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13500 SW PACIFIC HIGHWAY-12 . , i e; ;w V �n .a �o 0. - U 0.'*o4110N PLANS FOR CONSTR C V .°o FS WIN WILLIAMS RETA L CENHER I TER ' +666 �z GARD MARKE AT T1 TPLACE D It NONT u^AnD, REU, W C .) ..j SHEET IRDEX `� z sw ~ 0 IIIIIIIIIIIIIIIIIIII,IHW.Y. 26 /\40 �� LLJLLJ s NAME: N0. T sr Qf W uj af _ 0 ch COVER SHEET C101 N.T.S � �a�' N.T.S Q � ' c W \� GENERAL NOTES C102 f h < SITE & GRADING PLAN C201 SW PARK ST. .�� OU V UTILITY PLAN 0301 z TIGARD WATER QUALITY AND DETENTION FACILITY DETAIL 0302 P DETAILS SHEET C401 Z DETAILS SHEET C402 SW HILL vlEw ST. N 'T 1-205 P�'" .A��C. G4``' W � / ,• I�,��'� P SW GARRETT ST. Iris .I�'� VK*TY GAAP LOCATION MAP NOT TO SCALE NOT TO SCALE • uj .-rr�nF' D 1�•, �,rml.lut -•-� x w '. Fuc 1lertt - 1N,�t>RA�Illi llt PII�'rY� bluluuvcaL.S�� /L I?/ Esal� tx�T,lrrt mac.��wa Plumb AR MW tD KWMWMM ..� N~DWI WIN fI t0 M Wpm True Fn4,n"6118 .... l4ha{ (xtwhW some Other m 0 0 :3 3' D EVBLOPER Ei1iANiEER C"U01CFAL" BENCHMAW - 13500 LLC WESTLAKE CONSULTANTS, INC. CITY OF TIGARD VERTICAL CONTROL. IS BASED UPON 15295 SW BULL MOUNTAIN RD. PACIFIC CORPORATE CENTER 13125 SW HALL BLVD. EXIST CB GRATE ON NORTH END OF Pw r TIGARD, OREGON 97224-•1224 15115 S.W. SEQUOIA PARKWAY, TIGARD, OREGON 97223 PROJECT SITE (SURVEYED BY G&L LAND � � 7 10 V c-f) PHONE: (503) 703-6449 SUITE 150 TIGARD, OREGON 97224 PHONE: (503) 639-4171 SURVEYING, INC.) p FAX: (503) 590-0377 PHONE: (503) 684-0652 FAX: (503) 624-0752 ) /' ,�; F ATTENTION:` OREGON LAW REOUIF<'S YOU TO FUl.I..OW RULES Q � 1 �CONTACT: DAVID DUNN FAX: (503) 624-0157 CONTACT: KIM McMILLAN, P.C. ELEVATION 229. � �r � o a ADOPTED BY THE OREGON UTILITY NO't:r1CATION CEN11=i:1. THOSE RULES �G' cj ARE SETT FORTH IN OAR 952--001-0010 THROUGH OAR 952-001-0090. CONTACT: DON E. SMITH, P.E. � l YOU MAY OBTAIN COPIES Of THESE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION ? CENTER 15 3 -1987). iT Y 4 TIG i�D W (50 ) 232 �1�� A � �.E U TILL Y STATEMENT: TAX MAP: S.W. 1/4 OF SECTION 2 '13500 SW PACIFIC HIGHWAY - "n,ditionallyApproved............. .. . S _. THE UKi1ERGRfX1N0 U',1LITiES SHOWN APET. 2 S., R. 1 W., W.M. TIGARD, OREGON r-,r only the wok oeacribrd In. _ PER FIELD MARKINGS ANU RECORD DRAWINGS PRO`1DED by THE I-QgMIT NU.�p Cis.��' th a cr WASHINGTON COUNTY, OREGON V < Sae letter to Follow........ ..........-I 1 �f RESPECTIVE UTILITY AGENCIES. LOCATION OF NON-OBSERVAIM'E AND/OR TAX LOT NO. 500Rt cn N i :, c� UNDERGROUND UPLITIES ARE SHOWN FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. k' �A� ^•ss l�2�, c� f� y_ rn °8 { S o r fn UTILITY YERIFICAIIQN& CONTRACTOR SHALL POTHOLE TO VERIFY � N � LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING O $HST - CONSTRUCTION AND 'SHALL PROVIDE WESILAKE CONSULTANTS, INC. 72-HOURS N07W OF ANY POTENTIAL CONFLICT'S. � 1�ac111c I SJtltl 0101 0 � SIT200s-00001 a i 46 108 No. 1739-00I 1739010101 '�°°''_ �:° 2C,+ k+f19�' �'!`r9�i'�!?'�+�`.�'":�1C`•1� 'PFS` � .. '�ki•tntii,4 •a• ,u , yer+wr�xu'w sm rrraa OFCOPY t++t'N'1'_,I-•., <;a,w'f•:•,. :n.. 'MlblvlMi'�Ma/rwli.smlhNhiM;.1�1�11i'I► 4vr ,.M.•'. OFFICE E f. ..;„ \ - ..-•.MU11RlMrtNi ,.. ... *we"+r'�IR'^ _...._»,..,._....,,,, ,... ..,_ ....,« , :•„I!'r,.+,�'„-.a.rn,e+::m.,:1YMwgps�pq�d...4fWrMMf.,IM�tlIPkWrdtrMV'pr.,:.vr:�,lpl•:• y•'....w+Nw*MEti'�l,Rn C!n � ( I � I I I III I I11 I I.I III, III1 ILII illi 1.11 IliiI!.. ilfl ILII {II II I I I Ilillllll 1111 III! lIIIIIIII II Illilf 1111 Illi I!IlIIIU IIIIItIII 11111111 lIIIIIIII Iill�llll lIIIIIIII Illlllllliill21111=IIII�IIII�IiII) ,I«, ., 1.:.:. .. -.. ,. _ , . ';: ...,.. '' _.,. ..-.,•.: -. , . ---...- 7R�wI M I 12 1� 14 ' Id I 18 II>D11 92624 f w• m 4 N I : - - r i. s.;,Y. -.. , 1'M• T' -�..�s��-�_.. y..�..�.n,-.-�..s�,...a_-.�.,...r�.....�.�..-r,.-._�_,_�. �..�-.�-...��®,_v.�® �.+r.�-•-- -----*Rs+r--'�'--+.+++w-,- �-.- •--+"'�^"°'.,.. ,.. .n..lw�-er-.-R+c= �*�..^^^•......,..v.+.r+.w-r.-r-v.=- s -.s _. - .,,_....�.�,- W A °.9 Y .. ti I GENENAL TES GME MA PAVM AND DRANAM NOTES (t"X>VT1*W) -- � SEDMAENT FENCES .. 1. ALL MATERIALS AND WORKMANSHIP FOR FACILITIES IN STREET RIGHT--OF-WAY OR EASEMENTS SHALL 30. UNLESS OTHERWISE SHO'#IN ON THE DRAWINGS, NO CUT OR FILL SLOPES SliAl1 BE CONSTRUCTED STEEPER 50. THE FILTER FABRIC SHALL BE PURCHASED IN A (:ONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER CONFORM TO THE APPLICABLE REGULA'f1C>�15 SPECIFICATIONS CODES AND REQUIREMENTS OF THE CITY OF THAN 2H:1V'' TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY FILTER CLOTH F TIGARD, AMERICAN PUBLIC: WORKS ASSOCIATION OREGON CHAPTER (A.P.W.A,) STANDARD PLANS AND TO A AT A SUPPORT POST, WITH A MINIMUM 6--INCH OVERLAP, AND BOTH SHALL BE SPLICED TOGETHER $ SPEClF1CATIONS, AND THE OREGON DEPARTMENT OF ENVIRONMENTAL. QUALITY. 31. CONTRACTOR SHALL HYDROSEED ALL EXPOSED SLOPES AND DISTURBED AREAS WHICH ARE NOT ENDS SECURELY FASTENED -f0 THE POST, OR OVERLAP 2'X2" POSTS AND ATTACH AS SHOWN ON THE GRADING PLAN. ♦ ►3 2. THE ENGINEER AND APPLICABLE. AGENCY MUST APPROVE, PRIOR TO CONSTRUCTION, ANY ALTERATION OR SCHEDULED TO BE LANDSCAPED. � 51. FILTER FABRIC FENCE SHALL 8E INSTALLED TO FALLOW THE IONISERS WHERE FEASIBLE. THE FENCE VARIANCE FROM THESE PLANS. ANY VARIATIONS FROM THESE PIANS SHALL BE PROPOSED ON POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A � $ CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE ENGINEER AND THE CITY FOR APPROVAL_. MINIMUM OF 24 INCHES. 3. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED BY CITY OF ('� ( � �0'T'�S 52. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL. BURIAL OF 6 INCHES.TIGARD. S ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATiON SHALL BE BACKFILLED AND COMPACTED, ALONG THE ENTIRE 4. CONTRACTOR SHAD.. PROVIDE ALL BONDS AND INSURANCE REQUIRED BY PUBLIC AND/OR PRIVATE 32. APPROVED EROSION CONTROL MEASURES SHALL" BE TAKEN IN ACCORDANCE WITH CITY OF TIGARD DISTURBED AREA. AGENCIES HAVING JURISDICTION. STANDARDS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND PERSONNEL NECESSARY 53. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE BY 12" DEEP,TO E UPSLOPE AND ADJACENT 7U THE WOOD r� ♦ o, 5. UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR, CONSTRUCTION OF ALL PUBLIC FACILITIES CORECTEDNBYUTHE CONTRACTOR ATT{HIS/HER SOWN EXPENSE. DAMAGE CAUSED BY EROSION SHALL BE POST TO ALLOW THE FILTER FABRIC TO BE BURIED. C'"S �a F o STHALL BE DIME BETWEEN 7:UO A,M. AND 6:00 F'.M., MONDAY THROUGH SATURDAY. HEA 54. STANDARD OR VY DUTY FILLER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR ul AREA. v a 33. THE IMPLEMENTATION OF EROSION/SEDIMENTATION CONTROL (ESC) PLANS AND THE CONSTRUCTION, 2"X2" POST R HEALATIU T STITCHED LOOPS SHALL BE INSTALLED ON THE UPHILL SIDE OF THE SLOPED g. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT !N ACCORDANCE MAINTENANCE, REPLACEMENT, AND UPGRADING OF ESC FACILITIES IS THE RESPONSIBILITY OF THE x WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO CONTRACTOR UNTIL ALL CONSTRUC?TON IS COMPLETED AND APPROVED AND VF_GETATION/LANDSCAPING MEET APPLICABLE AGENCY REQUIREMENTS AND PROVIDE A COMPLETED PROJECT. ESTABLISHED. X00 55. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL_ PURPOSE, BUT NOT 7. CONTRACTOR TO NOTIFY CITY COUNTY ODOT AND ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS (2 34. CONTRACTOR SHALL VERIFY -THAT ALL TRUCKS ARE WELL SEALED WHEN TRANSPORTING SATURATED SOILS BEFORE THE UPSLOPE AREA HAS BEEN PERM kNENTLY STABILIZED. InsMF BUSINESS DAYS) PRIOR TO START OF CONSTRUCTION BY CALLING "ONE CAU" AT (503)246-6699 AND FROM THE SITE, WATER DRIPPAGE FROM TRUCKS TRANSPORTING SATURATED S01"_S MUST BE REDUCF..G TO ALL OTHER APPLICABLE AGENCIES, AND SHALL. COMPLY WITH ALL OTHER REQUIREMENTS OF ORS 757.541 LESS THAN ONE GALLON PER HOUR BEFORE LEAVING THE SITE. 56. FILTER FABRIC FENCES SHALL 8E INSPECTED 13Y CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT TO 757.571. LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 35. 'THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH AL1. CLEARING 57. AT NO TIME SHALL MORE THAN 10 INCHES (OR 1/3 HFiGHT ABOVE GROUND) OF SEDIMENT BE ALLOWED S. ANY INSPECTION BY THE CITY OR OTHER AGENCIES SHALL NOT, IN ANY WAY, RELIEVE THE AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THE SEDIMENT LADEN WATER DOES NOT TO ACCUMULATE BEHIND SEDIMENT FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. CODESAND AGENCY REQUIREMENTS. 36. THE ESC FACILITIES SHOWN ON THESE PLANS ARE 711E MINIMUM REQUIREMENTS FOR ANTICIPATED SIZE SLOPE, OR NEW LINES OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN BARRIERS. 9. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, TRAFFIC CONES PER CITY AND CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED ODOT REQUIREMENTS IN ACCORDANCE WITH THE MJTCD (INCLUDING OREGON AMENDMENTS), ACCESS TO FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE 111E DRIVEWAYS AND IN ACC PRIOR TOANY ALL BE ItdEDy,TRUCLLTION ES. ALL ACTIVITY TRAFFIC CONTROL MEASURES SHALL BE APPROVED SITE. F.XlffrM UTU,ES AM FACUTES 37, THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY 1'0 10. RECORD DRAWINGS. TH! CON474ACTOR SHALL MAINTAIN ONE COMPLETE SFT OF APPROVED DRAWINGS ON ENSURE THEIR CONTINUED FUNCTIONING. 58. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE. ANY DAMAGE TO THE CONSTRUCTION SITE: Al AL_ TIMES WHEREON HE WILL RECORD ANY APPROVED DEVIATIONS IN EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THESE DRAWINGS, SHALL BE REPAIRED / REPLACED AT CONSTRUCTION FROM THE, Aww"rROVED DRAWINGS, AS WELL AS THE STATION LOCATIONS AND DEPTHS OF 38. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED EVERY TWO (2) WEEKS OR THE CONTRACTOR'S EXPENSE. EXISTING SURFACE FEATURES AND FENCING SHALL BE REPLACED IN KIND. All EXISTING UTILJTIES ENCOUNTERED. THESE FIELD RECORD DRAWINGS SHALL BE KEPT UP TO DATE AT WITHIN 24 HOURS FOLLOWING ANY STORM EVENT. INSPECTION SHALL BE RECORDED IN A. LOG. ALL TIMES AND SHALL BE. AVAILABLE FOR INSPECTION BY THE CITY UPON REQUEST. 59. THE CONTRACTOR SHALL HAVE .ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK, 39. AT NO TIME SHALL MORE THAN SIX (6) INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A 11. UPON COMPLETION OF CONSTRUCTION OF PUBLIC FACILITIES, CONTRACTOR SHALL SUBMIT A CLEAN SET OF TRAPPED CATCH BASIN. ALL CATCH BASINS do CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. 60. THE EXISTENCE AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR STRUCTURES SHOWN FIELD RECORD DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO THE DESIGN ENGINEER FOR USE IN THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. ON THESE DRAWINGS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC: RECORDS AND/OR FIELD THE PREPARATION OF AS-BUILT DRAWINGS FOR SUBMITTAL TO THE CITY GED IN THE SURVEYS. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE FROM THESE RECORDS AND ARE SHOWN �- z W 12. THE CONT 40. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGFOR THE CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER, 0 � REQUICONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BUND PRIOR TO FINAL PAYMENT WHERE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE THE ENGINEER OR THE UTILITY COMPANIES FOR ACCURACY OR COMPLETENESS OF SUCH RECORDS. FLAGGED CLEARING LIWiTS SHALL BE PERMIITED. THE FLAGGING � �. / F.,. RED BY PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. SHALL BE MAINTAINED BY THE � CD CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 61. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO 0 COMMENCING CONS-RUCTION AND SHALL PROVIDE THE ENGINEER 72-HOURS NOTICE OF ANY POTENTIAL fct t z 41. STABILIZED CONSTRUCTION ENTRANCES SHALL BE !NSTALLED AT THE BEGINNING OF CONSTRUCTION AND CONFLICTS. MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE GRAIXin !SAVING AND-DRAINAGE NOTES THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 62. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED AND V) - Q OVERHEAD UTILITIES. �O r 42. RE-ESTABLISH GROUND COVER PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. GROUND SURFACES � 13. AEI. PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE ELEVA'LIONS, INCLUDING EXPOSED DURING CONSTRUCTION ARE TO BE SEEDED AS FOLLOWS: E CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS Q TOPSOIL STRIPPING, UNLESS OTHERWISE NOTED. 63. THE W �, A. HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2000 LB./ACRE. ON SLOFHER SATISFACTION. ZFS �� _ W 14. CON'tRACTOR TO HAVE SUFFICIENT NUMBER OF COMPACTION TEE,TS PERFORMED ON EACH LIFT TO MEET STEEPER THAN 10%, HYDROSEED AND MULCH SHALL BE APPLIED WIT,•I A BONDING AGENT (7AC'KIFIER). 64 DEMOLITION WOP,K SHALL tt�CLl1DE REMOVAL OF ALL STUMPS, VEGETATION DEBRIS, A.C. AND CONCRETE. (' THE CIT" OF TIGARD REQUIREMENTS AT THE OWNER'S EXPENSE. TESTS SHALL BE PERFORMED BY A APPLICATION RATE; AND METHODOLOGY TO BE PER SEED SUPPLIER RECOMMENDATIONS. CONFORMANCE WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE ~ EIUALIFIED TESTING AGENCY AND WRITTEN RESULTS SHALL BE PROVIDED TO THE APPROPRIATE AGENCY. OR RESPONSIBILITY OF THE CONTRACTOR. SHOULD COMPACTION REQUIREMENTS o:%=. BE MET, CONTRACTOR SHALL RE-COMPACT THE FILL AND PAY DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED AT DOUBLE THE HYDROMULCH ALL ADDITIONAL TESTING COSTS. TESTS SHALL BE TAKEN AT INTERVALS NOT GREATER THAN EVERY 100' APPLICATION REQUIREMENT (4000 L.B./ACRE). ANCHOR STRAW BY WORKING IN BY HAND OR WITH IN THE PUBLIC STREET SECTION. ll 65. AOPEN CLOTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C. MIX AS APPROVED BY THE EQUIPMENT (ROLLERS, CLEAT TRACKS. ETC.). MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY ENGINEER AT THE CLOSE: OF EACH WORK DAY. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT, NOR FOLLOWING SEEDING. EXPOSED TO LIVE TRAFFIC. 15. DURING COMPACTION OF AGGREGATE BASE, MATERIALS SHALL BE MAINTAINED WI1HlN 274 OF THE OPTIMUM MOISTURE C%ITENT. THE CONTRACTOR SHALL BEGIN COMPACTION OF EACH LAYER IMMEDIATELY AFTER B. SOIL PREPARATION TGPSOIL SHOULD DE PREPARED ACCORDING TO LANDSCAPE PLANS, IF 66. CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STRE' t MONUMENTS PRIOR TO THE MATERIAL Ls SPREAD, AND CONTINUE UNTIL A DENSITY OF NOT LESS THAN 95% OF AASHTO T-180 AVAILABLE, OR RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED THAT SLOPES BE HAS BEEN ACHIEVED. ROUGHENED BEFORE SEEDING BY TRACK-WALKING , (DRIVING A CRAWLING TRACTOR UP AND DOWN REPLACED BY A REGISTERED LAND SURVEYOR CONSTRUCTION. ANY MONUMENTS DISTURBED DURING THE CONSTRUCTION OF THIS PROJECT SHALL BE AT THE CONTRACTOR'S EXPENSE. SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR OTHER METHOD 16. THE SURFACE OF THE AGGREGATE BASE SHALL BE WITHIN -0.04 FOOT TO +0.02 FOOT OF PLAN TO PROVIDE MORE STABLE SITES FOR SEEDS TO REST. 67. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES ELEVATION AT ANY ONE POINT. THE FINAL SURFACE SHALL NOT DEVIATE AT ANY POINT MORE THAN 0.04 CROSS, CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH Of FOOT FROM TIE BOTTCJi4�'. OF A 12-'FOOT STRAIGFITEDGE LAID IN ANY DIRECTION ON THE SURFACE OF THE C. SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS. SIMILAR M!Xr S AHEAD OF CONSTRUCTION LL MAKE NECESSARY GRADE SING(CATIONS WITHOUT DELAYING THE WORK. IF ROADWAY. DESIGNED TO ACHIEVE EROSION CONTROL. MAY BE SUBSTITUTED IF APPROVED BY THE AGENCY HAVING GRADE MODIFICATION IS NECESSARY, CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER, AND THE DESIGN 17. ASPHALTIC CONCRETE PAVEMEt.'T5 WHICH JURISDICTION. ENGINEER SHALL OBTAIN APPROVAL FROM THE CITY ENGINEER PRIOR TO CONSTRUCTION. ALL UTILITY DO NOT MEET SUBSTANTIAL COMPLIANCE REQUIREMENTS FOR COME ACTION, AND ARE DEEMED BY THE ENGCROSSINGS SHALL BE POT HOLED AS NECESSARY PRIOR Tl? EXCAVATING OR BORING TO ALLOW THE ;hEER TO BE NOT SUITABLE FOR USE. WILL BE REJECTED. 1.) DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. ANY REJECTED MATERIAL SHALL BE REMOVED. NO PAYMENT WILL BE MADE FOR THE REJECTED MATERIAL, DWARF PERENNIAL RYE GRASS, 80 X BY WEIGHT OR FOR REMOVAL OF' THE REJECTED MATERIAL. CREEPING RED FESCUE, 20 X BY 'WEIGHT 68. ALL EXISTING FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR UNLESS OTHERWISE SHOWN 1L9. ANY PAVEMENT WITH A, DENSITY LESS THAN 91X AASHTO T-180 SHALL BE DEEMED UNSUITABLE, AND WILL APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, UR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION. BE REJECTED. ANY REJECTED MATERIAL SHALL BE REMOVED AND REPLACED AT THE EXPENSE OF THE 2.) STANDARD HEIGIiI GRASS MIX CONTRACTOR. CONTRACTOR TO LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION AND TO ANNUAL RYE GRASS, 40% BY WEIGHT THE SATISFAOC TION OF THE CITY ENGINEER. � TURF-TYPE FESCUE, 60% 0Y WEIGHT h+ 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT APPLICATION RATE: 100 POUND MINIMUM PER ACRE �. c 69. UTILITIES, OP. INTERFERING PORTIONS OF LITILITIES, THAT ARE ABANDONED 1N PLACE SHALL BE REMOVED • � PUBLIC STREETS AND RIGHT--OF-WAYS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT BY T'IiE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL � S7� cr it SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR. D. FERTILIZATION FOR GRASS SEED - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENT AREAS PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES, PER PLAN OR A5 APPROVED BY THE ENGINEER.. r f' wI 20. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING TO CONFORM TO OSHD STANDARD WITHIN 50 FEET OF WATER BODIES AND WETLANDS MUST USE A NON-PHOSPHORUS FERTILIZERr'� �� SPECIFICATIONS. 1991 EDITION. X E. WATERING -- SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS, SUPPLY 70. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES, FENCES, LANDSC IA,RING, ETC., AS REOUIRED WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HUT OR DRY WEATHER OR ON ADVERSE SITES. TO AVOID DAMAGE DURING CONSTRUCTION AND REPLACE SUCH FACILITIES TO EXISTING. ww oiamms on im r ovula a at. CLEAR AND GRUB VMTIiIN WORK LIMITS ALL SURFACE VEGETATION. TREES, STUMPS, BRUSH, ROOTS. ETC. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE ADEQUATE MOISTURE WITHOUT DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN DIAMETER OR LARGER, tiwr n0 NOT DAMAGE OR REMOVE TREES EXCEPT AS APPROVED BY THE ENGINEER OR AS SHOWN ON THE CAUSING RUNOFF. yuan WSW on"OM w X1101 Am lar ofpoodwa go F. RE--SEEDING - AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT EROSION 27. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE FAASS. SHALL BE RE-SEEDED A; SOON AS SUCH AREAS ARE IDENTIFIED. AND ALL APPROPRIATE MEASURES N V) c �M ALL TREES, BRUSH AND DEBRIS ASSOCIATED 4WTH CLEARING. STRIPPING OR GRADING SHALL BE REMOVEf1 'TAKEN TO ESTABLISH ADEQUATE COVER. ALL DISTURBED AREAS SHALL HAVE COVER ESTABLISHED BY �D S � � ow AND DISPOSED OF OFF--SITE. NOV. 1. ANY AREAS WHERE COVER IS NOT ESTABLISHED SHALL BE COVERED WITH STRAW AS STIPULATED IN XX.A ABOVE, e 23, IMMEDIATELY FOLLOWING FINE GRADING OPERATIONS. COMPACT SUBGRADE TO 95% OF THE MAXIMUM DRY /1. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS ASSOCIATED NTH CONNECTING TO EXISTING WATER, J t SANITARY SEWER AND STORM SEWER FACILITIES. _ DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED PROCTOR). S1,JBGRADE MUST BE INSPECTED AND 43. THE CON'TF2ACTOt? SHALL PROVIDE SITE WATERING AS NECESSARY TO REDUCE WIN APPROVED BY THE CITY PRIOR TO PLACING EMBANKMENTS OR BASE ROCK, D EROSION OF SOIL FINES. 72, UNLESS OTHERWISE NOTED, MATERIALS AND WORKMANSHIP FOR S O WATER, SANITARY SEWER AND ..(ORM 44. OCTOBER 1 TO APRIL 30 : SUPPLEMENTAL WET WEATHER EROSION CONTROL MEASURES SHALL BE USED. DRAIN SHALL CONFORM TO CITY OF TIGARD STANDARD SPECIFICATIONS. .4. ALLFILLS WITHIN PUBLIC RIGHT-OF-WAYS' AND EASEMENTS SHALL, BE ENGINEERED. ADDITIONALLY, ANY ( ) FILLS OUTSIDE OF PUBLIC RIGHT-OF-WAYS WHICH ARE OVER 2 FEET IN DEPTH SHALL BE ENGINEERED. WET WEATHER EROSION CONTROL MEASURES SHALL BE PER THE CITY OF TIGARD STANDARDS. 