI \, 1" ❑ II 226.99 FS/ME) ME MATCH EXISTING ' z• w yam'' - -- `. 0.75% I - - PROPERTY LINE >g 2 PROPOSED HOS �• - OPEN SPACE \\ , d GRADE BREAK LINE 1-- z Y ❑ .4 • I CUI wow CD PROPOSED MAJOR/MINOR CONTOUR �� w 2-STORY - ±7 , 800 SF . EXISTING MAJOR/MINOR CONTOUR Em o ❑ W r, XXX.XX FL/ME PROPOSED SPOT ELEVATION CI ± 142 000 SF �(227.81 FS) �� X.XX% PROPOSED SLOPE • �� o 228.17 FS) (227.53 FS) ° CURB FACE © u' FFE = 228 . 70 .a _. . I ❑ o •n ••1. :. I• ,. I CURB BACK Do = PROPOSED 623�„ il _ GRADING LIMITS � � / ��p PROFF ❑ 227(226.8\ FS 226.80 FS/MED , . ,I [1-fl o INLET PROTECTION �`�� GIN£ two" SPORTS FIELD \-4228.17 FS) F - o , STORM WATER FLOW DIRECTION ARROW '" 81692PE I ± 18 ,400 ro SF �9 -(227.49 FS/ME) �� I EROSION CONTROL WATTLE OREGON 0 - ® Al d I PROPOSED STORM PIPE T qR 8,20`�� o \3i:.),÷ <v / y�ER J. O� / EXPIRES: 12-31-26 i I o -(226.64 FS) " GENERAL GRADING NOTES - EX. MANHOLE 2 / 11"NIAVSTA: 16+80.77, 0.17RT z o E - / RIM: 225.77 0 0 Q _ - - / 1. SIDEWALKS TO HAVE A MAXIMUM 1.5/o CROSS SLOPE AND A MAXIMUM 5/o LONGITUDINAL 0 ti in 0 v - - - INV IN: (N) 203.93 (EX.) w N 2 L Q / (c:- � � ) ( <_- - SLOPE. o o cn '6 I ,/ / \ _ INV OUT: (SW) 203.13 O co N w } } o wcn I - �/ / �l :�+ / 2. PEDESTRIAN CROSSWALKS TO HAVE A MAXIMUM 1.5% CROSS SLOPE AND A MAXIMUM 5% 0- o N Q o m o n. - 226.64 FL < ►'L LONGITUDINAL SLOPE WITH STRIPED AREA. Q 00 z z Y 2.86% / �u . 1 z O o L c9 '.' (n a u Y Q < W m 4 I 3. ADA PARKING AREAS AND ACCESSIBLE AREAS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL u) o o v 0) o / ❑ 226.80 FL' < / 1/1/ 4 • DIRECTIONS. 8.70 FFE < 4. SIDEWALK INTERSECTIONS AND RAMP LANDINGS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL �, `` \ / - DIRECTIONS. h- I ❑ 228.13 FS) m - - -co 0 / / '4 6,,\ i 3 �� , _ GRADING NOTES w co Q 228.69 FS / .0 LV l '' / m z •• / < ' '�� ' ME 0 ADA LANDING AREA - 4'X4' MINIMUM AREA WITH MAX 1.5% SLOPE IN ALL Q Q ( oo / DIRECTIONS Z 228.40 FS X i _ o 13 (/' %� x 139 LF OF 36" RCP ® 0.50% �(228.4o Fs} 228.41 Fs) - _> - < 111 I �'I \ O2 ADA RAMP - SLOPE NOT TO EXCEED 7.5% RUNNING SLOPE AND 1.5% CROSS Q 1.32% (228.41 FS (228.20 FS} w ITl '' I / SLOPE (TYP) o W -"' '" `" W W W W W M I►: I EROSION CONTROL NOTES a Z-- r_eS G, - �, �- sTRM MH-2 GAS _ -GAS- - GAS " ' - GAS G / GA GA G� S GAS < 4! AS / , GAS/ '0 - 1 - \ - RIM: 13+05.56, 0.00 - INSTALL AND MAINTAIN INLET PROTECTION PER DETAILS 915 & 920 ON SHEET 0 F RIM: 226.59 w �_--��E_-E _ INV IN: (E) 201.05 F F t F -� F / I I /, AI E/ / I C5.0, TITLED "INLET PROTECTION TYPE 4" AND "INLET PROTECTION TYPE 5", Z o INV OUT: (W) 200.85 t % -- STRM H-3 #.�' , I `w, / O1 RESPECTIVELY. INSPECT, CLEAN, AND MAINTAIN PROTECTION TO PREVENT SEDIMENT • 226.74 FL 226.74 FL 226.74 FL 22� / STA: 15+41.38, 0.00 / �! / / O LADEN WATER FROM ENTERING THE STORM SYSTEM THROUGHOUT 226.74 FL �'i1- 226.74 FL 226.74 FL 1_ i RIM: 2.3.63 / / Q ` Q 4 oo -, TV ` 226.74 FL) E E TV INV IN: (NE) 2.2.43 t ^j j // / �- N CONSTRUCTION.(TYP) _ter-��i INV IN: (SE) 2 6.82 I - 7--Aill MI N E • ( AO INV T: (W) 20 �� < // // / ir .I 2.23i AI 226.12 FL mi: = ill! - C 3 L 1 = \ ZZb C = w / m � �, / / �I U o - Ir22509 r FL J ~ J z � N LiJ 1141 (226.55 FL (225.38 FL QCC c� 126.48 FL C.✓ a 225.85 FL 225.96 FL ` ` `� I I / O C O 7226.52 FL IIIc 26.58 FL 226.32 FL / 5 / i� E 0 D 226.41 F�� " - - Il� / ,4i I I I ° L�U/ O t 5 / 1 / (n IQ 0 >, 236 LF OF 36 RCP © 0.50% oll _ 35 LF OF 12 RCP ® 0. o% I Q N 1 N - - _ _o 224.30 FL 1 I 1 (9 / < 0 224 - - r / I I - _ 111I�IllhJ p U s s- - - - - - 224.83 FL / _ / 1 I GAS - �/ / 09s 224.48 FL 22�> I �� I I I �// w z I I w STA: 15+4 .38, 35.45RT 1 „` 1 / ° / 1 O 1_- , 2 \\ RIM: 218.23 m I I4 \ \ I I O u) o (223.42 FL INV OUT: (NW) 217.00 < I - • / I• / a 223.09 FL 1 CD I _ ,4� 1 I / z 3 (223.84 FL < I .i ■ I 1 �' - -223_ - ' ,m = CO I= (223.11 FL I I L 2 555(223.43 FL i I Hi • / _ 0 O 0 (223.25 FL -� 1277 d.I _ _ / , GRAPHIC SCALE IN FEET 0 > - } D DEVELOPMENT SITE 1 I I I I / 0 10 20 40 / \ 0 \ 222.80 FL)o , I I I I / I / CO (222.84 FL NORTH RT H I I I I I / / SHEET NUMBER 7a I - - - I 1 I I W / SCALE: 1"=20' o _E �' �, 1"'`I ` 2 , C3.2 C .• re 1 I col\N E ISTING 6' MH-1 / \ w o ® 7� w S A: 10+10.02, 0.12RT - - - - - - RI . 227.01I- 05oo IN IN: (SE) 199.18 36" RCP z / 0 IN IN: (S) 217.60 (EX.) • I, t 1 INV OUT: (W) 195.14 36" RCP , 4 i ' r' - n)h-7, , ! \ , - \ . " li 0 _ . -, ____ ,\ _ 7i _ _ �V r______77.7,7_____1 m, q rkNilizi I 1 ilAac J O Q T w w �� w w �® w w _ w � ; GAS S GAS GAS 'GAS- _ GAS _GAS _ GAS _- - ®il. \ • - - - '' _ ® w � E `G`') 4 E E E E E m000i=wi/iiiiii 227 I- (_ =_wI r- s� TV TV . TV 1Y �� TV TV iv . • . z 1 ,niiiiiiiiiiiii � - N7 SD m _ I il—t-ink .-- x_o issm----i, — m -1-2+i iI z ( 14+00 U 1„+01 I 11%1 t _ �, Mil _ _ Km _ mi. atii. _ _-', �;: �ie KEY M A P o STRM MH-141MI .�� I iL/' , pwam T SCALE: 1" = 250' NORTH a Z ON STA: 11+05.62, 0.00 • RIM: 226.31 •• • , J m T0, m W INV IN. E 199.85 o \ INV OUT: (NW) 199.65 \ � O I = -_ , • 2,5, 0 dEl 4 0 0 _, LEGENDSct EM z S o 0 r .o ` ` IIIIIIIIIIS FL FLOW LINE z 1 a >- O o FS FINISHED SURFACE >p,„4 0)E (1)o ME MATCH EXISTING w z Y PROPERTY LINE w o I GRADE BREAK LINE Q E m 0• _ PROPOSED MAJOR/MINOR CONTOUR ,n D EXISTING MAJOR/MINOR CONTOUR • �� c 8 236 © () r o �XXX.XX FL/ME PROPOSED SPOT ELEVATION 0 ,, w X.XX% PROPOSED SLOPE CURB FACE z = o N 0 ��p PROFF =o N o o CURB BACK .\F, SSA 0 0 00 00 0 232 mi-o u) c. �GINEF O o io�oo�� c�i 0 Ln°J ii ii ii GRADING LIMITS 4, `� 'f' ti9 Fe - I 0-006 N ±rnO0 o o zI— Nz •D S +corn .. MNN� OREGONE • Q N� .. -- _ 1 ±NCB =�NZ� El INLET PROTECTION > n i- _ `"z o M " --o STORM WATER FLOW DIRECTION ARROW 1q 0`�O 1 -0wacn�zzz �Q » �_ �mzz .�� R. 8,2 o w 228 ) io N ct_Z PROP. SURFACE EROSION CONTROL WATTLE y<ER J. 0_ ° PROPOSED STORM PIPE EXPIRES: 12-31-26 I '-'-----_t 12 o - _ ____ ____ - ____ 224 - GENERAL GRADING NOTES Lir w N co Q o co w o cn EX. SURFACE 1. SIDEWALKS TO HAVE A MAXIMUM 1.5% CROSS SLOPE AND A MAXIMUM 5% LONGITUDINAL 0- C) ap Q o >- o '- SLOPE. Q co z z Y XI YI O o a ( < w -, , 2. PEDESTRIAN CROSSWALKS TO HAVE A MAXIMUM 1.5% CROSS SLOPE AND A MAXIMUM 5% 0 o o v a t, 220 LONGITUDINAL SLOPE WITH STRIPED AREA. • . z 3. ADA PARKING AREAS AND ACCESSIBLE AREAS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL Q E - DIRECTIONS. C0 ° I > a- O 4. SIDEWALK INTERSECTIONS AND RAMP LANDINGS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL w "' Q 216 �) DIRECTIONS. .. , 0 a-o , z GRADING NOTES z N = M O ADA LANDING AREA - 4'X4' MINIMUM AREA WITH MAX 1.5% SLOPE IN ALL N ° 212 m DIRECTIONS m O2 ADA RAMP - SLOPE NOT TO EXCEED 7.5% RUNNING SLOPE AND 1.5% CROSS � cn • � 2 SLOPE (TYP) 06 D z , m EROSION CONTROL NOTES z EL 208 n INSTALL AND MAINTAIN INLET PROTECTION PER DETAILS 915 & 920 ON SHEET 0 Q W Q C5.0, TITLED "INLET PROTECTION TYPE 4" AND "INLET PROTECTION TYPE 5", o 0RESPECTIVELY. INSPECT, CLEAN, AND MAINTAIN PROTECTION TO PREVENT SEDIMENT LADEN WATER FROM ENTERING THE STORM SYSTEM THROUGHOUT 0 204 CONSTRUCTION.(TYP) - 0 z o f U O rE — p2 ci) o " - 200 — 0_ w 0 D � _ O o , - LL < O ._ I 200 LF OF 36" RCP CD 0.50% 0 96 LF OF 36" RCP 0.50% 236 LF OF 36" RCP ® 0.50% 0 Y w 196 U (n z 0 - r - I- . - ou) Q o = C� o C 192 (!) z o 0 E 2 190 Q 0 0 U L 10+00 11 +00 12+00 13+00 GRAPHIC SCALE IN FEET p- -k ,U 0 0 40 0 E' STORM A PROFILE VIEW NORTH SHEET NUMBER ° HORIZONTAL SCALE: 1"=20' 0 VERTICAL SCALE: 1"=4' C3.3 0 >- g m g 7 _ _ \ \ H MATCHLINE SEE SHEETC3.3 w 0 ° Q 0 \ \ 1 _1 vik„,_. __ E \ ... : i $ , , 0 \ iv.!... Ad&L\ E - - - - - - - - - - ---- --1 1 7 11 I I:......,................. °E \ \ i 1 illi Tiol I I I I I I I I I` 9 -N111\6:- E E \ ` ®® 07 j 1 226 '� E \ \ �® \ 41111I )01,),0 kll 1 ft\ ‘, e0C1 % �� A -- � - 'fir � WGI-CC?-G7 cn -5 . 14111W --- L r - - ,-- IL, , , :s. 1 0 0 , ___ _,\,,,, \ , _-, ,„ _„, ,_ , , \ ,\ , , , -, ,, ..z (-,-) , 5 - , „ „ ,: , , ..„ , ,4,. \ IWIti / ec' .--' , , Q)o \ tillik ,/diL on: \ I` VIIIPIV 4k \\ . 1 1 14 K :2'\V \§\/ fY *- \ \ 236 LF OF 36" RCP ® 0.50% ° \ \ NI EX. MANHOLE 2 `G, ` ' 1 =a�..E•a o ° STA: 16+80.77, 0.17RT � �I I I I I I I J a Q 224c U RIM: 225.77 ` o - d _ - INV IN: (N) 203.93 • / ° I Z ° \ j\\•51 �^ INV OUT: (SW) 203.13 `� �' / . .v g * __I _ \\ ,v„,,„ / KEY MAP 35 LF OF 12" RCP 0.50% MH-3 _ �� +00 % - / T z 91 'C`I •e SCALE: 1" = 250' NORTH U N vly, RIM: 2 3.63 ` yn / I ® w o INV IN: (NE) 20 43 " '(`I .•41 INV IN: (SE) 216. / 139 LF OF 36 RCP CD 0.50% Q O INV OUT: (W) 202.23 F- _ / . / ci Q 6 C.. A: 15+41.38, 35.45RT - _ _ 0 AIR \ LEGEND 7:E>:p o 0 ° RIM: 218.23 \ _ ^ y � o FL FLOW LINE " INV OUT: (NW) 217.00 /\ \ � \ \ / • o° FS FINISHED SURFACEz O� oQo ME MATCH EXISTING z ~ awm - - PROPERTY LINE o ,.WYo , GRADE BREAK LINE Li 00 � PROPOSED MAJOR/MINOR CONTOUR �0Q0 01EXISTING MAJOR/MINOR CONTOUR LID D 1 236 (XXX.XX FL/ME� PROPOSED SPOT ELEVATION ■ � o ocN ° X.XX% PROPOSED SLOPE ON , 1CURB FACE c .0 EX. MANHOLE 2 _E f 1 5' MHCURB BACKSTA: 16+80.77, 0.17RTQ1RIM: 225.77232 GRADING LIMITS �� FSS/ OF 0 o INV IN:203.93 �`� �GIN£F O L INV OUT:203.13 [L 11 fl INLET PROTECTION c. 7 �' ° 8 - 81692PE 0 1 0 .�- STORM WATER FLOW DIRECTION ARROW OREGON I N EROSION CONTROL WATTLE �� 8 0 a "1 -co N 6 N 228 PROPOSED STORM PIPE T y<ER J2• o� ° _ +r70- .. oIm rnNNNH - u) PROP. SURFACE _ `"z z 0 EXPIRES: 12-31-26 1 cn cov)EZZZ _ - - n GENERAL GRADING NOTES o Q I - -\_ - -\ 224 U N- o °, ° _ _ _ _ 1. SIDEWALKS TO HAVE A MAXIMUM 1.5% CROSS SLOPE AND A MAXIMUM 5% LONGITUDINAL w N = ,E,_ EX. - 1 -Tr SLOPE. 3 SURFACE 0- rn co. w N > CD 0 I65 - 2. PEDESTRIAN CROSSWALKS TO HAVE A MAXIMUM 1.5% CROSS SLOPE AND A MAXIMUM 5`)/0 < oo z z Y I ° LONGITUDINAL SLOPE WITH STRIPED AREA. Y Q co Q w xLLJ 1 220 o o i o 3. ADA PARKING AREAS AND ACCESSIBLE AREAS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL - - DIRECTIONS. Z 1 Q E , D 1 4. SIDEWALK INTERSECTIONS AND RAMP LANDINGS TO HAVE A MAXIMUM 1.5% SLOPE IN ALL �r 1 O DIRECTIONS. a- = 216 LLJ • Q r 1 GRADING NOTES 0 CV Q m 1 O ADA LANDING AREA - 4'X4' MINIMUM AREA WITH MAX 1.5% SLOPE IN ALL Z O CV ° DIRECTIONS m Q CO m I 212 O2 ADA RAMP - SLOPE NOT TO EXCEED 7.5% RUNNING SLOPE AND 1.5% CROSS CVo = 1 SLOPE (TYP) D Q m 1 EROSION CONTROL NOTES 06 Q .,, W 208 INSTALL AND MAINTAIN INLET PROTECTION PER DETAILS 915 & 920 ON SHEET Z W .