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Plans (40) PLM2018 -00138 RECEIVED TIGARD HIGH SCHOOL MODERNIZATIONJUN 2 0 2018 o CITY OF TIGARD � § BUILDING DIVISION S °' g co PUBLI FA ILITY IMPR VEMEN C C 0 TS z � m $ PREPARED FOR: g 3 m � U)9 INDEX 0 CITY OF TIGARD, WASHINGTON COUNTY, OREGON COOOTCOVER SHEET IGENENOTES SECTION 14, TOWNSHIP 2 SOUTH, RANGE 1 WEST C10.00.01 EXISTING CONDITION PLAN C1.01 DEMOLITION PLAN WEST C1.02 DEMOLITION PLAN EAST OFFICE COPY SITE PLAN [ 2.00 01 SITE PLAN ENLARGEMENTS C3.00 GRADING PLAN PFI SITE C3.01 GRADING PLAN ENLARGEMENTS C4.00 STORM PLAN WEST PORTLAND C4.01 STORM PLAN EAST �I C4.02 STORM PLAN ENLARGEMENTS z z C4.10 SANITARY AND WATER PLAN WEST Q W .•••.••- _••••; SW DURHAM RD. _ C4.11 SANITARY AND WATER PLAN EAST REVISION Q ~ • __ -----_ _ ___ ____- U UJ f . ••• 10 C4.12 SANITARY AND WATER PLAN ENLARGEMENTS C5.00 SITE DETAILS z �- s o o»t � ` I C5.01 SITE DETAILS Z O m ..Eti_---- - � I I C5.02 SITE DETAILS CITY OF TIGARD W 0 ---- z C5.03 SITE DETAILS Approved............................... J �/ L" C5.11 STORM DETAILS Conditionally Approved.............. [X] i1N RIVE _ , O O ` , 120OCn .I ) See Letter to: Followd................ [ ] C SITE ��'• • • C5.12 STORM DETAILS c SW IDAUIIN R" Q Attached................ w r,NRIER = r �� .. ' uo Address: 1000 S"�•�4r�taM Rd 2 PROJEC IZos = ��t� ', :t - = = - - o C5.14 STORM DETAILS By pLMaolB alt-ao:g O V Lu C5.21 SANITARY DETAILS -0c 13� LO T11 t -=' d L C5.30 WATER DETAILS O - cn - 05.31 WATER DETAILS = J z C6.00 FIRE ACCESS & PROTECTION PLAN U VICINITY MAPRSR-=`+ : '� Q SCALE:NTS -ITT N I ! ; pZ J z L1.00 TREE PRESERVATION & REMOVAL PLAN NORTH U. L1.01 TREE PRESERVATION & REMOVAL PLAN SOUTH CDC� y I i%•0 • ;'-'i L1.02 TREE PRESERVATION & REMOVAL DATA = U f•-- Lu I ' I L3.00 LANDSCAPE PLANTING PLAN NW Of I L3.01 LANDSCAPE PLANTING PLAN SW 0 I L3.02 LANDSCAPE PLANTING PLAN NE & COURTYARD 1200C L3.03 LANDSCAPE PLANT LEGEND 0 0 Q L3.04 LANDSCAPE DETAILS & NOTES CD L4.00 TREE CANOPY SITE PLAN L4.01 TREE CANOPY SITE PARKING LOT PLAN o L4.02 TREE CANOPY DATA { i i L5.00 TREE SOIL VOLUME PLAN L5.01 TREE SOIL VOLUME DATA -------- - ------- --- o y _-, O PROJECT - - - -- LOCATION C7.00 SW DURHAM RD WEST PLAN & PROFILE SW DDR MRD C7.01 SW DURHAM RD EAST PLAN & PROFILE C7.02 SW 92ND AVE PLAN & PROFILE Z SW WAVERLY DR H C7.10 STREET SECTIONS a N w C7.20 STRIPING PLAN N �"AT'"RVEf 3 KEY MAP w C7.30 STREET DETAILS ui SW HA EILRRODK RD N SCALE: 1"=200' Q C7.40 STORM DETAILS I C7.41 STORM DETAILS II a 15 C7.50 WATER DETAILS PROPERTY OWNER APPLICANT C7.60 STRIPING DETAILS I �- _, SW TUA TIN RD ¢ C7.61 STRIPING DETAILS II �`unnmaivea TIGARD-TUALATIN SCHOOL DISTRICT TIGARD-TUALATIN SCHOOL DISTRICT 6960 SW SANDBURG STREET 6960 SW SANDBURG STREET LL_ TIGARD, OREGON 97223 TIGARD, OREGON 97223 J L6.00 STREET TREE PLAN - SW DURHAM RD QED PROFFS PHONE: 503-431-4000 w F S CONTACT: ERNIE BROWN, SUPERINTENDENT = L6.01 STREET TREE PLAN SW 92ND AVE ���' �NGINt LOCATION MAP STREET ADDRESS L6.02 PLANTING LEGEND tal 7862ia�tt Le SCALE: NTS TIGARD HIGH SCHOOL ENGINEER / SURVEYOR L6.03 PLANTING DETAILS & NOTES ature 20158.06.06 9000 SW DURHAM RD, CARDNO Z ✓ ORE(;UN Lu TIGARD, OREGON 97224 6720PORS MALA 9AM2AV�ENUE, SUITE 200 IL.01 STREET LIGHTING PLAN - DETAILS PHONE: 503 419 2500 IL.02 STREET LIGHTING PLAN FAX: 503 419 2600 EXPIRES 12/31/1018 > SITE INFORMATION CONTACT: MATT LEWIS, PE d A LOCATED IN SECTION 14, TOWNSHIP 2 SOUTH, RANGE 1 WEST, ESCO.O ESC COVER SHEET DATE 16/19/2018 o WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, BENCHMARK/BASIS OF BEARING ESCO.1 ESC NOTES r^ VDRAWN I KNY ESC0.2 CONSTRUCTION PHASING PLAN J > ELEVATION DATUM: WASHINGTON COUNTY (NGVD 29) W DESIGNED I KNY a DO SITE TAX LOT: 2S114AA00100 BENCHMARK: #179 - 1-3/8" BRASS DISK ESC1.0 CLEARING, DEMO. & MASS GRADING ESC PLAN NW CHECKED 1 MCL Y a LOCATION: SET IN EAST CURB OF SERENA COURT,47' SOUTH OF U SITE SIZE : 43.5 ACRES THE CENTERLINE OF SW DURHAM ROAD o ESC1.1 CLEARING, DEMO. & MASS GRADING ESC PLAN - SOUTH PROJECT# 121712810 fly = ELEVATION: 199.69' ESC1.2 CLEARING, DEMO. & MASS GRADING ESC PLAN - EAST J a SHEETTITLE ZONING DESIGNATION: LOW DENSITY RESIDENTIAL PLANNING ESC2.0 UTILITY, STREET CONST., GRADING & FINAL STABILIZATION ESC PLAN - NW DISTRICT (R 4.5) BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD COVER SHEET 0 5 MONUMENTS MARKING THE CENTERLINE OF SW DURHAM ROAD ESC2.1 UTILITY, STREET CONST., GRADING & FINAL STABILIZATION ESC PLAN - SOUTH Z) SHEET NUMBER N PROPOSAL: PUBLIC SCHOOL IMPROVEMENTS PER U.S.B.T. 003, PAGE 508, BEING NORTH 89.49'44" EAST. ESC2.2 UTILITY, STREET CONST., GRADING & FINAL STABILIZATION ESC PLAN - EAST W E S-11 ESC3.0 ESC DETAILS F- CO .00 d i LA GENERAL CONSTRUCTION NOTES SANITARY CONSTRUCTION NOTES STORM CONSTRUCTION NOTES WATER SYSTEM STANDARD GENERAL NOTES 1. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN 1. ALL SANITARY SEWER PIPE(EXCEPT SEWER SERVICE LATERALS)SHALL BE PVC PIPE CONFORMING 1. STORM SEWERS CONSTRUCTED OF FLEXIBLE PIPE MATERIALS SHALL BE DEFLECTION-TESTED. 1. ALL WATERLINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT FOR INFORMATION PURPOSES ONLY, THE CONTRACTOR SHALL HAVE ALL UTILITIES TO ASTM SPECIFICATION D3034(SDR 35). GASKETS SHALL BE RUBBER RING TYPE CONFORMING TO THE TEST SHALL BE CONDUCTED BY PULLING AN APPROVED MANDREL THROUGH THE EDITIONS OF THE AMERICAN WATER WORKS ASSOCIATION(AWWA)STANDARDS,OREGON LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH THE THE REQUIREMENTS OF ASTM 477 AND ASTM 3213.PIPES IN AREAS WITH LESS THAN 4'OF COVER COMPLETED PIPELINE.THE DIAMETER OF THE MANDREL SHALL BE 95 PERCENT OF THE NOMINAL ADMINISTRATIVE RULES(OAR),AND THE OREGON PLUMBING SPECIALTY CODE(OPSC). SURVEYOR THE LOCATION,ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED SHALL BE PVC C-900, REINFORCED CONCRETE OR CLASS 52 DUCTILE IRON PIPE. PIPE DIAMETER UNLESS OTHERWISE SPECIFIED BY THE DISTRICT. THE MANDREL SHALL BE A hatwettl STRUCTURE AS MAY BE NECESSARY. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. RIGID, NONADJUSTABLE, ODD-NUMBERING-LEG(9 LEG MINIMUM) MANDREL HAVING AN EFFECTIVE 2. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION AND ARE � 2. ALL SANITARY SEWER SERVICE LATERALS SHALL BE PVC PIPE CONFORMING TO ASTM LENGTH OF NOT LESS THAN ITS NOMINAL DIAMETER.TESTING SHALL BE CONDUCTED AFTER APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY DEPTH AND LOCATION a/ hltect(s+ 2. THE CONTRACTOR SHALL CONTROL TRAFFIC IN CONFORMANCE WITH THE LATEST EDITION SPECIFICATION D3034(SDR-35),UNLESS NOTED OTHERWISE. PLACEMENT OF BASE ROCK FOR PAVEMENT AND AFTER THE LINE HAS BEEN COMPLETELY OF EXISTING UTILITIES PRIOR TO CONSTRUCTION; POTHOLING ALL EXISTING UTILITIES AS OF"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." BALLED AND FLUSHED OUT WITH WATER,COMPACTION TESTS HAVE BEEN COMPLETED AND REQUIRED TO AVOID CONFLICTS WITH THE PROPOSED WATER LINE; AND INFORM THE ENGINEER 3. HYDROSTATIC AND AIR TESTING OF THE SANITARY SEWER SYSTEM SHALL BE CONDUCTED AND ALL ACCEPTED.ALL NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND OF ANY DISCREPENCIES IN THE PLANS. 3. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE WITNESSED BY THE ENGINEER. INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ENGINEER. 3. THE CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION CENTER(811)AT LEAST 48 721 NW 9TH Ave, Suite 350 ACCEPTABLE MANNER. 2. ALL STORM SEWERS SHALL BE VIDEO INSPECTED AND RECORDED PRIOR TO THE ACCEPTANCE HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS,BEFORE BEGINNING EXCAVATION. OREGON LAW Portland, Oregon 97209 4. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION.IT IS THE OF THE SYSTEMS.ALL PIPES SHALL BE THOROUGHLY FLUSHED IMMEDIATELY PRIOR TO THE REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. T (206) 340 9500 F (206) 340 9519 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE(1)SET OF CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES VIDEO INSPECTION, THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. COPIES OF THE APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. RULES ARE AVAILABLE THROUGH THE NOTIFICATION CENTER. IF ADDITIONAL INFORMATION IS CALL FOR LOCATES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE DESIRED,YOU MAY CONTACT THE WATER DEPARTMENT AT 503-615-6700. 5. ALL MATERIAL SUPPLIER(S)SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES TESTED IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL 5. FINISHED RIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARE APPROXIMATE. FINAL FINISHED PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF TIGARD A MINIMUM OF 48 HOURS(TWO BUSINESS CIVIL ENGINEER & LANDSCAPE MATERIAL DELIVERED TO THE JOB SITE MEET OR EXCEED SPECIFICATIONS PRIOR TO RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL L CALL FOR LOCATES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. DAYS)PRIOR TO CONSTRUCTION. WEEKENDS AND HOLIDAYS ARE NOT TO BE COUNTED AS PART OF Cardno DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER BE SET 6" 12"ABOVE FINISH GRADE. NOTIFICATION TIME. 6720 SW Macadam Ave Suite 200, SHALL BE REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST TO TIGARD TUALATIN 4. FINISHED RIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARE APPROXIMATE. FINAL FINISHED Portland, OR 97219 SCHOOL DISTRICT. 6. A MINIMUM OF 18"VERTICAL SEPARATION IS REQUIRED BETWEEN WATER AND SANITARY LINES RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. 5. ALL WATER MAIN LINES SALL BE C900 PIPE UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE T(503)-419-2500 WHEN CROSSING. PARALLEL WATER AND SANITARY SEWER LINES,SHALL BE AT LEAST 10 FEET SPECIFICATIONS. ALL WATERLINES LOCATED UNDER A HARD SURFACE SHALL HAVE A FULL DEPTH 6. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCEMENT OF WORK. APART HORIZONTALLY WHEN THERE IS LESS THAN 18-INCHES OF VERTICAL CLEARANCE BETWEEN 5. A MINIMUM OF 18 INCHES(1.5')VERTICAL SEPARATION IS REQUIRED BETWEEN WATER AND ROCK BACKFILL,COMPACTED TO 95%AASHTO T-99,WITH A MINIMUM COVER OF 36 INCHES. STRUCTURAL ENGINEER THE WATER AND SANITARY SEWER.ALL CONSTRUCTION SHALL MEET DEC,AND STATE WATER SANITARY AND STORM LINES WHEN CROSSING. ALL CONSTRUCTION SHALL MEET DEC,AND Catena Engineers 7. ALL BURIED STRUCTURES(I.E.LEACH LINES,DRAIN TILE,AND PIPES)NOT DESIGNATED TO RESOURCES BOARD REQUIREMENTS FOR SEPARATION. STATE WATER RESOURCES BOARD REQUIREMENTS FOR SEPARATION. 6. ALL WATER SERVICE LINES SHALL HAVE A MINIMUM COVER OVER THE TOP OF PIPE OF 36 INCHES, 1500 NE Irving St., Suite 412 REMAIN ON THE SITE,SHALL BE REMOVED AND THE RESULTING EXCAVATIONS SHALL BE UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. Portland, OR 97232 PROPERLY BACKFILLED AND COMPACTED PRIOR TO ANY GRADING OR FILLING OPERATIONS. 7. ALL SANITARY SYSTEMS SHALL BE THOROUGHLY CLEANED,AIR TESTED,VIDEO INSPECTED, PASS 6. ALL C.S.P.SHALL BE ASTM C-14,CLASS 3.UNLESS OTHERWISE SPECIFIED ON THESE PLANS. T(503)-467-4980 THIS IS TO INCLUDE STUMPS AND ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE. THE REQUIRED COMPACTION TEST(ASHTO T-99),AND A DEFLECTION TEST.ALL REQUIRED TESTING 7. ALL WATER MAIN LINES,SERVICE FITTINGS,AND JOINTS SHALL BE RESTRAINED WITH MECHANICAL SHALL BE PERFORMED BY THE CONTRACTOR. 7. ALTERNATIVE STORM DRAINAGE PIPE MATERIALS MUST HAVE APPROVAL BY THE ENGINEER RESTRAINTS, FIELD LOCK GASKETS,OR APPROVED EQUIVALENT. MECHANICAL ELECTRICAL & 8. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. PRIOR TO USE. PIPES WITH LESS THAN 4'OF COVER AND NOT IN THE SUBGRADE SHALL BE PLUMBING ENGINEER 8. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A.AND IN REINFORCED CONCRETE OR PVC C-9001905,OR CLASS 52 DUCTILE IRON PIPE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER HORIZONTAL AND Glumac 9. EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT LIMITS DISTURBED OR PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. VERTICAL SEPARATION BETWEEN SANITARY SEWER LINES AND WATER LINES AS REQUIRED BY THE 900 SW Fifth Ave., Suite 1600 REMOVED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN-KIND. B. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A.AND IN OREGON HEALTH AUTHORITY, PUBLIC HEALTH DIVISION,OAR 333-061-0050. Portland, OR 97204 9. ALL SANITARY SEWER MANHOLES AND MANHOLE LIDS SHALL CONFORM WITH ASTM C-478 . ALL PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF T(503)-227-5280 10. ALL UNSUITABLE MATERIAL(SOIL&VEGETATION)REMOVED DURING THE CLEARING AND COMPACTION OF NATIVE MATERIAL OVER SANITARY SEWER LINES SHALL BE 95%COMPACTION PER WORKMEN. 9. ON-SITE DOMESTIC WATER SERVICE LINES SHALL BE INSTALLED AS REQUIRED BY OPSC. GRUBBING OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF AASHTO T-99. FOOD SERVICE CONSULTANT OFF-SITE IN A SUITABLE LOCATION. 9. ALL STORM SEWER PIPE SHALL BE GASKETED PIPE . 10. PRIOR TO BEING PLACED IN SERVICE,ALL PUBLIC WATERLINES AND SERVICES SHALL BE LEAK Webb Foodservice Design TESTED, FLUSHED, STERILIZED,AND BACTERIOLOGICALLY TESTED BY THE CONTRACTOR,ALL IN 11. ALL EXCESS MATERIAL(SUITABLE OR UNSUITABLE)NOT UTILIZED ON-SITE SHALL BE 10. WHEN USING NUCLEAR GAUGE,TWO READINGS AT EACH SITE,THE SECOND AT RIGHT ANGLES ACCORDANCE WITH OPSC. A CITY OF TIGARD REPRESENTATIVE MUST BE PRESENT DURING 3700 SE Lafayette Ct. REMOVED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. TO THE FIRST.THE TWO READINGS WILL BE AVERAGED TO OBTAIN TEST DENSITY. PRESSURE TESTING, FLUSHING AND DISINFECTION. Portland, OR 97202 T(503)-236-8566 12. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A. 11. STORM SEWER PIPE SHALL BE THE SIZE AND MATERIALS SHOWN ON THE PLANS. 11. NO CONNECTION TO AN EXISTING PUBLIC WATERLINE SHALL BE MADE WITHOUT AUTHORIZATION BY ACOUSTIC &AV CONSULTANT AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION THE CITY OF TIGARD. OF WORKMEN. 12. CONTRACTOR TO COORDINATE AC PAVING GRADES WITH CATCH BASIN RIM ELEVATIONS TO The Greenbusch Group VERIFY POSITIVE DRAINAGE TO ALL CATCH BASINS.CONTACT ENGINEER WITH ANY 12. NO WATER PUBLIC VALVE SHALL BE OPERATED WITHOUT AUTHORIZATION BY THE CITY OF TIGARD. 1900 W. Nickerson St., Suite 201 13. NO DESIGN MODIFICATIONS NOR FINAL FIELD LOCATION CHANGE SHALL BE PERMITTED IF IT DISCREPANCIES THAT MAY CREATE PONDING. Seattle, WA 98119 WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN ONE FOOT OF A 13, THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL REQUIRED EROSION CONTROL MEASURES. T 206-378-0569 SURVEY MONUMENT. 14. ALL EXISTING ASPHALT CONCRETE(AC)PAVEMENT AND/OR PORTLAND CEMENT CONCRETE(PCC) COST CONSULTANT 14. EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR SHALL BE SAWCUT AS REQUIRED FOR REMOVAL. Construction FOCUS REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140-209.155. 740 Almaden St. 15. ALL DAMAGE CAUSED BY THE CONTRACTOR, INCLUDING LANDSCAPING, SHALL BE RESTORED TO AN Eugene, OR 97402 "AS GOOD OR BETTER"CONDITION AS DETERMINED BY TIGARD TUALATIN SCHOOL DISTRICT. T 541-686-2031 16. WATER MAIN AND SERVICE SHUT-OFFS SHALL BE COORDINATED THROUGH THE CITY OF TIGARD AND TTSD REPRESENTATIVES. REQUIRED NOTIFICATION FOR SHUT-OFF SHALL BE DONE ONLY AFTER ACCEPTANCE OF WATERLINE BY WATER DEPARTMENT. SHUT-OFFS SHALL BE DONE 48 HOURS PRIOR FOR RESIDENTIAL PROPERTIES AND 72 HOURS PRIOR FOR COMMERCIAL OR INDUSTRIAL PROPERTIES,NOT COUNTING WEEKENDS&HOLIDAYS. FAILURE TO PERFORM WORK WITHIN THE STATED TIME WILL REQUIRE RE-NOTIFICATION. 