73. BEDDING AND BACKFILL.. ALL PIPES SHALL BE BEDDED WITH A MINIMUM OF 6 INCHES OF 3 4" MINUS ENGINEERED FILLS SHALL_ BE CONSTRUCTED IN 6" LIFTS. EACH UFT SHALL BE COMPACTED TO 95X OF / THE MAXIMUM DRY DENSITY PER AASHM T-180 TEST ME1Ti0D (MO(;IFlED PROCTOR). 45. NO IMPERVIOUS SURFACES SHALL. BE WASHED. ALL IMPERMOUS SURFACES SHALL BE BE VACUUM SWEPT. CRUSHED ROCK BEDDING AND BACKFILLED WITH -OMPACTED 3/4" MINUS CRUSHED ROOK IN THE PIPE ZONE (CRUSHED ROCK SHALL EXTEND A MINIA'UM OF 12 INCHES OVER THE TOP OF THE PIPE IN ALL ' 25. UNLESS OTHERWISE SHOWN Old THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL. FINISH CASES). CRUSHED ROCK TRENCH BACKFILL SHALT_ BE USED UNDER ALL IMPROVED AREAS, INCLUDING z o a GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. FINISH PAVEMENT GRADES AT TRANSITION TO SIDEWALKS, AS NOTED IN THE PIPE BEDDING AND BACKFILL DETAIL. EXlSTINa PAVEMENT SHALL MA t•CH EXISTING PAVEMENT GRADES OR Bf FEATHERED PAST JOINT'S WITH 74. CONTRACTOR SHALL ARRANGE FOR AND PAY ALL COST V-' � � � EXISTING PAVEMENT AS REQUIRED TO PROVIDE A SMOOTH, FREE DRAINING SURFACE. S f0 ABANDON EXISTING SEWER AND WATER w w 4 AM KWA"M U71J S SERVICES NOT SCHEDULED TO REMAIN IN SERVICE. a 3 2 � 26. CRUSHED R(� SHALL CONFORM TO THE REQUIREMENTS OF SECTION X12630 (BASE AGGREGATE) OSHA �....� a 5 Vr - STANDARD SPECIFICATIONS. COMPACT TO 95% OF THE MAXIMUM DRY DENSITY PER AASHTO T--1190 TEST 46. UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR APPROVED BY JURISDIc nON HIVING AUTHORITY, ALL 75. ALL F'PED UTILITIES ABANDONED IN PLACE SHALL. HAVE ALL OPENINGS CLOSED WITH CONCRETE PLUGS 2 � WITH A MINIMUM LENGTH EQUAL_ TO 2 TIMES •THE DIAMETER OF THE ABANDONED PIPE, V) METHOD (MMFILD PROCTOR). WRITTEN COMPACTION TEST RESULTS :BUST BE RECEIVED BY THE CITY A NEW PRIVATE UTILITIES (POWER, CABLE TV, TELEPHONE AND GAS) SHALL BE INSTALLED UNDERGROUND. MINIMUM OF 1 WORKING DAY PRIOR TO PLACING A.C, PAVEMENT. INSTALLATION OF PRIVATE UTILITIES IN A COMMON TRENCH WITH WATER, SANITARY SEWER OR STORM SEWER IS PROHIBITED. 76. _ CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL in, 0, a 27. A.C. PAVEMENT SHALL CONFORM TO SECTION 00745 ASPHALT CONCRETE PAVEMENT OSHD STANDARD U1ILITY PIPING IN ACCORDANCE WITH CITE CONSTRUCTION SPECIFICATIONS. o c% o E COMPACTED TO A MINIMUM OF 91% 47. CONTRACTOR SHALL COORDINATE WITH POWER, TELEPHONE, GAS AND ('ABLE TV C(JIfrIPANY FOR LOCATION _ vt co I 1 SPECIFICATIONS FOR STANDARD DUTY MIX. A.C. PAVEMENT SHALL 8 77. DETECTABLE OR NON--r1ETECTABLf: ACID AND ALKALI RESISTANT SAFETY WARNING TAPE SHALL BE o a 4 , OF MAXIMUM DENSITY AS DETERMINED BY THE RICE: STANDARD METHOD. OF VAULTS, PEDESTALS, ETC. ALL ABOVE-GRADE FACILITIES SHALL BE COORDINATED WITH ARCHITECT ! o AND OWNER PRIOR TO PLACEMENT. PROVIDED ALONG THE BULL LENGTH OF ALL SANITARY SEWER AND STORM DRAIN SERVICE LATERALS AND 04 I T 28, THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING All CATCH BASINS C9_EANOUTS, ALONG ALL WATER, SANITARY SEWER AND STORM DRAIN MAINLINE SEGMENTS NOT LOCATED UNDER o r tO VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTI%' AND SIDEWALKS OR PAVED PORTIONS OF PUBLIC STREETS. UNDERGROUND WARNING TAPE SHALL BE N1 N s S .x.11 GRADE. STORM DRAIN 48. POWER, TELEPHONE AND TV TRENCHING AND CONDUITS SHALL HE INSTALLED PER UTILITY COMPANY E atn FILL F �' CONTINUOUS THE ENTIRE LENGTH OF SERVICE LATERALS INSTALLED FROM THE MAINLINE TO THE BACK TO 0 INLET TRUCTIJRES SHALL 8E ADJ? ..:.TER FLOWS INTO THE STRUCTURE WA.•;CIJT PONDING. REQUIREMENTS) WITH PULL WIRF. CONTRACTOR SHALL VERIFY WITH UTILITY COMPANY FOR SITE AND TYPE END OF STUB. SHEET OF CONDUIT PRIOR TO CONSTRUCTION. ALL CHANGES IN DIRECTION OF UTILITY CONDUIT RUNS SHALL. ALL EXISTING OR CONSTRUCTED MANHOLES. CXE/1NOUTS. MONUMENT'S, GAS VALVES. WATER Vl1L:'E$ AND HAVE LONG RADIUS STEEL EMENDS. SIMILAR STRUCTURES SHALL BE ADJUS70 TO MATCH FINISH GLADE OF THE PAVEMENT, SIDEWALK, ao r'ac,tic i tw 13-1010 C102 0 4 AREA OR M WAN STRIP WHE" THEY �• 49. C04TRACTOR SHALL NOTIFY AND COORDINATE WITH PRIVATE UTILITIES PRIOR T y To CONSTRUCTION. �rl2uus-0000 I 108 N0. of 6 1739-001 r1 0 173901 C 102.DWC .. .. .' �, IYrkiWilR• :'., - ,.. .. .... -.. .. ANFq•°t'x,h►wpw.�.... ..,.r4pr+nv'.t+MMt'WIY,.irvY. mnaw.la�•ga+d+A _, .,,.k.._. i iIIi (III III! II.i , If II IIIIItIII II s1 ylwu u LERV STRIP Cm. , ( I ,'II�IIIi �I�IIII'I Illll,lli (III II I II;IIlil1 111111111 tllllllll li!IIIII! 111!111 I�IIII IV III 1 I I It II 1 It Illi Illi i I i I II !1 I , Il I I + � I t3 1�4 Ile ,? le t1) o , I row I O 1 t I',Z 2Z 23 2l4 25 rig 30 it JV �'�v ,„ , � i S'",�; d�tyr`,4ray.,� t, f k t, ' �1• .v i, t I r 1 S p8 t V I „ 7 , I ,• :; . .. + fs 0w w c , y 5 v ..�__._.. .�,.- _.. ..�.�.�.�. �� ..-P--- --„'�'•-,•s..-eR^-••.*r-,,,,•,.,��,�,,,+F r� _�... -w.•,,s aq. .,...-a-,- _ ., ... ...�.-_. a.y....,nP•n�----,.r�,..o•. ,...-•-�.=..rns, qn••v-a. F.-...-•�.•.m..r:,,•.. b u .� V �b w O STORM DRAM- _ - -- - - -'- V� SAWTARY SEWERS � - _ '-�`j--}- 1. STORM DRAIN PIPE SHALL BE 'THE FOLLCYMNG UNLESS OTHERWISE • i ERWASE SHOIMd ON THE PLANS: 11. ALL SANITARY SERVICE LATERAL CONNECTIONS ARE TO BE TEES WHEN CONNECTING TO A PUBLIC SEWER LINE AND WYES WHEN CONNECTING TO A, PRIVATE SEWER LINE. ` __ -�T' _ - A. PUBUC tti _ _ .. 1�• I. CLASS 2 OR 4 REINFORCED CONCRETE CONFORMING TO A.S.T.M. C-14; OR 12. MAINTAIN MINIMUM 10 FOOT HORIZONTAL CLEAR DISTANCE BETWEEN WATER AND SANITARY r� r� i. II. CLASS 3 OR 4 REINFORCED CONCRETE CONFORMING TO A.S.T.M. C--76; OR SEWER I INES EXCEPT AT CROSSINGS. VERTICAL SEPARATION SHALL BE A MINIMUM OF 18 `j _ - _ j� I III. PVC CONFORMING TO A.S.T.M. D-3034 (SDR 35); AND D2729 INCHES T �' c 5 CLEAR DIS ANNE WNHER� WATER IN S CROSS OVER SANITARY SEWER LINE... PVC I �. B. PRIVATE C-900 PIPE SHALL BE USED 10 FEET ON EITHER SIDE OF THE CROSSING WHEN THE CLEAR ► -' ' 'r - T W.-A f .r t I. PVC CONFORMING 10 A.S.T.M. D-3034 (SDR 35); AND D2729 DISTANCE BETWEEN THE WATER IJNE AND SANITARY SEWER LINE IS LESS THAN 18 INCHES. �� / •��- �' I I 13. ALL SEWER SERVICE LATERALS SHALL BE INSTALLED TO A POINT 5 FEET FROM THE BUILDING. a ♦ a 2. CONCRETE AND PVC PIPE SHALL BE LAID WITH RUBBER RING JOINTS. ALL STORM PIF'F JOINTS THE MINIMUM GRADE FOR LATERALS SHALL BE 2.0 X. TO BE WATER TIGHT. � , ,-. -_.� .__,.._ T- -., � •-• - ..,� �..- .-- ! i ! 3. MINIMUM CQVFR ON STORM LINES IS 36" FROM THE TOP OF THE PIPE TO FINISH GRACE. W BACKFILL MUST BE COMPACTED TO A DENSITY OF IN IMPROVED OR STRUCTURAL FILL 14. THE LOCATION AND/OR STATIONING AND THE VERTICAL DISTANCE FROM THE GROUND SURFACE0: zG c 8sp �� '• = a- • ! •9 ' I I AREAS. MINIMUM COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREAS IS 90X. PIPE WITH TO THE INVERT ELEVATION OF ALL SEWER SERVICE LATERALS SHALL BE RECORDED BY THE U v� 1 I LESS THAN I.5 OF COVER SHALL BE DUCTILE IRON. COMPACTION IS TO BE PER AASHTO CONTRACTOR AND PROVIDED TO THE ENGINEER. �� M I.' / , / 1 I T-180. LINES WITH LESS THAN 36" COVER SHALL BE PROVIDED NTH A CONCRETE CAP, OR M SHALL BE RCP PER PLANS. " 'tea I I 15. MINIMUM COVER ON PUBLIC SANITARY SEWER LINES IS 60 FROM THE TOP OF THE PIPE TO rte► a.+F • ` _ FINISHED GRADE. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THA-N 95% N/ ABA 'VOL D ��2'_UI w --`�� L 4. THE LOCATION AND/OR STATIONING AND -THE VERTICAL DISTANCE FROM THE GROUND SURFACE IMPROVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN UNPAVED, NON STRUCTURAL. TO THE INVERT ELEVATION OF ALL STORM DRAIN LATERALS SHALL BE RECORDED BY THE FILL AREAS IS 90X COMPACTION IS TO BE PER AASHTO T-'i30. MAXIMUM COMPACTION LEST �.XI ilti;, ! IPFS1 C?!�!F � � l i I` CONTRACTOR AND PROVIDED TO THE ENGINEER. i � • _• _ SPACING OVER PUBLIC SANITARY LINES IS 150'. 5. REQUIREMENTS. CONTRACTOR SHALL USE UNIFORM PIPE MATERIAL. ON EACH PIPE RUN 16. SANITARY SEWER PIPE SHALL 9E THE FOLLOWING, UNLESS OTHERWISE SHOWN ON THE PLANS: RIM- ? .01 - \ I BETWEEN STRUCTURES UNLESS OTHERWISE DIRECTED OR APPROVED. JOINTED HDPE PIPE ♦,.L� , � BETWEEN 1 SHALL NOT 8E USED FOR SLOPES EXCEEDING TEN PERCENT (10X). 80. A. PUBLIC r • ' E' ��'�I�Adt' �� ( r I. CLASS 2 OR 4 REINFORCED CONCRETE CONFORMING TO A.S.T.M. C-14; OR '�•�'�F?�il'lE I -{III I 6. CATCH BASINS AND JUNCTION BOXES SHALL BE SET SQUARE NTH BUILDINGS OR WITH THE II. CLASS 3 OR 4 REINFORCED CONCRETE CONFORMING TO A.S.T.M. C-16. OR EDGE OF THE PARKIN ! I :J511NG 5 .. I I ` G LOT OR STREET WHEREIN ..,F_Y LIE. STORM DRAIN INLET STRUCTURES III. PVC CONFORMING TO A.S.T.M. D-3034 (SDR 35); AND D2729 I + l AND RAVING SHALL BE ADJl1STED SO WATEI? FLOWS INTO THE STRUCTURE WITHOUT PONDING ` SIDEWALKWATER I . `•d �--. _1:1 . _ B. PRIVATE X321qw I II 1. PVC ASTM 3034 f \ 0' ® GO ��, - T r +`'�, ! I 7. UNLESS OTHERWISE APPROVZD BY THE CITY ENGINEER OR HIS AUTHORIZED REP., ALL STORM f •. ..I ` I I` DRAIN CONNECTIONS SHALL BE BY MANUFACTURED TEES OR SADDLES. 17. DRILLING EXISTING MANHOLE STRUCTURE. USE OF PNEUMATIC JACKHAMMERS SHALL BE rPROHIBITED. CONNECTIONS TO BE WATERTIGHT AND SHALL PROVIDE A SMOOTH FLOW INTO AND I� - Qy I 8. UNLESS OTHERWASE 'SHOWN OR DIRECTED, INSTALL STORM DRAIN PIP-. IN ACCORDANCE WITH THROUGH THE MANHOLE. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT T001_S M41CH WILL NOT '""9"E„UET 02 II MANUFACTURERS INSTALLATION GUIDELINES. DAMAGE OR CRACK THE MANHOLE BASE MAY BE USED TO SHAPL CHANNELS OR ENLARGE �' / 1001"--, DETOAI R I I 9. CLEANING. PRIOR TO MANDREL_ TESTING OR FINAL ACCEPTANCE, FLUSH AND CLEAN ALL EXISTING OPENINGS IF AUTHORIZED BY THE CITY ENGINEER. 1 SEWERS, AND REMOVE ALL FOREIGN MATERIAL FROM THE MAINLINES, MANHOLES AND CATCH 18. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE SANITARY SEWER PIPES BY Z (-' I CO I ` 1 I ! •- ! BASINS. PULLING AN APPROVED MANDREL- THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH 0 Z NEW SHERWIN WILLIAMS STORE i \ EXISTT G i � I COMPACTION. THE DIAMETER OF THE MANDREL SHALL. BE 95% OF THE INITIAL PIPE DIAMETER. W (� Q • WATEf LINE 1 1J t 10. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE STORM DRAIN PIPES BY P!.ILLING TEST SHALL BE CONDUCTED NOT MORE THAN 30 DAYS AFTER 114E TRENCH BACKFILLING AND W i --� ~-- AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLJ_01MNG TRENCH COMPACTION. COMPACTION HAS BEEN COMPLETED. T.V. INSPECTION REQUIRED. � a THE DIAMETER OF THE MANDREL SHALL BE 95X OF THE INITIAL PIPE DIAMETER. TEST SHALL p 6 ! r �) I BE CONDUCTED NOT MORE THAN 30 DAYS AFTER THE TRENCH BACK FILUNG AND COMPACTION 0 11 �� •....I - �_ 23a- 5 , ! ! I HAS BEEN COMPLETED. w WA1ER LINES [� .- I 1 19. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 36 INCHES OF' COVER TO FINISH GRADE. DEFLECT WATER MAIN AND SERVICES UNDER OTHER UTILITIES AS REQUIRED TO MAINTAINED C� s 4 ► aw .-._J �.=- +. -P---.- ,�---,-• v -� --�: -- MINIMUM COVER. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% ON UPPER 3 FEET G .. . ! ♦ •t � •, �• - fir •• � � . � . ri , a h • '� a V ' ^ ? 7 ••A ' ' 4 , I I I • ( r -' a '. ,t d ' . a o •. a v , _`, a �� AND 90% BELOW 3 FEET. MINIMUM COMPACTION IN UNPAVED NON-STRUCTURAL FILL AREAS IS ., F-- - 3 8 �j i 85X. COMPACTION IS TO BE PER AASHTO T-180. MAXIMUM COMPACTION TEST SPACING OVER �• f °s'"Q11 SLOW SEYCH 70 PUBLIC WATER LINES IS 150 FEET. I'' ••( \ ,,2 I ! �. wl11oo1►orPlt�wrvr: ��• � M ! 20. ALL TYLES, BENDS AND ENDS OF WATER LINES SHALL BE BLOCKED WITH POURED IN PLACE CONCRETE THRUST BLOCKS IN ACCORDANCE WITH THE STANDARD IIARUST BLOCK DETAIL. i 2 ! 21. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED AND CHLORINATED. POTABLE WATER TEST SHALL BE APPROVED BY THE OREGON STATE HEALTH DEPARTMENT AND CITY OF WILSONVILLE `ter �I -.. rCON PRIOR TO ANY METERED SERVICE HOOKUP. BLOWOFF AS REQUIRED AT THE END OF WATERLINE I Q)UiT SCHEDULE C-„�i X23 Cx 0 I `� II PE CAM FOR FLUSHING, TESTING AND CHLORINATION. WATER LINES SHALL BE PRESSURE TESTED PER 4'-- I ! o> otT.S. AWWA C-600 AS LISTED BY APWA WATER LINE DISINFECTION SHALL CONFORM TO AWWA\�S G� 9 CI I WIMP (�.I1MP ��L C-601 AND CITY OF WILSONVTLLE REQUIREMENTS. LLj •,� 1 I ` I I I r ; ! UMMg BAN MEIN ��- 22. CITY PERSONELL TO OPERATE ALL VALVES, INCLUDING FIRE HYDRAN 1'S, ON EXISTING PUBLIC � J��S S MAINS. . - •. •♦,~ •�. ' h -,� / ' I s!_DI - 0 •.:� 23. ALL VALVES SHALL BE FLANGED CONNECTED PER CITY OF TIGARD STANDARDS. EXTENSION STEMS SHALL EXTEND TO WITHIN EIGHTEEN (18) INCHES OF THE FINISHED GROUND SURFACE iawa RA_ AND SHAD_ BE PROVIDED WITH SPACERS WHICH WILL CENTER THE STEM IN THE VALVE BOX. +/2" KLi Tgf+P1Np coNc AMW �R s -- I �) -' I PIU" s_+4 d'6 f fA 24. UNLESS OTriERWMSE NOTED, WATER SER��CE PIPE ON THE PRIVATE SIDE OF THE METER SHALL OR ��_ WIN BE SCHEDULE 40 PVC.STANUM ,� to g � , I , ; : 4otT 12, 'D ^c �a 25. DOMESTIC AND FIRE BACK FLOW PREVENTION DEVICES AND VAULTS SHALL CONFORM TO \ ,�, o REQUIREMENTS OF PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. D1 c' � � '1Pli a e` � U r • TEE r r w N `0 GRAPHIC SCALE �y WITH CLEAN ,♦- 26. THE WORK SHALL BE PERFORMED IN A MANNER DESIGNATED TO MAINTAIN WATER SERVICE_ TO w w w w► U 1 L 1 P OUT CAP" BUILDINGS SUPPLIED FROM THE EX!STTNG WATERLINES. IN NO CASE SHALL SERVICE TO ANY y' w MAIN LINE OR BUILDING BE INTERRUPTED FOR MORE THAN FOUR (4) HOURS IN ANY ONE DAY. s�� s w CONTRACTOR SHALL NOTIFY THE CITY AND ALL AFFECTED RESIDENTS AND BUSINESSES A w IN SET MINIMUM OF 72 BUSINESS HOURS (3 BUSINESS DAYS) PRIOR TO ANY INTERRUPTION OF I IN _ ZO FT A A SERVICE. 111001111101111111 WMW � "AM M[PIN TO K ISMMM P MY 27, SANITARY SEWER do WATERLINE CROSSINGS. WHERE SANITARY SEWER LINES CROFT, ABOVE OR °nv wa IM 11111D' WITHIN 13-INCHES VERTICAL SEPARA11ON BELOW A WATERLINE SEWER MAINS AND/OR PARTITION � M LATERALS SHALL BE REPLACED WITH C900 PVC PIPE (DR 18) SAT THE CROSSING IN N N L:;: ATTACHMENT VIM a" a� CONFORMANCE WITH OAR 333. CENTER ONE FULL LENGTH OF AWWi C-900 PIPE AT POINT OF � w CONTRACTOR SHALL GROUT BASE s�rWON S7M 21 AtIIIIIIIIIIIIIN GRJS "NG. CONNECT TO EXISTING SEWER LINES WI1T-I APPROVED RUBBER COUPLINGS. OF MANHOLE AROUND 6" PIPE TO �'"°AW SWARM PROPERLY DIRECT WASTE FLOW 7 r ANDUM 28. FIRE HYDRANTS SHALL BE LOCATED TO PROVIDE A MINIMUM CLEAR DISTANCE OF 24 INCHES J J w NMw�OItE NMt1 BETWEEN PORTS AND FACE OF CURB. _ n JCTM NOTES 2429. ALL. PUBLIC WATER VALVES AND BOXES TO BE 18" MINIMUM FROM FACE OF CURB.CONSTR Now j EXIST WATERLINE TO BE ABANDONED BY WATER DEPA;4TMENT AU E SIMMA �s � gnaw I O t" WATERMETER INSTALLED BY CITY; CONTRACTOR TO 'COORDINATE. MD F AW%MKM MMURVAUT OF OF sp�M - - w Iz F i • • - '"'"""`�e L1"'I"1° "10` 0/O11 "0i Oun = EXISTING PROPOSED EXISTING PROPOSED � � �' cc ® INSTALL 1 DOUBLE CHECK BACKFLOW PREVENTOR. SEE DETAILS SHEET. -- � � v 4 so LF 1" WATER SERVICE LINE SANITARY SEWER PERMANENT wv U W Q FLOW MONITOR DETAILSsirvirLWATER VALVE �v SPRINKLER VALVE W a O INSTALL 45' BEND (MANHOLE CONDUIT INSTALLATION) A_ � � " 5 d 133 +F. r6" PVC, 3X -- R=VSF' 0?-D3 ��i"rb�' CATCH BASIN o CLEANOUT Yd»�D Q MANHOLE 0DECIDI�p'y EE a w a7 EXIST FIRE HYDRANT LOCATION o MAILS a r e n c e - , cr E� WATER METLR ® � __ CONINECT Tj EXIST WATERLINE, HOTTAP nl cv A �)1 t j rt p f t r,i o Q FIRE HYDRANT GAS VALVE �,{'r N o09 GUY WARE pONNECT 1O EXIST SANITARY MANHOLE E- �I TELEPHONE RISER � M � RIM•231.28 l L0 JE IN 6" (NW) 204.53 EXIST fa POWER RISER 11 SIGN N 0 IE IN 6" (W') 225.45 PROPOSED 9 GAS METER ® COLUMN � IE OUT 6" (NE) 204.31 EXIST SHEET �,, SEE MODWIED DETAIL #695. THIS SHEET FOR CONNECTION INFORMATION. BOLLARD =-�� STORM LINE 00 �-� LIGHTPCLE SANITARY UNE 0301 101) J08 N0. �� SIi2005 IN)(ll)1,1111 1739'Oo I - N 3 of 6 I7390IC301.0wo , • x!41. ---'--'^^•-.w..M*MMt„eMi.+�•r•w.�....glwwn..w. _.•._ -. _.... ,. 7111111111111115111111,lii�iiil'iiii iliitllll Iln ' > I r tllnlltu111 t II i I liijini ►iiij�lii Itliji�i`iiiiliuirnlluu 77� LEOi81lRY STRIP �m� � ' � ' � ' '� t � l � ! � I 1 1 I 1 1 ► I I �0��.�e+. 0 f 1 12 13 14 18 1 18 10 21 22 23 24 2!5 28 27 2�9 219 1SIO tl f' art • , .f.-�_ 91ir@�.I..s_.-seas...... .....�..�,._._._._'. _'.-.•, -_-.._._.r•��i - -. ,. _... _ �. 1 ij r,p linemen— L - METAL METAL GRATE ��✓�" / �. :-- - ..._ . _ -- =— - ` I I �� J I CAST IRON PIPE I SLEEVE CONNECTOR STALL CO2 IE=228.8) ; - I I PROVIDED BY MFR. 0 IMI' or-11111kir-1w O_ I r � I r� 41 IOU TRASH ENCLOSURE INSTALL AREA f RAIW,0234-.Oft I SEE DETAIL_ THIS SHEETS 4, + I ! CLEAN OUT I PIPE SIZE H �c V v JR �► , I IE AS CALLED �-- BAFFLE ra OUT ON PLAN \`-- V-0" SQUARE SHEET 1 I I I METAL CATCH BASIN -- DEPTH AS p � REQUIRED. COAT WITH ASPHALT w [ ►� �� ! !�II 1� I 1 ; �! I i ,'' I n �: �- ! ,ti _ CO I 1 I + I \ EMULSION INSIDE AND OUT. AS �► cy :°� L 1- , I PAN WALL TO BE 10 GA. �• � ;� /�� GRAPHIC SCALE � �i� a , �� a�� i-�-�"V� ro • w ��s s �� eC 'jet USE D.I. PIPE UNTIL 18' BELOW J, 1 of tt'll.• p GRAD±_. ��' p ®, AREA DRAIN SECTION REINFORCING BARS WITH J MHMUM 6- OVERLAP RADIAL FLOW 6' OUTLET ( IN FEET ) SCALE: N.T.S. FOR PERINF_�R SLAB CARTRIDGE PIPE STUB (SM) (BY CONTRACTOR) --- t !N - t0 FT Q - --- - - ---- -�. ----- �..1� W 8' INLET PIPE FROM n STORM FILTER FRAME AND COVER �• MARKED 'DRAIN' W/ W �. LONING BOLTS SEE K,CRS _ a HALF ROUND STD. GALV. STEPS/ ' DWGS. 49 & 5C J EFFLUENT BAFFLE 24 ACCESS LADDER (4 LOCATIONS) \ MIN. 12 GA. GALV. A SEE KCRS DWG. 39 --- a STEEL FASTENED 7 V I W/5/8' DIA. EXPANSION •-s• NOTE: I �- J ANCHORS O 12' O.C. _ LADDER LOCATIONS _ ORIFICE LOCATIONS z a ® 8 TO ALLOW ACCESS i° � O Z STRUCTURE S FULL r 1 v OF WATER I T I w _ __ -- L 12' TO DETENTION PIR i I O Z (T EYE _�_._�_ �__ _.�� _ d ` 6' OUTLET PIPE N J 1-4`- -ORIFICE (DIA. 1.5 ) � � W -INLET PIPE f` 6' OUTLET PIPE SOLID LIQ INLET GRATE B STUB ORIFICE LOCATIONS r ORIFICE (DIA. 1.8 ) � = W LA � I .� Q Q --- 6' OUTLET PIPE s r ^ CATCH BASIN STORMFILTER _ PLAN VIEW 36" DETENTION PIPE J 0 O SECTION A-A SECTION B-B � �.._. Z SCALE: N.T.S. ._ Q PLAN VIEW SCALE: N.T.S. SCALE: N.T.S. PERIMETER SLAB OVERFLOW WEIR CREST SCALE: N.T.S. � },, 3.000 PSI CONCRETE INSIDE RIM INSIDE RIM (BY CONTRACTOR) 2'-4' 2'-4' I SiRicnxE � i Q ',. The 9TORKWATKR MANAGMaN T .brmfflterOf U.S. PATENT No. 6,922,629, W No. 5.707.527, No. 6.027.669. w� No. 5.624,576, AND OTHER U.S. L GENERAL NOTES AND POREIGN PATENTS PENDING A Q 3-9 / 1. STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800/548-4667). 6' OUTLET PIPE 2• CATCH BASIN MUST BE SET LEVEL. STUB 3• EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. -- 4• FLEXIBLE COUPLING TO BE USED AT INLET AND OUTLET. FERNCO OR ENGINEER APPROVED. INLET/OUTLET S, PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. d� y FILTER CHAMBER CHAMBER CLEANOUT OPENING IN O\ IOW WEIR CONNECT RAIN DRAINS STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAIN'rENANCE rn z n 2"--2 1 2' 6. MANUAL FOR DETAILS. to (SEE ARCHITECTURAL PLANS) _ ,, -- 7. CATCH BASIN STORMFILTER STRUCTURAL SPECIFICATIONS: in W n- CATCH BASIN STORMFILTER -- SECTION A--A CO#2 Co LOAD RATING: 20,000 LB. � , ,uj RIM=233.2± MH/« CONS'RUCTION: 1/4 STEEL PLATE fsiP SCALE: N.T.Va -- RIM=232:2% RIM-230.75 RIM-230.90 COATING: CORROSION RESISTANT, ALL SURFACES �' w UNIT WEIGHT: 650 LB. INLET GRATE: DUCTILE IRON I=anus on 1w Pa" I or PERIMETER SLAB: REQUIRED "K"w M s `(nj W gD I 228.a5 a - of 2-#4 REINFORCING BARSm z (BY C%ITRACTOR) ® 141 LF 6s PyC 228.45 1.5' ORIFIGE MIN S.O. 228.37 ELEV=225.79 _ LO � — --- 8.00 � 1.8' ORIFICE TER �p,0j�6' p�C ELEV=224.70 00 in In C4 8 er CONC. STRADDLE BLOCK- z I o 35.0 LF OF 36' HOPE (SEE DETAILS SHEET) OWRFLOW S-0.0050 --� v w a o N 5 & WEIR WITH W R o CLEANOUT . 222,50 ,; OUTLET '� 4,5 LF OF 6' P , o in OU LLE r - � 36" X 12" FLAT 5=0.2487 � � � PLATE FcEDUCER t 0 0 0 224.10 to of a CCA TO I. BASIN S'I ORMFILTER - SECTION B-�3 CONNECT TO EXISTING I M i -......�... C 1 SME: N.47. SCALE: N.T.S. 30' CONC. PIPE 5 'O u,) IE=213.92 N O (INSERT-A-TEE) SHEET SINGLE 'DMH BEAM TM DUAL. 2 '00 Pacific I1��) i y-w . C302 Si,r2005-06()(1114 of'6 Joe NO. 1739�-041i 17390!Cin[)WG � ;K�'W '"Y '�Yt-4Aym�F#M1' -,fir,.yr„y. ....{ p.•2�.y,,: ........_,..<.,.r..arw.r,.—a. e � Y8T CSI H{Illlli�111111111+11illtl!lllllr�9!II'lffl�'ill'ti{II11i�i111�11ilhll l!!{�Iill�}IIIJIUiIllil�ll Iltiill� 11 lilll{III�I111�!lll��iil�llll�l 'Inllll I!i! ILII Illy II iNl'lili 11111111! ill7�ilff 1.:.�i �' {;,: j 1 1 ;i 'I. i li ii 10 • .t ce IO 1 1 I.� 13 I4 1 loll 1�3 ILO 2110 2�1 22 2�3 PId 1 28 28 i 2i7 128 ( ^�I9 30 sit JAI { A. _,_ 00 rn,..,.., .... .,.. ..;�_�. ... :.r. ,.