� 1 W C5.0, TITLED "INLET PROTECTION TYPE 4" AND "INLET PROTECTION TYPE 5", - Q I A 0RESPECTIVELY. INSPECT, CLEAN, AND MAINTAIN PROTECTION TO PREVENT SEDIMENT 0 z - LADEN WATER FROM ENTERING THE STORM SYSTEM THROUGHOUT Q o 1 CONSTRUCTION.(TYP) U 204 _ CD I 1 _ °° - V LF OF 36" RCP CAD 0.50% L.L Q - cC H 200 236 LF OF 36" RCP CO 0.50% (I) O o \ ' T J Q 6u, I 0 Y 1 196 uJ co 0 EI1 1 = 0-10 ° - 192 C/) z co o , , I\ d ,_ I 190 0 LL 0 ' 15+00 16+00 16+90.76 0 GRAPHIC 10 20 40 0 0 U 0 STORM A PROFILE VIEW 13 °' HORIZONTAL SCALE: 1"=20' SHEET NUMBER VERTICAL SCALE: 1"=4' C3.4 _o ° \ m C a I ° FO "II H 0 GP5 WASHINGTON SQUARE LEGEND o T,, / / / / / / / / / / / MALL T v> PROP. 8" FIRE WATER SERVICE PROPERTY LINE o 1 Il..'ll A I� = w PROP. WATER SERVICE EXISTING SURVEY MONUMENT € / - —� ;- — g EXISTING SIGN ° •/ �t0 FWw FVWV FW GV EXISTING GAS VALVE T � � (� PROP. FDC LOCATION -j--- I><, Q II G B-. • C$q T WV IXI EXISTING WATER VALVE ° ':a u . ..••. II EXISTING FIRE HYDRANT z �l 1° G S EXISTING STREET LIGHT _,), , . . . �� I II� IPROP-G��y ICE y' !CV EXISTING IRRIGATION CONTROL VALVE w ' Or �IV © EXISTING COMMUNICATIONS UTILITY MANHOLE +�� I PROP. ELE� ICE i PROPOSED HOS � © EXISTING STORM DRAIN /10E- j I- 2 STORY BUILDING - © EXISTING ELECTRIC UTILITY MANHOLE 1 ± 142,000 SF / L --�PRO - • C EXISTING SANITARY/SEWER SYSTEM MANHOLE :_: ` „ „ „ „ _ n rn REFERENCE SHEET C3.0 ,` EXISTING STORM STRUCTURE o ^� I (-,•(-,• \� .�� a EXISTING TRANSFORMER z o '� ' P EXISTING ELECTRIC UTILITY PANEL I EXISTING BOLLARD a i---(9 z T • q- w EXISTING WATER PIPE w o PROPOSED 0 r;i.p:,,d n ^ �. .. - E — EXISTING ELECTRIC LINE ° II ' �I] GAS— O U Q SPORTS FIELD //��i' EXISTING GAS LINE o fAl __ h. 0±18urt ,400 SF FO- EXISTING FIBER-OPTIC LINE < o c o PROP. HYDRANT 4" ' o — N— EXISTING TV LINE o o / 1 i� w i �: _ L J II UTILITY NOTESlaj�� w Y Jo gip; i{{ Li PROP. ELEC SERVICE m ��r 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. > oz / / / / / / / ,�� _ 1- �� EL < / 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING I H n RELOCATE HYDRANT I / u TO ANY EXISTING LINE. �_ < WfV•" `' — v !' / I m / 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 6"AND 8" PVC SDR35 PER ASTM D 3034, m / > < . Lo D F RELOCATE HYDRANT ,. , ?. �13 w m 4. WATER LINES SHALL BE AS FOLLOWS: 6 AND LARGER, PVC C 900 PER ASTM D 2241 N o `� it II / < CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 6" AND LARGER DUCTILE IRON PIPE PER ■ oN I' ,� �• < ® AWWA C150 SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22 OR PVC, 200 P.S.I., , o �' '� F i ` ` x�rye > ' i 1 � f� m w m PER ASTM D1784 AND D2241. _ W i ^ yy W m A 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. o �, ��` ' �GAN GA GAS G �S bJ C AS GAS ,,AS GA GA ``' GAS w GAS G 6. ALL WATER JOINTS ARE TO BE MECHANICALLY RESTRAINED JOINTS PER TABLE. ALL UTILITIES SHOULD o° yy,,'�� / rr- ��",i� E PRONT f EE - E E E /, > a BE KEPT TEN (10')APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF \ ` I Eagog E - _ E E e 4 PIPE TO OUTSIDE EDGE OF PIPE). 0 PROFF `� S o V � ?lN— - N N ' "� E N E ry E , ►� ' 'TV 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4'-0" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A �`" �GINEF `VoII (f: I 1 ° ° < VERTICAL CONFLICT BETWEEN WATER LINES AND SANITARY LINES (EXISTING AND PROPOSED), THE �� 81692PE �� 1 - •'' C r �� ■� - I ■ < SANITARY LINE PIPE SHALL BE CENTERED DIRECTLY OVER THE CROSSING, THE WATER LINE SHALL HAVE I I C i w \ 0 0 ,/ _1 ,. E / m - MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF OREGON j E PROP. STORM LINE �� `� s w ! + 8. CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 AWWA C-151 CLASS 50). 1, . 8,2< 'a-') ' ri I / REFERENCE SHEET C3.0 .44 ♦ > +.. Illlilll ( ) ( ) y< 0 s w <_ Ao ` 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. ER J. q ► EM 1 > _ 10. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 EM 2 + w 1-1 m •y '.� P.S.I. EXPIRES: 12-31-26 0 • I / w < 11. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. / o \r s �\ < CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES < D EL ENT SITE DEVpME ITE // m (ANY CITY) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. U r` O o Q \/t �/ < I 12. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING w 1 w N • jI. UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, 3 op I- w m m o — — \ — — : , — — — — ,, �� AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 0- p N o m o ON AS = o o w E5 W./ 13. BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT Y < CO < w LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL 0 o o v o • • BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Z 1 o , Z 0 14. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED 79 a O BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE —I o ° r, I- 4 SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION. 0- CO o ► I 0 0 15. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS Q \/' Z AND SPECIFICATIONS. o , — y —0 VI 16. EXISTING METAL BOLLARDS AROUND FIRE HYDRANTS AND POST INDICATOR VALVES HAVE NOT BEEN \ C\\ I Li] SET IN CONCRETE AND WERE PREVIOUSLY INSTALLED FOR PROTECTION DURING CONSTRUCTION. '6 • CONTRACTOR TO COORDINATE WITH PLANT ENGINEER AND FOR TO DETERMINE FINAL LOCATION OF 0 �° Q BOLLARDS AND SHALL FILL WITH CONCRETE. PLASTIC SLEEVE SHALL BE PROVIDED BY THE a •• ~ j D OWNER/DEVELOPER AND INSTALLED BY CONTRACTOR. • \ lam1awk ` 17. FIRE SPRINKLER SYSTEM TO BE INSTALLED WITH QUICK RESPONSE SPRINKLER HEADS. il 11.11...i& .0 < o a> z N • L E E E E E ► E • NIP LI 0 0 , fir" CM 1)))4. :I i N ? D ° I_ - off, " L co O 0 o I (., ," 0 'f• r "„ate° LL O ° + ^ _ Q O 0 __ _ _ _ = t t Tr O\ I 0 o r W WASHINGTON �M1, — i C3 Z ° SQUARE ROAD — f .1 0 H Et O in 1 CD p L ° pay II O 1 j \ M I °' o GRAPHIC SCALE IN FEET 0 Q U ° , 0 20 40 80 / \ 0 U m , NORTH SHEET NUMBER -o o (llSCALE: 1"=40' wl o �� CO ,,g / \49g, II--- - 7 ,.... .....,/r• ,FEF, Irrs,J.••.., ii-;,....--, ,INE‘- ‘[.. .,T4.-- --.‘.-- --‘imigi g N .4 1 I- /------------\ ° . . 0 cn 4- Q I ,�. o a' 0 m I ° ti . /Ta I C4. 1 C4.2 o I 1 J 1 / '/ Jr, g „-� ,,, . .. . 4' d Q ® ®® / 4 4 c� , �s 0. � cn / /_I . '4"• 4 .. . * 1_, _____ o i ' -, 0 -- 1 4 , ' ®®go . ,2 e I 5 44• • =®®y; i W �� i 2 . t. � ® o n ' O II 2 , .41 ,,-/ 0 %''�€ * �� IQ II ' Iz I u) PROPOSED BUILDING o ' tc 72 LF 6" SANITARY SEWER LATERAL @ 25% 2 STORY KEY MAP I T PROVIDE CONCRETE SLOPE ANCHOR MIN SPACING 35' O.C. SCALE: 1" = 250' NORTH z ±142,000 SF a i,'" -7/44° " 22FINISHED FLOOR = 227.80 I . W o T / I� III SANITARY NOTESi co o .c< 0 U z EX. 48" SANITARY SEWER MANHOLE II 1 INSTALL 6" SANITARY CLEANOUT AT EXISTING cL a IE IN (E): 201.84 ^"� w II SEWER LATEAL. CONTRACTOR TO VERIFY INVERT Q o c o 7Z IE IN (N): 201 .85 a 2 SANITARY SEWER LATERAL POC IE 221.80. SEE o og 8 0 IE OUT(S): 201.76 / : Qa.. ° PLUMBING PLANS FOR MORE INFORMATION Q ° ? z - o w CI) uIIII >111111 CL 0 (f) WATER NOTES CU = wz Y 0 w, N 1 6": 203.53 J o U Q La I "" O INSTALL 12"X6" TEE w E . < m Q 2O INSTALL 6" GATE VALVE L D / N f N -III ■ � 0 oo o, '' w 4 /' O3 INSTALL FIRE HYDRANT ASSEMBLY. SEE TVWD STND DETAIL 502 SHEET C5.2 O 73 ° / I 0 I ELECTRICAL NOTES O2 N ° ,4, , ��p PROFFS o I �� G I N F `��O z ,_ 0INSTALL 5106 VAULT. RIM TO MATCH SIDEWALK GRADE. PROVIDE SLIP RESISTANT LID. �� <,� F,P * F ° ^" I- Li 81692PEQ0 0 / N OREGON I UTILITY NOTES ,�gR. 8,z�`�� / W y<ER J. O� _° o I 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. w 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING EXPIRES: 12-31-26 E TO ANY EXISTING LINE. o imi.(1):711d1-LI.mil - 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 6"AND 8" PVC SDR35 PER ASTM D 3034, o , "n" ° ' 4. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 ° `4L ``' /1 ` CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 6" AND LARGER DUCTILE IRON PIPE PER w N 0 I o Q __ o _ AWWA C150 SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22 OR PVC, 200 P.S.I., -, Q w oN CO o , - n / 1© ; PER ASTM D1784 AND D2241. Q Q m m 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. C o N ° m o 0) P / "')n'� ,�Q 67 N_ . ALL WATER JOINTS ARE TO BE MECHANICALLY RESTRAINED JOINTS PER TABLE. ALL UTILITIES SHOULD Y o o J 6 Z 6 I / / / / / / / / / / / / / / lc BE KEPT TEN (10')APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF v w a _ PIPE TO OUTSIDE EDGE OF PIPE). 0 o o �uL ,,v o ° W y - p 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4'-0" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A Z F _c - 1 * \ \' VERTICAL CONFLICT BETWEEN WATER LINES AND SANITARY LINES (EXISTING AND PROPOSED), THE wL �' �`�` I SANITARY LINE PIPE SHALL BE CENTERED DIRECTLY OVER THE CROSSING, THE WATER LINE SHALL HAVE Q „"" MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF CO o 4C1' 8. CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). co Q ''' F 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. o ° 10. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 2 ' / J w /%, F i , .1 . , ��- P.S.I. "' w 11. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. //I/ ►� • CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES D j o \ n ,- '� I yy P "' 44\ W W W N (ANY CITY) WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. W 7/1 . W 12. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 7 .---.'-'.---- �� ►�� GAS S GAS GAS GAS GAS GAS GAS :Li- _SVO UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, I _ AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED a w 'w � E �' �\ „1 n NI.: E, _ E E k _ F t E E E F F ON AS -E- '- %�� L "" O �1 E E �./ - 13. BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES ATAil z � .� ` '.� l•r .!.; LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL / ,w N I i E E E E E E BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT ry \ N v TV Ery F N TV ry TV TV - TV _ WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. N `n \�, w e0� iiN =E 14. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED W uL 0 BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION. CL irk °� �' 1 % 15. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS N E Lk--\ �,, 0 - - - - IE -I - I. Nr ' AND SPECIFICATIONS. I 16. EXISTING METAL BOLLARDS AROUND FIRE HYDRANTS AND POST INDICATOR VALVES HAVE NOT BEEN J O. O ° , I- Q a 4 E � `\ \ � .