17. TRAFFIC CONTROL IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"(MUTCD)AND COOT"MANUAL ON TRAFFIC PRACTICES HANDBOOK FOR LOCAL ROADS AND STREETS IN OREGON" DURING THE WORK DAY, ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL LANES OF TRAFFIC SHALL BE RESTORED AT THE END OF EACH WORK DAY. ALL TRAFFIC CONTROL PLANS SHALL BE SUBMITTED # TO THE CITY OF TIGARD ENGINEERING DIVISION OR APPLICABLE ROADWAY JURISDICTION FOR APPROVAL. Cardno 18. DURING CONSTRUCTION,THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL HAVE A MINIMUM OF PORTLAND ONE(1)SET OF APPROVED PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 6720SwMACADAM AVE,STE200,POR IMD,OR 97219 TEL:(503)419-2509 FAX(503)419-2690 19. THE CONTRACTOR SHALL VERIFY THE RESTRAINED CONDITION OF EXISTING WATER SYSTEM PIPES AND APPURTENANCES,AND INSTALL THRUST RESTRAINTS AND STRADDLE BLOCKS WHERE REQUIRED OR DIRECTED, PRIOR TO CUTTING AND REMOVAL OF ANY PORTION OF THE EXISTING WATER SYSTEM. ^alt'9Lewis 20180606 % ' EXPIRES:12/31/2018 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 9000 SW DURHAM RD. - TIGARD, OR. 97224 JOB NO: 16992.00 nw ISSUE DATE: JUNE 19, 2018 L.L Jurisdiction Stamp Area 0 MZ cW G D J Q. w GENERAL NOTES w '= C0 .01 - co ae---L--- -- --1 - -L -1- -- -- -- -- -- -- 1- -- -- rn PROPOSED LEGEND ..w .. .... --.�'.-;-. .. - . -- RIGHT-OF-WAY ADJUSTMENT > � -G � G - G - G G - G G - G G - G - G - G G - G - G - G- G •� �� - -PUBLIC UTILITY EASEMENT(PUE) b8ssetti - s -STRIPING F SW DURHAM RD w N (SEE SHEETS C7.00-C7.61 FOR PUBLIC IMPROVEMENTS) CURB LINE anchltects -AC PAVEMENT SURFACE v000000 ovvvvovoovo vvvovvvvo 000v000vv ';•r voov000vv v000aoo a 116 HW ovv oWon. 0 N W W R.O.VI� W * 12.0'fy Gj ' ° ° HEAVY AC PAVEMENT SURFACE 0 W D W W W Ave, Suite 35 DIAG , 721 NW 9TH � . . .. .. • ,... . .. . _ .. . . .. : . :', _ __ �_ CONCRETE PAVEMENT nd, Oregon I.ET' . .. . . LL, .r; _ Portland, 97209 X40.0 HEAVY CONCRETE PAVEMENT T (206) 340 9500 F (206) 340 9519 O 8 .0 ' y 2 23.3'TYP. (DOG) 23.1' 12 i R28.0' ` ' °°°°° LANDSCAPE AREA 7. ' - 2 TYP. 7 � 13.0' I � � ` t' -I r ... '15 ogooao STORMWATER FACILITY ENGINEER & LANDSCAPE R5.0 TYP. R5.0' 4� TYP. 10 TYP. R28.0 CIVIL NORTHING:9776.06 N 37.0' R28.0' R2.7' 9 . •. ADA ACCESS AREA Cardno HAL C TYP. _ 28.0' 2 ?YP' BUILDEXISTEXISTING ® 6720 SW Macadam Ave Suite 200, 0. 14• EASTIN p 1 5 4' 11 P HANDICAPPED PARKING SPACE Portland, OR 97219 _C tl Il �. 1 l 11 1 t58 :'.. 13 . (AUDITORIUM) T(503)-419-2500 : -- ' - _. ' - � " • _ ; '�- ■ ■ ■ -PROPOSED PEDESTRIAN CROSSING G 10409 41 C c 11 TYP. 51 STRUCTURAL ENGINEER C c . . . . - - - - - - - - - - - t�. ''. ' no Catena Engineers C c 7 s TYP 13 3 COVERED CONSTRUCTION NOTES 1500 NE Irving St., Suite 412 C C (COMPACT) LL. SPACES 13 10 COVERED �/ " Portland, OR 97232 C a o 15.5'TYP. 27 T(503)-467-4980 I Q C ;o C SPACES 31,0° INSTALL ASPHALT CONCRETE SURFACE.SEE DETAIL NO. ON SHEET C5.03. 164 14 UNCOVERED I p C ao C (STANDARD) 1 SEE KITCHEN LOADING / 2g 13 SPACES SFJ MECHANICAL ELECTRICAL & C ;ao C / o INSTALL 6"STANDARD EXPOSURE CURB.SEE CITY OF TIGARD DETAIL NO. ON SHEET C 1 C C 12 COVERED ZONE ENLARGEMENT �� 4 ° . c5.00. PLUMBING ENGINEER C ON SHEET C2.01 °g ! �;; COVERED 9010SWF C ° 1 13 SPACES / '�' "i' BIKE RACKS °° - _ _ _ _ _ - - _ _ - - m 3 INSTALL MOUNTABLE CURB.SEE DETAIL NO.1 ON SHEET C5.00. C 400 ooaoao C. / NORTHING:9716.76 sF o '° 32 SPACES lith Ave., Suite 1600 °°°°°° , . s � ( ) Portland, OR 97204 13.5'TYP. 16 UNC D °°°°°° t , EASTING: 10532.46 C o0 ° ❑ T(503)-227-5280 go (COMPACT) 4 PAINT 4"WHITE PARKING LOT STRIPING WITH A MINIMUM OF TWO COATS OF PAINT. ;,°;° / C DIMENSIONS PER PLAN. C C 8.5'TYP .- I . p c ,°o C (STANDARD) ° , / M FOOD SERVICE CONSULTANT vvvvvaavvv vvovv "x 000v000vov vvvov #900 C ;oo C °°°°'°°°°° °°°°° I \ \ � CONFORM TO EXISTING ASPHALT GRADES.INSTALL EXPANSION JOINT AT EDGE OF EXISTING Webb Foodservice Design ° 2 TYP. 6 / lI . C C C 11 p I , v:. ASPHALT. 3700 SE Lafayette Ct. °r R30 \ ❑ Portland, OR 97202 _ R5.0' C °5` C 1 ` 90.00 6 NOT USED. TIGARD \ T(503)-236-8566 C" Q TYP I \\ / SEE COURTYARD , 7❑ CONSTRUCT LIGHT CONCRETE PAVEMENT SECTION PER DETAIL NO. ON SHEET C5.01. I 1 1 1.1 LJ 1 'li M °°^°^ \/� ENLARGEMENT ON HIGH SCHOOL \ ACOUSTIC &AV CONSULTANT I M R5.0' - SHEET C2.01 �8 PAINT NEW ACCESSIBLE PARKING SYMBOL WITH A MINIMUM OF TWO COATS OF PAINT PER The Greenbusch Group - ovvvv \ TYP'[5 TYP. TYP 0 TYP,.� _ I �a °"° 1°° I \ 2 ON SHEET C5.01. INSTALL ADA SIGNAGE PER DETAIL NOS. AND 5 Suite 201 (:. 30'.0' oo°, ON SHEET C5.01. Seattle,WA 98119 S z I I R6 R4.5' _ ;- I \ (CAFETERIA) DETAIL NOS 1 AND T 206-378-0569 34A S ' II '' - - - - - - - - - \ r 1 INSTALL CONCRETE CROSSWALK WITH SCORING PATTERN.SEE IMPACT SLAB DETAIL NO.3 Lu I I _ R4.0' g, \ , , ON SHEET C5.03.PAINT CROSSWALK STRIPE WITH A MINIMUM OF TWO COATS OF PAINT. > 28.0' C C 29.0' R4.0' 9.0' 28.0' EXISTING \ I COST CONSULTANT TYP. C TYP. TYP - - BUILDING \ I _ Construction Focus a QJ. 9.0' �4�TYP. T INSTALL CONCRETE CROSSWALK.SEE IMPACT SLAB DETAIL NO. ON SHEET C5.03.PAINT f-/- (MAIN GYM) \ I ° I 740 Almaden St. 1 \ CROSSWALK STRIPE WITH A MINIMUM OF TWO COATS OF PAINT. v 4 C �� I"--�-� 5 UNCOVERED \ 1 � .`. ._- I •' ' _ Eugene,OR 97402 ED C C ,3 SPACES \ I I T541-686-2031 11 INSTALL NEW ADA RAMP WITH TRUNCATED DOMES.SEE DETAIL NOS.4 AND 5 ON SHEET °o0 15.5' \ • r C5.03. aLU CL A L o 13.5' 13.5' S°° 13.5' 15.5' 15.5' UPPER BUILDING FACE > " TYP. TYP. C a o o C TYP. TYP. 15,5 15'5 TYP. �p �\ , .'.'.'. I 12 INSTALL TRUNCATED DOME DETECTABLE WARNING SURFACE.SEE DETAIL NO.4 ON SHEET 3 ' TYP. TYP. 26.0' / \ I I C5.03. C C ,o C 28.0' 1 \ C o0o C TYP. RUOA \ 1 C 10 TYP INSTALL BICYCLE PARKING PER SEE DETAIL NO 1 ON SHEET C5.03. - C vo° C C R5.0' TYP / / EXISTING - C / / I I BUILDING EXISTING SIDEWALK GRADES.INSTALL EX - 5.5'• 13 w C 7YP: 14 CONFORM TO EXPANSION JOINT AT EDGE OF Lu EXISTING SIDEWALK - \� ° I / 15 CONFORM TO EXISTING CURB GRADES.INSTALL EXPANSION JOINT AT EDGE OF EXISTING Lu LuCn C 2 TYP. C TYP. \ / I ° 6 C C C 11 TYP. • . �• f °' I� \ 1 ° I SIDEWALK. Q DT C ....' r ' f ✓ l \�i i/ 1 ° I 27 INSTALL WELDED WIRE FENCE,8'HT.,3"POST,SEE DETAIL 3,SHEET C5.02 ` � MFR:OMEGA FENCE SYSTEMS V � Ca who )0 C C 8.5'TYP. _ - - - 1 //' j// i '° i 1/ STYLE:OMEGA ARCHITECTURAL 10 I C _ .- C oe 3 COLOR:BLACK PORTLAND C C.- o0 18.5'TYP. 9=SWV ACADA�nAVE.Sresoo.PORnwD.oReme R4.0' SEE SPORTS PLAZA C o g o C I I 28 INSTALL WELDED WIRE SINGLE SWING GATE,8'HT.,4'WIDE,SEE DETAIL 4,SHEET C5.02 '�'X1419 20° FAX(PM)419.2500 o C ENLARGEMENT ON =LL ° C oo° C 3 ST " r .; I , MFR:OMEGA FENCE SYSTEMS C C C SHEET C2.01 STYLE:PANIC HARDWARE OPTION ° C C C R5 0 , \ . `Sl COLOR.BLACKPROFFS ° , I ... v C ° o - - - - - - - - - - - - �/� o C C ° c ANG NfF9 y9 ° .. C C I o a. : ' I I I G 1 786281tt Le C g c 1 I / BIKE PARKING COUNT vo,R3.9Sl CEXISTING BIKE PARKING COVERED - - 32*R5.0' R55.0 O. . - SW MARTHA TOTAL 52 .0, a - - -. . . . - - - ' ' ' ' ' ' ` ' ' �'yy .. 1 •: _ ; i - - <. , , .:. ` EXPIRES:12/31/2018 / UNCOVERED----20** ( L - - - - - - - - - - - - - - - - - - - J PROPOSED BIKE PARKING - ' - COVERED- °°o° --_--65 TIGARD TUALATIN SCHOOL DISTRICT 0 Go ` ' / °° PROPOSED 33 Q R22. ' �., [' / (\C�C'G PRESERVED -_ 32 8.5' .' / \ / sl �� O (. / TOTAL-------- 110�� �� TIGARD HIGH Under breezeway to auditorium SCHOOL On parking island in west parking lot CIO OT 14 1 EXISTING MODERNIZATION AB " BUILDING GP )0 ED 0 - - - - - - - - - - - - - - - - - - - \ (AUTO SHOP) vw 4 TY 4 \ 8 0 9000 SW DURHAM RD. \ G 0 TIGARD, OR. 97224 0 o CC JOB NO: 16992.00 60 \ EIP�\�Gssl *� � T � � � 5 DIJ q W ISSUE DATE: JUNE 19, 2018 - - _ -' R.C.W. Jurisdiction Stamp Area 1 30.0 II - T :A laQ IIS I lyy HAG, SD z R.O. f is I I i..y,� l tl' 5 II 1 m I F � x � �� b - - - 7 : Mo! - -' W SITE PLAN I' 1:=a. . ...a.• may° W " a IT _j 0 J W SCALE: 1"=40' 11-_ C2 .00 _ 40' 20' 0 40' KEY MAP SCALE:1"=400' PROPOSED LEGEND -- -RIGHT-OF-WAY ADJUSTMENT -PUBLIC UTILITY EASEMENT(PUE) bassew NEW COMMONS 5.9' EXISTING -STRIPING ❑ ❑ CLASSROOMS -CURB LINE 8/"G 1teds 1 ° ° -AC PAVEMENT SURFACE a y y ° 5.9' 9:8 -HEAVY AC PAVEMENT SURFACE 721 NW 9TH Ave,:. \� • yyy w 0' -CONCRETE PAVEMENT Portland Oregon 97209350 18 6 • '/ • ' y y y y y w -HEAVY CONCRETE PAVEMENT T (206) 340 9500 F (206) 340 9519 ` /`•• �� -LANDSCAPE AREA -STORMWATERFACILITY CIVIL ENGINEER& LANDSCAPE J.J' . J• y y y y y y y y a :ayyy y y y y ° ® ADA ACCESS AREA 6720 SW Macadam Ave Suite 200, ° ❑ y W y y y Cardno Portland OR y , 19 ° 68.7' -HANDICAPPEDPARKINGSPACE T 03)-419-2500❑ NORTH CLASSROOM WING w yy ° 60 y ° w 23.4' y y y y y y y y 83.3' y y y ❑ ■ ■ ■ -PROPOSED PEDESTRIAN CROSSING y y y y y y y y y STRUCTURAL ENGINEER ° y ❑ - -- --W--W -- -r------ ❑ y y y y y y Catena Engine ers ❑ ❑❑ ❑❑ ❑ KITCHEN = 1 4' Irving1500 NE u it 412 °°❑ ❑ CONSTRUCTION NOTES P lland, OR 7232 ❑❑❑ ❑ ❑❑❑❑❑❑ ❑ T(503)-467-4980 ❑❑❑❑❑❑❑❑ ❑ ❑ ❑ 18 20 y y y y y y y •' �1 INSTALL ASPHALT CONCRETE SURFACE.SEE DETAIL N0.2 ON SHEET C5.03. 00000000000 y a .• ❑ MECHANICAL ELECTRICAL& ❑ ❑ ❑ ❑ ❑ 5 5 °. . 4 0 y y y y y y y y y y y y y j y ° " ❑2 INSTALL 6"STANDARD EXPOSURE CURB.SEE CITY OF TIGARD DETAIL NO.125 ON SHEET PLUMBING ENGINEER y y • 9.3' C.N y y y y y y ' y y y • 1, (, C5.00. Glumac yyy y y y , 19 y y y y y y yyyyl 900 SW Fifth Ave.,Suite 1600 90.00 i y y ^1.2 ,d �7 CONSTRUCT LIGHT CONCRETE PAVEMENT SECTION PER DETAIL NO.6 ON SHEET C5.01. Portland, OR 97204 11 17 ° y T(503)-227-5280 y : ^ ° w y y _ • :, y EXISTING 10 INSTALL CONCRETE CROSSWALK.SEE IMPACT SLAB DETAIL NO.3 ON SHEET C5.03.PAINT y y a 2 ❑ yyy y y 7 v V yyy BUILDING CROSSWALK STRIPE WITH A MINIMUM OF TWO COATS OF PAINT. FOOD SERVICE CONSULTANT y y •' • : 12.0' 1 13❑ - /' o °❑ ° y 50 5 y y y y y y 21 1' y 11 CONSTRUCT ADA RAMP WITH TRUNCATED DOMES.SEE DETAIL NOS.4 AND 5 ON SHEET Webb Foodservice Design ❑❑❑❑❑ 133700 SE Lafayette Ct. '�. Ll❑ 13❑❑ ❑ ❑ yyy y y y y y y y y 000 20.§' 8.0' 59.6' Portland, o02 '��j 12 0 ❑ ❑ ❑ 13 ❑❑El ❑ ❑ y y y y y 14 CONFORM TO EXISTING SIDEWALK GRADES.INSTALL EXPANSION JOINT AT EDGE OF T(503)-236-8566 II ❑ ❑ ❑ ❑ ❑ NEW ATHLETICS ❑ y y y y y w EXISTING SIDEWALK. �� ❑ ❑ ❑ � � ❑ y y y 29,0. y 21'3° .. � y ACOUSTIC &AV CONSULTANT 4fj� 1o.a' OLD GYM ° y y y y y y y y y Z R ` 16 CONSTRUCT SCREENING WALL PER ARCHITECTURAL PLANS.RELOCATE TWO EXISTING The Greenbusch Group p p o ❑ ❑ y y y LIDDED RECYCLING CONTAINERS TO EAST SIDE OF SCREENING WALL. 1900 W. Nickerson St., Suite 201 ❑❑ (PRESERVED) y y y y y Seattle,WA 98119 1D y y y y y y y y y y "6• T 206-378-0569 y y y y y y y y 17 PGE VAULT WITH TRANSFORMER MOUNTED ABOVE PER ELECTRICAL PLANS. 11 y y y y W y W y y y y y y y y30•& y y y y 18 GENERATOR PER ELECTRICAL PLANS. COST CONSULTANT y y y Y y y • 19 y y y y y y y .• 13.T � RELOCATE EXISTING TRASH COMPACTOR. ConstructionFOCUS 740 Almade St. 1 y y y y y y `d•. Eugene, OR 97402 y y y y y 504 /��� 20 INSTALL REMOVABLE BOLLARDS.SEE DETAIL NO.1 ON SHEET C5.03. T 541-686-2031 .50.41 LOADING ZONE ENLARGEMENT ' .4 Via. yyyy ` w'• ,: ��r ,a z1 NorusED. 22 PLACE PRESERVED"KAUTZKY PLAZA"MONUMENT BOULDER IN LANDSCAPED AREA.ORIENT SCALE: 1"=20' \. ' SO BOTH PLAQUES ARE VISIBLE FROM STAIRS. �� 'a 23 INSTALL CHAIN LINK FENCE AND GATES.SEE DETAIL NO.2 ON SHEET C5.03. 200' 10' 0 20 •. \ .. . / 4 24 7 PROTECT EXISTING MEMORIAL STAIRS IN PLACE DURING CONSTRUCTION. O 25 PROTECT EXISTING SCOREBOARD FOOTINGS IN PLACE DURING CONSTRUCTION. NEW ART ROOMS 26 INSTALL SEGMENTED KEYSTONE RETAINING WALL AROUND EXISTING VAULT AS NEEDED BASED ON GRADING BETWEEN NEW FIRE LANE AND FENCE AT FIELD. ca:7�111` cc7rwh0 E , PORTLAND 6710 SW MACADAM AVE,STE 200,POFT AND,OR 97219 TEL:M1419-2570 FAX(503(419-2200 WN1v.tlN90.tbT COURTYARD ENLARGEMENT ,y,Ep PROF fS 4,00S6 SCALE: 1"=20' ��� �NGINEE9 Cl 78628RGatt ,. \ 20' 10' 0 20' 1 )REG02018 06.13 S' cure 2 7'0 y . .•' y y w� s 'O ° . ., ", y y y0 • �] 24 ' y '. • , . y y y y `� NEW ryqN' o9. 'L° 13.3' a . . . 60 y y y y yyy y y y y y y , BUILDING HfW C R .0' y y y y y y y y y y y y w P2 y y a y y y y y /1 .' , W y y y y y y y y y y y y y y y W y • W y y20 y w EXPIRES:12/31/2018 7 y y y y y y y y y w y y y y .\ TIGARD TUALATIN SCHOOL DISTRICT y y y y y y y y y y y y y • • y y y y y y y y y y y y y y y y y y y y W y y y �\ y y y y y y y J' y y y y y y y y y y 25 y y y W TIGARD HIGH Q • y y .L y y y W � •, y y y y y y - - - - 'I y y O y y y y `� yy W y yyy yyyyy yyyy yyyyyyyy y y y . SCHOOL y y y y y y W y y y y y y MODERNIZATION •, y W y y y y y w y y y y y y y W y ; '.e "1 1. 14 y y y W y y W y y y y V y W y W y y y W y y • y y W y y y y ` ,• • y y W y y 1 y\�\ " , • y y y y y y W y� y y y y y y y 23 END y y y yyy y yyy y 9000 SW DURHAM RD. ' IXISI'ING y y y y IIC y y y TIGARD, R. 97224 BLOCK WALL 16992.00 TURF FIELD yyyyyyyy y yyy JOB NO: y W ISSUE DATE: JUNE 19, 2018 Y y W y y y y • y f1 y y y y W TIIII� � Jurisdiction Stamp Area ay y y y y y y y FOOTBALL FIELD y y y y y W y y y y -- - r1Ll z • y W y .. 1 1 q • 1 a 1 � i Y , L �+ START 23 it o"f, te W SITE PLAN I a «.«.• , aOr F= ENLARGEMENTS _ to — J SPORTS PLAZA ENLARGEMENT SCALE: 1'=2V _ ° __e•e e e ••__ •° III1 LIJ 20' 10' 0 20' C2 .01 KEY MAP U) SCALE:1"=400' PROPOSEDLEGEND STRIPING --. . S. CURB LINE � G v G G G G G G G G G G G G G G G G -LIGHT DUTY AC PAVEMENT SURFACE bassetti I w F SW DURHAM RD HEAVY ASPHALT PAVEMENT SURFACE amilitects - - - - - - - - - - - •.� O (SEE SHEETS C7.00-C7.61 FOR PUBLIC IMPROVEMENTS) ° ° °oo oo�0000 CONCRETE PAVEMENT SD p X13;.4 ,... W ADA ACCESS AREA N W W W W +W..•. W W W W :•1�'F.. •+ N J -, .. � � , ' � �� ��� • ,. � 721 NW 9TH Ave, Suite to 35 0HANDICAPPED PARKING SPACE W Portland, Oregon 97209 p * a HANDICAPPED PARKING SIGN T (206) 340 9500 F (206) 340 9519 29' @ 0 50°a 1 4 ® •. Z STORM DRAIN LINE 64 4 a 0.50% . C @ .1�lF 4LF 2 ` , •`...'; �D STORM FLOW CONTROL MANHOLE o� IE'189 09' 0.50% V - 0.50 :, ;� ENGINEER & LANDSCAPE IE:190.84' ' ' ` ' IE:189.13' @ IE:189.02 CATCH BASIN CIVIL E IE:189.42' ...'., .y4 °. �:;. Cardno v IE:1:0.84 2 , C 90 84, I 1.00% EXI W Macadam Ave Suite 200, IE.189.81 :190. 1 _ `' Portland, OR 97219 IE:1 w� 1a BUI) G + f 2 .•' - A STORM SEWER CONSTRUCTION NOTES ( U ' (503)-419-2500 i:' D I1 T STRUCTURAL ENGINEER C �p- � . .', 7 • , +' ( ,• INSTALL 12"HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON I 1 C SHEET 0511 Catena Engineers 6 7 C C C 6 1500 NE Irving St., Suite 412 O C C 2 8.78LF 2 INSTALL 8°HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON Portland,OR 97232 6 3 °� IE'191.58' ° +• 4 C C ## 6 6. @ 1.00% SHEETC5.11. _ O 6 ` " T(503}467 4980 32.74LF 1,: . . I • C n4 CSS•' ELECTRICAL' J O INSTALL 15 HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON MECHANICAL EL CAL & _ 6 C IE:190:51' ' " /I o: ';°,. ► `r. ' t' SHEETC5.11. PLUMBING ENGINEER Glumac ` @ 0.60% ° - - - - - - - - - - - - yf; ;i d� O CONSTRUCT FLOW-THROUGH STORMWATER PLANTER WITH 2'FREEBOARD,18' 900 SW Fifth Ave.,Suite 1600 B C C _. Portland, OR 97204 STORAGE DEPTH,AND 18'GROWING MEDIUM OVER 12"OF DRAIN ROCK WITH C C og C 39.87E 2 • GEOTEXTILE FABRIC AND 4"PERFORATED DRAIN PIPE.SEE CWS DETAILS 401,402, T(503}227-5280 ° 0.50% oe oe I SEE LOADING ZONE C =o C @. 