� ... a ,, r � ,. , r .. - ... 719-2 4 ,a� � x LOT TO BE w _ < SERVED V $ Z n WATER METER , � 1 PLAN '��-: •;-�;- . . , �. . ' PROPERTY UNE 4AETER Box 3000 PSI ♦ w ,n COMPRESSIVE STRENGTH . _1 r�`• �. 'c DOUBLE CHECK CONC. THRUST BLOCK s�' 1 .� r� 'e = 1" UNION EACH SIDE VALVE ASSEMBLYUNDISTURBED , ~w•f �� d 4 1 -0 EARTH BEARING AAr • R - -' ON BOTH SIDES OF PIPE: o $► (CONCRETE MENTIONS _ - TIE RODS WHEN �0 �oaiD MINIMUMS - SECTION REQUIRED AS PER ,o REFER TO DRAWING NO. 56 MANUFACTURERS a4 PROPERTY UNE IMlD LOT t� - -- - 12 - 18 FOR BEARING DATA) RECOMMENDATIONS �■� a:: NUMBERS MARKED IN WHITE PAINT ON FACE OF CURB ~ --- (SEE NOTE 1) - ---ism TAPPED 2" PLAN WA,'ER METER ;ti f PLUG. CAP • ' OR OTHER '•'` FITTINGS AS - ---- / � REQUIRED - 6'--6' '��•� . CRUSHED ROCK BASE - •' } ELEVATION •�'' �~ _ __ BOX SPECIFICATIONS • •� DEVICE SIZE BOX TYPE .ti *�j��•� CUSTOMER SIDE � RETAINER GLAND-- '•• -' 3/4 - 1 BROOKS #1419 SERIES OR EQUAL DITCH LINE --..11 1/2' - 2" CARSON 17300 P15L OR EOIJAL 2'-0' 4'-0" ELEVATION - MIN. MIN. MAX. SCE PLUMBING CODE NOTES: jr;,je..r FOR DEPTH OF COVER INSTALLATION SHOWN IS ONLY A SUGGESTION. PLAN �.� Z I. SURVEYOR TO INSTALL TEMPORARY 1. DOUBLE CHECK TO BE LOCATED DIRECTLY ,JEHIND WATER METER. RETAINER GLANDIS) W 0 HUB AND GUARD STAKE OR "ter QUANTITY BASSO ON PIPE SIZE GUARDSTAKE AT LOT UNE FOR - -' 2. BRASS, STAINLESS. OR PLASTIC PLUGS TO BE INSTALLED IN TES( STRADDLE BLOCKS TO BE USED AT: METER INSTALLATION. COCKS IF BELOW GROUND INSTALLATION. ch .j I. END OF UNE BLOW OFFS 0 Q 2. INSTALLED BY CiTY OF 71GA!Qn METER 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE. FREEZE PROTECTION. 2. BUND TEES --ANGLE STOP AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 3, BLIND CROSSES d --TYPE K SOFT FOR INSTALLATION. LAJ COPPER TUBING Q NO ScAir ws.orm.r Na SCALE .w w, AsusrM F. r'-OM No �E Aouf'TM P. DUEl1A3 _ °au Wft"T ar,,srM, 3/4" & 1" DM No. 000Mmwa DWARr is rr ""�.-- DOUBLE CHECK DWG No. �;& r STRADDLE BLOCK --•--� 1- ��s u wMt a�a tA=ae wu WA an r��r ---- DWG. Na. 1111011111, C" as TaoA� ':� _ wrra1 ,... WATER SERVICE 520 an or- noAsc " o MAW IM - ASSEMBLY 530 t... r_.._ CITY ar Y1oARo 5 6 �wsaw►Mw �� Lwow►as �rllwen �ft as PART 1 GENERAL � CATCH i"STEEL B ASIN STORMFILTER SPECIFICATIONS � 1.1 SE. riA INCLUDES The CSF Leof media shall h',>>e a bulk density ranging from 40 to 50 ..etch Basin StormFitter D. Backfill: Shall 6e 3/4--inch minus rock cr as otherwise apocified in the Ib/ft3 and particle sizes ran, i" from 0.05 to 0.50 inches. Maximum level general technical specifications. 1.2 RELATED SECTIONS of dust for filter media shall be defined as: media passing through a US Standard Sieve #4 shall have no more than iOX (by mass of dry media) PART 3 EXECUTION NA passing a US Standard Sieve 145. 3.1 STEEL CATCH BASIN 1.3 SUBMITTALS 3. Zeolite Medio: Zeolite media shall be made of naturally occurring clinoptilolite, which has a geological structure of potassium-calcium-sodium A. Catch basin floor shall be aet level and plumb. --• A. Stormwater Manogement to submit shop drawing to contractor for aluminosilicate. B. Contractor shall prevent sediment and debris from entering the. filter DATA BLOCK approval. The zeolite media shall have a bulk density ranging from 44 to 50 ib/ft3, unit during construction. ONE-CARTRIDGE STEED v �n `4 B. Stcxmwoter Monogetment to submit Operation and Maintenance Manual to particle sizes ranging from 0.125 to 0.25 inches, and a cation exchange contractor if requested. capacity ranging from i.0 to 7.2 meq/g. C. Contractor shall rampac:t sub-base to flSX of maximum density or as CATCH BASIN STO R M E I LT E R �` � � �f'� �► otherwise specified by engineer. Ung :itable material below sub-grade shall ^ C be replaced as directed by engineer. LO c � Q PART 2 PRODUCTS 4. Iron-Infused Med:o: Iron-infused media shall be made from phenolic STRUCTURE CALLOUT ID WQ CB �, �� rosin miner with iron particles and polymerized to form open cellular foam. WATER QUALITY FLOW CFS _ 0.027 2.1 INTERNAL. COMPONENTS The stock materials must be free of debris with the iron particles being G. N` necessary,, the inlet chamber may be filled with clean water to assist - ---- �5,, � �T a CONVEYANCE FLOW CF5 In preventing flotation during construction until the structure is backfilled 0'27 non-reactive and non-greased. •W g RETURN PERIOD OF PEAK FLOW 25 YEAR A. All intemcal coriponents including PVC piping, filter cart s and filter and the concrete collar, is poured. w _r ( ) MEDIA TYPE ��„-4 AN ,K raprotrr a media (os specifis4 In the StorrnFilter data block) shall be provided b The iron-infused media shall have o bulk density ranging from 20 to 30 .chars�A.TNM i Aro Y E. Contractor shall compact backfill to 95X of maximum density or as RIM ELEVATION Am rem to w�MAM�iwr Stormwater Management Inc., 2035 NE Columbia Blvd.. Portland. OR 97211 Ib/ft3 and particles sizes ronging from 0.0 to 0.5 inches. otherwise specified by engineer. _ rraN" orfs�r o t+a rwr►tr (800/348--�1a87), (o►+aac: rrsr - s�ovr - �a7 _- I.E. DIAMETER nwrlrsou a�a --- 5. Piezted Fabric Insert: Pleated fabric insert shall be constructed with o INLET STUB- ' F. Catch basin outlet shad be connected to downstream and upstream, if OUTLET STUB -' NSA 6" cn v' w B. PVC Piping: NI internal PVC piping and fitti,.igs shall meet ASTIIII D1785. minimum of 75 sq-ft of fabric placed between. two aluminum e-•1 caps ( P with neo applicable) piping using a flexible-type coupling. prone gaskets. The overall dimensions of the insert shall -e 16.0 p g' CIRCLE CONFlGi1RAT10N: o w C. Filter Cartridge: O.D. x 11.5+' I.D. x 18,25' tail- The fabric shall meet the following G. Conc;r*te perimeter slab shall be constructed 1 foot wide and 6 inches ecifications: 110 pleats measuring 2.125' x 18.25'; 100X 3D PE/PET thick. Slab shall include two #4 rebor hoops with minimum 6-inch overlap OUTLET OUTLET JA 1. Cartridge bottom pan. inner ring, and hood *hall be constructed from u.component fiber, thickness of 19 mils; Mullen Burst of 96 psi; and ' ��' linear low-density PoWhylene. Cartridge screen shall consist of golvonized Coulter Parameter of 70 micron. at closure Allow 2'-inch vertical spacing between hoops and minir►ium ri 2-inch cicwrance from concrete surfaces. ,- �' 1* x 1/2" welded Miro fabric (16 gauge minimum) with a banded PVC (� �_. eaating. Ird""aI parts shall consist of PVC or AM pipe and fittings. 2.2 STEEL CATCH BASIN COMPONENTS 3.2 FILTER CARTRIDGE SlOwn-priming float rrhalt be constructed from linear low-density LAP i polyethylene. Outer filter fabric shall be 10 x 8.5 clear tiber+glass mesh. A. Steel Catch Basin: Catch basin shall be all welded steel construction. Catch Basin StormnIter shall be provided complete with cartridge(s) and Inner filter fabric Owl! be 10 x 19.5 clear R loss mesh over Enkamat INLET INLET �'g tabrtcuted from 1/4--inch steel. coated inside and out with asphaltic paint. cartridge media installed. o 7210 or woven polyethylene with a US Standard Sieve /20 opening size. All and rated for 20.000 Ib loadin c� a miscellaneaws scrwars. nuts, and fasteners shall be aluminum or stainless g 3.3 CLEANUP w ~ r st"• B. Catch Basin Grate: Cresting shall be ductile iron construction and rated OPTIONS (AVAILABLE AT EXTRA C04T): � Ci oc for 20.000 Ib loading. A. The proect site shall be clean and free of dirt and debris before runoff " Ln P. An qty j OUTLET STUB - OTHER THAN 9 DIAMETER v W w plate shop be supplied with each cartridge to restrict flow is allowed to anter the filter. Site work shall be in a complete condition an ® •t 3 a � rote to 15 qpm 'naxHmurre• C. Catch Barin Solid Ud: Solid iid shall be diamond-plate construction cp-.,moved b the engineer. The h „'-•- y ng project site includes any surface that a w with 2-inch angle support, all .Ides coated with asphaltic point, and rated contributes storm drainage to the system. ® INLET STUB 5 !) D. Filter Madia: Filter media shall be by Stormwater Management or for 20,000 Ib loading. Uj 6 foKerrrate. Filter media shall r onsist of one or more of the S. The inlet/outlet chomber and filter chomber(s) shall be free of ❑ OTHER: °� � 5; f vs spechlled ivy the Stc+rmFiiter data block: 2.3 CONTRACTOR-PROV1llED COr41r^O�IENTS construction debris arid sediment before the systor*r is placed in operation. ,n � 1. PertKe Media: Padtt,e media shall be mode of natural Miiceous vr*Ic�onic � + �• --- I- free of any Pw is or foreign r1 b er, The f ndect A. Concrete: Shall be 3000 psi, 28 day strenq:h, 3/4-inch round rock, C. Contractor shall remove the 4-inch temporary construction plug(s)s � a a oreiq po polite shall ham 4-inch slump maximum, Pkaced within 90 minutes of initial mixing, or as po ry P g( ) N 00 N o bcAk d"Oft r±arwing from 6.5 to 8.5 Ib/ft3 and particle sizes ranging between the inlet chc,nber and filter chombe s to from '3.06 to 0.50 othorwise specified in the general technical specifications. operation. r{ ) place the system in o N o N I 1 c_i 2• CSI' Leaf kledla: CSF Lsaf media shall be mode exclusivity of fallen B. R®bar, Shall most ASTM A-615M Grade 420 (60 ksi) or as otherwise D. The 4-inch cleanout plug in the overflow weir wall shall remain in place 61 WATER � - - U-1 d*x% makedde. FMtsr media shah be d*CWUOUN s a a 11- with ken than 59 by dry weight of� own specified in the ger►erol t�echnirol specifications. for proper operation of the system. MANAGEMENT ING. --- 0.501 f gkm cw plaleti'c contaminants. Media WmN be C. Sub-Rase: Shall br 6-inch minimum of 3/4-Inch minus rock or as SHEET the tkvw of lowtoloW otherwise specified in � / 12021-8 N.E. AIRPORT WAY. PORTLAND, OR 972, 0 CAnj general tschnYoal specifiaatilome END OF SECTION (503) 240-3343 FAX: (303) 240--9353 100 l'acitic wy 1_�ull O r SIT-2005-00001 JOB NO, 1739-00b (46 10 173901C40j.DwG y. 4, ,,..... •..,.:).�.. -,,r,;:,; ... '•. ;;;:,_, '- ,wttYw�-, .,rvwn►u>,. !CIIr1scN:.us, 3+±.w�Y}.