-_ SET IN CONCRETE AND WERE PREVIOUSLY INSTALLED FOR PROTECTION DURING CONSTRUCTION. J z W ```.. .. CONTRACTOR TO COORDINATE WITH PLANT ENGINEER AND FOR TO DETERMINE FINAL LOCATION OF Q - CC E z BOLLARDS AND SHALL FILL WITH CONCRETE. PLASTIC SLEEVE SHALL BE PROVIDED BY THE 0 o ' OWNER/DEVELOPER AND INSTALLED BY CONTRACTOR. 17. FIRE SPRINKLER SYSTEM TO BE INSTALLED WITH QUICK RESPONSE SPRINKLER HEADS. w 0 F. v^/ Et T 6 iil U_ < 0 _1 •• a O U ,:mL .si itiiiiiiiiii'i" O V co 7 _ . '1"" Z di U) - D I- • O LL N U) Q • 0 I (r) O 0 • o , z Q • D ELO ' kIENT SITE 1 cn E U Q o °' °' GRAPHIC SCALE IN FEET 0 U } ° 0 10 20 40 / \ Q .) m , • immi . r _ _ _ 7.„,„:„7- ->mm- _ _ mNORTH SHEET NUMBER -o 0 oSCALE: 1"=20' 4. 1 � . 1 1 } co 11 Alla 0 200 LF OF 8" FIRE SERVICE Q 11 - - - - A • O 0 Q ° C 185 LF OF 2 1/2" SERVICE 5 LLJ Q ‘ FW FW F F �..E via, FW FW FW F f.. =a ..... ( I i A e>,E • `°.. GAS GAS C 4. C r_. 4.2® � 14 ''' 01 • � T � \ eGqs GA 2 � ~:� r n hl ap , ,- 4. 5 -sw , : ? 0 i % ® (A PROPOSED BUILDING -- o' 1 � 0,1 ,w, ": ®® a _ w irY ±142,000 SF2-STORY , lip �� ,�" , \ a FINSIHED FLOOR = 227.80 �'''' ci o u o .a , u1il a I I Z � I 1 EO oz.21WATER NOTES�� @ • ° SCALE: 1" = 250 NORTH z 0 INSTALL 12"X6" TEE cn o . I 2O INSTALL 6" GATE VALVE 0 _ o La © U Q OINSTALL FIRE HYDRANT ASSEMBLY. SEE TVWD STND DETAIL 502 SHEET C5.2 = o o o Q eL ,°'� o 7Z ` ' I] \\ ( z ° (Iv ..- 0 CONNECT TO EXISTING 24" WATERMAIN VIA HOT-TAP o o2 o 0 �►' ' OPEN SPACE z o ` _ ±7,800 SF O INSTALL DOMESTIC WATERLINE, SIZE AND LENGTH PER PLAN 5 8 H ` l] a I �o I .° I O INSTALL 2" WATER METER PER TVWD STD DWG DETAIL 605A ON SHEET C513 o \\ ,' .2 T 1 o w III \`'' I O7 INSTALL 2 1/2" WATER METER SERVICE POC IE = 223.80. SEE PLUMBING PLANS FOR MORE Q INFORMATION u `-' II NJ a I Os INSTALL FIRE WATERLINE, SIZE AND LENGTH PER PLAN ■ 0 0 o ill ® ' ' n I �I ' I 9 CONNECT TO EXISTING 24" WATER MAIN VIA HOT-TAP O PROPOSED �r r CO f co SPORTS HELD `��` GAS NOTES PR o ±18,400 SF nl , 4 /\CONNECTTOEXISTINGGASMAIN. COORDINATEWITHNWNATURAL *GIN( FSS% - I 81692PE o / . I ©INSTALL 207 LF 2.5" GAS SERVICE LATERAL o ° �r1] Ia° OREGON Q j I IF AINSTALL2.5" GASMETER. SEEPLUMBINGPLANSFORMOREINFORMATION qR, g,2�� CD oerl: a ELECTRICAL NOTES y<£R �. �` cn a I ] a EXPIRES: 12-31-26 E I 1 ♦ 1 �, p 2O INSTALL 812 LF OF 8 4 CONDUIT. CONTRACTOR TO COORDINATE WITH PGE 1 Q I �'`'�` I .a 3 INSTALL NEW TRANSFORMER AND PAD. CONTRACTOR TO COORDINATE WITH PGE U ti O ] i O LLI N 2 L Q �I o w o cn 11 o C �' p co 1 N c >- I O INSTALL 90 LF OF 8-4" CONDUIT FOR SECONDARY POWER _ Q 00 Q co > m a Q L a N 0 m o • 4Lu o 3 I ° . I 0 INSTALL NEW PULL BOX. CONTRACTOR TO COORDINATE WITH PGE Y o o U E5 a _ _, } §4PL N UTILITY NOTES �' �i'i�`u 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. / 1 77 [] 5 I� S 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. J `4� �1 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 6" AND 8" PVC SDR35 PER ASTM D 3034, Go Q I I 4. WATER LINES SHALL BE AS FOLLOWS: 6"AND LARGER, PVC C-900 PER ASTM D 2241 o . �� F, , IEl] CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 6"AND LARGER DUCTILE IRON PIPE PER ,, ' - - - - -^ - -- - ! M AWWA C150 SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22 OR PVC, 200 P.S.I., ' I /O / i PER ASTM D1784 AND D2241. J UI 0 / I 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. I- f , 6. ALL WATER JOINTS ARE TO BE MECHANICALLY RESTRAINED JOINTS PER TABLE. ALL UTILITIES SHOULD D II o I. BE KEPT TEN (10')APART (PARALLEL) OR WHEN CROSSING 18"VERTICAL CLEARANCE (OUTSIDE EDGE OF tiV w _ _I w wA tiL w w yy yy ,. .4I w w _ M I'1 I PIPE TO OUTSIDE EDGE OF PIPE). ` •O 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4'-0" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A L � G' : AS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS - #AS_ II I VERTICAL CONFLICT BETWEEN WATER LINES AND SANITARY LINES (EXISTING AND PROPOSED), THE Q --E-___________ O SANITARY LINE PIPE SHALL BE CENTERED DIRECTLY OVER THE CROSSING, THE WATER LINE SHALL HAVE z ✓ 0 E �� F t E F t F E F E F E E E I I s 1 ,,,.1 ,.., _nn MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF E E - V) I "_��JJ 8. CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). N ©- w --Tv--E- Tv E rvE NE NE NE �. N �N\ Q n 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. w Lo 0 0 rffia--1 miiik ' um �.�� 11110 I 10. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. �! I 11. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. u6Nk N ME II OBI, - I. - - .I, ,I, - - - - I. . a "' `� < I I CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES . ims No Q (ANY CITY)WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. z �' O 04" `g ►� I 12. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING J U O UTILITIES ASSHOWNON THESE PLANSISBASEDON RECORDS OF THE VARIOUSUTILITY COMPANIES, ~ J U Q E �_`� AV \ill U S S O S S CO S CO S, Z w `' E C I,� I AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED Q CC - I ` 7r • ON AS 0 2 co O ct `` .,' 13. BEINGEXACTORCOMPLETE. THECONTRACTORMUSTCALLTHEAPPROPRIATEUTILITYCOMPANIESAT� Q I two `o . S ', : LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL (f) . 0 ` �� BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT h► 6lkir WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.ci Q O .� GAS 14. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED 0 D 0 Y . - 0 BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE c , ,� a SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION. in z 15. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS z - t I' I AND SPECIFICATIONS. D O I- I I 16. EXISTING METAL BOLLARDS AROUND FIRE HYDRANTS AND POST INDICATOR VALVES HAVE NOT BEEN O g o i- . ,,,ri^,e I I SET IN CONCRETE AND WERE PREVIOUSLY INSTALLED FOR PROTECTION DURING CONSTRUCTION. _ O 0 L " 3 5 CONTRACTOR TO COORDINATE WITH PLANT ENGINEER AND FOR TO DETERMINE FINAL LOCATION OF CL fY Z c 'I A. BOLLARDS AND SHALL FILL WITH CONCRETE. PLASTIC SLEEVE SHALL BE PROVIDED BY THE C!) z co , .:1 _ DEVE ITEM �' OWNER/DEVELOPER AND INSTALLED BY CONTRACTOR. _ 5 17. FIRE SPRINKLER SYSTEM TO BE INSTALLED WITH QUICK RESPONSE SPRINKLER HEADS. U Cn LL ,14 I L- o I GRAPHIC SCALE IN FEET 0 U ` I U co1,, NORTH _ _ _ mi . 1 _ _ _ _ _ _ _ _ _ - - _ - . 1 SHEET NUMBER -o o CDo SCALE: 1"=20' . CO `; FOR FURTHER INFORMATION t IA SEE " 3„ C L A S S „A„ CHAPTER 4 OF ON CLASSCLEAN WATER W o SERVICES EROSION PREVENTION I- SURFASESPECIFIEDATION AND PLANNINGMENT AND DONTROL ESIGN MANUAL. � SS PC) FE NOTF• S F� GG� - FO o SEE STD MOUND EXCESS NATIVE MATERIAL C.9 QPF,O P .111 • . °� R Mi = DRAWING 600 OVER TRENCH TO ALLOW FOR TACK ALL EXPOSED MATERIAL. \co.\\ QRO\l D.. N C/ T-CUT ASPHALT \ SETTLEMENT FO PQ G; b• '�• 0 .:'Q c STyN E DETAIL — _ THICKN SS OR EXISTING.ING.ATCH AC TO GREATER OF 3" v u C = = W + 24" MIN. I I I _-III-11ft,.,,.� . e • .• . �.'e' ; a � • .p ° . . o a — — — 12" MIN. 12" MIN. o._�:. . . . • .1 -111-III-111-111-111 I- I1-I I1= -I11-1I I H 1 SAWCUT EXISTING AC Q a• - D ' p' S.'. o:. • ° ° III=111=1 1—III—III—III-111= o ' • '• :o _ I. 1 11-111-111-111-111 —111—�I-11—I )1 1 � / ' _ y �i� •IIII IIIIIIIIII- 11 I 1 12" NATIVE TOP SOIL • • " �- =III — — 111=1 IF TOP SOIL EXISTED RADIUS = 25' MIN. a. • V a •' • 'o • q•�.• p; Z 1I1I -III1I1 95% COMPACTION � COMPACTION 1-1' PRIOR TO EXCAVATION. —III— WITHIN 36" OF / / -III-I h SURFACE 1 \O� 0-SS 1 = ° ° / / I- a , ° a/ / / SEE NOTE 5 FOR APPROVED ROCK QUO(� OF �G�F I UNDISTURBED a a ° 1 l 1— ° a . / — EARTH a., a a ° a ° , \Q c�S r) -I I `-90% COMPACTION / NATIVE III— a ° Q ° e ° SUBGRADE REINFORCEMENT \, C' P UNDISTURBED ID ° ° GEOTEXTILE, AS REQUIRED P��EARTH ° • BES�RFACE F j ATERIAL 1-1 I I III= ° a a / = d d.. 8" MIN. Can;-• ° ° 1/ / / 111 a DEPTH o / _ o Q DEPTH A 3/4" - 0 CRUSHED / // / 1—I' a VARIES ROCK 11 EXISTING - 3/4" - 0 z ° a / / BASE ROCK 44 4 CRUSHED ROCK GRAVEL CONSTRUCTION o / // a ENTRANCE CURB RAMP E � � o � a / = a (j O ° a °a a a PAVEMENT = l'\' Y 3/4"-0 CRUSHED L, 4 d o ROCK PIPE ZONE ° 4 o 1/2 PIPE a a (n cr a ° 0.D. PLUS 6" � a - / \ \ v ♦ �`• raj.t,.?: -_`�i41+'.T. .,f,f;�'.A O'"6-, ////////NY //// //////�/� .�r'J 'L:rl."r'#''4F'F-'`I',th' '!;<Yl�l*p�•3yty�<x�,•.-�,ar-r','"�:.:�;., o a • • � . VIPS.varS. PIPE ZONE O — o- — -•..•..•..•..•..•.., .000L 41 � A /%////\/A\/x\�\\/�\�/\//\//�//\//\/�.^f'.1.:; e. .e. e. D e o•e 6$ .e• O O I IIIIII- sozos / / // a, 3/4"-0 111=11 . . . . . . : . , . : : : . . .- III-1I1= i N\.,.. . . . a �' ci PIPE BEDDING s-;ls-;ls-;ls-;ls-;ls -;lT aej ls-;lt;!t;!t;!t;!t.'3 •. — — ,.;0,.;0,•; ,• ,• 0 10, ,•0m0-• BEDDING •• ^ 0 o 4 =1 ° •=•=•=•= •=- •=-•=-•=-•. 111EI I I1 I I- •a•a•a•s •s •s •s •a •r-•e z `n(AD O o 111- ii•--•--•-•-i-i-•--•-- •--•--•--•--•--•--•-•g i 1=1 I 1=1 I 1=111- , = = = /� NOTES: z w w ~ o 47,0HEW * _ _ ' '=' ''_ '-I I I-I 1 I-11 I-1 O = w 111-11 -- — -I 111-111=1 o -1-1-1- - - - 1 -III-III-III-III-III-III-I >Nu f:1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING -1 - III 11j111 111-I 11=111E -III- 1 = w -III- - -1 j TRENCH STABILIZATION: OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR a11 -1 1— NOTE:IF REQUIRED, TRENCH STABILIZATION CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. >- Ir = 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPARATELY 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. H H w 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. J AND PLACED PRIOR TO PLACEMENT � � 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE E . Q OF BEDDING MATERIAL. 2. SEE STD. DRAWING NO. 590 FOR BEDDING, PIPE ZONE, AND TRENCH BACKFILL. THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. o Y m m 0 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION CD ' ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED N m NOTE: FILTERING SYSTEM. ■ 0 o0 o 5 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. 5. DIMENSIONS NIL 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO SINGLE FAMILY :: ge: © E INSTALL THE PIPE IN A SAFE MANNER. w 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX 20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK. o o INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. COMMERCIAL/SITE DEVELOPMENT of 1E 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE.La E FABRIC TO PREVENT SUB-SOIL PUMPING. ,i620PROF / ° '`<C' F`S.f/ o \� *GIN£F? 0* TE\ CH 3ACKF LL T— CUT 81692PE O 8• - ci EDETAILS C eariWiter Services ASPHALT E T A I L S CleairiW item Services C 0\ S T U C T 0\ E\ T A\ C E Clean iten Services \ qR EGO o�� \ s,2� c o DRAWING NO. 590 REVISED 10-31-19 DRAWING NO. 600 REVISED 10-31-19 DRAWING NO. 855 REVISED 10-31-19 y4ER j. 0� ° ° EXPIRES: 12-31-26 ° c � z o FOR FURTHER INFORMATION I- o ON DESIGN CRITERIA SEE ti O CHAPTER 4 OF CLEAN WATER MAY BE USED SHORT TERM Ij N 2 in SERVICES EROSION PREVENTION O O cn o a W/ UTILITY WORK AND W/ w AND SEDIMENT CONTROL O CO H N w Ts 0 PLANNING AND DESIGN MANUAL. PHASING OF DEVELOPMENT ��.