1¢' °° ---- r I ENLARGEMENT ON < + 405,407,AND 794 ON SHEET 15.13 AND CWS DETAIL 798 ON SHEET C5.14.BASE • oa vvvvv vv vv vvv - - ;. C ° C 121�R °° ° °' WIDTH AND BASE AREA PER PLAN. FOOD SERVICE CONSULTANT p C o€ _ : 2 °°°°°°°°..00. SHEET 04.02 i { c ;og c @ 0.50 °°°°°°°°°°°°°°°° Webb Foodservice Design �0 CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING STORM g 4 C C DRAIN UNE PRIOR TO ANY CONSTRUCTION ACTIVITIES.CONNECT EXISTING 3700 SE Lafayette Ct. M ° C _ \ STORM LINE TO PROPOSED SYSTEM. Portland, OR 97202 C g sD6D�R 7 _. ' TIGARD T(503}236$566 C 19.93LF e I 6 PROVIDE 6'HDPE STORM SEWER STUB S FROM BUILDING FACE.PIPE BEDDING @0.50% , �Q HIGH SCHOOL / \\ O AND BACKFILL PER CITY OFTIGARD DETAIL 180ONSHEET C5.11.SEE ACOUSTIC &AV CONSULTANT r •- - 0.500 2 °°°°3°°�°° I ARCHITECTURAL PLANS FOR CONNECTION TO BUILDING. Th G b h G xy • 1 '. �- r 2 e reen use roup 0.50% IE190.16' ° e000°°°°°° I 1900 W. Nickerson St., Suite 201 7 INSTALL TRAPPED CATCH BASIN PER DETAIL 1 ON SHEET C5.11. g O Seattle,WA 98119 0.509 r I T 206-378-0569 IE:188.50'` - _ - - - - - - - J O CONNECT TO EXISTING STORM DRAIN MANHOLE.SEE CWS DETAIL 030 ON SHEET L Z. IE:189.92' 37.00LF( EXISTING 29.xoLF A: OST CONSULTANT > C 38.470 @ 0.50% 2 +' BUILDING 2 @ 1.00% Construction Focus O CONNECT TO EXISTING STORM DRAIN LINE WITH INSERTA TEE ADAPTER. C @ 0.50% 2 I (MAIN GYM) < .^ CONTRACTOR TO VERIFY INVERT ELEVATION OF EXISTING STORM LINE PRIOR TO 740 Almaden St. v 4 C 105.15LF C SDCB-8 7 7 SDC y 6 s j 6 ANY CONSTRUCTION ACTIVITIES.SEE CWS DETAIL 530 ON SHEET C5.12. Eugene, OR 97402 . . C o _ t` 4 7541-686 2031 W = C @ 0.50/v 19.35LF O.r�% 2 i IE:19O.03' f 10 PROVIDE 40 HDPE STORM DRAIN STUB FOR FOUNDATION SUBDRAINS.SEE CWS 4 • x g€ @ 0.50/o UPPER BUILDING FACE 2 o DETAIL 520 ON SHEET 05.12.SEE ARCHITECTURAL PLANS FOR CONNECTION. o C 4 °g C e1E:189.7T 2 !*•'• _ _'_ 3 - C C Io€o C 7 SDCB-9 0.50%- INSTALL 8'x11'CONTECH PEAK DIVERSION VAULT WITH 10 ZPG FILTER ° C 0 50% 2 IE:190.0T i \ CARTRIDGES.SEE DETAIL ON SHEET 05.12. 1 9 _ 8 EXSDMH-101 @ IE:192.50' G ° 10 6 IE.190.50' EXISTING WITH ONE CARTRIDGE.CONTRACTOR TO - -- • 6 c� IE:188.97 - 01' ' 10 BUILDING O • 6 • EXI 14 INSTALL STORMFILTER CATCH BASIN w y ' IE:190. ' - . ..:: •: I VERIFY ADEQUATE DEPTH OF EXISTING LATERAL.SEE DETAILS 1,2,AND 3 ON SHEET 05.14. _ z w , IE:189.17' / 67.90LF 2 2 @12.00% - -- - x / o/ w C 161 C ?94 2 / @ 1.00 0 15 CONNECT NEW STORM LINE TO EXISTING CATCH BASIN. 75LF ° \ C @ 0.50% 1 @ 0.50% • IE:188.66' � 2 F i > 16 INSTALL 8'X 11'CONTECH PEAK DIVERSION VAULT WITH 14 ZPG FILTER # C E:189.10 IE:184.00' ' O C 4 C C IE'189.29'.'. " 10 ;.` IE:181.29' CARTRIDGES.SEE DETAIL ON SHEET 05.12. a C C ° a C ' ::: /, /j / 6 W.78LF 19 SEE PUBLIC IMPROVEMENT PLANS. V J Ca/'C�no - - - - ° ° PORTLAND + _ Z' i°La - - - , 1 ®0.50% 24.76LF _ 6 32.27LF -- t=-LL•.•1••'• 2 @1.00% I 8710 SW MACADAM AVE.STE 200,PORTLAND,OR 97219 B C 06LF - SEE MAINTENANCE/FIRE 2.27 IE:179.60 TEL:M)419-2500 FAX:(50:1)419-2800 ° .1. C I 2 F 1 @ 1 @ 050% 10 IE:191.50 LANE ENLARGEMENT ON @ 9 .�trooae o C C C 10.50% SHEET C4.02 C to C I 10 IE:184.00' 6 -AMA C c 7 -_ L - - - - - - - - - - - - - - - - - - - - - - 2 31.2eer @o.ao°i° 3 �5s %Le oC 7 I @ 1.00% � Ic Bo c 1 7 sR 7 a C C :..,...a: i e ` 8 2018.06.06 �; IE: 179.40 C �a, : I s 2 1x. .50% St nature 1 a 3s III ° ° I I 5.51LP @ OREGON ' 4lle!!F`•' 7 18� 2 IE:184.00' 2 x.99LRa 7i ✓91 09,Z��� �5 D .., _ - - - - - - - - 7 "- - .O.'. .`, I 1 .19LF• 10 @0.50% q - - - - - - - - HEW C SW MARTHA @ 1.00% 2 L4011.1E 180.34 �I I 4 6 I EXPIRES:12/31/2018 " 7 -: • _ 2 @ 0.93% . TIGARD TUALATIN SCHOOL DISTRICT BLOCK 1 - ' . .•:':' I + .L+ TURF FIELD WALL i '©• _ A „ ` i //i +:` @ .. (-`i�1�' °•�% TIGARD HIGH - - - - - - - - - w 4� ,. - � 33` :.•• *• 0 o .,I • �. \ // I F 2vJ�J\aO\� IE: 1 78.9 8 SEE 92ND SOUTH FOOTBALL FIELD 5IE: 179.00 l I SCHOOL CG %ENTRANCE ENLARGEMENT ON @ 0. SDFV-3 16; SHEET 14.02 MODERNIZATION SEE STADIUM BLEACHERS CONCRETE EXISTING \5� 1 N ' ENLARGEMENT ON SHEET WALL SDGd-1 I BUILDING pOJ�r1 @0.50% 9 04.02 I (AUTO SHOP) GP o - - - ... r - - - - - � - - - - - - - 1 �lFr I J @0.50% 2 g o ` T Imo' I E: 179.22 - \ I %0 0 1 1 j TIGARD, OR. 97224 I I ARTIFICIAL BASEBALL FIELD � �« I O\�G - @ 0.50% 2g,75LF � 9000 SW DURHAM RD. W GgJGPG01 n @ 0.50% 3 0 W JOB NO: 16992.00 LLI ISSUE DATE: JUNE 19, 2018 0- Jurisdiction Stam Area 86.35LF \ IE: 179.36 W P 1' @ 0.50% >1 Z /fS I - 5 169 9LF _ 1 I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - @0.50% ' � m I SEE SHEET C4.02 FOR ENLARGEMENT CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA CATCH BASIN DATA MANHOLE DATA FILTER VAULT DATA IE: 180.21 SDCI;-a SDCB-5 $(, +&d SDCB-13 9DC6-17 EX SDMH-101 EDFV-3 / � RIM: 190.91 RIM: 191.45 RIM: 192.62 RIM: 192.78 RIM: 187.14 RIM: 194.17 RIM: 183.22 ,o ° vJ STORM PLAN IE OUT(8"NW)=188.31 IE OUT(8'N)=189.28 IE OUT(81W)=189.07 IE OUT(8-SE)=190.15 IE OUT(8"E)=184.08 IE IN(10"N)= 189.65 IE IN(15"N)=178.95 UNDERGROUND ACCO RACY STATEMENT - :: ,,, .,.%a`e W IE OUT(12"S)= 187.55 IE OUT(15"S)=177.15 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY RIM:1 1 soca-e SDCB-6. RD : 194. SDCB 18 INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEESJON6 • WEST RIM: 191.07 RIM: 192.40 RIM:196.00 RIM: 194.34 RIM: 187.30 EX SDMH-103 THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE 9 IE OUT(8"W)=188.56 IE OUT(8"E)=190.07 IE OUT(10"S)=190.85 IE OUT(8"SW)=191.11 IE OUT(8'S)= 183.53 RIM: 178.94 AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT J IE IN(15"N)=177.00 WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION 3DC8-3 SM-7 SDCB-11' SDCB-10 IE IN(8"E)=178.15 RIM: 191.22 RIM: 192.00 RIM: 193.92 RIM: 192.61 IE OUT(15"S)=177.00 INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS , POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND �°°°° °_ _°•° ° IE OUT(8-M=188.52 IE OUT(8"S)=189.80 IE OUT(8"S)=190.02 IE OUT(8"N)=189.07 APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SCALE: 1" 40' W 9008 4 SpCB18 RIM: 1SWO3. � 1� SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY C4.00 1 RIM: T(8-N RIM: T(8-E RIM: 193.08 RIM: T(8'N IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW,AND CONSTRUCTION OF MANHOLES. 40' 20' 0 40' IE OUT(8°N)=189.21 IE OUT(8"E)=189.96 IE OUT(8-SE)=190.12 IE OUT(8"NW)=188.75 THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY MAP SCALE:1"=400' iIT a SSD. I o - - - - - - - - - - - - - - - - - PROPOSED LEGEND b8sSew U I N SW DURHAM RD m -STRIPING 411th e s W a a 0 (SD) CURB LINE W .. . .,: - tea..,, W moe mows ' �"' • ' -LIGHT DUTY AC PAVEMENT SURFACE U) . .. "m"` d +wwr maix .mow.main nwu momx wain mau F W (3) X X X °TRF��_ -HEAVYASPHALTPAVEMENTSURFACE 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 Z _ __ T mau T -� _- CONCRETE PAVEMENT T (206) 340 9500 F (206) 340 9519 J .w-. BUMP BUMP _ � —„i--•a— ® -ADA ACCESS AREA H– I 13 I x -HANDICAPPED PARKING SPACE < ° / CIVIL ENGINEER & LANDSCAPE STING I °” -HANDICAPPED PARKING SIGN Cardno IILDING 6720 SW Macadam Ave Suite 200, -STORM DRAIN LINE Portland, OR 97219 ITORIUM) I 1 u (C) T(503}419-2500 (SWIM I O - STORM FLOW CONTROL MANHOLE CENTER) 12"CONCRETE I ® -CATCH BASIN STRUCTURAL ENGINEER WALL a;,,F Catena Engineers 1500 NE Irving St.,Suite 412 Portland, OR° o I 3)-467-4gg032 Q STORM SEWER CONSTRUCTION NOTES T(0 vJ BIKE RACK I O MECHANICAL ELECTRICAL & J�Q - 1 INSTALL 12"HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON PLUMBING ENGINEER COVERED o I x SHEET C5.11. Glumac IKE RACKS BUMP mexrt `: 6"CONCRETE O CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING STORM 900 SW Fifth Ave., Suite 1600 132 SPACES) I # " WALL I DRAIN LINE PRIOR TO ANY CONSTRUCTION ACTIVITIES.CONNECT EXISTING Portland, OR 97204 Lu T(503)-227-5280 > STORM LINE TO PROPOSED SYSTEM. 3 I FOOD SERVICE CONSULTANT 2O CONNECT TO EXISTING STORM DRAIN MANHOLE.SEE CWS DETAIL 030 ON SHEET C5.10. Webb Foodservice Design ppF7]fl x 15 CONNECT NEW STORM LINE TO EXISTING CATCH BASIN. 3700 SE Lafayette Ct. Portland, OR 97202 IrVi11��}' 17 INSTALL 8'X 11'CONTECH PEAK DIVERSION VAULT WITH 14 ZPG FILTER T(503)-236-8566 (n I TM I I CARTRIDGES.SEE DETAIL ON SHEET C5.12. I TENNIS COURT PLANS 0 ACOUSTIC &AV CONSULTANT ,. I UNDER SEPARATE PERMIT The Greenbusch Group 1900 W. Nickerson St.,Suite 201 Seattle,WA 98119 (CAFETERIA) I 1 @ 0.50%I r11 — — — — — — — — — — — — — — — — — — — — — — x T 206-378-0569 5 I COST CONSULTANT LCATCH BASIN DATA FILTER VAULT DATA Construction Focus :r.•'. I S I I I 740 Almaden St. SDCB-23 ;. 9F 8008-22- E EDFV-2 Eugene, OR 97402 0.50% 1 a 1 Ev:Sti1M� ( I I 0 RIM:181.46 RIM: 177.77 T 541.686-2031 w w IE OUT(8"N)=180.75 IE IN(12-M=174.80 :�•-..fiJ1�. 0.50% 1 J I I IE OUT(12"E)=172.01 � 3C6BR6 IE:181.22' i I 1 8 S.O &ZI RIM:184.68 ` (W) IE:181.19' SOCB-22 IE IN(8"S)=181.23 IE:181.81' C13"5 1 0 I I MANHOLE DATA _ 0 WGU4 �y f ` I I R11 r- 82.65 EX SDMH-105 -- IE OUT(8"N)=181.94 RIM: 176.67 I IE IN(121M=171.03 �4 1 I 0 I SDCB-25 i5 IE IN(4"N)=171.03 IE:182.15' woert ma. Q • c� f94°4ECF ' RIM:183.23 IE IN(10"SW)=171.25 15:81 of 1 0 o O Z x 1 @ 0.88% I IE OUT(12-SE)= 182.18 IE IN(10"E)=171.03 @0.50/0 0 ow wI EX 3L1MF1-t0S 8 0 ` Q7�11 cm T./n0 0 a 76.18LF PORTLAND `F ' 1 I e/msvrwTLra o.ot9r11e0 g E9TEL:(5031419.2500 FAX(5031419-4800 X fAI0 Q 1.29% I I wwx.o rWn.om � Isk,M _ 01`10 A _ � L _ _ _ _ _ _ __ _ _ _ _ _ — — _ _ _ �NGINf Q (E) D F sf�O,G G - D i 7862x1 tt I y E) 6'CHAIN SDFV-2 LINK FENCE 17 SZ tore 20 30 1 7100 OREG�t / G EXISTING =� �f9/qN' 09 �' gl I\S�p G BUILDING Wm TNfW C .�� \ � EXPIRES:12/31/2016 i TIGARD TUALATIN SCHOOL DISTRICT Q GF' ASPHALT TIGARD HIGH t� PSQ0� SCHOOL I MODERNIZATION o \ I © a F_W J 9000 SW DURHAM RD. I cc� TIGARD,OR. 97224 _ C JOB NO: 16992.00 W _ ��L Nbuno _ I _1 W � � � � � � � � � �� w ISSUE DATE: JUNE 19, 2018 L1J n I _ L.f_ Jurisdiction Stamp Area �, 1 SD SD M - .,� +V, HHRH V aMi V♦ 1 QAW S e UNDERGROUND ACCURACY STATEMENT - �;; ,.. :: 4: w STORM PLAN THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY e °� f- EAST INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES 9 THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE J AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS , POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND ` .... •.. APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO SCALE: 1"=40' W POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND ^� •O ✓ SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IV IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. 40' 20' 0 40' THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY MAP SCALE:1"=400' a _ LI LI yq u LI Ll • ♦ W W W y V ❑ ❑ d❑ ❑ ❑000 rlE:191.41' W W W 6 e❑❑ d❑ ❑ a 6 6 W ❑ ❑ dt ❑ ' a • W W W W hassew W W _ ❑ ❑ q❑ ❑ W W W W W • . : ,� W W W a PROPOSED LEGEND W ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ W W W W W 1' Q '.O . W W W W W 6 -STRIPING 8/vNacts 00 0000000,000ODO ' WW W ❑ ❑ ❑ ❑ ❑ �, nnnnr� ❑ ❑ ❑ W W . . ^'e . _ W W W W W .� -CURB LINE 0000 IE:190.39' ❑ ❑ ❑ W 1 W 0 0 0 0 0 ❑ ❑ 0 0 (5 a / W W W W W v LIGHT DUTY AC PAVEMENT SURFACE W W W \ W 2 13.82L F WWW L W W\\ -HEAVY ASPHALT PAVEMENT SURFACE 721 NW 9TH Ave, Suite 350 W 09(' jLF @ 0.50% W W W W W W W`\ Portland, Oregon 97209 I , 4 ° W 2 J@ O.W% @249% 249% 1 " W ` -CONCRETE PAVEMENT T (206) 340 9500 F (206) 340 9519 ♦ W W W W W W W W - -ADA ACCESS AREA ��y� • . ' \ DW tiro W W 43 W �Ey' ♦ W WWW W , .. @ 0� a 2.. Sg ❑ ❑y❑ ° WW W WWWWW WWW W W W \. WWW\ \W\ v • Oa HANDICAPPED PARKING SPACE CIVIL E NGINE ER & LANDS CA PE _ ❑❑ ❑ ❑ 130 W W W -HANDICAPPED PARKING SIGN Cardno O� 9800 6 6720 SW Macadam Ave Suite 200, STORM DRAIN LINE Portland, OR 97219 4 6 T(503)-419-2500 IE:190 49' 000 00 IE:182.92' STORM FLOW CONTROL MANHOLE 0 ❑ if ❑ v 0 6 CATCH BASIN STRUCTURAL ENGINEER 3 �00 4 Catena Engineers .507b 9le0° ❑ ❑ W W W W LP1500 NE Irving St., Suite 412 �/y� IE:184.50' Portland, OR 97232 o 6 W /YJ 10 STORM SEWER CONSTRUCTION NOTES T(503)-467-4980 W W IE:190.41' - MECHANICAL ELECTRICAL & n �'� V \ 8 / 1 INSTALL 12"HDPE STORM LINE. PIPE BEDDING AND BACKFILL PER DETAIL 180 ON • W - W - - 56.29LF / O PLUMBING ENGINEER �T-' @0.80% 2 // SHEET C5.11. GIUmaC IE:181. LOADING ZONE ENLARGEMENT IE:181so W 181 / I W 42' 1 // O2 INSTALL 8"HDPE STORM LINE.PIPE BEDDING AND BACKFILL PER DETAIL 180 ON 900 SW Fifth Ave., Suite 1600 1T� W WWW / SHEET C5.11. Portland, OR 97204 - / SCALE: 1"=20' � � 1.05 0 1 W W / � � � / T(503)-227-5280 W W W W SS / 4 CONSTRUCT FLOW-THROUGH STORMWATER PLANTER WITH 2"FREEBOARD, 18" sDC8-2-0 O FOOD SERVICE CONSULTANT 20' 10' 0 20' W W "� 7 / STORAGE DEPTH,AND 18"GROWING MEDIUM OVER 12"OF DRAIN ROCK WITH // GEOTEXTILE FABRIC AND 4"PERFORATED DRAINPIPE,SEE CWS DETAILS 401,402, Webb Foodservice Design W W F 405,407,AND 794 ON SHEET C5.13 AND CWS DETAIL 798 ON SHEET C5.14.BASE 3700 SE Lafayette Ct. @ 0.69% 1 y WIDTH AND BASE AREA PER PLAN. PortlanT(503)x, O 8566 02 SDCB-21 15 1-/is L,.y O PROVIDE 6"HDPE STORM SEWER STUB F FROM BUILDING FACE. PIPE BEDDING vd `z IE:181.20' AND BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5.11.SEE ACOUSTIC &AV CONSULTANT 14 217.96LF ARCHITECTURAL PLANS FOR CONNECTION TO BUILDING. The GreenbuSCtl Group �� @ 0.33% 1900 W. Nickerson St., Suite 201 @ 0.50% 1 \ O INSTALL TRAPPED CATCH BASIN PER DETAIL 1 ON SHEET C5.11. Seattle, WA 98119 _ T 206-378-0569 10 PROVIDE 4"HDPE STORM DRAIN STUB FOR FOUNDATION SUBDRAINS.SEE CWS IE:181.14' 37.77LF 2 @ 0o .58/o DETAIL 520 ON SHEET 05.12.SEE ARCHITECTURAL PLANS FOR CONNECTION. COST CONSULTANT O 42.09LF @ 0.50% 1 12 INSTALL 8'x11'CONTECH PEAK DIVERSION VAULT WITH 17 ZPG FILTER 740 A madelOStFOCUS o CARTRIDGES.SEE DETAIL ON SHEET C5.12. ARTIFICIAL TURF IE:180.s3' ' `' Eugene, OR 97402 T 541-686-2031 BASEBALL FIELD O 13 INSTALL NEW PUBLIC 48"STANDARD STORM MANHOLE OVER EXISTING STORM PIPE AT POINT OF CONNECTION IN 92ND AVE.SEE PUBLIC IMPROVEMENT PLAN (W) O ,�. EB ON SHEET C7.00. O ` , 14 INSTALL STORMFILTER CATCH BASIN WITH ONE CARTRIDGE.CONTRACTOR TO VERIFY ADEQUATE DEPTH OF EXISTING LATERAL.SEE DETAILS 1,2,AND 3 ON 1 57.72LF 1 SHEET C5.14. - _ 96L50, \ 14 15 CONNECT NEW STORM LINE TO EXISTING CATCH BASIN. - - i � O ® \ { \ 16 INSTALL VAULT IN FIRST SUMMER FOR USE AS A SEDIMENT SUMP AND MAINTAIN - -- - - DURING CONSTRUCTION.CLEAN PRIOR TO INSTALLATION OF STORM WATER FILTERS. Q _ MANHOLE DATA CATCH BASIN DATA G I I RMH 2 �j SDMH-1 SDCB-19 86.35L°F 1 �•a��•/h0 RIM: 192.64 RIM: 187.04 @ 0.50% / M + IE IN(12"E)= 185.64 IE OUT(8"NE)= 182.05 --- PORTLAND IE IN(10"N)= 187.64 11, If/i 6720 SW MACADAM AVE,STE 200,PO macro,OR 9n19 IE IN(12"N)= 185.64 SDCB-20 / TEL(503)4 7 9-2500 FAx(sDa)as-zsoo ❑ I IE OUT(12"S)=185.64 RIM: 185.90 SDMH-2 IEOUT(8"SW)= 181.20 S� MAINTENANCE/FIRE LANE ENLARGEMENT eal RIM: 191.87 SDCB-21 IE IN(12"NE)=188.03 RIM: 185.20 SCALE: 1"=20'IE OUT(12"W)=187.83 IE OUT(8"SW)= 181.15 att L 2018.06.06 20' 10' 0 20' toppe 55: - '00' OREG1 m FILTER VAULT DATA 14 o I SDFV-1 RIM: 192.00 I W - u u EXPIRES:12/31/2018 IEIN(12"E)=187.75 ❑�❑ UNDERGROUND ACCURACY STATEMENT E OUT(12'W= 185.95 WWW C ., 0 6 0 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY TIGARD TUALATIN SCHOOL DISTRICT opo INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES TIGARD HIGH THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE 0 F 0 AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT ❑ . . W00 G' 0013 13 @ 0 So% 1 WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION SCHOOL 0 C r 130 0 INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS ° a ❑ POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND w v 0 W W C 1313❑ IE:188.42 APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO MODERNIZATION 0 ° h° POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND V W W C C 0 D❑ SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY 0 C 0 13 0.13LF 1 IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. NW W v C 0 0 0.50% zr W THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. C W C ° ° IE:188.32' W i W V C 0I10 1- 9000 SW DURHAM RD. U) W C _ 011 @ 050 1 TIGARD, OR. 97224 0 0 IE:188.28' } I I W W C 0 0 JOB NO: 16992.00 I I W ❑ ❑ W w ISSUE DATE: JUNE 19, 2018 W W W W W 19.67LF 2 W W@ U•50% 1 - Jurisdiction Stamp Area I " @0.50% rr�� ' G IE:188.22' HHNI V „ I - SDFV-1` 12 16 @0.51% 1 Im n W I I 13ZE a 1!7A EL SW MILLEN DR 14 I I W 17.98LF 3W @0.50°'° 2 STORM PLAN e b LLj 4- .any .._�'• t W 4 WWW ` YrWic � c� W W W @ 0.47% _ ENLARGEMENTS - I I 0000 �761� ", STADIUM BLEACHERS ENLARGEMENT 92ND AVE SOUTH ENTRANCE ENLARGEMENT -�' W SCALE: V=20' SCALE: V=20' C/) 4 . 