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Wall Street - Tech Center Drive Improvements
.1 ,_ Q W OM 0 m 4 Z CITY OF TIGARD cc=a W V Z p o W W 0 O WALL STREET - TECH CENTER DRIVE IMPROVEMENTSLal MARCH 2021 m RECORD DRAWINGS SHEET INDEX o Cl COVER i 1 C2 GENERAL NOTES AND LEGEND 21 I I I I "`�' C3 GENERAL NOTES CONTINUED w .—yiCC C4 TYPICAL SECTIONS 3 a i C5 EXISTING CONDITIONS I Z a i o 11114'*'‘H--'''....11111111111111111111.11 O s U_- - , IC6 EXISTING CONDITIONS II 000=aWASHINGTON COUNTY C7 EROSION CONTROL NOTES & DETAILS I Z C8 EROSION CONTROL NOTES & DETAILS II il,i �yG1?p� I C9 DEMOLITION & EROSION CONTROL PLAN lLi RST LA- C10 DEMOLITION & EROSION CONTROL PLAN II 4Banks Sin�rHeY rvonn �'�. I I Cl 1 SW TECH CENTER DRIVE ROADWAY PLAN & PROFILE Prins���t Project , cP %Ha C12 SW TECH CENTER DRIVE & SW 72ND AVE INTERSECTION PLAN Ce Hillsb.• / C13 SW TECH CENTER DRIVE NORTH DRIVEWAY GRADING PLAN W Co ell ' ' Forest • • • R r C14 SW TECH CENTER DRIVE SOUTH DRIVEWAY & POND GRADING PLAN Cornelius c.a`ve sq7 0 Grove a ��- �� C15 SW TECH CENTER DRIVE & SW 72ND AVE RAMPS PLAN V 1 ehoi / `� C16 RETAINING WALL PLAN & PROFILE ' ing City • gard , I,j PHASE I-SW WALL STREET IMPROVEMENTS ..lef� :� (COMPLETED 3/2019) C17 WALL X-SECTIONS I She ..� i/� \ C18 WALL X-SECTIONS II il /Wilsonville II Wilsonville C19 SIGNING & STRIPING PLAN I , /' ■■ C20 SIGNING & STRIPING PLAN II 0) VICINITY M A P l's,*i ■ ■■ C21 SW TECH CENTER DRIVE UTILITY PLAN & PROFILE -a c \ NOT TO SCALE I ( ` ■ ■■ D1 ROADWAY DETAILS I co ` \♦♦ ■■ \ D2 ROADWAY DETAILS II -/+ c ♦ �♦ WFIRST n D3 ROADWAY DETAILS III -CM Z a ,-\ `v ., �� D4 UTILITY DETAILS I `Y Q) w \♦ PHASE II-SW WALL STREET IMPROVEMENTS D5 UTILITY DETAILS II * a ♦ ' ♦♦ (BY FIELDS TRUST DEVELOPMENT) D6 UTILITY DETAILS III ♦ \� ♦0`• ♦ i� J D7 SIGNING & STRIPING DETAILS ♦ \ ♦ ERRPQIr LO.0 LANDSCAPE KEY H 411111111111in® ® ♦♦ ♦♦ � SW TECH CENTER L1.0 IRRIGATION PLAN w ®B ♦ H DRIVE &72ND INTX w ® ♦`e ♦ v L2.0 PLANTING PLAN > O ♦ IMPROVEMENTS - f L2.1 PLANTING PLAN% 0 w ` MI r L3.0 IRRIGATION DETAILS IY w (/) Y- -" 4BNTER-DR S a I— ~ % e_Jr ��— L3.1 IRRIGATION DETAILS C7 (/) 1 W SW ALL STREET-TECH CENTER ~ L4.0 PLANTING DETAILS I— Z - r , DRIVE IMPROVEMENTS TS-01 TRAFFIC SIGNAL LEGEND SW 72ND DR/SW TECH CENTER DR W w O Q U = TS-02 TRAFFIC SIGNAL PLAN SW 72ND DR/SW TECH CENTER DR _ IY V TS-03 DETECTOR PLAN SW 72ND DR/SW TECH CENTER DR U N I g PROJECT MAP TS-04 TRAFFIC DETAILS SW 72ND DR/SW TECH CENTER DR - _ _ A NOT TO SCALE TS-05 TRAFFIC DETAILS SW 72ND DR/SW TECH CENTER DR I, IL-01 ILLUMINATION DETAILS AND LEGEND '' IL-02 ILLUMINATION PLAN SW WALL ST/SW TECH CENTER DRAir C.7 RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION S1 GENERAL NOTES FURNISHED BY OTHERS. WALUS ENGINEERING IS RELYING UPON THE S2 SPECIAL INSPECTIONS ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT DRAWING NO: ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD S3 RETAINING WALL PLAN DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD S4 SOLDIER PILE WALL SECTIONS AND DETAILS C DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. S5 MSE WALL SECTION AND DETAILS 1 OF 47 GENERAL CONSTRUCTION NOTES: CONSTRUCTION AcnvrrY, INCLUDING BURIAL SITES,THE CITY OF TIGARD SHALL BE NOTIFIED IMMEDIATELY AND THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SECTION o n 1. THE ELEVATION DATUM FOR THIS SURVEY IS NGVD29(47). ELEVATION=153.44' 00290.50 OR 00290.51 OF THE OREGON STANDARD SPECIFICATIONS AS APPLICABLE. LEGEND .crow_ HDJ CONTROL POINT#2 N: 648618.54 E: 7621675.04 w z CO THE BENCHMARK IS A 1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HDJ CONTROL" 18. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS,AND NUMBERS o LOCATED APPROXIMATELY 68 FEET SOUTHEAST OF THE AGILYX PROPERTY SOUTHERN CHAIN IS REQUIRED AND INTENDED TO ESTABLISH STYLE, QUALITY,APPEARANCE,AND USEFULNESS. <a 21 LINK FENCE AND APPROXIMATELY 78 FEET SOUTH OF A 12"CONCRETE STORM INVERT (HDJ PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF TIGARD ce w z STORM INVERT#36). *ELEVATION WAS TRANSFERRED FROM WASHINGTON COUNTY CONTROL PRIOR TO INSTALLATION. EXISTING PROPOSED Z o POINT 41 (ELEVATION=143.18')THROUGH DIFFERENTIAL LEVELS. ce 19. BEFORE INITIATING ANY CONSTRUCTION ACTMTY, THE CONTRACTOR SHALL CONTACT THE CITY - - RIGHT OF WAY - CENTERLINE w o 0 2. THE BASIS OF BEARINGS WAS ESTABLISHED BY HOLDING CES NW CONTROL POINTS 10 AND INSPECTOR (503-639-4171) TO ESTABLISH A PLACE, TIME,AND DATE FOR A 13 AS N 03'22'09" E. HORIZONTAL DATUM: LOCAL CES NW CONTROL PRE-CONSTRUCTION MEETING. - - - - - - PROPERTY UNE CURB W al- 3. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE SECTIONS OF 20. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR (503-639-4171) 24 HOURS PRIOR CENTERLINE PAVEMENT c THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, EXCEPT AS MODIFIED TO COMMENCING WORK, 24 HOURS PRIOR TO ANY STAGED INSPECTION,AND AFTER HEREIN,THE 2018 APWA OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND COMPLETING WORK COVERED BY THE PERMIT. EDGE OF PAVEMENT -' SIDEWALK CLEAN WATER SERVICES DISTRICT'S DESIGN AND CONSTRUCTION STANDARDS (RESOLUTION 'm Y CD AND ORDER 17-05). THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF 21. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE EDGE OF CONCRETE LANDSCAPING FEDERAL AND STATE LAW AND THE TIGARD MUNICIPAL CODE. CONTRACTOR.THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CO > CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS.A COPY OF THE CONTRACTORS EDGE OF GRAVEL ::::::. STORMWATER PLANTER 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IN ORDER TO PROTECT EXISTING CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. ' a UNDERGROUND UTILITIES, CONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS MUST CURB NOTIFY UTILITIES AND PUBLIC AGENCIES AT LEAST 48 BUSINESS HOURS IN ADVANCE OF, 22. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY SD STORM, SIZE AS NOTED AND NO MORE THAN 10 BUSINESS DAYS BEFORE, BEGINNING EXCAVATION, IN ACCORDANCE KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE • ' ' -. . , CONCRETE SIDEWALK WITH THE PROVISIONS OF OAR 952-001-0090. LIMITS OF WORK SHALL BE PRE-MARKED FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER SS SANITARY. SIZE AS NOTED c FOR THE UTILITY LOCATORS. POTHOLE ALL CROSSINGS AS NECESSARY TO PREVENT GRADE IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. caa F AND ALIGNMENT CONFLICTS. REPORT ALL CONFLICTS TO THE ENGINEER IMMEDIATELY. SD STORM, W WATER, SIZE AS NOTED PROTECT EXISTING UTILITIES AT ALL TIMES DURING CONSTRUCTION. CALL THE ONE CALL 23. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED SIZE NOTED IF KNOWN = J ot. UTILITY NOTIFICATION CENTER AT 503-246-6699 FOR UTILITY LOCATES.ANY DAMAGE TO AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER SAWCUT z .a i EXISTING UTILITIES, WHETHER THEY'RE SHOWN ON THESE DRAWINGS OR NOT, WILL BE CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION SS SANITARY, la i o REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ATTENTION: OREGON LAW CONTROL. SIZE NOTED IF KNOWN TEMPORARY CONSTRUCTION EASEMENT z o REQUIRES ALL EXCAVATORS TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY i i a NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 24. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD W WATER, PROPOSED WALL o-o La OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, SIZE NOTED IF KNOWN o oz (NOTE:THE TELEPHONE NUMBER OF THE ADMINISTRATION OFFICE FOR THE OREGON UTIUTY MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND x x x PROPOSED FENCE Z NOTIFICATION CENTER IS 503-232-1987). AND MATERIAL. G GAS - SANITARY SEWER MANHOLE 5. THERE ARE A NUMBER OF PRIVATE UTILITY FACILITIES WHICH WILL BE ADJUSTED OR 25. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE UGT UNDERGROUND 0 RELOCATED BY EACH PRIVATE UTIUTY. THE CONTRACTOR SHALL COORDINATE WITH EACH WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC TELEPHONE ® STORM SEWER MANHOLE Z AFFECTED UTILITY A MINIMUM OF TWO WEEKS PRIOR TO WORK IN AN AREA REQUIRING PROPERTY AND THE RECEMNG SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT Q ADJUSTMENT OR RELOCATION OF A PRIVATE UTILITY'S FACILITY. SEE SPECIFICATION SECTION ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE OHP OVERHEAD POWER m CATCH BASIN 00150.50(B). DRAINAGE CONTROL. N UGP UNDERGROUND POWER En, CURB CUT W 6. THE CONTRACTOR SHALL EXERCISE ALL DUE CARE IN PROTECTING PROPERTY ALONG THE 26. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND 0 ROUTE OF THE IMPROVEMENTS.THIS PROTECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF x x x FENCE 0 STORMWATER OVERFLOW/INLET TREES, YARDS, FENCES, DRAINAGE LINES, MAIL BOXES, DRIVEWAYS, SHRUBS, LAWNS, NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE O Z IRRIGATION SYSTEMS, WITHIN ANY RIGHTS-OF-WAYS AND EASEMENTS. IF ANY OF THE ABOVE NECESSARY, IT SHALL BE DONE AT THE CONTRACTORS EXPENSE. CHANGES MUST BE WALL B3 WATER METER Z W HAVE BEEN DISTURBED, THEY SHALL BE RESTORED AS NECESSARY TO AS NEAR THEIR APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL 0 ORIGINAL CONDITION AS POSSIBLE OR REPLACED IN KIND. COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. SD STORM SEWER MANHOLE A), FIRE HYDRANT J LLI -17. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND ALL 27. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE Ss) SANITARY SEWER MANHOLE 0 BUTTERFLY VALVE Ct INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, W MANNER. ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE [EH CATCH BASIN CONTRACTOR IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING I' BEND Z 8. THE CONTRACTOR AND/OR EACH SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE SET FROM THE PROSECUTION OF THE WORK. cr' CLEANOUT 4+ TEE Li_I OF CRY-APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES WHILE WORK IS 0 BEING DONE. 28. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT ® WATER METER LEAST 2 IN. OF HOT MIX ASPHALT. 9. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT "REDLINE 0 GATE VALVE C) DRAWINGS"TO PROJECT ENGINEER FOR PREPARATION OF RECORD DRAWINGS. "REDLINE 29. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES w o DRAWINGS" DOCUMENT ALL DEVIATIONS AND REVISIONS TO THE APPROVED PLANS;THEY (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO FIRE HYDRANT ABBREVIATIONS N ALSO RECORD A DESCRIPTION OF CONSTRUCTION MATERIALS ACTUALLY USED (PIPE OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK .� o M MATERIAL, ETC.) AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE CONTRACTORS' pp IRRIGATION VALVE p EXPENSE. ACP ASPHALT CONCRETE PAVEMENT 10. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED ® POWER BOX/VAULT BR' BUTTERFLY VALVE • C CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL 30. THE CITY'S INSPECTORS MAY,AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR i" o WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE REPORTS FROM THE CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION EI JUNCTION BOX CB CATCH BASIN //u� z Q CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S ADEQUACY/ COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE CL CLASS WC I t J STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY CONTRACTORS' EXPENSE. © COMMUNICATION BOX DECID DECIDUOS > (1) `4OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK * ° PERFORMANCE. 31. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. 9J UTILITY POLE DIA DIAMETER a REPLACEMENT SHALL BE AT THE CONTRACTORS' EXPENSE. DI DUCTILE IRON 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND POTHOLE AS NEEDED TO GUY WIRE DL DRIPLINE VERIFY ALL EXISTING CONDITIONS BEFORE THE START OF WORK. THE CONTRACTOR SHALL 32. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING,THE NAMES AND 24 TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO El GAS VALVE EA EACH EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS. SHOULD RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND, IN GENERAL WILL BE RESPONSIBLE IN Z- ANY ERROR OR INCONSISTENCY EXIST,THE CONTRACTOR SHALL NOT PROCEED WITH THE CASE OF ANY EMERGENCY. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR, IN LUMINAIRE EG EXISTING GROUND U WORK AFFECTED UNTIL REPORTED TO THE PROJECT ENGINEER FOR CLARIFICATION OR WRITING, OF ANY/ALL ASSIGNMENT CHANGES. EL ELEVATION W CORRECTION. _o- SIGN EP EDGE OF PAVEMENT W 33. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 ( �) > O 12. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" `-� ( ) TREE, SHRUB, FG FINISH GRADE _ AND PROTECT THEM DURING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 * `-' OR ROOT SYSTEM FL FLOWUNE W CC / 0_ REPLACE ANY DAMAGED UTILITIES USING MATERIAL AND METHODS APPROVED BY THE UTILITY CONSTRUCTION, SUB-DMSION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY FT FOOT FEET al W OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. oiooioi0000iooioi00000000i000000 STRUCTURE CC (/) APPROVAL FROM THE UTILITY PROVIDER. V / IE INVERT ELEVATION Q CC I- 34. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY EASEMENT HORIZ HORIZONTAL Lai C7 (/) I- 13.13. THE CONTRACTOR SHALL PRUNE ALL VEGETATION,AS NECESSARY AWAY AND UP FROM THE NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR I- STREET AND SIDEWALK. AS WELL AS ANY ROOT PRUNING AS DETERMINED BY THE 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CAWNG IN INCH/INCHES _IW M ENGINEER. THE CONTRACTOR SHALL PROTECT ALL EXISTING LANDSCAPING THAT IS TO 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. 200'- - MAJOR CONTOUR MAX MAXIMUM W J W C.)REMAIN. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. 0 < ix MINOR CONTOUR MH MANHOLE _ 0 14. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL CLEAN UP THE PROJECT AREA 35. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER MIN MINIMUM > C_) 0_ AND LEAVE IT IN A NEAT AND SECURED MANNER. UPON COMPLETION, THE CONTRACTOR RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF TOE SHALL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. MJ MECHANICAL JOINT C.) C,') I- THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS TOP NTS NOT TO SCALE 15. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. PVC POLYVINYL CHLORIDE PROPERTIES/BUSINESSES ADJACENT TO THE PROJECT. THE CONTRACTOR SHALL NOTIFY STRIPING A AFFECTED PROPERTY/ BUSINESS OWNERS A MINIMUM OF 48 HOURS PRIOR TO ANY SAN SANITARY SEWER „ It DRIVEWAY CLOSURES AND ASSIST PROPERTY OWNER WITH ALTERNATIVE PARKING. o BOLLARD SD STORM DRAIN Q PEDESTRIAN AND VEHICLE ACCESS TO ENTRANCES SHALL BE MAINTAINED AT ALL TIMES. SS SANITARY SEWER THE CONTRACTOR SHALL PROVIDE RAMPS OR OTHER APPROVED METHODS FOR MAINTAINING • SURVEY MONUMENT ACCESS TO ENTRANCES. CRAMPSCS WORK.BE ADA COMPLIANT, APPROVED BY THE ENGINEER, RECORD DRAWING SSMH SANITARY SEWER MANHOLE I--1 AND TO THEe BORING LOCATION SDBH STORM DRAIN BEEHIVE (~ 16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION SDMH STORM DRAIN MANHOLE SAFETY, HEALTH AND OTHER RULES AND REGULATIONS FROM OSHA, DEQ, STATE,AND ACCUISHED AND COMPLETENESSPL. WESSIS ENGINEERING THEINFORMATION IS RELYINGF UPON THE T73371 PROPERTY ADDRESS STA STATION DRAWING NO: LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING BUT ACCURACY S OF THE FURNISHED BUT NOT LIMITED TO SHORING, BRACING, ERECTION INSTALLATION, FALL PROTECTION, GUARDRAILS, ASSUMESRAINGOR RESPONSIBILITY FOR THE ACCURACYWOF THIS RECORD STD STANDARD / DRAWING FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN /� ETC. INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD C 2 17. IF CULTURAL OR ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON THE SITE DURING DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 2 OF 47 INSPECTOR, AND TIGARD WATER PERSONNEL.THIS MEETING SHALL TAKE PLACE PRIOR TO SANITARY SEWER FOR DISPOSAL ALL DAMAGED IRRIGATION AND HOUSE DRAINAGE PIPE, HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. STREETS AND STRUCTURAL FILLS: EACH CONNECTION AND BE HELD NO LONGER THAN ONE WEEK PRIOR TO THE DRAIN TILES, SEWER LATERALS AND CULVERTS SHALL BE REPAIRED EXPEDITIOUSLY. 00tO., 1. ALL TREES, BRUSH AND DEBRIS WITHIN THE LIMITS OF THE RIGHT-OF-WAY AND ON THE EQUIPMENTCONNECTION., PUMPS AND THECOSESSAND ALL EQUIPMENTHALL HAVE ALLINGS NEEDEID PE TO MAKEINE THEWABBING CUT IN APPROVEDDEBRISLLOCATION.ECTEDHALL BE DISPOSED IN A COMMERCIAL LANDFILL OR OTHER DEMOLITION: la op om op cez AREAS TO BE FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR CONNECTION AT THE MEETING AND AVAILABLE FOR CITY INSPECTION. '6z,; UNLESS OTHERWISE NOTED ON THE PLANS OR FLAGGED IN THE FIELD. 5. STORM AND SANITARY SEWER PIPE SHALL BE OF THE SIZE AND TYPE NOTED ON THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING ¢a 17. THE NEW PIPELINE SHALL BE FLUSHED, PRESSURE TESTED,AND DISINFECTED BEFORE PLANS. CATCH BASINS AND CURB INLETS SHALL BE THE TYPE SHOWN ON THE DETAIL AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA TO ALLOW co w=Z 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF ANY CONNECTION TO THE EXISTING WATER SYSTEM IS MADE. TEMPORARY BLOW-OFFS SHEET. FOR EXECUTION OF THE WORK. z o 5 REMOVING THE TOPSOIL HUMUS. STRIPPING DEPTH SHALL BE 6" PER 00220.41. SHALL BE PROVIDED BY THE CONTRACTOR AT ALL DEAD-ENDS. "' STRIPPING MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON SITE 6. INSTALLATION OF THE STORM AND SANITARY SEWER SHALL BE PERFORMED ACCORDING TO 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN THE PROPERTY OF w o 0 AS SHOWN ON THE PLANS AND PER INSTRUCTION BY THE INSPECTOR, OR HAULED OFF 18. ALL PIPES, VALVES, AND FITTINGS SHALL BE THOROUGHLY FLUSHED PRIOR TO PRESSURE THE STANDARD PRACTICE. PIPE LINES SHALL BE LAID ON A STRAIGHT ALIGNMENT AND THE CITY OF TIGARD, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, SITE TO AN APPROVED LOCATION. TESTING AND CHLORINATION. FLUSHING SHALL BE DONE THROUGH BLOW-OFF UNITS, UNIFORM GRADE BETWEEN STRUCTURES. PIPE BEDDING SHALL BE PLACED TO FORM A REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY. W HYDRANTS, INDIVIDUAL SERVICES, AND MAIN AT A VELOCITY OF AT LEAST 2.5 FEET PER CONTINUOUS AND UNIFORM BEARING SUPPORT FOR THE PIPE AT EVERY POINT BETWEEN .- 3. EMBANKMENTS AND STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE SECOND (FPS). JOINTS; PIPE ZONE MATERIAL SHALL BE FIRST PLACED UP TO THE SPRING LINE OF THE 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED OR c CONSTRUCTED ON BUILDABLE AREAS SHALL BE CONSTRUCTED FROM EXCAVATED PIPE AND MATERIAL UNIFORMLY COMPACTED BY HAND TO INSURE PROPER SUPPORT STORED AT THE PROJECT SITE AS DIRECTED BY THE CITY OF TIGARD. MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN 19. PRIOR TO ANY FLUSHING PROCEDURES,THE CONTRACTOR SHALL ISSUE A FLUSHING PLAN WITHIN THE PIPE HAUNCHES. ALL BACKFILL IN PUBLIC RIGHT OF WAY AND OTHER LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED PROVIDING DIRECTION OF FLOW, SURFACE WATER MANAGEMENT BEST MANAGEMENT TRAFFIC AREAS SHALL BE 3/4"-0" COMPACTED CRUSHED ROCK, COMPACTED TO 95% 4. ALL LANDSCAPING, PAVEMENT, CURBS, WALLS, FENCES AND SIDEWALKS, BEYOND THE 'm TO 95 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASHTO T-99 COMPACTION TEST. PRACTICES (BMPS), AND A WRITTEN SCHEDULE TO THE CITY PROJECT INSPECTOR FOR PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASHTO T-99 COMPACTION TEST. IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO COMBINATION TEST RESULTS SHALL BE SUBMITTED TO THE CITY INSPECTOR. APPROVAL. A 48-HOUR NOTICE SHALL BE GIVEN TO THE CITY PROJECT INSPECTOR PRIOR THEIR ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST. CO > TO ANY SYSTEM SHUT-DOWN OR FLUSHING PROCEDURES. UNDER NO CIRCUMSTANCES 7. PRIOR TO ACCEPTANCE, ALL PUBLIC STORM AND SANITARY SEWERS, EXCEPT DUCTILE 5. FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN 2 HORIZONTAL SHALL THE CONTRACTOR OPERATE ANY CITY VALVES. IRON AND C900, SHALL BE THOROUGHLY CLEANED AND,AS APPROPRIATE, MANDRELLED 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST a TO 1 VERTICAL.ALL FILL SLOPES SHALL NOT EXCEED 2 HORIZONTAL TO 1 VERTICAL. NO AND TV-SCANNED IN ACCORDANCE WITH THE CITY OF TIGARD'S REQUIREMENTS FOR SUCH EXISTING CONSTRUCTION JOINT. ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MINIMUM DIMENSION GREATER THAN 12 20. PRESSURE TESTING SHALL COMMENCE ONLY AFTER BACKFILL HAS PASSED THE REQUIRED TESTS. INCHES SHALL BE BURIED OR PLACED IN THE FILLS. COMPACTION TESTS PER AASHTO T-180 AND THE ROADWAY BASE ROCK HAS BEEN 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND PLACED, COMPACTED, PROOF ROLLED, AND APPROVED BY THE CITY PROJECT INSPECTOR. 8. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE NEW PAVEMENT. o 6. ROCK BASE FOR ASPHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK CONSTRUCTION "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL <.- SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND DETAIL SHEET AND IN 21. ALL MAINS WITH A STATIC PRESSURE UP TO 100 POUNDS PER SQUARE INCH (PSI) BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM ALLOWABLE LOSS OF 5 BUILDINGS TO THE SEWER SYSTEM. _ ' PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE z 0 a 7. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIAL PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM 9. BEFORE PLACEMENT OF ASPHALT, THE CONTRACTOR SHALL CLEAN AND COMPLETE A - -la •lC i o CAUSED BY THE CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE LOSS OF 5 PSI. ALL PRESSURE TESTING SHALL BE COMPLETED IN THE PRESENCE OF PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE CONTRACTOR SHALL Z o CONCLUSION OF EACH DAY OR OPERATION. CLEANING SHALL BE BY GRADER AND THE CITY PROJECT INSPECTOR. PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY =i FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LABOR UNLESS DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 0-o OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND CWS 22. UPON SATISFACTORY COMPLETION OF PRESSURE TESTING,THE NEW MAINS SHALL BE z o z EROSION CONTROL PROCEDURES. CLEANED VELOCITIESD SHALL BEED ATWITH LEAST02.5LE FPS.ATER THE PI EUNE SHIOR TO ALLDISINFECTION.THOROUGHLY FLUSHING FLUSHED, TRAFFIC CONTROL: - 8. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING AND GRAVEL SHOULDER CHLORINATED,AND TESTED IN ACCORDANCE WITH AWWA STANDARD C651-92,THE STATE RESURFACING,THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, ROCK GRAVEL AND HEALTH DMSION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM OTHER FOREIGN MATERIAL FROM THE PAVED SURFACE AND STORM DRAINAGE STSIEM. DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40 TO 50 MILLIGRAMS PER LITER TRANSPORTATION, FHWA, CURRENT EDITION. (/) 9. ALL RADII INDICATE FACE OF CURB OR EDGE OF PAVEMENT, AS APPLICABLE. ALL (MG/L),AND IT SHALL BE INTRODUCED INTO THE MAIN THROUGH A TAP NO MORE THAN W DIMENSIONING IS WITH RESPECT TO FACE OF CURB. 18 INCHES FROM THE CONNECTION POINT TO THE EXISTING SYSTEM. THE DISINFECTION 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH I- in MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM OR SODIUM HYPOCHLORITE AND THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY(JOB W 10. ALL CUT EDGES SHALL BE SAND SEALED WITH CRS-1 OR CRS-2 EMULSIFIED ASPHALT WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH, POTABLE SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC OR APPROVED EQUAL. WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. Z D SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE Z RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NON-SPORE-FORMING 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME, WITHOUT HAVING J - WATER NOTES: BACTERIA. DURING THE CHLORINATION PROCESS,ALL VALVES AND ACCESSORIES SHALL BE FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS < F- OPERATED. ALL PARTS OF THE LINES AND SERVICES SHALL BE DISINFECTED. TYPICAL RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO Q Z 1. ALL JOINTS TO BE RESTRAINED. RETENTION PERIOD IS 24 HOURS.AT THE END OF THE 24-HOUR PERIOD,THE PIPELINE AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE)AND W 0 IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. Z (, 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. AFTER SATISFACTORY DISINFECTION, FLUSH THE CHLORINATION WATER FROM THE LINE W UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA BY ANYONE OTHER THAN BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. THE DISINFECTION WATER GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH 0 TIGARD WATER PERSONNEL IS PROHIBITED. MUST BE DISPOSED OF IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY CONSTRUCTION WORK. 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED, APPROVED PLANS ON THE METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY THE CONSTRUCTION SITE AT ALL TIMES. DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ).AFTER FLUSHING AND DISPOSAL OF THE 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING DISINFECTION SOLUTION THERE WILL BE ANOTHER 24-HOUR PERIOD PRIOR TO NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK C) 5. ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION (AWWA) BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TEST SAMPLES WILL BE COLLECTED BY A STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. C w o STANDARDS. TRAINED TIGARD WATER PERSONNEL WORKER. ' N PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION 'w T. o M 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. ST. LOUIS, MO 63102.THE SAMPLING STATION SHALL BE 2-INCH - 0-INCH BURY, WITH OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. V+ 4) p A 3/4-INCH FEMALE IRON PIPE THREAD (FIPT) INLET,AND A 3/4-INCH UNTHREADED 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE, HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, 7. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN •. C AND MADE IN THE UNITED STATES OF AMERICA(USA). PIPE SHALL BE "MON"JOINT NON-REMOVABLE,ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE ' o DUCTILE IRON, CLASS 52.ALL FITTINGS SHALL BE MECHANICAL JOINT (MJ) UNLESS SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN ALL-BRASS CITY MANAGER. mi. CD z a OTHERWISE SPECIFIED. WATERWAY.ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE \V C I to p GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE 8. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED Q) L....8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36 SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE 0 INCHES. BACKFILL SHALL BE 3/4-INCH - 0-INCH GRAVEL. AND TO MINIMIZE BACTERIA GROWTH.THE EXTERIOR PIPING WILL BE BRASS, AND A PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:00 P.M. AND 9:00 AM. ,a 1/4-INCH BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 1/4-INCH PET COCK ON UNLESS AUTHORIZED BY THE CITY ENGINEER. 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36 INCHES OF FINISHED GRADE, THE VENT PIPE. OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 9. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL 23. ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER ALSO BE PROVIDED FOR. 10. THRUST BLOCKS MAY BE REQUIRED AT TEES, CROSSES, OR BENDS AND WILL BE OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DOUBLE CHECK (- SPECIFIED BY THE CITY PROJECT INSPECTOR OR ENGINEER. POURED CONCRETE THRUST VALVE ASSEMBLY (DCVA) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN 10. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS U BLOCKS WILL HAVE AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE AT EACH TEE, ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC W CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED SAFETY. L1J -' BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE > O 11. EVERY 2-INCH WATER SERVICE LOCATION TO BE MARKED, AND MARKER TO REMAIN IN OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY 11. TRAFFIC CONTROL TO BE PERFORMED IN ACCORDANCE WITH THE MANUAL FOR UNIFORM C PLACE UNTIL THE WATER METER IS INSTALLED.ALL 2-INCH WATER SERVICES SHALL THE OWNER, WITH THE RESULTS FORWARDED TO THE TIGARD PUBLIC WORKS WATER TRAFFIC CONTROL DEVICES AND OREGON AMENDMENTS AS REQUIRED. THE CITY CAN Q I- CCCONSIST OF AN MJ X 2-INCH IPT TEE AND 2-INCH IPT X 110 COMPRESSION FITTING AS DIVISION BEFORE WATER SERVICE CAN BEGIN. REQUIRE ADDITIONAL TRAFFIC CONTROL MEASURES AS NEEDED TO PROVIDE FOR PUBLIC MANUFACTURED BY MUELLER COMPANY. SAFETY. W 12. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ X 6-INCH FLANGE (FLG.) TEE, 6-INCH 24. ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER Q IY I- FLG. X MJ GATE VALVE, 6-INCH MJ X MJ HOLDING SPOOL AND A MODERN MUELLER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DOUBLE CHECK 12. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PER THE 0 (/) :2: CENTURION FIRE HYDRANT, A-443, 6-INCH MJ, 5 1/4-INCH MVO, 3 PORT (2-2 VALVE ASSEMBLY (DCVA) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN SPECIFICATIONS 7 DAYS PRIOR TO STARTING CONSTRUCTION. II Z 1/2-INCH NST HOSE CONNECTION, 1-4 1/2-INCH NST PUMPER,) 1 1/2-INCH ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL J i .i M PENTAGON OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL: SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED 13. THE CONTRACTOR SHALL COORDINATE ACCESS TO DRIVEWAYS WITH PROPERTY OWNERS. Li_ _IW WATERIOUS PACER 6790, CLOW MEDALLION. BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE ACCESS TO ROADWAY APPROACHES WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED AT 0 Q U OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY ALL TIMES. TRAFFIC PLATES SHALL BE USED (AND SECURED IN A MANNER ACCEPTABLE _ OC) 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH THE OWNER, WITH THE RESULTS FORWARDED TO THE TIGARD PUBLIC WORKS WATER BY THE AGENCY) ACROSS ALL TRENCHES BLOCKING DRIVEWAYS TO PROVIDE ACCESS AT V 0_!1 1/2 CUBIC YARDS OF CRUSHED 2-INCH - 3/4-INCH DRAIN ROCK. GEOTEXTILE DIVISION BEFORE WATER SERVICE CAN BEGIN. ALL TIMES. AT NO TIME SHALL CONTRACTORS DETAIN OR DELAY EMERGENCY VEHICLES. 5j L_1 FABRIC WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE (..) (/) EARTH COVER. 14. CONTRACTOR SHALL COORDINATE ACCESS FOR SERVICES INCLUDING, BUT NOT LIMITED TO, _ 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEETMAIL DELIVERY,TRASH PICKUP, SCHOOL TRANSPORTATION,AND ANY OTHER SPECIAL - VERTICALLY OF A STORM AND SANITARY SEWER: TRANSPORTATION SERVICES THAT EXIST WITHIN THE PROJECT AREA. A WATER MAIN SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6 INCHES THICK IIIi lit FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS 1. ALL STORM AND SANITARY SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM 15. EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION SIGNING ARE TO BE COVERED OR Q ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST TO THE APPLICABLE SECTIONS OF THE CITY ENGINEERING DESIGN MANUAL& CWS DESIGN REMOVED AND REINSTALLED AFTER CONSTRUCTION. 18 INCHES OF SEPARATION BELOW THE WATER LINE. AND CONSTRUCTION STANDARDS. CJ 16. GRADE CHANGES WITHIN THE TRAVELED LANE OR A VERTICAL CHANGE OF MORE THAN 1" RECORD DRAWING Er '-' 15. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK SPECIFIED HEREIN TO MAINTAIN 2. ALL STORM DRAIN LATERALS SHALL BE WHITE AND ALL SANITARY SEWER PIPES SHALL BE WILL REQUIRE TEMPORARY HMAC RAMP WITH PAPER OR SAND JOINTS AS NEEDED. [� CONTINUOUS WATER SERVICE TO EXISTING WATER USERS. WHERE IT IS NECESSARY TO GREEN. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION SHUT DOWN SERVICE TO MAKE REQUIRED INTERTIES, THE CONTRACTOR SHALL NOTIFY THE 17. CONTRACTOR SHALL PROVIDE SAFE, STABLE, AND ACCESSIBLE ACCESS TO ALL DRIVEWAY FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE CITY PROJECT INSPECTOR AT LEAST FIVE WORKING DAYS PRIOR TO A PLANNED WATER 3. ALL SERVICE LATERALS TO BE CONSTRUCTED AT A MINIMUM SLOPE OF ONE-QUARTER AND PEDESTRIAN PATHS CONNECTING TO FRONT DOORS AT ALL TIMES. TEMPORARY ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT DRAWING N0: SERVICE SHUT DOWN TO ALLOW THE OWNER TO NOTIFY USERS OF THE UPCOMING INCH PER LINEAR FOOT UNLESS OTHERWISE SHOWN ON PLANS OR APPROVED BY THE INTERRUPTIONS IN ACCESS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD TEMPORARY SUSPENSION OF WATER SERVICE. CITY BUILDING DIVISION. PROPERTY OWNER/RENTER AS REQUIRED. DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD 16. PRIOR TO ANY CUT-IN OR CONNECTION,THE CONTRACTOR SHALL HOLD AN ONSITE 4. ALL EXISTING STORM SYSTEMS SHALL BE CLEANED AND FLUSHED AND ORIGINAL DRAINAGE 18. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS PRE-CONSTRUCTION MEETING WHERE THE CUT-IN SCHEDULE AND COORDINATION WILL BE RESTORED. SEDIMENT, ROCK AND OTHER DEBRIS SHALL BE COLLECTED AND DISPOSED PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. DISCUSSED.THOSE TO ATTEND SHALL INCLUDE THE ONSITE FOREMAN, CITY PROJECT OF IN A PROPER MANNER. IN NO CASE SHALL DEBRIS BE FLUSHED DOWN A STORM OR CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT 3 0F 47 3 00�O r ,r, COa 41 / 8' PUE 58' R/W ," ce z a oz zw z 35' R/W 23' R/W �� z FENCE CONSTRUCT SIDEWALK AND STORM 0 S 0 Iii WATER PLANTER OR SIDEWALK AND 1 w o 0 / LANDSCAPING PER PLAN. SEE / 6' BIKE LANE / 11' TRAVEL LANE / 11' TRAVEL LANE / 6' BIKE LANE / 5.5 /' 1.5'/- SECTIONS, THIS SHEET, FOR DETAILS. SHOULDER L.,EXISTING GROUND " ~ FENCE 1 5 f c rm 6"TYP / 6' SIDEWALK / 5.5' PLANTER / VARIES 6"— 6" CURB (TYP) /- VARIES 2%TO +2%) 6 RETAINING WALL 6" ( 2%TO +2%) • pp PER PLAN ..,.. (- 5 L r r r T rx r �v rrF aw �r rr� r rr r� a.•. 6"TYP c -Aih4 ,Ter' QS `r"�c , 4.,,, ' ` :� rC _ .2 .. ALL �� -" * +hr (v`�'••.hu *r ..4-�' •t ._�.3x...du0t`aiz�". �., r•rY aai. i'�. .:..,9'_..:..._ v .. t w 7 PER PLAN RETAINING W rn . W ^V V �� 6" OF 3/4" - 0"AGGREGATE- 1 -SEE ROADWAY RESTORATION z 5 BASE COMPACTED TO 95% PER SECTION THIS SHEET _ Z a z o AASHTO T-99,TYP i i a o-0 -6"OF TOPSOIL z o= 6' SIDEWALK PER SW TECH CENTER DRIVE SECTION INSTALL STANDARD /—5' LANDSCAPE / CITY OF TIGARD / CURB AND GUTTER STD. DWG 120, STA 41+94.39 TO STA 44+00.49 (/) PER CITY OF SHEET D1 NTS Z TIGARD DWG 126, SHEET D1 O T 4 T 4 4 T 12"TOPSOIL y VARIES (SEE PLANS) VARIES (SEE PLANS) 1 Q 1 I U SIDEWALK AND LANDSCAPE SECTION* / 6' BIKE LANE—, 11' TRAVEL LANE .�' 11' TRAVEL LANE / 6' BIKE LANE / 5.5' SIDEWALK / NTS >- 3. *MIRROR SECTION AS REQUIRED 1 f•: i `�ye� �Ci�j��y, 6"�/�6"CURB (TYP) VARIES VARIES 6" CURB (TYP)�,r- 6"�, 1.:* I PROPOSED Ri�W� . R/W i✓�� ( 2% TO +2%) 1 (-2%TO +2%) 21( N INSTALL MODIFIED CONCRETE �� RETAINING WALL ARI5 ' a w M-F?-.'�5. • _ 1 ) �L a 6' SIDEWALK � * o PER CURB. SEE DETAIL SHEET D1 OR SLOPES AS s t f A //� N 6"�l'i' SHOWN ON PLANS stt y, s 7.�� c •r} f. 4 VO QD cp CITY OF TIGARD INSTALL STREET SIDE LIDA j �i a •6►�'d ■ STD. DWG 120 PLANTER. SEE DETAIL, SHEET DS • , _ INSTALL 12"THICKENED CURB AND -SEE ROADWAY RESTORATIONCD z a GUTTER. SEE DETAIL, SHEET D1 SECTION THIS SHEET CD y� 0 00 41 a _ RECORD DRAWING SW TECH CENTER DRIVE SECTION THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE STA 44+00.49 TO STA 44+91.68 ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT NTS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD I— DRAWING OR R Y S OR SSIONS WHICH MAY HAVE SIDEWALK AND STORM WATER PLANTER SECTION* INC RPORA EDOINTONIT ASRARRESUL. THOSE USING THIS RECORDEEN W NE DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS W * MIRROR SECTION AS REQUIRED ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. _ > O 3 W (Y 0_ CI 4"OF 3/4" - 0"AGGREGATE BASE- cc III� 12" OF 3/4" - 0"AGGREGATE COMPACTED TO 95% PER AASHTO T-99 / 25 R/W X Ca'> I— W Z BASE COMPACTED TO 95% PER 2" LEVEL 2, 1/2"- (/) 1_ W AASHTO T-99 DENSE ACP 2" LEVEL 2, 1/2" 5' STORMWATER z I— Z DENSE ACP / 6' BIKE LANE / 11'TRAVEL LANE O J W M PLANTER/LANDSCAPING 5" LEVEL 2, 1/2"- AREA PER PLANS ° GROUNDI L.� Q U 6" OF LEVEL 2 ASPHALT- DENSE ACP 5" LEVEL 2, 1/2" EXISTING I O CONCRETE PAVEMENT(PLACED DENSE ACP GROUND _ 6" CURB (TYP) ,/- VARIES '� 2 IN TWO LIFTS) I O >-(-2.7%TO +2%) � C.) 0_ • ,o• o� 3.� U (n I— _ 0 ' �o v �0 I, o ��� O oMEM a.a,.4t�.sahaasa .a� 4z. � �� : A • 124 /.h,›,, s, . *tit 14"OF 1 1/2" - 0" 12" DEPTH CEMENT Ag - 4 COMPACTED SUBGRADE TO 95% AGGREGATE BASE COMPACTED TO WOVEN AMENDED SUBGRADE E PER AASHTO T95% 95% PER AASHTO T-99 GEOTEXTILE SEE ROADWAY RESTORATION SECTION THIS SHEET Erg I-I COMPACTED SUBGRADE TO 95% PER AASHTO T-99.- SATURATED CONDITIONS LIKELY TO BE ENCOUNTERED AT AREAS OF EXCAVATION, CONTRACTOR RESPONSIBLE DRAWING NO: FOR MOISTURE CONDITIONING AS REQUIRED TO MEET COMPACTION REQUIREMENTS. SEE GEOTECHNICAL PRIVATE PARKING DRIVEWAY REPORT FOR ADDITIONAL DETAILS. CEMENT TREATED BASE �`4 3 SW TECH CENTER DRIVE SECTION RESTORATION SECTION ROADWAY RESTORATION SECTION ALTERNATIVE PAVEMENT SECTION STA 44+91.68 TO END NTS NTS NTS NTS 4 OF 47 o a w \ ' I l x I 1r. / \ c. �ma I I 11 11 �Z co \ FIEILD TRUST IMPROVEMENTS 1 II wo i`a''• • J I I x 1 1 == wvo - 1 I I z o P I 1 1 I 1 1 0 20 40 z ry i 1 1 1 �— w o o 1 h\I \ I I I SCALE IN FEET 1 1 1 1 w \ -*\_'SO 1! I I\ x 1 \t I I I 1 14 1 m \ I I I ill ; UA \ #® II \\ I II ; SD o � � a x \ \ I II11 1 1 I III -1_ I II \ I II 11 1 I I 7555 SW TECH CENTER DR I o I �v \8' EASEMENT I1 ' �— > �`w� ?t V I / 1 �v 1. -�— I 0 a a= \ \ r r11 I M \ E 1 l r/ V A 1 1 A I o 11I1 I \ 1 —� ��� 11y\J ( \\ \ ,I \\\ o \ \ \\ \\\ \ / II1 1 - /, \\ i I 5/8" IRON ROD \\ \ \ \ I - I -- --- -- �- II / \\ I - \ • \ I ww-_, d 1 .\ \ \ \\ \ \ / I I o \ \ 1 II1 Z 58' RIGHT OF WAY \\\\ \\\ \ + // - \ I I o N Z V / rr —_� —_ 1 I to N \ \\\\\ \ \\\ x \� x — AI \II1 III o H \ \ \ \�\ \ - 1 x \ x _ \166 __ _ I l&H,1 Li I I N , -I \\\ \ \ \ / I \ / "' ___ -__ --&,E _- I I ; III 1 gg X \ \\\\\\� \ I 111 i IIII W \ .�\ \ \ CB �I I I 1 4 + \\ \ \ 1 // / N / RIM 154.28 64' _\ _ \ I i I \ 0 \ \\\\ \ \ \ 1 \ IE 10"IN S.151.83- --__- \ I 1 11 + @\\ \ \ 1\\\�/ \ / IE 12"OUT SE. 151.61 l I I I \ ss,\ \ \\\ 6 \\\ RIM161.37 \ \ \\ Y� STM MH S17 MH 1 I H \ + \\\ --/6 RIM 155.18 RIM 170.08 \\\ \ \ / D E 12" IN NW. 151.78 = IE 24" IN E 165.73 o I \ `.\ \ \.\ . _ // / / �-_- \ y del IE 12" IN N. 151.70 --o IE 12"IN S. 166.68 I"I _ C_ p3 0 + ` SAN MH l lr 75d: E \" __ IE 24" IN E. 151.61 I IE 24"INN 161.75 j } �L o RIM 154.38 / I ro t \--_- -'# a_ IE 24" OUT SW. 151.56'= ° -J IE 24" OUT W 161.68 I 11 1 II f- I i /'^A a) 0 \ \ IE 12"IN E. 146.21- / / /I o - ,� _ -- _ I p .., II \11 \ �/ o IE 12°IN OUT SW. 145.23 / / - W'''' V I �_ \ JX \ _\ CB 1 nn� \ �:A\V A A �/ '/ Hp RIM 159.08 l ss I•� �z \ i 9° DHP -=t IE 24" IN E. 153.57 � o \ :\ \ /' z �of - -IE 24" OUT W. 153.39\\ O o lu w ___-' ®j 24" SD 24' SD 111M1. 111 - L4/SD [4 JU- 24" \ + \,-- SS $,. SS $.. SS /' I� / / z4" Sp \\ \ .' SW TEC ' 8' SS 8�/�S / / / 8" SS / 63 8"/55 + 2" w H CENTER DR �� o - ~ 4 \ \ \ / 1ti (IIII 1,., o \ ` w \ // .HP ��\ ______ —\w \z.. w z" 2" w o\ W .1.� bHP —/ V A V 11 A V >. 0 MI + N5A ___-------- —T G - - ~ \ + 5n3 so I \\ � ® I`. _ e '---- -\_ _� P ecT off / Q ~ W ~ CB • Z \ RIM 154.27 �' \ Lw J W W \ IE 10"OUT N 151.70 __- SAN MH \ \ p Q U / / RIM 158.58 SAN MH 1 \ </�� 147.89 RIM 171.24 r 2 \ EXISTING STORM EASEMENT \ IE 12" O T.W. 147 IE 10"IN E. 163.43 W M \ \ IE10"INN. 163.07 _ IE 12" OUT W. 147.44' U (n I- \ I 7550 SW TECH CENTER DR IE 10"OUT W. 163.07 A \ n 124 \ \ d \ Er C7 PLAN RECORD DRAWING Il THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT DRAWING NO: ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING R FOR ANY PURPOSE. 5 OF 47 w // a O m- �z � la l \ 1 1 ,I \I oll / F II=1 za 0 .;\ w c_.,z I 16" O I N (/) i� I III I`11 I I\ 25MAPLE 0 20 DL � 0 w o 0 \ I \ M►_. _.� * I \ SCALE IN FEET I II I �► ��` CEDAR T F v � ��� CLUSTER 20' o 1, II Op n CEDARDECID. \ CLUSTER 15' m v 20'\DLI\ G1 \ DL o >I \ a m \ \ 15"MAPLE I 1 \ k \ \ 30'DL , E I 1 II I ill S \I 7337 SW TECH CENTER DR I I ` \ \ PINE 5' N N 20" , c / V A DL 12" > aI DECID. V dV V A DECID. c =,_ I 20'DL \ I' \ 20'DL a i II \ I '��\ 171501 s 1 �I A / V ; A A - ai5 1 q -ikf \ \ ' CEDAR 20' z o a 18° 16" 20" 18" 22" 16" 16" \ \ i� �I�_ A�4 I DLo I DECID. DECID. DECID. DECID. DECID. MAPLE MAPLE \ / , 'I`\o', \ \ ` 4-4",3-6",8" i o z I 25'DL 25'DL 30'DL 30'DL 35'DL 20'DL 20'DL \ \ •is • ' \ \\\• CEDAR 15' STM MH II \\ \\ '' / / �A f*�� DL ile INV-- RIM 192.65 r i \ -- -\ Oa- ' SAN MH E 12"IN N.188.15 ��� `� " RIM 207.07 IE 24"IN E.187.85 �\ II \ J a �\r�1 \ \ IE 8"IN N.198.67 — \ \ CB ' ' -\ J \ / iii ! \ \ \ \ \ IE8"OUT SE.198.47 — IE 24°OUT W.187.45 \ \\ il --A_ ®RIM • :7 \ Q \ \ \ \ -- \ \ c _�; -r - ° 1 0\ i�_�IQ ' ° �!• \�\ \\\\ \\\, 25CIDL D. Z Z iY 0 'r ' �2' �� \ C6 I- -- // \ \ \ , o 1 a / \�\ \\ RIM 204.28 X 24 su .a ou,M16.7 ,� \ 2a' s\ siY`� c / `\\ •I IE 8" IN E. 201.58 Z \ IE 12"OUT W. 201.08 W Z i W T CH R IR \\ F / \\`\\ \\74 -18• 0 N I — — V—-r \ _ _ � .. �\ \ DECID. U \ \ \ ( \ 20'DL —- \ w �� w �� ��� \ RIM 06 63\ 1� '�ILL\�� ; \ 18" \ \ 10"/14" \ Q DECID.,ifi ,,,,,_ _,, \/ , \ ` \ IE 21" IN N. 199.68 IAMA. alifikir ... c c— IE 12" IN E. 200.03-_ DECID.20' !" o o?\ 20'DL, x ........... _ w IE 24"OUT W. 199.53 c "1ire` DL \\�006 \ \\ 1 off" \\ .. N \, TrAlik* I c \\\ \ DITCH INLET ' " � // \ --- � --_-- TI ��\\ ��'\VR� �` \ \ \\\ \ \\ RIM 197.41 •� r7�� A - L�,I. r� \vwv v v IE 10" NE. 195.41 o \:'-' II\ I �h'p \ \ \ \ \ \- \ \\ ` 0 _ 02, N 0 • \ \ \ \ \ \ \\\\ S a) a n \ \ DECID. A`� 66> �.r 1 \ \ \\ \ \ I °�S ' 14" 20" 12" 14" 14" 14" 14" 10" 12" -14" 20'DL Coo. � \\\\ \\ , \ \\ \ DECID. FIR DECID. DECID. DECID. DECID. DECID. DECID. DECID. PINE ' ` 2 I \ \\\\\\ \ \ 20'DL 20'DL 20'DL 20'DL 20'DL 20'DL 20'DL 15'DL 20'DL 15'DL \ �A I \ \ \ \ \\ SAN MI-1 � , 9C\ \ \ \ 04, \\\\\ BRIM 195.93 ® \ \- \ \ \ \\ IE 8"IN NW.190.33 U O 10' 18" \ IE 8"IN NE.190.23 W \\ E PINEN DECID. \\ \ IE 8"OUT SE.190.13 W \ 15'DL 15'DL ,� \\ , \ \ O •. I 7298 SW TECH CENTER DR I N \ N \ IN, \\ \ `y; ....\` Q W ci \N\NNNNNNNNNNNND \ ,NO � WZ `� �\ I— (/) Z W 20'DL \ \ J W J W ti �\ . \ °N O � UO 2 PLAN 1W0_ U (n1— m A® El 124 RECORD DRAWING --- H THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION - FURNISHED BY OTHERS. WALUS ENGINEERING IS RELYING UPON THE DRAWING N0: ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN �` INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD v DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 6 OF 47 w o_ FOR FURTHER INFORMATION FOR FURTHER INFORMATION FOR FURTHER INFORMATION GRAVEL CONSTRUCTION ENTRANCE OU m ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE SEE DRAWING"855 A C.a co CHAPTER 4 OF CLEAN WATER RECORD DRAWING CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER /i/ P/L P/L Z SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION w Z AND SEDIMENT CONTROL AND SEDIMENT CONTROL AND SEDIMENT CONTROL \N� / Sff o 01 PLANNING AND DESIGN MANUAL. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION PLANNING AND DESIGN MANUAL. UNDISTURBED PLANNING AND DESIGN MANUAL. �S 5 eO / 4'OTf ¢=d FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE VEGETATION QP�,PGGF,S 7� e`DR w 0 at) ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT S��QROFo 14,o DIRECTION SLOPE S w ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD Ex Pee o > .H sT Z a CC DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN oR a e'.a.. °�f .>♦_., w o 0 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD ° ''- >..' tr f.wfa°ya iNi 66 \\\\ DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS /�/° 4'':':'.1 . :.. i� ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. //0 °:.,.:.: v4 A o. ~ p 4.. ,, c RADIUS-25'MIN. f MINIMUM 12"OVERLAP '„�� 0. 0,. i OF SEAMS. �•I�. �.'1 ° FJK-V' • *i. SIDEWALK SUBGRADE "II 0���� SEE NOTE 5 FOR APPROVED ROCK �40. OC�c,0- m U Adifli A SEE NOTE Na 3 '�� 'I1 1 .1 ,N\OG�F,;�'I :. .3 /` SUBGRADE REINFORCEMENT \C1 OI OI 1/#111$711.41114 OI {•� OI OI OI {•� �•� OI pI I' , ' /' GEOTE%TILE.AS REQUIRED Pg� 1�NOI�NOI �OI4.��OIO��iVpj�OI`��iV4.��N4.��0I4.��N�.��Np��0I4. O �''� ' CULTIVATE SOIL TO CREATE FURROWSDEPTH �`IO``,IO� 44,��I``�I��`I,w,�I����Iwi�Nwi�iSl�i�QI��I.I��` PERPENDICULAR TO SLOPE `�QI`i t`Ii w!I;��,.4231�I`i4,I`i4,I`�`,0 INSTAMEASURES AT THE CORNER ANL SEDIMENT D 1. -4411AW : adl• EXTEND 6'MIN ALONG PROPERTY LINE WW11�HI GRAVEL CONSTRUCTION N IJ."0 \ CURB ASPHALT ROADWAY ENTRANCE CURB RAMP ^<F II 444 PAVEMENT PLAN VIEW c JJ°I� NI - 1�1 LA Z Paz II-II-11- . �Il ► UNDISTURBED V V XISTNG GROUND ? a .`7r .11ka11=1R. 11 n . rl� 1 I �� VEGETATION ���‘•J• ✓�/�`✓% Y • a - .�:.�'C,.., Z a i o ]f=1�II.7I=71 IT_I IIII II li nan n II III 111 ;z1` .� /� p -4'MIN.WIDTH o S M,L -n=11-IIII III II II,,�I��L0II. IIF'�II .II II II III III III I II II II 11 _ `I✓ / INTERCEPTORG ;``/j��/� U 11 1I11m11 II r=ii -III III__II� IL I `r ' l /SWALE ' ,"'i'C J: "4 e' PLUG ALL WEEP HOLES 0 W o `��I-,1� 1 r / \� 4 MIN DEPTH •kf d O z II'il' \d l N11 Vlil! ` E _ . , ASPHALT Z PLASTIC SHEETING V111 , ,1*_,0 I >\il`l L�"���� NOTES: .%44$��jA�-V'WA--WAAAOjA .s, ••••• . �?°„ •Nil V� USE DOZER TRACKS TO CREATE GROOVES 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING \4 T \//1. //1Z ( r �, /� � � �� .�i1�\-`�``�I: i PERPENDICULAR TO SLOPEOF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING,REPAIR AND/OR \�/.�\ \ \ \���.,a•\I V i` A e d�" J CLEAN OUT ANY MEASURESUSED TO TRAP SEDIMENT. S O 0 /���- / 2. WHEN NECESSARY,OF WHEELSSHALL CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. ? 4Ti%1 v/ NOTES: !c3. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE SIDEWALK SUBGRADE Ct `��1 , THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 2"LAYER OF APPROVED SUBBASE 1. MINIMUM 12"OVERLAP OF ALL SEAMS REQUIRED. �� 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ROCK MUST BE INSTALLED. I�8� ENTRANCE,OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED Z I- 2. PERIMETER SEDIMENT CONTROL BMP TO BE INSTALLED A MIINIMUM OF 3'FROM TOE OF '?4, I /I - / - FILTERING SYSTEM. PROFILE STOCKPILE. . / 0 W 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON �� 5. DIMENSIONS, S20' F FAMILY Q ROPES WITH A MAXIMUM 10'GRID SPACING IN Al.!.DIRECTIONS. �- ' U 4. PLASTIC TO EXTEND MINIMUM 1'BEYOND TOE OF SLOPE. -i 0/' cO LONG BY 20'WIDE 8"DEEP OF�"MINUS CLEAN ROCK. NOTE: FORON FURTHER INFORMATIONSEE 5. AS APPROPRIATE,BMP'S SHALL BE INSTALLED TO CONVEY WATER DISCHARGE FROM 50'LENCIAI/20'WIDED DE"CT CH DESIGN CRITERIA SEE 50'LONG BY EV 3-6' CLEAN ROCK,GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE CHAPTER 4 OF CLEAN WATER �( STOCKPILE AREAS. FABRIC TO PREVENT SUB-SOIL PUMPING. 