�_�,.,;,;; (1 O m } I prra Ytfas�i�jN 0 m p i [L 1" REBAR FOR BAG REMOVAL Q oo Q m rr. LL r U 1'r �� ' I .,�,,_liii� ':':e�� n�n.,w'.i :+°: = O O J C z �l� NO • ' , q - _____ �' CATCH BASIN GRATE Y a cn a w O I :. , ;r s',: iGu• ;�I'U ^�� yu I,.,-nll m: - ill�l�fil■�1111 U W 0' S o t ,. FLOW . ,I ° N�.,.�� Rail i 'I `i co •. I l III, I �i m o o v :. c:• • • OpE 1ElOG �i„ � iiii�iiiii�iil� I�il� �i n E ° S1 nigh 1.111 I I NI n paw�uA _ • 11...' YIIIII�� I�/ o �iiipl i �► — __mNu �/ ', WOOD STAKE I' Ilm,I II�BII .11l'll !�ri.0ifir_=s _=:e'AlpI:i �P� PLACE WATTLES ALONG SLOPE CONTOURS. adios Iligii 01 1 • X ( PROFILE = - . � .��. .,$,...:__ r u! Ins,. t,.in i 1 Q Q I }• HOJEUR1_ _:a - CATCH BASIN �"�I �I �I �I 1 / 1• •�•• _ = 1#4.4.4 EXPANSION RESTRAINT Q Q:l AI OI OI OI I� 4n�G�■n:::ice=�■nl ,�/ �, �, �, d _=:::..i .v.- wetailimstenkr.0_ I "„i.a:P.i; Witiritabl 0,-.., 0#4.4.4*/ AREA DRAIN . • ��0�4 j444+f d K WHEAT STRAW, RYE :. :.,�,b>:? = ='. SV••d t#4.0#4;"cal o GRASS STRAW, L�`h°r'�'z �;:tis;:y}�. '= 60' crrP) . •n STAGGER COCONUT OR w`=`ti' i 'T JOINTS EXCELSIOR WATTLES - " . ;!::1-''. , �� d Q .� ; Y CATCH BASIN �eN=4 • \#4.1 . .d ' I- 75 L0 ° '"' y ,IN111 11iA STORM PIPE �4 • W N _`:.= "=' FLOW oniim*IN . o ° IYIII�II�I d d Ilia PI IIIke�111 +� ❑ Mew l l I •rca k yy.r• kip 1 - . . d ° SECTION I III11111116,, 1 ' mraru d ❑ • • DITCH BOTTOM 11111111 1� II II FLOW a a STAKING SPACING ��V� 1 Q o ❑ • • ❑ � 4' O.C. d 11 111I � IIII�IN _ FLOW FLOW I.._., _ ..■.■.:1■y • ° ❑ 4 e a'�e I 4• . • . Q 'd d . a J U 0 w o ° �� Il��el in7J Z 0 ❑ MINIMUM 1' NOTES: o a. 'w o;.. ij 1 ammo FILTER1113111111 OO SACK o .� / OVERLAPPING ° �C::■./-A �j o ON UPHILL 1. STAKING SPECIFICATIONS: DITCH INLET PLAN VIEW __: v.r,-! 0^ 2 O (� ❑ ° SIDE a. 1"X2" WOODEN STAKES I..L w 0 D- 0 ° b. ADDITIONAL STAKES MAY BE INSTALLED ON DITCH INLET 6" overlap of bags. tV O 0 ,' DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR HIGHLY EROSIVE SOILS. CATCH BASIN INSERT Q 0 o 2 ❑ 2. SPACING IN ACCORDANCE WITH DETAIL 940. 0 E CD _c , V Y .( ° 3. REMOVE ALL ROCKS, CLODS, VEGETATION OR U' ,-' - OTHER OBSTRUCTIONS SO THAT THE INSTALLED NOTES: w Z o -o WATTLES WILL HAVE DIRECT CONTACT WITH THE PLAN VIEW SOIL. 1. TYPES.ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL NOTE: 0 I- _c 2 INSTALL THE WATTLES IN A 2" DEEP TRENCH, In ° INSURING THAT NO GAPS EXIST BETWEEN THE FOR FURTHER INFORMATION ° SOIL AND THE BOTTOM OF THE WATTLE. THE 2. BIO-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE FOR FURTHER INF❑RMATI❑N 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE = rn O ENDS OF ADJACENT WATTLES SHALL BE USING (2) 1"x2" WOODEN STAKES OR APPROVED EQUAL PER BAG. ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER V CHAPTER 4 OF CLEAN WATER E OVERLAPPED 1 FT. MINIMUM TO PREVENT CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES ER❑SI❑N PREVENTI❑N (J) z (n Q 3. WHEN USING 30" BIO-BAGS TO PROTECT A CATCH BASIN YOU SERVICES ER❑SI❑N PREVENTI❑N FABRIC INLET SACKS TO BE DETERMINED - SEDIMENT PASSING THROUGH THE FIELD JOINT. AND SEDIMENT CONTROL _ HAVE 4 BAGS AND THEY SHALL BE OVERLAPPED BY 6". AND SEDIMENT CONTROL BY MANUFACTURER. I PLANNING AND DESIGN MANUAL. U CO I- o ,_ PLANNING AND DESIGN MANUAL, Ci)E - Q 0 D U >- WATTLES I \ LET P �OTECT 0 \ �� INLET P OTECT 0 \ � aeariiW_ite Services C�earil -ite Sew Services aearil it�� Services SHEET NUMBER � o TYPE 4 TYPE 5 O -o DRAWING NO. 880 REVISED 10-31-19 DRAWING NO. 915 REVISED 10-31-19 DRAWING NO. 920 REVISED 10-31-19 C5.0 o >- 00 cul- t 0 I- o Q Q 0 0 0 0 0 T CURB JOINT E SEE STD DETAIL NO. 146 0 5' MIN. SEE NOTE 5 ROW T .. 2% o ; I Ie ; ROAD 'f , = : :;r 1Y = :; EDGE3/4R_\ 6 zf= li` iiT-1=. " rtl,1411- ° -=1 l =� 1 111-=111 1 = 1 - Ow2 2" OF 3/4"-0" BASEROCK T 6,, 5" - DRAINAGE BLOCKOUT_ �_ fY COMPACTED SUBGRADE / 3" I.D. SCHEDULE 40 _ DWV (ABS OR PVC) / °d a °�-- PIPE W/COUPLING SIDEWALK ADJACENT TO CURB poop o o ° 16" o p 000 ° o ° CU Q PLANTER 5' MIN. ROW A 0 0 0ci -o STRIP 0 ° 4 Z 0 6" 0000 O?, ROAD .' .�. ...a.,;;i•.• �,:_:� ..�_...��,•.. ..T=P � � p a � � `("'fif-'1 L1if-il'f-�1, '�ff�171=fii-"III- ' (.3 , L 1-1 I1 -IT i_iT , ' I 11E1 11E1 11E1 11E1 I l 11=1 11-1"- z 1 1�11�1- ' 9" • SIMI vi X / 2" OF 3/4"-O" COMPACTED SUBGRADE COMPACTED SUBGRADE O BASEROCK Q o NOTES: cp SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: = o o o 0_ n' NOTES: A. TO BE PROVIDED: '� z 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. 0 Os 4 ,2 0 2) AT EACH COLD JOINT. z 2 V i 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. ^ 3) AT EACH SIDE OF INLET STRUCTURES. H ro I 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. >44o - o w IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. _ w PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT CD I w o 3 s SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL w i El- WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS _1 `" I 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. . Q O o THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. Y m co CO A- 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART `n D 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. ■ o 0 OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE N o E A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. :: ge: © 3 ~ 0 w 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET o II 1E SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 o '" OVER PIPE. U 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL ��p PROFFS - '6) 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL \�- GINf s o• °' APPROVED BY: NO SCALE APPROVED BY: NO SCALE C- 81692PE cn ,, MICHAEL A. STONE, P.E. MICHAEL A. STONE, P.E. O ��• ��e•, .�•n, �as,�,oe CONCRETE DWG. NO. �ti•re�c•��•�n .�nzo�o.� .o•e STANDARD DWG. NO. OREGON ° o CITY ENGINEERCITY ENGINEER • E JANUARY 2013 SIDEWALK 1 20 JANUARY 2013 CURB 125 T qR 8,20`�� U o APPROVAL DATE APPROVAL DATE y4 ER J• O'� ' EXPIRES: 12-31-26 CU 0. 0 STOP SIGN LOCATION As required in z I- 0 I Q (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK Off typical sections w T- N I • a DRAINAGE BLOCKOUT of construction o Lu o cn PERMANENT SIGN INSTALLATION) STRIPING Street Street o co i_ N w } 0 3" I.D. SCHEDULE 40 EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING -I I plans L co Q Q m m 1" 6'� DWV (ABS OR PVC) / PC/PT Area Q coo o N 0 >- w I PIPE W/COUPLING / c5'' 1 T-cut (see = o o w 6 m o 6 1" BATTER 1 -R=11=11=11=N R== Y J -it=B=N=N=N=1 i=ii SIDEWALK note 1) 0 W Q w ROAD 1" 6" 1„ R ° - ° a�rii n=n=u=u n=u CURBSIDE . Surfacing / CUn o o 0 CO o �__j_ „`��;, V,JJ � � Topsoilorasco12„ O T 'TE �' /o AC directed Base Material 6" 4 1/2"MAX. a11=1 / �� \F cA_ 0 U o 00 0 4=.11.=: 00,0 QOOoo0 o0 Opo0000 1 +' _ o a •o°oo°o 0 00 ° o 0 o O 000 00 o O 0000 00 O �' U U XI ° °°°° Riin: .00 00 000o O AB 0°0 00 0 00o AGGREGATE BASEROCK TRUNCATED DOME o " 0 Q 0 BASE COURSE nu:11: 000 0 ,,o oo� 00 000 0 0 o r \G,,,a g Q U Q Q - Q OOoOo 000000000001 DETAIL <o Q o Q 24" III� � � � � 1 � � �ii�� o•� .N'• lr to> �I -o p � COMPACTED SUBGRADE I -I_ -I -1 COMPACTED SUBGRADE U �P�� tijA o o .. U p CV E 2 \ O O O / �,P EXPANSION X L LOCAL STREETS: © © ©o o f ��e JOINT (TYP) w U U � = C/) r'' o o > �P� C� a) _ 0 8 E c J `- T 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. AC - 6" CLASS "C" ASPHALTIC CONCRETE, °o OO oO . ~ Q z -o U Q -0 2. EXPANSION JOINTS: AB - 4 (1-1/2 - 0") AGGREGATE BASEROCK CURB o Q / ) Q) .. U U D I- Lo 0 •�a C " -0 +' C N U o A. TO BE PROVIDED: OR '• U 0- U U U U in N I c0) L- ° .0 1) AT EACH POINT OF TANGENCY OF THE CURB. AC - 8" CLASS "C" ASPHALTIC CONCRETE N j U ~ 2) AT EACH COLD JOINT. O ( 3) AT EACH SIDE INLET STRUCTURES. RAMP TEXTURE o � , 0_r j U PATTERN DETAIL PLAN VIEW Q Q n 4) AT EACH END OF DRIVEWAYS. MAJOR COLLECTOR STREETS: V. - 6, u) 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 6" Min bedding 6„ •16" AC - 9" CLASS "C" ASPHALTIC CONCRETE, below outside of Q 0 B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK MIN MIN N E WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 4' 4' 6" pipe bell 3/4" - 0" I 2 3. CONTRACTION JOINTS: crushed aggregate FLUSH .. J A. SPACING TO BE NOT MORE THAN 15 FEET. 11 III=III soeoo )0�40. 4I. J (-5 0 / -III-III-I _ 8 . , < I .. r . � . J C� < . F ...r., Q B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1 2 INCHES. -III-11 - i=" =°>o°- j � z w w a ""=111=111=111=1 -111-1 I I _ _°"° .,: -.- ' ... ' �� _ < 2' Min Trench \;;/ / � \�`\ , Q - w I I- 80 0 � ee,,�8a o o 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO 111-11 ° �� °°�� \ \//\/\\ //\ SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. '-III=11:v • o° o o° ° o° o°o° foundation /\\ //\/\\ / O 2 O 4" P.C. CONCRETE 1 i1111111�i11� 1°oo o°o° 0�00 o stabilization W • 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: �1-III-11° o 0 0°oo°oar o0 ° 2 3/4"-0" AGG. BASEROCK if required (/) o cn A. 3" I.D. PIPE WITH COUPLING. NOTES: Q B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. JOINTS TO BE TACK AND SANDED WITH BITUMINUS ASPHALT EMULSION.. SECTION A-A 0 D CD 0 o m SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. NOTES: NOTE: y C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 2. ASPHALT PLACED IN MAX. 3" LIFTS EACH COMPACTED TO 92% MIN. 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 1. 1' T-CUT FOR PIPE ONLY PROJECTS. I (nLi AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE LL z S EDGED ON 4 SIDES. 2. JOINTS TO BE TACK AND SANDED. z - D I- °• 6 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. O BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. 