0 20' 10' 0 20' 20' 10' 0 20' KEY MAP SCALE: 1"=400' PROPOSEDLEGEND STRIPING -CURB LINE G ` c G I , -LIGHT DUTY AC PAVEMENT SURFACE DURHAM RD 2 — _ 2 _ _ _ _ _ _ hlfflftt: ' � -HEAVY ASPHALT PAVEMENT SURFACE J. s CONCRETE PAVEMENT V, 9,. : .ov....... SO J D t-:) ADA ACCESS AREA w w w w , ':.... : sw.:; w w w w ' yo ii:I f 1a1f Q!� c C1 HANDICAPPED PARKING SPACE Ave,721 NW 9TH $ O �'--- W rtland, Oregon 9720935 -HANDICAPPED PARKING SIGN T 206 340 9500 F 20 1 W C ) 6) 340 95 9 It — a – - - -- -- — -- -- --- -- -- - - z ! I T ' SS SANITARY SEWER LINE O -SANITARY MANHOLE x - U o ~ DOMESTIC WATER CIVIL ENGINEER& LANDSCAPE . _- _: _ ,. :.... - �: - � .:�•.' I WA E LINE N n J µ 6720 SW Macadam Ave Suite 200, E> FW— FIRE WATER LINE Cardno ' -GATE VALVE m B ' Portland, OR 97219 r� _ 4-1f ( 19-2500 . - AU FIRE DEPARTMENT CONNECTION T 503 4 STRUCTURAL FIRE HYDRANT ENGINEER X Catena EngineersG p -REDUCER 1500 NE Irving St., Suite 412 Portland, OR r I SANITARY SEWER CONSTRUCTION NOTES T(503)-467-498032 �F MECHANICAL ELECTRICAL& }' C ±: 9 '•;: J I O INSTALL 6" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL PLUMBING ENGINEER r. C o ' •�: �/ ,'°;;� ' n . : PER CITY OF TIGARD DETAIL 180 ON SHEET C5.21. Glurnac C •o O CONTRACTOR TO VERIFY BOTTOM ELEVATION OF EXISTING 00 W Fifth Ave., Suite 1600 I 71 C • A Portland, OR 97204 w ° TUNNEL AND INSTALL SANITARY SEWER LINE UNDER TUNNEL. C o 00 00 ' I SEE LOADING ZONE �' . o r: I T(503)-227-5280 f– ENLARGEMENT ON FOOD SERVICE CONSULTANT Z C �oo oa 000.v.v...... �' r' N o .. .°......v.v.. - �'� � Q C SHEET C4.12 ' 3700 SE oo etre is y c o� .....vvvv....v.a .- I \ , . .�,�. • `� I Webb Foodservice Design C . o WATER SYSTEM CONSTRUCTION NOTES y \ Portland, OR 97202 ' I T(503)-236-8566 � � � + . . � TIGARD HIGH SCHOOL BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5 3o CONSULTANT E,., o '•- O1 INSTALL 8" C900 FIRE WATER LINE PIPE BEDDING AND ACOUSTIC &AV OINSTALL 6" C900 FIRE WATER LINE. PIPE BEDDING AND The Greenbusch Group BACKFILL PER CITY OF TIGARD DETAIL 180 ON SHEET C5.30. 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 .. ., AND T 206-378 0569 S INSTALL 6" DOMESTIC WATER SERVICE LINE. PIPE BEDDING A L - - - - — - - - - - - - —� BACKFILL CITY OF TIGARD PER DETAIL 180 ON SHEET C5.30. r " EXISTING COST CONSULTANT BUILDING ° \ O PROTECT EXISTING HYDRANT IN PLACE DURING CONSTRUCTION. Construction FOCUS (MAIN GYM) . 740 Almaden St. Q C C _- Eugene, OR 402 I - O INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542 ON SHEET C5.30. T541-686-2031 13 INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL 1 ON j C au C - _✓_ -� _ -_ - - UPPER BUILDING FACE ' u �_.•� 3 2 \ SHEET C5.30. C ood C 16 INSTALL TEE AND VALVE FOR PHASE 2 WATER SERVICE TO _ a \ ° AUXILIARY GYM. CUT, CAP AND ABANDON IN PHASE 3. ° EXISTING — ° i � . .•::'• - t. L -'+ : � - - -- - • . . i - - _ BUILDING � Carwi o C . K PORTLAND • t"i. u % -- - I 6I20S1N ANp,1WA AVE.57E 200.PORTIAN[),(N297278 •• <'. c" u y •' TEL(PM1419-2= FAX:(M31419-MM 7 C SEE CEIFIRE C LANE ENLARG MENT ON �/ S� `PED PROfFS —� SHEET C4.12 - - - - - - - - - - C a°o I a - - - - - - - , \l\ AI 78621WIttL 2018.06.13 lure GR1:2 0' « , r E�6 1 4 - - ,. 9H 0 200 >. � IIS . ' ._ :.= .•- - - `:-:-: - -__ - - _ --- - - _ � � �9�jHfW C .�"E�\ I IT = - - T. _ - �'11 F ,y - -LL.,. J , . I ✓ EXPIRES:12/31/2018 TIGARD TUALATIN SCHOOL DISTRICT ° O BLOCK ' 0 TURF FIELD WALL TIGARD HIGH FOOTBALL FIELD • - I \y�\� ' SCHOOL SEE 92ND VE SOUTH ss I F GJ\p 0 0 .�„ DRINKING o ° :�. ENTRANC EMENTON Fb6p rAiN °; SHEET C4. 2 I / MODERNIZATION Ilk+ CONCRETE ( EXISTING ,F\5 J +• WALL BUILDING pO \� 0 (AUTO SHOP) Cal GP L` W J – _ IUJ 0 W 000 SW DURHAM RD. ARTIFICIAL TURF i G } W TIGARD,OR. 97224 BASEBALL FIELD \ I 0 J W JOB NO: 16992.00 ISSUE DATE: JUNE 19,2018 Jurisdiction Stamp Area �S W44 Z E - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 13 < ° , �• J / 0 M UNDERGROUND ACCURACY STATEMENT — ep„ ""• " "�° w w_ SANITARY & THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY a o° INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES 9 �_ WATER PLAN THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE —' WEST AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION ° INDICATED,ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND ...° °°°°°•° `° APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO SCALE: 1"=40' W POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND C4 . 1 � . O SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IV IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. 40' 20' 0 40' THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY MAP SCALE:1"=400' PROPOSEDLEGEND SD. -STRIPING -CURB LINE -LIGHT DUTY AC PAVEMENT SURFACE h8sSew A I SW DURHAM RD T ,.. -HEAVY ASPHALT PAVEMENT SURFACE O M� h J�Ats a a (SD) -CONCRETE PAVEMENT Y f/ U ..., UJ LU . - �� ® •ADA ACCESS AREA (3) X X x TRF�� P t HANDICAPPED PARKING SPACE 721 NW 9TH Ave, Suite 350 F— g w'"` d .v,•,mvu ,viwl ma•x .axv aau mac avu F 2 • cn •„ . x \ Portland, Oregon 97209 LLLIU T T —_ X �� HANDICAPPED PARKING SIGN T (206) 340 9500 F (206) 340 9519 BUMP Z .o•. 11 —•.—o•- SS -SANITARY SEWER LINE ILL J 13 I x e` O SANITARY MANHOLE QSTING W -DOMESTIC WATER LINE CIVIL ENGINEER & LANDSCAPE iLDING I " z FW-- FIRE WATER LINE Cardno 6720 SW Macadam Ave Suite 200, ITORIUM) I (0) _ 4) GATE VALVE Portland, OR 97219 -FIRE DEPARTMENT CONNECTION T 503 41 (SWIM I V ( )- 9-2500 ' WALL CENTER) x -FIRE HYDRANT STRUCTURAL ENGINEER I I I 12'CONCRETE I s Y Catena Engineers 3 © 1 p -REDUCER 1500 NE Irving St.,Suite 412 1 T(503)-467-4980 � Portland, OR 32 � WATER SYSTEM CONSTRUCTION NOTES BIKE RACK I �Q MECHANICAL ELECTRICAL & 0J I I 1 11 INSTALL 6" DOUBLE CHECK VALVE ASSEMBLY AT BACK OF PLUMBING ENGINEER COVERED IKE RACKS BrMP I x RIGHT-OF-WAY IN EXISTING EASEMENT. SEE CITY OF TIGARD Glumac �^ aeot 8"CONCRETE �"'� DETAIL 532 ON SHEET C5.30. �32 SPACES) — WALL 900 SW Fifth Ave., Suite 1600 �0�. ;. I Portland, OR 97204 T(503)-227-5280 FOOD SERVICE ' ti Webb Foodservice Design 177MI x 3700 SE Lafayette Ct. Portland, OR 97202 1 T(503)-236-8566 �s N1 ACOUSTIC &AV CONSULTANT I .wu TENNIS COURT PLANS UNDER SEPARATE PERMIT I he WrNNickerson bc StG`suie 201 ' x Seattle,WA T 206-378-0569 19 (CAFETERIA) — — — — � — — — — — — — — — — — — — — — — — — tt i I COST CONSULTANT r ss I I Construction Focus U I 740 Almaden St. N I n J I 1 Eugene,OR 97402 T 541086-203131 a (W) ° ice-/} I i 0 (F) I pp I 0 Q I I o CD o � x I O y Q w I 0 Carldno 0 /'•'�. I \� I 9MSW� AD AVE,STE Rp,PORTLAND.OR 9n19 / ('�,✓} `c � x I i TEL(50.71419-25M FAK(5031419-29W 0 0 _ (E) n fit• — ���Dl� � � � � � � �r"� � � � � � � � � � � � � � � ® ��`� �NG%L, E) � 6'CHAIN a qJ 18 LINK FENCE 2018.06.13 lure EXISTING N9 j p��G BUILDING R5 �qN os, `S 015, �� 9�jHf IXPIRES:12/31/2016 TIGARD TUALATIN SCHOOL DISTRICT ASPHALT TIGARD HIGH SCHOOL CD - 0 MODERNIZATION LU ° W F_ 9000 SW DURHAM RD. LU i C TIGARD,OR. 97224 LU 2 Z J JOB NO: 16992.00 U Lb� � - - - - - - - - - - � w ISSUE DATE: JUNE 19, 2018 Jurisdiction Stamp Area SD SD WWW CL UNDERGROUND ACCURACY STATEMENT u,J SANITARY & THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY WATER PLAN INFORMATION AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES 9 0 THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE J EAST AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION ° INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO SCALE: 1"=40' POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH ANDC4. 11 w w SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY — IV4 • 1 1 IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. 40' 20' 0 40' THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. KEY MAP SCALE:1'=400' PROPOSEDLEGEND -STRIPING -CURB LINE LIGHT DUTY AC PAVEMENT SURFACE01111011 b8sSew u u u u u10 13 1313 13 13 13 - ❑ 0 0 13 13 ❑ ` n• HEAVY ASPHALT PAVEMENT SURFACE 6 j w • wWW WWW WWW ww V w° W ° W° W w° w°• °w - °w ts El 0 313 ----8—rY--/ //ec 3 3 CONCRETE PAVEMENT ❑ oo00 O O 01313011133 3 � -� ❑ o ❑ oo ❑ 3 3 o O 0010000000000000 n -ADA ACCESS AREA 3 3 ° ❑ ❑ ❑ oo 00000 ❑ °❑C 3 ❑ °a3-ao❑a�o°e° HANDICAPPED PARKING SPACE 721 NW 9TH Ave S u-it e35 0 000° 11] ° 6 Portland, Oregon 97209 ❑ ❑ HANDICAPPED PARKING SIGN T (206) 340 9500 F (206) 34 -0 951— 9 ss SANITARY SEWER LINE 1g O SANITARY MANHOLE: G 4. W •• a14 w 3 • W W W W W CIVIL ENGINEER & LANDSCAPE DOMESTIC WATER LINE G w 4 j Flv i FW -FIRE WATER LINE Car no 6720 SW MacadamAve Suite 200, n / pC, w . b !� -GATE VALVE Portland, OR 97219 A w W w a W _ —1 1; 5 ❑ T(503)-419-2500 t — w I F P _- 'r'1 '/ FIRE DEPARTMENT CONNECTION I r • x-. ..a a ' ° °� ❑ X`DG ❑ ❑,sem❑ ❑ y� FIRE HYDRANT STRUCTURAL ENGINEER I I n _ 2Ilk y�o Catena EngineersG .a , . . I LL > 1 ° � ❑ ❑ ❑ ❑ ❑ D REDUCER 1500 NE Irving St., Suite 412 ❑ ❑ o Portland, OR 97232 4 W 1 • 2 V ❑ ❑ n ❑ T 503 -467-4980 - 3W W W • . 7 0° t °° o° SANITARY SEWER CONSTRUCTION NOTES ( ) w W W a4 ® 4 ��. ❑ ° ° MECHANICAL ELECTRICAL &O PLUMBING ENGINEER a ' W .� a ( i' o TIGARD DETAIL 180 ON SHEET C5.21. GIUmaC W W LL 900 SW Fifth Ave., Suite 1600 w W I U • , \ A W // O TIGARD DETAIL S80 ON SHEETANITARYEC5'2 E BEDDING AND BACKFILL PER CITY OF n Portland, OR 97204 T (503)-227-5280 92ND AVE SOUTH ENTRANCE ENLARGEMENT LOADING ZONE ENLARGEMENT O INSTALL 3" PVC SANITARY LINE. PIPE BEDDING AND BACKFILL PER CITY OF FOOD SERVICE CONSULTANT TIGARD DETAIL 180 ON SHEET C5.21. Webb Foodservice Design SCALE: 1"=20' SCALE: 1"=20' O CONNECT TO EXISTING SANITARY SEWER WITH INSERT TEE ADAPTER PER 3700 SE Lafayette Ct. CWS DETAIL 530 ON SHEET C5.21. CONTRACTOR TO VERIFY LOCATION AND Portland, OR 97202 INVERT ELEVATION PRIOR TO ANY CONSTRUCTION ACTIVITIES. T(503)-236-8566 20' 10' 0 20' 20' 10' 0 20' OINSTALL OLDCASTLE 5106-SA, 1500 GALLON GREASE INTERCEPTOR WITH 4" ACOUSTIC &AV CONSULTANT INLET AND OUTLET GRAVITY CONNECTIONS. REFER TO PLUMBING PLANS The Greenbusch Group FOR CONTINUATION. 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 OSTUB AND CAP FOR FUTURE SANITARY SEWER POINT OF CONNECTION AT T 206-378-0569 BUILDING. SEE CWS DETAIL 520 ON SHEET C5.21. REFER TO PLUMBING PLAN FOR CONTINUATION. COST CONSULTANT w w WATER SYSTEM CONSTRUCTION NOTES Construction Focus740 Almaden St. w Eugene, OR 97402 INSTALL 8" C900 FIRE WATER LINE, PIPE BEDDING AND BACKFILL PER CITY T 541-686-2031 OF TIGARD DETAIL 180 ON SHEET C5.30. w w y w w y O2 INSTALL 6" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER DETAIL 180 ON SHEET C5.30. W w o 2 1 O INSTALL 4" C900 FIRE WATER LINE. PIPE BEDDING AND BACKFILL PER - W � DETAIL 180 ON SHEET C5.30. - W W O4 INSTALL 6" DOMESTIC WATER SERVICE LINE. PIPE BEDDING AND BACKFILL ` PER DETAIL 180 ON SHEET C5.30. OPROVIDE 6" DOMESTIC WATER SERVICE STUB 5' FROM BUILDING. REFER TO Q PLUMBING PLANS FOR CONTINUATION. STUB AND CAP FOR FUTURE DOMESTIC& FIRE WATER POINTS OF J Ca�/n0 CONNECTION AT BUILDING. REFER TO PLUMBING PLAN FOR CONTINUATION. W W W W W 1 PORTLAND W W W W O7 UPON WATER LINE CONNECTION, CONTRACTOR TO REQUEST 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 �'. TEL:(5W1419-2500 FAX(5031419-2WO W w W W W W INSPECTION FROM CITY PLUMBING INSPECTOR, DEPUTY FIRE ,w.w.rsNp mm W W W W W W W W W W W W W W \\ MARSHALL, AND PROJECT ENGINEER. OFFICIALS TO REVIEW 6 T CONNECTION AND COMPLIANCE OF EXISTING DOUBLE CHECK TO WW w y sn � 3 O NFPA STANDARDS. CONTRACTOR TO DOCUMENT INSPECTION AND PROVIDE REPORT TO ENGINEER. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542 ON SHEET C5.3 0. D0178� %Lw SI UYe RE 59 2018 13 W W W W W W W ss / i 10 NOT USED. 9 o W W W W W W W W 6 W W W W W W W W W W W W W w 6 i 11 INSTALL 6" DOUBLE CHECK VALVE ASSEMBLY. SEE CITY OF TIGARD DETAIL W W W W W W W s i 532 ON SHEET C5.30. EXPIRES. 12/31/2018 12 INSTALL FIRE HYDRANT ASSEMBLY PRESERVED DURING DEMOLITION PER TIGARD TUALATIN SCHOOL DISTRICT DETAIL 542 ON SHEET C5.30 VERIFY COMPLIANCE OF EXISTING HYDRANT ASSEMBLY WITH TUALATIN VALLEY FIRE & RESCUE. FIRE HYDRANT TO BE TIGARD HIGH 1 PAINTED RED.13 SCHOOL INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL 1 ON SHEET C5.30. SC H 00 L 2 4 <8> INSTALL 3" WATER ER. CONNECT TO EXISTING WATER MAIN. SEE MODERNIZATION DETAIL 523 ON SHEET " 15 INSTALL 2.5" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY. SEE DETAIL 531 ON SHEET C5.30. ARTIFICIAL TURF - 3 ~ 90T00SWDURHAMRD. . 97224 BASEBALL FIELD JOB NO: 16992.00 Uj ISSUE DATE: JUNE 19, 2018 o --- Jurisdiction Stamp Area • z • � — J� 1 �6 Im ( • D UNDERGROUND ACCURACY STATEMENT I__ 0�; J THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR EXISTING DRAWINGS, THE SURVEYOR MAKES NO GUARANTEES ° W SANITARY & THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE I _ ..•o•' S ; AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT �_ WATER PLAN WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION 9 ; INDICATED, ALTHOUGH WE CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS MAINTENANCE/FIRE LANE ENLARGEMENT -' ENLARGEMENTS POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS CARDNO SCALE: 1"=20' POLICY TO NOT SEND FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY ••"" -°... .. IN ACCURACY DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLES. 20' 10' 0 20' W THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITY LINES. L ^ A KEY MAP U) (v' 1 - SCALE: 1'=400' 2 CURB JOINT 4" bassew SEE STD 12" HEAVY CONCRETE architects DETAIL NO. 146SECTION 5 t MIN. SEE NUIE 5 ROW 3l4"R HEAVY ASPHALT SECTION a Q " = 1/4"R 1" 1:as�oPE 721 NW 9TH Ave, Suite 350 T � EDGE 8°i° 4" Portland, Oregon 97209 3/4" R g" ROAD I a a _ a T (206) 340 9500 F (206) 340 9519 2" CF 3/4"-0" BASEROCK S„ Q a 3/4"R Q a COMPACTED SUEGRADE 6 ==r ,� DRAINAGE BLOCKOUT Q 4 O O� - - A 3" I.D. SCHEDLLE 40 0 0 _•-z DWV (ABS OR PVC) 314"R CIVIL ENGINEER & LANDSCAPE �- PIPE W/COUPLINGO O 14" O O Cardno SIDEWALK ADJACENT TO CURB 060 , o o A A 6720 SW Macadam Ave Suite 200, c u O o Portland, OR 97219 o D o 0 o 4tA T(503)-419-2500 PLANTERS 5' MIN. ROW Oo0O a G1 Q Q Q Q STRIP , STRUCTURAL ENGINEER �-2% 6" Q O 00 O O O O rs 500Catena NE Irving Engine St.eSuite 412 ,.y.. . :. ...r1:: 0 QO e L •:: . -,.. ., �,.-.,.