^ .. .. ,., _.,,, '`�� _ IIII IIII lI11 IIII I Ii w .. • a•ns: C'T1I j I I l . � lulluuJ IHIuIIIlIIIIIIIIIII!IIJullllllull1111111!1 I I IIiI lull 11 nlllllll Illillnl Ilulu Ill�lllll �Inllll+ uillllll ilnlnlln�i� lltl �;�;I;III „r LEGNMJTY STRIP c i �, b I II 11 � I i ar ,;a • ,. O I I 12 13 14 IR 17 18 19 y0 21 22 23 24 25 28 27 28 29 30 ± q ±011l111lI rm •'T"01p. 1w t'k, �i�2 �i P ,: , ,� r`�pJ. 'S�,a'x^2•Y' 2ee f _.'M ,. .i.. ; '` 1 . 1 MdNI �` : 441L, hut (is y sill 'A : MI y ,. ._.,, § R',..r..'. s.;:.. s` ±it`d •'Y .. I b>$ , ' 1 y 77 9 1 2 A 7 5: nr I , i- - s i ,- .... . I n.+, .. -. .1. ..: .. .. _..A .»!A . .., YJ' 1 .Y. 13>,�kt T...,.... .. .. 11 . •W ..l.\ .. n.F' ":',. -, - _ 7 t, .... ii F:. ,I• 1. fir,_... � � r Y. -. ., 1,.. .E, ....,.d:. . v I ... .. .., ...: .,• It : JY,,1 + '.7 ,.: aJ,; .t,! ,-, ..� f'k�'y;� .�l•.:!'hy4-; x <-? �,.;. f: sr•.pY1 :,.ti ,r,� ':S y„ ,F"� ':'� , R''�jv*-b�'1�";�;. w''.±�i�4+YTX�r c,rti1.• UM1i:n'�,M'�:..':'�. - - . i 1 i n •d :.M 1 t FACE OF_ 11c;' Siu.� gt 4 WIDITH lie OF STREET 1"R I/ 'R CURB JOINT --. SFE NOTE 5 ROW 1-1/2" max. • O.GU70 ROAD no* s' MIN. � 1/2" NOM. _ • .4 2" OF 3/4"–W BASEROC( 1• COMPACTED SUBGRADE — !n RAI D 9LOCKOII•T 6'-0" VARIES _ 6'-0" _ • a • I /4� TYP. 5'-0' MIN. TYP. –'� \ r H �o PIPE WITH COUPLING r SIDEWALK ADJACENT TO CURB NO �, $0c Q CONCRETE CURB BIOSE COURSE S' MIN. ROW A N MAX _ CURB CUT do RAMP 1. CONCRETE8' o STRENGTH SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE _ -•�-- I TRAFFIC PRCVIDE TEXTURED SURFACE �• `A FLOW -- TO RAMP USING POLYETHYLENE 3000 PSI AT 28 DAYS. �� TEMPLATE FROM TENAX SENTRY- EXPANSION JOINTS %� ��f• � SECURA SAFETY FENCE. SEE C.O.T. Z A` TO BE: PROVIDED: w TRAFFIC STANDARD ADA RAMP DETAIL CURB. 1) AT EACH POINT OF TANGENCY OF THE 2. OF 3/4--0" BASEROpC FLOW EDGE OF WALK 2) AT EACH COLD .KAINT. COMPACTED SUBGRAOE I 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS. SIDE-WALK AWAY FROM CURB B- MATERIAL TO BE PRE-MOLDED. ASPHALT NOTES: PLAN VIEW �-- IMPREGNATED NON EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 2$ DAYS. 6 SACK MIX, SLUMP RANGE JOINTS.CONTRACTION OF 1-1/2" TO Y. 1/4" EXPOSURE X SPACING TO BE NOT MORE THAN 15 FEET. B. THE DEPTH OF THE JOINT SHALL. BE AT LEAST 2. PANELS TO BE 5 FEET LONG. 6'_O=TYF'. 2. BASE ROCK: 3/4"-0', COMPACTED TO 95X OF AASHTO 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, T-180 BASE U71UTY VAULTS, 04EELCiAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. RAMP TEX"(URE DETAIL ROCK SWM ETF_ TO SUBGRADE OF STREET STRUCTURE OR 4"IN DEPTH, 4, FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE: SAME TIME AS THE o CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIH. 1/2- RADIUS. WHICHEVER IS GREATER. — 4" 'HICK CONCRETE RAMP � Z 3. DRAINAGE BLOCKOUf – 3" DIA. PLASTIC PIPE. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE i ' 0 A. I.D. PLASTIC PIPE WITH COUPLING. CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. SECTION �"W Ei. DRAIW,GE ACCESS THROUGH EXISTING CURETS 07HERVASE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. �'1,i+ � V) SHALL BE �i�• COBE DRILLED OR CURET SAW CUT `IEE?'T'!<.ALLY 18" 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER _1 �y PLASTIC PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. HAI�IC''AP RAMP 0 SIDE OF DRAIN AND REPOURED TO FULL DEPTH SCALE: N.T.S. - � OF CURB. o _--- � No sc� IAJ "CILISM F. WOW CONCRETE Iwo 1>KlAI�'lllMT .Y� CURB NON—MOUNTABLE I am> m `Y` �..a own• .► :� " ,wia, ,,., SIDEWALX 120 j OF 1Taim �.J H• �e DISABLED PERSON SYMBOL SIGN - WITH `VAN-ACCESSIBLE" RIDER (WHEN APPROPRIATE) (OR-20-68) 4" PAINTEC STRIPES. TYP. (;;EE SPECIIICATIONS) ac 4 N 1 y f h M '--4" HIGH CHNNU WITH RE�?D 7'-4" GH CHAINUNK z .�In o I '400- _ S '' GA REDWOOD x \ �. �% o I � N , ( CONCRTE CURE—� , , CHAMFER 5 -- TYP, ILr `' 0 `�UJI a ` z v I —r O , vi W !! AN MOT 10 IN IsmDwo it AKr <, `I r— 0'--0" HIQH ClWMMt1 LTM( GAYE �s�ea ar�oI w AG W/ REDW000 SLATS v, N 6r im N G f1 '' W 1B 80' 1®" W-0" CONCRETE WALL PANEL o ` / c< , w�/4 w 12* o.a. E.W. IN N B011RD l en TRASH rPANFl(2ED( 5 CC)Nf. AT ALL s r- lo y O b ' 4" OONCRETE 3lJWs W/ �1 0X6WI.4X111.4wCOWIECM . .F. P ! h t n II�IIAL.T ppMlMfrZ t n 44 —� }'� .!'-4" HIGH U I F O d 90 d d A d 4 U -- _ T 20.0' o w CMU WALL _ - �" w F5 Lm (SEE ARCHITECTURAL PLANS) 8" V) 5 :e VV) E5 D �UD ' Nos'' 74CJ SCALE: N.T.S. ' PAWJW SPAM r2 TP" MMOSIUM — PLAN VEW TRASI BC1.0%M — 8 YATM JOI SCALE: N.T.S. SCALE: N.T.S. 174 N K Tao MEET � coo 040200 racitic 11w 1 1.;H1 S 1"12905-00001 -- 6,►I'6, [1-0B NO. 17.39-00 I " cN 17390 1 C402.DWG �:. _, .-�A .. M�Mm- a ® ...,,,�_,,....m,... ....,.,..r.-,.._.— .___._�,�,,.�w�.........«,.....«....«...,-,....`-.___.._...._.__..__._._._...___..---."___..»-_ ......._��.r........,r.._- - __._.._...._._.__.._.__...._�.___._._'"'""-.___..,...,�,,,.,,,a»a,.,,..,........_-..-.___• _.,R...,,A+C,,,,-a,,,..,,�n..,,,. ..�...-----------".....rr.,..... ..k, - .. .,, I,! I,II Lill Ilii Ifl! Il11 II11 1111 II11 �i I11 1 r U. r, ( 1�0 1�1 ! 1� LEtII1SILITII'l�TRIP Cfh I 1 i 1 II11 II11 III rill 1111 11111 { 11111 II{I II I I II IIII IIII IIII I II IIII I i 1{Ilt!II III IIII I!, i I !Ilt ill Ilitiitii II ;' Til III lOmw.Y cm 2 13 14 I i8 17 18 19 20 21 22 23 24 25 28 27 ?_Q 29 30 s Ali flap, 44 , - dr� - I + p , yr r '+ry,":�wJ � ;4 - 71 y ,a , • ZA 5 1 rv, 01 GENERAL DATA 10 SPECIAL'T'IES 20 RFSTRUOM F:XHAUSrFANS TENANT IMPROVEMENT for 1 AL1.CONST RUCTION WORK SHALL BE DONE IN COMPLIANCE W rM TFiE IATESrr FiAllON(M•'IHF l iMR*ht t:UTE: REUSE EXISTING ACCESSORIES WHERE P08SI13L.E A iNUI 'AI.SMALL REST ROOMS-BROAN 691 OR E()( WITH SGNF LF.VEL.OF 4 OR IZ%. F4S.C'RICIAN Tl) BUILDING CODE AS AMENDED BY THE S1 ATE OF OREGONF.ANT)ALL OTHER I T/- OR 1,OCAL CODEIO)W ER FROM LIGHTSWITCH. B. LARDER RESTESTROOMS AND CONFERENCE R(x)MS W'll.l.RFQI'!RE USE(N'ROOF MOl1NT ACMF.OR ` J REOIIREMEN'TS THAI APPLY RAST ROOM ACCEtSnR{FC/SiNC'1 F(lf('t rpANCY) APPROVED ALT.F-XHAusT FAN TO MEET'CODE CFM. FAN MUST BE INS'fAI.LFDON FACTORY CURB WiTH ODD AND t r� I PAPER TOWEL DISPENSER,Sl IRF'ACE M(X JTED(ONE PFA REST R(X)M)HOBJUCK B-262 ROOFED IN BY ROOFER(NO(XXD PATCH). RUN CONTINII IOt IS(rft ON TIME CLOCK AS RFA.)(TRFD. l 2 THE CYPNTRACTOR SHALL.VERIFY ALI.DIMENSIONS AND CONDITIONS SHOWN ON tRAWINCGJ AND Al'T1 r1 1 E�CIS 1'IN(G BUIi.OINU AND NOTIFY ARCHITFA T OF ANY DISCREPANCIES PKI(M2 T[1.S"I'AR'nNO'111E WORK 2. LA1'AT'ORY MOUNTED SOAP IPSPE'NSER 34 FL OZ,6"SPOT rl'LI N(i ni BO:si11CK H-R226 21. ZONE.MAPPING: 1 TENS N 7 NAMEA. CONTRAC fOR SHALL SUBMIT'r0 PACTRI ISI AND UFNEKAL CONIRAC'1OR A ZONE MAP FOR EXISTING AND 3. THE CONITKACTOR AND ALL.SUBCONTRACTORS NIRACTORS SHAH.PERFORM DUE DILIGENCE IINSPEiC1IOMN OF ALJ. 3. SURFACE WALL,MOUNTED SOAP DISPENSER bOBRICK H4111(urn widr wall hung wA) ANY NEW PROPOSED 7.ONES FOR OWNER APPROVAL PRIG:.TO COMMENCE.41F.N1'OF WORK. EXISTING CONDITIONS PRIOR TO SUBMITTAL OFA PROPOSAL.SUHMrITAL OF.A i'RI W(*iAI.SILAIL BE B. H.V.A.0 CONTRACTOR SHALL PROVIDE TO PACiR°ST A FINAL ZONE AS iNSTALLEDZJMF,MAP UPON ! / •� CONSIDERED CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADL AND NO FUR lllfk COMPENSA11ON 4. SURFACE MOUNTED M(TLTI-ROLL TOILET TISSt W DISPENSER BOBRICK II-211Ri COMPLE ION. PROJECT NARRATIVE SHALL HE DUE T'HE CONTRACTOR FOR CLAIMS ARISING AS A P_ESI ITT OF FAIL URE TO PERFORM Sl ICI I INSPECTION. S SURFACE:MO(7NTED TOILET SEAT COVER DISPENSER BOBRICK B-4221 16 ELECTRICAL �V�' PROJECT CONSISTS OF WORK TI 'PAND EXISTING 1,020 SF OF OFFICE TO 1,740 SF OF ENERA OF 4 FUR-NISFI ALL NEW'%IATERIAIS E-XCEFI'WHF:RE SPEClF1C'AL1.Y Ni:U OTOTHERWISE" 6. MIRROR STANDARD SIZES 14'PLATE MIRROR WITH!:DUES"FIATGROFRJt7'BOTLY)M EIX)E St TPPOR1113 BN'A �--J, OFFICE WORK SHALL INCLUDE BU' .JT BE LIMITED TO DRYWALUMETAL STUDS, CONTINUOUS BRIGHT CIIROME'1"MEI'AL,5 16"X 3/R" (HEIGHT OF EXPOSF)FACE)WITH CXMNCEA.ED I.EG I PROVIDE LABEL FOR EACH CIRCUIT AT PANEL FOR IDENTIFICATION I'IiRPOSiS. TIIERM(MAT LOCATIONS TO PRUJ�,L'7' #04450 SUSPENDED CEILINGS, DC)ORS/FRA,..ES AND PAINTING ALL WORK TO MEET ADA S THE C'ON'IRAC fOR SHALL CY)MI)INATE-THE WORT:OF All TRADFS SCREWED TO THE WALL TO CARRY THE WF1CGtfl'OF MIRROR HE REVIEWED BY OWNER PRIOR TO INSTALLATION REQUIREMENTS 6. CONTRACTOR SHAI i,KEEP THE AREA OF WORK FREE OF OARBAUE AND DEBRIS ON A DAILY ILASIS INCLUDING 7 (GRAB BAR SATIN FINISH BOIIRICK B.6R06 SERIES 2 ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTIF3 IN PATH SHOWN ON PLAN EQUAL To I-FOOT D(JCK ACCESS AREAS FLOORS TO HE SW EPI'OR VACUUMED DAILY CANDLE BREAK C'QUNTER 7 CONTRACTOR SHALT"KEEP THE ROOF FREE OF DEBRIS(I.E.HAUS SCREWS)AT A11 TIMES, I P%PER I t►NII I i IS :NSE:RS.SURFACE M(X INTED(i:1TCFIEN/BREAK ROOM)BOHRICK W262 3. TEI.ECOMMUNICA'RON SYSTEM BY FUTIME TENANT' R. All.DIMENSIONS.ARE:TO FACE(P SHEETROCK.UNIX FIRE N(flFD F IRI✓FYTINGUISHERS 4 LIGHTING ENERGY MANAGEMENI IS REQtTIRF.D IN OFFICE AREAS 5.000 SF AND L ARCiFJ(. �w WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT 9. CONFIRM SIZES OF.ALL OPENINGS RF(AIM.D FOR THE iNSTALIA110N(-M•"All,SiRI ICIItRAI,MEC'HANiCAL, I FIRE EXTINGUISHER 2A10 BC (WALL MOUNTEDOR IN SEMi RFCFSSEI)C'AHINET AS INDICATFDON PLAN) S. OCCUPANCY CONTROL DEVICES SHALL BELE 'ITONOR 4L•I-I's"IOP. F,LEC'rRICAL AND PLUMBING WORT:PRIOR TO FRAMING()RC1111%WOR NSTAIIA110N. PLUMBING WORK 10 LEAVE THE PROJECT CLEAN AND READY RW OCY'l tPAhICY BYTHE CriVNFJtNOTE: CONTRACTOR TO STOCK AL1.PAPER AND SOAP PROD(ICf6 AT(XMNPL-mON O F PROJECT. OFFICE LIGHTIN . -& FIRE PROTECTION SPRINKLERING I OFFICE LIGHT PWR iR1:S -W, (1 LQPNON G B 3 32 I 11LD MVOLT OEBIOIS U It PROVIDE RECORD DRAWINGSOF'THE WORK Ai THE CONCI,USIONOFCONSrRUCTION RFCORUDRAWRJOS 12 FURNISHINGS (ONEOFTHEFOLLOWINGORC)MBINATiON a 2. REST ROOM-WAI.I.MUl'NTEU l.IiHr FUCTLIIRF(WHERE INDICATFDI kLj&)_NIAWC2.32I20GEDOR EQUAIACU MAY BE IN THE FORM OF TWOMARKED-1 1P COPIES OF CON!TRl!C"IiINJ p0[.1.'MFNTS.IP:L.IVEK RF:CINOD 1. CONT RAC'I'OR TO C'I,F:AN i REFURBISH FKIS'1'INU BUILDING STANDARD BLINDS AT ALL EX'TFIL1tMl HEATING, VENTILATION b AIR CONDITIONING WORK DRAWINGS TO THE AI(C,ILI•I>•x.