0 I- 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. ° 6. SEE STD DETAIL NO. 146 = N 0 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: NO SCALE NO SCALE NO SCALE NO SCALE (1) (I) Q MICHAEL A. STONE, P.E. MICHAEL A. STONE, P.E. MICHAEL A. STONE, P.E. MICHAEL A. STONE, P.E. 0 _ f_ DWG. NO. PAVEMENT DIG-OUT DWG. NO. WHEELCHAIR RAMP DWG. NO. TRENCH DWG. NO. I U) - CITY ENGINEERCITY ENGINEER CITY ENGINEER CITY ENGINEER C,Us•rs .P ,ea�,ee� a..n,na z..aM.P,s o.1U„raV.ce,.mnre0�cu,ea�,e.. , .n,.202,02.00 ..s.one o.1U.,raVu�.mnre0�nunesIS .aww�.n.m.2ozsoz.o.CO..pne o,U.an..ce,.nnMw�n.roScnee ,.,n 2o2,02-w .ova E 2 JANUARY 2013 CURB GUTTER JANUARY 2013 AND REPAIR JANUARY 2013 STANDARD CORNER JANUARY 2013 BACKFILL U < 0 126 182 128 180 _ Q o o APPROVAL DATE APPROVAL DATE APPROVAL DATE APPROVAL DATE 0 v } 0 0 m SHEET NUMBER 0 TS o ° 5. 1 ›- E m 0) UJ ocn I- Q Q 0 c '6 O TVWD O E POLYETHYLENE ENCASEMENT r18" MIN. STRAP/SLIN{_ WATER I I 18" MIN. I 2a" MAX. o WRAP ("POLYWRAP") T O O O FINISHED GRADE FINISHED) 1 _ _�i'. CURB TIGHT SIDEWALK GRADE O Q I. - i I 12" -BREAK FLANGE® o j% \//\//,\ /\ 5. ':�4 l t4MIN . �A OI - � K m s z ��\; \!\\<�\%\\�\\�\\��\��\ 12" MAX. }_ T : O N ® r� -r _ • .- O T •.a i� - , \\��///J 4' MAX I+ W �� BURYL 0 fy 6 - -- �y a-� O5 h 2 1 DEPTH O r c_, ,1 Ella. J µr NOTES: J C y 1/4 <E70 �, gri 0 c � © MAX. _ \� -- 6., CLASS 52 DI PIPE _ al \Go �� 1. VALVE AND VALVE �'� BOX SHALL REMAIN ,II , © O O cn 1 11 ACCESSIBLE AT ALLcn 0 H Q 3 I� •� TIMES. O �O 3/16 E70 E z F o O �\ � O. ' ,7�2 \V' ;x. r 18" MIN `o CIRCUMFERENTIAL XAJ 111 JilillaiL , I^-1, 24" MAX +r 'I 72" MAX. likill-1-----111111 PLANTER STRIP �- - BRIEAK FLANGE H 1 ; -4 --I ... O 18" MIN. ® U o ID 4 I rfRJr__•.i,, SEE NOTE G I - o) al"1. . �� f Q 0 ONE SECURE LAYER OF TAPE H Q E WRAPPED ALL THE WAY AROUND s? -----, - �� , 1/4 �E70 _iv__ 0 P a 6 MIN �?- '- 1._ TYP �L � 1/4 u) 0 ,7 o - <`zr /� //�\7.1.2\,,•�\� I �E70 KEYNOTES: Q O KEYNOTES: O A. VALVE BOX ASSEMBLY PER STANDARD DETAIL 402. I z o ' 1. CUT THE POLYETHYLENE ENCASEMENT WRAP ("POLYWRAP") TWO FEET LONGER THANG. MAINTAIN MINIMUM CLEAR SPACE IN ALL ^ Z 00 Et 0 KEYNOTES: Z 0 0 o PIPE AND SLIP OVER PIPE BARREL. B. 6" GATE VALVE. WRAP TEE, VALVE, AND PIPE TO DIRECTIONS PER STANDARD DETAIL 503. Co � _ o N A EAST JORDAN MODEL #3639Z1 VALVE BOX, OR APPROVED EQUAL. VALVE BOX SHALL BE PLUMB. A. a THE FOOT VALVE WITH POLYETHYLENE ENCASEMENT PLACEMENT OF CONCRETE AROUND HYDRANTS ^ Q w I 6 c CENTERED ON AXIS OF OPERATING NUT, AND NOT REST ON OPERATING ASSEMBLY. 3 PRIOR TO BACKFILLING. EXTEND ENCASEMENT WRAP PROHIBITED. I- "- 2. EVENLY SPREAD POLYWRAP ALONG LENGTH OF PIPE BARREL, PROVIDING ONE FOOT OF EAST JORDAN MODEL #3639A1 COVER. FOR PEDESTRIAN HARD SURFACE AREAS, EAST JORDAN 2 A MINIMUM OF 6" BEYOND TEE. SECURE TO PIPE c ( LO w SLACK AT EACH END. MODEL y3639A2 COVER SHALL BE USED_ CAST "TVWD WATER" IN TOP SURFACE OF COVER. 0" WITH 10 MIL PVC PIPE WRAP TAPE. SEE STANDARD H. FOLLOW MANUFACTURER RECOMMENDATIONS FOF p q KEYNOTES: C < c• o DETAIL 301, DO NOT WRAP HYDRANT BARREL. BURY LINE. BREAK FLANGE SHALL BE A MINIMUM = 1 Ili o C. UNPAVED AREAS ONLY: PROVIDE 4" THICK CONCRETE PAD OVER 4" COMPACTED 3/4"-0" r A. EXTEND 2" OPERATOR NUT TO 18" FROM FINISHED GRADE WHEN VALVE NUT IS 60" OR C 3" AND A MAXIMUM OF 6" ABOVE FINISHED GRADE. w z CD E TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT Q = w i °' i TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH ONE LAYER OF o CRUSHED ROCK. PAD SHALL EXTEND OF A MINIMUM OF 6" AROUND VALVE BOXES. REINFORCE DEEPER FROM FINISHED GRADE. C. TEE. NEW CONSTRUCTION TEE SHALL BE MJ X MJ X _ CONCRETE WITH #4 REBAR MAX 12" O.C. CENTERED VERTICALLY IN SLAB. PROVIDE 3" CLEARAN�� 6 FLG- CONNECTIONS TO EXISTING MAINS SHALL BE I. NO RISER KITS ON NEW HYDRANT INSTALLATION`= I-I H 0 6. VALVE BOX PER DETAIL 402. J cn CIRCUMFERENTIALLY OR SPIRAL WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE TAPPING TEE PER STANDARD DETAIL 302. THRUST FROM EDGES AND PENETRATIONS- F C. 2" SQUARE OPERATOR NUT. o E � Q_ BLOCK REQUIRED ONLY FOR TAPPING TEE. J. 24" X 24" X 8" CONCRETE BLOCK - 3500 PSI, 2" o SHOWN LOOSE FOR CLARITY) TAPE SHALL BE 10-MIL BLACK ADHESIVE PVC TAPE, D. 6" TYPE SDR 35 PVC. D3034 PIPE SPACER. LENGTH AS NECESSARY. 9 D. 1" MINIMUM SOLID STOCK A36 STEEL (SQUARE). VALVE OPERATOR EXTENSION SHALL BE = BELOW SCORE LINE, AND 12" BELOW BURY LINE- Y m co _ CHRISTY'S PIPE WRAP TAPE, OR APPROVED EQUAL. E. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS 60" OR DEEPER FROM FINISHED GRADE. SEE `s HOT DIPPED GALVANIZED AFTER FABRICATION. D. MECHANICAL JOINT WITH GRIP FOLLOWER, TYP. ALL CONCRETE SHALL NOT IMPACT WEEP HOLE. in D °) STANDARD DETAIL 403. "= a JOINTS IN HYDRANT ASSEMBLY SHALL BE FULLY N CO E. 6" SDR 35 PVC D3034 PIPE SPACER. LENGTH AS NECESSARY. a RESTRAINED. K. WRAP HYDRANT BARREL WITH PE WRAP BENEATH ■ 0 0 e 4. LOWER PIPE INTO TRENCH, ENSURING TO NOT DAMAGE POLYETHYLENE WRAP. MAKE UP F. a WRAP VALVE WITH POLYETHYLENE ENCASEMENT PRIOR TO BACKFILLING. EXTEND POLYETHYLENE 15 F. ROCK GUARD. 1/8" STEEL PLATE WELDED TO SOLID SHAFT. GUARD SHALL BE 3/8" BURY LINE TO 6 INCHES BELOW CONCRETE BLOCK. NI0 0 5 5L, JOINT. MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 10-MIL ADHESIVE PVC PIPE TAPE. SEE q E. 12" x 12" X 8" CONCRETE PIER BLOCK ON ENSURE PE WRAP DOES NOT INTERFERE WITH WEFF _ I. SMALLER THAN INSIDE DIAMETER OF PIPE SPACER. :: ge: O H ( STANDARD DETAIL 301. ° G. SECONDARY ROCK GUARD IS REQUIRED IF DISTANCE FROM UPPER ROCK GUARD TO = UNDISTURBED NATIVE SOIL. HOLE. v ,- w n 5. PULL FORWARD POLYWRAP FROM PREVIOUSLY PLACED PIPE STICK OVER BELL. = G. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 12" AND LARGER SHALL BE M.l A VALVE NUT EXCEEDS 72 INSTALL SECONDARY GUARD HALFWAY BETWEEN UPPER o SECURE IN PLACE. BUTTERFLY VALVES. LL F. 1-1/2" CLEAN DRAIN ROCK POCKET. 4 CUBIC FEET L. ADD VERTICAL BENDS TO MAINTAIN 4' MAX BURY of M s H. 2" SQUARE OPERATING NUT. Q GUARD AND VALVE NUT. a MINIMUM. MINIMUM 6" ABOVE HYDRANT DRAIN DEPTH. 6 OPENING. PLACE GEOTEXTILE FABRIC OVER TOP Ln E 3 6. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE g I. 8" X 6" PVC SDR35 REDUCER SXS, CONNECT TO D3034 PIPE USING A COMPATIBLE PVC CEMENT H. 2-1/2" X 2-1/2' X 3/8' STEEL FLAT BAR. 3 a g g o DRAIN ROCK TO RESTRICT SOIL FROM MIGRATING \ ° m LAYER OF POLYWRAP. SECURE IN PLACE- J. COMPACTED ROCK. q I. 3"X3" X 3/8" X 2" LONG STEEL SQUARE TUBE. INTO DRAIN ROCK POCKET. ��D PROres C o 0 0 ��'�t�G�IV£F •s��'L Ill y a APPROVED BY EFF DATE 07/01/2' o APPROVED BY EFF DATE 07/01/24 APPROVED BY EFF DATE 07/01/24 o APPROVED BY FFF,DATE 07/01/24 8 E PETER BOONS POLYETHYLENE ENCASEMENT 9 PETER BooNE PETER BOONS VALVE OPERATOR PETER BOONS FIRE HYDRANT - 81 692PE TUALATIN VALLEY STANDARD DETAIL a TUALATIN VALLEY _ TYPICAL VALVE SETTING STANDARD DETAIL a TUALATIN VALLEY _ _ STANDARD DETAIL TUALATIN VALLEY STANDARD DETAIL E a)o Q c WATER DISTRICT DRAWING SCALE INSTALLATION METHOD 7 1 A r WATER DISTRICT DRAWING SCALE .2 WATER DISTRICT DRAWING SCALE EXTENSION 7, m r WATER DISTRICT DRAWING SCALE STANDARD INSTALLATION EL Q NONE n1111.01111 NONE 402 NONE 403 NONE 502 OREGON Q f z z z z '11 R ‘?- :_..Y 1 � 8, y<ER J. 0 EXPIRES: 12-31-26 L 6 z O E_ U ti DLO O Q W N 2 o -o o •D ° D EASEMENT I • ° f+ PUBLIC UTILITY EASEMENT +I (1 Op Q 35 Q 0p m a PUBLIC UTILITY I O CO w CV e SINGLE SERVICE SINGLE SERVICE 0- O (Ni ° m o D+ • +° D 1 • 5/8". 3/4" OR 1" 1-1/2" OR 2" Q N- 00 z z Y r I ° I �0 SEE NOTE 4. 1 -1" MIN, 4" MAX. I O O CD U SIDEWALK I 4 AND 6 b I 18" �O D il Y U w _ D (WIDTH VARIES) ° - �� J_ cn 0 0 C) BACKFLOW ASSEMBLY. �� 3, o y " • • e D I TYP., SEE NOTE 6 * SERVICE + -*..»._____.___�..r # Y 7 cp , r D SINGLE r 1 r 1 o SINGLE • L' • ri-3» 0- • ,e•_' i,-..---r- t. • ----E # -1 ,D D ••24" e I_ _I - 1 R 1 :> LIMIT OF REQUIRED SERVICE TT J SIDEWALK ° 12 I i --PA- -�----- I I ilu ‘ _�-Z z r CLEAR ZONE SEE NOTE 4 4.. • -'"-" - 6 --�1 MARK PROPERTY-� D • + D 1--- - ° e • ° ° O L _ x /L- - D LATH ON P L O N LINE AND LOT °o° • . ° ° P / • D. BOX ORIENTATION / ' '' - ---�� Q Q NUMBERS ON o '° AT PUE, TYP - _;F.?._ N. J SEE NOTE 4 OIt s, Y 3' FACE OF CURB. PROPERTY I LATH ON P/L z FIRE HYDRANT 1'o ° SEE NOTE 7. AT PUE, TYP. I • w METER, TYP. TYP CORNER, TYP. p ° I D •D & & a F (INSTALLED BY TVWD) a) - �� N. + D• _ +• -• W I , (1NID HE VARIES) • \„ H Q " 5' .If '�., 11. 5• D z I E . ./ °II°\"/011' m w , 0 -E �; Q L. • ti a ? ° BACKFLOW ASSEMBLY, CO �O I „ TYP., SEE NOTE 7 DUAL (U-BRANCH) SERVICE J rj � ' / ° ALTERNATIVE METER D , T / BOX ORIENTATION a -` 5/8", 3/4", OR 1" r 18" // / SEE NOTE 4 u .a 0 ,-_/ �.-_. !iJ i�l ..�' D e __-___-_ DUAL , D • ,. {'1� 1 s�it5� I _ fix - - - ' °+ ,. ' I.1I 1 :„ - �I LU LO 18"-24" II,_ --°----------•*------`--_---=---- 1 I �" SERVICE tIII L� OR COMPLY WITH J _ ____ ______ N ill. 1 D • ° .. + • D --_ 0 S LOCAL JURISDICTION I I 1i3-1 ° 12" MIN. 14 PROPERTY--- i -P� 7 3„ N CURB FACE OR EDGE DJAL 1 - _ CORNER, TYP. - 6 � . o • e __- P �__ __- MARK PROPERTY OF STREET. SERVICE it' -1 D LINE AND LOT D II a• (V '- I ' ° +• _ I NUMBERS ON • . I 1 - r_ co U ,,: SEE NOTE 8. , - GM Q: : °a' 10' r 10' r ILL V j-_ >------- ----------- ° `k i' FACE OF CURB, P • D -- . .5 D • ---- J 8 TYP. ° I 18" ~% 1SX )� --��_ -r� L. ,' pi o I P, ° ° • • �0� •N ° D° „ ^ - 11 1 1, -*[� - D Q O R I I N - NOTES: ,. c E 3 4"-O" LEVELING COURSE, PRIVATE SIDE PLUMBING 1. THIS DETAIL SHALL BE USED IN CONJUNCTION WITH 601, 602, 605A, AND 605B. N / Y .- 4" MIN. DEPTH, TYP. PER CURRENT 13 a 2. THIS DETAIL APPLIES ONLY TO WATER SERVICE CONNECTIONS 2" OR SMALLER. v PLUMBING CODE, TYP " NOTES: ,,, 3. NEW SERVICE LINES SHALL BE A MINIMUM 1" DIAMETER UNLESS OTHERWISE NOTED ON THE NOTES: 2 VI APPROVED PLANS_ Z J - 1. THIS DETAIL SHALL BE USED IN CONJUNCTION WITH 601, 602, 605A, AND 6056. 4. LOCATION AND ORIENTATION OF METER BOXES SHALL BE APPROVED BY DISTRICT INSPECTOR J U Q F- 6 - 1, THE CLEAR ZONE PROHIBITS THE FOLLOWING: 2. THIS DETAIL APPLIES ONLY TO WATER SERVICE CONNECTIONS 2" OR SMALLER. a 3 ~ • VEHICLE PARKINGA' PRIOR TO INSTALLATION. r � J o cn° • FENCES 3. NEW SERVICE LINES SHALL BE A MINIMUM 1" DIAMETER UNLESS OTHERWISE NOTED ON THE E 5. DEVELOPER'S SURVEYOR SHALL: £ L.L - W • TREES g APPROVED PLANS_ 5.1. SET A LATH AT THE INTERSECTION OF THE PROPERTY LINE AND THE PUBLIC UTILITY a Q Et a 4. LOCATION AND ORIENTATION OF METER BOXES SHALL BE APPROVED BY DISTRICT INSPECTOR 4 < U • LARGE BUSHES a PRIOR TO INSTALLATION. o EASEMENT. m O • RETAINING WALLS 5.2. SET A LATH AT THE INTERSECTION OF THE PROPERTY CORNER AND THE RIGHT-OF-WAY ^ 5. DEVELOPER'S SURVEYOR SHALL: d LINE, IF MONUMENT HAS NOT YET BEEN SET AT THE TIME OF SERVICE INSTALLATION. Iu L.L w 0 a a f GENERAL NOTES: ^ 11 O • ANYTHING ELSE THAT MAY INTERFERE WITH OPERATION OF THE FIRE HYDRANT. 