- Portland, OR 97232 ROAD O O O O o O OO o o O O�C T(503)-467-4980 =. .. � - MECHANICAL ELECTRICAL & 2" PLUMBING ENGINEER BASEROCK E 3/4"-0" AGGREGATE BASE COURSE Glumac COMPACTED SUBGRADE �+ COMPACTED SUBGRADE PER TYP. SECTION 900 SW Fifth Ave., Suite 1600 NOTES. Portland, OR 97204 SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: i T(503)-227-5280 tl2ML A. IU BL PROVIDED: FOOD SERVICE CONSULTANT 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. Webb Foodservice Design 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 2) AT EACH COLD JOINT. MOUNTABLE CURB AND GUTTER 3700 SE Lafayette Ct. 3) AT EACH SIDE DF INLET STRUCTURES. Portland, OR 97202 3. EXPANSION JOINTS & CONTRACTION ,,DINTS SHALL BE 1/2" PREMOLDED ASPHALT 1 SCAL 4) AT EACH END OF DRIVEWAYS. E: NOTTOSCALE T (503)-236-8566 IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM 5UBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET- ACOUSTIC &AV CONSULTANT PLACED AT SIDES OF DRIVEWAY APPROACHES, UTIUTY VAULTS, WHEELCHAIR RAMPS AND AT The Greenbusch Group SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL P WITH A MINUMUM THICKNESS OF 1/2-AND SHALL COVER ENTIRE CROSS 1900 W. Nickerson St., Suite 201 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURE, SECTION OF CONCRETE. Seattle, WA 98119 THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. T206-378-0569 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE "` WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA.URB IS USED S. IKAVEKSE CUN IKAU I IUN JUIN 15 IU BE 5PAUEU NUI MORE IHAN 15 FEE I ANAK I COST CONSULTANT OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWA_K SHALL HAVE Construction Focus A MINIMUM THICKNESS 0= 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. FE 740 Almaden St. Eugene, OR 97402 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW --URBS SHALL BE PLACED A MIN. OF 2 FEET T541-686-2031 SCHEDULE �O DWV (ABS OR PVC) PIPE AT 276 SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STU DETAIL NO. 126 OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 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 Ct'I'YOFTTGARn APPRIM RM NO SCALE crmOF77CARD APMOM n NO SCALE - - _- ' OREGON MICHAEL A. s"oNE, P.E. CONCRETE owc. No. ` ENGaa�,G DIY78ON wcNAEL A. STONE, P.E. STANDARD DWG" NO. ENGINEERING DrVISPART ON ■ POeucwO»DareR•Ia�rt �'�� ■ PDBucwo�DffiARrAmxr �°1� _ _- am e.a.d 1 BLVD. SIDEWALK1 2 O Ens 0.w.aeu BLVA r,. wm OREGON"M JANUARY W13 . TIGARD,ORROON97272 JANUARY W13 CURB 1 ( 7266~72 VOIce,M cwn-n 25 PAR: 0"04-r" APPRIPM DAN PAR: (103)Wip-M APMW ML DAN 7'MOUNT GALVANIZED HEIGHT STEEL POST Cardno i DRAINAGE BLOCKOUT PORTLAND ' I 3" I.D. SCHEDULE 40 6720 SN MACADAM AVE,STE 200,POMAND,OR 97219 DWV (ABS OR PVC) EXISTING DRIVEWAY - TEL:(50314i9-2600 FAX(503)619-2600 II PIPE W/COUPLING MATCH DTH & GRADE 1" BATTER W""� ��" WI ROAD 1 6" 1" R 18"CONCRETE BASE ^igitaLewis R UNE 12"0�i . I._i" SEE NOTE 3 { i T ' 12" 6 L IIJ rE NOTES: 6" , a A 1/2" SEE NOTE 4E60190 • 14 ,. MAX.A 5' MIN 2 SIDEWALK 1. SIGN TO BE PER CURRENT OFC D103.6 SPECIFICATIONS. to 1 2. SIGN BACKS SHALL BE PAINTED BLACK. BASE COURSE• • e 3. SIGN POST SHALL BE POWDER COATED BLACK. �qTj� 09 24" SEE 4. SIGN POSTS SHALL BE BREAKAWAY. HEW C COMPACTED SUBGRADE LANDSCAPE SEE NOTE 2 NOTE 3 LANDSCAFE EXPIRES:12/31/2018 STRIP STRIP 2 NO PARKING FIRE LANE SIGN TIGARD TUALATIN SCHOOL DISTRICT A SCALE: NOT TO SCALE T I GAR D HIGH 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 3 30' MAX 3, SCHOOL 2. EXPANSION JOINTS: 10' MIN MODERNIZATION A. TO BE PROVIDED: � 1) AT EACH POINT OF TANGENCY OF THE CURB. RAM �ypyf 2) AT EACH COLD JOINT. PROJECTED TOP 8 4) AT EACH END OF DRIVEWAYS. OF CURB _ ORAS NOpgR 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" k7N� 2� MP.X - F/RF�9 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. _ '4 ' NF 9000 SW DURHAM RD. O TIGARD, OR. 97224 B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NDN EXTRUDING, STREET __. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. - Ilr y'qy ..•.. . ; .�! ,. .' . �- • . . I I� �1 T �s=�s y JOB NO: 16992.00 3. CONTRACTION JOINTS: oO p� �o o III=11� ' p4' OpA/�jr7N LLI ISSUE DATE: JUNE 19, 2018 A. SPACING TO BE NOT MORE THAN 15 FEET. Opo ° ° if�lf=rl TI_I�L= 11- '' ril' 1' SEE NOTE NO 4 G F�R�c (� Jurisdiction Stamp Area o " poo _,,, ,�� � � T In III�II-II' �N B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. - F rrrtrt 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO 2" OF AGGREGATE V SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. SECTION A-A (3/4"-0") COMPACTED NOTE: z PAINT CURBING BRIGHT RED AND STENCIL WITH 1" m 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: WIDE BY 6" HIGH LETTERS "NO PARKING FIRE NOTES: LANE" IN WHITE WHERE SHOWN ON PLAN. THE A. 3" I.D. PIPE WITH COUPLING. LETTERING INTERVAL SPACING MUST BE B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. APPROVED BY THE TUALATIN VALLY FIRE SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FU_L DEPTH OF CURB. DEPARTMENT. J C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMLM OF 2.0' 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3 FIRE LANE PAINTED CURB DETAIL (L AND A MAXIMUM OF 3.0' FROM PROPERTY LIMES. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMDREGNATED SCALE: NOTTOSCALE W SITE DETAILS 1 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. W BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. DEFORMED #3 REBAR AT 12" EACH WA)r. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. (FOR COMMERCIAL DIRVEWAYS ONLY) CrrYOFTTGARD O�m NO SCALE CrIYOPITGARD MT's"•• NO SCALE OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. ■ mvmmmmvGDIYDLLON Q7,1per, DMC+- NO. ENGDiEERINGDIVISION a,,, , COMMERCIAL DWG. NO. ■ PUBLIC 7D®DDIPARThEEM CURB GUTTER PUBLIC VOW DEYAMIENI MW S.R.HAIJ.BLVD. s-• •n&ao,0w&wN"w JANUARY W13 'n rw.HAi1�� ,. VOIcar'"a.,rn 1 26 •nI N*� FEBRUARY 2018 1 43 Uj PAL Q"04.."W WRIPM MAN D PAXVOI0 ) iM11n FAL �,,�,�, APP�K�,E � C5. 00 A D b8sSew architects RESER VED G 721 NW 9TH Ave, Suite 350 H Portland, Oregon 97209 PARKINGG T (206) 340 9500 F (206) 340 9519 K CIVIL ENGINEER & LANDSCAPE Cardno B 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 F H STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 RESERVED Portland, OR 97232 PARKING ALUMINUM SIGN PLATE, 60 T(503)-467-4980 ® BAKED ENAMEL. SEE DETAIL ON THIS SHEET MECHANICAL ELECTRICAL & SIGN R7-8 FOR DIMENSIONS. SIDEWALK PLUMBING ENGINEER J L Glumac C 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 SIGN R7-8P T(503)-227-5280 VAN TYPICAL A.D.A. PARKING ACCESSIBLE FOOD SERVICE CONSULTANT ALUMINUM SIGN WHERE SHOWN C SIGN TO T. MOUNTED ON SEE DETAIL ON WHEELCHAIR ON PLANS SIGN POST. SEE DETAIL ON Webb Foodservice Design THIS SHEET THIS SHEET. 3700 SE Lafayette USER ONLY NOTES: PER Portland, OR 972022 PLAN T(503)-236-8566 SIGN OR7-8C 1. SIGN BACKGROUND:WHITE, RETRO-REFLECTIVE SHEETING. 4"WIDE WHITE STRIPES @ 2' 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING. O.C.AT 36 DEGREES ACOUSTIC &AV CONSULTANT 3. THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A PARKING AREA RESERVED FOR OH The Greenbusch Group VEHICLES WITH DMV PERMIT AS STATE. 1900 W. Nickerson St., Suite 201 7' MOUNT TYPICAL A.D.A. PARKING Seattle,WA T 206-378-0569 GALVANIZED HEIGHT 119 SYMBOL.SEE DETAIL ON STEEL POST DIMENSIONS(INCHES) 9' g THIS SHEET. COST CONSULTANT SIGN Construction Focus A B C D E F G H 1 740 Almaden St. PER PLAN Eugene, OR 97402 STANDARD 12 18 318 1-1/2R 2 4 2C 6 4 (6'MIN STANDARD, T 541-686-2031 I I 8'MIN FOR WHEELCHAIR L I OR VAN ACCESSIBLE) 12"0 i 18" CONCRETE BASE NOTES: NOTES: 1. CONSTRUCUINSTALL FACILITIES IN ACCORDANCE WITH ANSI X111 1. SIGN BACKS SHALL BE PAINTED BLACK. 117.1-2009 SECTION 502, TYPICAL A.D.A. SIGN 3 A.D.A. PARKING STALL SIGN 1 TYPICAL A.D.A. PARKING STALL _ 5 SCALE: NTS SCALE: NOT TO SCALE SCALE: NOT TO SCALE — � Cardno PORTLAND 6720 SW MACADAM AVE,STE 20D,PORTLAND,OR 97219 TEL:(503)419-2500 FAX:(503)419-2690 xww.fatlro can C(STROKE WIDTH) I81786� U �e 2018.06.06 R t>�jHtGCR:01 00' BACKGROUND 9jTHEW C ��1� A EXPIRES:12/31/2918 TIGARD TUALATIN SCHOOL DISTRICT 4"P.C.CONCRETE(3,000 PSI) E A , 2"COMPACTED 3/4"-Om BA 1 1/2"-0"OU eEACCESSIBLEN F e TIGARD HIGH ° CRUSED AGGREGATE BASE COURSE Y ' ' � � SCHOOL j SUBGRADE MATERIAL G MODERNIZATION E LIGHT CONCRETE SECTION " L SIGN NO. R7-8P } C1 C B NOTES: NOTES: 9000 SW DURHAM RD. TIGARD, OR. 97224 1. PAVEMENT MARKING BACKGROUND:OPTIONAL:BLUE,RETRO-REFLECTIVE. —-- ------ --- 1. SIGN BACKGROUND:WHITE, RETRO-REFLECTIVE SHEETING. 2. PAVEMENT MARKING STENCIL:WHITE, RETRO-REFLECTIVE. 16992.00 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING. 3. THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN ACCESSIBLE PARKING JOB NO: 3. THE VAN-ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO DESIGNATE THE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. W ISSUE DATE: JUNE 19, 2018 6"P.C.CONCRETE(3,000 PSI). DEFORMED SPACES THAT HAVE AN ACCESS AISLE 8 FT OR WIDER. Jurisdiction Stamp Area - #3 REBAR AT 12"O.C. EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS DIMENSIONS(INCHES) r LEGEND �.J 2"COMPACTED 3/4"-0"AGGREGATE BASE DIMENSIONS(INCHES) A B C D E F G 7 " a° SIGN A B C C1 E F G H L MINIMUM 28 24 3 m SUBGRADE MATERIAL STATE HIGHWAY 41 36 4 STANDARD 18 9 3/8 3/8 2-1/4 2D 1 1-1/2D 1-1/2R HEAVY CONCRETE SECTION J VAN ACCESSIBLE SIGN TYPICAL A.D.A. PARKING SYMBOL SCALE: NOT TO SCALE SCALE: NOT TO SCALE SITE DETAILS 11 U HEAVY/LIGHT CONCRETE SECTIONS ~ 6 SCALE:T=OT SCALE J co C5 . 01 1/4" GALVANIZED CLOSURE. SEAL WELD b8ssetfi anchltects OMEGA ARCHITECTURAL PANELS MOUNTED ON SQUARE POSTS (HEIGHT 8' H) REVI310N 01 Panneaux Omega Architecturale sur poteaux carres (grandeur 8' H) PRIME 6" DIA SCH. 40 AND PAINT OSHA HA STEEL PIPE, _ YELLOW 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 Panel / Panneau 8' (57 lbs/25.9 kg) T (206) 340 9500 F (206) 340 9519 Universal Collar 924„ Attache Universelle 12356mm] ext, CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, 1 31132'150mmj 3.5 Portland, OR 97219 c/c ROUND TOP OF FOOTING T(503)-419-2500 1" TO SHED WATER [2-5. ml 6" STRUCTURAL ENGINEER (152.4"T'*'1 Catena Engineers ASPHALTIC CONCRETE PAVEMENT 1500 NE Irving St., Suite 412 PER PAVEMENT SECTION Portland, OR 97232 91° T(503)-467-4980 [2464mm] 1" MECHANICAL ELECTRICAL & 7.0' PLUMBING ENGINEER . .. Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 6 ga/gauge T(503)-227-5280 104 88mm] FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 SID 3.5' GALVANIZED ACOUSTIC & AV CONSULTANT PIPE SLEEVE The Greenbusch Group a 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 T 206-378-0569 INSTAI I Sr)SMOOTH FDGF IS AT THE TnP COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 SystAme de Clatures Omega II Tel:450-686.9600 o m�qa� 1735 bout St-ElzAar Quest 1-800-836-6342 Laval, Quebec Fax'450-681681-5318L 1.5' rENeilinil�l9 H7L3N6 www.omegadeux.com WELDED WIRE FENCE 3 REMOVABLE BOLLARD DETAIL SCALE: NOT TO SCALE 1 SCALE: NOT TO SCALE C71) Cardno 2-7/8"0 TERMINAL POST PORTLAND 6720 SA'MACADAM AVE,STE 200,PORTLAND,OR 97219 KNUCKLED SELVAGE TEL.(503)419-2500 FAX(5M)419-Z"3 OMEGA ARCHITECTURAL SINGLE SWING GATE MODEL GPM20 REVISION 01 2-3/8"0 LINE POSTLI Barriere Omega Architecturale a battant simple modNe GPM20 ^aL 9 p 1-518"O TOP RAIL q'CHAIN LINK FABRIC 2- 2 ZSTRETCHER BAR 2-7/8"0 GATE 2„ � POST 2018.06.06 WW SINGLE iWING GATE NOTES: o tu��Ea��2:3 °o EN GNGMM 1. INCLLDE PANIC HARDWARE OPTION w t4"0 BRACE RAIL A- 216975 GATE O_ "h ✓qN 09. ZO�� �5 GATE POST DIMENSIONS room Pau HINGE 1-5/8"0 BOTTOM TOP RAIL PAVFI_ (H) OPFNING PORT Penaro RAIL TRUSS ROD LOCKABLE / 4',5' &6' 3'to 9' 3"x 3" 11 ga � � � � � � � � � � � � �, LATCH BRACE RAIL EXPIRES:12/31/2018 8' 3'to 7' W x 3" 11 ga 4' 9'to 16' 4"x 4" 11 ga CN " KNUCKLED SELVAGE TIGARD TUALATIN SCHOOL DISTRICT 5' 9'to 13' 4"x 4" 11 ga ABOVE ' 6' 9'to 12 4'x 4' 71 ga LATC c+ouw PER PLAN TENSION BAND TIGARD HIGH Ley , Po16au W V to 9' 4"x 4" 11 ga �o�a 14"0 POST BASE ' SCHOOL 6' 13' to 30' 6"x 6" / 5' 14' to 16' 6"x 6" 3/fi P°u FENCE AND SWING GATE NOTES: %"TRUSS ROD 3s` 1. ALL CONCRETE POST BASES SHALL BE 14"MINIMUM DIAMETER, UNLESS OTHERWISE NOTED. j 2"O.D. UPRIGHTS MODERNIZATION 0 USE 4,000 PSI MINIMUM. HI 10' to 2G' 6"x(i �Sn' 2. ALL POSTS SHALL BE SPACED AT 10'MAXIMUM INTERVALS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. TENSION BAR 3. LINE POSTS: SHALL BE 2-318"0 WI TOP RAIL GUIDES Grandeur des poteaux de parte TERMINAL POSTS: SHALL BE 2-7/8"O W/CAPS TOP&BOTTOM RAILS: SHALL BE 1-5/8"0 9000 SW DURHAM RD. Pameau (H) Ouverlure Poteau 4. FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG BOTH — TIGARD, OR. 97224 4'.5'&6' 3168, 3"x 3' 11 ga THE TOP&BOTTOM EDGE. FABRIC SHALL BE SECURED WITH NO LESS THAN FIVE(5),9 GAUGE 30" LIM WIRES PER LINE POST,AND FIVE(5)SUCH WIRES PER TEN(10)FEET OF TOP RAIL. 36" I MIN DEPTH rr JOB NO: 16992.00 4' 9'A 16' 4"x 4" 11 ga 8' 3' A 3"x 3" 11 ga r 5. ALL POSTS&RAILS ARE TO BE SCH.40 BLACK POWDER COATED HI-STRENGTH PIPE PER ASTM I IN: 36" W 1simm) F1043. LJISSUE DATE: JUNE 19, 2018 5' 9' A 13' 4"x4" 11 ga 6. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN. L L J Jurisdiction Stamp Area 6' 9'A 12' 4"x 4" 11 ga 7. CHAIN LINK FABRIC SHALL BE BLACK VINYL COATED 9 GAUGE, 2"CYCLONE FENCING AND ALL HARDWARE SHALL BE BLACK POWDER COATED. CHAIN LINK FABRIC SHALL HAVE KNUCKLED 8' 8' &9' 4"x 4" 11 ga y APPROx SELVAGE ALONG BOTH THE TOP&BOTTOM EDGE. 14"WIDTH MIN. v V 5' 14'a 16' 6"x 6" 3/16 (914mml 8. BRACE RAIL SHALL BE ON ALL PANELS SEE NOTES IN CHAIN LINK FENCE DETAIL m 6' ITA 30' 6" x 6" 3/6' r 8' 10' 3 ze x R" 3,6 CHAIN LINK FENCE PEDESTRIAN CHAIN LINK GATE lrfl�n0�711m Omega II Fence Systems Tel:450"68&9600 L.L o rn�ga� 1735 blvd. ShEizAar West "800"836-3342 - -- ��d, o�c Ftin:45Q-061-s�1e CHAIN LINK FENCE AND GATE �_ SITE DETAILS i!}M SYlsilM! H7L 3N6 www.omegatwo.com 2 SCALE: NOT TO SCALE W III WELDED WIRE SINGLE SWING GATE J ULUNU SCALE L I— W C5 . 02 h8ssetfi archltects 30" 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 CURB TO END AT TOP OF 2"SCHEDULE 40 T (206) 340 9500 F (206) 340 9519 NOTES: RAMP PAINTED STEEL PIPE 1. RAMP TO BE 1:12 SLOPE MAX. 4"CONC. 2. RAMPS TO BE CONSTRUCTED SEPARATELY, CIVIL ENGINEER & LANDSCAPE AND ISOLATED BY EXPANSION JOINT MATERIAL. 6720 S PER PLAN 4 6720 SW Macadam Ave Suite 200, Portland, OR 97219 ° a T(503)-419-2500 ° 4 , 43"CLEAR STRUCTURAL ENGINEER Catena Engineers 0. 1500 NE Irving St., Suite 412 0 0°0°0°0°0' ° di.- - - � ° Portland,(503)-467-498032 0°0°0°0°0°0 ° 4 - d °° ° ASPHALTIC CONCRETE PAVEMENT PROFILE °000000000000000000000 PER PAVEMENT SECTION 0 000000000000000000 ° MECHANICAL ELECTRICAL & °°°0000°0°0°0°0°0°° PLUMBING ENGINEER d ° 4 Glumac CONCRETE(PCC) 4 °a. 4 d ° ° 900 SW Fifth Ave., Suite 1600 3 7.25" PAVEMENT 8 ° n d Portland, OR 97204 CORNER INLINE A.D.A. RAMP DETAIL s d e a T(so3)-zz7-szao 3.25" a :. ' ° d 4 ° ° d 44'MIN. SCALE: NTS I FOOD SERVICE CONSULTANT a d. 4, ° ° 4 Webb Foodservice Design ° 5"MIN. 4 ° c c ' 4 3700 SE Lafayette Ct. \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ Portland, OR 97202 /'\g/\g// /�//�//�/ //�//�//�/j\ d ° 44. 4 ° d T(503)-236-8566 SEE SIDEWALK SCORING \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DETAIL FOR CONTINUATION AWAY FROM ACCESS RAMP SUBGRADE ° A. 4 a 8 4 : d ° ° 4 ACOUSTIC & CONSULTANT ° The Greenbusch Group SCORED JOINT MEDIUM BROOM FINISH PERPENDICULAR , a 4 < ° P ° 4 d 1900 W. Nickerson St., Suite 201 TO PEDESTRIAN TRAVEL 6"x6" 10 GAUGE WIRE MESH SET 2" 4 d ° Seattle, WA 98119 ABOVE BOTTOM OF CONCRETE SECTION o ° cod 4 ' c T 206-378-0569 .. q. °4 0"CURB EXPOSURE COST CONSULTANT . ,. 