•r 2. CONTRACTOR TO PROVIDE BUILDING S'rANDARU BLINDS AT ALL NEW E:KTliRIORGIASS 3' RECESSED DOWN LIGHT. �,11L)U LIUFf1INGR?F•7,6"F'1•l!l)RhSCENTQUAD TLiH£(2-13W) � G ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOL TAGE 12 IT IS THE INTENT OF THE CONTRACT DOCUMEI:T'S THAI"niF CY)NIRACI-R PROVIIkF.S A CY)MPII,11., 8 FUNCTIONING PROJECT INCLUDING ALL GENERAL.,MECHANICAL.ANDFLE:CTRICALCONSTRUCTION REQ11IREDT0 WAREHOUSE LIGHTING Fl iLFILI. THAT INTENT ALi.ITEMS REQUIRED SHALL.OF FURNISHED AND INSTALLED.REGARDLESS(Mr WIU;.'II E:R 1" LESS T'HA'I I R'A F F LAYW HAi'MEI'Al.IIALIfJ D LIGIfiTNG CJ SERIES 277V. LIGHT LFVE.L 10 TO 15 FC AT co� DRAWING INDEX OR NOT SHOWN ON'1HEDRAWiNGS 15 MECHANICAL. 30"A,FF MOUNTING HEIGHTAT 16'A.F.i: ter PLUMBING - REST RCx)M F1xTI1RF (SINGI E U(CUPANCY) 13 ITEMS OR WORK NOT TO HF R tRNISHFD OR ACCOMPLISHED BY THE:CONTRACTOR ARE NOYTED"N.LNOTE: IL&USF EXISIINU FTXTI!RES WHERE POSSl131,F. C." '' 2. GREATER THAN 1R'A,F.F.: METAL HALIIP•RJUU .l HRiN; i AP SERIES, 16"PRISMATIC'REFI.ECTOR,277V' LIGHT A-1 GENERAL INFORMATION, FINISHES, NOTES 8 LEGEND LEVEL 10 TG 15 FC AT 30"A"1'.F A-2 FLOOR PLAN CEILING PLAN FINISH SCHEDULE 14 "ALIOW AS USED IN f im DOCUMENTS,MEANS TO ALIGN THE FINISHED FACE OF FLFMFNTS IN THE SAME 1. TOILET FLOOR MOUNT TANK TYPETOTOCST744SE o A-3 DETAILS 8 INTERIOR/CABINET ELEVATIONS PIANF,EITHER IMMEDIATELY ADJACENT TOONF:ANOTI"..ORACROSS ANOPENING. 3. WAREHOUSE ALTERNATE: RUDDLIOIM FO('RLAMP.54W,T5HOFLUORESCENT 277V UGIfrLEVEL.Toto15 pG FC AT 30"A F.F. r.y tr` I S. DO NOT IHSASSEMBI.E 1?eTS OF CONSTRUCTION DRAWINGS IRAWRN(GS ARE INTERRELATEDINTERRELATED . 2 COUNTERTOP LAVATORY KUHI.ER K-2196-4or WAIL.Hl7N(i SINK AMERICAN SfANUARU DFA:I.YN 321.075 �c h 3. LAVATORY FAUCET txt.rA S01-WF 16 THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAW INUS FOR MIT LWORK,SPECIAL SYS"IT.MS,AND MECHANICAL.ELECTRICAL AND PLUMBING SYSTEMS(INCLUDING FIRL PROTIiCRON SYSTEMS)WHEN REQUIRED 4. PROVIDE ONE FLOOR DRAIN FOR EACH RFW ROCMN Hl'PACTRUST SUBMIT A MINIMUM OF 114'0 COPIES OF ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL.ONE t/: •'! O G BUILDING INFORMATION 5 W COPY WILL BE RETAINED HY PACTRUST AND ONE COPY WILL BE RI IIJRNED TOTHIiCYN7RC1YM RAt. ATER HEATER(ELECTRIC►30 GAL AND LARGER 277V LESS THAN 30 GAL 120V 17. i'HE DFSIUN OF FIRE PROTECTION SYSTEMS 11 THF RMPONSIBILITY OF THD:FIRE PROTFC.'11ON SYSiT:MS BUILDING OWNER PACIFIC REALTY ASSOCIATES LP CONTRACTOR.ALL FIRE PROTFATDON SYS"IFMS SHALL HE DESIGNEE)BY A PRO)Fl•:.SSI(N1AL.ENGINEER LICENSED PLUMBING-BREAK ROOM FIXTURE-S 15350 SW SEQUOIA PKWY#M BY THE APPROPRIATE Ji-'RISDICTION FOR THE DESIGN OF TIllS TYPF.OF SYSTEM C(X)IIINNAT.INR•:RFACE WITH NOTE: RE-LISE FXISTINU FI\11•RFS WHERE POSSIHII?. POR rLAND, ORE 9'/224 FXISTINU HUILDiNU SYSTEMS ANDWITH BUILDING OWNER 1. BREAK ROOM SINK EII:AI'CR-2522 18 THE CONTRACTOR SHALL.COORDINATE ALL CXWSTRI ICTION SEQUENCING WITH THE B1JIi1XNG OWNER AND (503)624-6300 (PHONE) SCHF.D(ILE ALL SERVICE iNTERRUPTIONS OUTSIDE NORMAL.BUSINESS IR)URS TO MINIMIZE iiNCONVENIEN(E TO 2. KITCHEN FAUCET DELTA 110•WF (503)624-7755(FAX) CURRENT TENANTS. 3. 1/4"COPPER WATER LINE A SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES iF BLDG M OBP III BLDG B(06PIN 215) 06 WOOD & PLASTICS REQUIRED. CABINET SPECIFICATIONS PLUMBING- I IRE PROTECTION ^ BLDG PERMITS NA I IPROVIDF.SPRINKLERS fit;IO)WSUSPENDED CEILING PER CODE SPRINKI.I:RHFADSSHALLBECFNTEREI)iN2 _ X 2 CEILING TiLE.LAYOVI()I SPRINKLERS BY CON'TRACT'OR, SPRINKLER I.AY(X-T IN All HARDCLILING AREAS CONST TYPE V-N 07 THERMAL & MOISTURE; PROTECTION (UYPSIIMBOARDTLASTER)10BEREVIEWED AND APPROVEDHYOWNER PRIORTOiNISTAII.ATi(NJ V, I HVAC - DESIGN PROCEDURE 7 TENANT INFORMATION OS I�()R''> A N CI' WINDOWS INVENTORY E7(ISTlN(G 11 V:I(' ROOFTOP I)PIIS AND SUBMIT T00WNEf(A CONDITIONS RkFO)RTIF EACH UNIT TENANT TENANT NAME I RE-USE FXISTIN(I DOORS ANi)FRAMES WHERE POSSIBLE. I LIST TONNAGE OF EACH 1,,.i r. OCCUPANCY BIS-2 2 ALL DOORS SHAH,BE SOLID CORE.WOOD U'N LESS NOTED OTHERWISE. 2. LIST HY INIT RECOMMENDED MAINIIENANCBOR REPAIR OFU NIT m `i I I !_ISE EXIS17N0 H.V.A.C.UNITS TO DESIGN MECHANICAL H.V.A.0 SYSTEM PER PACIRI'ST DESIGN STANDARDS f' FLOOR AREA 3.523 SF TOTAL ) iX)OR HARDWARE.SHALL.BE SCHLAOF ALSERIES U.N.O. WHERE POSSIBLE. _ 1,1325 SF OFFICE Q 4. DOORS WITH CLOSER USE GSSHURS PRIOR TO AWARD OF CONSTRI'CTiON CONTRACT,H V.A.C.CONTRACTOR SHALL.SUBMrf TO TIfE OWNER FOR .r REVIEW AND APPROVAL A LONE DIAGRAM FORTHE TENANT SPACE:iN(:I.UIMNG IkXH NF,W/RENOVATFI)WORK S. AI.i.IN fE:RIOR GLAZING SFfAI.I.BE T7'.MPERFD. AND SYSTEMS 11NTOl1CF1Ep BY THE TENANT IMPROVEMFN'I'AS AI'PLiCAHLF:. THE ZONE DIAGRAM SHALL WCI.t'IX: �Q THE F'OLLOW'ING: 09 FINISHES A. DUCTING AND SIMS B. SUPPLY AND RE'IUF N DOCATiONS ANI)CFM "�v( (jENER-AL C. ROOF F.QITIPMFNT.SIZES AND LOCA'RONS 1 ALL 0YPSUM BOARD TO BE A MINIMUM OF S/R"THICK VFRTICAII Y ATTACHEDTO METAL.ST,JD N 24"O.0 WITH I" D. THERMOSTATLOCATIONS AND ZONFA'NiT A.SSOCIATF)n1EREWTTTi r w TYPE S-12 SCREWS 12"O.C.IRNLESSU'nIERWISE N(YFM. E. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL.SYSTEMS 2 ALL OFFICE OYPSUM BOARD TO RECEIVE ONE TAPE COAL'AND 2 FiNISH COAT'S WiTH SANDING BEiiA'EExN HVAC DESIGN STANDAM FINISH('OATS. APPLY UNG SHEETROCK BRAND FIRST COAT PAINT AS iMPCATEI). THE FOLLOWING ARE MINIMUM UNION STANDARDS: 3 AF,I-OTHER GYPSI IM BOARD TO RECEIVE ONE.TAPE COAT AND I FiNISH COAT W11H SANDING AFTER FINISH 1. 400 SQIJARF,F(X)'I PER TON COAT PAINT AS INDICATED r a 2. ADDRESS LOADS BY R, SPECIFIC LOCATION AND USE AS WELL AS CRrrE RIA PROVIDED TO PACTRUST BY TENANT V 1 4 ALI,ONE HCAIR RATED WALLS: ONE LAYER 5/1"TYPE X GYPS(tM WALLBOARD AT RIGHT ANGLES OR PARALLEL. PW OR TO CONSTRUCTION, TO EACH SI DF OF METAL STI IDS 24"VC.WITH I"TYPES DRY W ALL SCREWS R"O.C.TO VERTICAL.EDOES AND 12" A. EXTERIOR LTX POSURE.AREAS J ~-� OC TO TOW AND BOTTOM RUNNERS AND INTERMEDIATE STUDS STAGER ALL VERTICAL AND HORIZONiTAL B. INTERIOR AREAS,SIZE AND USE _ IOINTS 24"O.C.EACH SIDE AN7DOPPDXATF.SIDES C. CONFERENCE:r TRAINiNIG ROOMS ( U. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION AND S IN FINISHED SPACES FiiRR-(XIT BUILDING COLUMNS AND E`(IFRNR W'Ald)i WITH S E"Ol PSl M BOARDOVER METAL STUDS. 24-H01 TR I ISE. r 0 FA v 6 PROV1tR ACOUSTIC OASKFTS WHERE WALL INTERS6('TS M(11,LIONS(R UTAZ.INO. 3. PACTRUST PREFFRENCL IS'ONES TYPICAi.3-S TON BASED ON 113E h ENIN)SI TRE CRIIFRIA ZONE IAAUS OREATER•THAN 5 TONS rOR P ICKAGED OR SPLIT SYSTFM FQl JIPMENT SHALL BE SPLIT INTO MUL IPLE ZONES. ZONE LOADS(TREATER THAN 4 TONS FOR VAV OR H20SOl IRCE HEAT Pl7Afl'.S SHAI,I.HL SPILT P=Ml tl,llPI..F ��••�111 7 AC(X?STICAL CEiLFNG SYS1 EM3 Si TSPFNSION SYSTEM TO HE I'-\POSED MF.1"Al.l'-HAP.PRF RlM3tIFI)WHITE ZONES" TI.I. , if Y OF TIG�IRD O COMPLY WITH . O.STANDARDS INSTALI.I.ATF-RAI.HRACItJ(G PFR(:OIM; trrr+ 4. ALI.ENCLOSFD ROOMS oL I)I+ICES TO HAVE DUCTED SL.PPLY A RETURN ORIILFS, R SEAT.AND WAX ALL VCT FIA)ORI.N(i i`FR MAV(TA('RtRERSSi'F.CiFiCAii()NS np 0 oC. {N� - 'si -- - tnditiunallyApproved.,-...... ^, WALL NSTRGC'TION MATER{ALS S. VACANT SPACE SHALL NAI F,DEDICATED OAS SERVICE FOR N 'RJRE BUILIN>t 707..FREEZE PROTECI70N. -• .r t only tt1N w \ I PROVIDE Sn'U,S.TRACKS. IW',C'ING,FASTENING AND OTHER ACUFSS(*!%:S NECESSARY FOR CXWPI.FrF 6, UNITS: LENNOX.TRANS.YI ARK OR CARRIER-7 1/2 TON MAXIMUM UNIT SIZ.E. :ANY 1 NIT N EXCESS OF V2 '.'iMli NO. vp,�no k, BUILDING ILO('A•TION INSTA:.LATION. TUNS SHALL HAVE SPF:CIAI.:IPPROVAI.Nl"Ii1EOWNFR. )er '_e1t0r to* Follow..... � � tO 2. FRAMING MEMBERS SHALL HAVE.THE STRI ICR,RgI PR(WF.R1'IF.S IMMCATED WFIERE 1'Fil'SiCALSTR IC URAL 7. UNIT PLACEMENT 24'MINi�RIM TO CENTER FROM ROOFED OF, Aft'I:II-I'I.ACLDI INIIS9iT(X3.DBE -ft It �w_�� y j.- �/ Q PROPIiR11Fv ARE NOT ININC AIFD,THEI'3HALi.BE AS NECESSARY TO W'TT1141 AND AD.I.IMPOSE)LOADS. DESIGN SYMMETRICALLY IN A LINE[I USED ON STRUC11TRAL CALCULA'T'IONS BY ENGINFER.(GROI III MACKE'NZ.IE) t � AA��M 1�f►Jsca1C ..Q Al" ( Ui ,Q C7 FRAMING IN A(C(M)ANCE WITH AISi 90-673. � P O R. CURDS: 14"CURDS. ASSF NI BLED AND LEVELED TO ROOF.AN.tKnu:11 TY)STRI TC'Tl TRAL MEMBERS FIELOW' P9I)00 CONSTRUCTION LEGEND 3. CCM.D-P(RMED FIRAMIW1 SHALL HE GALV'AN17,FD METAL CONFORM TO ASTM A446/A 446 M ORADP:A(311(1011 ROOFING. A. PROFESSIONALLY ROO)I IN ALL CURBS AND PENETRAT(NiS Hl'PACTRI t3T SF,I.F,CiFD R(XNER. h ^ B. UNIT MUST BE LEVEL.SI ALED WITH NO AIR LEAKS ANL' COX INTER r1ASFiED 3 �L�C-t x 4 P'ROV'IDE TTiC LISTED OYPSI IM BOARD PROMIC"TS BY I I.S.OYP,U OFOROiA PACIFIC,NAT I( Al.UYI'91.1M(R C. CONDENSATE MIDST BE I RAPPED AT 1 RNI I � 3 AR '--_� cXISTING TO REMAIN y z f AN APPROVED EQUAL.. 9. SEISMICALLY ATTACH UNIT TO CURB N CODF-APPROVED FASHION. u t� hP 1+/y/'�'�',O� IK'A�) S STANpARDciYPSI'Mli(1ARF)RHALLBBS/R"TiLICKW'in]TAPERED EDGES,CONFORMINGTT)ASTMC-36. c=====_� EXISTING TO BE REMOVED < 1� � � a T l O/l, 1♦ 10. ANY OAS PIPING SHALL BF.IrTANDARD BLACK STEEL PIPE W/3UPP(WIS PER C'(NW. PIRN(i SHAH.HF RI N' 0. � � v� Q N01 1-0 SCALE 6 WATER RESISTANT(iYPSI'M BOARD SHALT,HF.SIR"THICK WiTH TAPERED EDGES. CONFYMtMNG TO ASTM INSIDE OF BUILDING 11'/LFAD RASHiNGS AT ROOF PENETRATIONS. LEAD ROOF JACKS Tl)BE SEALED AND t�zzffirui NEW STANDARD WALL � i Cfi30 CLAMPED(S.9 WORM GEAR) 5 � K 7 CFMFNT HACKFR BOARD SHALL BE'3"1'H1CK WITH SOI IARF,.RF,INFORCEI).SM(X)TIJ F.i r..s PROViD>F D IRO CK 11. TAW VOLTAUE IN SF,ALTI I r CONDI FLT FROM BELOW ROOF LINE DIRECT TOt NiT. DO NOTI•�(CFEU REND tm�am NEW STANDARD WALL WITH INS REVISION HRANDCEMF.NTF)(2ARDOR APPROVFI)rA]IIAI. -rp NEW PARTITION TO BUILDING STRUCTURE RADIUS MANUFACTURF111101 II)CLINF.. A R EA OF WORK R" TRIM ACCFSS(NRIF,S SHALL COMPLY WiTH ASTM C-1047 12 ECONOMI/.F:R 1'O MFFT(t)1W.AM).AS I",IA')WS I WALL�QNi�J,�Q �UTION A BAROMETRIC RELIEF l) S-7 1'21'ON l RNFT7i H R TONS ANU AHFLE Fo ,r HAVE Pl)W'ER E?UFAU3T. � DUPLEX RECEPTACLE *4 SPECIAL OUTLET C I I:2"nIR114=r(M•I OS.A IN IAKF Wlnf DAMPFR FOURPLEX RECEPTACLE TEL/DATA MUD RING WITH PDLL STRING 3• -�]~-� 1 FASTEN FRh l CO MEMBERS AWS DIIER BY W'F1.DIN0 OR H'i 1 SING RF,LI-INRTLIJiN(i tR SI?I F-TAPPiTNU SCREWS Rkct - RF.AS tJU 9FFA1 t CONFY)RM AT AWS Di 3 Wr,LDINO PR(X'Fll1 IO tX.)',R(M)FS ANU 9CRE:W C-FRIM 41,1(NS 3.R-n-L 13. SMOKE DETECTOR(tN R 1 S TON AND ABOVE. MEETC(7UF RF(JITIRF.MFNTS ON I AR(il•:R l TNT [) own( HE AS RE(p%1RF1)AVL INDIC':ATFD iN'fILF DF410N('ALC(_t1.A'ITONS [X);N(71 FiE►.UWFLDMATFRIAISLiUffIT:RT{TAN DEDICATED OIITI_ET that EL-ECTRICAL PANEL. 