5.1- SET A LATH AT THE INTERSECTION OF THE PROPERTY LINE AND THE PUBLIC UTILITY 5.3- MARK PROPERTY LINE AND LOT NUMBERS ON FACE OF CURB WITH WHITE PAINT. 1_ KEYNOTES: V J ° ° 2. THE CLEAR ZONE ALLOWS THE FOLLOWING: o EASEMENT. 0 1- REFER TO DETAIL 605E FOR ALLOWABLE METER BOX 5.4. MARK METER BOX LOCATION(S) AND SET GRADE HUBS, IF CURBS ARE NOT INSTALLED AT MANUFACTURERS. A.METER BOX, TYP- o 2 • LAWN GRASS ' 5.2. SET A LATH AT THE INTERSECTION OF THE PROPERTY CORNER AND THE RIGHT-OF-WAY I THE TIME OF SERVICE INSTALLATION. 2. THIS DETAIL SHALL BE USED IN CONJUNCTION WITH B. SINGLE SERVICE ANGLE METER STOP, COMP x METER Q O 0- a • MULCH , LINE, IF MONUMENT HAS NOT YET BEEN SET AT THE TIME OF SERVICE INSTALLATION. , 6. SHOWN IN SIDEWALK FOR INFORMATION ONLY. SINGLE SERVICE WATER METERS SHALL ONLY BE a DETAILS 601 THROUGH 6056. REFER TO DETAIL 601 SWIVEL OIfp �I'1 • BARK DUST 8 5.3- MARK PROPERTY LINE AND LOT NUMBERS ON FACE OF CURB WITH WHITE PAINT. INSTALLED IN SIDEWALK IF APPROVED BY DISTRICT ENGINEER- DUAL SERVICE WATER METERS ARE C.DUAL SERVICE ANGLE METER STOP, FIPT x METER �J z FOR ALLOWABLE HARDWARE. _ .� • GROUND COVER , 5.4. MARK METER BOX LOCATION(S) AND SET GRADE HUBS, IF CURBS ARE NOT INSTALLED AT .54 NOT PERMITTED WITHIN SIDEWALKS. METER BOXES SHALL BE INSPECTED BY DISTRICT PRIOR TO 3. DISTRICT SHALL INSTALL ALL METERS AFTER SWIVEL rn 2 i a THE TIME OF SERVICE INSTALLATION. P. POURING CONCRETE SIDEWALK. °' PROJECT ACCEPTANCE AND APPLICABLE FEES ARE 13 D. 1.5" OR 2" METER RESETTER w V • LOW PLANTINGS z o 3. WHEN PLACED WITHIN THE CLEAR ZONE, GROUND COVER COULD BE DAMAGED WHEN 3 6. SEE SECTION 8.2. OF THE STANDARDS FOR BACKFLOW REQUIREMENTS- 3 7. SEE SECTION 8.2- OF THE STANDARDS FOR BACKFLOW REQUIREMENTS- Q, PAID. E. 1" TYPE K SOFT COPPER TUBING. 12" MIN. BENDING (/1 HYDRANT IS OPERATED OR MAINTAINED. 4. METER BOXES SHALL BE SET PLUMB, WITH THE TOP RADIUS. v� z ° 7- ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-FT OF A SURVEY 8. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-FT OF A SURVEY SET HORIZONTALLY. F. 1.5" OR 2" TYPE K SOFT COPPER TUBING. D I- 4. WHERE ALLOWABLE WITHIN CITY OR COUNTY JURISDICTIONS, HYDRANTS MAY BE PLACED 3 MONUMENT- DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND/OR METER BOXES / 0 5. COMMERCIAL PROPERTIES SERVED BY A 1" METER G. U-BRANCH, 1" COMP x 1" MIPT. 0 9- 9 g MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES AND OR METER BOXES N O WITHIN THE SIDEWALK, IF THE SPACING REQUIREMENTS ARE MET AS SHOWN. FOUND TO FALL WITHIN 1-FT OF A SURVEY MONUMENT LOCATION. FOUND TO FALL WITHIN 1-FT OF A SURVEY MONUMENT LOCATION. MUST BE SERVED BY A SINGLE SERVICE- H.COPPER COMPRESSION OR SWEAT 90' BEND- el 0 g = CD Q o o a o o N O S APPROVED BY EFF DATE 07�01/24 ,�j APPROVED BY EFF DATE O7/O1/24 APPROVED BY EFF DATE 07 O1/24 o APPROVED BY EFF,DATE 07 01/24 I w L�L "� �� WATER SERVICE CONNECTION: WATER SERVICE CONNECTION: ? V Jl L />, PETER BOONS FIRE HYDRANT PETER BOONS PETER BOONS PETER BOONS WATER SERVICE CONNECTION: _ TUALATIN VALLEY STANDARD �► TUALATIN VALLEY METER BOX PLACEMENT STANDARD DETAIL TUALATIN VALLEY METER BOX PLACEMENT STANDARD DETAIL TUALATIN VALLEY STANDARD = c - WATER DISTRICT DRAWING SCALE CLEAR ZONE c WATER DISTRICT DRAWING SCALE c WATER DISTRICT DRAWING SCALE c WATER DISTRICT DRAWING S:: METER BOX ASSEMBLY = I A NONE 503 A r NONE IN PLANTER STRIP 603 A NONE BEHIND SIDEWALK 604 A NOME NONE 605A o r z z z o i U >- D 0 U m SHEET NUMBER TS o 15 ' C5.2 15 '2 m 2- z w Q 14 SHEET INDEX o FO TT_________r____________ ___1 SHEET NUMBER SHEET TITLE - I 4 W '" 0 I WASHINGTON SQUARE MALL I L0.0 COVER SHEET 10 h, / I - _• L0.1 TREE PRESERVATION PLAN o /L: N VW I) Fww F1� N �Fw L0 2 TREE PRESERVATION NOTES o �, a cn i GRS Gx p L5.1 LANDSCAPE PLAN 5 �� L7 _ 11 ailipimm ft I ��IIIIII �. ��:�f�pi I O ❑ I 41,,,,i.e= - ll • L5.2 LANDSCAPE PLAN IA. 0 III 404 o ,.$A-ur" . N•, I .i in Vilta-- k• ,_ .4 MOM Ibr ILANDSCAPE REQUIREMENTS PER TIGARD LAND DEVELOPMENT CODE I i _1 imp REQUIRED PROVIDED z PARKINGI GARAGE dik d� - G G Virelai1 I I L-1:ANY COMBINATION OF TREES PLANTS OR LAWN WITH OR WITHOUT OTHER L 1 L-1 cN _ I L440:' iAlilli A LANDSCAPING NATURAL OR ARTIFICIAL LANDSCAPING ELEMENTS SUCH AS PONDS, U 411 p:"• "_ " • ?:. •:`. :; I FOUNTAINS, LIGHTING, BENCHES, BRIDGES, ROCKS, PATHS, SCULPTURES, TRELLISES, - PROPOSED HOS Y ` _J OR SCREENS. w T3. _ w O 2 T RY S O I I \` L 2:A MINIMUM OF 50% OF THE TOTAL REQUIRED LANDSCAPE AREA MUST INCLUDE L 2 L 2 0 0 ■ I ° h` afl - 1 ±142 000 S F SMALL, MEDIUM, OR LARGE SHRUBS;A MAXIMUM OF 50/°OF THE TOTAL O U z Q 'i .; Y. REQUIRED LANDSCAPE AREA MAY INCLUDE ANY COMBINATION OF MULCH, 0 J I I • t GROUNDCOVER, LAWN, OR HARDSCAPE, EXCEPT THAT HARDSCAPE AREAS MAYCi) o 0 0 O o 0 • I r;i * .;!." INOT COVER MORE THAN 25/o OF THE TOTAL REQUIRED LANDSCAPE AREA Q o II110I _ ` Dolz I 11: •1 6.n it I PROPOSED • dlIWASUF N I URBAN FORESTRY MANUAL STANDARDS: �� z - a w I -0j I SPORTS FIELD 1-1 I • SECTION 10 -TREE CANOPY SITE PLAN REQUIREMENTS O:- 0 oi il:j : o o Vil, ±18,400 SF ! 8 ,) 33 PERCENT TREE CANOPY COVERAGE FOR THE OVERALL DEVELOPMENT SITE 33% 22% I w oL I / ,, I I (SITE AREA=222,051 SF) w '� ' i • UNDER GROUND UTILITY(TYP) z 0,,2 et, 0 ' ■ �2 / < ?L%�// THE MINIMUM SIZE FOR ALL TREES PLANTED IS 1.5 INCH CALIPER 1.5"CAL METE . , 11 -..' • I /-•- -- 0 I \ le ) _ 11 il1� c� ( I SMALL TREES MUST BE SPACED NO CLOSER THAN 20 FEET ON CENTER FROM MIN 15'O.C./ MET cN � � • �'_ ,y1� OTHER TREES AND 150 FEET FROM THE FACE OF HABITABLE BUILDINGS. >10 FROM BLDG OO � ( ANA_L.,____---- 4. \ ' r-+ • • MEDIUM TREES MUST BE SPACED NO CLOSER THAN 15 FEET ON CENTER FROM MIN 20'O.C./ MET E o W ' f 7.4, 11•Mii w O OTHER TREES AND 10 FEET FROM THE FACE OF HABITABLE BUILDINGS. >15 FROM BLDG j 7 I \ i .Nuirmaiw Nii,„0:1M t 4 ow-- Ailemk ,) / II I— 0 I Am -7- 0- _ . o .° t Et il* .I ? ! N 4.7 ,c.A I, \ ' 'N __mau G' 1 GAS UNDERGROUNDUTII,LITY(TYP) -�'1- SVO GA `` GAS -_4 lo, ----. or• rt.m ILII ?..... /1-1\ z LARGE TREES MUST BE SPACED NO CLOSER THAN 30 FEET ON CENTER FROM MIN 30'O.C./ MET • LAS 1126 • j �� mr- E� _ STORM LINE ISAPPROX.30'BELOWFINI--DE.SEEOIVIL E E STORM LINE ISAPPROX.30'BELOWFINISHGRADE.SEECIVIL / _ - W \ IOTHER TREES AND 20 FEET FROM THE FACE OF HABITABLE BUILDINGS >20 FROM BLDGaj Q �,,�� T, _ E _� E _ PRELIMINARY Q 3 TV �. UNDER ROUND UTILITY(T > ,,,, Q �,[�]�]R.MCWAIN JR, E I it _ \- Q D I • SECTION 13 PARKING LOT TREE CANOPY STANDARDS OREGON _•� Min R \ ALAI . IIMM i 1 C • • . , 06/09/2026 'C� �� v� �� L II�0/�� O; (/) I THE DEVELOPMENT PROVIDES A MINIMUM EFFECTIVE TREE CANOPY 40% 22% �r I - *tit . 1 -`, �!*• I , \: COVERAGE OF 40%OVER ALL PARKING AREAS. (PARKING AREA=79,143) C4 pE A j I �� VI :r / I E` kli `` s — �V/IIIIIIIII z c� I �� I i I TREE CANOPY CALCULATIONS a` t� O t EM I ,E---- _ ��iit' w N 2 o a I (� / ( 2 / r _ ►' ' r I SITE: O w O (n �� , PROPOSED CANOPY COVERAGE =34,086 SF O co Q ti Q } m m CD • 0 �"� 0- cocl) o N o m o o I (r) cy, \ ,,A6 = w O I LIMIT OF WORK(TYP) • • Y Q (p Q w �� 1--- lidd 1 O O J c� Z Y PARKING AREA: c� w _ [/-�J PROPOSED CANOPY COVERAGE = 19,899 SF*75% = 14,924 SF cn o o rJ `� IIT OF WORK(TYP)— — II — X I�� PRESERVED SITE CANOPY: � j il :: :, COVERAGE = 7,181 SF (2X= 14,362 SF ) I At CL a Q • \ , I ` f • \��!!I c� , 3 I PRESERVED PARKING LOT CANOPY: � '„ _, 4 • COVERAGE= 1,429 SF (2X=2,858 SF) o QLO q Ala!ik" etr•- . a __ SITE CANOPY CANOPY COVERAGE CALCULATIONS, Z LLI o o \ \v�� I �'� P� = PROPOSED CANOPY COVERAGE= 34,086 SF - < > `T_{` j t PRESERVED CANOPY COVERAGE=7,179 SF*2 = 14,362 SF O T �� TOTAL CANOPY COVERAGE=48,448 SF J N N ' R - SITE AREA=222,051 SF111* ' J ▪ 0 0 77 ,, REQUIRED =73,277 SF (33%) � PROVIDED =48,448 SF (22%) �/ *It:1r! I..L, 4 PARKING AREA CANOPY COVERAGE CALCULATIONS w u I � PROPOSED CANOPY COVERAGE= 19,899 SF*75% = 14,924 SF \ > a ` - PRESERVED PARKING CANOPY COVERAGE= 1,429*2=2,858 / �,o v o �R` E E ` E ' • - • TOTAL PARKING CANOPY COVERAGE= 17,782 SF 0 w �• i E PARKING AREA=79,143 SF Qta REQUIRED= 31,657 SF (40%) o E04 I PROVIDED= 17,782 SF (22%)MET . ‘ _• -A* ', '4 Nfr Z E • ' o I 1r,El � E- V,,,711. 1 _ icri '‘44Glf" H 0 0 0> f' \ . .1 7MIP O a) © , tom = �R��. ,r • t • p _ irk• • • � '; 'y =,� 2�.. CL O �I� U o _c -. • . a- i 0 2- �° 182 - - 19 _= w a) 0 a o • = SW WASHINGTON SQUARE RD m a � V i r - 1� O U_ o o 'r b o 1 AP GRAPHIC SCALE IN FEET CI H 0 20 40 80 / \ U m a) NORTH SHEET NUMBER V C7 -6 O SCALE: 1"=40' I O.O o 2 >- \ I- Q 0 14 0 4. zx • FO G 13 D�j L:11 � '° '" �5� WASHINGTON SQUARE MALL 10, w h; _ PLANT SCHEDULE 'e>m .7.. �� #82 — u) _'GI DBH: 9» FWW F\�r FW z . r IT� ;� C-RAD: 8' SYMBOL QTY BOTANICAL NAME COMMON NAME CONT o Q :; ..••. ._.. .•G:S.. . 6q.:• . cn #6 I #10 . «; f� DBH: 12 » 2 .4� `.•• 1rft DBH: 11 EXISTING TREES _ �; #9 1 I I 30 EXISTING TREES TO BE REMOVED B&B DBH: 19 ' All ts. . #83 #7 #$ C-RAD: 15 i � DBH: 11" DBH: 8" DBH: 24" Ii . .4... 65 EXITING TREE TO REMAIN B&B , riv - 1 1 r C-RAD: 8 C-RAD: 5' C-RAD: 12 / L— I 11 " •• z° PARKING GARAGE cr3 El 1 W z a _ • PROPOSED HOS ,•; L PRESERVED TREE CANOPY CALCULATIONS 2-STORY ] CDQo z, ❑ �; ±142,000 SF o �� 15 TREES PRESERVED WITHIN THE PROJECTS LIMIT OF WORK: 7,134 SF o W f / iiHI _� Q °� o CO T L. #84 - - - 7 DBH: 4" #9. 12[_ ❑ U;� 16 10 r C-RAD: 8' DBH: 1' %�� z '0 o 0 o C-RAJ: 10 P ANNEuu Itk < w 1 a c±i/ >p% 5 c2) I-1 CD 0 0 ' ! � DBH: 9" #89 DBH: 7" i ❑ 1 `� 8 _ 1 w Y .4 ,_ C-RAD: 15' DBH: 2" C-RAD w zo Er ', / C-RAD: 5' N ' GA.)imim 1H 1 (J) - = ci- i 0 #87 #90 z n 1 , .� re DBH: 8" ( #88 DBH: 8" - .,. O E m isj-6 �� It C-RAD: 5' nilBH: 8 C-RAD: 8' ❑ < E' // I- p W 14,! 86 -RAD: 8' a #BH: 18" ■ o 0 DBH: 6" ji - D z W N I . '. 6 C-RAD: 8' #1 11:/ $4,,tC-R D: 15 = DBH: 11" < /� F I O C-RAD: 10' ❑ � ~ III Q ,(1) it• ' " > _ = __= ,li. a .4 ifii #3 T i " P ❑ DBH: '9" .. cn \ I, I J ` '_' i �' DE A, DBH: 8" m CI 15' OXSi l'� ��•, W - IP' �� ¢ R 15' -I \ C-RAD: 8' / # II ( �� 0_ -� I G' GA #2 Sys DBH: 19'r • LA 112611 C-RAD: 15�i�� E E DBH: 13" �€ E #4 .,, vA -�o/ EI" - _ C-RAD: 10s E— DBH: 11" . E _ } J PRELIMINARY 0 o \ �-�/ EEjV _ N El` E C-RAD: 10 �A j O - o \ r� E� = _ iv Tom` c E N _ _ ALAN R:MCWAIN JR.