3 CONCRETE TO ASPHALT INTERFACE WITH IMPACT SLAB 4F CONCRETE Construction Focus LANDSCAPING w w . '. n . LANDSCAPING 740 Almaden St. o SCALE: NOT TO SCALE PLAN 2 '. : 6"CURB T 41Euge-402 686-031 SHORT TERM BIKE PARKING DETAIL WIDTH PER PLANS 6"CURB EXPOSURE SCALE: NTS MEDIUM BROOM PERPENDICULAR TO PEDESTRIAN TRAVEL SCORED JOINT 0"CURB EXPOSURE – -- CURB Mpy CURB LANDSCAPE °1;Zy� LANDSCAPE ACCESSIBLE RAMPS AND CURB RAMPS WIDTH 6"CURB EXPOSURE I WHERE POURING OF A SEPARATE INTEGRALLY PER PIANS COLORED CONCRETE IS REQUIRED, INSTALL Cardno SHEAR DOWELS 2'-0"O.C.AND KEYWAYS TO PREVENT HEAVING OF RAMPS WITH PORTLAND 6720 SW M4CAWM AVE,STE 200,POKIllJJO,OR 9T119 O O O O ADJACENT SIDEWALK OR CONCRETE SURFACE TEL SW x19.2600 r,S 15001 41 9-2000 A.D.A. PERPENDICULAR RAMP DETAIL 000000 SCALE: NTS O O O DETECTABLEWARIN ��PED PAOFFss SURFACE �`D y�GINfF9 /O2/ a`78628Fa 9G� Is Si nature 2018.06.06 MEDIUM BROOM PERPENDICULAR OREGON A 07'00' DEEP KNIFE JOINT TO PEDESTRIAN TRAVEL 9�9 jj�FW9 Cio`���5 ., ryA, n 4"COMPACTED ASPHALTIC CONCRETE DOPES:12/31/2018 PER VEL /2 DEN G 64- O O O (LE 2 1 SEP 22) 70 : : PLAN 110 0 0 0 0 0 o TIGARD TUALATIN SCHOOL DISTRICT 12"COMPACTED 3/4"-0"OR 1 112"-0" 000000 CRUISED AGGREGATE BASE COURSE TIGARD HIGH SUBGRADE MATERIAL PERPER PER �s, 0.2" \\ SCHOOL PLAN PLAN PLAN @@@@@@@@@@@ MODERNIZATION MEDIUM BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL LIGHT ASPHALT SECTION 0 0 0 0 0 0 0 0 0 0 0 0 REFER TO GEOTECHNICAL REPORT FOR SUBGRADE 00000000000 VARIES @@@@@@@@@@@ PREPARATION AND COMPACTION REQUIREMENTS MEDIUM BROOM FINISH PERPENDICULAR 0 0 0 0 0 0 0 0O 0 0 0O DEEP KNIFE JOINT TO PEDESTRIAN TRAVEL @@@@@@@@@90 00000000000 00000000000 09„ 9000 SW DURHAM RD. 0 0 0 0 0 0 0 0 0 0 0 5"COMPACTED ASPHALTIC CONCRETE TIGARD, OR. 97224 �—VARIES�I TRUNCATED DOME (LEVEL 2, 1/2'DENSE,PG 64-22) 2° 1:10 JOB NO: 16992.00 I� MAX ~ °1'10 MAX ;. . . RAMP TEXTURE PATTERN o 0 0 14"COMPACTED 3/4"-0"OR 1 1/2"-0" � DETAIL CRUISED AGGREGATE BASE COURSE w ISSUE DATE: JUNE 19, 2018 SUBGRADE MATERIAL Jurisdiction Stamp Area PLANPLLAN 6"CURB EXPOSURE 1. ARRANGE DOMES USING IN-LINE PATTERN AS SHOWN IN \/\\/\\//\\/\ �\\\\/\\/ \ DETAIL.COLOR OF TEXTURE TO BE SAFETY YELLOW. //�//� ��//// 0 2. PLACE MATERIAL ON CONCRETE/ASPHALT PAVEMENT THAT 7 A.D.A. RAMP GENERAL NOTES HAS CURED ACCORDING TO THE MANUFACTURER'S HEAVY ASPHALT SECTION L_ RECOMMENDATION. DO NOT APPLY CURING COMPOUNDS TO REFER TO GEOTECHNICAL REPORT FOR SUBGRADE m 1. TRANSITIONS BETWEEN RAMPS AND WALKS,GUTTERS,OR VEHICULAR WAYS SHALL BE FLUSH AND THE AREAS THAT ARE TO BE TREATED WITH TRUNCATED PREPARATION AND COMPACTION REQUIREMENTS C FREE OF ABRUPT CHANGES IN HEIGHT. MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD DOMES. G SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED NOTES: 5%SLOPE. J DETECTABLE WARNING SURFACES SHALL BE CAST-IN-PLACE FIBERGLASS OR POLYMER BASED. USE ARMOR-TILE CAST-IN-PLACE SYSTEM, 2 HEAVY/LIGHT ASPHALT SECTIONS ADA SOLUTIONS INC. CAST-IN-PLACE OR APPROVED EQUAL. USE THE LARGEST TILE SIZE FOR EACH LOCATION; 12"X12"TILES SHALL NOT BE SCALE: NOT TO SCALE A.D.A. WINGED RAMP DETAIL USED.DOME SIZE AND SPACING SHALL BE ADA COMPLIANT, COLOR SHALL BE SAFETY YELLOW. '^ SCALE: NTS LOCAL JURISDICTION: vLWJ SITE DETAILS I V THERE ARE LOCAL JURISDICTIONS THAT SPECIFICALLY REQUIRE DETECTIBLE WARNINGS ON THE SIDE FLARES OR TOP OF RAMP(CA.). _r THERE ARE LOCAL JURISDICTIONS THAT HAVE REDEFINED DETECTABLE WARNINGS(E.G. EXPOSED CONTRASTING COLOR AGGREGATE, J GROOVES IN A PARALLEL OR DIAMOND PATTERN ETC.). ACCESSIBILITY GUIDELINES DEFINED BY LOCAL ORDINANCE SHOULD SUPERCEDE WHEN MORE STRINGENT THAN ADAAG. IN THE ABSENCE OF A DEFINITION, FOLLOW ADAAG. 5 ADA ONSITE CURB RAMP DETAILS 4 DETECTABLE WARNING SCALE: NOT TO SCALE SCALE: NOT TOSCALE W C5. 03 As required in 7-5 1/4" Off typical sections h8sSew Street Street of construction ^ plans 8"OUTLET PIPE /y�/, /p Area I USE ENLARGER TO 8/�ihitBCtS I T—Cut See CONNECT TO STORM Surfacing note � � i MAIN LARGER THAN8". Topsoil oIFJ 721 NW 9TH Ave, Suite 350 directed Ul Base Material 2'-51/4" — — — _ _ — Portland, Oregon 97209 I T (206) 340 9500 F (206) 340 9519 � I I p ° t1 V I LYNCH STANDARD CAST IRON GRATE CIVIL ENGINEER & LANDSCAPE E ° I (2"THICK-RATED 15,000 LBS.) a O OR LYNCH EXTRA HEAVY DUTY CAST Cardno ° \ N O IRON GRATE(2-3/4"THICK-RATED U C 6720 SW Macadam Ave Suite 200, Z to + Portland, OR 97219 X M L E o _ 50,000 LBS.)BOTH OR APPROVED EQUAL T(503)-419-2500 `" _ PLAN VIEW STRUCTURAL ENGINEER ° Y u U a�1 " v E L Catena Engineers ° j _ 1500 NE Irving St., Suite 412 C N Lo 25 9) Portland, OR 97232 =O 4) p W N Q / T(503)-467-4980 cV ° •a N _I m / 7" MECHANICAL ELECTRICAL & 0 � o 'v ` / L PLUMBING ENGINEER o a M U In I Glumac 3^ 900 SW Fifth Ave., Suite 1600 E" Min beddingOUTLET ►3112" 6112" I HINGE- 1/2 OPEN T Portland, 6 6 10 GA.SHT. 2" 1/2"KNUCKLE, 10"LONG Portland, OR 97204 STEEL,2 112 OPEN WITH below outside of METAL(TYP). DIAM. I � WITH 1/4" PIN (FASTEN pipe bell 3/4„ — 0„ NIN MIN tp^ _ WITH6@114"STN.STL. FOOD SERVICE CONSULTANT crushed aggregate I 6" BOLTS) Wo0 SE Lebb aodservicefayette C . Design Portland, OR 97202 T(503)-236-8566 C C 3"CENT. (NP) ACOUSTIC &AV CONSULTANT \ /i \\ 3ns" 3/16" The Greenbusch Group f Min Trench / / \\\�\/i//\ The W. Nickerson St., spite 201 foundation stabilization Seattle,WA DETAIL "B" CLEANOUT SECTION C-C T 2063 8 05 9119 if required DEPTH TO MATCH COST CONSULTANT NOTE: RATE DEPTH �1 Construction Focus GRATE FRAME 740 Almaden St. 1. 1' T—CUT FOR PIPE ONLY PROJECTS. i — Z: Eugene, OR 97402 T 541-686-2031 A. JOINTS TO BE TACK AND SANDED. / 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. I / 1'-0" 1/4"ANGLE I CrrV0FTrf.ART) AwnM 11" NO SCAI"E THICKNESS MIN. OREGON MICHAEL A. STONE, P.E. --------_ _ OUTLET ENGBNm3mNG XRVMON ■ TRENCH --------- PUBLICwQ»0"ARTMENr CITY 1131110M . DIAM. - - e . OW ILE3/16" TIGAR3.OREGON V= JANUARY 2013 BAC ILL cs t� 80 � M -- wMowr 3AW SEE DETAIL"B"- 3116" LOCATE FRAME ANDCOVER OVER LEDGE OF AT LEAST I Card" MANHOLE LID 12" IN WIDTH , . .a 1/4"PLATE(TYP.) PORTLAND AS APPROVED FACE OF CURB SIDES AND BOTTOM 6720 SW MACADAMAVE, AX:(50 419-2LAND,OR 97219 A W/ B:t BATTER - 8"MN.BEPNEEN I TEL:(503)419-2500 FAX:(503)419-2600 1/4" PER FT. (T ') SLOPE KNOCKOUTS o GUTTER PAM (12" WIOht TIP) r o CALCULATED I.E.OUT 8 6" AS SHOWN ON PLANS �Ep PflOFE • 4a, GNfF9 S/OvFACE Or CURBa" rte, note LOGA7m'� N BACK T CURB AT BASE OF SUB-GRADE f24" ' R � 78628FEAGGREGATE (TYP) 2'-0 112"SQ. M2tt Le E 2018.06.06 to%E�l4:3 ---� p MAXIMUM 27'FROM TOP OF ' .d :d o $TANOARD FRAME AND COVER Oft U am W FIRST STEP TO TOP OF WATERTIGHT FRAME AND COVER.CASTNG EE STD.DRAWING NO.110SAJST09ill! WATERTIGHT SEAL SU OR NO.120 9jT.: • �! • SEE DETAIL 0030 SET FRAME IN NON-SHRINK GROUT ELEVATION VIEW yEW CR . . -- X- IXPIRES:12/31/2018 — —I �-I STANDARD TRAPPED STYLE CATCH BASIN 42" 3'-0" 1/2" PRE MOLDED NOTES: e GRADE RINGS(2',4',OR 6�MAXIMUM I2"SET TIGARD TUALATIN SCHOOL DISTRICT EXPANSION JOINT /� IN NON-SHRINK GROUT 1 A� FLLER (TYP•) SECTION A—A 1. ALL PRE-CA$TMANHOLE SECTIONS SHALL CONFORM TOTHE SCALE: NOTTOSCALE ,^' PLAN � REQUIREMENTS PLACE C-478CONCRETE TIGARD HIV H r L A N VIEW 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I.AND SLUMP OF 2'TO 4'. n B"(TYP) FOR 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS ° STANDARD ECCENTRIC 36' POURED IN PLACE BOTTOM-FACE X SUCH AS KENT-SEAL NO.2,RAM-NECK,OR AN APPROVED CONE SCHOOL PROJECTED ' EQUAL CONFORMING TO FEDERAL SPECIFICATION SSS00210. OF GLITTER GUTTER LINE 5"(TYP) FOR PRE CAST 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. WITHOUT 4' MIN. CURB INLET OPENING 5. PIPE CONNECTIONS OF 24'OR GREATER SHALL REQUIRE A DEPRESSIDNTOP-FA. MANHOLE AND CHANNEL DETAIL. a° MODERNIZATION r .CE OF CURB 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL ° MANHOLE STEPS SErE 1 1/2" BOTTOM FACE OF CURB REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO.100 4 - 7. PROVIDE A MINIMUM OF 8'OF INTACT(UNDISTURBED) ? MANHOLE SECTION MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED (VARIABLE V-4) • ON THE INSIDE FACE OF THE MANHOLE, 3 3" WEEP HOLEPROJECIEO CUTTER LINE ' . 8. BREAKOUT OF WALL FOR PIPE SHALL BE Y MINIMUM AND LOCATED 4'MAXIMUM CLEAR OF PIPE WALL. _ WITHOUT DEPRESSION .,• . • _ AT BASE OF :, ,1•, � _ 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24' � SUB-GRADE • FOR SANITARY CONNECTION AND 48'FOR STORM AGGREGATE : d. • CONNECTION. o .=D 9000 SW DURHAM RD. (TIP) {. •• • 10. WATERTIGHTlrAMPER PROOF MANHOLE FRAME AND S*MINIMUM TIGARD, OR. 97224 .. COVER SHALL BE USED IN ALL EASEMENT AND OFF - . '•: STREET AREAS. 36" f 1r JOB NO: 16992.00 WATERTIGHT SEAL W ISSUE DATE: JUNE 19, 2018 SEE DETAIL #030 \ X• �'' N �� aB•M . x• ao x \ MINIMUM 12'LEDGE(ONE Jurisdiction Stamp Area 42' 1 1/2" 38" • POUR MANHOLE BASE AND CHANNEL TO 314 DEPTH OF 'D REQUIRED)1.1FT.SLOP P. p•MIN.FROM TOP OF PIPE TO r EXISTING MAIN. a MANHOLE SECTION �./ SET MANHOLE BARREL SECTION ON BASE THEN CUT z FRONT VIEW 1 1/2" GU NE OUT TOP OF EXISTING MAIN. PIPE v v. a O.D. .a- .. PERSPECTIVE VIEW SHOWING DEPRESSED GUTTER AT CURB INLE- B MINIMUM CONCRETE NOTES; SMOOTH FINISH CHANNEL TO 314 VERTICAL HEIGHT OF PIPE ,..rt .3: . _l- •- 1. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. 12'MINIMUM OF�•-0"COMPACTED STRU 7Y MINIMUMMINIMUM - AND A SOr t" TO 4". BASE MATERIAL I 1 1 STORM DETAILS I I 2. NSTALL STRUCTU -Y4"RE ON MINIMUM OF 8" OF TO 0" COMPACTED BASE MATERIAL. L.LI 3. NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED (E.G. FLOW THROUGH CBs). INLET CATCk BASIN Services( CC- 30) � 3 STANDARD MANHOLE OVER EXISTING PIPE DETAIL —� CleanWaber SCALE: NOT TO SCALE DRAWING NO. 330 REVISED 12-16 , 1 1 C5. 11 n,. STORMFILTER DESIGN TABLE hassettl •THE 8'x 11'PEAK DIVERSION STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO --ENTER OF offm eets TRANSFER HOLE AND COVER SPECIFIC FLOW RATE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. INLET BAY M,ill •THE PEAK DIVERSION STORMFILTER IS AVAILABLE INA LEFT INLET(AS SHOWN)OR RIGHT INLET CONFIGURATION. •ALL PARTS AND INTERNAL ASSEMBLY PROVIDED SYCONTECH UNLESS OTHERWISE NOTED. --I—T �_`— --�_`---_\—T CARTRIDGE HEIGHT 2T 18' LOW DROP 18 Cartridges Max SYSTEM HYDR4ULIC DROP(H-REDO.MIN.) 3.06 23 IRT HEIGHT OFWEIR(W) 3.W 2.26 176 721 NW 9TH Ave, Suite 350 �- TREATMENT BYMEDIA SURFACE AREA zQX1Irtl• 1ppmRF 29MVP +ewe' 2oPnIIt• iW:W Portland, Oregon 97209 1 4 •_ter 1. ,r-S. �/ L_� I CAM12,1009MOWPArc(gr ) ,,� 1•as c 7.s 40 . T (206) 340 9500 F (206) 340 9519 1 L_ ` `I�11r `I IINIINI 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE PVC HUB. STAINLESS STEEL BAND SHALL BE 3DO SERIES, 9Ie BAND WIDTH, CADMIUM PLATED CARBON STEEL, AND ATTACHED WITH HEX HEAD SLOTTED SCREW. ALTERNATE �__..J_J_1_L _ _YL_ >, _ _ Y _� ii SITE SPECIFIC b PIPE LOCATION I L.1}_1Z--fF-1Z- - - ��_� DATA REQUIREMENTS CIVIL ENGINEER & LANDSCAPE II I F_ _ , , , oTnuownc ID Cardno -I F-1 I _� _� II I • WATER QUALITY FLOW RATE cM 3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN 6720 SW Macadam Ave Suite 200, I PEAK FLOW RADE t>d PUCE. Portland, OR 97219 1 LJ�� y/� R�`�! ` _ ` `I RETS SOD OF�FLOW T(503)-419-2500 1 1 In I I( -RO - ,I O� I_ 11 �p� r OF CARTRIDGES FEQUIRED �L'C` +�I1�_== _==i YM/AT CNiTWDfE FLOW RATE ' MEM TYPI5 r4F,PESTRUCTURAL ENGINEER PIPEo�rrti I.E. MATERIAL DIAMETER Catena Engineers L; I LTR INtl.Er PIPE _ 1500 NE Irving St., Suite 412 OUTLET PIPE Portland, OR 97232 OLIT ET BAY �FRTRATION SAY ,,___- . T(503)-4674980 e INLET BAY RIM ELEWITION FILTER BAY RIM ELEYA 1 MECHANICAL ELECTRICAL & PLAN `�' ANTHFLOTATIONBALIBT WOMB 1Bc Tt' 3 PLUMBING ENGINEER NOTESISPECIAL REQ NTS: Glumac FRAME AND COVER 2 (DIAMETER VARIES) 900 SW Fifth Ave., Suite 1600 Nnnni Portland, OR 97204 N.T.S. T(503)-227-5280 FRAME AND COVER RYP OF 21 "' FOOD SERVICE CONSULTANT SEPARATION WALL PERFORMANCE SPECIFICATION GRADE RINGSIRISERS FILTER CARTRIDGES SHALL BE MEDIA-FILLEC,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA Webb Foodservice Design DEPTH SHALL BE 74NCHEB. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. (TYPOF2)�\ 3700 Sd, Lafayette 2 SPECIFIC FLOW RATE SHALL BE 2--PAPIST(IMXIMUM), 3PEGK: FFLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED 6Y THE \���� r UEDA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOM RATE SHALL BE 8 OPMICF OF MEDIA(MAXIMUM}it [ Portland, OR 97202 INLET PIPE GENERAL NOTES T(503)-236-8566 --------- --------- --1____ 1. CONTECH ENSIONOPR OD WILLM)ARE ALS REFERLESS UIWNOTHERWITU STETS 3. LIMFOR FABRICATION MMOQO WIN ()ARE IIETAILEDSENILP STRUCTURE AGTUALOANDWEIG MATVART. ACOUSTIC &AV CONSULTANT 3. FOR FABRIGTON DFAWINGS WITH DETAILED STRUCTURE GMEN810N8 AND WEIGHTS,PLEASE CONTACT YOUR CONTECH WEIR WALL I I REPRESENTATIVE, wnYr.ConbKhES.00m The Greenbusch Group ( I 4. STORMFILTER WATER QUALITY STRUCTUIE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN : . ' 1 I ) b z •' ' 1900 W. Nickerson St., Suite 201 THIS DRAWING, CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS DF PROJECT. ( fl `11j I j I 5. STRUCTURE SWILL MEET AASHTO H820 LOAD RATING,ASSUMING EARTH COVER OF 0.6 AND GROUNDWATER ELEVATION AT, Seattle,WA 98119 11V !/I 1 1 OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEEROF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. T 206-378-0569 .o CASTINGS SHALL MEET AASHTO M305 AND BE CAST WITH THE CONTECH LOGO. irk Ir-n-_1r-_n__1I 1 INSTALLATION NOTES COST CONSULTANT Y It i j I A ANY SUBLEASE.BACKFILL DEPTH,ANDIOF ANTI-FLOTATION PROVISIONS ARE SITESPECIFIC DESIGN CONSIDERATIONS AND NOTES: Construction Focus SHALL BE SPECIFIED BY ENGINEER OF RECORD. 1 If 1 1 I II B. CONTRACTOR TO PROVIDE EQUIPMENT WITHSUFFICIENT LIFTING AND REACH CAPACITY TOUFTANDSETTHE STORMFILTI3 1. ALL INSERTA—TEE HOLES SHALL BE MACHINE DRILLED AND CORED. L-- _ __ta ---- - -- ---- --- STRUCTURE(LIFTINGCLUTCHES PROVIDED). 740 Almaden St. I - h--- --- ---- --- C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. Eugene, OR 97402 L- r-�� D. CONTRACTOR TO PROVIDE,INSTALL,ANC GROUT PIPES. MAICH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR 2.INSE'RTA-TEES ARE NOT ALLOWED IN NEWLY CONSTRUCTED SEWER MAIIJS WITH AN INSIDE T541-686-2031 E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-BELATED EROSION RUNOFF. DIAMETER (I.D.) DF 10 INCHES OR SMALLER, F. CONTRACTOR TO REMOVE THE TKANSFEi HOLE GUVER WHEN THE SYSTEM IS BRULKiHT ONLINE. STDRMFILTER OUTLETPIPE ,ARTRIDGE FLOW�T 3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGEP. THAN THE INSERTA-TEE. ELEVATION CONTECK THE STORMWATER MANACEMENT STORNFILTER INSERTA — TE E f„�6 ENGINEERED SOLUFKM LLC 8' x 1 V PEAK DIVERSION STORMFILTER C1eanWaber Services —- - StormFiter' .CanemNEmm RANINE No. 530 DREVISED 12-16 rte- -- 3025Co"Po •'M.Dr- 0� � SuMAI °" �'1W,OHSTANDARD DETAIL 800336112) 51545457000 5134M&70Y8 FAX CJ7) Car-dno PROPERTY PORTLAND LINE OR i. ALL STORM AVD SANITARY SERVICE 6720 SW MACADAM AVE,STE Zoo,PORTLAND,OR 97219 PIPE LATERALS SHALL BE MARKED ON THE —� TEL:(520)419-25D0 FAX:(503)418.2600 SZE AS UIIUIT TOP FACE OF CURB AS FOLLOVS: •„„,gym,,, SFEC6IED EASEMENT •STORM ORAE LATERALS S D -SANITARY SEWER LATERALS 'S' 5����p 2. LETTERS SHALL HAVE 1f" MAX. WIDTH N AND A MAX HEIGHT OF 4" �+ 3. LETTER SHALL BE CENTERED ON TOP i 78%.06 FACE OF CURS. 2018.08.08 SECURE 2X4 IN PLACE ORE AcarlsT PLuc w/ CURB STAMP DETAIL BACKFILLPLG PREVENT �,� ✓q'V. 09,Z��1�\5 / lIHEW C•��' / EXPIRES:12/31/2018 HEIGHT Y LINE TIGARD TUALATIN SCHOOL DISTRICT X STORM 12' HEIGHT: TOTAL UlUrY IUTY EASEMENT 2X4 LENGTH OF 20 ON SANITARY MIN LOT/ LOTAPPROVED SEAS T OF T I CARD HIGH 3CWER PLANS MARKINGS TO r/-2X4 MAIN PLAN + ACE STREET COLOR CODE SURFACE SCHOOL (GREEN-SANITARY) GROUND (WHITE-STOR.1) MODERNIZATION NOTES: NIN 1. FOR NEW CONSTRUCTION ALL SIDE SEWER a) AND SDE STORM PIPELINE CONNECTIONS GROUND s TO 8' AND 10" MAINS SHALL BE WIT}( SURFACE MAGNETIC > FACTORY FABRICATED "lEE" FITTINGS TAPE UNLESS OTHERWISE APPROVED. 