1. SIDEWALK SUBGRADE CAN BE USED FOR ALL CONSTRUCTION AND SEDIMENT EROSION PREVENTION Z o�f /�� ACTIVITIES. AND AND DESIGN 0 PLANNING AND DESIGN MANUAL. PLASTIC SHEETING SURFACE ROUGHENING O 0 C1eanWate\Services CAT TRACKING CONSTRUCTION ENTRANCE C1eanWate3;ervices SIDEWALK SUBGRADE CleanWater?Services W Z0 DRAWING NO. 810 REVISED 10-31-19 DRAWING NO. 830 REVISED 10-31-19 DRAWING NO. 855 REVISED 10-31-19 DRAWING NO. 895 REVISED 10-31-19 Z NOTES: MAY BE USED SHORT TERM 1 WASHOUT FACILITIES SHALL BE EXISTING GRADE W/UTILITY WORK AND W/ MAINTAINED TO PROVIDE ADEQUATE PHASING OF DEVELOPMENT 1"REBAR FOR BAG REMOVAL C ,;j HOLDING CAPACITY WITH A MINIMUM 3'BY 3'MIN AT FREEBOARD OF 12 INCHES. MIN 1'HIGH BERM BOTTOM OF •�1L1 p \ WASHOUT FA 2. WASHOUT OR NEW MUST BE - - - CONCRETE TO TOP A CG-30 OR CO-48 INLET. TOP OF CURB. FLOW_ II I iIIIIIn 1 -limo CATCH BASIN GRATE Rid M V/, O CLEANED,OR NEW FACILITIES MUST I Illlu I ullll r BE CONSTRUCTED AND READY FOR 111111-111111-111111=111111-11i111P1 / ■ FULL. IT IS 75% USE ONCE THE WASHOL A IIINrI f II II t`f'"z FACE OF CURB. 1111111 _ Z a0 3. IF THE WASHOUT IS NEARINGill ICI�` - cAPAam,VACUUM AND DISPOSE - /� ��� - CATCH BA51 1111111111111111111111111111111 W OF THE WASTE MATERIAL IN AN - Y, l Np�OI��OI�7OI��OI/ APPROVED MANNER. I • 1,,1`�" _� - ,�� a A �4 �4 $4 Se p' 4. TEMPORARY CONCRETE WASHOUT =-_ 1v g n kk,�yt _-. ��„Ve+-$4044,,,p! EXPANSION RESTRAINT a FACILITIES SHALL BE LOCATED A "'"� 'Z I I'T iii �! - - I�I,,,I„�I„�/ I MINIMUM OF 50 FT FROM SENSITIVE = •: .eb INSTALL WATTLE 00.0000e.. AREA DRAIN A�A44**441 AREAS INCLUDING OPEN DRAINAGE I ,- - TIGHT AGAINST �� ' FACILITIES AND WATER BOURSES. I wIii CURB. ^ warp, 0 TYP ���.����./ FACE1 •. 5. CONCRETE WASHOUT FACILITIES III-IIIIII-IIIIII-IIIIII-IIIIII-111- O�,Npf ��d SHALL BE CONSTRUCTED AND n �� a MAINTAINED IN SUFFICIENT • CATCH BASIN Il.�.... 'I, $1 C> QUANTITY AND SIZE TO CONTAIN g'BY 9'MIN TO CY il>,IIii,�I���1ll�l STORM PIPE �� ALL LIQUID AND CONCRETE WASTE ~ OW lilird. .4" ♦ v Li_I GENERATED BY WASHOUT CONTAIN CONCRETE RADIUS=25'MIN. uI 11iII1�IJ11111 �/ OPERATIONS. _ 1111,1111W d Q 6. INSTALL CONCRETE WASHOUT SIGN PLAN � - - \ d ~ WITHIN 30 FEET OF TEMPORARY WHEAT STRAW'RYE DV.ew1oN I I ,GRASS STRAW,COCONUT FLOW Q Lil Q CONCRETE WASHOUT FACILITY. OR EXCELSIOR WATTLES nu Ulllllu d Illllllrllllllll Lil 7. TEMPORARY CONCRETE WASHOUTS O a IR. I11n I11lllll I- (n MAY BE A PREFABRICATED / • ® ( /- Li_I Z CONTAINER THAT IS PORTABLE AND PERSPECTIVE VIEW SHOWING WATTLE O � - - "A - d N 1_ REUSABLE. 4 IIIIIIIIII11 e ' Z Li.l MIIII111, a ALONG GUTTER AT CURB INLET 4 i6inuruunll 4 J yl,llllfnl,,I I W EXCAVATED MATERIAL 3"-6"ROCK WITH A °.> Ilk WOVEN Li J L�J MAY BE USED FOR MINIMUM 8"DEPTH • n FILTER SACK CD Q U 1'MIN PERIMETER BERM 4 DITCH INLET PLAN VIEW �'1�'"I`�I'I'I'1I� Q �9 SLOPE DITCH INLET B"overlap of bags. _ 1'MIN i_ ill =_ = NOTES: CATCH BASIN INSERT U N M -II T ITI III W 1 ONLY ALLOWED USE OF APPLICATION IS ON CURB AND GUTTER INLETS. 'MIN III III- 1 III 2. INSTALL WATTLE ALONG INLET WITH WATTLE EXTENDING A MIN OF 36"BEYOND INLET OPENINGS IN EACH - _ =Fa I -I I III h= DIRECTION. NOTES: 3. WATTLE MUST BE INSTALLED TIGHTLY AGAINST CURB.MAY REQUIRE ADDITIONAL MEASURES TO ENSURE WATTLE EXISTING GRADE REMAINS TIGHT AGAINST CURB,SUCH AS USING ZIP RES TO SECURE WATTLE TO INLET'S TRASH BARS OR 1. ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL NOTE. „ 3'BY 3'MIN TO USING SANDBAGS TO WEIGHT DOWN WATTLE. TYPES. CONTAIN CONCRETE 4. REPLACE WATTLE AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING THE STORM SYSTEM. 2. BIO-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION -` USING(2)1"x2"WOODEN STAKES OR APPROVED EQUAL PER BAG. ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER ON DESIGN CRITERIA SEE IV'l CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS.SIZE OF FILTER REIFF IH SECTION A-A 3. WHEN USING 30"BIO-BAGS TO PROTECT A CATCH BASIN YOU EROSION FABRIC INLET ECTSACKS TO BE DETERMINED SERVICES EROSION PREVENTION -_- HAVE 4 BAGS AND THEY SHALL BE OVERLAPPED BY 6". AND SEDIMENT DESIGNL PLANNING AND DESIGN MANUAL. PLANNING AND MANUAL. • CONCRETE WASHOUT CURB AND GUTTER \ DRAWING NO: REVISED 10-31-19 r ;RAWING NO. 905 REVISED 10-31-19 !DRAWING NO. 915 INLET PROTECTION INLET 10-31-19 DRAWING NO. 920N LET PROTECTION RISED 10-31 DRAWING NO. 900C1eanWate Services INLET PROTECTIONNC1eanWater . Services TYPE 4 CleanWa�r �� TYPEE5 CleanWater Services 1 7 OF 47 w a K°M NOTES: OU m a 1. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES,PRACTICES, IX LLJ Z INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY Li Z A] INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. O Q DI 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER ITHROUGH x MAY 31ST EACH YEAR. Z Q 0 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. (0 LA 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL (SEE NOTE 8) LA 0 O TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. INTAKE 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. SEDIMENT BAG (TYP) IA F 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE ;;;; [A.K.A"DIRT BAG' gL SITE AND STABILIZED OR PROPERLY DISPOSED.THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM :�b'.�:o J. WATER PUMP CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE "" --�'-�.�'�-�,�. -'•:::• PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. :U' .,,-,�,�,�,�,�' '�' -• 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. F �, �, �, DISCHARGE HOSE INTAKE HOSE ( - 3- Y 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF I/3-RD THE .'.4:� 4 �,.- �, U BARRIER HEIGHT AND PRIOR TO THE CONTROL MEASURES REMOVAL. W�,,�,�.,�,�,,��- LT] 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY SO% ,�,�,��,�,��,40�,��-I g II c, cK AND AT COMPLETION OF PROJECT. p; ,010.ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL FLOW W ', W J. . 6 11.THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY �r J. W W W WASTE,LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. . . . . . HOSE CLAMP(TYP) .,. 12.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. c":a:. PLAN VIEW 0 U NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED.TIME RELEASE FERTIUZERS SHOULD BE USED AND 5a iy CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. Al .a N 13.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND K S y SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL x -<z REGULATIONS. Z 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE La <i0 AREAS SHOWN ON THIS FLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS z -CJ PERMITTED BEYOND THE CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE O X cbc 3 PROJECT.NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL NOTES: -o 0 w 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE IMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 1. THE SEDIMENT BAG SHALL BE MANUFACTURED USING A POLYPROPYLENE 8 OZ.NON-WOVEN GEOTE%TILE SEWN INTO A BAG WITH O p 6- A DOUBLE NEEDLE,USING A HIGH STRENGTH THREAD. Z 16.IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 2. EACH STANDARD SEDIMENT BAG MUST HAVE A FILL SPOUT LARGE ENOUGH TO ACCOMMODATE A 4-DISCHARGE HOSE.STRAPS 17.WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT ARE ATTACHED TO SECURE THE HOSE AND PREVENT PUMPED WATER FROM ESCAPING WITHOUT BEING FILTERED. IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE IMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR 3. THE SEDIMENT BAG SHALL MEET OR EXCEED OVERALL BAG REMOVAL EFFICIENCY RATE OF 97.55%. MINIMAL SPILLAGE. 4. WATER BEING DISCHARGED FROM THE SEDIMENT BAG MUST BE FREE OF ALL SEDIMENT PRIOR TO LEAVING THE SITE OR ENTERING -I 18.ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND INTO THE STORM SYSTEM. O (I) THROUGH A SEDIMENT CONTROL BMP(I.E.FILTER BAG). 5. SEDIMENT BAG IS FULL WHEN IT NO LONGER CAN EFFICIENTLY FILTER SEDIMENT OR ALLOW WATER TO PASS AT A RATE LESS C/ 19.THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT THAN 50%OF MANUFACTURER'S DESIGNED FLOW RATE. SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. I- Q 20.THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE 6. DURING USE,THE SEDIMENT BAG MUST BE MONITORED. Z CONSTRUCTON PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. 7. DISPOSE OF USED SEDIMENT BAG OFF SITE OR AS APPROVED BY CWS. O W 21.WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 8. WHEN APPROPRIATE,INSTALL DOWNSTREAM SEDIMENT CONTROL MEASURES PER CWS STANDARDS. / S In22.IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED,WHICH MAY INCLUDE THE APPLICATION OF FINE WATER g, FOR BEST RESULTS,PLACE SEDIMENT BAG ON FLAT SURFACE. �J SPRAYING,PLASTIC SHEETING,MULCHING,OR OTHER APPROVED MEASURES. 23.ALL EXPOSED SOILS MUST BE COVERED,AT END OF BUSINESS DAY,DURING WET WEATHER PERIOD,FROM OCTOBER 1-MAY31. 10.SEDIMENT BAG SHOULD BE PLACED ON EXISTING VEGETATION,ROCK.OR BED OF STRAW. SEDIMENT BAG SHOULD NOT BE Z PLACED ON BARE GROUND. cki 0 STANDARD EROSION CONTROL 0 w NOTES FOR SITES LESS THAN 1 CleanWater\`Services SEDIMENT BAG 0 ACREC1eanWater Services w O DRAWING NO. 945 REVISED 10-31-19REVISED 10-31-19 Z DRAWING NO. 950 I AlC NO N Q� Ci NT y a)) O ■_ � � Z Q I(3 o .fcW U CO W 00 O 1 d I- U L. I. > O w CC 0_ I. CI Q CD (/) 1- W ~ -. W Lii O Q U > = O U (nl- = A® gg Q RECORD DRAWING EFF' Il IH THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALUS ENGINEERING IS RELYING UPON THE - ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT DRAWING NO: ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS C8 ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 8 OF 47 w EROSION CONTROL NOTES DEMOLITION NOTES 0m co �z 1. SEE SHEETS C7-C8 FOR GENERAL EROSION CONTROL NOTES O SAWCUT EXISTING AC OR CONCRETE PAVEMENT TO FULL o & DETAILS. SECTION DEPTH (AND TO NEAREST JOINT IF APPLICABLE)TO L a LIMITS SHOWN. COORDINATE LIMITS WITH ENGINEER PRIOR TO w 0 zo SAWCUTTING. I I ® NSTALL INLET PROTECTION. SEE CWS STANDARD DETAILS 0 20 40 z 905, 915 & 920, SHEET C7. p////A O w o 0 • 11 I I I II Y I 2 REMOVE EXISTING AC OR CONCRETE TO LIMITS SHOWN. DISPOSE \ • ;I I I SCALE IN FEET w OF DEMOLISHED MATERIALS PER THE SPECIFICATIONS. __ ,III I II < \ I I 1 I O PROTECT(P) OR REMOVE (R) EXISTING TREE, SHRUB,AND c 1 I I I I i ROOT SYSTEM AS NEEDED TO ACCOMMODATE PROPOSED \ 11 I I I IMPROVEMENTS.TREES SMALLER THAN 6" DIAMETER ARE NOT 'I I I I , SHOWN. m L� s ; II I I i O4 CONTRACTOR TO POTHOLE EXISTING STORM LINE PRIOR TO co > > I I I al CONSTRUCTION. LOCATE TEE CONNECTION AND PROVIDE INVERT o ce *\ * I I I I \ 1 ' , II TO ENGINEER. E \ / I I I ' l \ \{I III II O PROTECT(P) OR REMOVE (R) EXISTING UTWTY STRUCTURE, I I x \ I I POLE, OR GUY ANCHOR. COORDINATE WITH UTILITY OWNER OF c \ #� Il I 1 \ \ I I REMOVAL AND/OR RELOCATION WHERE NOTED. SD to i ivy ��Y�� I y 11I I ,.> ^Q.- \ 11 I \ \ 1 II O6 REMOVE EXISTING FENCING. I ce Z a i \iXr`\ I I I l\ \\ I I l 11 O REMOVE EXISTING STORM DRAIN PIPING. z a z o0 I I �\ it 1 —I-- I I uWa Y�\i \\ \ I I I � \ 7555 SW TECH CENTER DR o \ AAA �_ 8 REMOVE EXISTING SANITARY SEWER PIPING. o \ O \ I I o oz \ \y I --,--'\ \ I II ! II \\ I z 'I 1 1 I \\ \ \ I ;I �— C O9 REMOVE EXISTING STORM INLET. i \\ 1 1\l(\ \ \\ \ A\ I 11 /: "----\ 0 DC �* \\\l\\\\\ i "Y \\ I i Imo; \ G\ /� , --- 10 REMOVE EXISTING CURB. I O \J \ \ \• \\ ----��1 I•_____\ 1 ,7_,, / cc° 6 1 11 REMOVE AND SALVAGE EXISTING SIGN AND SUPPORT. I ei CC \\\\\ \ \\\\ / \ III 1 III I Z Z _ \ \\ \ b* \ / I __ 12 PROTECT EXISTING FIRE HYDRANT, VALVE, AND TEE. I 0 O \J `\\\\ •\\ L'l O \ \ I 11 -- O U \ \ Z \\ \ rnrn i \ I w j L _\ e 1 II' I O Z J \\ \ \\X Y \ I 1 I ccO � \J \ \ \ \ -- IIII I III CI 0 IX 1 1---- - ( -I I I I I I I I I Li.l \ / 0 1 I II \ �\ \ \ \\ X/ �II I I 1 I J \\� \ \ \ / :/ / 1 T --- \'64 \\ IIIIII 1 \ I \\ \ \\\ \ \ \ LIGHT POLE TO BE - ---__ p I CD \ 1 1\\ REMOVED BY OTHERS 4 i�II I I I .1.- a , 1 \ f o V o + v\ vw v v ' � , � — ■�� \ li ! fid .....,144.1____ I li 1 0 �V �o o goi 1 CONSTRUCTION ENTRANCE PER CWS :\\\\ \\ �' j 11, �� 0 -O0�_a__ '--____ El r I�' II ' �.� a STANDARD DETAIL DWG N0. 855, SHEET C7 \\\ ¢ 1 -_ \_ • SS\ - �� .'4'‘'—o \ t I iroir otip ------ --- 1 1 4 i 1 ss\ \ 0)- lip 10,-,-4-- ,-.-- P -p •______ _. ___ ...4, ,, " __ , _ __ _, ___ ___0,, \ 0 o 1 J \+ - `' �,/ ,.© ....,..1::/ ,,e, _ '/ SD / 24" SD G4 SU-% /24 SD 24.. \ ��� W\ \ �, ® 7,4"P:;� \ SS 8"/55 8 SS �/ \8 SS SS / CL „' W ��.• _� SW TECH CENTER DR r Q W o \W ° � W \ 2.. � L'I • 12 �n 'R bHP __/ _ A A V 11 A V 1 CD (v) W Z ��```� © y& , 0 P � a oH�-- r • � � w \ / �_ Utol- � \ / REMOVE AND REINSTATE EXISTING FENCE / .- ---- - \ AS REQUIRED FOR CONSTRUCTION / e/\\c.:_p_i --- I .. ,24 \ F7550 SW TECH CENTER DR RECORD DRAWING Er11 \ \ THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION ___ \ \ FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE \ • ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT DRAWING N0: ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD PLAN DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 9 OF 47 w // a K n 1 /may OU CO III ,\ \ I I \J / / � II \1 X \ \ LL Z• vl- \ V li \ \ ozz • II \ \ 1 4 I / _l� \ 01 w U Z w O / �c / 11` \ \ Ik I \\\ m ° 1 // I \ \\ \ \ \ ��O w o O \ a �� �i A\ SCALE IN FEET I \ I \ A° "I \ c: �� 1 A \V A c \ \ . I c / 1 \lilt Y II \\ 1 / s ` \ \ DEMOLITION NOTES m p I \ I� ° o� 1 4\ \\ \, \ m > I o \ 1 / fTl� 1 \ \� \\ O1 SAWCUT EXISTING AC OR CONCRETE PAVEMENT TO FULL \\ Iii / % \ �: �� SECTION DEPTH (AND TO NEAREST JOINT IF APPLICABLE)TO \ \ - i LIMITS SHOWN. COORDINATE LIMITS WITH ENGINEER PRIOR TO ° t r� 0.0., SAWCUTTING.7337 SW TECH CENTER DR II \\ \\ a _V/ i I / 0p w U\ �,�.444. Y �� O REMOVE EXISTING AC OR CONCRETE TO UMRS SHOWN. DISPOSE v7-i i •i n ce / OF DEMOLISHED MATERIALS PER THE SPECIFICATIONS. . �_ t. I y �/ \ 7�, \ O PROTECT(P) OR REMOVE (R) EXISTING TREE, SHRUB, AND - a I /� 1 �\ `�\\ ROOT STSIEM AS NEEDED TO ACCOMMODATE PROPOSED w a i of a11 O 1 \ o d \e \ IMPROVEMENTS. TREES SMALLER THAN 6" DIAMETER ARE NOT o u W a �� --�—I ¢ V SHOWN. z$ 1 \ ►-1 / LL± ±1= u \ PROTECT (P) OR REMOVE (R) EXISTING UTILITY STRUCTURE, i I POLE, OR GUY ANCHOR. COORDINATE WITH UTILITY OWNER OFIO\\ � \ \\ REMOVAL AND/OR RELOCATION WHERE NOTED. \\ \O � �I I \\ 10 REMOVE EXISTING CURB. J 41> / \ c \ \ \ \ \ \ 11 REMOVE AND SALVAGE EXISTING SIGN AND SUPPORT.I-_ � U2l- cr �_=� ►4 Uu �- �`--- .•��� / / \� 1 \ \ \ \ \ O UGIT Uri - U�k4 //���� �� -• / a \ Z — !°_ ° 1 -��� oo►_a •/� �� ° �� EROSION CONTROL NOTES z 24'. D 24" SDA %/��� ����,i I\S 24" SD—\ / / ��\ \ Q \ \ /� / \ / \ \ I\ I 1. SEE SHEETS C7-C8 FOR GENERAL EROSION CONTROL NOTES Z J `0 \ \ // \ \\ \\ \ & DETAILS. O O CL s \ \ \ — \ Sy' TECH CENTER DR \ G� \ \ -\� ® INSTALL INLET PROTECTION. SEE CWS STANDARD DETAILS \ NI,t \ 905, 915 & 920, SHEET C7. CC LLI \ • — — / ,4 \\ \ 18" DECID. �� A N N ��1 w�1 \ w ' \ - w — 1 ©� // \ \�� ss \� \Ape '^ raj N N \ •••:•• O Gc / `��.`� y O G N ... --N— in \ '/ .:, a / 4 -: / a villib A 49 , , do r.'144', / 0 CO CO I t 18 'I'Ifr►`'� a li AWN x y O __O— UG-� O �_ UGi UGi p� \ I;\ w `,'4 I ', �O\ \\\ TT ' G _ UGi41.11:104 ���:�I y` % I _ `J_YYY TO NEXT DOWNSTREAM ��\ �� �, r��.41 � ' tS'I \ I STRUCTURE(TYP) _ ==_\tea \ N ' O\�'-•,'�'�® 1 HP` 4 / - 7298 SW TECH CENTER DR ` �- \ �� W \ C \ W= I' \\ I 2 \ \ \ Li_ —IW , \ \ 1 2 PLAN ._ � Wm U (n H- _ A® u 124 RECORD DRAWING Er 11 THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION [-I FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING NO: DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS C 1 0 ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. I 10 OF 47 RECORD DRAWING yy\��v �' �� �� r' � �;� // ,'// w yv vyyvy v // �� 2S STA 45+25.1L�5TA 45+50.00 �/ �// I� ��� 1 �`�; ��M THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION /`� �/ / // // / m � j LHi 8ma FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE �� : v`�� STA 44+840 STA 45+25.11 �//Atk /'// /��\ �I ��� ® ��j//j // ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT \\ \\ 2T 4 / w- ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD \\\`\\\4 /� a6 / .�/ �o - j/ = v /� // o z¢a DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN \\ ` \\ ", i 17555 SW TECH CENTER-OR I / / _ / � i / / Lw.,,0z INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD ' e i i /// o DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS /� ,� / �,j 0 20 40 z¢CC ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. / k• O / A.) /// / 7 w o 0 pV; �a / T� // i, I ��'�V � % / �'. /// /i// SCALE IN FEET O �� ® S�A>43 ✓£1.13 - STA 44 84.00 +< ,-/ /'-' �� / .a.:•���4\ � \\,,/,///// // /' a + ° ,,W/ 4 q / ' \ CONSTRUCTION NOTESo :\ 2T STA 43+09.68 - STA 43/81.13 �N .4..., /� a ��/� �� \ O ����iilJ' �V` /•e/'c /' I ( O CONCRETE CONCRETE SIDEWALK PER CITY OF TIGARD Y �\ STA 41+93.39 16.50' LT /' / / -,-Are., 1 m m \\ �\ STA 41+93.39 - STA 43+09.68/ I /# , i„ " °, STANDARD DWG NO. 120, SHEET D1. o \v �w 11 2S � �® © �o n \\ \ + ® STA 43+09.68. 17.00 i ___ _I // 1 \ \ O 3 1 / +\ ® O2 CONSTRUCT (S) STANDARD CURB AND GUTTER PER CITY OF C. X -,,,\'''\\\ - - - T / _ ® \O �j TIGARD STANDARD DWG NO. 126, SHEET D1 OR (T) g + p / ® �� oy %. THICKENED CONCRETE CURB AND GUTTER PER DETAIL, \ \ + I� %� �V �� SHEET D1. -_/ \�\ T X of z i xMLW x x x x x ® in _- o 03 CONSTRUCT S STANDARD CONCRETE CURB PER CITY OF n e a T x x w- ® I TIGARD STANDARD DWG N0. 125, SHEEP Di OR (M) �.4 � ►��-t�rr r, -r,sum men i. dY® / MODIFIED CONCRETE CURB PER DETAIL SHEET D1. = °',r __ JL_ _ r� �MIIIMEr.� fle��ilmi�lsesilmse��M�f�lO;.n,��� ��� �� �. / U 0Qi " / �� ' �' O4 CONSTRUCT COMMERCIAL DRIVEWAY OF WIDTH NOTED (X') PER x o iir [i� ' So �� 7._ruitiiiii,_rwitaiiisme �_„�`� 0 0 `A-- 0 Milange _ � J /Poth, , ..,.--,jg,/ / CITY OF TIGARD STANDARD DWG NO. 143, SHEET D1. w a i o f # 2"W �,;, O NO. 52,CT SHEETBD5.�WITH METAL ASSEMBLY PER CWS DWG ^ o z o0 y 14 rn rn a s o rn-- 0+ N llim6 -�\\,\� x ___ _w- - N o -_= �� � ,� , tilt' / / O CONSTRUCT STORMWATER PLANTER, SEE TYPICAL SECTIONS - ' � 10 ® / v x X----------x-- ..... �� a� � �- �� r O FOR DETAILS, SHEET C4. n � _ ���� t �T�- c'=i ® 06.A / O7 CONSTRUCT LANDSCAPE PLANTER STRIP, SEE TYPICAL -------- i ' � SECTIONS FOR DETAILS, SHEET C4. i 11e STA 43+09.68, 17.00' RT O. r x W Q J STA 41+93.39. 17.50' RT ® ��\ (I O SHEET RD2TSEE ASHMETSPCI3-C14 FORA DETAILED GRADING. Z W ee STA 41+93.39- STA 44+91.68 3S 7 I 7550 SW TECH CENTER DR W in 0 © Og CONSTRUCT ACP ROADWAY. SEE TYPICAL SECTIONS FOR 0 Q CC x x x x x x x x x x x o DETAILS, SHEET C4. O 10 0 180 PLAN CONSTRUCT ACP PRIVATE DRIVEWAY RESTORATION. SEE _ Ct TYPICAL SECTIONS FOR DETAILS, SHEET C4. () °'S PVI STA 42+07.6 W W PVI EL 166.55 11 CONSTRUCT 6' CHAINLINK FENCE PER ODOT STANDARD DWG I- > Z HIGH POINT STA 41+ 7.60 RD815, SHEET D3. - Q 0 o, HIGH POINT EL 167.09 0 m -I`r'c! K 28.28 `r'n 12 CONSTRUCT WALL PER STRUCTURAL DRAWINGS S1-S5. o 0_ +`(0 z LENGTH 120.00 +CON EXISTING GRADE 0 PVI STA 44+38.88 N PVI EL 154.65 d m w 13 INSTALL CONCRETE CHECK DAMS PER CWS STANDARD DWG a >rn LOW POINT S1A 44+78.44 NO. 762, SHEET D5. O n N CO N LOW POINT =L 154.921 CO n arnK amo� K 1i.41 �a 170 + CO+ LENGTH 100.00 CO+'- 170 N z� L �W 4W o -PROPOSED GRADE 0 q --- __ •.. c PROP.00 GRADE 0 o �' o CONSTRUCTED BY OTHERS \ / CV al z < \ // \\\ �v�i CD c 160 -5.14z <iN 160 o. �> w 5� - \ D_w -- \ co C-0.E0% U W W > O 150 -EXISTING ELEVATION 0 150 1- w 0_ -PROPOSED ELEVATION 0 q p 1-"I ci W i: ILA O N W I , cc N CO (N M- M m- 0 0 7 MN1 r 0 On M a NOD 0) N0 -N C4C4r 0 CO CO N N N (0 -I G N CDO(0 0 n, rN co co N00 N coON N-n oN (0 N(0 c0O OM 0O co O) O - of 00 „l „l N O J W W N n m coco-43 .-43 0 cococo cn 0 M 4i 7 toN co ,�O W m ,n M(O N N N o 7 co co coco r coO O U to . [o co [o . o(O . O m .O A ,n., O N [0 0 ON ON ON ON 0 0 0 0 0 0 o o O 2 41+40 42+00 43+00 PROFILE 44+00 q 45+00 46+00 46+50 N z a SCALE: 1" = 20' HORIZ Lai 1" = 5' VERT w 4% -RIGHT EDGE OF PAVEMENT • SHED TRANSITION •_ STA 44+59.7 ISTA 45+56.5 4% MI Q 2% 2% sr BEGIN RUNOUT END RUNOUT (MATCH IXING CROSS SLOPE) 2% CL -0% Q 0% -2% -2% -2% -2% _ DRAWING NO: -4% LEFT EDGE OF PAVEMENT T -4% C 1 1 STA 44+59.7 STA 44+92 SUPERELEVATION DIAGRAM BEGIN RUNOFF END RUNOFF (MATCH EXISTING CROSS SLOPE) 1 1 OF 47 JJ I I . I v \ k1LL Z • 11 w Z II zoo I N 0 0 20 c' w II\ ‘R, \\ woo Z A SALE IN FEEToo�I ,' CONSTRUCTION NOTES "I 'I �`\ O CONCRETE CONCRETE SIDEWALK PER CITY OF TIGARD m m U I + \\s I STANDARD DWG NO. 120, SHEET DL m \ > 1'1i' ro .a 4 CO > (; I N `I OVtll O3 CONSTRUCT(S) STANDARD CONCRETE CURB PER CITY OF II I ° ° 11 ♦ ��� TIGARD STANDARD DWG NO. 125, SHEET D1 OR (M) B 1110 �_. �,� MODIFIED CONCRETE CURB PER DETAIL SHEET D1. / �, 0 r� `���� !Lf755 , z•II NIH! M�+f \ i m, , 11 ao ARD DWG N0.TM482., , _____ / oa L �® I \ Z , 4"I' 4 e _ o a 440_ . ►D uGi v� UGT =�1 _��L , 0 \ \ HI a \ s \4111114"104ft = 1.1.1 —I _ 24 SD 24" SD - 24" SD _o- -N, ---- 0\ \ \ `� Ow — U t MINW Z /- ) SW TECH CENTER DR \O - - 8 MI‘104.,\ \ 0 lhikkklji\ \ '9 .' .r._- ,..i " . •...._. yr rm.x.. ....,=rm.. leitio 0 1.01041/k CD a.)a) 2 ' , \Jig' s\ \ \ __ wilifs Rited Irr ,......, _ ..,„t, .. ...i.", 0 T .._ UH 4 UG I � \ .O O o UGT T L ��;� �OCT Ve -, 41111\°I° s tit' p 1104 .itk #44 0 6,,, ‘ ,\ 44 \ \s, � V om �M :- ------ ________ __ __ _ Aft- WIlir 410 \ , 4k,*\ LLi —' CI � , IM w ,,, , - 4,4ifir,k11\ � /.,1 (--�� I- W )k G _I U W W M II ` ` o� A O \ \ GAT ii �+ II ® 0 \ \ RECORD DRAWING Err 2I ^ PG;N THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALUS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT DRAWING NO: ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCDOCORPORATED UMENT AREINTO IT AS A ADVISED TO BTAINT. THOSE IND PENDENTING VERIF VERIFIS IRD CATION ITS C 1 2 ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 12 OF 47 g w a / x 1.1s / '` /X ---- ------ oom- /// a/ / \ / it Z a x/ // / \ �‘i / \ z o u0 / / // \\ I\` / '�/ -------- ------ -_---_----- 0 5 10 woo / \\ \ / \/ SCALE IN FEET / / // I FSTA G 14+06 55.9.66' LT STI 16+48.28._51.54-LT FG 61.TA 80.24. -48.51' L7 �12 \ / I \ 80.48 ---- CURB HEIGHT MATCH EXISTING / / \ 1 I \ / \ CURB HEIGHT MATCH EXISTING - - ----- -/ - \ / m v \ \ \/ I `. / 4� \ 0 CO /- 1I mac` O I �_ `` /// \ \ � � II I I Y\ /1�0 1 - x / \\ i� — — �� \\ \� /'_---\--- =-J,=r \x \ ~\ / 1 1 Is`�\ i- ��, A 44+6 .