\ E N #14 06 09/206 �OREGON �I %I 0 _ ► �� - C RAD: 10�� _�� #15 �� a' fe �9pE AA° �� 4� DBH: 14" 1• C9 - �;o Z . dQ -RAD: 10 '�� - 77 ;� EM i s #1 #17 CC fI (A t w DBH: 5 ,� DBH: 14 U ; l N 2 EM C-RAD: '��r C-RAD: 15 w / / #18 -4,i��c, op c� m } o ti i » Q ti Q m �� s DBH: 15 a-!�.�',, tt #19 it ri ° N o Q , Z w fi �\ C-RAD: 12 ';' DBH: 10" Y 21 C-RAD: 15' = O O J 0 o / �J # » I Y a cn a w DBH: 8 1 c, w ct _ • #20 Cn \ �+� .,� �/ C�RAD�10' 6 DBH: 18" cn o o XI F� 3 I C-RAD: 12' Z 0 1 I * 1 0_ QQ � / Z N5co 0 aZ, \ A ; • O .. (,) . q 41r A.L. -t < • 41 Lo ,_ \ 0 N _ / / 1114-1111;414: ; , R LI N • yCNI T s • A*, I W in fY '0 0 0 < ,-', \ I •' W�/ o • E E E 7, -----.AE — L.f_ z —' O Q • e ..: u) u) E -4 U) a w EL I* Alb . _I q) ---' --I :4;4_ irrib,':Zet t•.' w — • ce=_ IP It. tr , 0 4 A2 51 . 0_ 0 0 ! ' 1'7!i ` i ` Zii0` ,.....ILL = O Q • N , 18 - \IIII y = W O W LL _ SW WASHINGTON SQUARE RD a ° o r i (/) a U IN = 5 VJ o - O E o �� GRAPHIC SCALE IN FEETi_ 0 20 40 80 / \ U T COc, I U NORTH SHEET NUMBER U C7 —0 O SCALE: 1"=40' I 0. 1 o . } m U) TREE ARBORIST REPORT o 7Z 0 Effective Open Grown or O Tree No. Common name Scientific name DBH' C-Radius2 canopy cover3 Heritage Tree4 p s Condition6 Preservation' Comments 0 _ (in) (ft) Stand Grown T (sq.ft.) E 1 northern red oak Quercus rubra 11 10 N 0 2 2 dead branches 2 to 4 in diameter, restricted rooting area 2 pin oak Quercuspalustris 13 10 N 0 3 3 restricted rooting space ;, 3 pin oak Quercuspalustris 16 15 N 0 3 3 fire hydrant, restricted rooting space 4 northern red oak Quercus rubra 11 10 N 0 1 2 dead branches greater than 4 in diameter, restricted rooting space O 5 Crimson ling maple Acer platanoides'Crimson[Ing' 8 8 N 0 1 0 heavy epicormic branches,dying from top down, not suitable for preservation,dead branches greater than 4 in diameter z 6 European white birch Betula pendula 12 10 N 0 2 2 moderate sapsucker holes,crooked trunk,dead branches 2 to 4 in diameter 0 — cn 7 shore pine Rnuscontorta 8 5 N 0 2 2 multi-stem:6,4,4,suppressed, ivy 8 shore pine Rnuscontorta 24 12 N 0 3 2 codominant leaders:16,14,12 Lu 9 shore pine Rnuscontorta 19 15 N 0 3 2 codominant leaders:14,13 10 sweetgum Liquidambarstyraciflua 11 10 N 0 3 2 crooked trunk,asymmetrical crown 11 Scot'spine Rnussylvestris 18 15 N 0 3 2 bowed trunk,crooked trunk 5 12 Scot'spine Ffnussylvestris 19 15 N 0 3 2 codominant leaders:16,10,crooked trunk 0 13 Scot'spine Ffnussylvestris 19 15 N 0 3 3 0 14 Oneseed hawthorn Crataegusmonogyna 15 10 N 0 3 2 multi-stem:10,10,6, invasive zci 15 Douglas-fir Pseudotsuga menziesii 14 10 N 0 1 0 dying from top down,dead branches 1 to 2 in diameter, ivy, large open trunkwound west side, preservation not recommended 1 16 Douglas-fir Pseudotsuga menziesii 5 8 N 0 3 2 asymmetrical crown,suppressed 17 Douglas-fir Pseudotsuga 14 15 N 0 3 3 invasive groundcover z 9 E 18 Douglas-fir Pseudotsuga menziesii 15 12 N 0 3 2 self-corrected phototropic lean,asymmetrical crown, ivy 19northernoak 10 15 N 0 3 2 self-corrected phototropic lean,asymmetrical crown,adjacent to 18 redQuercusrubrao CD 20 trident maple Acerginnala 18 12 N 0 2 2 thin,small diameter dead branches, ivy O < o 21 trident maple Acerginnala 8 10 N 0 2 2 thin,small diameter dead branches, ivy o Q o R 22 trident maple Acerginnala 9 10 N 0 2 2 thin,small diameter dead branches, ivy = (1) o o Co 23 trident maple Acerginnala 8 10 N 0 2 2 thin,small diameter dead branches, ivy Q co 5 24 trident maple Acerginnala 5 8 N 0 1 1 multi-stem:4,4,thin,small diameter dead branches,choked by ivy, remove ivy if preservation is desired � o 0 o 0 0• 2 25 trident maple Acerginnala 8 10 N 0 1 1 thin,small diameter dead branches,choked by ivy ^ < w 7- _ zo .0 26 trident maple Acerginnala 7 8 N 0 1 0 thin,dead branches,open trunkwound south side,choked by ivy, not suitable for preservation >4.- - 0 J �_ -c 27 trident maple Acerginnala 6 8 N 0 1 1 thin,dead branches,choked by ivy o > ° 28 trident maple Acerginnala 8 8 N 0 2 2 thin,small diameter dead branches, ivy, poison oak CDLA EL , cLJ 29 European white birch Betula pendula 15 12 N 0 2 2 self-corrected phototropic bow,dead branches,thin top ��E >- 1- ci- 30 trident maple Acerginnala 7 8 N 0 1 1 thin,dead branches 1 to 3 in diameter,suppressed, ivy. . Q o_ ,w 31 European white birch Betula pendula 17 12 N 0 3 2 self-corrected phototropic bow LID D C 32 trident maple Acerginnala 9 10 N 0 — 2 2 thin,small diameter dead branches, ivy _ No 0 1 . 33 trident maple Acerginnala 7 8 N 0 2 2 thin,small diameter dead branches, ivy N o 34 ponderosa pine Pinusponderosa 14 10 N 0 _ 2 2 thin,dead branches to 3 in diameter,cracking asphalt, limited rooting space © T 35 shore pine Pinuscontorta 19 18 N 0 3 2 bowed trunk,girdling root north side, restricted rooting space 36 trident maple Acerginnala 8 8 N 0 2 2 thin,small diameter dead branches, ivy n• o 37 trident maple Acerginnala 7 8 N 0 2 2 thin,small diameter dead branches,choked by - GXS TE!l D� ° a, 38 trident maple Acerginnala 7 8 N 0 2 2 thin,small diameter dead branches,choked by ivy c 39 trident maple Acerginnala 9 10 N 0 2 2 thin,small diameter dead branches,choked by ivy • LA 1126 • 0 Tv 40 trident maple Acerginnala 6 8 N 0 2 2 thin,small diameter dead branches,choked by ivy PRELIMINARY 0 2 41 trident maple Acerginnala 6 8 N 0 2 2 thin,small diameter dead branches,choked by ivy ALAN R.MCWAIN JR. - 42 trident maple Acerginnala 7 8 N 0 2 2 DBH measured at 4',thin small diameter dead branches,choked by ivy OREGON 0 43 trident maple Acerginnala 8 10 N 0 2 2 thincs) ,small diameter dead branches,choked by ivy ,� 06/09/2026 �� 44 trident maple Acerginnala 4 5 N 0 1 1 thin,suppressed, small diameter dead branches,choked by ivy / ° APEN 1 45 trident maple Acerginnala 10 10 N 0 2 2 thin,small diameter dead branches,choked by ivy 46 trident maple Acerginnala 10 10 N 0 2 2 thin,small diameter dead branches, ivy 1 J J w - N 47 trident maple Acerginnala 6 8 N 0 2 2 thin,small diameter dead branches,trunk wounds z cn c 48 trident maple Acerginnala 11 12 N 0 1 1 thin,small diameter dead branches,choked byivythroughout crown w N cog Q0 o w o w O 49 trident maple Acerginnala 11 10 N 0 1 1 thin,small diameter dead branches, ivythroughout crown p o N o 50 trident maple Acerginnala 11 10 N 0 1 1 thin,small diameter dead branches, ivythroughout crown rI rn o N Q o m 0 0 51 European white birch Betulapendula 14 10 N 0 2 2 thin, heavy ivy load Q oo z z Y E 52 European white birch Betula pendula 9 10 N 0 3 2 self-corrected phototropic bow - o o a ( a w U w ce _ 53 European white birch Betula pendula 11 10 N 0 2 2 self-corrected phototropic bow,thin,choked by ivy _ _ 00 0 0 XI 0 54 European white birch Betula pendula 12 10 N 0 1 2 dying from top down,thin,self-corrected phototropic lean a 55 London planetree Ffatanus x acerifolia 24 30 N 0 2 _ 2 thin,dead branches,choked by ivy 56 London planetree Ffatanus x acerifolia 17 25 N 0 2 3 thin,dead branches 1 to 3 in diameter z 57 London planetree Ffatanus x acerifolia 19 25 N 0 3 3 E Q 58 pin oak Quercuspalustris 18 18 N 0 3 2 codominant leaders:8,8,8,8,6,6,thin O 00 Q 59 pin oak Quercuspalustris 25 25 N 0 3 2 large pruning cut, narrow stem unions, inclusion H- N 60 bowhall maple Acer rubrum 10 15 N 0 2 2 dead top,small diameter dead branches,thin,overextended branches, mechanical damage to surface roots, restricted growing space Q 0 o 2 61 pin oak Quercuspalustris 14 18 N 0 2 2 large diameter dead branches, crowded scaffold branches,vertical branch growth 62 pin oak Quercuspalustris 8 12 N 0 3 3 w w N ,- 63 pin oak Quercuspalustris 11 15 N 0 3 3 0 N 64 northern red oak Quercus rubra 8 10 N 0 3 3 w 0 i 0 65 northern red oak Quercusrubra 5 8 N 0 3 3 restricted rooting space Et N -a z 66 northern red oak Quercusrubra 6 8 N 0 2 2 sunscald,good response,asymmetrical crown, restricted rooting space 0, 'D 67 northern red oak Quercusrubra 9 12 N 0 3 3 restricted rooting space Q• . 68 .Japanese maple Acer palmatum 4 5 N 0 3 1 sunscald southwest side, large wound w 69 .Japanese maple Acerpalmatum 4 5 N 0 3 1 sunscald southwest side,good response w Et H 70 .Japanese maple Acer palmaturn 5 5 N 0 2 1 sunscald southwest side, bowed trunk z o 71 bowhall maple Acer rubrum 12 12 N 0 3 3 z 72 flowering cherry Prunusserrulata 9 12 N 0 3 2 self-corrected phototropic lean,asymmetrical crown 0 H E 73 flowering cherry Prunusserrulata 10 12 N 0 3 2 self-corrected phototropic lean,asymmetrical crown Q D 74 flowering cherry Prunuserrulata 10 12 N 0 3 2 self-corrected phototropic lean,asymmetrical crown Lu Lu - Z n , 75 flowering cherry Prunusserrulata 7 10 N 0 2 2 thin,self-corrected phototropic lean,asymmetrical crown 0 Li 0 0_ o76 flowering cherry Prunusserrulata 7 10 N 0 2 2 thin,self-corrected phototropic lean,asymmetrical crown Cr) 0 W w E 77 flowering cherry Prunusserrulata 8 10 N 0 2 2 thin,self-corrected phototropic lean,asymmetrical crownI—I— 0 CC O 78 flowering cherry Prunusserrulata 7 10 N 0 2 2 thin,self-corrected phototropic lean,asymmetrical crown N 79 Alaskan cedar Chamaecyparisnootkaensis 7 8 N 0 3 2 multi-stem:5,3,3 O o a) 80 Alaskan cedar Chamaecyparisnootkaensis 7 8 N 0 3 2 multi-stem:5,4,asymmetrical crown O f D• Q 81 Alaskan cedar Chamaecyparisnootkaensis 11 8 N 0 3 2 multiple tops,asymmetrical crown 0— 0 0 • c 82 dogwood Cornusflorida 9 8 N 0 2 2 narrow crown,self-corrected phototropic lean,thin (n Q Z _I 83 dogwood Cornusflorida 8 8 N 0 2 2 DBH measured at 3', history of branch failure, narrow crown,thin lJJ 84 dogwood Cornusflorida 4 8 N 0 2 1 thin, high crown, large trunk cavity Q ° 85 dogwood Cornusflorida 9 15 N 0 3 2 asymmetrical crown,dead branches,epicormic branches 0 cn 2 86 vine maple Acercircinatum 6 8 N 0 2 2 multi-stem:3,3,2,2,2,2,suppressed, high crown wifYja- 87 hinoki cypress Chamaecyparisobtusa 8 5 N 0 3 2 asymmetrical crown, narrow crown U^ (1) 0 88 hinoki cypress Chamaecyparisobtusa 8 8 N 0 3 2 asymmetrical crown, narrow crown Q 89 vine maple Acercircinatum 2 5 N 0 2 2 multi-stem:2,2,1,1,1,thin D u) CD o 90 hinoki cypress Chamaecyparis obtuse 8 8 N 0 3 2 narrow crown 0 co . 