9000 DURHAM RD. 2. PIPE MATERIAL SHALL BE ONE OF THE - N TIGARD, OR. 97224 FOLLOWING 4 A. PVC ASTM-D3034, A9M-C900 O JOB NO: 16992.00 B. DUCTILE IRON CLASS-50 (ABEL MAGNETIC TAPE WITH BLACK: LETTERING STATING (STORM ONLY) THE FOLLOWWNG: = w ISSUE DATE: JUNE 19, 2018 C. A-2000 PVC ASTM 949 FOR SANITARY: 'CAUTION SEWER EURIED BELOW.' D. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW.' Jurisdiction Stamp Area E. CPP MEETING AASHTO M252 PLACE 1O' ADOW TOP OF PIPE AND AGAINST 1x4. I o 0 Z CAP/ PLUG 1 Z) J 0. O MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE -- ---- 6" PIPE _ 0.010 MATERIAL AS SPECIFIED - „ 4" PIPE _ °.G20 W STORM DETAILS II ELEVATION I— J_ SIDE SEWER ; SIDE STORM � PIPELINE Clean%a -r Services DRAWING NO. 520 REVISED 12-16 w Cn C5 . 12 OVERFLOVv STRUCTURE IML-__T STRUCTURE bassew PERFORATED PIPE MANIFOLD PROFILE -t- i` '` w` '` PROTECTION RAIN DRAIN AND OUTFALL 8�ih��i(�ls 19' MIN DIAMETER DUCTILE 20" M 24' MIN DUCTILE �� `IRON BEEHIVE STYLE/DOME IRON FLAT GRA-E, OR ' BUILDING OFFSET AND CONVEYANCEOVERFLOW TO GRATE, OR APPROVED APPROVED EQUAL : + • • • •. IMPERMEABLE LINER AS APPROVED EQUALBY BJILDING JURISDICTION A • PERFORATED PIPE MANFOLD 721 NW 9TH Suite 350 TOP OF DRAIN ., + + FOR -ENGTH OF FACILIY; Ave, BASIN GRAOEBFOOR *•1y ' .: 4' MINIMUM. Portland, Oregon 97209 POND MC, PER ,••. \ \ '' + • + " ,' CTRUJTURAL WALL r1rn T (206) 340 9500 F (206) 340 9519 /p + • + • •; BUILDING JURISDICTION y a + • A GROWING MEDIUM - •; a I . \ A - " " y I\ ST L + . • + • +' CIVIL ENGINEER & LANDSCAPE Cardno CIH0gR COURSE + • - �` J' .• .J1 .1 y y + y y 6720 SW Macadam Ave Suite 200, DRAIN ROCK y y + . "..,,. OVERFLOW TO Portland, OR 97219 8" TYF. 30' MIN. +' y y y �• .r .,;., FACILITY WIDTH CONVEYANCE T(503)-419-2500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +' y -V '•'A _ __- ` . ' STRUCTURAL ENGINEER y 2' MN FREEBOARD vk� Catena Engineers BOTTOM HALF - NO HOLES OUTLET TO APPROVED 6" MAX POND DEPTH 9 y " 1500 NE Irvin St., Suite 412 CONVEYANCE SYSTEM .. . +' PERFORATED COLLECTION + y i - - Portland, OR 97232 PIPE RUNNING LENGTH OF ' C:' , ' : !. AO ..\S I y "' Y y FAOLITY .• ., +' . +' 't T(503)-467-4980 I .. - �•1� + y y +• - .': 18' MIN GROWING MEDIUM �� ^off �, r • y y y y y MECHANICAL ELECTRICAL & 3" DEEP (3/4' - 1/4') CLEAN PLUMBING ENGINEER `y ' • ' y y •' y y •+, •' i • ,'� CRUSHED DRAM ROCK Glumac PIPING NOTES: - ",' y y ,•` r + y 9" DEEP (1-1/2' - 3,14') 900 SW Fifth Ave., Suite 1600 FOR PRIVATE PROPERTY, PIPING MUST BE CAST IRON. ABS SCH4C, OR PVC SCH40, THREE-INCH PIPE IS ' +• .v •' y ' ' e OLENI CRUSHED DRAIN ROCK Portland, OR 97204 REQUIRED FOF FACILITIES DRAINING UP TO 1,50C SQUARE FEET 0= IMPERVIOUS AREA; OTHERWISE 4-INCH "' r !� "_. T(503)-227-5280 PIPE MINIMUM IS REQUIRED. PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING " Y 4' DIAMETER CUTS ,:.4: : OUTS. MIN 3 PER CODE. 5TRUCTURE. D��°W TD FOOD SERVICE CONSULTANT FOR PUBLIC FACIL.T1ES, 6-INCE EI-INCH-INCH ASTA 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE18' MIN DIAMETER DRAIN SPLASH ROCK '••a" CON\EYANCE BASIN, NYLO'LAST OR 18' MIN DIAMETER DRAIASIN, NYLOPLAST ON AROUND WATER PROOF PVC BOJT AND Webb Foodservice Design REQUIRED. APPROVED EQUAL BR STRUCTURE +` NOM SUMPED APPROVED EOLAL 18" ATIOH DRAM IG �� \ CLA1+P OR APPROVED -QUAL 3700 SE Lafayette Ct. MIN SUMP REWIRED. Portland, OR 97202 SECTION A-A T(503)-236-8566 NOTES: 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM n� ACOUSTIC & AV CONSULTANT IMPERVIOUS AREA BEING TFEATED. NOTES: The GreenbuSch Group 2. WRAP PERFORATED PIPE WITH GEOTEXTILE TO PREVENT INFILTRATION OF FINES. 1. PRIVATE WATER QUALITY TREATMENT 3. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. LOT# 2. 30' MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED 1900 W. Nickerson St.,Suite 201 4. GRADE SUBGRADE TO PROYDE MANIFOLD WI-H POSITIVE DRAINAGE. ON INCOMING FLOWS Seattle, WA 98119 5. CONVEYANCE SIZED AT MINMUM FOR 25 YEAR EVENT STORM FLOWS. BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK. T 206-378-0569 6. DETENTION (IF REQUIRED) VOLUME BASED ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITION 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. OF MANIFOLD WITHIN THE DRAIN ROCK LAYER. # OF PLANTS 5, RAN DRAINS AND OJERFLOW TO MAINTAIN MAXIMUM LNEAR 7. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. NOTES TYPE OF PLANTS SEPARATION. COST CONSULTANT 8. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TD DEGRADATION FROM 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. THE EFFECTS OF SUNLIGHT. 1. PLACE STRUCTURE ON 3/4' TO 0' BASE ROCK PLACED OVER NATIVE SUBGRADE. 7, BOLDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF Construction Focus SIZE OF PLANTS FACILITY IS BELOW WILDING FOOTING. 740 Almaden St. Eugene, OR 97402 T 541-686-2031 PERFORATED PIPE LIDA OVERFLOW/INLET LIDA FLOW THROUGH PLANTER LIDA DETAILS HANDBOOK CleanWaterr Services STRUCTURE HANDBOOK CleanWaber Services HANDBOOK CleanWaber Services DRAWING NO. 402 REVISED 05-16 DRAWING NO. 407 06-13 CRAVING NO. 794 REVISED 03-16 Low mpact Development Approaches Handbook Low Impact Developrrent Approaches Handbook 3 110 Low mpact DeveloprtKnt Approaches Handbook ('ea1V50er Sm ico CII Cardno A�-� BEEHIVE GRATE I PORTLAND / �(gF OFTAII. RFLOW) VARIES6M SIN MACADAM(5IXi1419 zSooAV FnxaSoalal9-ZWo TC=G-4 STF 200, °.�an1a IB' MIN. pA111E7ER BEEHIVE S711E uIDCMALH DRAINAOC WIRE ROPEMANHOLE FRAME OVERFLOW PER DETNL N0. 405 407 NOTC•I, 4" TYP. GUTTER (SEE NOTE S) BELOW) x. ' . : L .- _ .:• - . ENERGY DISSIPATER DRAIN (SEE DETAIL ' ROCK SPECIFY RIM ELEVATION + • + r + • r •• Ep PROF ^.• EPDXY MANHOLE FRAME �� FS 6" TO STANDARD REINFORCED + + + + + + + + • r t • + + S't S/� r.-;• TOP OF STORMWATER CONCRETE PIPE, CLASS III + + + + + + + + + + + • + + F. �Y A :y.,'. '✓ .>✓ + MINIMUM ILD UKAIN PIPE y 4-1/2' - 2-1/2 y „ •, • ,r NGINW y A` FACILITY TOPSOIL y y + y • SPLASH ROCK. 8' y + y Ak 's" • YIN. AROUND _ a� 7S82Tt L . •MINMUM 4' OF 6' #• REBAR U-BOLT' 10 STRUCTURE.TYP. S_w1:2 '. 6' - 6',- (SEE NOTE 1) 1� �� + . + + . + . y • + + + • . + . . + . .• ature eUt 06 06 00 + tg a d 4' DIAMETER WT • 4"'DIAMETER CUT OREG�N 'STREET TCG-2" OUTS. MINIMUM 3' • • OUTS. MINIMUM 3 + 'f1 ✓A'v 09,L��1 ' TAPERED .:� I ` CUT OUTS PER INLET + + WT CUTS PER INLET ' 9l 30"j STRETT RaffSPLASH PAD 1 t8" ,I \ + STRUCTURE TVP.r • STRUCTURE TYP. lJ � �PtJO�UKA ILO UHAIN 'IPU l f� C. '- 26 • p + •a • ,, EXPIRES:12/31/2018 DEPRESSED CUTTER 2' , a+ v • •• CONNECT TO MANiOLE , , a 51.0PE TO DRAIN - '• •• : W - M(DIFl e. CG-30., t s c- 8' AT OPENING OR INLET . . rc + TRAPPED CATCH BASIN, SEE DETAIL 403 TIGARD TUALATIN SCHOOL DISTRICT METAL INLT ASSEMBLY • NYLOPLAST OR EQUALPB'OMIN. NECESSARDAN. AS L (SEE NOTE 3) 8" CUR A REWIRED ON HIGH TRAFFIC A SEE DETAIL 407 TI GARD HIGH o� STREETS 18 12' 3.000 P9� / COMMERCIAL GRADE (,� 30' MIN B' SI EXPOSED MIN. ISOMETRIC CURB CUT-OUT 5-1/B' CONCRETE -11 3/�' I TREATMENT AREA~H� NOTCH LK DRAINAGE C N.T.S. SCHOOL I I 18' MAX 2' MIvM PLAN CURB CUT-OUT L-11/4•-) -_ :_ _ _ 4" MIN POND DEPTH WITH 2' COMPOST MULCH MODERNIZATION 19' MIN- CROWING MEDIUM N.T.S. R-3/4• �f f' 3- DEEP (3/4' - 1/4") CLEAN CRUSHED GUT (0) 4. BEEHIVE CRATE 19 1/ 4' i` ' 15- D ROCK EEPGUTTER FILTER FABRIC, EXTENDING TO • •' 2 7 3/4'� DRAIN ROC -I/2 ' - 3/4') CLEAN CRUSHED K TMENT/PCMDING AREASTREET •• ' 'a 4• 1" 3/4' " PERFORATED DRAIN PIPE, 8' TY'. SEE NOTE 7 11-_ 9000 SW DURHAM RD. .,. • s',•' . !.� L- � SFCTInN� A-ATIGARD, OR. 97224 - A A I u NOTE LL-27 1TAPERED REUEF TC=G-2' JOB NO: 16992.00 2' 6"�•t AT CURB FACE 3/4" NOTES 1. PROVIDE PROTECTION FROM .ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED FACILITY AREAS PRIOR TO, CURING, AND AFTER CONSTRUCTION w ISSUE DATE: JUNE 19, 2018 SECTION A-A 3/4' - 0 DRAIN ROCK TC=G-4' - 18"x4" REVERSIBLE MANHOLE FRAME 2. SIDEWALK ELEVATION MUST BE SET ABOVE CFECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW Jurisdiction Stamp Area 3" DEEP TYPICAL TO DRAIN TO STREET OR PIFED OVERFLOW SYSTEM AS APPLICABLE. 3. HLANILH JHALL BE FLAI BUI IUM IN ALL UNLCIIUNS IU WI IHIN 1 INUH. UHLCK UAMS SHALL BE HLALLU ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN FREEBOARD. NOTES; 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED OM PROJECT PLANS. 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK, SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES 1. INFLOW STRU'TURE PER LOCA_ JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTYnoTEs SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. M ROADS - USE MODIFIED CG-3D SEE DETAIL 403. FOR INLET STFUCTURE. 6. 30 MIL IMPERMEABLE LINER OR APPROVED ECUAL SHALL BE USED ONLY IF REWIRED ON PROJECT PLANS PER W 2. INFLOW STRUZTURE - CURB CUTOUT SHALL HAVE MINIMUM 2" CROP AT THE FLOM LINE LEADING TO THE 1. SECURE GRATE IN PLACE WITH 54" OF WIRE ROPE. LOOP ENDS OF WIRE ROPE AROUND U-BOLT AND ROAD AUTHORITY OR AGENCY. SPLASH PAD, SEE DETAIL. CRATE. CRIMP EACH END OF WIRE RAPE WTH 3" OVENLAP. 7. PERFORATED PIPE IN UNLINE) FACILITIES: BO-TOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE SU3GRADE. 5 3. ENERGY DISSIPATER DRAIN ROCK: ROCK SIZE 4-1/2' - 2-1/2" OR SIZED BY DESIGN INFLOW. PLACE 2. DRILL 2' DEEP HONES INTO PIPE AND EPDXY X14 REBAR U-BOLT (2"X 4') IN HOLES. PERFORATED PIPE IN LINED FACILITIES: BOTTCM OF PIPE SHALL BE SET AT BASE OF DRAIN ROC< LAYER G ROCK 6' DEEP BEHIND SPLASH PAD. 3. DRILL TO BE CAST IRON, ASTM AAE CL30. B. HYDRANTS, UTILITY POLES, CR ANY UTILITY BOXES PLACED VATHIN PLANTER MUTT BE APPROVED BY 4. CURB PROFILE PER LOCAL JURISDICTION. 4. SIZE INLET BASED ON CALCULATED FLOWS AND MANU--ACTURERS RECOAMENDATIONS. JURISDICTION IN WRITING. 5. ENSURE THA- DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE. SS STEEL, 7 STRA14DS OF 19 WIRES. 1 ACTUAL THATELEVA DO AND DIMENSIONS BA IN CONSTRUCTED R EMERGENCY ON PROJECT PLANS. J 5. WIRE ROPE BETWI_EV 1/8'-3/16' DIAMETER, STAINLESS 10. ENSURE THAT A DOWNSTREAM CATCH BASIN 5 IN PLACE FOR EMERGENCY OVERFLOW. ^ CURS CUT OUT LIDABEEHIVE INLET LIDA STREET SIDE LIDA LIDA w STORM DETAILS IV HANDBOOK CleanWaeer�Services HANDBOOK ClearlI Services PLANTER WITHOUT HANDBOOK CleanWa6er Services DRAWING NO. 401 REVISED 05-16 DRAWIN3 NO. 405 05-16 STREET PARKING CRAVING NO. 795.1 REVISED 04-16 J Low Impact Development Approaches Handbook 1 J/ CTanVi&IaExRServoe+ Low Impact Developoent Approaches Handbook 131 11,2 Low mpact DeveloprnrntApploaches Handbook CJealVwkr Savicn W C5. 13 cn - - bassew B architects 1)STORMFILTER BY CONTECH STORMWATER SOLUTIONS;PORTLAND, OR(800)548-4667;SCARBOROUGH,ME(877)907-8676; LINTHICUM,MD(866)740-3318. 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING.STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES B C • . ♦ ` + + + + + + d EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. • " 3)INLET AND OUTLET PIPES TO BE GROUTED INTO HOLES PROVIDED.JOINTS TO BE WATER-TIGHT. 2 2 + + + + + + + + - ' - 721 NW 9TH Ave, Suite 350 4)STORMFILTER REQUIRES BETWEEN 2.75'AND 2.9'OF DROP FROM RIM TO OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING 1P• DISSIPATION PAD TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. • • Portland, Oregon 97209 - PIPES TO BE GROUTED INTO PROVIDED CORINGS BY CONTRACTOR. 3.15' p, •�• (-11/2-CIPLASH R 1,2' : A T (206) 340 9500 F (206) 340 9519 5)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE 1.43' 1.33' € .a '. - •' INFORMATION. 0.15' ZZ - • 1 CARTRIDGE CONCRETE 1/2"PVC WE + + CATCH BASIN STORMFILTER DATA •'. ` + + + ' + ` + ` + ` + + , a d • " -1' CIVIL ENGINEER & LANDSCAPE STRUCTURE ID XXX + + + + + + Cardno WATER QUALITY FLOW RATE CIS X.XX7 A , .� + + • + + ((( + + + n PEAK FLOW RATE <1 cfs X.XX 1.38 - 1 • . + + + + + + + ° • 6720 SW Macadam Ave Suite 200, RETURN PERIOD OF PEAK FLOW(yrs) XXX .1 +. = • ,� + ,•, ,• + + + + ° Portland, OR 97219 CARTRIDGE MEDIA TYPE(CSF, PRLITE,PG 5 m XXXXX B� 4"0 CLEAN OUT WITH PLUG T(503)-419-2500 RIM ELEVATION XXX.XX' LAP SPLICE #3 R®AR. 1/2"PVC BAFFLE STRUCTURAL ENGINEER MINIMUM 12" OVER-AP PIPE DATA: I.E. MATERIAL DIAMETER INLET XXX.XX' XXX Xx" Catena Engineers OUTLET XXX.XX' XXX XXX SEE NOTE 2 I I 1500 NE Irving St., Suite 412 Portland, OR 97232 CONFIGURATION (503)-467-4980 OUTLET •. - � 3• MIN 1-CARTRIDGE CATCHBASIN - PLAN VIEW MECHANICAL ELECTRICAL & a PLUMBING ENGINEER INLET • r :-• _ • •� • 3' MN ''' Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 OPTIONS(AVAILABLE AT EXTRA COST): I 3.60' - \ MINIMALLY 'r• I T(503)-227-5280 ❑HOLE FOR OUTLET STUB OTHER THAN 12" •T DISTURBED ❑CLEAN-OUT IN WEIR OTHER THAN 4" 0. O' • NATIVE SGML SHELF ❑CORED HOLE FOR INLET PIPE < 0.59' FOOD SERVICE CONSULTANT ❑ DEEP OUTLET CORING 0.13' \ �' • • '� \ S' MIN Webb Foodservice Design ❑OTHER:XXX 3700 SE Lafayette Ct. 1' DIAMETER WEF Portland, OR 97202 3.60' IOLEs 8. ON T(503)-236-8566 1/2"PVC WEIR - XNTER SPACING. 0.85' 1.00' 2.40' � SEE NOTE 1 2.00' r 3' MIN TREATMENT ARFJL ' 70 MIL LINER SECTION B—t3 ACOUSTIC &AV CONSULTANT 1/2"PVC BAFFLE The Greenbusch Group SECTION A—A 1900 W. Nickerson St., Suite 201 rill 1 ° 4"0 CLEAN OUT NOTES Seattle, WA 98119 0.64' WITH PLUG T 206-378-0569 - 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER. TOP OF WEEP HOLE TO BE - SAME ELEVATION AS THE TOP OF DRAIN ROCK LATER, ON LOWEST SIDE OF CHECK DAM. COST CONSULTANT 1.80 2. MINIMUM 3' REEAR EMBEDMENT FOR CURB AND PLANTER WALL. 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2• FREEBOARD, AND AN 18" Construction Focus 0.90' 0.16'0.13' MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. 740 Almaden St. Eugene, OR 97402 1-CARTRIDGE CATCHBASIN - SECTION VIEW A T541-686-2031 1-CARTRIDGE CATCHBASIN - TOP VIEW CONCRETE CHECK DAM LIDA 3StormFilter• StormFilter' .� HAND 3 0 0 K aeanWa;4r Services ORAwmc oRAwINc DRAWING NG 406 04-16 • CONCRETE CATCHBASIN STORMFILTER CONCRETE CATCHBASIN STORMFILTER 0 :NTECH 3 CN:NTECH ---___-- -_- _-- - �► TOP VIEW, DATA AND NOTES � PLAN AND SECTION VIEWS ENGINEERED SOWBONS LLC 1 CARTRIDGE UNIT - STANDARD DETAIL ENGINEERED SOLUTIONS LLC 1 CARTRIDGE UNIT - STANDARD DETAIL 1 s"1 Low Impact Develorment Approaches Handbook clap s«YiDO: — 313 ti3 DATE:10/26105 SCALE:NONE I FILE NAME:CBSFI-[-DTL DRAWN:MJW ICHEI DATE'.1026/05 SCALE:NONE FILE NAME'.CBSFI-C-DTL DRAWN:MJW CHECKED.ARG � Cardno PORTLAND 6720 SW MACADAM AVE,STE 2(10,PORTLAND,OR 9729 STORMWATFR FAC.11 ITY RI FNnFn Snll TEL(503)419-25M FAX:(SM)419-2600 FURNISH IMPORTED BLENDED SOL. FOR ALL VEGETATED LIDA FACILITES CONFORMING TO THE FOLLOWING • GENERAL COMPOSITION - USE MATERIAL THAT IS ANY BLEND OF LOAMY SOL, SAND, AND COMPOST THAT IS 30-40% :OMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. • PAR CILE GRADATION/ TS AOSI � BLENDED MATERIALANALYSIS OF THE BLENDED MATERIAL. INCLUDING COMPOST, SHALL BE ��p,ED PROfFSIP CONDUCTED IN CONFORMANCE WITH ASTM C117/C136, AASHTO T11/T27, ASTM D122/D1140, OR ASTM D6913. ��5 �NGIN[F9 0v THE ANALYSIS SHALL INCLJDE THE FOLLOWING SIEVE SIZES: 1INCH, 3/8 INCH, #4, #10, #20, #4C, #60, ta1786284fatt L s #1M, `9M THP MAnAnnN nF THF Q1171411 [HAI I MFFT TNP FM I n%MMr rRAn n AnM rPITCPIA SIEVE SIZE PERCENT PASSING Se2018.06.06 l nature 13:09:4 - 0' INCH 100 OREGON # 4 75 -100 # 10 40-'00 '11 rqN. # 40 15-50 # 100 5-25 9rTHFW C ��� O # 200 5-15 • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES EXPIRES:12/31/2018 • IT SHALL BE WELL MIXED AND HOMOGENOUS. • IT SHALL BE FREE OF WOOD PIECES, PLASTIC, AND OTHER FOREIGN MATTER. TIGARD TUALATIN SCHOOL DISTRICT r�• IT SHALL HAVE NO VISIBLE FREE WATER. 