�4▪\ �� - / �_, z Sao \\ 1 I k _ 159 _. FG 157.91 i a i o x STA 44+27.97 -32.50' LT / _ o i i a \9 x �� FG 157.12 I FG 157.94 'i CURB HEIGHT= 6" o \\\\\ / \ TA 4 + ..4 - :. l' T. i I CURB HEIGHT= 6" • =- A// oW p x\ x FG 157.20 I—I o o$ \\\\\\\\\\\\x x t� I CURB HEIGHT1= 6" \ — — — ' \\ I .I x--X1 ` ' n 1 STA 43+99.64 -22.49' L7 5.80 \A\�\�� 1 �„ z > z FG 157.11 .4z - QJ / /,n o I STA 44+06.41 -22.50 LT 1 4 • • - r' �- � / V +. FG 157.03 I FG 155.77 x ��� �� I \ —157 TA 44+4..:1 I' P CURB HEIGHT= 6" X xx X U W ,...,♦�� Z50 .. • _ �� o II FG 156.00 / X •X I C�, i. „ 6.00S FG 156.41 6 1 _ �� T _ z CURB HEIGHT- 6" -A X � �o Wu c,O o'y�157 I , ,," 1 LL, . 000 oo " ��/�/ • 0• 0000aaoo 11 I\ oo ` ..����� I S. 2,_56Z____ tib oi� oo�"Fr' 6.0 I v o �o¢ �� 3.7X mil= 6: / 15.9' 15.9' C I 9GtX sk][:b76tlLdiII I I '1 -- A a/ N 111Prr C LI'. cD FL 156.86 I \ /� / �L a STA 44+06.41. I-17.00'IL7 Cl)/�A FL 156.64 V� �' / / � i a STA 44+64.16. -n.�� '� � STA 44+29.45. 17.00U�LT A 44+46.81 -17.00' L7 FL 155.26 �'� / I CURB HEIGHT= 0" ,� / -. � FL 155.90 FL 155.49 o� CURB HEIGHT =AO" CURB HEIGHT= 0" /I / ��' _ J ��', SW TECH CENTER DR ' 1- PLAN W W >. O W ctc a o w C' N :Li W I— —IM O Q U = C.) U (nl— � A® IIII Q RECORD DRAWING 11 11 THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBIUTY FOR THE ACCURACY OF THIS RECORD DRAWING NO: DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS C 1 3 ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 13 OF 47 QW o a �(r M O m� ca** IX Z'pm �' / - 0/ / / / I �/ d // S i� // // I ��� _ \ zoo "' i / 1 I� "`""��� _ 5 10 z � �/ �_ Woo �-_/ - _ - CENTER DR \ // �/ i/ �y /- �� - /►_" - - �' SW TECH \ SCALE IN FEET / STA 44+09.69. 17.00' RT, /I j // / W // 7� FL 156.03 /� / / / \ c CURB HEIGHT= 6" / / / / STA 44+91.68. 17.00' RT A 44+13.37. 17.0101 RT / //� FL 154.37 \ 7: 4+06.00. 17.01 R FL 155.86 / / / / ;' / / STA 44+58.02 17.00' RT STA 44+; . • 17.•�' RT CURB HEIGHT \ m CYO I FL 156.21 / CURB HEIGHT= 6" / FL 154.67 FL 154.32 CURB HEIGHT= 0" CURB HEIGHT= 6" CO > / , STA 44+51.64 17.00' RT CURB HEIGHT= 6" o STA 44+i i. : 17.01 Rr Si: 1.03 17.00' RT FL 154.79 FL 156.49 / FL 155.53 // CURB HEIGHT= 0" STA 44+79.69 16.98' RT p5p%',� CURB HEIGHT= 0" / / I CURB HEIGHT= 0" / /•-' FL 154.31 9.81 / / p.g0% \ .i / '/ / 3.16 ag' A i 6.00' 4!49 / / 1.55% e i �- /4.00/ 4.20% 23.52' gg \a%/ \_ w =e(in N. o o o'�6 4.0I 4.00% / /� 4 0� mil v� _ �'- i o,°o• 4.q' -�37� >�_ / // �- z.23% 6.93 i Z F u m �.oho j► o I -• % 4 ®s 33.24' L. S �h' / •^T 4.10 8.33' - r / o� i 6.90X,, ' / 6.5 b. �i z azo 4'67- 1 i�'�o �h i i 5 4% 33.32 1 I 7 ',h _ 2.22% o.u�i NI /Sy./ X i oioa i / I t 6.00 �4.% 'd.t� h 1.54% / X / - \• \\ \..... ..\��-ise , 2 6J3� ass 24.16 X X X /�.. / i o z �k\�� \�� / // �/ 2.16% 719' X X X X y i ` i ii �� , 34.21' X \x -- \ -X X X�// 4 */ STA 44+83.13. 26.18'RT W , STA 44+21.01. 23.50'RT ,� X X X X X X i 7C 155.02 Z FG 155.63 STA 44+51 59. 2 5/Ri X E g ---��a CURB HEIGHT= 6" FG 154.89 X / X X / W cL < II ' X /X1 X / STA 44+72.29. 29.85' R7 / W w CD 4- X 1 X X / Z ID A 44+18.35 35.99' R7 X J X X/ X / X /.+ \ PCCTC 154 98 / / W - p ��A' 44 A,.„ A, POND TOP OF ,X X J/ / U Q \ x �=.i�o� o� X MEDW = 153.77 a X X//+ \ / CD N^ / X I X / X 1- /�� � � LLJ� � Z STA 44+17.69. 38.09' R7 X /''' 7 W FG 154.41/ V X / / CnCURB HEIGHT MATCH EXISTING + STA 44+44.15. 49.72 X X / 7 c� \ FL 154.27 X X / o x\r / STA 44+30.70. 44.6�T c •O A,f X A N N /V .Cl) Vim/ rn A, / FG 154.38 ,,� / X / ✓ / -I/ -' MATCH EXISTING T Ais ,��er �X + / -� z a i to k // a x 7 / E),x STA 44+42.99. 52.11' RT ,,,.\ , * / FG 154.30 CURB HEIGHT MATCH EXISTING // x / STA 44+48.58. 55.47' RT //// �+ TC 154.54 / I- PLAN aLi � C' N :Li W I- -IM O Q U = O U (nl- � A® NI 124 RECORD DRAWING Er 11 THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION [-I FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING NO: DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS C 1 4 ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 14 OF 47 w �I • N 647354.23 ‘4N 647354.31 E 7623986.06 'o E 7623980.10 Kt '4- FG 210.46 FG 210.49 w m m N 647349.30 CC? I I II E 7623986.03 ABBREVIATION LEGENDII Ir ozw N 647349.23 0 4% FG 210.15 cc=a I E 7623980.03 CURB HEIGHT = 6" PC = POINT OF CURVATURE w v z FG 210.24 lg.oa6'0 �I • PT = POINT OF TANGENT CURB HEIGHT= 0" 6.O'"° PRC = POINT OF REVERSE CURVE 0 5 10 z 1.5% I FG = FINISH GRADE I w o 0 I FL = FLOW LINE SCALE IN FEET I<'n? A N N 647351.82 N = NORTHING w 1: ,o� /�• E 7623991.04 E = FASTING c 4 1 FL 209.75 R = RADIUS N 647334.65 PT L = LENGTH E 7623976.01 4 MATCH EXISTING T = TANGENT I FG 207.78 / / m U _- <CURB HEIGHT = 6" R=66.00' m /� N 647331.06 a� / L = 13.70' E 7623972.53 ��° �� T= 6.87' • FG 207.71 �/ / / CENTER POINT 1i i CURB HEIGHT = 6" / N 647367.473/ z N 647328.02 E 7623926.92 (/) 0 $ E 7623968.56 ° a �� FG 207.66 /` ^qe � / N 647338.95 ^J CURB HEIGHT= 0" / ^ /•p°�� E 7623986.43 ----..1 5 ..a d �°1°, 7, ti.0°/° 4 FL 208.79 N o N 647323.83 / ego ld GO e0 o/ / Z z ~ c, N 647322.46 N 647322.45 E 7623959.51 , i zo FG 206.69 � °� �° o W E 7623941.87 E 7623949.79 G�'°,/ / 9..J,s'' / D z o FG 205.51 FG 205.89 g�\6` , ."4, < z 0. �o fTl / s.0•9. ° o / N 647330.49 4 fe t° O E 7623981.00 • 9' 0 FL 207.69 LLJ 10 4�/ 9 0 CURB HEIGHT= 0" Q �� - - 4.8% 4 81% \ $y�° / N 647326.21 W 7.9' 9'9 ° v+ / / E 7623976.85 I- Z \ o;s 4 4 II n 6 o 6 j -4�8:%° Or' FL 207.61 w N 4 I� 7.9' 1 j1.6' % NN5 CURB HEIGHT = 0" RECORD DRAWING g \ 5.9% _-6`% / N 647323.00 U THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION - E 7623971.85 FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE 6 S% -" / \ FG 207.57 ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT U) CI- 5.9% R=40.50' CURB HEIGHT = 6" 11.7' / ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD Llj 7.9' ....1, --- / A = 064'36'03") DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN I- o� < L = 45.66' INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD CC N 647315.98 [ - _ - - T= 25.60' DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS CENTER POINT ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. Cl)� 0> E 7623941.85 N 647356.452 FL 204.83 N 647315.95 N 647317.60 E 7623949.91CC MATCH EXISTING E 7623949.76 E 7623961.34 FL 205.30 FL 206.10 PC CURB HEIGHT= 6" SW TECH CENTER DR PLAN N N 647304.9 L o N 6 7281.96 E 7624054.2 \\ //� CD N 647281.88 E 76 3992.11 FL 201.97 V♦ E 7623969.02 N 647281.96 FL 2 4.31 MATCH EXISTING - - - - - - - ' • -FL 203.44 E 7623987.71 MATCH EXISTING FL 204.24 PC 1,gq, N 647281.96 / \ '� o CURB HEIGHT = 0" U 9' E 7623992.81 N 647280.51CtSF Qo N 647281.92 FL 204.32 AE 7624003.54C w E 7623979.53 CURB HEIGHT= 0" N 647296.32 - 203.EI E 7624063.96 FL 203.81 N 647281.73 CURB HEIGHT = 6" \ FG 201.35 OP* a.ce CURB HEIGHT = E 7623996.79 \ \ CURB HEIGHT= 6" FL 204.17 \----‘, N 647278.79EMI - - - - - - - - __ CURB HEIGHT = 6" E 7624008.83 N 647291.81 FL 203.70 J/1 E 7624066.12 10.5' 8.2' 4.2' .8% CURB HEIGHT = 6" 3.5% 5.3% 1.5% U• 6.9' t t G 5° \ FGP 201.27 U o °°c0 0, ��� S6' N 647293.95 ;.;' SO�� \ CURB HEIGHT= 6" ° f < 0.8%u, M.3°° , 9.2% !� E 7624059.01 • 0� O _ 4.29,4 Imo i }c"j 3.. ' °d4.4 r� 3 9�,� 6.8' �_ \ Q FL 201.26 o s� N 647285.15 ° • 4 IA Qg•t- ) &• . o By, \ 9 CURB HEIGHT = 0" 5 E 7624066.70 LLI p W 1 _ ».S. 5� FG 200.66 C` I� N fi 0' 1.4%__ 4 4 \g N 647269.49 nI 3.9% f 3 j n .4%_ q q o 0\ rn l PRC Q �' _ 10.5' /• ~� %� 5.G�^N°� 9.1�' ---_ 45� �. E 7624023.53 N 647289.43 CURB HEIGHT = 6" (, N , Z N 647276.33 J 1.4% • 2� FL 202.99W N 647276.35 • \ s� CURB HEIGHT= 0" FL20g 7624061.16 J Z M - E 7623969.04 7� CURB HEIGHT = 0" o3,oJ R=10.50\ W J U W E 7623979.53 ` 3 FG 203.85 N 647274.14 S N 647265.30 O FG 204.26 7 y Q 1 TCH EXISTING E 7624001.91 ) 0 4 /s� A = 045'14'22" 0 N 647272.59 FG 204.47 \$ E 7624027.54 R=9.50' s L= 8.29' _ E 7623987.74 FL 203.06 A = 041'09'23" FG 204.59 N 647272.67 6g01^ °off CURB HEIGHT= 0" L = 6.82' \ T = 4.37' W E 7624006.41 0/ ,, `,CENTER POINT N 647272.60 FG 204.26 4°% °�00000 N 647260.88 T = 3.57' N 647282.331 U N H- _ E 7623992.74 N 647264.72 \ / °a - E 7624030.86 CENTER POINT E 7624076.81 O FG 204.66 p'°°o° FL CURB HEIGHT N 647287.705 Q p R=45.00' E 7624019.12 6 5^°° S SS, HEIGHT = 5" E 7624057.55 N 647277.14 A = 045'50'29" FG 203.09 :\z/c9‘ '�' �`ss / �� �� G E 7624067.69 9 N 647257.29 L = 50.66' SS�s\ N 647256.10 FL 199.83 '\ QT = 19.03' N 647261.10 •0 E 7624034.02 PT CENTER POINTE 7624022.58 \ FL 202.32 CURB HEIGHT = 6"N 647236.960FG 203.02 s�, Z�<?` • MATCH IXISTINE 7623992.24 ry �,I \ �'sE 7624025.44 /U• I° 1�0 ss� N 647271.79 6' >->' �4 E 7624070.76 FG 203.13 FL 199.25 \\ DRAWING NO: N 647252.63 s MATCH EXISTING E 7624028.41 s;A, C 1 5 FG 202.83 fq°, \\ i PLAN MATCH EXISTING PP 8. / \ PLAN 15 OF 47 H-56--: -/- 1/z,,,,,c--'1'17 \ / // N / Om+ \ 7 , , .\..\ \\\ mo / -- // \ \�\ \N\ / / // // / � / / /� / . /j OQ / _//y/ i V ,...,C_,LLZ\ \ \ / / / / //� 16 e\ \•\'s ` ', ) / 7 ,,,„,.. A.. /„/ ':41e zv \ wc� \ `yAi1 / / // a �� j / i// zo\\> + \ BEGIN WALL B STA 0+20.00 = / / / � / IN FEET w o 0 WALL STREET STA 41+91.95, 27.00' LT END WALL B /�+ �" ,� // SCALE IN FE STA 2+43.41 = .� ` . „ I \ I V A� La \\� S40' 32' 31 ... .28"E WALL STREET STA 44+26.36, 27.97' LT + '% < �\\\ \\ WALL B L=82.58', R=169.00' I 173.12' / Xoo + \\\ \\ \ / // I \ -f `kbb\ \ 0 / \ \ / vV T A ,�. / > Y 40,00000,), N froof — —/ A A , - , ., m U \ , , , c,iv _ m oo in. x x x x x x x x x' x— ,�/ p _ InsimiiiiiiiimilaNOW43-1Ar p = 1 / .../ • � ® o `.vvVA�/ x x / r /I O jai _ -* ♦ .A v I_ � - --<-� i I rr �� /I pv i / � o \ r 0 va 9 ® ®� ��< 1 -,� I o W i �' -- , W/ ;/® 'i o =oz %�I0+00 — �i+oo - - z+o0 - - p _2+49 / / s , i� z �,.✓ xx —Ix�' -- x xx x x x i;l�=' s 3 -- -- - — _ __-_ ___ _ :--x REMOVESTING WALLS AS WALL A \ h REQUIRED TO ACCOMMODATE NEW S40° 32' 46.12"E END WALL A CONSTRUCTION. SEE STRUCTURAL 248.68' x x x x x x -STA 2+18.20 = °ki PLANS FOR CONNECTION DETAILS WALL STREET I STA 43+67.63, 24.69' RT Z Z L�J BEGIN WALL A — Q STA 0+40.00 = WALL STREET I.STA 41+91.95, 23.49' RT PLAN — 0 L...1 _1 Cl_ Ct Q 0) C F o ^, N W c3 M y (1) O ■_ z EXISTING W•LL CONSTRUCTED a e" It o BY HELD "UST EXISTING GROUND AT w '7 170 170 170 TOP OF WALL 170 ) a TOP OF WALL FG JJJ ■ EFFECTIVE WALL AREA = 1272 SF jA / // FG AT --/ ROPOSED C.) / \ PDRIVEWA Lil 160 160 160 160 '- FG ® BACK IM L LI CI �� — — — OF WALK Lil ~ J W m EXISTING GROUND AT WALL FACE ASSUMED DEPTH TO BOTTOM OF FILL MATERIAL Q U EFFECTIVE BOTTOM OF WALL ELEVATION = Q 150 150 150 - 150 rix 0+00 1+00 2+00 2+49 —0+20 0+00 1+00 2+00 2+56 N m A® u WALL A PROFILE WALL B PROFILE d SCALE: 1" = 20' HORIZ SCALE: 1" = 20' HORIZ 1" = 5' VERT 1" = 5' VERT RECORD DRAWING Err Il THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT DRAWING NO: ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 1 6 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 16 of 47 W a o 0w- o m ceZ 176 176 176 176 L `''• ¢x Lc; W U Z 172 172 172 L 172 o uo o W 168 168 168 168 w o 0 r LEGEND 164 164 164 I 164 W ASSUMED FILL MATERIAL o 156 156 156 156 > -40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 m v ASSUMED DEPTH OF FILL MATERIAL, TYP. o (SEE GEOTECHNICAL REPORT FOR DETAILS) z WALL SECTION WALL SECTION STA 42+00 STA 42+20 N Q.- SCALE: 1" = 10' HORIZ SCALE: 1" = 10' HORIZ c 2t. 1" = 10' VERT 1" = 10' VERT z .a i - =s laazo O V laQ 0 O W O Oz z U) Z 176 176 176 176 O I- 172 iliEw 172 172 172 W 168 1N.N. N. 168 168 168 C I 164 \\ r 164 164 164 X 160 \�N 160 160 160 N ----- Q 156 -20 -10 0 10 20 30 ao156 156 40 -30 -20 -10 0 10 20 30 ao156 0) C F o WALL SECTION WALL SECTION y N ' o STA 42+40 STA 42+60 SCALE: 1" = 10' HORIZ SCALE: 1" = 10' HORIZ _ 2- 1" = 10'VERT 1" = 10' VERT mi. CD Z Q W It o W U W 4 O Ia I— C.) W W 176 176 176 176 172 -172 172 172 iM LW CI 168 168 168 --... 168 I— W Z a\ - (/) I- W 164 164 164 ..� 164 I— —I 1.... m W 160 I I 160 160 160 WO -I U LU 156 - 156 — \\� V -40 -30 -20 -10 0 10 20 30 40156 -40 -30 -20 -10 0 10 20 30 40156 r ~ i W U (nl— _ A® uu Q WALL SECTION WALL SECTION RECORD DRAWING C7 STA 42+80 STA 43+00 Il SCALE: 1" = 10' HORIZ SCALE: 1" = 10' HORIZ THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION 1" = 10' VERT 1" = 10' VERT FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING NO: DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. Ill 17 OF 47 w a M O m la co 176 176 176 176 z O W 172 172 172 172 a W U Z 168 168 168 ------ --�\\ 168 'o ce \\ WDO 164 164 164 0 \\\ 164 LEGEND \ W 160 L 160 160 1-, [ pinommin 160 ASSUMED FILL MATERIAL c 156` - 156 156 _ __ 156 > 152 152 152 152 m c� -40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 CO ASSUMED DEPTH OF FILL MATERIAL, TYP. (SEE GEOTECHNICAL REPORT FOR DETAILS) 8 6 z o WALL SECTION WALL SECTION < W ^yV V STA 43+20 STA 43+40 z _ > SCALE: 1" = 10' HORIZ SCALE: 1" = 10' HORIZ z .a i 1" = 10' VERT 1" = 10' VERT - G laazo O V LaQ 0 O w O Oz z Cl) z 0 172 172 172 172 I— (....) 168 168 168 168 Li 164 - 164 164 ----_\ 164- X160 ; .- - 160 160 160156- - --- — -"",., —� 156 156--IMI IIIII156 Q 152-40 -30 -20 -10 0 10 20 30 40152 152 40 -30 -20 -10 0 10 20 30 40152 0) C F o N a)WALL SECTION WALL SECTION Cl) o CD STA 43+60 STA 43+80 _ C SCALE: 1" = 10' HORIZ SCALE: 1" = 10' HORIZ --� U ,_ Z a 1" = 10' VERT 1" = 10' VERT /\\\�VVV ^1 � o W W 4 O Ia I— C.) W W > O w ix CC eL iM w CI C' N :Li W I__ __IW O Q U = O U (nl— � A® IIII Q RECORD DRAWING Er Il THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT DRAWING NO: ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD C 18 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 18 OF 47 W- a \ .- 0 m<- 41 co �Z O Z w ¢=a W U Z p 0 30 60 z<� woo SCALE IN FEET W F G t\•x. �# I x II 1 l'7IllIl I--4- \\ III ® IIIIImII I x I I - /I I III I* I I ,A- \ : / �D I I I I _ K * \ � - I \ # \ # � \\ , �* \ \L� > x�N A ® I 1 I II ---‘: ,--, 1 S. \ \ I i TO MENT D ETAIL i II STRIPING NOTES REFER � INAA5D BLOCKS ON DWG. NOS.TM500,TM SO AND TM03SHEETS D7 NWi li J Nwaa zP i w ao o a oz \ \ ' \ \, ..AA\ I 0 ` + \ \ \_�/ l I c� \ \ / I • fl z \ � � \\\� it C� , \,� III ILHW1 r 1 I 1 .1 ..�.I \ s ,,, ., < 0 c._ \N ,, ...... ,,,,i.:,) 77- IT m TT 1 7 , . .. .. . 1 , �I _, \ , _. 0 ; 1 , , , , it,,010 Lili ,, %Ai --°- i — (0, _ , cA). _ Ili . ! , , i frn r �� 1I_ _ N O \ -� o o '—741— (— ' °— —0 I CI + S o g o SW TECH CENTER DR o g ._ \ \ l -� ( w :frirlitt'''''.. •-----------' v// / I �llrl�® W \ \ r \ N \, '\ (...) L...., < W ,..,-, >.. ,_, ,. _ _ _ \ \ d I— (Y 0_ PLAN I= Z ' J W m O Q U = O - 5w � U (nl— � A® IIIII 124 Q RECORD DRAWING Err Il THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT DRAWING NO: ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN C 1 9 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 19 OF 47 j w a / oU m a co ceZ.. o w ce=a w U Z p 8 0 30 60 z<ce woo SCALE IN FEET o csi c 1I t NII — mm U Co .1.6A II r , 41 II I Z C I \ I I� STRIPING NOTES W ce ^�� _ REFER TO PAVEMENT MARKING STANDARD DETAIL BLOCKS ON M z L'a a W II I _ DWG. NOS.TM 500,TM 501 AND TM 503, SHEETS D7. u azo Z II Z ZOU O Z w 1 �w �' Al . �,y'jimaSIGNAGE NOTES za o= �� N �� 01 SEE TRAFFIC SIGNAL PLANS FOR SIGNAL MOUNTED SIGNAGE. I I O2 INSTALL CROSSWALK CLOSURE SIGNAGE PER ODOT STD, DWG. TM 240, Z IIo SHEET D7. i Ct I 41166- f I 0 cn - z IL I o z 1 I � 0 , . J z I ® ti Z im........114) z Air. , t , \--444 \ aillivM 4(),... '.: 6) iiMiiillk"" filik\\\ o) g SW TE � CENTER DR 11' 'i o � AVIII a Ca- oM+ z % 11 traviwirraTirmar„ w \\ I Z &J 1--- N N ' 5' W I— � 12.5' - IM I'Ll CI \ 1 \--‘.. , . Li i: ILA O a U N N \ -.41IN �N C.) V) , it PLAN \\ ND I` RECORD DRAWING 'N,: \ THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION N FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT N \�\ DRAWING NO: ASSUMES NO RESPONSIBIUTY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN ^ O INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD L DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 20 OF 47 / / / 400/1/ / / / / \ \`. �� 2 SDMH 2 / ��o ' w , �� �w.v N,\N ��� / 7.4 / ' S... / / ' ozw\�, Av �� / ( �i8LF12" C900SD / // ��� /''''"-1,' I � d �� v�v� �i // 4 ® 5 = .0055 /� // ///.� o ®^ it zoo \ ��\•\ /^� 6k/ 0 //, „ �o i/.� /, / ' �0 40 LU z`"..c o + �� \\\\\ �I� ® /�/ j/ i// SCALE IN FEET ,, + v ` � SDBH 4 // /,,` /// // .�.� �' / STORM SEWER NOTES: \jW) \ , © RIM = 154.67 ,62 �' 0 j/ / ///7 / 12" IE IN (N) = 151.85. "" /° ' G / / / / + SDDI 5 ❑ ,,,,,\ , / f� e j / / /,/ / ❑1 INSTALL 48" DIA. CONCRETE FLAT TOP MANHOLE PER CWS \� STA 41+87.34, 30.01' LT 7 ti/ \12" IE OUT S = 151.75 /� _ �i �� 0�`\ (, ////// / r ti\\ �\ \ MATCH TOP OF DITCH INLET TO BACK OF SIDEWALK / / i, V / / // / STANDARD DRAWING NO 050. SEE SHEET D4. m v : + 10" IEOUT = 163.20 / I /// i / \ <> +��'` �� » ! j, / / \:\ \\\ \ / I ` /.7 / y$ ' /, I ❑2 INSTALL 72" DIA. FLAT TOP MANHOLE PER CWS STANDARD p CCI / / - ' 4. , DRAWING N0. 050. SEE SHEET D4. \\\\\�\ + 11 LF 10" D3034 SD /// I /+ \ / / ///j �� � Asx i c N.\ \ �\ �\ q / // i � + 0INSTALL BEEHIVE INLET PER CWS STANDARD DRAWING NO 405. \\ �\ ® 5 = 0.03 ❑ / SDMH 1 f oSEE SHEET D4. -\\\\��� x CONNECT TO EXISTING 7 + 01 C081 \ ,� Q00 \ ®PROPOSED STORM PIPE cREMOVE AND \\�. - - BEEHIVE INLET - T - - - � 1 ♦� . iREPLACE EXISTING `\ \ \ _ / ©/ BH 1 / n.\ RIM = 165.70 'SIDEWALK PANEL �\� 10" IE OUT= 162.45- - - - - .jam . STALL CURB IN Ei PER CWS DRAWNG NO 755. SEE SHEET c =^J'r�.\ 10" IE IN = 162.90- x x /x x x x x , x- \ \ x � TO SWALE WITH 2-6 C900 PIPES PER DETAIL�� ® ❑IN L I 'I ......... �� SHEEf D6 <s, 5 REPLACE EXISTING �' CONNECT " PLANTER WALL AS ���• �� EXISTING STORM i a-o m REQUIRED em im��edio`�ig ©a EASEMENT ©CONNECT TO EXISTING PIPE WITH APPROVED COUPLING. o e �:.� �A iti 6� + __ _n_� = Ilmee Q=_r_ - \ B / i i a �v . / �I 0 ❑7 INSTALL STORM DRAIN DITCH INLET PER CWS STANDARD d o o z SD ,v F SSMH 1® 0 $ DRAWING NO. 390, SEE SHEET D6. z ALL REMOVED PLANTS # c \��\ �// �/1 , \ I SS01C0800, � SDMH 3 60" DIAMETER © SHALL BE REPLANTED WITH,/ o I '10s 0 O1C084 flii 1 GAL. JUNCUS PATENS AT 1?�"( �7�JM- __ 2° W 12"W �r O 12"O.C.; RECONNECT! \ \ \ PROPOSED�2"CL�.S'2 DI WA d Al �-'- ---` / G `.:t,/ RIM 44+78.79,3044.99' RT a�___ 1, O � ® ..� RIM = 156.30 SANITARY SEWER NOTES: W EXISTING IRRIGATION SYSTEM t 'l©__-��\ \ ------ -/\\j '-- 10" IE IN (NW) 149.95 W �i� # \\\ a 10 Y 0 24" IE IN NE 149.95 30 INSTALL 48" DIA CONCRETE MANHOLE. SEE SHEET D4 FOR_ _ , 24" IE OUT (S) 149.85 DETAILS. z I-i - x- x -/ x-` .. -X,=X x - x- x - x- xx� G --J /i. '_ ❑ ® INSTALL 8" D3034 SANITARY SEWER."� ® 5 = 0.035 - 34 LF 10" C900 SD 4 31 W J - U ct O 0 x q 35 LF 10" C900 PVC SD r SDBH 3 32 CUT EXISTING PIPE AND SLIDE THE PRE-CORED PROPOSED DCL Vy� ❑3 MANHOLE DIRECTLY ONTO THE EXISTING PIPE. SEAL THE _ ❑ ® S = 0.004 h STA 44+62.83, 32.36' RT PENETRATION WITH NON-SHRINK GROUT. r� SSSSMH 2 C g1 30 RIM = 153.80 0 W 46 x x x x ❑` x JDBH 2 x x J x x 10" IE OUT 150.72 WATER NOTES: 1.I-' > 3 01C80C ~ Z Ct STA 44+15.43, 30.22' RT INSTALL:(TYP 3) Q , - > RIM = 1'54.24 O1 " 12" MJ 45" BEND W/ RESTRAINED JOINTS CI 10" IE OUT 152.35 N CL PLAN RECORD DRAWING OINSTALL•1 THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION 1 - 12"X 12" MJ TEE W/TRUST BLOCK 2 FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE 12" MJ BFV ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ADJUST VALVE TO FINISH GRADE CD I ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD © N 180 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INSTALL: "L a cNI INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD OD c' DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS 1 ,- 1 1/2" WATER SERVICE FOR IRRIGATION. ////�� c, ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. SEE POINT OF CONNECTION DIAGRAM DETAIL 1, V� SHEET L3.0. OINSTALL z Q 1 12" DI MJ LONG SLEEVE a) c it-EXISTING GRADE® Q PROPOSED GRADE Q INSTALL: Q) -, CONSTRUCTED BY OTHERS O1 n. STRADDLE BLOCK a 170 / -_ M 170-__- / ---1- // \\ J N a O^ O) ce - - \ W 41 ^tO H N 2 Y -PROPOSED GRADE© Q + H,�— w * �Z - c�+ z W \ , x. II w ,_+:z z o N,,71 3 �Na 3 ate..,-.,-,� F� II W W __ / oa�o \_� II W w W "7n vto �v'ii�v I�vi32tri �v~i�eo > CD a H O N N 4 W O N 160 ��� N' �Q _ �QIIWWww 160 m 1-1 m cn 4) MO:.Or. PA�•• 00 Nt)K.__NN _ -- � REMOVE EXISTING 2" BLOWOFF ASSEMBLY \ 3 ___----- n I N I- W AND CONNECT TQ EXISTING 12°WATER ' _ -------- -I W M MAIN WITH APPROVED COUPLING L� Q U > - 0 �� O O PROPOSED 12"CL 52 DI WATER MAIN All0 -` V el- 150 36 LF 10"C900 PVC snits 101 LF 12" C900 ' 3LF 24"C9 0 PVCEXISTING 24" STORM SEWER 150 c) cn I- __ SD ® S = 2.24% SD 0 S = 0.44% MATCH EXISTING SLOPE - Er _7_ 28 LF 8" D3034 EXISTING 8"SANITARY SEWER SS ® 5 = 0.40%0% ~ 140 140 41+40 42+00 43+00 44+00 45+00 46+00 46+50 DRAWING NO: PROFILE C 21 SCALE: 1" = 20' HORIZ 1" = 5' VERT 21 OF 47 w o_ O m.- CURB JOINT DRAINAGE BLOCKOUT La eo SEE STD 3" I.D. SCHEDULE 40 i DETAIL NO. 146 DWV ABS OR PVC) p 5' MIN. y SEE NOTE 5 ROW 1 �6 /CO PLING MATCH WIDTH &GRADE <0 PIPE W UEt 1" BATTER - w v o r 27 ROAD 1 6 1 I R/W LINE z o CD ROAD *••� T6 EDGE __ 6" SEE NOTE 3 w o Ee ..A., .....I IRz¢O � 3/4" _ -- __ RI dT I dl I • �"T"- ..•t .ITIII-IIIIII�I• _°-'. 6•• 1/2,•--- SEE NOTE 4 ~2"OF 3/4"-0' BASEROCK °°•° ° ° • ,°MAX._�_ 5' MIN IM SIDEWALK F6•• _ _ DRAINAGE BLOCKOUT °, ^s • _-= i a COMPACTED SUBGRADE 3" I.D. SCHEDULE 40 � - BASE COURSE DWV(ABS OR PVC) b2 SEE PIPE W/COUPLING 24 LANDSCAPE, NOTE 3 , LANDSCAPE COMPACTED SUBGRADE STRIP SEE NOTE 2 STRIP SIDEWALK ADJACENT TO CURB ° ° Y 0=0ee, 16" ` >0o C..) PLANTER 5 MIN. y ROW 4 p 0 O ° ., A STRIP it 2% O 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX ,5 ° O 3' 3'-L.- 1 / ROAD -^ '' •"'�' ' ° 1 2. EXPANSION JOINTS: 10'MIN Z �•.. . II_ -II ,„ A. TO BE PROVIDED: PLAN o U " 1) AT EACH POINT OF TANGENCY OF THE CURB. R/W ,NPR e i 2"OF 3/4"-0" 2) AT EACH COLD JOINT. 8" RX w ^�''i in COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" PROJECTED TOP 0 re J NOTES: 4) AT EACH END OF DRIVEWAYS. OF CURB 227 MAX Z .a i 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. • :"e- - S SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: A. TO BE PROVIDED: B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET I - -,,,_ _ _ w a-o 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1)AT EACH POINT OF TANGENCY OF THE CURB. / ,. -II.�II JII��F-I �RX Z o U WITH A THICKNESS OF 1 2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. dlall. " �k'4y o ii 2) AT EACH COLD JOINT. 3. CONTRACTION JOINTS: o p o00 `.' ,.lil- 0 w 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. o, 0 .. -111 1= o 3) AT EACH SIDE OF INLET STRUCTURES. o00 OQoo$_?Tf,k`•i:✓T5?';••y;,<r}r�aexe;=a, SEE NOTE N0. 4 = oz 4) AT EACH END OF DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. oa°o 00 In71,n11=111-fH1l Ill 3. EXPANSION JOINTS& CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1 2 INCHES. -mm=m=m=T=,T IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. / PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0" OR 3/4"-0", 95%COMPACTION. BASE ROCK SHALL BE TO 2" OF AGGREGATE SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. SECTION A-A (3/4"-0") COMPACTED - WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. 