4' M y Tylv _ I R UA 14. ALL UMTS TO MEET OR f\CFED CURRENT ENERGY F.FF10FNCY CODE.RVO IIRFMENT'S FlL .C:r,n.ttuetinn Tyles 2 PROVIDE AC'CURAT'ELY ALIONFD RUNNERS AT:`Jo AND HOTTOM.i O F 1'AR1Tn(NNS ANCITO)R TRACKS AS , , dUv EXISTINr,ELE'T RICAL TO REMAIN 4 I 1 1 I INMC ATFD IN THE DESlON CALC'ULA T10NS. PITT WCL U JOINTS IN TRACKS OR SPLICE WITH SIVI)INSERTS IS. DROP CANS TO FI-ILL S17F IF KNIT CURB OPENINU MINIMI M 26 C.AUGE W11H SI PPI,)'AIR F.IX(FS O): R filed CorridA FASTENERS SHALL BF AT LEAST 3 INCHES FROM THE El OF OF C(XNCRE'iT.Sl AK14 SUPPLY AIR SEALED. DROP( SNS TO BF EXTF.NT)F.D I'i)WMIIN T(N'CF.ii,tN(I () Energy CC40 r C7tiVt►Rti � 2 X 4 FLUOR FiXTUREMARABOLIC LENSE 3 LUT S7l.DR� ARF.AND SET WITH FIRM REARING AGAINST WEFTS OF TOP ANTI IRMO M TRACKS M1Si1iII N 16 INCTRiBUTION[X -7, Acceealbll" ✓ J I STUDS VERTiCALLY IN TRACKS ANT)SPACE.AS INDICATED IN DESIGN DO NOfT SPLICE SIR IDS PROITIN r A SPIRAL ONLY iF F�(RrifJ11 2 X 4 FLUOR FIX rURE/PARAFJOLIC LENSUSTEADY BURN BALLIST )i 1T L:FA4T TWO Ft ILL HIGH KING STl'DS AT DCXPts ANll OTiIF.R()Pt'.NiNGS 2 F'FF.T WIDE txt IARGF,R PROI'iiW TACK 31lTlls H 26 tiAUGE UR TO SM:I( ,+9TANUARI)9 IF PIPE i9 CONCEALF;U AHOY E INtOP()ER t1ARDCE,II.TNIO OVER OPENINU3,AS NiFCF_4RARY,TO MAINTAIN INDICATFI)FI'FUD SPACING PRO VTDF TRIPLE ST1 TS AT C WRAP CO:NCFALFD W1 III MiNiMI?.R R4.2 R FSK HARRIER. LORNERS,POSI110NEDT)RFCFiVF:INiFRI(-)RAr,UF-XTERIORFINlstw.s FASTETnTDSATTOPANDtIOITDM D. HAND:>i(S120*700•.IIIREORiR-0AU0VI-WIDE.STRAP FAPGREDUII(-T'M1tSTII,1VFAl,I.THRFAD 2X4FLUOR FIXTUREJftCRYLICLENS[ } - TRACKS BY WELDING OR SCREWING DOTH FLANGES TIO THE TRACKS HANUFAS AND FULL DIAMF[It STRAP l IP TO I R"O i ARUF.R THAN 1R"MUST HAVF SArA3[J'TYPE CI,AMP. E. BRANCH DUCTS SIIAI l HE PLUMB AND SQUARF(NO UCTOPI IS) TEFV SFFAIJ,BF,MAXIMI IM(M�45!.TGRFFS. ^X 4 FLUOR FIXTURE/ACRYLIC LENSE/STEADY BURN Bl LUST 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED It)R TIfE F. EACH BRANCH DI iCT TO) VE BALANCE DAMPF.R N Y HRANC'11 � RECESSED LIGHT(SEE PLAN FOR SPECS) C?ATE':' - PROTECT 17. ILEX DUCT WILL BE NO i I FR THAN 6 FROM RIGID I.X ICT iXOWN")Y)1MTATSFR. - 9 ( COMPLYWITHUSO GYPSUM CONSlRUCTiONHANDBOOK AND MAMtFAC11'PFR'SRWOMMENT)ATION:i. ® SUPPLYDIFFUSER-STANDARDKRUEGERPERFORATF_DFACEOR PF,RMIT''E31O SET � It. DIFFUSERS O' 6 FINISII O"ALITY A SUSPF,NDED CEILING S)YfEM(T-DAR) PERFORATED FACE ADR ISllABLE C9 rRVF:D BLADES-DESi(IN TI i1 IS EQUIVALENT WITH ADJUSTABLE VANES 1'R(x133 Ili NIOMEJ�LS j.A7UR _ PCs SI TPPLY AND TITi I'S PAR R N OR APPROVED EQUAL. a W'ARFH01 ISE rApExt 19Fi CY).AT' T1UifT rXX ALF B. GYP,HU.CF.ILINU;SItPPI. CI IRVF.O H[.ADF.W/OBD DESIGN 1TI1IS 250,)REFI ISN-BAR 11T'F-DESIGN TM IS RETURN DUCT PERFORA FED FACE WITH NO METAL(SHINE)SHOWING THRU A OFFICE.10THER AREAS T.APU2 FINISH COATS*I SMO r1fH FiNISH TAPED 350;rxHAURT-METAL(Nt AI I TNT(M-1 2"x 1/2"F130 C'RATF DFAK)N 1'11 IY 50F GRILL 119(3"FiRSTC`OAT' C ALi,SUPPLY RFOISTF.RS HAVF MANUAL VOL(TME DAMPERS IOUATT:D N i)R rI AT.'OR NEAR C:"OSFAT •SAND AFrFR TAPF TTMSH COAT(S) WYE.BRANCH d THERMOSTAT- TOTAL-LINE SIGNATURE MODEL NO CPV, 7 FINISH EXPOSED INTFRI()R OYPSI'M HOARD W'ALIS AN?)(Fil,IWIS VACC 71 SnWOHT RFAI)Y PIP(ITX-nrRF, 19. nirRmoR TAT-TOTAI.-1.I% SIGN All IRE MODEL NO CPV 220(Mu)SI IH9"R"R TIONS)-7 DAY PFNXiRAMMAHLE ANU'(R"NISH AS StIOWN ON Pi.AN9 WITH LOCKOI IT FUNCTION 1 ('HANOEOVER ONLI' MOI.rNT AT ADA IIFT(lifi'(MAY RFQIORF.CFIAN(GINO ® EXHAUST FAN /fit HORN/ST ROBE FIRE ALARM _ HFIOHT.AT"RFPLACFMFNr I. TIONS). CY)NTRAC•TOR SHALL PROGRAM THERMOSTATS AND BALANCE SYSTEM. R LNSTALI.WATER-RFI;IRTAN'I Ul'P3l'M POARU A'r W AILS WI"ITT PIASTIC I_",MNA'iT WAiNS('(Tr PANFI,INO 2X SFPINKLFR HEAD n SMOKE DETEC'T'OR BUILDING PLAN I (RF.STROOMS,)ANT I`ORCIPSFTS) TIE =�- OFFICE COPY --- 72nd. Ave 15883 A- sr,�LE I ��cr e EXIT SIGN(LED RED) FIRE EXTINGUISHER 131)p1pU4-UO45U I of 3 cry lllllililllllll Ili! ILII ILII UII Illi IJIi !1!11111 Illi"lilt III'. ILII f' I •. ri . LIIOglk.ITY STRIP I I I !I II i I f) (! !ill 111tH III Ht !t'I !lilt! I it 1 11 I .i llllll!il I I' I !III:III lii!IUI I;I1 III 11 �"„` ' i QT�-I cm O 9 O t I 1 2 13 i 4 I ) X10 4 21 2 2 2�3 24 2�5 218 2_17 218 :2 9 30 : : I , 2;1 D r. �I Yom•i"wR,rRI4�Y."e'�lRbf• 1 r � I . X• 6 r .. :, nri is c, L/ I A B _ . 8 Q #04450 ^^�- � t t /� � � p� ✓I SP PROJECT BAY � I 2✓I 'IU" = ��I _�" '��r+�Q r 11�L I� I a _ I r B L �� _ � v I � BAY AT 25 � - 125 �m N INA . 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EXiOTN*1 EX*"* 2. PRfiCAai PRI.AbT PANG. raw 3. n P�� 4. &AN aLAae auae I Da1TNti Dose S. — —----- — — _ 6. ALL'NM OOOOR 1t11l1 TO a O7. T wo PANLL C"mm.W"sm mlcncw 9+A-4 O1� S. f I evw DWNi owepw b DOOR ATO NU ""AS OMAN AFCW DATE ELEVATION OF WINDOW WALL INFILL. PERMIT/BIDS_F T :;7.. SCALP.311"= 1'-0" 72nd. Ave 15883 BUM004-00450 2of3 . A.rn��•w.rlm.rtaw.»az4:�I�tlwtr - .w. •., •.• •; `-' II I! hl+ i'li Ilil IrI!II!I'I!!lIIIIj� It!lIIII! I1�1 ' ( i 'II �'ro;'T�.alrOWlYeIIYYifI� _YI.rHYblYrRl64�Arc�..i+.9zVly;•irtlNitilY'J41MM5:�'._::. :^•;.'4'1's>!II',tz•,•�•; s;• .. .., ,;,:•:. - '...... . L,EOISury STRIP CM I I I ! i Hill li,l� II 1: I�IIII NII�IIII IIII !II!I! !!II!.! ! , 11111 iui�Inil!I„IIII IIII II�1111 llfl�llll Ilii !III !ll! IIII I,II IIII `'� .” • .,_ I alm.l I I 10 I I IIS 13 II>�I � IIA IIS I 1,19i II I "i'III!" '' :I�Iilill,lilllllillli�! 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TTP •FA4TENN's POINTS 9C15PENDED [,FiLfNCs CARPET LOOP PILE �. - LP: T B.D DIRECT GLUE RAGO fS-48 f�GE86EG RE4AL >EADER BASE: OF RF T B_Q AT ALL CARPET r.RFAS r RC TBD_AT ALL HARD SURFACES PROJF( T #04.450 PAINT - 3-sib'MTL STW6 24'or I I Pl 1: MILLER TBD SATIN LATEX - 5/8'GYP BID BMW 5!DE5 WALT LIP W_)CF ON WOOD --, - CENTER LAE OF OUL) DECK LAMINATE: - R-t9 p.1TT WSUi.AT10N -,� I I PLA: T.B.D. AT ALL FACES PL-2: T.B.D. ,COUNTER, B S AND SELF EDGE W \ I I PL-3: T.B.D. WAINSCOAT WALLS Ew I --GONG OR BRICK 45 OC:AJR5 DOOR HARDWARE I' 605 POLISHED BRASS ^r ^ I�.IBBf R LASE-TYP .: I I I� ATlACN BOTTOM TRACK TO FLOOR IUTW 1 FOX)ER DRIvV4 AMCWORS AT 24'OC - - - CONTRACTOR TO REPAIR OR PROVIDE NEW BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS - FINSW FLOOR - - - f o 4 I TYPICAL WALL SE 'TION -- -11 BATT I!i51A.ATION FS 1h FOIL FADE A4SCALE 11'-0" arluc CLIP CA CLTIC.WALL a N TI WOR. WO OR BRICK AS GY Ojft "l-I. WORK Frr o cp� p v, III p0 3-1/2' 24 C*A METAL STU[75 AT 10'-@' O.C. TO BLIXs 5Tr4UGTURE ABOV- FOR / WALLS LCVI�R TWAN 12'-0' WITWKaUT INTERSEGTINry WALLS eZ 3< ��o R-II GATT IN%LATlc'7N 4' GFNTEREG OVER WALL5llSP+.JNDED CEILMrG0 c ro) -� TI WOW BLOCKIt-,Va TYR v FA°,TENNG POMTS -- Ex15TINr 5U&PE7N0FD CEILING In-LL. RACO 'F5-4B RECE MED REVEAL "EADE? ALtlMLH UHUOU 5rSTEr �� SwLL WOW 3-1/1' BATT NSIk_ i MTL 5TUD5 i 24' O.0 g/8' GYP BRD�. pOTW 51GE5 ---_---- _ CENTER LINT OF STUD 5/8,GYP BIRD --- TI WORK EL - _- R-19 BATT N&LATICN -- - -- STO PANEL — i9FE1.1 UX�C SHELL WOW � ^r ---� 3-i/2' BATT INS(L. IN &",JND ATTENUATION WALLS T Cfa 4' RIJ55ER EASE-TYP F!N)SW FLOOR ---- `� ATTAC:1 f!x'7TTOM TRs1GJc TO FLOOR U11TN --- - ------ _ �' POUJDER DRIVEN ANC 4ORS AT 24' U G _ Q /---- FINISH FLOOR 2 WALL SECTION W/ SOUND INSUL. s EXTERIOR WALL FURRING DETAIL 0 A-4 SCALE. V- 1'-0" A-4 SCALE 1 1/2" -- 1'-0" Q -FLOOR AND/OR ROOF STRICTURE BLDG STRICTURE A80VE —STABIUZER BAR BETWEEN 1� �------DEFLECTION C 460EL MANS AT PEOMTER w � IN 0'SPACE r---ADDITIONAL WA1 GERS AT ALL MAINS t -- -- -----R-11 BATT WSILATICN WITWIN 8'OF TWE PERIPETER --'- APPROvTD VER'T'CAL STW, AT 12'-0'O,C.EA WAY V) URTW 4 WAY LAT-R& BRA ANG FRIM TWE MAIM ----•- - -- ---- R TPERIP'1ETERR AND 7'RQOM A CROW MAMBER®, -- ---- fi --- ALIOPENDED -1Z IL MdG -- +I MTL 'STUDS 16'OC. T_ - - ---- 1,** TYPE k 6yP BRD 0 ECM SICf b SCAM ATTACWED _ CENTER LINE OF ST,D ► �M � N - MEMBET�2S BFTWEETI — MAX MAIN IHiJER5 fV F' 0'PSAx OC SUPrr'�WIW Y2 WAT HAT 4'-0'OL. Q+ CR UIITW NO WIRE AT 5'-0'O:. -- fp-11 BA i t 11•�tLATI<?J 13r z 4' RJBBER P345F ?TF _ __.--CCkNTERSLCFE 11043M IF MORE u pp TWeN 16 OUT of a 0 -'ATTACH 190TTCt't MACK TOftC�OR 1111TH F CVDFR DMYEN ANCAORS AT 24'OC OR SECAM AL CRA• 4PEo rjDa FOR 1 V) P O J- 7 - -- DUCT APC/OR PIPE WOR. L- --- - - - WAF� NGXISE OFFICE NOTE; ALL CONNECTION DEVICES TO BE UBC = ~ A � � TY U. z a PPROVED PE AND NAVE !02'CAPACITY 3 OFFICE TO WAREHOUSE SEP. WAIL � CEILING BRACING DETAIL � ''� uj en � A SCALE I" 1'-0" A4 NOT TO SCALE REVISION PACO ►C.>V _ z. 3. ;;7 K" UA*.W SPECIFIEri LL 4. OR ALL NIEW ANP 5. �Te ; Ex1L4'AfG ►IG RR,, QWY 7839201 BLACK(MEN) 6. KROY WHOSM BLACK(WtJ"N) 7. WP"1044 SUATCJ I -- Ps.+'NG LOCdTIpit I T e 11J �7L _ 5 �', io) h DATE: �• ELECTR1CAl � l _ --_—_ _--- _ ----_--- -- ------ _ PERMIT/BID SET FLECT ' I ! SOAP PAPER TCM1-1. SAN.NAP. PER TOWEU RECESSED SEAT COVER TOIL.PAPER/ GRAS BAR ppm \ OR 1-ploy ! I DISPENSER DISPENSER DISPENSER Dl3PENSEW TOWEL DISPENSER SEAT CO'V.DISP.I DISPENSER DEAL '""*A=T POOR - AA TOILET ROOM ACCESSORIES _ MOUNTT LLA 9 ';<NG HEIGHTS ------------------------ _ ��►+ \ - -�- - - — -- - -- SCALE: 1/4">= 1'-0" w 72nd. Ave 15MM3 MOUNTING HEIGHTS Hurznoa-no;sn SCALE 1/7- " � 1'-�" 3 of 3 .,,,,,. �.wl,:..-s*. eMt.hnW*+b,�tnsl#�!Nr;dv�.vr+nl+Y�v+t1AM'�e•rlt,atw �-1 ... ,ws..a.ieeLTn,.nr•n+'nw: )",A.�r+R! a.,e.a-,...+u.d..., '.nerw-. ,.. v,.`ii+u�i.s.•.auiYw...,r :.efYciYti#a�ihocrii+J.0 - '�.il{ ( .0 .y4s�a°YWRi�+17 ._ —... .____.._..,�..,,..-„....._ _.....,......�__. -...._..-..._,_._........»_,._._..•_ -.-........___._.._._..-.......,..-. tet. a� l illlll,If 111fII1111111tI11U ILII IIII )1!1 1x11 Illr illl lIII 11!! II 1 Illi flll 1111 IIII 1111 Illi"'" LE MIUTY STRIP rr`I� z a g I i I I I I I Irjuuluu�nll�t111 �i 11111 II 1 ► II !1 lulun�nl�lnnl,!,�I ullllll� :. l f i 10 m”. cm v 10 1 1 12 II3 1�4 10 17 I® Is 2�0 21 22 23 24 ?-5 28 217 28 2 S 7 ..................... ............ IPA 01 NONI b lot oaLlF jq 'u 'f 1 , I