1-CARTRIDGE CATCHBASIN - SECTION VIEW rb1 71107 SIIALL DC DCRIVCD (ROM PLANT MATCRIAL AND rROMDED DY A MCMD67 OF TI IC US CONr'OSnNG TIGARD HIGH 2 COUNCIILSEAL OF TESTING ASSLRANCE (STA) PROGRAM. SEE WWW.COMPOSTING000NCL.ORG FOR A UST OF LOCAL PROVIDERSTHE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED SCHOOL MATERIALS UNDER CONDITIONS SIGNED , PROMOTE AEROBIC DECOMPOSITION. THE SHALL BE WELL MODERNIZATION COMPOSTED. FREE OF VIABLE WEED SEEDS. AND STABLE WITH REGARD TO OXYGEN CONSUMPTION ON AND CARBON DIOXIDE GENERATION. THE COMPOST SHALL HAVE NO VSI8F FREE WATER A%ID PRODUCE NO DUST WHEN HANDLED. IT SHALL MFFT THF POI IOWINO ORITFRIA. AS RFPORTF'n RV THF IIS r1nMPOSTkr C(M INCII STA r!OUPOST TFCHNICAI nATA SHFFT PROVIDED BY -HE VENDOR. 100% OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. • THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8.5 dAX. • MANUFACTJRED INERT MATERIAL (PLASTIC, CONCRETE, CERAMICS, METAL, ETC.) SHALL BE LESS THAN 1.0% BY 0.94WEIGHT. (•-� 9000 SW DURHAM RD. • THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS). 5" SOLUBLE SALT CONTENT SHALL BE LESS THAK 6.0 MMHOS/CM. C TIGARD, OR. 97224 33"TO 3 (2.75'TO 5" MATURITY NOICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR G - • STABILITY 3HALL BE 'STABLE' TO 'VERY STABLE'. ` 16992.00 ° • CARBON/NTROGEN (C/N) RATIO SHALL BE LESS THAN 25:1. JOB NO: • TRACE MEALS TEST RESULT = "PASS." W ISSUE DATE: JUNE 19, 2018 CONSTRUCTION AA�•� STORMWATER FACILITY BLENDED SOIL L.L Jurisdiction Stamp Area O • h'KUILLIIUN OF IHt JUIL — IHt MAILMAL JhALL Kt VKUILUItJ hKUM ALL DF.. UUULJ U� UUNIAMIDAIIUN, INCLUDING WEED SEEDS, WHILE AT THE SUPPLER, IN CONVEYANCE. AND AT THE FROJECT SITE. OUTLET PIPE • WET AND MNTER CONDITIONS - HAULING AND PLACEMENT OF TIE MATERIAL WILL NOT BE ALLOWED WHEN THE WEATHER 13 TOO WET OR THE GROUND IS FRCZEN OR SATURATED AS DETERMINE[ BY THE OWNERS REPRESENTATIVE. • PLACEMEN- OF THE SOIL - PLACE THE MATERIAL IN LOOSE LIFTS, NOT TO EXCEED 8 INCHES EACH AND EACH LIFT SHALL BE COMPACTED 'MTH A WATER-FILLET) LANDSCAPE POLLER. DO NOT CMERWISE MECHANICALLY 00 COMPACT THE MATERIAL TIMING OF PLANT INSTALLATION - WEATHER PSRMITTINC AND AS APPROVED, INSTALL PLANTS AS SOON AS • 1-CARTRIDGE CATCHBASIN - SECTION VIEW �C� POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REWIRED UNTIL PERMANENT STABILIZATION 2 MEASURES ARE FUNCTIONAL J • PROTECTIo4 OF THE INSTALLED SOIL - IN ALL CASES. THE PROTECT INSTALLED MATERIAL FROM FOOT OR EOUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO ^ KEEP WORKERS, PEDESTRIANS, AND EQUIPMEN- OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD L.L MATERIALS AND EQUIPMENT 3E STORED ON TCP OF THE INSTALLATION AREA. BLENDED SOIL W StormFilter• STORM DETAILS V Ston " SPECIFICATION FOR LIDA VEGETAT=D LIDA FACILITIES HANDBOOK C1eanWater Services CONCRETE CATCHBASIN STORMFILTER DRAWING DRAWING NO. 798 06-16 ,►,NTECH SECTION VIEWS 2 ENGINEERED SOLUTIONS LLC 1 CARTRIDGE UNIT - STANDARD DETAIL 126 Limn Impact DevelDEnlentApprvachr,sHan(II)ook el=,A Sen� l3 W DATE:10I26I05 1 SCALE:NONE I FILE NAME:CBSFLC-DTL DRAWN:MJW CHECKED:ARG U) C5 . 14 s required in hassew Off typical sections PROPERTY 1. AIL STORM AND SANITARY sERNCE Street Street �f construction f�/'�/`/ /� c PIPE LINE DR LATERALS SHALL BE MARKED ON THE fL �IanS `�'`"•��`��" SIZE AS unux TOP FACE OF CURB AS FOLLOWS: I Area SPECIFIED EASEMENT T—cut see -SANITARY SEWER*STORM DRAIN TLATERALS ALS "D" 'S' ° Surfacing note 1 2. LETTERS SHALL HAVE: PA' MAX. WIDTH 721 NW 9TH Ave, Suite 350 AND A MAX HEIGHT OF 4• Topsoil Or oS Portland, Oregon 97209 3. LtI IEN SHALL UL UtNIERLU UN ILW directed Base Material T (206) 340 9500 F (206) 340 9519 FACE OF CURB. SECURE 2X4 IN PLACE AGAINST PLUG W/ CURB STAMP DETAIL BACKRLL TO PREVENT U U w PLUG BLOWOFF 13 Q �L p x a CIVIL ENGINEER & LANDSCAPE p =I E 0 -0 Cardno N:p 4) 6720 SW Macadam Ave Suite 200, e O t U .0 OF HEIGHT: TOTAL UTILITY EASEMENT O Portland, OR 97219 HEIGHT PROPERTI UNE OR CJ Z M +, °� !-' T(503)-419-250000 STORM 12• 2X4 LENGTH OF 2X4 SANITARY LOT/ APPROAS SHOWN HO N ON W `) o 4 C STRUCTURAL ENGINEER SEWER MIN PLANS MARKINGS TO 2X4 V U +-� atena En MAIN PLAN 30" RCE STREET 7K c) C gineers COLOR CODE SURFACE �_ .� (U 1500 NE Irving St., Suite 412 (GREEN-SANITARY) C N O t N Portland, OR 97232 GROUND (WHITE-STORM) 12' 3 C w W C T(503)-467-4980 NOTES: MIN N y ` rV � N � � � MECHANICAL ELECTRICAL & PLUMBING ENGINEER 1. FOR NEW CONSTRUCTION ALL SIDE SEWER 0 O a Glumac AND SIDE STORM PIPELINE CONNECTIONS GROUND aQ a U Q 900 SW Fifth Ave., Suite 1600 TO 8' AND 10' MAINS SHALL BE WITH SURFACE MAGNETIC Portland, OR 97204 FACTORY FABRICATED "TEE" RTTINGS TAPE N n UNLESS OTHERWISE APPROVED. 6"Min bedding 6„ 6„ 7(503)-227-5280 2 FOLLOWINGMIN SHALL BE ONE OF THE I cxibelow OU Ei e O FOOD SERVICE CONSULTANT A. PVC ASTM-D3034. ASTM-C9DO pipe bell 3/4 — 0° MIN IN B. DUCTILE RON CLASS-50 LABEL MAGNETIC TAPE NTH BLACK LETTERING STATING � P p � Webb Foodservice Design (STORM ONLY) THE `OLLOWNG: i crushed aggregate 3700 SE Lafayette Ct. C. A-2000 DVC ASTM 949 FOR SANITARY: 'CAUTION SEWER BURIED BELOW.' I '�' Portland, OR 97202 D. PVC RIB MEETING ASTM D :784 FOR STORM: 'CAUTION STORM DRAIN BUPIED BELOW.' T(503)-236-8566 E. CPP MEETING AASHTO M252 PLACE 18' ABOVE TOP OF PIPE AND AGAINST 2X4. 0 —�—� / /, ACOUSTIC & AV CONSULTANT 2� Min Trench / \,\� \ \,\, The Greenbusch Group I foundatiDn 1900 W. Nickerson St., Suite 201 CAP/ stabilization Seattle, WA 98119 PLUG if required T206-378-0569 1 COST CONSULTANT O Construction Focus NOTE. 740 Almaden MINIMUM SLOPE FOR 3/4--0 PIPE ZONE 1. 1. T—CUT FOR PIPE ONLY PROJECTS. Eugene, OR 977 402 6' PIPE 0.010 NATERIAL AS SPECIFIED541-686-2031 a' PIPE = 0.020 2. JOINTS TO BE TACK AND SANDED. ELEVATION 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. SIDE SE 111'E R / SIDE STORM Ci1T0P1TGARD APPOM III" NO SCALE °U "G"� A. saNE. P PIPELINE CleanWa0 Sevices D CITY Doom TRENCH DNC40. REVISED 12-16 PUB11C �vr DRAWING N0. 520 - - OW&W.HAI IO-VD• — TWABD,OnBOoN"= JANUARY 2013 BACKFILL c.. I VOICE(W 67794171 180 VAX- (Iq 6147297 AFFINWAL MR � Cardno PORTLAND 6720 SW MACADAM AVE,STE 200,PORTIAND,OR 97219 I. PVC HUB SHALL CONFORM TO ASTM 3034, !DR 35 DRIVE INTO CENTER OF TEL.(503)419-2500 FAX(503)4192600 RUBBER SLEEVE AFTER SLEEVE IS PLACED ID HOLE. e %N[t 2018.06.06 nmlln 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE QtLIrC 1310:3 0' PVC HUB STAINLESS STEEL BAND SHALL BE 3DO SERIES, 9(e' BAND WID111, OREGON CADMIUM PLATED CARBON STEEL, AND ATTA]1ED WITH HEX HEAD SLOTTED ✓ L p� SCREW. q 09. \ 9jTHfW C ��� EXPIRES:12/31/2018 3. COMPLET_ RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN PLAN" TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL MODERNIZATION 3 2 nm 9000 SW DURHAM RD. TIGARD, OR. 97224 JOB NO: 16992.00 W ISSUE DATE: JUNE 19, 2018 ♦� Jurisdiction Stamp Area V G NOTES: 1.ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. J a- 2.INSERTA-TEES ARE NOT AL-OWED INNEWLY CONSTRUCTED SEWER MAINS WITH AN INSIDE DIAMETER (ID) nF 10 I"CHF` OR SMALLFR W ANITARY DETAILS II 3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA-TEE INSERTA- TEE J Clean%% Services F— DRAWING NO. 530 REVISED 12-16 W I- C5 .21 W CITY WATER DEPT STANDARDS PLUMBING CODE THRUST BLOCK CITY APPROVED OUTSIDE OF WITHIN PAVEMENT PAVEMENT bassem BACKFLOW DEVICE FLANGE COUPLING RETAINER GLAND ADAPTOR 8/Ch/leets 12" MAV 18" CAST IRON 910 BOX PROVIDE 24' BY 721 NW 9TH Ave, Suite 350 MEGA FLG 4' THICK CONCRETE OR EQUAL PAD (SEE NOTE 4) T (206)Portland,40regon 9500 F7209(206) 340 9519 CONTRACTOR TO SEAL ALL HAND TAMP BACKFILL OSHA APPROVED LADDERB MI 24" VIN OPENINGS IN VAULT WITH AROUND TOP SECTION 6" MIN. WITH ALUMINUM LADDER NON SHRINK GROUT PRIOR 2" MAX. EXTENSION BY UTILITY TO BACKFILLING CIVIL ENGINEER LANDSCAPE VAULT Cardno 6720 SW Macadam Ave Suite 200, PLAN 6' ASTM 3034 PVC �— Portland, OR 97219 T (503)-419-2500 r- 3" MIN. 6" MAX. STRUCTURAL ENGINEER DRAIN TO CURD OR OPERATING NI1T EXTENSION Catena Engineers GROUND LINE DAYLIGHT (SEE DETAIL N0. 505) 1500 NE Irving St., Suite 412 rR Portland, OR 97232 T(503)-467-4980 3" MIN CLEARANCE ON OPENED MECHANICAL ELECTRICAL & MEGA FLG OR EQUAL OS&Y VALVE Glu aPLUMBING ENGINEER RETAINER GLAND INLINE CHECK VALVE 900 SndFoR 97204 ifth Ave., Suite 1600 00 T(503)-227-5280 CONTRACTOR, TO INSTALL RODENT FOOD SERVICE CONSULTANT CONCRETE BALLAST 3 CJ. YD. SCREEN MIN. WHERE FLOODING OR STARDOM a Foodservice Design 1211" STAND � N _ (TYP.) —/� DRAIN TO DAYLIGHT OR NOTES• Portland, OR 97202 3700 SE Lafayette Ct. HIGH GROUNDWATER EXIST INSTALL SUMP PUMP T(503)-236-8566 CONTACT CITY FOR 1) VALVE BOX NOT TO REST ELEVATION PUMP SPECIFICATIONS ON OPERATING ASSEMBLY. ACOUSTIC & AV CONSULTANT 2) OPERATOR EXTENSION The Greenbusch Group REQUIRED WHEN VALVE NUT 1900 W. Nickerson St., Suite 201 DOUBLE CHECK VALVE ASSEMBLY " IS DEEPER THAN 3 FEET ® 24" T 206-378-0569 Seattle, WA 119 12 MIN FROM FINISHED GRADE. UTILITY VAULT BILCO DOOR 24" MAX 512E OR 'EQUAL OR 'EQUAL F_OOR TO BOTTOM 3) CENTER VALVE 3OX ON COST CONSULTANT 3 660-WA J-5AL OR DEVICE AXS OF OPER. NUT. 4 577-WA J-5AL 40 Almaden 6 676-WA J-5AL 4) PROVIDE 24 SQUARE BY 4 THICK Eugene, OR 97402 e 667-WA JD-34CONCRETE PAD AROUND VALVE 14 T 541-686-2031 CONCRETE PAD to 5106-u JD-UAL BOX OUTSIDE OF PAVED AREAS • QTY ENGINEER APPROVED EQUAL AS SHOWN IN CONCRETE PAD DETAIL CITY OF TIGARD APPWWD B77 NO SCALE CITY OF TIGARD APPR0M RM NO SCALE OREGON THEOWK S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. RNf.7N C.EITIFTN[ . DOUBLE CHECK DWG. No. m., Gn.��., TYPICAL GATE DWD No. ■ PUBISCWO)�DEPAR'1IGM CITY w.ml tYvfB•W.HALL H7.VD. ^�w ■ PUBLIC WORKS DEPARTMENT ll' Po>AMOREGON,7, JANUARY 2011 VALVE ASSEMBLY v� L �Rp �� V 503 " M.aIrmx �rnmvK a>t , Pvolcm AZ-. (9��my JANUARY 2011 VALVE — _---- ------- PAZ-. (vary BN TLV A7rRovAl Gt[ 7 As required in Off typical sectiors Street of construction Cardno Street Z r plans PORTLAND J _ wm Arec / 6M SW AVE, x,41 PORTLAND.OR 97219 1 ' T—cut see 6 � Surfacing note 1 ��� � o > Z a Topsoil or os ��P Ess ED PROF a •+ A ix 1 0 directed Base Material ���`' �NGINfF9 /�v 3 LL U!W 21 i z o p 1 78 t Le .� CL 0 CL > � �Z °t = Si ture 2ols.os.os n 10 4 "�� o O C7 Y ✓ ORE �11.4 0 x W U ` iYl9 ? nr 0 91 � r a m I ac E � �9rTHfW9C ��� x N r >>r Z r It m N ♦; V 0 8 C TO IRRIGAT ON x x o x B �j �+ � � .20 �t DXPIRES:12/31/2018 08 t- % ~14 1* %t 1 n 5 � in c r I m CJ u r7 M +, ltil o N ^ 31 w U 11 o Y 4-j TIGARD TUALATIN SCHOOL DISTRICT TO RESIDENCE lV17f1O9DhDO1 32H -0 � � E TIGARD HIGH PLAN � U � ° SCHOOL R o METER BOX DOUBLE CHECK 0 n I' Z4 N N j N ~ MODERNIZATION VALVE ASStML'LY ? - Q O r\0 Q IL ` U 1s" � 6" Min bedding 6" 6" below outside of AM RD. MIN MIN 90IGARD,00 SW R. 97224 Z pipe bell 3/4" — 0' TIGARD, OR. 97224 • 6„ n Q F crushed aggrecate JOB NO: 16992.00 J Q w ISSUE DATE: JUNE 19, 2018 1" UNION EACH SIDEf NOT TO EXCEED W a- Jurisdiction Stamp Area - l 24" DEPTH n J 2' Ain Trench CRUSHED ROCK BASE --TELEVATION iW foundation stabilization z W if required m INSTALLATION SHOWN IS ONLY A SUGGESTION. N � G 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 10 ' n a§ NOTE: J 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST �5 �c z 1. 1' T—CUT FOR PIPE ONLY PROJECTS. IZ COCKS IF BELOW GROUND INSTALLATION. � S (�0 2. JOINTS TO BE TACK AND SANDED. (n 3. DISTANCE FROM BOTTOM OF DEVICE TO FNISH GRADE, FREEZE PROTECTION, 333 g 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. �J.J WATER DETAILS AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS m FOR INSTALLATION. (1T1'(*TI(,ARD uPROWD Ar NO SCALE CITY OF TIGARD APPK010 n NO S'ILE CITY OF TYGA2D APPMWAD B9! NO SCALE J • 0".G"N TIICODORE O. KYLE, P.C. IRRIGATION DOUBLE DWG. NO. ahlcn woc nrvlS[ON nICOOO c & W1=' P.C. " ' � r ixGHVJ. w. woNe, PL F.NCINEGRIN(:DIYISIOT 3 'T` DWG, NQ BNGII�NG DMSION TRENCH �� ■ PUSU"WORKS DCPARTNUNT ■ PUBLIC WORD DEPARTAUMr ■ PUBISC WORKS DEPARTMEM �, CITY ENfi.1FFA �.D14� DWG NO. 1135 S.W.HALL BLVD. CHECK ASSEMBLY DDB&W.,W,.BLVD. =S.W.HAI].RLYO. TGABD,OILECON 9RU JANUARY 2011 TIGARD,OREGON"M JANUARY 2011 METER T , VOICE:(S,�eB409-071 MPB)VAL DAIS 5 3 1 f B OI�X71 BPP'IWAL d1i 5 2 3 , �.URBGON 97817 JANUARY 20,3 BACKFILL 180 VA)LPAZ: (e&ry 6887297x APPOW81L MAX � C5. 30 Cn POTTER-ROEMER N0.5715 b8ssetfi 90° FDC-SINGLE CLAPPER ryf /� AUTOMATIC WITH ALUMINUM CAPS aI Yhlteds SPRINKLERS ED LABEL RISER WITH A SIGN PER NOTE 1 TO CLEARLY 721 NW 9TH Ave, Suite 350 INDICATE FDC RISER Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 FINISH GRADE SURFACE CIVIL ENGINEER & LANDSCAPE Nx Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 2'x2'4 THCK/ /\\/ //\\/ STRUCTURAL ENGINEER CONCRETE \\ \\ /\\�\\ Catena Engineers COLLAR BURIED 4" / /�\/ 4"ROCK BASE 1500 NE Irving St., Suite 412 UNDERGROUND Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 90° BEND 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 T 206-378-0569 NOTES: 1. FIRE DEPARTMENT CONNECTIONS SHALL BE DESIGNATED BY A COST CONSULTANT METAL SIGN HAVING RAISED LETTERS AT LEAST 1 INCH IN SIZE CAST ON A PLATE OR FITTING, READING"AUTOMATIC 740 Almaden FOCUS t. SPRINKLERS". LETTERING SHALL BE WHITE IN COLOR ON A RED OR 740 Almaden 7 402 BLUE BACKGROUND AND CONSIST OF RETRO-REFLECTIVE Eugene, OR T 541-686-203131 COLORS. 2. SITUATE FDC RISER LINE WITH LOW POINT IN DCDA VAULT. PROVIDE BALL DRIP AND CHECK VALVE IN DCDA VAULT. 'NOTE:ONLY ROCK BACKFILL ALLOWED FOR FDC LINE. NO NATIVE BACKFILL ALLOWED, FDC RISER, DETAIL - ---- 1 - - SCALE: NTS SIDEWALK ADJACENT TO CURB Cardno PORTLAND O 6720 SW MACADAM AVE,STE 200,PORTLAND,OR 97219 BREAK FLANGE c 18•• CAS( IRON 910 Ec(609)a1s-zsao PAxasalals-26ao 1 g" SIDEWALK ��_«^ MIN 3" MIN. VALVE BOX TOP 6" MAX. MENNEN 'I.a •.••r +' Oita6PR8OF F % DRAIN P,0 2018.06.06 riQtUYE 3'1 7'00' TAR PAPER (NIOISTU OREGOtZ 6 ' DUCTILE IRON PIPE ✓AN oe a°°` \`' RESTRAIN ALL JOINTS W/ "F'ELD LOK" OR EQUAL GASKETS EXPIRES:12/31/2018 TIGARD TUALATIN SCHOOL DISTRICT GLANDG(EB AEALUGRIR N) ER / TIGARD HIGH CONCRETE PIER 6" GATEVALVE BLOCK FLG. x M.J. ` M.J. x 6" FLG. TEE SCHOOL SIDEWALK WITH PLANTER 2.D' STRIP AT CURB o MODERNIZATION SIDEWALK 3" MIN. BREAK FLANGE All MAX. a .. o 9000 SW DURHAM RD. NOTESi oo+.'i., TIGARD, OR. 97224 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" JOB NO: 16992.00 MVO 3 PORT — TWO 2 1/2" PENTAGON OPERATION NUT, CPEN LEFT WTH THE FOLLOWING: ISSUE DATE: JUNE 19, 201B A. OIL RESERVOIR ILL! n B. BRONZE ACTUATION NUT ty„ Jurisdiction Stamp Area C. BRONZE SEAT P.INC �R D. WEATHER SHIELD CAP V E. SAFETY SLEEVE COUPLING z F. THREADED NOZZLES WITH "C" RINGS G. NA-ZONAL STANDARD THREADS m 2. SAFETY CHAINS TO BE REMOVED. C 3. HYDRANTS TO BE PAINTED USING H-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED G BY DISTRICT FIRE MARSHALL. 1. HYDRANT TO BE INSTALLED TRUE AND PLUMB. J 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 6. IF SUBJECT TO VEHICLE DAMAGED. PROTECTIVE POST TO BE PROVIDED. i. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO 503 OR AS APPROVED BY ENGINEER. W WATER DETAILS II 6. THRUST BLOCKS SHALL NOT BE PLACED AT HfDRANT LOCATIONS. S. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ACAPTER (OR EQUIVALENT) ON THE 4 1/2" PORT. J GI-1 V OF TIGARD APPRORD 9* NO SCALE OREGON LORI FANA, P.E. 0 ENGINEERING DIVISION all,aRmr FIRE HYDRANT DWG NO. - PUBLIC WORKS DEPARTMEN- TIG S.W.HALL BLVD. 542 w TOI-E:(OREGON 47227 Aucus, zo,s ASSEMBLY C5 . 31� . • I VOCE:(50.7)659.4171 FAX (507)684-72'n DAZE