5. DRAINAGE BLOCKOUT- 3" DIAMETER PIPE: (/) THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2"RADIUS. NOTES: 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 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. Q OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' W 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 3. & CONTRACTION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED 0 SCHEDULE 40 DWV(ABS OR PVC) PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 EXPANSIONNO OR EQUAL EXTENDING FROMS SUBGRADE TO FINISH PREMOLDED GRADE. OVER PIPE. 6. FOR SUBDIVISIONS AN "5" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERALr 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 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. Q (FOR COMMERCIAL DIRVEWAYS ONLY) CITY OFTIGARD• APPwvEo Br; NO SCALE CITY OF nGARD APPRo iD RT. NO SCALE clrr orncaRD L A.STONE, NO C41F CITY OF TIGARD O" NO SCALE OREGON NICHAEL A.STONE,P.E. - MICHAEL A.STONE,P.E. pPRovRo Br MICHAEL A.STONE,P.E. LORI FANA,P.E. Q 13125 S.W.HALL BI.V. CM MAKER CONCRETE DOG NO. • ax a R STANDARD DWG No. TNI)NI Ott PIONEER Uwc.No. COMMERCIAL DWG.NO. MI ENGINEERING vAnix JANUARY 2013 SIDEWALK Iwo M. E woRecory 77vJ JANUARY 20t3 • VO w�x"n,.nR, CURB & GUTTER ^ „ss.WIMIC "�HA�.'P'"Lw WY AHA.TMENT Q 1 /O CURB 1 /S ncnxnoaecory ANUARY2013 126 ncwnoxecorvn FEBRUARY20)6 DRIVEWAY 143 0 TIGARD CE:(5°a,I.41 i�" L 1YGARD �ce:l5w)cswm ` TIGAAn vac w,;.s+r IGARD' volca:i5m)Wxatn 7" FAX:(501)aeatrn APPROVAL OMR PAX:6U5)0547 97 APPROVAL DATE FAX:(503)6A471n APPROVAL DATE FAX:(50.3)6847207 MERCY.WI N As required in LJ. Off typical sections Street of construction 0) I - Street plans I w o Area /� 1' T-cut (see R 3/4" 6" 1- R 3/4" .i Q \ ' Surfacing /` jA note 1) ' I + COE o Topsoil or as,,,,,- 1 4" MIN in� r- directed Base Material T 1 -•"a) cgc a a 1 a STORMWATER 1' 6" o o FACILITY MAX w o o 0 Y a s o CC a o ki, / R 3/4" * ce - w o 3' MINIMUM FOR PLANTERS R 3 4" 6:1 BATTER o o'o L o c -III-1 PROPOSED z in m ° = AGAINST SIDEWALKS, R 3/4" ROAD SURFACE 2 0=c E 73 18" MINIMUM OTHERWISE I 1" w U _ _ _ y�,� 1 U U G) -_- - c N� < L1 N 0 18„ 12" W Y.SfA 0). 0) U i; O N a N I y VARIES WITH I F I 6:1 BATTER 0 L d' ,_ WALL HEIGHT 1 I- Q 0_ _ao a.t aMU rn _ Q W a _ i O a a DESIGNER INFORMATION 24" 6" Min bedding j Q below outside of 6 6 1 1. SPECIAL DESIGN CONSIDERATIONS OR STRUCTURAL REVIEW MAY BE U N I- W pipe bell 3/4" - 0" MIN MIN REQUIRED FOR LONGER PLANTER WALL SPANS. STEEL REINFORCEMENT ~ -I Z crushed aggregate OR ADDITIONAL CONCRETE CHECK DAMS MAY BE NEEDED FOR STABILITY. GENERAL NOTES , W W 2. SPECIFY ONE OF THE ABOVE PLANTER WALL OPTIONS BASED ON SITE 1. CURB EXPOSURE IS 6". VARY STANDARD CURB ONLY AS APPROVED. O Q U Q CONDITIONS. _ 2' Min Trench \\i��\\��Tv� 2. WHEN MATCHING INTO EXISTING CURB WITH LESS THAN 6-INCHES OF CURB EXPOSURE, W foundation \\ !Y�,\\\Y\ 3. MAINTAIN 1:6 BATTER FOR WALLS AND 4" MINIMUM TO TOP OF CURB. TRANSITION AT A RATE OF 1' HORIZONTAL FOR EACH 1/2"OF VERTICAL CURB C.) (/) stabilization DIFFERENCE. TRANSITIONS SHALL BE DONE USING STANDARD CURB. if required 4. IF A LINER IS USED WITH AND L-SHAPED WALL, THE WALL HEIGHT MUST - _ _ A BE INCREASED.THREE INCHES OF CONCRETE IS REQUIRED ON ALL SIDE 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% NORMAL. OF THE LINER ATTACHMENT (SEE SW-360). 4. GUTTER PAN SHALL SLOPE AT ADA RAMP LOCATIONS SHALL NOT TO EXCEED 5%. II NOTE: Q 1. 1' T--CUT FOR PIPE ONLY PROJECTS. CONSTRUCTION NOTE 5. 2-INCHES OF AGGREGATE BASE UNDER CURB UNLESS OTHERWISE SPECIFIED. RECORD DRAWING 2. JOINTS TO BE TACK AND SANDED. 1. FINISH ALL EXPOSED CONCRETE SURFACES. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION 3. SAWOUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE E' ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMERAWNGS NO OR FOR ANY IBIUTY ERRORSOR RTHE OMISSIONS ACY OF THIS RECORD WHICCH MAY HAVE BEEN DRAWING NO: "naR o�^R APRDwDE NO SCALE MODIFIED CONCRETE CURB DETAIL 12" THICKENED CURB AND GUTTER DETAIL NICHaEL A.STONE,P.E. INCORPORATED INTO R AS A RESULT. THOSE USING THIS RECORD MI P �� o DIVISION CM MAN. TRENCH DWG.No. NTS NTS DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ID 1 .GAau oavIGARD.OREG Nni,\ JANUARY 2013 BACKFILL 1 80 ACCURACY BEFORE APPLYING B'FOR ANY PURPOSE. FAX:(:a1)N<.72o7 APPROVAL DATE 22 of 47 w *see general note 10 O d K M !::''--•.•2•; Curb and gutter / 0u' r _ CO �m •l}) `J' . . Curb antl gutter i._ O Gutter rek '' R b 12'min •' h (See general nott I1) _ Curb utter Z � (Se 9 note]) lip Detectable /See genteel note 9) v O I - N.general note 111\\ - Z i_d r•tei_ ®- © ;% Slo warning / er:. 444/ ,® • V I'Ra. � QdE -- © © 'i' .�, pe.4o%max. surface ®� Inaper nom �VJ wvo/Max 5.0%fnshed 2• P.C.Conc. R L12Max,flare slopes 100% 7/ * --, 1 j surface slope) r _-, •Z, / R tlRY Y�20.nin(fyp) � ] ZpW RYp 1 / __ ] T�/ �©((��ly Ale/Buller strip r T Curb and gutter rf O SurbPe.nererJ e warn, rface full widen of curb openin EJ �W`�Y/ (TYPO �iC (See general notl) 4,, •::1;°'...4':.idgii:la. �� W 0 0genera n9 5 9 •'+• (see I nete 12) Curb Temp wnote 5) ' .s� ° ,„„„All*, PERPENDICULAR � 9 2 (see general,roe 5) MP) .• (When req. '2' Curb and Detectable warn n Aace A9gr base PERPENDICULAR CURB RAMP DETAIL ,titter 9 sr �. (Use-Parallel Curb Ram I•or Curb Ram r (See generalnnee 13) fluwdm ofidth opening e \ . \ W p Dena p petal curb rarer width z 4 5' < \1 ~when regd.turning space abbot m obtained) (see general note s) *see general note Io SECTION A-A \ I Coo omo unless neeode t bract of •Match curb exposure _ 1 \�k o-_ =`" PERPENDICULAR CURB RAMP DETAIL '•Match`orb[Dal nk gr. a CURB RAMPS �E (THROUGH BUFFER STRIP) ,/ FOR NARROW SIDEWALKS CURB RAMPS FOR NARROW SIDEWALKS CURB RAMPS FOR WIDE SIDEWALKS >- Y N �• �. ,,,\ " _ 20 Area f dosed Ile Are of closed crosswalk CO ' : n Are of closed rosswalk Cross Ile 1_��_ r Crosswalk)clo pP A (See general PPo / 1 �,, Crosswalkf closureIn«3)support ETr��_ I ; (See general 2) ' Y genera r__ RYp.ln curb Q Curb antl gutter Curb and gutter Max.are slopes 10 0%�® (See general note]) 99r.haze A99r.base 2 (see I note 111� / /See general note 11) Q c ___ \YYY 6Rp m a v g ra Max I Awr.� �1 egrb aba gmrer� - - s SECTION B-B SECTION C-C Curb and gutter """ (See general note 12) Detectable reaming surface full width of curb opening. 411110. •���Ir• (See general note 111 Z /,� g I/ x ZCurb ramp*See general note 10 (S<e 9epeal noire 5)5 AKf• I "' � i Sidewalk ipi. (When regtldenln •2 • 2,rnln N `�`NBCOMBINATION CURB RAMP DETAIL � zo•min.aro) "'''•' w e..,in Er-�/• 'L LEGEND: EC =y E CI .6'vdtle lNomlcurb debacle or _ / """'I® r \ Z G curb ramp unless«M1¢IsvHe dNectetl Rm 1 x f/ XX =_- J sleewalk •• ""' \O U a Z Max,flare slopes 10.036 � �' *see general nose 10 h9 S\C cud Whennnatenstralned 15 x¢5(a x 9 min.finished surface). a: W Q Z O 1 :• •-- width f rbopen n Curband gutter Z U See general note 10 Curb ramp width 2 4.5' ( 9enen When dunce bed in d x 5 5•M x 5 tam finished surface with 2 U ram` ,r0 / * ° see )note lz) mngermmensmnbmrealon of pedestrian sheet crossing). CURB RAMPS WITH CROSSWALK CLOSURE CURB RAMPS WITH CROSSWALK CLOSURE CURB RAMPS WITH CROSSWALK CLOSURE E r (See general w«e s) F r he P«poses of tern apPli<ation,a max.2.o%Flnisned surface slop. Z'p a =x -- Iroraralnage)Htpnsmeree level. OPTION"G" OPTION"Hr' OPTION"I" oW - * _I Detectable warning surface LEGEND:®Marked or intended crossing location Turning space (} Slope 1.5%max. oz arcane 9mter JJJ PERPENDICULAR CURB RAMP DETAIL(WITH SINGLE FLARE) P .e>....>. when not constrained as'xes w•xa'min.finished surface). (Max.2.0%finished surface slope) •2• ace general notes Z Isee general nott 12) OMettabIs waming surfale fNl width of curb opening. te- (Use•ParallelCurb Ramp Detail'or'Combination Curb Ramp 0eta11• -- slope 1.5%max.(Max.2.0%finished surface slope) I'.':'.':""''I Whenconstrained0.5'x 5.5•(4'x 5'min.finished surface with (Normal sidewalk cross slope) Curb ramp width 2 9.5' Sitlewalk (See general note 51 when rend.turning space cannot be obtained) (Normal sidewalk cross slope) longer dimension in direction of pedestrian street crossing). F 4 x PARALLEL CURB RAMP DETAIL .w Slope z5%max.(Max.8.3%finished surface slope) 1""""eI 0etettable warning surface sslope(or Mefoudrainage)Isoses of )considered level. max.2.0%fnishedsurface (Maxea3%finised surface slope) ,..., 4•starspace GENERAL NOTES FOR ALL DETAILS°.THIS SHEET: COLC.BOOK NO. cone REPORT DATE GENERAL NOTES FOR ALL DETAILS°.THIS SHEET: usc.BOOK ND. N/A Mifuee REPORT DATE 21 J_UN-2019 NOTE: manta... 2.curb romp Beta is are easetl 0l°DOT applicable standards. 7.Return curb may be provided in lie"of flared slope only if protected from traverse travel by landsoping. NOTE. ,Oder.,. I.Curb ramp details are based on°DOT applicable standards. 8.Curb ramps for Oaths intersecting a roadway should be full width of Dalh,excluding flares. Ire r,,,,enl o egon inneare speoolm�ons 2.See project plans for details no[shown. Return curb shall not reduce width of approaching sidewalk. tie material and workmanship sham,"in N 2.See Std.Dvegs.RO700I.RD701 for curbs.See Std.Dwgs.R07208 RD721 for shlwalks. When a curb ramp is used to provide bicycle access from a roadwayto a sleewalk,the curb ramp The selection and use of this See Std.Dwgs.RD7006R0701 for curbs. 8.Curb ramps for paths intersecting a roadway should be full width of path,excluding flares. The selection and use of this J See Std.Dwgs.TMs03&TMs30 for cross..markings,widths,etc. should be B.wide. OREGON STANDARD DRAWINGS See Std.Dwgs.RD720&ROM for sidewalks. When a curb ramp is used to provide bicycle access from a roadway to a sidewalk,the curb OREGON STANDARD DRAWINGS 3.Tooled dummyjoibts are required at all curb ramp grade break lines. Standard Drawing,while de- SlandaM Drawing,while de- 4.Cum ramp slopes shown are rehtive to the true level horizon)Zero bubble). 9.For curb amp placement options,see Std.Dw95.RDJS6BRD]SJ, signed in aeeoro'ane¢with See Std.Dwgs.TM503&TM530 for crosswalk markings,witl[M1s,etc. ramp should be 8'witle, signed in accordance with < 10.check the gutter now depth at curb ramp locations to assure that the design Flood does not overtop r//d _ See Std.Dwg.RD755 for curb ramp details. 9.When 2 curb ramps are immediately adjacent as in Option G,the curb exposure(9 e _ CURB RAMP LAYOUT OPTIONS �l 5.Place deettable warning surface at the back or curb f«a minimum depth of Y al curb ramp that is the back of sidewalk at curb ram Place an inlet at upstream side of curb ram perform other generally accepted engineer CURB RAMP DETAILS See Std. .TWO tar crosswalk closure detail. between the zdacenl side flares may between a and full design 9enPfd//ydccepted Png%/leer p. p or pe DLv9 j y range gn exposure. sa adjacent to traffic For 0012 netshown.fu see Sm.Dregs.RD)58&Reed,0 approved design recall tl leg principlessole responsibility and practices, See Traffic Standard Drawings for signal pole and pedestrian pedestal details. 10.Only use options allowed by jurisdiction. ing principles and practices, LARGE RADII O 6.Grade breaks at the top andbottom ofcurb ramp runs shall beperpendiulartothedirection II.Site conditions normaleals0rea project inec:IFl<design. is the sole responsibility of O. 3.Tooled joints aerequired at all curb ramp slope break lines. I1.Onor along state highways.curb and gutter is required at curb ramps. is the sole responsibility of Li.I N of the ramp run.Grade breaks shall not be permitted on the surface of ramp runs and turning See project plans for details not Mown, the user and should not be 2018 C. el.Curb ram lopes shown are relative to the true level horizon Mero bubble). 12.Grade breaks at the to the user and should not be Q p s r and bottom of curb cons shall be perpendicular ru so the direction of 2018 spaces.Surface may be r Mat meet sded role offiegrade ereaksdelopeoit beony i flush. 12.0n or along slate highways,curb and gutter is required at curb ramps. used withoutrefou,onaga S.For d tails rcl ewarning ee Std.surface gsthe.RE1758 RUSS.of curb ramp that is adjacent[o traffic. me ramp rvesGrade b t at shall not ak perml[be flush. urface of ramp rvns antl turning spaces. egdwr rconsulting lE ax«mxom ].lan Return sc curb met be curb he In otr d cerwishoe appr itching si d from vmrse travel by Reg9/see[Pred Professepnd/En- Coe cktthe not ehoon,see Std.Dwur.RD)58e velar f Surface slopes that meet a[grade breaks shall be flush. Registered Professional En- lantlscaping.Return curb shall not reduce width of approaching sidewalk, glneer. 6.Check the gutter Flow depth to assure that the design Flood does not overtop the back of sidewalk. gibe¢/. o�g rvdmnoTu If overtopping occurs place an net at upstream side or perform other approved design mitigation. �d0+ arx WAIN. �aara Effective Date:December 1,2019-May 31,2020 RD755 Effective Date:December 1,2019-May 31,2020 MOM RD757 0 Q GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: O C«b ramp,turning space, Width of shared use path IX -through or side walk A B C D E 1 r 1 1.Detectable warning surface details 6locations are based on°DOT applicable Standards. MIN. 1.60- 0.65• OAS' 0.90• 0.20' Sidewalk Curb ramp Turning Space Sidewalk Detectable warning surface MAX. 2.40' -- 0.91• 1.00• 0.20- NOTE:Detectible warning surfaces ~f 2.See project plans for details not shown. See Std.Pegs.RW00&RO701 for curbs. I shall be outside of crossing arms Light t railil-6•min. `�� -1g Shared use pain See Std.Ow9.RD)20 for sidewalks. A where they exist Freight rail 13'-8'min. See Ad.Dwgs.TM503 f rTM530 for crosswalk markings,widths,etc I I C IS h.max.(From center of See Std.Dwgs.R0705&RD710 for islands. B Rail ter width of theneare detectablewarnit rail to nearest ng /MRS 1 Paved shoulder Wback of curb F�� 9 sus'.,. Edge of pavement 3.The Detectable Warning surface shall extend Me full width°f the curb ramp,or other roadway F/Sue general note 3) ° 1 _ ::2'min, entrance as applieble.A N 2'min C �D --- --- - ` gap mere of lethening surface panel). surface "L Q (Typ.of all applietions) E "- _ _ is cerminee(Measured at me leading comers of me detectable warning surface weal. /r (Seegenefal notes3&1) E.,A B Too ilia.(Cl -_ -_-- --- _ - Back of curb Curb ramp \L/ M __ _-' ry - Width of ILL 9. Detectable waming surface shall be placed a[the back of curb fora minimum depth of 2 h.at Cl)) /r) Q �\ Mk Cum and gutter curb ram warning surface may be radial or rectangular, -I \L/ C WOW") b ramp Ps that adjacent to traffic.Detectable _ ....._ V (see general note 10) but must comply with the truncated dome size antl spacing standards.Detectable warning ■ r- Leading edge of DW$ -' I surface may be cut to meet necessary shape as shown in plans.Color to be safety yellow If no Curb and gutter h.--&--.-I color sue..in construction note.For detectable warning surface on or along state highway, �IMatch to width or curb ramp, I Curb ramp witlth-Var. L - -- -- - --- alternative wlorz must be a d. Turning space,cut-through mse dia.(D) PARALLEL CURB RAMP SHARED-USE PATH CONNECTION provde •�co c z Pay limit cell[ Q r sidewalk TRUNCATED DOME Track l S.Detectable waming surface shall be used in the following locations: F p TRUNCATED DOME SPACING a)Cure ramps(See Std.owgs.RD755.Rm56,&RD757). 00 DETECTABLE WARNING SURFACE DETAIL or sidPatewalk Turning merossin hnds(AccessibleRouteislands),(SeeStd.Dw RDJ10). w TRUNCATED DOME DETAILS sitlewalk 9SPace Crossing 9 Signal arms - -_ c)Raa crossings(See Std.uw9.R13758). Q Omit detectable / • 6.Where public transportation stations(rail,bus.ern.)use platform baartlin9,detectable warning 0- ninq surfaces surface shall be placed along the full edge length of the station,when not protected by d "� 111 m1If less than 2' n sidewalk platform screens or guards(See Std..0..758). ° bI, e _ ]. a)Endo waning surface snail Mat re used on the following a Std.Dw v:: v c MetliaHii I:I Island a)End of sidewalk transitions that are not at a crosswalk,(See std. .RO759). \ =, ` AT-GRADE RAIL CROSSING ,°�` bl Driveways,unless constructed wife curb rearq(See Std.Owgs.RD 25,R0730, v �o. .......... c)Parking lots. Face of curb- 2'min. ■••9'min. ; �' Curb an` - i'J- 8.Grade breaks at the t° d bottom°f curb ram hall be perpendicular to the direction EpI-I gautter Pan road on facPen - ,_'� Transition slo i ; ; ,I re r i Isee gene I note 1 W cur•ram• 3 min of the tam run Grade breaks shall not be cermmed on the surface of ramp tans and corning (J 2'min. pe 17 11,SA III Public it spaces Surface slopes that meet at grade breaks shall be flusM1 Transportation Vehicle Back of curb LJ..I 9 Where no curb is resent the detectable warning surface shall be laced a[the edge of p 9 p 9 W the rwdwa, iRi v \ zmm .• Face of cum `eurbarw,tuner m. .... .... �1.. PGRADE BREAKIIN FRONT OF Ru BP la on or along sme gwavB.erb one g"hers gwree at erbrry _ 0 Raise Medan crossing ........ ....... ...... ...____ ...... .. 11 Detectable warning surface placement for perpendicular ramps s shown. GFI- 111 I'I (See general note 9) (Detectable warn ng surface shall tie placed[`me lower 2'at me Q LJ.-1 Q #�# `•Lading is no[required for ramp Q Boarding Area(Lengm varies) Q s addacen Led back of curb corn°that trafftl �!1 Face of curb Iongiludinal slope 5.0%or less V /1 Cee and general not XI>5 Cee gar Detectable warning surface Q I� All CUT-THROUGH RAISED MEDIAN (See general note 10) /See gene al rroe 101 I 9 su � Le..l (Asph.Conc.surface shown) (P.C.Conc.surface mown) RAISED MEDIAN ISLAND RAISED RIGHT TURN CHANNELIZATION ISLAND PUBLIC TRANSPORTATION PLATFORM Buffer strip Buffer strip (see general note 61 2'min. Back of cum ,� SI°pe l.s%max. �l W Back of curb /Max.21.1: ished surface slope) J S.Detectable warning surface shall be used in the following locations: Detectable warning surface a on Slope 1.5%max.tlsurface slope) Blended transition SI ddax.rrunninlg slope 2min. J W LaJ GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: a)Curb ramps at street crossings(See Std.Pegs.RD755,RD756,&RD757). (Max. La_ l 1 b)Crossing islands(Accessible Route Islands),bee Std.D,v9.RD)101. 9•e Slope 7.5%max. (Normal sidewalk cross slope) 5%max,running slope ' w ' F slope 7.5%max. Q U > I.Detectable warning surface details&locations are based on ODOT applicable Standards c)Rail crossings(See detail). (Max.8.3%Flnisnetl surface slope) 1 T �� (Max.8.3%finished surface slope) O 2.See Tans for details not shown. 6.Where public mans CALL.NOOK No. BASELINE WORT DATE curb`ram Wldlamf , � usc.BDOK xo. BAuuNERwRT cure 5 =project r pu pertation stations(rail,bus,etc)use platform boarding,eetenable warning N/A 21-J_UN 2019 Wid h°f NEE curb D N/A 21 J-UN.2019 See Std.Dwgs.RD700&R0701 for curbs. surface shall be placed along the full edge length of the station,when not protected by platform N d IIN p NO d a s nl shall«I aswill. See Std.0.5.1.720&RD]2l for sidewalks, screens or guards. tnecunem Orego 4aneam ipeneeuons ,ansew Al/ me Current and standard spaM.arlan:azro1 accordance W See Std.Dwgs.TM503&TM530 for crosswalk markings,widths.etc. ).Detectable warning surface shall not be used on the following locations: The selection and use of this All manna one wwxmanalxv a ill tr In azro Sidewalk NOTE. All See Stu.D RD70S&R0710 for islands. a)End of sidewalk transitions that are not crosswalk(See Sm. .Rw54). OREGON STANDARD DRAWINGS /'®y Sidewalk c z>s• Levellandin The selection and use of this wgs. Dw9 ` �9 curb ram ,t OREGON STANDARD DRAWINGS Standard drawing,while de- p Level landing Standard Drawing,while de- �..� 3.The detectable warning surface shall extend the full widen of the curb ramp.or Omer roadway b)Driveways,unless constructed with curb return.(See Std.Dw9s.AD)25,RD)30,RDJ35,RD]40, teey Cum ramp as applicable.A gap of up to 2 inches on each side of the detectable warning surface RD705..1 50). signed!accepted with DETECTABLE WARNING SURFACE a signed in arrord ere oath DETECTABLE WARNING SURFACE en 9 corners ofg surface pane g generally accepted engineer- 6 generally accepted engineer- - ^ is entrance d(Mezured at the leading the detectable warning rface l). 0Parkin lots. DETAILS&PLACEMENT DETAILS&PLACEMENT 0 4.Detectable warning surface shall be placed at the back of curb for a minimum depth of 2 h.at curb 8.Grade breaks at the top and bottom of curb ramp runs shall be peoelaopularto the direction of In9 principles and responsibility practices, ingsoleprinciples and practices, amps that adjacent to traffic.Detectable warning surface may be radial or rectangular.but must me ramp run.Grade breaks shall not be permitted on the surface of ram turning is the sole responsibility of LOCATIONS CURB RAMP CROSSING CURB RAMP CROSSING is the sole responsibility of LOCATIONS �/ p runs one mrnm the user and should not be the user and should not be qp omply wile me truncated dome size and spacing standards.Detectable warning surface may be Surface slopes that meet at grade breaks shall be flush. 2018 _ �o GRADE BREAK<5FT.FROM BACK OF CURB GRADE BREAK(X or Xi)>5FT.FROM BACK OF CURB 201E II necessary shape as shown in plans.Color to be safety yellow if no color specified in 9.Detectable warning surfaces shall be separated by a 2.0 ft minimum length of walkway without used without consulting o,s,,,,, (Detectable warning surface shall be placed on the (Detectable warning surface shall be placed in the lower 2'al the used without eOnsuheaSEing a orsermnorr omusaroTa Q/, c romeet For detectable warning surface on or along sate highway,alternative colors must detectable warnings.Wherethe island has no...the detectable waming surface shall be placed at Registered Professional En- roe - bottom of the curb ramp directly above the grade break) back of curb ramp that is adjacent to traffic) Registered Profession/E- r'`I benepp construction the edge of roadway. g%beer. taw xmuororz _ gibe¢/. oy.ome uwm Du.es uo • V REFo. Effective Date:December 1,2019-May 31,2020 RD75E Effective Date:December 1,2019-May 31,2020 RD759 RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION DRAWING N0: FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD D 2 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 23 OF 47 — For runs of fence of 20 or less omit truss rod Central Notes TYPE CL 6 install nionat TYPE CL-6R and n ll l brace rail P -Controller Cabinet 3 w 600 0'max run End and Co Posts. *see general note 8 600'0'max.run�� -` i 0 QQ d f" intermediate end post - l All Sr/ews,Bolts Nuts And Washers Shall Be p 10'o'max lo'-o^m Tension wire 10•o'mI 10 o max. too lo•o Top ail �/ 1-3 GaNanized5tee/Un/ess Noted Otherwise. 1p, Orient Louvered CC it n ]gauge -h b / T 2.Bolts And Screws Shall Have Square Or Hex �� t0sado0 F Door As Shawn Uma End.gate T End,gate, J - post Heads.Alen Fasterters Not Allowed. pe On Plans w O CO or corner Brace rml Line°Oi° Line post I �y er°r �, r e<ace<alail L.