91 hinoki cypress Chamaecyparisobtusa 7 8 N 0 3 2 narrow crown = 0 0 • 0 92 vine maple Acercircinatum 7 8 N O 3 2 multi-stem:4,3,3,2,2,1,one dead leader o I- w = 93 dogwood Cornusflorida 1 10 N 0 3 2 codominant leaders:8,8, high crown U co vine maple Acercircinatum 6 5 N 0 1 0 multi-stem:4,3,3,2,2, multipledead leaders amongst remaining live stems,suppressed,thin SHEET NUMBER O 95 vine maple Acercircinatum 7 8 N 0 1 1 multi-stem:5,3,3,2,dead leaders amongst living stems,suppressed 0 E m z I ri \ o • FO /3 PLANT SCHEDULE r________ mil+ ____ _________ _______ __________________1 n I 0F� 1 SYMBOL QTY BOTANICAL NAME COMMON NAME CONT �; ''' L,,''" I WASHINGTON SQUARE MALL 10 h, 1 ,1-• - _ I EXISTING TREES W p FWW F --, 16, 4,1 —I A . I -J-- 65 EXITING TREE TO REMAIN B&Biil . • 7,, 6 f/,ti .. ct (,) 1 . I gal __ EMt f o I 4, . • • . A 01AIII��III : PLANT SCHEDULE o al I o �' � p° +� - i SYMBOL QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE -' .o O -- ti,,,, �, . 0 u PARK TREES z 1 L I PARKING GARAGE � o I '` I'�!!�!L I :'�.om, +kimi Is �I i -.,-I btI _, CEDRUS ATLANTICA 0 1114+� O 4,!?S?t?44 :5? 44S?4�7• , 4t?�'?4 1i t?4,-� _ :• w O I �� ii�iQ44�t?a44?t?=4� 4eS?d '4T-i_S 64s4�t?;t? t?r��i!i! LJ' • 3 CANOPY AREA=1,963 SF ATLAS CEDAR B&B U o `,� `'�'`' Q ■ ■ 4 1 :: P.: ".. �,.P: I MATURE HEIGHT=40 60' a Z 0 '� \ b. PROPOSED HOS Q .:•- 4 I �� :: 2-STORY I :::. ` `: : .;_. : . ..,, : I PARKING LOT TREE 1 O ULMUS PARVIFOLIA z V ±142000SF O o I -� I �! : ?` I I CANOPY AREA=1,256 SF J } I 19 LACEBARK ELM B&B 1.5"CAL MIN 0 - a • G0, 4 u • ,12L o °o !Ft. ° IO = (n o ., MATURE HEIGHT 40' o ,__k ., ° � ,, •:..,...0jI DECIDUOUS TREES z o 0 _� o I PROPOSED �My ��I �� = I Q _ I U VI-I -I I�I--II-I- 3 .6I VI, ' t? �- —' ® CERCIS SILIQUASTRUM w `� SPORTS FIELD ' I CANOPY AREA=707SF >iii.n o w p 11-1_,, ;/ • 9 JUDAS TREE B&B 1.5"CAL MIN n >_ ,, , co , q 7 ili 1 / L-' > MATURE HEIGHT=20' ,� ±18,400 SF o ,.1_1 CU ' w __. a FAGUS SYLVATICALi 0 ioivp , , I gl? \R\ - t I • 4 CANOPY AREA=1,256 SF EUROPEAN BEECH B&B 1.5"CAL MIN w 1 w (oc_ I a ` UNDER GROUND UTILITY(TYP) MATURE HEIGHT=50' 0 CO Li) 12721 w o / I ..iOn Q O� < E \ TILIA CORDATA I • � O t} / m 3 CANOPY AREA=1,256 SF LITTLELEAF LINDEN B&B 1.5"CAL MIN Q 6] i i Q Iiirr < r: • N D �\ L / / / / / / / / / / / / .,}. U I Q m ^ I MATURE HEIGHT=40' ■ 0 o Q *AL • m �+� it__ . �' I Q O ' > < . ' I SYMBOL QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE ,�_,. O d m §i r' tel 1000000 I e00000• IVO O i 0 o .4. „ . 1\ w - . ,,, �, f ` Iiia �� O i DECIDUOUS SHRUBS (t ��J II CI G� —� /--�\ --11- - Ai\ _ ) / O < ' n . I R I // j 44 CORNUS SERICEA RED TWIG DOGWOOD 2 GAL 5' OC 4�vXS T"!l� _ ,,,ii-ipar O. " ,♦ UNDER GROUND UTILITY(TYP) `finJAS GAS GA_Ft `` GAS rri G '. -- Z • L``1 1126 • 0 .__._ w p ,_ I �' ��• a"Mr VS `./ I OO OO ,_ m E - STORM LINE IS APPROX.30'BELOW FINISH GRADE.SEE CIVIL E E STORM LINE IS APPROX.30'BELOW FINISH GRADE.SEE CIVIL O _ =�� Q \ I EVERGREEN SHRUBS �, \ o ��a EEE�� \\\\\ _ _ _ /� o :�� _ PRELIMINARY O 3 0 E-• E - UNDER GROUND UTILITY(TYP) 0 V J o Q I � 4 .: - _ N I Ci • — E ( ) Q 'ATV 188 BERBERIS NERVOSA CASCADE BARBERRY 2 GAL 4' OC ALAN R:MCWAIN JRU .E 'It - !Q O �+� OOOO O , O OOQ 41111 m fr - Q OREGON ti; { " �� p o g o //U O 01 O o 1 0 0 o O O O O O O O O O o O c O_ > < > /`'� 06i09i2026 �' / -o � 1 1 QQ QQ �. Q QQ J O, O' O (, �� v,� I. 0 O' O O r• ��, .O �? O O 11 — O m > L ■ ) 89 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL 4 OC �/� �II �a.1 �� / \ o 0 0 m v C , l 0 .� I t i o a �pE,.. ARC Z � > �� p, � .� too........,, ,, (� = I SYMBOL QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING,,„ _ -4, \ V� I I 6 _, _, L.L.I s EM ♦ , p _ � ' GROUND COVERS > 0 w = pi! �' I1 253 O f� O O t EM IC LIRIOPE MUSCARI LILYTURF 4"POT 18"OC W N 2 <mil \ ilk' `�`;� • 00 Q ti Q m m N \r °f OSCO �0 < �`��-.( `' GRASS rn o N o }�+� 0 t\ m -1 4 , Q O Z m fi / TURF GRASS = 00 LL, z Y o \ \ O O ,40) I .. . PT LAWN SEED O O U U ( LIMIT OF WORK(TYP) / 0 ' • Y Q (Q Q W / 800.354.3295 U w _ z can - : . : : : LIMITO�RK(TYP) PT 301 WATER SMARTER V, TALL FESCUE BLEND �� ` / '• 5,636 SF MIX INCLUDES: TURF HYDROSEED • 0 �_ __ ___ __�� • _� TURF-TYPE TALL FESCUE- . FESTUCA ARUNDINACEA W X7.._._________.}I=Ik �► / a APPLICATION RATE:7-10 I: I / .• LBS PER 10 CO A 1 ,.. A. • „ o N LE o N _� �� •• Z T 44411 —_ n. R Ln o N • `, J Tait, Q N 77 y\zz7 N - • , i O w E E �• E E I E • w S Q e 11" 0 E W I` iir\,,,.. . 7 m q� Z < - • f . Ali,,,14. ` 0 w ,:,, . E., oCO 0 ,I_ ,,, ifiNk 44 / �� u) a w 0 0 _,D, \ III II 1i-. rok,,,,,_, � 1�Ny 8 0 , \ -"Iii,._}.1. 1„, 0 • • •4# ' Ail ._IQ vJ _A II II ,�� _ y 20 W o _ A. — • O Q L.L 4 18 —_ 19 I W O c �� — SW WASHINGTON SQUARE RD — W a a Nu 4"V ,..,__,i W 9e_ I o �� _ U O_ ID _ E o li GRAPHIC SCALE IN FEET 0 20 40 80 p k U T c, I I I Al U U m NORTH SHEET NUMBER U C7 -6 O SCALE: 1"=40' 5 o I .O 2 `v I 0 all ,ii -5 • fi) s (no 1 ° I / * pi 4 ,_ Q PIA -, 0 • �T 7..„ ... < G o 1 \ 0 I / 0 d I I �o�� E n I ` -= w I �r 0 I q (n rl 4 / 10I //r4 / I0- O O z Li I : I: - I .\ I 0 ..1:11- 4 FO \AK \ ...0-'' :.., j \ '''''''. c; 2,, „1.,, 0. . :. 0 wN i1tit1In0I; . .---- _ 0 rii_ „, 0 1 Q =, 0 I z° _LKEY MAP 0 � 11111- I Q �� `L.t" NOQTH U ON E PARKING GARAGEI �t' z0, w o _. I 0 I t_--,aS,_ I 1� I` ,,, * 1-Lgo wA\INo•41 I o 0 0 PROPOSEDHOS - . .. � 0 0 � z a •. Q L o O 't N 2—STORY I zLLJ 'o ` \` Q § p Ln F, \ * Z ± 142 000 SF I w og 040 k41 0I2C _ � I I PLANT SCHEDULE L1 . 1 cp . �-1111 N EY m O 0 W Q I I J o W gil° 0, SYMBOL QTY BOTANICAL NAME COMMON NAME CONT CAL ■ �� 0 0 I0 PARKING LOT TREE 0 S O n Z -c) A Q . I 1 6 N ' . CANOPY AREA ULMUS =1,256 SF g 4 LACEBARK ELM B&B 1.5"CAL MIN oa o / 0 I MATURE HEIGHT=40' r is 8z/A T�j� I � 0 I DECIDUOUS TREES • LA 1126 • tel CERCIS SILIQUASTRUM Q Q / I 9 CANOPY AREA=707 SF JUDAS TREE B&B 1.5"CAL MIN PRELIMINARY 6• ° I (' 0 ALAN R.MCWAIN JR. oE w I MATURE HEIGHT=20' ,. OREGON - o 06/09/2026 � 0 ° I F �� 0 SYMBOL QTY BOTANICAL NAME COMMON NAME CONT SPACING 's % 0 J V) I 0 i I a DECIDUOUS SHRUBS 6' -6 I ` � �� M C / 7 33 CORNUS SERICEA RED TWIG DOGWOOD 2 GAL 5'OC Q' Q' C/) `mot' I- r` O / I W (NU) 2 o II \ VS .�iQ�. '� EVERGREEN SHRUBS ° N m } ■■ ' ■ 91 BERBERIS NERVOSA CASCADE BARBERRY 2 GAL 4'OC 0 N Q o m o \ = © © Lil W—CrZ Z Y \� / / W I U W CC 2 CD DO '5 lbw .... All' tr,,-At SI ‘CI CD \** _2y - 6 I I Ai 5 .2 ?. •i 7 � �II I PLANT SCHEDULE • o I t � Q W F Z i I \ F SYMBOL QTY BOTANICAL NAME COMMON NAME CONT Q ® ®®®®®® 1 o w //_AlkilL411•In 1 �QQQQQQ I EXISTING TREES• 0 I W IIIII CL D_ -,_ - I \ e I o1 P \` W ____ _ W ______ W _ \ w 65 EXITING TREE TO REMAIN B&B ^ N ° I Zj �- \,mot I■1 I Q , ., ,� GAS 'S GAS G\'\\ A GAS — - GAS — GAS SVO O O '7� , - I _ UNDER GROUND UTILITY(TYP) F, U riok ni. \/ 1 \ STORM LINE IS APPROX.30'BELOW FINISH GRADE.SEE CIVIL Q o I *13 ! O ■ I — E I z 1<- • / .A' -ry -________ _ iv -ry w_____-__p- . ,C\I a; I i, e) 4 IllO; TV TV TV Alp )41 0 0 4 0 ,:, 0 ,, e,.,., ® ® 0 r:.) ,_, tor .40 1 ;( (!):0, o ® i ® ® 0 , 0 0 t -' ® 0 , ,,,- I i I < , iiii. Lo_ 0,, ,, . \ i] 10_ 0 I . Clidt) o Z 1 rn w 0 .E' Z 0 I * AZ z I - a�� EM \I I \ 0IIIlliIIìo Y I CC. OQa 10 LL iki LLt tll f OCfl ,- 1.1.1 il t - I n \ 10, , a I 4:•ik, E: .10 6 Or rx Li) I V ° e( Zinm i D u) 0 O I LIMIT OF WORK(TYP) O LL 2..4 I I GRAPHIC SCALE IN FEET } \ A A >- ° i 3, n (5) / I 00 20 40 'Irk U — ,-- — — — — — — — — — —, — — — — — — — — — — NORTH nn / SHEET NUMBER IO . 0*: ��i�.........----- -----�— SCALE: 1'�=20' L5. 1 m _ � � - - ■■L�LLL ,�1il_G9_... - • ° 1 W FW FW FW FW FW FW FW FW I i_ Q W W W W W W W W `� I ---� ci 1 d ° ° II , 0 . ) - GPIS � CAS GAS' ° a — I ` I I 1 -` " _ ° . . ° . .. . . -� T I- C N _ -1—K--L IT ________________ 1 • - •n ° �s.5i � - I _ �� ° ° 4 I li lll S , , GAS GA _piAL1 mGAS 1 es fiI Nit _ �..r �1 j11 ,,_ ,,„ �� 1 i____ I 11 _ vbL,,i 4,A .''' ■III _z 1 _ -1 Fp �� a voifilatvw11) I � ) 111111111111 = w 1 1 ,BERMIELMEIP_. _r, r illiiiii akg __ fit I 1 ICi I \\ KEY MAP diak ditak. 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I-I-I—I-I-I I—I�I—I- 1 1 1 1 1 1 71C�de�► IIC�OCG- - - - I�31W �� PROPOSED ❑ 1-1-1-1-1-1-I ;iv- I1-1-1-1-1- o ■ 1I1-1-1-1-1-1- DECIDUOUS TREES j TT❑ LE • - - - FAGUS SYLVATICA SPORTS FIELD - - - - 4 CANOPY AREA= 1,256 SF EUROPEAN BEECH B&B 1.5"CAL MIN - - -I-I • I MATURE HEIGHT=50' • LA 1126 - u I ° �7' �'' 1 PRELIMINARY °E IT -fig 400 sF ��1 1 11 8 1 • TILIA CORDATA - - 3 CANOPY AREA= 1,256 SF LITTLELEAF LINDEN B&B 1.5"CAL MIN ALAN R:MCWAIN JR. 3 - el I MATURE HEIGHT=40' OREGON C a I �� 06/09/2026 •C� I .. I I SYMBOL QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE `fC� C%� O �. UNDER GROUND UTILITY(TYP) 1 E A '" 12 1 !-I--1-1 ._;'�\ik • DECIDUOUS SHRUBS J J 00 • ea . I IN 0 r--- Lc) � � � �,•4i n , �� ,� �, 11 CORNUS SERICEA RED TWIG DOGWOOD 2 GAL 5'OC I- • u, { 1 1' m ' EVERGREEN SHRUBS N m } a >_ ■ / ° Q r` Q ec, ,0 m 1 ❑ • U < 4 1 11° ( ■ 1 72 BERBERIS NERVOSA CASCADE BARBERRY 2 GAL 4'OC Q COi z z a - ■ f:i j III �� I L ■ _) 89 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL 4 OC U w _ ° 1 m I I o 0 o I <� L SYMBOL QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING )V 44 w*Ori. I GROUND COVERS xll ■ \ El 1,253 LIRIOPE MUSCARI LILYTURF 4"POT 18"OC 4I I -I-I-I-I-I- Z ❑ 1 m z Q ■ ■ ■ ■ ■ 0 I GRASS/ > < ^ w m Ilk I° TURF GRASS L.L L ■ PT LAWN SEED- o- I: Alllik L' 800.354.3295 W AL I r n PT 301 WATER SMARTER W JV v W W W W W `�' > W W M lug N GAS GAS GAS ��,_ • TALL FESCUE BLEND �LI ( *0 5,636 SF MIX INCLUDES: TURF HYDROSEED o Y AS GAS GAS GAS GAS GAS GAS - Q N I GAS GAS 7( AS / GAS I TURF-TYPE TALL FESCUE- E U SCU U 4, ■ FESTUCA ARUNDINACEA STORM LINE IS APPROX.30'BELOW FINISH GRADE.SEE CIVIL F F A II) F t tI �— C■ - E :�—,� C APPLICATION RATE:7-10 0 N E ■� (� _ 1 LBS PER 10 z �y- T/ 'I'V UNDER GROUND UTILITY(TYP) o > 4 Q I cn Q N - Tv ,,, E _ _ Tv — l U / iy N TV TV I J a000 � aao Qa � oo � g al 1 PLANT SCHEDULE w 0 ® ® ® ooao oIT-g; �. i � Q a � ' o -� a oQ poll a o Q to�/ ' I SYMBOL QTY BOTANICAL NAME COMMON NAME CONT \ I ci_ Z �E tO ` EXISTING TREES U) I ■ � �� ° O u, u) a W 9 E s / Q M 1 65 EXITING TREE TO REMAIN B&B O z N ' 1 ` c 6 ` l7/1J CI -.C. _ I O 0 giiir T v, W444.z..20114 a I � 0 z ZM INN%4rri ! lik 0 0 < 4 er v isieriell: Q m I -- itor , w a- u) . . , ,..-_, 7<i. 0 * r--I iit. ....,+ 1 1 i 4 (-,c) -, t (:::-5/Y-'// r:',1. 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