`a"<is.. font,Oriented As 3 1/1" �/ c� (III z post muss rod 'w- I' Line post intermediate•* , Shawn ed Mans 3.Type 304 0r3/BStainless Steel Or Galvanized . La_zz Ya^da. *Chamink I .. end Post fabric fink Cato! Pad Landing Pad Stee/Ma Be Used for Mounting Cabinet To "0",„. O¢d Stretcher Brace rail i Tens on , (Louvered Door) Y rxJ ' � bar Brace rail /abr„2" ~Truss rod r Concrete r` 2 ash n9 Riser Frame. W= (alternate position) mesh ys i footing Ground une gauge - Il gauge Foundation Shall Extend 37/1" Riser Frame 3I/2" - 1 11 gauge �, 1 Al/Sdes Of Service Cabinet '/�I1�I \k z U o a,a -(•,a 711:_r_:;" 3 1/1' (See Detail"A9 r/ Base Mounted �! , 1BB6OT'^RI' h 'a" '° "a" ry aa' c'q"'"" e r us a ✓; c Duna ' / �� Service Cabinet \\� 5 w 0 Ce 0 Grountl I'ne a Grountl m E E � ` E ne Lan�n Pad /'^E• " 1 Concrete m E Tenslon wire 11 E Conc ��'• E ^E a F See9en.note I) �-2 Concrete 1 LdndJn9 Pdd 9 3 / Install Cabinets --I- footn9 1 ]gauge l�J- footing .:I J- J-i'~ —1 —� foot ng I T�\12'dia 9'dla.mine{ I~ Conc - 12"dia.mink{ kr- —� **Bracing symmetrical 12'ela.min. '-I I-�9'dla.min. ,.{ �9'eia.min. /I��'� �1\/ Flush TO Back 9'dia.min. 9'dia.min. about intermediate for � zo"dia.min.for � /--- \ Of Sidewalk At w \Jf\Y\/ �� Co6' Shown On Plans i- 20"dia.min.for footing *See *Seenote 8 end post 6'gate post For runs of fence of 20'or less, [Ontro//er Cabinet a or 6"gate post generalomit truss rod at end and comer posts. Hex Nut Z/� G Width Of Service Lock Washer Seal With A Non-Hardening TYPES CL-4&CL-5 TYPES CL-4R&CL-5R Cabinet Base+4' WaterTrghtSea/Sealant 600•o max Tun�� Flat Washer Riser frame WITH SIDEWALK N 600 D run y _I Intermed ate end post too 10'0 Top rail 3/0"BOIt m Y 10 o max 1 o'-o"max._ Tension 7 g g ` 10'0'max.—,—i o o^max. Controller Cabinet (> End gate 1Top n J ,,i-une postL post 2'H -I--2• Hex Nut Orient Louvered Door CO ® L ne post L P t tretcher bar line on" **End,gate, r —*Chain Ilk 7 12 IL-2 Lock Washer 30/b Build'ng Paper 6. As Shown On P/ans O comer Brace rai' / Brace ra Brace rail l Tension �� t11o0 fe. Truss rod Ch Ilnk _ corner or Stretcher bar e fabric Anchor Rod �0 t 0 1" Area far Conduit Controller foundation \� R I 4r intermediate or w' r mesh pe o sy ` Stretcher fabric 2' Tgauge �' ^alai end post Ground e l l gauge !17 x109 I IIII '<''• qan bar (Seee gen h Truss rod Truss rod rt. ~ y Qp \\to z) 11 q qe li e'a K•dia } a"cp r ''}, �"'g"° T 1 I �y" Bark(Power Base Mounted ri b / a 1 en e I a " -'r/Dorn re - Front CompanyA¢essl /T 9 Service Cabinet t0 /�e a a Ia•re•u crouna line L + L •��c nc -- (Meter face Visible(WI DETAIL"A" z r eon I "".� �'' j ` * footin-< - - Y • Width or5ervice RISER FRAME CONNECTION 3 v0-i LJC y LL1 foodny" gyp z�gauge b�j Concrete _ min. -.-I Symmetrical about posos�1�1�12•dla min 1 I g ". •w;� F—i'—I Cabinet ease+4• {E��`�\ f -�- "[-I for intermediate end post 20'tlla m n.,or 9'dia,m n �{ 9'dia m � ��// 1� , a F I C n 12•dia.min. k 9•dia. In. -.i I-.. 6"gatepost / // I W us-}�\�- 9'dia milt.-1 L /Dorf.- -I I.9'dia.min. II/2" 1'-f,j i, // K \1z'ala.min g Gate GATES *See general notes Service Cabinet Base �� z1/1� /� =e _1o� 20•ma.min.for *SFee general note 8 Stretcher l / *See general note 8 p / instal/3'Wide Walkway Z co 6•gate post. b,r \ 1 y °° (lB"xl6'1 S i/Y 31/2' a z TYPE Oln. O Om. - *Chain Ilnk fabric D DI F I B BOl For Cabinets Connecting n ix ON ON(IN Gate Post a Tines. TYPE inn min.nom Anchor Rods front ��° s J a Cem Cabinet Landing Pads To z -ccs d CL-4 30 24 48 2'methe 30 (inin) 48in) Ancho 19'x2" M Back q4„ 69Ot(gib Curb Or Ede Of Pavement w i?cs Truss rod L 11 (ASTMA-36 0RA-307) (Louvered Door) L I E 0 As Shawn On Mans O W a CL-4R 30 24 48 Type/B1 Junction Box For ��ti Z_ CL-5 36 36 60 x'** D x Late Don1 -0 Y4dia. lk. eL SR 36 36 60 Service Ground Only Conduit(See Tm471 For Details) T WITHOUT SIDEWALK 0 W Ground a snetcner bar See Tm472 For Installation Details (See Mans For Number And Size) Arealogo�'t ne Y`� - '' For runs of fence of 20 or less,omit truss rod a (gX/3� O 0 z TABLET at end and corner posts. B'MJo. / Install CABINET FOUNDATION LOCATIONS z - car pop ning al i Note:Verify Base Mounted Service Cabinet Location And Gate or 0r tog Meter Placement is Acceptable To Local Power Company MEMBER (as shown on plans) BRACE END,CORNER& (As:Sown on plans) -3 I/z" Install 30 Lb.BUJ/ding Paper — AND LINE POSTS INTERMEDIATE GATE SINGLE DOUBLE aCc BOOK xo BASELINE REPORT DATE _ IfsINK I. Anchor Rods Lc BOOK BASELINE REPORT o* TOP MILS ENO POST LATE OPENING POSTS N/A 211UN2019 (fU /' 4711 �i`` RIR 3/4'x i6"x 1" I a NO.-WA TE 1NSg14TUBULAR TUBULAR II-SECTION TUBULAR TUBULARNOTE'. a orearcewst 1 iq/J p. '(i lASTMA360rA3071 Conduit(See Tm471 For Details. NOTE * >nro>newsu�rs°n psna wn owan<e wunGENERAL NOTES FOR ALL DETAILS ON TNIS SHEET <ne<urren�aegoniunae,e spe<n<a�onrm nFO, R t n) SPe MdnS fOr Numbs/AIId SIZe.) the urnm rgon tan spe<rw,onra« �/�TYPE t t t t 1.Do not use top rail where fence can be struck by a"errant vehicle. The se/erllOn dnd Use oflh/s �` -r ICj( 2' The Se/act/On dnd US¢of this V/.o z.Funnq::how.are llmnnnve of use ans not sp«IRcas eo assign OREGON STANDARDnDRAWINGS TC • �- OREGON STANDARD DRAWINGS ag , ° SINGLE DOUBLE g 3.Gate posts on each side of a gate opening ro be the same size.At a Standard Oraw/ng,while de- /. Standard DrawMg,while de- c_ Iq 2 _ ac2icGATEGATE -= Edouble gate Installation with unequal width gates,size of both postssigned Jn accoNance with "s Ground Rod signed in acco d nce with ^" �' " '" - z to be as Indicated for a singlegateinstallation of the wider gate width. L _ ^+ CONTROLLERCCABINET a ut thno 6 Up mno a z,k zh 5.Posts and rails with sections not shown that meet the requirements of Mg principles and practices, For Grounding Electrode " i```r I J '+�7 Mg principles and practices, FOUNDATION DETAILS I— Fe el CL-4&CL-SE LL 4 1%% r. See 0D0 MI81 are acceptable alterndlls. is the sole responsibility be LL I o°ry��i,,-r is the sole responsibility of w I% I. 1% 1'Q 2.72 2% 2 Conductor Only ���YYY]]]III CL-S&CL-SR 1$ ]thru 13 13 thru 26 4 3'% h See ODOTs OPL for acceptable alternates, the user and should not be 2018 4 the user and should not be 2018 N ]'A x sn 6.All concrete shall be commercial grade concrete. oeceimox .ry "r'.""CL-6&CL-6R 1% I% 2% 2 4.10 2% 2% 14 thru 18 27 thru 36 6% 6 ].All chain Ilnk fabric top and bottom selvage shall be knuckled finish. used without consoling a Ground Rod P used without consulting a DATE REVISION DESCRIPTION Q 2 8.Chain link fabric for the fence to be installed with pickets shall be 9 Registered Professional En- n-tpn u'".°`"<axma r Registered Professional En- p%le Addedternr'ce caWnes'"".""tion p."•Mod�ned NOTE:For CL-6,CL-6R,CL-8,CL-8R,CL-10&CL-10R,the hardware Is minimum and does not gauge wire woven in 3i/'by s'rr•diamond mesh. gmeer. BASE MOUNTED SERVICE CABINET FOUNDATION CONTROLLER CABINET FOUNDATION DETAILS g/neer. 0prr 1r kk inCludn slot wind loading. 9.See project plans for details not shown. (Model 3325,331,334,And 340Cabinets) Effective Date:December 1,2019-May 31,2020 RD815 Effective Date:December 1,2019- May 31,2020 TM482 Q CI a O CC CD C CZ o ^, W N M (13CD z Q I, o b CO W oo 41) O 1 a_ 1— C.) LAJ > O w (Y 0_ iM LAJ CI CON � LIZ ~ —IW O Q U = O U (nl— � - A® 'U 124 RECORD DRAWING C7 THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION ~ FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DRAWING NO: DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS D 3 ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 24 OF 47 LOCATE FRAME RECORD DRAWING Q3Q AND COVER OVER Y d STANDARD MANHOLE FRAME LEDGE OF AT AND COVER(TYPICAL) p O LEAST 12"IN THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION - 58"DIA. SEE STD DRAWING 110,120,130 0°n WIDTH MIN.BETWEEN FURNISHED BY OTHERS. WALLS ENGINEERING IS RELYING UPON THE m ��//J 6 i NOCKOUTS E NOTES` ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT Z 41 03 JOINT DETAIL ALL PRE-CAST MANHOLE SECTIONS SHALL o CONFORM To THE REQUIREMENTS OF ASTM ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD W z,,; WILL VARY BY .��'�� �' MANUFACTURER w STANDARD AND DRAWINGAPPLICABLENO.01 PROVISIONS OF DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN V o_ ,- 1 NO.0 0. INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD W 0 z IIIMANHO •TEPS SEE - . • ,. W STD DR N NO.100 DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFlCATION OF ITS cz-D O ACCURACY BEFORE APPLYING R FOR ANY PURPOSE. 8P zs �Ax. 1}II z a ce H 48" INI OM 5"MINIMUM CONSTRUCT CHANNEL W p O STANDARD FRAME AND COVER ORS' DETAIL"A" MAXIMUM 27"FROM ■ WATERTIGHT FRAME AND COVER SEE m - SMOOTH FINISH CHANNEL TO ENCAPSULATED \\ AND MIN 12"SHELF IN TOP OF FIRST STEP STD.DRAWING NO.110,120,OR 130 3/4 VERTICAL HEIGHT OF PIPE. RUBBER GASKE T v FIELD. TO TOP OF CASING / ID - 48"MINIMUM Q E f/ SET FRAME IN NON-SHRINK WATERTIGHT SEAL = R 0 5 GROUT 6"MIN. IM M NON-SHRINKING GROUT USING NON-SHRINKING E GROUT NOTES: CONSTRUCT CHANNEL AND SEE DRAWING 030. - GRADE RINGS(2",4",OR 6") MIN 12"SHELF IN FIELD PVC - 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO PIPE -- MAXIMUM 12"SET IN D] THE REQUIREMENTS OF ASTM C-4]8. 1 U �� NON-SHRINK GROUT 2 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE - -'�- SLOPE,12"SHELF IN D SMOOTH FINISH CHANNEL MANHOLE BASE. - - TO 3/4 VERTICAL HEIGHT e m CK �� SANDED BELL OF PIPE PIPE 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO STANDARD ECCENTRIC `\ FITTING THE REQUIREMENTS OF ASTM C-443. 6"CONE \12' MINIMUM OF�"-0" COMPACTED BASE MATERIAL -- 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE • WATERTIGHT. ZF- ' ^ MANHOLE SECTION - ' _ 111 66 R --_ 5. PIPE CONNECTIONS OF DV"OR GREATER SHALL REQUIRE A '(VARIABLE 1'-4') 48 12"MINIMUM OF -a-d e, a Z MANHOLE AND CHANNEL DETAIL. 48"MINIMUM - ZO 3/4"-0"COMPACTED •� ' 0 F PVC SANDED BELL BASE RocK n � 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE y 5' MINIMUMMili - reef e i ref e 5IN Ooj UB REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. z STD DRAWING NO.t00y f5"MINIMUM iJJJ7Ti TYJlT7Tfi.�=t� . 6 M 7. A PROVIDE A MINIMUM OF 8"OF INTACT(UNDISTURBED) 6'MIN. `t '�y♦ 't,t't t T_Tpt t t;yT ._.f_ 'p 0 _ J MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED . 1 SMOOTH FINISH CHANNEL y (CD9$N+q+r?s aG """ "'r Z Q Z 4 S" ON THE INSIDE FACE OF THE MANHOLE. r� /: SEE DETAIL"A" TO 3/4 VERTICAL HEIGHT _ x a J OF PIPE. KOR-N-BAND C /A T T n W Q_p 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2 MINIMUM AND Z- -- �- m PIPE STAINLESS INTERNAL ® ', € r I_F1 I I Or 0 2 U 4"MAXIMUM CLEAR OF PIPE WALL ( _ ' 6"MINIMUM OVERLAP. STEEL BA D - - U i 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" _ J- SMOOTH FINISH CHANNEL TO 0...O FOR SANITARY CONNECTION AND 48"FOR STORM --1 3/4 VERTICAL HEIGHT OF O 0 Z CONNECTION. CONSTRUCT CONSTRUCT CHANNEL AND INTERCEPT p7•a PIPE Z CHANNEL AND MIN MIN 12'SHELF IN FIELD 10.WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND 12"SHELF IN FIELD COVER SHALL BE USED IN ALL EASEMENT AND OFF 8 MINIMUM CONCRETE 12"MINIMUM OF "-0" STREET AREAS.SEE STD DRAWING 130. -- COMPACTED BASE ROCK NOTES: 11.ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE �� / " .�;S§fife CONNECTOR 1.ALL JOINTS AND RUBBER GASKETS SHALLCONFORM TO THE REQUIREMENTS OF ASTM C-433 REQUIREMENTS OF ASTM C-443. PIPE_ /-/// < _ _ ^' 2.ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM Co-478 AND '^ "` APPLICABLE PROVISIONS OF STANDARD M NHOLE SEE STD DRAWING NO 0 //•L 1 O PF TE-0" N ' COMPACTED BASE ROCK 3.STEPS REQUIRED ON FLAT TOP MANHOLES DEEPER THAN 48"FROM FINISHED GRADE TO I.E. �- - NOTES: c� OUT. NON-SHRINKING GROUT ' SMOOTH FINISH 1.ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF NOR-N-SEAL BOOT 4.SEE DRAWING 030 FOR WATERTIGHT MANHOLE CONNECTIONS.aRkit Q CHANNEL TO C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, �,iiV �•iiK DRAWING NO.010. f - HEI VERTICAL 5.ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET HEIGHT OF 12"MINIMUM OF 84"-0"COMPACTED _ PIPE 2.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH H-20 TRAFFIC LOADING. W BASE MATERIAL _ _ .,. OF 3000 PSI AND A SLUMP OF 2"TO 4". Q STANDARD MANHOLE MANHOLE BASE MANHOLE CONNECTIONS FLAT TOP MANHOLE _ C1eanWater Services MANHOLE C1eanWater Services C1eanWater Services J DRAWING NO. 010 REVISED 12-16 DRAWING NO. 020 REVISED 11-16 DRAWING NO. 030 REVISED 12-16 DRAWING NO. 050 REVISED 10-31-19 BEEHIVE GRATE i . (SEE DETAIL BELOW) WIRE ROPE MANHOLE FRAME 1"FLAT FACE LETTERING (SEE NOTE 5) ' . (SEE DETAIL BELOW) I PRE CAST 84"CONICAL (RECESSED FLUSH) SPECIFY RIM ELEVATION /ry, I,` N 88 HOLES(2)SANITARY TOP OF STORMWATER TO STANDARD REINFORCEDC f1AMATERIALS: FACILITY TOPSOIL A W O1-1/8" OOW --- NC ElE E,CL SS R PIP A III "Ir ...... • O7 2PICKHOLE \ (SEE NOTE 1) O / 1i4,,•,' I PLASTIC: 1112"PICKHOLE �'y0 b'�.•Oy/ Q ""�}Q1B OO < 10-3/4 MUST CONFORM WITH ASTM T �/• - �� ,,1 I. �III.�' PERFORATED DRAIN PIPE V CO IY 14• �'II C-478. STEEL REINFORCING T �i� � �, .' Q) W //n� BAR MINIMUM 1/2" GRADE 60. O N�♦\'�' O CONNECT TO MANHOLE , SLOPE TO DRAIN y O / OR INLET ce MEETING REQUIREMENTS OF O'j,�'��'�`�`�4 ASTM A-615 ENCAPSULATED x �L A' OO WITH INJECTION MOLDED NS Tp S (16)3/4 �v COPOLYMER POLYPROPYLENE COVER TOP HOLES AS SHOWN -_z COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. z z 3,000 PSI COVER TOP COVER BACK COMMERCIAL GRADE J I- 24-3/4' w 51/8, CONCRETE 3/4 1 1/2'GRADE 60 REINFORCEMENT If ill '-11 " I- T- v ilr�Vrii iirrT'///iiirii rrii,l w Ida_ I-18-1/4"-El W 111��� � 22 1 2 I_LI O tt Q 20 3 8" 1.ALL STEPS SHALL CONFORM TO r� 25" 41 BEEHIVE GRATE Q 91/4' 5-3/a'� THE REQUIREMENTS OF ASTM L.L.I C-478. ® 1 1 24 W4•DIA. ► 4" 173/4" W IX '^ 2.MANHOLE STEPS MUST BE 1 ® (� ~ W Z I ,� TIGHT AND FIRMLY EMBEDDED. SSS ' / (n W 3.ALL STEPS WITHIN A MANHOLE / 3• 3" SHALL BE OF THE SAME -0"�- 27 3/4" J �;J DESIGN, TYPE, AND SIZE. A A I T O Q U > 12" (MIXING OF UNMATCHED STEPS _111 .1 BOB" 2Tle" 6"S°' 18"x4" REVERSIBLE MANHOLE FRAME IS NOT PERMITTED). = Q _ 31" 71/2"SQ. i ` W 4.STEPS ADJUSTEDIOR ADDED U >N 1111111H�I,�W SHALL BE EPDXIED IN HOLES SECTION VIEW THAT ARE FREE OF MOISTURE 221/2"DIA. - AND DEBRIS. (EPDXY TO MEET NOTES ASTM C881). NOTES: SECTION VIEW 1. SECURE GRATE IN PLACE WITH 54"OF WIRE ROPE.LOOP ENDS OF WIRE ROPE AROUND U-BOLT AND A O 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. GRATE.CRIMP EACH END OF WIRE ROPE WITH 3"OVERLAP. 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. 2. DRILL 2"DEEP HOLES INTO PIPE AND EPDXY#4 REBAR U-BOLT(2"X 4")IN HOLES. 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. �1 3-3/8"FOR PLASTIC 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 3. GRATE TO BE CAST IRON,ASTM A48 CL30. SAFETY STEP 5. 1 1/2"PICKHOLE IN LID FOR LIFTING HOOK. 4. SIZE INLET BASED ON CALCULATED FLOWS AND MANUFACTURERS RECOMMENDATIONS. r� SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. 5. WIRE ROPE BETWEEN 1/8"-3/16"DIAMETER,STAINLESS STEEL,7 STRANDS OF 19 WIRES. Er 11 ��'" SUBURBAN AND STANDARD MANHOLE STEP C1eanWater\�Services MANHOLE FRAME AND COVER CleanWdte.\�`Services STORM WATER MANHOLE LID aeanWater Services BEEHIVE INLET geanVWaIe.\"Services SANITARYDRAWING NO: DRAWING N0. 100 REVISED 12-16 DRAWING NO. 110 REVISED 02-17 DRAWING NO. 120 REVISED 12-06 DRAWING NO. 405 REVISED 10-31-19 D4 25 of 47 STORM WATER FACILITY GROWING MEDIUM Af, °A a a a 4 3 PERFORATED PIPE MANIFOLD PROFILE FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED IDA FACILITIES CONFORMING TO THE FOLLOWING: r VARIES 4 ° a w 18"MIN.DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGE VARIES d • GENERAL COMPOSITION-USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL,SAND,AND COMPOST THAT IS NOTCH,4"TYP. a ° • SIDEWALK DRAINAGE K O 30-40%COMPOST BY VOLUME)AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. • OVERFLOW PER DETAIL NO.405/407 a 18'MIN DIAMETER BEEHIVE STYLE a O m M OVERFLOW E ( " OVERFLOW PER DETAIL Na 758/760 NOTCH,4'TYP ° U <- CONVEYANCE • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL - - " " _ P . . .H. " • , • - - W pp PARTICLE GRADATION-A SIEVE ANALYSIS OF THE BLENDED MATERIAL,NOT INCLUDING COMPOST,SHALL BE --'440_'. . . .. W W !.44. :q�g.�' - •„ C? CONDUCTED IN CONFORMANCE WITH ASTM C117/0136,AASHTO T11/T27,ASTM D422/D1140,OR ASTM ° .. .,. . W W . .. . /,e e e * . + • 1 . MINIMUM 4'OF 8" •���� r... . 4"DIAMETER CUT OUTS.MINIMUM 3 t.K., • LL Z . ` . 4-1/2"-�2-1/2'.. . W „ .PERFORATED DRAIN PIPE ,. . ® ,. Z l..• y D6913. THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH,3/8 INCH,#4,#10,#20,#40, ., . . . . . w w . . . CUT OUTS PER INLET STRUCTURE TYP. O , ' ' #60, #100,#200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. . . W... . . SPLASH ROCK.6"�. . , °•W, . . . 1 •,� W W �, .4-1 W 3, Q I� PERFORATED DRAIN PIPE . + MIN.AROUND . �I, . . . . . . W . ® 4 1/2"-2 1/2 SPLASH . . . . . W=0 Z SIEVE SIZE PERCENT PASSING °.�`��. ® STRUCTURE TOP. a• ' ROCK.6"MIN.AROUND w 71 lir ,�yl% �f 1 INCH 100 0W J W . . ..® . w ., . . .Pi sew �Z� ]/ STRUCTURE.TYP :� .Z a - Z p 0 -III 1I I I III-I z S ce IEII III III-IIEI -III III IIEI I-III III #4 85-100 ``410 ® . . . 1 ce I-III III III-III III- IIFII III III-IIFIll #10 50-100 4"DIAMETER CUT ® 4 DIAMETER CUTS a ° a io W 0 O III III III III-III III III III III III-III I GROWING MEDIUM #40 20-60 r OUTS.MINIMUM 3�' \ ® . OUTS MINIMUM 3 W�� pr, 4 �- �I-III IIUI III ]�I �I #100 10-40 CUT OUTS PER INLET CUT OUTS PER INLET W 11,1 a ° -j II III III=IIM III III II�III-III= #200 10-20 STRUCTURE TYP.3 W a, W W STRUCTURE TYP.W "'A 2 T ° ,,!' CHECK DAM,AS a .;!: 4 W III-III III III-III III IIEM III IIIEIII-IIEI . W - . . . . - Z _d . . . ° NECESSARY.(SEE NOTE 3) .✓ I- r_ _ CHOKER COURSE • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES ,<.• 11�1111�1����07�OO��IP'n... - oU 4 a n A < G • IT SHALL BE WELL MIXED AND HOMOGENOUS. , a, " n oz " "A , • IT SHALL BE FREE OF WOOD PIECES.PLASTIC.AND OTHER FOREIGN MATTER. " , °° FLOgW MODIFIED CG-30.„ - DRAIN ROCK • IT SHALL HAVE NO VISIBLE FREE WATER. a° a TRAPPED CATCH-�." ,°�• _ . _ SEE DETAIL 403 " � , j MODIFIED CC-30. °, \ FLOW " . ° MODIFIED CC-30.30° " l�_`, • THE PH(POWER OF HYDROGEN)OF THE BLENDED MATERIAL SHALL BE TESTED AND BE BETWEEN 6 TO 8. BASIN,NYLOPLAST CHECK DAM,AS 19' a FLOW w , °, SEE DETAIL 755 �. SEE DETAIL 755 ,III, " OR APPROVED NECESSARY.(SEE NOTE 3) o0 I% �" FLOW r Y C o 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0) COMPOST A� EQUAL.12"MIN. III m CD ® J T ® THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING WATERTIGHT SEAL SEE DRAWING 407 A \ COUNCIL SEAL OF TESTING ASSURANCE(STA)PROGRAM.SEE WWW.COMPOSTI NGCOUNCIL.ORG FOR A LIST OF LOCAL SEE DRAWING#030 30"MIN. 6'� ['- CONVEYANCE WIDTH PER 30"MIN CO BOTTOM HALF-NO HOLES -OUTLET TO APPROVED PROVIDERS. ~TREATMENT AREA 4"EXPOSED MIN. WATERTIGHT SEAL JURISDICTION TREATMENT SYSTEM 2"MIN.FREEBOARD 18"MAX SIDEWALK DRAINAGE NOTCH SEE DRAWING#030 . 6" - REA�6"(- I4"DEWALOKSDRAINAGE a PERFORATED COLLECTION THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED TO LOWEST I.E.,INii.. 4"MIN.POND DEPTH 2"MIN FREEBOARD PIPE RUNNING LENGTH OF MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION.THE MATERIAL SHALL BE WELLIII NOTCH FACILITY TO LOWEST E IN COMPOSTED,FREE OF VIABLE WEED SEEDS,AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE �� �- :-:: GENERATION.THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED.IT SHALL III III III III III \//\\//v% ..� ,`-� MEET THE FOLLOWING CRITERIA,AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET '- E=III E=III III \�\ 18"MIN.GROWING MEDIUM '' 4"MIN POND DEPTH Z PROVIDED BY THE VENDOR. \/�\O _ ��� 3"DEEP(3/4"-1/4")CLEAN /%\ _ III- /\\ 1g"MIN.GROWING MEDIUM N e `IA 100%OF THE MATERIAL MUST PASS THROUGH A 1/2 NCH SCREEN. >�\\ E l v1�.=',-JVZ' \/\\j� CRUSHED DRAIN ROCK y////////j//\�/ FI�I- /�j/\/• > -�jn PIPING NOTES: THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN.AND 8 MAX. �// \ 0': �Y 6 \\/\� 15' DEEP(1-1/2"-3/4") //\/ \\\�j�\\y -_ y- ./ 3"DEEP(3/4"-1/4") 1 >J MANUFACTURED INERT MATERIAL(PLASTIC,CONCRETE,CERAMICS,METAL,ETC.)SHALL BE LESS THAN 1.0%BY \/�\ '�. 4: _ CLEAN CRUSHED DRAIN ROCK \\///j/\//\y it7 ii �/��/\///' CLEAN ADEEP CRUSHED DRAIN ROCK4 U -1-,_. FOR PRIVATE PROPERTY,PIPING MUST BE CAST IRON,ABS SCH 40,OR PVC SCH 40.THREE-INCH PIPE IS WEIGHT. ��,,/� v \ \ ,�/\Y \\\/\\/\j\\/\\�\ / �/\� (1-1/2" / ) Z REQUIRED FOR FACILITIES DRAINING UP TO 1.500 SQUARE FEET OF IMPERVIOUS AREA; OTHERWISE 4-INCH THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70%(DRY WEIGHT BASIS). ��\�\\\�\/\�\� - - - \ \ /.- //\/ : - CLEAN CRUSHED DRAIN ROCK - w a PIPE MINIMUM IS REQUIRED.PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. PERFORATED DRAIN PIPE,8"TYP. \%j//�/ r�j�/t' .\ W Q i er CODE. MATURITY INDICATOR SHALL BE GREATER THAN 80%FOR GERMINATION AND VIGOR. NOTES: SEE NOTE 6 \ \\\\® \/\\/ \/. PERFORATED DRAIN PIPE,8"TYP. Z -U STABILITY SHALL BE'STABLE'TO'VERY STABLE'. SECTION A-A /A./\//;//\�\\//\\/%/ SEE NOTE 7 O . V FOR PUBLIC FACILITIES,6-INCH OR 8-INCH ASTM 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE CARBON/NITROGEN(C/N)RATIO SHALL BE LESS THAN 25:1. 1. THIS DETAIL REPRESENTS A FLOW THROUGH PLANTER WITH FULL LENGTH CONCRETE WALLS AND z o REQUIRED. TRACE METALS TEST RESULT="PASS." FLOOR.FOR INFILTRATION PLANTER CONCRETE WALLS W/FOOTING WILL BE REQUIRED AS SHOWN ON NOTES: SECTION A-A o w, DRAWING#750. 1. THIS DETAIL REPRESENTS AN INFILTRATION PLANTER WITH CONCRETE WALLS W/FOOTINGS. FOR FLOW z 0 z CONSTRUCTION 2. WALL'S STRUCTURAL DESIGN AND DIMENSIONS DETERMINED BY ENGINEER. THROUGH PLANTER,CONCRETE WALLS AND FLOOR WILL BE REQUIRED AS SHOWN ON DRAWING#745. STORMWATER FACILITY GROWING MEDIUM: 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC,EQUIPMENT STAGING,AND FOOT TRAFFIC IN PROPOSED 2. WALL'S STRUCTURAL DESIGN AND DIMENSIONS DETERMINED BY ENGINEER. - NOTES: • PROTECTION OF THE SOIL-THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, FACILITY AREAS PRIOR TO,DURING,AND AFTER CONSTRUCTION. 3. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC,EQUIPMENT STAGING,AND FOOT TRAFFIC IN PROPOSED INCLUDING WEED SEEDS,WHILE AT THE SUPPLIER,IN CONVEYANCE,AND AT THE PROJECT SITE. 4. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW FACILITY AREAS PRIOR TO,DURING,AND AFTER CONSTRUCTION. 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM • WET AND WINTER CONDITIONS-HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. 4. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET OUTLET ELEVATIONS TO ALLOW OVERFLOW IMPERVIOUS AREA BEING TREATED. WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS / 5. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH.CHECK DAMS SHALL BE PLACED TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. - 2. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. REPRESENTATIVE. ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406.PROVIDE 2"MIN FREEBOARD. 5. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH.CHECK DAMS SHALL BE PLACED 3. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. • PLACEMENT OF THE SOIL-PLACE N . . E MATERIAL IN LOOSE LIFTS,NOT TO EXCEED 8 INCHES EACH AND EACH 6 STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS 4. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. LIFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER.DO NOT OTHERWISE MECHANICALLY ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 762.PROVIDE 2"MIN FREEBOARD. COMPACT THE MATERIAL. 7. SIDEWALK CURB NOTCH: 1"LOWER THAN SIDEWALK,SLOPED TO FACILITY.SIDEWALK DRAINAGE NOTCHES 6. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. 5. DETENTION(IF REQUIRED)VOLUME BASED ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITION TIMING OF PLANT INSTALLATION-WEATHER PERMITTING AND AS APPROVED,INSTALL PLANTS AS SOON AS SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. (1)OF MANIFOLD WITHIN THE DRAIN ROCK LAYER. 7. SIDEWALK CURB NOTCH: 1"LOWER THAN SIDEWALK,SLOPED TO FACILITY.SIDEWALK DRAINAGE NOTCHES 6. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. 8. PERFORATED PIPE IN INFILTRATION FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2"ABOVE SUBGRADE. SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. J • EROSION CONTROL-TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION PERFORATED PIPE IN FLOW THROUGH FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK 8, PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2"ABOVE SUBGRADE. 7. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATION FROM MEASURES ARE FUNCTIONAL. LAYER. PERFORATED PIPE IN LINED FACILITIES BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER THE EFFECTS OF SUNLIGHT. • PROTECTION OF THE INSTALLED SOIL-IN ALL CASES,THE PROTECT INSTALLED MATERIAL FROM FOOT OR 9. HYDRANTS,UTILITY POLES,OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY 9. HYDRANTS,UTILITY POLES.OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY F- EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF.INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO JURISDICTION IN WRITING. JURISDICTION IN WRITING. KEEP WORKERS,PEDESTRIANS.AND EQUIPMENT OUT OF THE AREA.UNDER NO CIRCUMSTANCES SHOULD 10.ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. 10.ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. I_iJ MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. 11. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. 11. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. Q PERFORATED PIPE DETAILS -�' GROWING MEDIUM SPECIFICATION STREET SIDE PLANTER STREET SIDE PLANTER >- CleanWater Services FOR VEGETATED FACILITIES CeanWater Services WITHOUT STREET PARKING CaeanWa ter Services WITH STREET PARKING C1eanWater Services ~ DRAWING NO. 740 REVISED 10-31-19 DRAWING NO. 742 REVISED 10-31-19 DRAWING NO. 745 REVISED 10-31-19 DRAWING NO. 750 REVISED 10-31-19 - TC=G-4" A� B` j C6 X 8.2 CHANNEL - 6 ENERGY DISSIPATER j������ ,� RAIL(TYP.) foilDRAIN ROCK GUTTER MATCH TOP OF CURB 6"� �6"GUTTER �G W MANHOLE LID AS APPROVED e W W+W .W W" ° ` ° 411111, RAIT(TUT) 4 - L,11 W.4 ] i� i� - i� i�� I MATCH OR DR CURE �/ 1 A a % -124'.": DISSIPATION PAD1%� IT . A 0 18" Q 18" 33" q'• FACE OF CURB (45zA2s. ROCK/2 w AL A a �� OR OR BACK OF OURS L a w �� L Ci EN I 4a.7s' ins" ........ o \ V , 5=1:2 • M4 6" \ `_ / A" • E- - m__ ®i�m�imi� ' p STREET a 4 ° PAVAN TC=G-2" ���� � \ 'STR ET a 4 .....- AT a �> CURB INLET . .. . .. ' TAPERED TAPERED OPENING 30" " .. . �. w F �_ /j `" ID j STREET12"MINIMUM 4 ° FACE OF _r CON TRACTION Q° , �, �,. . .; . .W W , p 30"/ STREET SPLASH PAD 18 30 GUTTER JOINTS o Z RELIEF RELIEF SEE NOTE#4 DEPRESSED GUTTER 2"- Q OPENING a ,. . . . . . . a n U O N I %�//�//� 1/2"PRE MOLDED . . . W . w Q." DEPRESSED GUTTER 2" I METAL INLET ASSEMBLY- EXPANSION JOINT .w " I' 6 AT OPENING % 6" 36" 42" 36" " p /a �• _ � �a _ ��� REQUIRED ON HIGH TRAFFIC FILLER(TYP.) B� " ¢ ° / STREETS LAP SPLICE#3 REBAR. B" METAL INLET ASSEMBLY A MINIMUM 12"OVERLAP 18�• / � CURB A REQUIRED ON HIGH TRAFFIC 18" ® A BOTTOM FACE OF GUTTER TYPICAL.3 PLACES STREETS CURB WITH ISOMETRIC CURB CUT OUT 18"�f12" 6'RADIUS PLAN VIEW a� �6"MIN SEE NOTE 2 ISOMETRIC CURB CUT OUT I- N.T.S. P 3"MIN 1TM Q A•�•�/ (.1..1 4 L"-2�"RIVER ROCK,6"DEEP - PLAN CURB CUT OUT PLAN CURB CUT OUT cs x 8.2 MATCHCHANNEL RAIL(T P.) SPLASH PAD - MATCH TOP OF CURB FACE CURB • IIII III W N.T.S. R=3/4" f33" • IIIIII I II 7A�a� '-_ 0 GUTTER(G) ~ttP MR. GUTTER G PAVING =II II III III III I I Mry aPnrva« \ GROWING W see Rorew e J it ..1 1/4"PER FT.SLOPE ,' O ....... III III MEDIUM FILTER FABRIC,EXTENDING TO �� 2" crrv.l �� T. .. IIIIII-II CI 41I� OUTLET TO , f�,. _ N TREATMENT/BONDING AREA � � �=II ® SWALE/PLANTER 36 �� '+'� I ICI I ,gE AND ENERGY `\` �`. [_H• DISSIPATOR/SPLASH PAD `��,' .CHOKER s^ ^ COURSE Q W Z .Tar.iriY i3egit ii'FA*, 'Y AY .j:.' SEE NOTE#3. J ..°O. • 0 (�'� % 0PRIA WOIl. 1 1/2" � �. //// TPVNN W 3 TAPERED RELIEF TC=G-2" curie)uee TAPERED RELIEF TC=G-2" ®�� 36" �y - //\`� 1< RrJK Z 2'6"� AT CURB FACE °Pp'E1FD tl1 " " V' 1 u.e•si AT CURB FACE 1/2"X 9" ' ' ' \// !� W �n-.e. oe.sessar ANCHOR 3/4"-0 DRAIN ROCK - a 2 3"MIN -✓ +_7 Li_ J U W SECTION A-A 3/4"-0 DRAIN ROCK TC=G-4" u.wHlm. 3"DEEP TYPICAL J-BOLT SECTION A-A O Q 3"DEEP TYPICAL VIEW A-A (TYPO PERSPECTIVE VIEW O STREET CURB OPENING DETAIL NON SNOUT SHOWING DEPRESSED 4"DIAMETER WEEP = 0 NOTES: GUTTER AT CURB INLET HE CENN TE TER SPACING.8'ON SECTION B B I W CL NOTES: SEE NOTE 1 U N 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTY SECTION A-A ROADS-USE MODIFIED CG-30 SEE DETAIL 755,FOR INLET STRUCTURE. 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. NOTES: NOTES 2. INFLOW STRUCTURE-CURB CUT OUT SHALL HAVE MINIMUM 2"DROP AT THE FLOW LINE LEADING TO THE 2. INFLOW STRUCTURE-CURB CUT OUT SHALL HAVE MINIMUM 2"DROP AT THE FLOW LINE LEADING TO THE SPLASH PAD,SEE DETAIL. SPLASH PAD,SEE DETAIL. 1. INSTALL STRUCTURE ON MINIMUM OF 8"OF 3/4"TO 0"COMPACTED BASE MATERIAL. 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER.TOP OF WEEP HOLE TO BE 3. ENERGY DISSIPATER DRAIN ROCK: ROCK SIZE 4-1/2"-2-1/2"OR SIZED BY DESIGN INFLOW. PLACE 3. CURB PROFILE PER LOCAL JURISDICTION. 2. INSTALL ENERGY DISSIPATER/SPLASH PAD AT OUTFACE OF STRUCTURE. SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER,ON LOWEST SIDE OF CHECK DAM. ROCK 6"DEEP BEHIND SPLASH PAD. 4. CURB CUT OUT TO MATCH INLET GRATE DIMENSION. Itlt 4. CURB PROFILE PER LOCAL JURISDICTION. 3. FOUR INCH DIAMETER CUT OUTS,MINIMUM 3 CUT OUTS EVENLY SPACED PER INLET STRUCTURE,TYPICAL. 2. MINIMUM 3"REBAR EMBEDMENT FOR CURB AND PLANTER WALL. 5. ENSURE THAT DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE. 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2"FREEBOARD,AND AN 18" IF�1 MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. V � ��'" MODIFIED CG30 INLET � RECORD DRAWING F" CURB CUT 0 U T C1eanWatei Sernces 11 CURB CUT OUT TOP RAIL C1eanWater\`Services CleanW filer\`Services C O N C R E THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION WITH SUMP FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE DRAWING NO: DRAWING NO. 752 REVISED 10-31-19 DRAWING NO. 753 REVISED 10-31-19 DRAWING NO. 755 REVISED 10-31-19 DRAWING NO. 762 ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD D 5 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 26 OF 47 I J 3w a OUTSIDE OF WITHIN 12" BEHIND SIDEWALK B~ 1 E-2 PAVEMENT PAVEMENT OUTSIDE PAVEMENT WITHIN PAVEMENT O _ OR BEHIND CURB �� U m a WHEN NO SIDEWALK IX-a PROVIDE VALVE OPERATING 18"CAST IRON 910 BOX I NUT EXTENSION SEE DETAIL W505 y O OH 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX A _ A SEE STD. DRAWING NO. 400 w=a 18"CAST IRON 910 BOX . METER W/17"X30" ROTOCAST LID W/TOUCHREAD HOLE FOR FRAME AND GRATE Z o PROVIDE 24"BY L :L I 4"THICK CONCRETE ? w o O PAD(SEE:NOTE 4) � FlNISHED GRADE _ . 1 �� !� • __ -,, Q� FLOW HAND TAMP BACKFILL _ _ _ _ �' ��� •�i'''�! J�-/ w CV AROUND TOP SECTION ili � -6"MIN. i L "'��'��'��I� �, II y,N o 1 12"MAX. %��/ ���,t <i1 .�� �� ���• I. ""�- .GJ/ '� D W MERINNINIC� 2" FLG X COMPRESSION ANGLE TEA I. STOP (FITS 1 1/2 " APPLICATIONS) m Y 6" ASTM 3034 PVC -.- I HAND TAMP BACKFlT/Ll. N� MJ X TAPPED B O I U AROUND TOP SECTION X ; % 2" TYPE "K" 2" TEE `f 121::A '�• I PLAN i-- -�-=n-1117- lilt Cl a� OPERATING NUT EXTENSION < COPPER PIPE FINISH GRADEtj- FLOW INVERT (SEE DETAIL NO. 505) 6" ASTM 3034 PIPE e. BUTTERFLY VALVE I. BOTTOM SECTION ENDS AS SPECIFIED L. ;_ lit/1 eo^ �I 12°MIN. 2°MIN. II Z 41 MAIN LINE mo 8"FOR. COPPER BENDS // POURED INII;. !I AS NE=EDED 5° K O y mill IIII� ". MTH REI FOR PREENT 2<z II 'III I 2" MIPT X COMPRESSION CORP O �" / '.0.* SUMP CAST Z =V c sJ .X 0 NOTE& � � � \T NOTES: �i.`� �y�` \/GEAR OPERATOR T O _ o o z a 1)VALVE BOX NOT TO REST 1)VALVE BOX NOT TO REST 6" 24" 6"� 6" 27 3/8" 6"� Z a ON OPERATING ASSEMBLY. ON OPERATING ASSEMBLY. NOTES: 2)OPERATOR EXTENSION 2)OPERATING NUT EXTENSION 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90•ANGLES TO SECTION A-A SECTION B-B REQUIRED WHEN VALVE NUT REQUIRED WHEN VALVE NUT METER LOCATIONS. HORIZONTAL &LEVEL. IS DEEPER THAN 3 FEET ti)) IS DEEPER THAN 3 FEET2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN 24" SERVICE TAP INSTALLATIONS NOTES: FROM FINISHED GRADE. FROM FINISHED GRADE. e SEE DETAIL W5. 24" 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 3)CENTER VALVE BOX ON BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS 2. INSTALL STRUCTURE ON MINIMUM OF 8"OF 3/4"-0"COMPACTED BASE MATERIAL. N AXIS OF OPER. NUT. 3)CENTER VALVE BOX ON 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED AXIS OF OPER. NUT. NEED TO BE AT A MINIMUM OF 30" APART. J WIRE MEETING ASTM A497 4)PROVIDE 24" SQUARE BY 4" THICK 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND CONCRETE PAD AROUND VALVE 24" 4)PROVIDE 24"SQUARE BY 4"THICK SLUMP OF 2"TO 4". II 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T.TYPE G-2 CATCH BASIN DESIGN/WITH DITCH I- BOX OUTSIDE OF PAVED AREAS CONCRETE PAD AROUND VALVE BOX AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD OUTSIDE OF PAVED AREAS AS 24"-^i INLET TOP AREAN ACCEPTABLE ALTERNATE.ALL GRATE MATERIALS SHALL MEET C.W.S. W SHOWN IN CONCRETE PAD DETAIL II STANDARDS AS',i SHOWN ON DETAIL N400 Q CONCRETE PAD OPPIMED CITY OF TIGARD NO NO SCALE LEN OF TIGARD VA NO SCALE CITY OF TIGARD •F�oWOD' NO SCALE OREGO:N THEODORE S.KYLE,P.E. THEODORE S.KYLE,P.E. THEODORE S.KYLE,P.E. DITCH INLET ~ ■ " - anE MOWER TYPICAL GATE DWG NO. ■ • M POKERerreee, TYPICAL BUTTERFLY DWG.ND Eir. E COY MAKER 2" & 1-1/2" DWG.NO. CITY I rN xpO , JANUARY 2011 VALVE 503 nem emus"`°"a' JANUARY2011 VALVE 504 PUBLIC N"°,n, JANUARY 201„ WATER SERVICE 521- C1eanWater\ Services J_ c0:lsat)sss4sn TIGARD cejs=7 �:Iws)sta6sn REVISED 10-31 F.A:Ism>se..,m, FAX:1",IMI.m, FAX:c",I6R.7", DRAWING NO, 390 D 11 A- II I. 11 • e IS III INN 7It41 ' 1bII� nil CD I N TRENCH WIDTH .ri [a SP .P � c ,:i O AS REQUIRED 01113111 ET_ .� o \ rn MIN PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP Cl) W r �� r- N.., . MI "I' '1 MODIFED CG-30 INLET SIDEWALK /�"CD z 3000 PSI . '. " •• M WE S m+S PER CWS STD DETAIL 403 \V , ao COMPRESSIVE STRENGTH +`- " A w CONC. THRUST BLOCK ' -�' N , . .. ; -- - -.,,.-- _II":-AER` �/ 1 a a ", AGAINST UNDISTURBED EARTH-BEARING AREA ` -s ON BOTH SIDES OF PIPE LATERAL PLUGGED CROSS TEE BEEHIVE E (CONCRETE DIMENTIONS TIE RODS WHEN Snn�Un�U�O�O�`���0�(j0 INLET ARE MINIMUMS - SECTION REQUIRED, AS PER 18" MAX REFER TO DRAWING NO. 56. MANUFACTURERS CONCRETE THRUST BLOCK SCHEDULE FOR BEARING DATA) 12" RECOMMENDATIONS (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) -- -- _ MIN FITTING 90T3GGE, TEE,CROSS EN' 22 BEND 11 BEND 0 oaO Q44pSs--, n a�cOV 4. U i�' -�'��"l� TAPPED 2" SIZE(INCHES) PLUGGED BEND O • ��'' .�'.^'.. PLUG. CAP O OC\(����C)nOnOOnc•On W : i.�i�JiJ`�I��G��i��I .:.... ' ., OR OTHER 4 01.9 01.3 -- -- - FITTINGS AS 6 04.0 02.1 01.3 -- >. O • '•.: REQUIRED 18" MIN 8 07.1 03.9 02.0 01.3 S [ . 12 16.0 08.8 04.5 02.3W •,�` 16 16.a 15s oa.o oa.o 2 6" C900 STORM W 24• 64.0 3a.s ia.i os.1 DRAINS IN PARALLEL 0 in Q I- oC' V) I- W 4. Lai ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN I- 3'0" _ ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO J Z • • •.""'•4.•••",••:••�-' / IN I�`I`� *.s. STESSES,COMPUTE BEARING AREAS FOR USE THE FOLLOWING DIFFERENT TEST PRESSURES AND SOIL BEARING ly Q U > RETAINER GLAND .�j:'j.,-,-,!; DITCH LINE C� 'AO�'*.. '' BEARING AREAS= (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)X(TABLE VALUE) _ 4'-0" MIN. MIN. MAX. NQ& H- > W 1.CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER PLAN 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 /�/� I I I /� C, V) I- 3.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. MODIFIED CC-3O CURB INLET SIDEWALK/SWALE SECTION RETAINER GLAND(S) 4.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. ., _ - ^ QUANTITY BASED ON PIPE SIZE 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON NTS F�1 THE PLANS: e.g.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. • STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. 6.IF NOT SHOWN ON PLANS,REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, El 1. END OF LINE BLOW OFFS ADJUST IF NECESSARY,TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING '' STRESS(ES)STATED IN THE SPECIAL PROVISIONS. 2. BLIND TEES 7.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 3. BLIND CROSSES BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF Er I_1 4. VERTICAL BENDS THRUST BLOCKS ARE IN SQUARE FEET. RECORD DRAWING NOTE MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION APPRCITY OF TIGARD NO SCALE CIT Y T'OF TIGARD ARMORED BY: NO SCALE FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE IMS S.W.HALL BLVD. THEODORE S.KYLE,P.E. THEODORE S.KYLE,P.E. ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT DRAWING NO: NRs �omN STRADDLE BLOCK DWG.No. ENGINEERING`oD STANDARD THRUST DWG.No. ■, . oRRRD FART O DORM ■ . oR�DRRARY _ ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD JANUARY 2011 561 S.W. N u, JANUARY 2011 BLOCK 560 DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN D 6 TIGARD "e OM 634171 TIGARD "501+�""" INCORPORATED INTO R AS A RESULT. THOSE USING THIS RECORD F.::floss 69.7291 ARMIN.L DATE FAX:MD 6.,n, APPROVAL DATE DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 27 0F 47 w 3/8'1.0.7/8"O.D.it,'kg; I O O O O `•"`°i 0n O °° 1e� S m a Hock Nylon tYasherNext To z ex oueaw^otTmms TM arvellow ime W C Go Sign Fate Only 3/8'Ny/on Washer Next To 3• I' I•-r 11. �z ���� Sign Face Only r 3. HS\ 't11\ IL- F/at 5ia,nl s8 me/W she kirk 3/8-Locknut 4_ 4- ']� �-0. r _-�i =ti 6'min 36• J p\t \p, gn. z L,-i 4'71/2' - Cut Bolt End Within CROSSWALK zo' �33�.. ° 2° I.U Z 3/16'O{Noy Deform 36 Direction of Traffic gl on<n[ation Y'li°'"LOoubl< z 9•II-- d TO Prevent Removal iorfeld larom 3/8'x3 S/8' ?his Side Faces Streeteform So That Tale orMntaOoo cow lie C�Sw �J 9. 2'O.D.Thin Wall Stain/ess Stee/Boh Pedestrians On Sidewalk Do Not 4"WHITE UNE 8'WHITE LINE 4"YELLOW LINE for°' '°m CHEVRON BARS TRANSVERSE MEDIAN BARS w 0 0 See Detail B' r Fidme. m'ure Th On The CLOSED1'WHITE BARS AT 20'SPACING 1'YELLOW BARS AT 20'SPACING 4 I/2-R." po Deformed SrEnd Of Bolt.) r�A (O.p083"a Thk., Aluminum Sign Face 38'/.D.7/8'O.D.1/i6'rnick . ® ® ® ® YD FlatSta/n/ess Steel washer SIGN DETAIL A Install Single- Sided r OR22-7 atl tl MT 4tl o A'dedSign S 3/8'x 13/16"Stain/ess 14"x J8" rg -`� �ge7 �B6 a`{ a (2 RegJ) j Steel Bolt((Ise With Same I'jl 2 P-30'� Itl -Ltl 'ta Washers As Detail Abov l Drill 3/8"Dia. I I y_ V.-= = 4.- � 4l/2"R.' I 'vat 3/8'X S' (Repeat On Other Side) a°'ehNColi^e: E-- - - 4-® �r� -1 z•- -lz•- S'R.- �� lrs(2-Read/ WhereN Needed. m `L �3/8'XS" c - Boas(z-Regal Galvanized Strap o \ ^- IIIaortea3 4"WHTE BROKEN LINE 4"YELLOW BROKEN LINE 4"WHITE DOTTED LINE 8"WHITE DOTTED LINE 4'YELLOW DOTTED UNE (Cut Strap To FD CO For law extensions b and bike lane extensions For lane extensions Cl CK 7 o V-Loc 5 ci Fast Mou^ti^g Socket' I II e (See Derail RL/ o Du ® I-�-{-�---yyy Nm O-{I-00'o--{}--a0 • Ang/e Leg Aluminum Sign Face E x' •I0'-I 1-3tl-1 0 s ��T Itl �3 I °-s®a� y FRONT 1'x 1'x 3/J6' SIDE 1-Iz'}-Izy- 1-Iz'l y E_® ®1 IV�I e•spauJ L-® -r R V.La Angle Leg It-I I- 4---.I _ I_ tl V-40� 4tl z CROSSWALK CLOSURE SUPPORT DETAIL SECTION A-A Socket •' - I- -I F- Thru Traffic smeE> o r � 3' 3' Increasing increasing N �N -- -;��'j 014x 3/4'SelfTappi^g Screw w I�rs in / \ Wedge 4"WHITE DOTTED LANE LINE 8"WHITE DOTTED LANE LINE NO-PASS RIGHT NO-PASS LEFT TWO-WAY LEFT TURN J y \ \. For lane lima in acceleration/deceleration lanes For lane lines in drop lanes 4"YELLOW LINES 4"YELLOW LINES 4"YELLOW LINES U 5 et z / 3/8'Stainless Steel Washer Z POST MOUNTING SOCKET ® ® Dlr«mn°rrram<� ce / 3 8"NC Stainless I.-t't u ce / \Steel Lock Nut ForAdditiona/Oefai/s See Standard Org.No.RD100 NaMMC�36e� ^y\\\\ s`�e� rlFar ver»bl<meaian d_ � 9•wniteeage lme� r9• Olel =zU 1 1 z�a M ' 1 NOTE toy ooMbl. , / onm traffic Slate�I i 7 /a-7' L 3fi• �I.+ Pipe Swaged To �� I arwlSieu°IavoT v".IFlow one �3er-d Z oz u 1 13 16'0..D.x S" �,\ Care Shall Be Taken That No Concrete Is Placed Within MountingSocket. a ale orlentatmn 20' age or wwmem Z / L Fur Centerline for Oeld laromLa- TRANSVERSE MEDIAN BARS _ I I I'YELLOW BARS AT 40'SPACING DOUBLE NO-PASS NARROW DOUBLE NO-PASS NARROW DOUBLE NO-LANE CHANGE TRANSVERSE SHOULDER BARS 02 3/8'Sta;nless Steel Washer r se to m<amnswnere TWO 4'YELLOW LINES TWO 4'YELLOW LINES TWO 4"WHITE LINES 1'WHITE BARS AT 20'SPACING \ aistana°ee"twe:�Pei"rn nmge ante zoo• a \ 3/8-x21/YNC Bolt/ s x 0 2 Crosswalk \ (Bolt Hole May Need To Be Feld u,c.POE Ho. No MM.REPORT DATE awm,e © -3's'y 11 �' uLc.seek No.__9la usruNE REPORT DATE_9La1ao3s "'2 Closure \ Drilled To A Vertical Orientation To NOTE: al mamma awdwmnmanahio,all ee in.aao,aanmwnh _ I slop rzy -y I I- 1I r- -I I'- I NOTE: a Z Support Accommodate Sig Mounting) mecnrrem Dre9onsuae. .:3'.iona ow.,—4, ;1E$ ^_ . . . . . P ra.m �a<y".iu.ew smlm i�.rw°ana wen 10a Taper \\\ 9 me selection and use of this C white Ike N'F',•R� o . . . . The selection and use of this _ _ i. OREGON STANDARD DRAWINGS I J— I OREGON STANDARD DRAWINGS _ _ Standard Drawing,while de- 1 z•Ow/ Standard Drawing,while de- Back Of Walk ` signed in accordance with signed/n accordance with DETAIL "B„ ` n generally accepted engineer- CROSSWALK CLOSURE DETAIL 36•`=\\\�.' generaltyacc accepted engineer- ing PAVEct MENT MARKING ilia principles responnd sibility practices, -I I— III4,0111 Ioe IffTram< Direction fTrarcn is hersa/e responsibility of inciples and PractiCes, STANDARD DETAIL BLOCKS N J is the sole responsibility of TO GENERAL NOTES: the user and should not be 2016 o DISABLED PARKING DETAII(white) YIELD UNE(white) BICYCLE YIELD LINE(white) the user and should not be 2018 PLAN VIEW used without consulting aDATE w Tar N e,w. 0.w5i0N oos,cn" LEGEND - used without consulting a DATE REwp0 0010 m0 Q 1.A1l Holes/n The Tube Support Frame To Be Predrilled Registered Professional En- /i ""s.re M,osu"ma..m-'°1re,e.ea Registered Professional En- - By The Manufacturer.(1/32"La get Man Mounting Bolt) gineer. <=or=TolnT a ee,Increasing Stationing K_Is i dimensions are shown on the 9ipePr, 2.Pipe Swaged 8y The Manufacturer. ono nq plans W 0101 fIle.TM200s-500s.dgn::De1oult T/10/2019 3:21:16 PM 11wlr2om Effective Date:December 1,2019-May 31,2020 TM240 Effective Date:December 01,2019-May 31,2020 TM500 0 CI Z_ Z CD I_�,C. IeI rat toiv nz�zo• \/ T 1-2' I1 fi'� 2'-i lT-{I- -'I 1-- f'"I -I I- �7 t� --lao• rFave�l:ur(ec50 er 1 Iioinr:wwneeci"�Nacks> y CDC----'. �ExM 1 `EP 9C232' 2' -y 'mof I �r 6'wnite line Sell 16. 9 M1' L9fifi BINE IANE ; 1 0111111 .__ T�1I 1■�wI II fi- `v' ° SwAp EO USE i `/ 0' BI' M1ite `//�I � IL ■�N ! N1fi �yls I1 , ^ 12' `II II� I ( 5 Vavemen[ IS 8'wM[e nallne -25' 25' ar- 35' 25' �/ ` _ re `I' IE% N Sgnwlo t M Swr -r- I rewHhinEp 3-'p TMesds s`0�-� -111— IurnaM 50- e r.. 41 4 hi.peeteaor _ w o .o nia.ment fiBwnue ime N a reg'a3 i 1 Ea m° STANDARD CROSSWALK STAGGERED CONTINENTAL CROSSWALK STOP BAR STOP BAR-LARGE RAMP METER STOP BAR DALl Q RAILROAD CROSSING(white) NARROW RAILROAD CROSSING(white)oTN BICYCLE RAILROAD CROSSING(white) HIGH-OCCUPANCY VEHICLE W^\ install per 00DT Rail crossing Order or as shown. install per 000T Ran Crossing order or as shown.) Install per oo,T Ran Crossing order or as shown.) wit�6•ywas CATTLE GUARD(white) w TWO 1'WHRE BARS ?'WHITE BARS 1'WHITE BAR ?'WHITE BAR 1'&8"WHITE BARS P m lettep rdon.tails,'moment version or Standard Highway Signs For lemr prowrdon aeuils,see current veYon or Standard HMIs.Signs For lettermoor.derails,see cumin version or Standard Helmy Signs DIAMOND DETAIL(white) For banner am fence details,see SO owg 0110 Install per Standard Drawing TM530 Install per Standard Drm.g TM530 Install per Standard Drawing TM530 Instal per Standard Drawing TM530 For multi-lanes p etc appca0ons N W CD P�6' Tt— T- 1 � -� 3.5•/�M 3' I3' 94=vw fi-�I f 2. S.9•�1�w 6' 3' "`/a Z Q L I r 1.±.1' T- 1 _ +v/ �'I 1 1/ r ti/ 3 a• '4>s-1 I 3'9' V B 6 11'9' -I 6' fi' 6' 6' 6' 6' 6' �3 6 O' .fci STRAIGHT ARROW(white/ LEFT TURN ARROW(white) RIGHT TURN ARROW(white) LEFT TURN STRAIGHT ARROW(white) RIGHT TURN STRAIGHT ARROW(white) c BIKE RIGHT TURN STENCIL(white) BIKE LANE STANDARD STENCIL(white) BIKE LEFT TURN STENCIL(white) SHARED LANE MARKING(white) BIKE STENCIL(white) r a_ Center marking within lane width Center marking MO.Mae whin Center marking within lane width Center marking wNM1in lane width or as shown Used 6wimeneaion BHycl<Box applications. For arrow ropom°n details,sat cummvers n of Standard H'ghxay Signs F WOW prowm°n details,see currentve Win of standard MOWS,signs For arrow proportgndetells,see current version of standard Highway Signs Fop proportkn decals,see current version of Standard Highway Signs For arrow proportion decals,see comet version of Standard Highway Signs proportion Mulls.me current versM of...Highay Sims r proportion details.see memos.of Surd...0m Sgns For proportion etails see.rem sees.a Standard 0wwwsgnv roLP040,..0.s,see 0,00..00n 0,..0,80,,ay Signs See Section 919 airaihc We Manual �6�� r- wel.fnll . CD o For eRN Inn octane d m°,wre:�°au°:e��::°`� 0 O" E fi� 6. 61- E T � %� BUS NLY L 1_ 31a• 1 12'� L L I-' _CO 12. j P PT ....1- (1)43>fj 6 2 GREEN SUPPLEMENTAL BICYCLE LANE GREEN SUPPLEMENTAL BICYCLE LANE g00(white) ONLY(white) > Q RIGHT TURN LEFT TURN A ROW(white) RIGHT TURN STRAIGHT LEFT TURN ARROW(white) ELONGATED STRAIGHT ARROW(white) ELONGATED LEFT TURN ARROW(white) ELONGATED RIGHT TURN ARROW(white) BICYCLE DETECTOR MARKINGG(white) Center marking within min wrath center marking within lam width For arrow proportion Mulls.sat crremwnion a standard Highway signs For arrow prowmon details,see current vers.of Standard mammy.,For arrow proportion details,see cummvers.of Standard Highway Signs For arrow proportion details.see current version ofMmes.MIAs.Si MS F°r arrow prop°nion details.see current version of Standard HighaySgns For pM.mmIwlM Mthloops,sN semen alb dTramc�neMmwl SOLID LINE green) POTTED LINE EXTENSION(areen) For Secret proponlon.ales,see cumin Wire.of Standard Highway sans Penmen prom...away.see cune„tversion of standard HghwayaNns o I�89—I ® o w 7B'9•7 o o ® -I ® Y w o 6r �S I fir Itl 116 fiT- 6T- �89� 16' �Ir��� �13•~� F--S�III()OI � ' IliJ�,1_IN V N Z J 121. 19' 12 1 1-8'9 1 �� nest �l �I -' ' 2 ~ ~ W [____—____I 19. - 1� -l9'6-- si. -- = M \-a.WMte1 DM Marking J LaJ ELONGATED LEFT TURN STRAIGHT ARROW ELONGATED RIGHT TURN STRAIGHT ARROW ELONGATED RIGHT TURN LEFT TURN ELONGATED RIGHT TURN STRAIGHT LEFT TURN SCHOOL(white) SCHOOL-LARGE(white) CROSSING-LARGE(white) X-ING(white) 1y J LaJ White White ARRUW(white) ARROW(white) Center markmgwlthin tanewam Center marxing xHmm wiem Drtwo Mlles Center marxing wrcnm wlmh of two tams Center marking wrtnln lane wiem U For arrow proportion details,sat current version of Standard Hghaay signs For arrow proportion anal:,see current version of standard Highway signs For arrow proportion decals,see current mu.of standard Highway Signs For arrow proportion decals,see current version of Standard Highway Signs ON-STREET PARKING DETAIL(white) vw NnLL,,, nLen'ers,seecummvenlwolwnaard Hi,,,,,ga,Forlanr,'",°natails.snwmry ,,olsnnaamxyn.,ysign,Fo,una proponlmanalls,sec o,mnr venlon of Windom www Mom roamer inivelwaetaiN.see<umnt.e cows nmmawaay sons Q Q i' CD rue e000k No _NIP uv0Ne REPORT DATE_9L01/2015 uLc.eo0N x0.__lalaA BROWNE REPORT DATE_9L01/3015 _ 0 2 �9• NOT: al mareru and xorkan= anallee lnaccordaan"rife NOTE: almazena anawnumamnlpsn ll trl.7.“'"*"" RA 4d Iuedfor'ig(on sM1 nrsl� General Note: rem orepan uaneara SpenHrzrlona. rh rurrentOrcgon sundW sonmuams. W gni)acre e a. e L The selection and use of this lie" ...I Note: The selection and use of this c IF ,I,lmi,orna:, 1.Center pavement markings within the lane width. OREGON STANDARD DRAWINGS Lotto.,letter,ana bike symbol dimensions minim/. OREGON STANDARD DRAWINGS L T signed Drawing,while de- Standard Drawing,while de- �..� Image. J z.arrow and letter mmenaons nominal,excluding xwa. signed in accedence with signed in accordance with _ s generally accepted engineer- PAVEMENT MARKING generalryacc©red engineer- PAVEMENT MARKING i LANE Imo$,°emen[ 29 Mg principles and practices, STANDARD DETAIL BLOCKS _ A p 2 ARE REDUCTIONite) _I z is the sole responsibility of 3 isgpd^c/pies a^dpractices, STANDARD DETAIL BLOCKS arrow proportion details,see current�l o• WRONG-WAY ARROW(white) the userandshou/d not be 2018 is sole responsibility of FFP��� the withoutona should not be 2018 II o version orstaneard Highway Signs eA1 LEGEND Registered v efe Professional DATE R.p.OESEaImmN used without consulting a DATE as...sre,Fnma used consulting Registered Professional En- En- gineer. / Direction of Travel gineer. - Effective Date:December 01,2019-May 31,2020 TM501 RECORD DRAWING Effective Date:December 01,2019-May 31,2020 TM503 DADA w THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WALLIS ENGINEERING IS RELYING UPON THE DRAWING NO: ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBIUTY FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN D 7 INCORPORATED INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 28 OF 47 GENERAL NOTES 1. SURVEY INFORMATION: • t ` THE ELEVATION DATUM FOR THIS SURVEY IS NGVD29(47) • �'1���t ELEVATION+153.44' t.'P ger N:648618.54 .4�,�� ; •o �v E:7621675.04 t'aa' "i ' k in r THE BASIS OF BEARINGS WAS ESTABLISHED BY HOLDING CES NW CONTROL POINTS 10 AND 13 AS N 03°22'09" E. W \N ���-+� ` ' PLANTING L2. 1 �� �:v,•'a�x� 1- �� ��� ` �� �, ��„�<� P* " ••� / HORIZONTAL DATUM: LOCAL CES NW CONTROL a a o \..-q.„•3 h•Ir 0••••! ,, ...litiV :,,, ,, 47.1,:r 3..., 44' �►� i !' 2. ALL WORK PERFORMED IN CONNECTION WITH THE CONTRACT DOCUMENTS, INCLUDING MATERIALS FURNISHED, �- _:%� �� �� ' W WORKMANSHIP, AND MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE LATEST STANDARDS, � �,_duo_ i= / ���,� PRACTICES AND REQUIREMENTS OF THE APPLICABLE FEDERAL, STATE AND LOCAL AUTHORITIES. co `'" EXTENT OF ` �o � _ f��,� i 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS, DEPTHS AND M M LANDSCAPE WORK 1' I \) a ELEVATIONS PRIOR TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH ALL ' - 2 v#114•ArcentiP, 'o sa��� •+ ', ^; / �� �' �' CONSTRUCTION ACTIVITIES. THE LOCATIONS AND IDENTIFICATION OF UTILITIES WITHIN THIS DOCUMENT IS FOR .; ! , INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. ANY DISCREPANCIES BETWEEN SURVEY ,,, 200 5 ' '-4-----jv -; INFORMATION AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S o_ /� � �� 198� REPRESENTATIVE IMMEDIATELY. N 2 Li; �' ds%j4 'j' 4-. 196 a W IX yN L k ' 944. IT SHALL BE UNDERSTOOD THAT THE IMPROVEMENTS SHOWN IN THE DRAWINGS AND SPECIFICATIONS ARE zMEANT TO COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. DESIGN CHANGES, CONFLICTS, OR ISSUES `` = a if WTHAT ARISE THAT WOULD CONTRADICT RELEVANT CODES AND ORDINANCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. z a 40? '� �• a' CONTRACTOR TO COMPLY WITH OREGON LAW REQUIRING ADHERENCE TO THE RULES ADOPTED BY THE o o uj z 'G REGON UTILITY NOTIFICATION CENTER. THE CONTRACTOR MUST NOTIFY THE OREGON UTILITY NOTIFICATION z ,L :/ �'" r` CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN -'�� .� EXCAVATION. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090 AND ORS 757.541 '43 f�••• TO 757.57. PHONE CONTACT FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503-232-1987. /S\ 6. CONTRACTOR TO REPAIR AT OWN EXPENSE FOR ANY DAMAGE DONE TO UTILITY SYSTEMS, SURFACE PAVEMENTS, SITE FEATURES, AND STRUCTURES, WHETHER INSIDE OR OUTSIDE OF THE PROJECT LIMITS, THAT W ARE NOT DIRECTLY INDICATED TO BE REMOVED OR RELOCATED AS PART OF THE PROJECT CONSTRUCTION. / V* \)C) 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES SHOWN IN THE DRAWINGS OR SPECIFICATIONS. LLI ANY QUANTITIES PROVIDED ARE FOR CONVENIENCE ONLY. OWNER'S REPRESENTATIVE TO BE NOTIFIED Q IMMEDIATELY OF ANY DISCREPANCIES. CD U) 8. UPON PROJECT COMPLETION, THE PROJECT AREA AND ADJACENT SPACES SHALL BE FREE AND CLEAR OF ALL GIII/S CONSTRUCTION MATERIALS, WASTE AND DEBRIS. CONTRACTOR TO REMOVE AND PROPERLY DISPOSE OF ALL z CI MATERIALS AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS AND MUST MEET ALL APPLICABLE REGULATIONS OVERSEEING WASTE DISPOSAL. 4c) liS"\1111:lie LANDSCAPE INDEX OF SHEETS L0.0 - LANDSCAPE KEY 0) L1.0 - IRRIGATION PLAN 0 N L2.0 - PLANTING PLAN '�OCIIIIIIIIC<P a cNI L2.1 - PLANTING PLAN o L3.0 - IRRIGATION DETAILS (i) (1) L3.1 - IRRIGATION DETAILS ■ L4.0 - PLANTING DETAILS 116, Z Q 96, W C U 009 IRRIGATION L1 .0 n\ W � PLANTING L2.0 * a Is, 4( P1 1 1"a J U \oO\ , ® WV&Ar014 -=--- 'C,n/>>. „ _, H- I_ ' ,_____ _w__ _ 0 1 ,,,____,______7_„.-___ __ _ __ x J Hoc, ilicilli w p in EXTENT OF Q1- w � LANDSCAPE WORK ( N I- w w w 0aUo _ ix U (n 1 ■■Mr. 1-1 C.7 DRAWING NO: ® 71.= NORTH 0 40 80 160 LO . 0 29 of 47 IRRIGATION NOTES 1. CALL UTILITIES TO LOCATE EXISTING SERVICES PRIOR TO EXCAVATION. 2. SYSTEM OPERATION AND DESIGN IS BASED ON 50 POUNDS OF PRESSURE AND 11 GALLONS AT THE SHUTOFF VALVE. THE CONTRACTOR SHALL VERIFY THE DESIGN PRESSURE AND VOLUME BEFORE INSTALLATION AND NOTIFY OWNER'S REPRESENTATIVE IF THERE IS A DISCREPANCY. 3. CONTRACTOR SHALL REFERENCE PLANTING PLAN(S) PRIOR TO INSTALLATION OF VALVES. LOCATE VALVES IN PLANTING BEDS WHEREVER POSSIBLE. ADJUST VALVE LOCATIONS TO ELIMINATE CONFLICT a 0 WITH PROPOSED PLANTINGS AND PLANTING PATTERNS. 4. VALVE LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S m REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. 5. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AND SEEDED AREAS ON SITE BEFORE STARTING WORK AND IMMEDIATELY NOTIFY OWNER OF ANY DEVIATIONS FROM PLAN. i 1 g La z 6. NEW TREE LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S o _1 REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. W H H CZ 7. THE CONTRACTOR SHALL INSTALL THE IRRIGATION CONTROLLER AT THE LOCATION SHOWN ON THE a;U_ c z J � DRAWINGS, ON THE SPECIFIED PEDESTAL PER THE MANUFACTURER'S RECOMMENDATIONS. THE Z `` = c CONTRACTOR SHALL VERIFY THE LOCATION WITH THE OWNER PRIOR TO INSTALLATION. THE Z a z 0 CONTRACTOR SHALL EXTEND CONTROL WIRE CONDUIT FROM CONTROLLER AND DAYLIGHT SIX INCHES o z z a INTO PLANTING BED FOR INSTALLATION OF AUTOMATIC VALVE WIRES. SEE IL-02 FOR POWER o z C CONTROLLER SOURCE. o o z z 8. ALL BACKFLOW PREVENTION DEVICES SHALL BE LOCATED A MINIMUM OF 5'-0"AWAY FROM CURBS OR EN PAVING WHEREVER POSSIBLE. i� C,C° 9. MAIN AND LATERAL LINES MAY BE SHOWN DIAGRAMMATICALLY FOR CLARITY. MAIN AND LATERAL LINES SHOWN IN PAVED AREAS SHALL BE PLACED IN ADJACENT PLANTING BEDS UNLESS SPECIFICALLY z SHOWN AS PASSING UNDER PAVING IN SLEEVING (SEE LEGEND FOR SLEEVE SYMBOL). THE . /z/ / -4.4r-, -- 1 11 \ tj \,v I / CONTRACTOR MUST OBTAIN THE OWNER'S REPRESENTATIVE APPROVAL BEFORE MAKING CHANGES IN �� . ROUTING OF PIPE OR LOCATION OF VALVES. ./ ,z �' / %`, 1` /i14/ 6� _ � f 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING AN APPROPRIATE POWER Z�;' / ,��" SUPPLY TO THE IRRIGATION CONTROLLER LOCATION. / i / °<' / Q 4Por '- , , CD eAN / // A/ IRRIGATION LEGEND cL 114°. 3" SL. 1P4 7 I ! �% + , i IRRIGATION HEADS • L3.1 alk NO VAULTS, BOXES, VALVES OR 3" SL. O �\ �� POINT OF CONNECTION CONTROLLERS SHALL BE INSTALLED "\ill , , f '" SYMBOL DESCRIPTION MANUFACTURER MODEL ARC PSI GPM RADIUS N\\ \\ � L3.0 / �j WITHIN STORMWATER FACILITIES / \ �� �/ k ROTARYSPRAY HUNTER MPCORNER ADJ 40 VAR 13'0\ LATERAL LINE SHOWN %  o N�� DIAGRAMATICALLY. LOCATE PARALLEL ;: �w / ROTARY SPRAY HUNTER MP STRIP LCS 40 0.22 5'x15' Q� co ���� \,,, - - TO PAVING IN PLANTING AREA- TYPICAL. O © .� o //.., •� a ® ■ c � � _ / \ f x x, x` ,„" x_ „` �l _ ` x - „<ofsh © C)CLar J / ROTARY SPRAY HUNTER MP STRIP RCS 40 0.22 5'x15' I . j \\ \ \ 1" lirdliMMOIS 1" i_N o i CO E I 09 �- _ � -��_��� = �� ® i) �_� y (41Ia _ �� 1 ® ROTARY SPRAY HUNTER MP STRIP SST 40 0.44 5 x30Poc 1, I 1 11Z rvN ' _ 1111 1 <eirki/L. i�/ / ROTARY SPRAY HUNTER MP1000 90-210 40 VAR 14' a\` `gi \\,\\: . ' 11/2" 4 \�� 11111• © © ,/ NOTE: ALL SPRAY BODIES SHALL BE HUNTER PROS-06-PRS40-CV MAIN LINE SHOWN DIAGRAMATICALLY. `\` `�� 1° 1 I 1 1 LOCATE PARALLEL TO PAVING IN © © = 11 1 © IRRIGATION EQUIPMENT (JLl *.i. A :•,- -PLANTING AREA- TYPICAL. 9.94 6.40 11111 © O 0 U moo\ W rm. i " " � , � ` � — - - -� - - - '--�—_— O © © - - - - - - - / SYMBOL DESCRIPTION W I x x x, - - I x _ ___ # --� �� X x, x — .x i x - - -x4,,, iN - - - - - - i______________________7__ O J O 3" SL. C IRRIGATION CONTROLLER CC Cb 0 x 1\IIIIIII lil REMOTE CONTROL VALVE 3 W N x 0 QUICK COUPLER VALVE (' 1 W x x x I- Z w ►�V GATE VALVE -IZ L.L —I 1-1-1 W > + MANUAL DRAIN VALVE U � - > > _ > > > > > > > 0 < 2 POC WATER METER/ POINT OF CONNECTION SEE CIVIL DRAWINGS 0_ C.) Fri l= H IRRIGATION LATERAL LINE C.) N ' C IRRIGATION MAINLINE . . ■■ IRRIGATION SLEEVE � CONTROL VALVE TARGET Err 1--i ' H STATION NUMBER AREA DESIGNATION: L = LAWN S = SHRUB D = DRIP DRAWING NO: ® 7== o�" rX X X FLOW IN GPM VALVE SIZE L 1 . 0 NORTH 0 5 20 40 30 of 47 W H C © TYP. } m -.W \Y ./3001 -/0c) / Oar' iv• o Lii Q "0" 0 CeLij5 2 st 'II = %►� U JC0 T*fin- 1� / Z L=iaZ_ 2 CI 0 / A / Z - C.) 0 TYP. Atif , 7 z /^ o 5 z a mo H / Z oZ r is F, r\f-%Th} '/ _N&W V A 1 ►min © ''oo°moo' O JOCt i�e 00000000000...00.........�s �,�a �� OO�1f000�)OOOOa dojoi ' 0 0C. ..:::::::: _1Ai llI I— -— 6 0 S P 1 , s , .., \ Af/\\- „,/, 4„,„. .. cii: - NN..i X\ / \ 9.1 t\--/-Aci :./ LAge I t‘ 1 / 1:1_ T #iI - -'\ = w— / / 1 W \ — 12 W• 4-- Of;___41! �— — — — — — �•o OTYP. / 1- - 1 - 1 . 0 -rR - - - - - - - — — - - - - - - - - - - - _ _ .°°°°°.Owe. .Goi , , leo . / i i Ata, i A,. x - -°°°. t`� '\,' / 1/'�1 Or VJ N ~ (NI'<iN4CP (i) VJ^, 0 O •r 1 /). <(1() CD z Q PLANTING LEGEND4/C) (1 ,1 PLANTING NOTES W C W a) ce SEE SHEET XX FOR PROJECT LEGEND 1. CONTRACTOR SHALL PROVIDE PLANTING SOIL, SOIL AMENDMENTS, AND MULCH TO a THE COMPOSITION AND DEPTHS IN ACCORDANCE WITH THE DETAILS AND TREES PLANTS/GROU VERS 1 2 3 SPECIFICATIONS OF THE CONTRACT DOCUMENTS. L4.0 L4.0 L4.0 i 2 ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS AND THE SPECIFICATIONS PROVIDED AS PART OF THE CONTRACT DOCUMENTS. I- 4 ACER TRUNCATUM X ACER PLATANIODES c \ 3 'ND 'NGUSTIFOLIA1-1-12 EN .H LAVENDER 2 GALLON AS SHOWN 3. QUANTITIES ARE LISTED FOR THE CONTRACTOR S CONVENIENCE ONLY. ALL W2" Cal WARREN PACIFIC SUNSET MAPLE .0 ; ; COUNTS MUST BE VERIFIED BY THE CONTRACTOR. IN THE CASE OF A DISCREPANCY > 0 _ • MA ' IA NERVOSA BETWEEN THE LEGEND AND THE PLAN, PLANTS INDICATED ON THE PLAN SHALL — CYW2 NYSSA SYLVATICA \ .1 . ,, 'RF OREGON GRAPE; 2 GALLON; AS SHOWN SUPERCEDE QUANTITIES LISTED IN THE LEGEND. CC CL 0 0 2" Cal'TUPELO L4.0 ANDINA DOMESTICA'MOON BAY' 'r ' Gal HEAVENLY BAMBOO; 2 GALLON; AS SHOWN 4. UTILITY LOCATIONS SHOWN ON PLANS MAY DIFFER FROM FIELD CONDITIONS. Q W IY i / CONTRACTOR TO FIELD VERIFY ALL UTILITIES BEFORE INSTALLATION. CONFLICTS 1-1-1Z STORMWATER PLANTS/GROUNDCOVERS 2 / 6 O 12 VIBURNUM DAVIDII BETWEEN ANY EXISTING AND PROPOSED UTILITIES ARE TO BE BROUGHT TO THE N I— W L4.0 , L4.0 2 Gal 'DAVID VIBURNUM; 2 GALLON; AS SHOWNZ ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. J 1-1-1` 255 FESTUCA GLAUCA'ELIJAH BLUE' Li_ J C.) W Ox 7 CORNUS SERICEA'ARCTIC FIRE' . ... ... ... 1 Gal BLUE FESCUE; 1 GALLON; 12" O.C. 5. ALL PLANTS REPRESENTED WITH A HATCH SHALL BE LAID OUT WITH A MINIMUM OF 0 0 2 Gal ARCTIC FIRE DOGWOOD; 2 GALLON; AS SHOWN 293 IRIS TENAX TWO ROWS OF PLANTING. U 2 °°°°°°°°°°°°° °°°°°°°°°°°°° °°°°°°°°°°°°° 12 °°°°°°°°°°°°° 1 Gal OREGON IRIS; 1 GALLON; 12" O.C. I— ? W CL 0 SPIRAEA X BUMALDA °°°°°°°°°°°°° 2 Gal BUMALD SPIREA; 2 GALLON; AS SHOWN ���•�������74i4 255 LIRIOPE MUSCARI C.) ( ) I - ................ ................. O 41 SPIRAEA BETULIFOLIA �e�e�e�____ewe• 1 Gal LILY TURF; 1 GALLON; 12" O.C. _m 2 Gal BIRCH LEAF SPIREA; 2 GALLON; AS SHOWN j//// 77 CAREX MORROWII 'ICE DANCE' v/ v/ v/ v/ v/ KEY NOTES ■■ 1 Gal ICE DANCE SEDGE; 1 GALLON; 12" O.C. \,\,\,\,\,\\ (BARK MULCH 212 CAREX TESTACEA \ SEED 0 SEED ALL AREAS OF DISTURBANCE ASSOCIATED WITH UTILITY IMPROVEMENT MEW 1-1 Gal ORANGE NEW ZEALAND SEDGE; 1 GALLON; 12" O.C. 1TEMPORARY AND CONSTRUCTION ACTIVITY --_ 357 JUNCUS PATENS 'ELK BLUE' 1 Gal ELK BLUE CALIFORNIA GREY RUSH; 1 GALLON; 12" O.C. © PROVIDE 3" BARK MULCH IN AREAS OF DISTURBANCE TO MATCH EXISTING BARK MULCH. DRAWING N0: © PATCH AND REPAIR ALL AREAS OF DISTURBED LAWN. MAINTAIN FULL IRRIGATION COVERAGE. NORTH 0 10 20 40 L2 . 0 0 PROVIDE 2" ROCK MULCH AT AREA OF INUNDATION 31 OF 47 WATER METER- COORDINATE LOCATION NOTE: INSTALL BACKFLOW PREVENTOR PER TOP OF BOX FLUSH IN LAWN NOTES: WITH OWNER'S REPRESENTATIVE CODE AND REQUIREMENTS OF PREVAILING GATE VALVE (LINE SIZE) EACH 1. CONCRETE BASE TO EXTEND LINE SIZED GATE VALVE - TYPICAL SYMBOL JURISDICTIONS. SIDE 12" BEYOND CONTROLLER IJE1J\)IIII I III\II VALVE BOX WITH LOCKING BASE IN ALL DIRECTIONS. PRESSURE REGULATING DEVICE -1 I %A z♦ �/► O� O0 COVER. TOP OF BOX 1/2" ABOVE 2. ALL WIRES TO BE INSTALLED IJ SEE SPECIFICATIONS = % z „ O� O MULCH IN PLANTING BEDS PER LOCAL CODE. CONTROLLER WITH LOCKING ACCESS DOOR N 3 RELLOW COMMENDATION ON FOR MANUFACTURER'S PEDESTAL MOUNT BACKFLOW PREVENTION DEVICE WATTS 007, - I SPECIFIED BACKFLOW FEBCO 850 SERIES, OR APPROVED EQUAL "'-'-� • i - - . 7— A PREVENTION ASSEMBLY MOUNTING INSTRUCTIONS. // CONCRETE BASE ON COMPACTED SUBGRADE. a SPECIFIED MAINLINE TO ZONES c =1_1111 =-111_111 A ; �` ■- IN ,1� «, I' FINISHED GRADE _ III I v II:; III Ali I41, _ I �_ ram ..- I UNION EACH SIDE 12" 12" } FROM I - � a J � ° � I _ - - BOX EXTENSION = m SOURCE MAINLINE TO SYSTEM � A ♦o "° � "� � ,� � � � �� ZINC PLATED STEEL BASE WITH STAINLESS M P ■ * O - - +i _ I ° w = SUPPORT BLOCKS j= � a 0_ ° ° -I BRICK OR CONCRETE BLOCK z_ ° a MOUNTING STUDS SET IN CONCRETE BASE - ° - w t•W 0 �•7 a I. III 1.1 = PER MANUFACTURER'S INSTRUCTIONS. e ° .� .� .� .� .� .��,, _1 8 MIN. 3/4" ROUND WASHED u - 3 DIA. SWEEP ELL P.V.C. CONDUIT FOR i E ICI I�� V.V.__tt I�� I�� l�� l�- — I I- - 5' W o - p �: ��� ROCK COMMON AND CONTROL WIRE TO BEYOND z • a "' > �L� a -1 I I III I I III III —I o FLOW _ �- - I �- CONCRETE THRUST BLOCK -� EDGE OF CONCRETE BASE.-III ' - 1" DIA. P.V.C. CONDUIT FOR 110 VOLT v, QUICK COUPLER IN VALVE BOX IRRIGATION SUPPLY FROM ELECTRICAL SERVICE STUB BY ELECTRICAL 2 J J MANUAL DRAIN VALVE METER v = a z CONTRACTOR. z li z a � U ED POINT OF CONNECTION DIAGRAM BACKFLOW PREVENTION ASSEMBLY CONTROLLER - PEDESTAL MOUNT 0 z o za PLAN NOT TO SCALE SECTION o 16„ ECTION NOT TO SCALE o o z C d z 0 NOTE: NOTE: 0 FINISH GRADE - TOP OF MULCH 1. CONTRACTOR SHALL REPAIR TRENCH 1. EXTEND IRRIGATION SLEEVES 24" BEYOND BLACK 4" SNUG CAPS LOCKING MARKER, SETTLEMENT AND RESTORE FINISH ,� _ v �rummy\ uuiu vinnii CAP TO READ " DRAIN VALVE ". GRADES PRIOR TO SEEDING OR EACH SIDE OF PAVING. _ - 3 MIN. FROM EDGE OF TRENCH, PAVING OR - I I= FINISH GRADE - TURF / LAWN PLANTING AREAS. FOOTING = W 00 PAVING z -_ m -I I 4" DIA. SCHED. 40 P.V.C. SLEEVE LENGTH ROOFING NeIL TO '+, SLEEVE AS REQUIRED Z I-I I 0 i i FINISH GRADE ♦ `Mill 111 1111 r H11111111114 - - -III SPECIFIED DRAIN VALVE (3/4") I— ii . „_ 1 1 1-1 1 _1 1 1_ Q c) ffi 11=11 CD '' ' ' ' '' �"- y P A i l -- - 1 SE I �i - IRRIGATION LATERAL OR MAIN LINE -� 1 - VAjVACC _riii\• N sc.q _ w z �jV�jV�j\ I=III1. `t - BRICK OR CONCRETE BLOCK z -� �_ /�A/ 1 I SPECIFIED PIPE BACKFILL `�> II1=_H 17 _ 2A�A/�A�/ P' IFIED B KCO - � � *� oO ♦ - - • // - LATERAL LINE = /�/4- 4q, 1 11 .,�!�t�!�t ' ♦ A \/j - i = 0- SPECIFIE _ I*t��� _ _ Ntifri P.V.C. ELBOW♦ -_ �/\� - MAINLINE i - � ozI \ % - �� � 1 aN �// 1 I 4�AM S' CIFIED P BEDDING ! • � `.," 1-11 r I I COMMON AND CONTROL WIRE -I _ `�� 1, :; e• 2 CU. FT. SPECIFIED PEA GRAVEL c I I I �- (BUNDLE AT 10' INTERVALS) 0 <( -• t . !*�!,T. I II Cl) � 12" MIN. c i _ •0) z Q CUC W 0 TRENCHING IN PLANTING AREA IRR O L DER PAVEMENT MANUAL DRAIN VALVE ASSEMBLY CD a CIO SECTION NOT TO SCALE SEC NOT TO SCALE SECTION NOT TO SCALE <( TOP OF BARK IN PLANTING BEDS NOTES: LINE SIZED GATE VALVE ~ 1. LOCATION OF QUI • OUP IN U N QUICK COUPLER ASSEMBLY. W FINISH GRADE IN LAWN /SEEDED AREAS VALVE BOX IS CA/ 1R INSTALL PER DETAIL TOP OF MULCH W CLARIFICATION INLY. I TALL > 0 \ " `'. 'IN-H1111\111III11111�1IMI OFF-SET F'. STANDARD VALVE BOX WITH BLACK 4" SNUG CAP. MARK LOCATION ACCURATELY ON - + • f;--,� , 1 1 I- 10' ROUND VALVE BOX 2. EXACT ► ' QUIREMENTS, GREEN CV LOCKING LID RECORD DRAWINGS. 0 W 0 0_ - _ COMPO SAND 30 INCH LENGTH - COILED WIRE W \-III, ; I SPECIFIED QUICK COUPLER VALVE. MOUNT = FINISH GRADE - TOP OF TURF/ LAWN fY V) - III _ I i I ABOVE BASE OF VALVE BOX, AS NECESSARY TO SHOWN.SEQUENC Y DIFFER FROM THAT SPECIFIED WATERPROOF (a fY I- ') ~ W Z A I ACCEPT SPECIFIED KEYWIRE CONNECTION ivinnini un vinnvinnu N 1=1 1 ru I \111V1 _ TOP OF BOX FLUSH IN LAWN / 1/2 _GEOTEXTILE FILTER FABRIC ,, Ji I� STANDARD BRICK BLOCKING ABOVE MULCH IN PLANTING BEDS11 Cs I -Ili1 6" DEPTH PEA GRAVEL ♦ z♦ �" _ / _ � VALVE I.D. TAG v = I ' 4" DIA. P.V.C. SCHEDULE 40 SLEEVE - LENGTH AS REQUIRED O Q1 SCHEDULE 80 P.V.C. NIPPLE, 3/4"X8" MIN. I i ; 1 UJ N 1I Ii — HED LE ELL - -I I 1 - SCHEDULE 40 P.V.C.0 STREETz II 11, _- I I- SPECIFIED CONTROL VALVE w - _ I ~ �j W 7' i SCHEDULE 40 P.V.C. T X T 90 DEG. EL ♦ M_�In�;���;�om�-I� iiI[! IIL!N �: _ - U O I-_ P.V.C. IRRIGATION LATERAL LINE SPECIFIED GATE VALVE - LINE SIZED SCHEDULE 80 P.V.C. NIPPLE, 3/4"X8" MIN. �r ( - � = l 114r A I I , ._�. ��„ �. �_ UNION - EACH SIDE OF VALVE I w 0 MAINLINE - ►�..I.�'�'Y,zr' n>"11zrOrtelril - ♦ _ Q . iab 8- • �• eat GEO-TEXTILE FILTER FABRIC _ +� : +�Ilk ��+� : +� : +� g MAINLINE _� I- �i''„,�":lpfm w ��� .� 4 X8 X16 CONC. BLOCK _ a -_ _ BRICK OR CONCRETE BLOCK �� 1 1 1 I 1 SCHEDULE 40 ELBOW OR TEE ♦ * ffi=ifi=V-1 III � �� 1 (4) REQUIRED TYPICAL I I=I SCHEDULE 40 P.V.C. STREET ELL . „ „1" X 24" LONG SCHEDULE 80 NIPPLE STAKE. I I '!'' I� -1 I 6 MIN. 3/4 WASHED ROUND ROCK 1-1 FASTEN WITH (2) STAINLESS STEEL CLAMPS — P.V.C. MAINLINE Mgr: �--+ QUICK COUPLER VALVE ASSEMBLY0 (-8) AUTOMATIC CONTROL VALVE ASSEMBLY GATE VALVE ASSEMBLY DRAWING No: SECTION NOT TO SCALE SECTION NOT TO SCALE �.J SECTION NOT TO SCALE L3 . 0 33 of 47 NOTE: SPRAY HEAD SHALL BE A MINIMUM TOP OF BARK MULCH z ROUND VALVE BOX- TYP.o OF 1", AND MAXIMUM OF 3" FROM EDGE FINISH GRADE - TOP OF TURF/ LAWN o RECTANGULAR VALVE BOX-TYP. o OF WALK, PAVING, CURB, OR EDGER. W U) /� W_ cn LIE (-1 ^ 1- i-1 ' n� LT_ Et w ♦ 0 )-\-/ I \Illl�� ,L C7.) o ♦ ♦ 11 III T1 1 1 Iu ifithifi—THffi— (NCO 0 Z �� 0 Ei - 0 Ei [I 0 No u II — 0 00 0 _ 0 POP-UP SPRAY HEAD ASSEMBLY 0 IMi_,.M1 Ct LaJ 1'-0" 1'-0" 1-0" Z 1 r SWING JOINT COMPONENTS: 1 1 1 - POLY-PIPE 4' MAX. LENGTH, EDGE OF PLANTER BED m (2) ELBOWS, & (1) MARLEX STREET ELBO\ 1 (2) ELBOWS e i I I I i- NOTE: o 1 I—I 1—— POLY-PIPE 1. VALVE BOX LID COLOR SHALL BE PER IRRIGATION SPECIFICATIONS W ♦ , 2. VALVE BOXES SHALL BE INSTALLED TO ALLOW FOR ORDERLY ARRANGEMENT v� Li; N -� IRRIGATION LATERAL 3. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY OWNER'S REPRESENTATIVE N 1 I� CC MARLEX STREET ELBOW 4. CENTER VALVE BOXES OVER VALVE ASSEMBLIES x - c t \ P.V.C. SCHEDULE 40 TEE OR ELBOW 5. SET VALVE BOXES WITH TOPS AT EQUAL ELEVATIONS Z a Z I- _ a Z a - U oOZZQ SPRAY HEAD - POLY SWING PIPE ASSEMBLY VALVE BOX LAYOUT 0W SECTION NOT TO SCALEC2) PLAN „ „ 12" z o z 01\1111111 SIC111111119 /S\ Cr) LI- - W V* \)C) Z 0 Cel/S I— Q CD CC CC liS11111\1111:lif 0 cilN <PC) ~ N .a) inN a) O •cy) Z Q cilli.<(13 _ •• C 0 C W � W O ce ck I I I I I IIP(<1:0\C)C:‹C) I- C.) w w -) > O illiiiiiii - CC 0 w p w a1r � C' N � z w w w D a CD O _ ix U (n I- = - ; Q ® ■■ 4°11- 1 MriPir 1-1 C.7 DRAWING NO: L51 34 OF 47 SPECIFIED PLANT SPACING. SEE PLANT EDGE OF PLANT BED OR ADJACENT PLANT SPACING DIAGRAM FOR LAYOUT MASSING PLANT SPACING REQUIREMENTS EQUAL AREA FOR PLANT SPACING ADJUSTMENT SPECIFIED GROUND COVER - SEE _ __ PLANTING PLAN AND LEGEND FOR / CONTINUOUS - EQUALLY SPACED OUTER SPECIFIED PLANTING SPACING REQUIREMENTS / '� Ilk 10 6\ ROW AT EDGE OF PLANTING BED. FOLLOW SET CROWN OF ROOTBALL 1" ABOVE FINISH SET CROWN OF GROUND COVER 1/2" BEDLINE AS DELINEATED ON THE PLANTING ABOVE FINISH GRADE ilWJ PLAN. LOCATE PLANTS ONE HALF OF GRADE / \ / \ / 1010 a SPECIFIED SPACING DISTANCE FROM EDGE a _`�__`� `�__`�__`�_ ��__`�__` _. ��"_ MULCH - 3" DEPTH @ II OF BEDLINE, OR ADJACENT PLANT MULCH - 3" DEPTH of o74-1... ,:t74•�.�oioi ei.. ...�;r 4. Aifioi.. �" r ` �� _\ A. ��`���'�' �� 0"OQ.#_ FINISH GRADE MASSING, UNLESS OTHERWISE SPECIFIED. \ \ \ \ \ \/\ '\N \ 10 - ` FINISH GRADE \ //\\/\\/ /\//\\//\\ \. \� STORMWATER PLANTING SOIL - SEE i �••••--� ..T4v`.-. SWW m /\//\/\ \//\//\ / / 00ALL PLANTS SHALL BE PLANTED AT EQUAL � ��' z x ' \ \ \/\/\/ /\/\/\ \/\�` SPECIFICATIONS FOR DEPTH AND TRIANGULAR ON CENTER SPACING AS - �\// // �/ '/ // / // PLANTING SOIL /\\/\\ \\ \/\/\\/\\/\ \ \ \\/\\/\\/\ \ \ \\/\\/\\ AMENDMENTS SPECIFIED 0 N PLANTING PLAN \\/\ \ '\ \\ //i//i//i//i//i//i//i//i//i//i//i//i//i//i//i//i//i// / liklik411 /// // E \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \/ 1/\/�� SCARIFY PER SPECIFICATIONS E /\/\/\/\/\/\/\/\/�\/�\/�\/�\/�\/�\/�\/�\/�\/�\ 0 0 , , - LOCATE PLANTS ONE HALF OF SPECIFIED 1 � [1=III= /� //% 1 1 I= I I I I I -` r-114 %% � ft% TLY1\1-1\ /%j% NATIVE SOIL SPACING DISTANCE FROM ANY CURB,40 SIDEWALK, OR OTHER HARD SURFACE, SUBGRADE o aL" L11 -III III I 1 1 .III III III III III III„,, UNLESS OTHERWISE SPECIFIED. ROOTBALL DIAM. +24" N . a `" III ' ' III III FQU •@ O�P� / � N ? r 1 I I I III 1 1 I I I I- q� - EDGE OF PAVEMENT, CURB OR OTHER SCARIFY BOTTOM U J c -I � � Z = az HARD SURFACE 1- _ ex La z a - U 0 Z Za GROUND COVER PLANTING o PLANT SPACING DIAGRAM SHRUB PLANTING - CONTAINER o W ,_ El SECTION NOT TO SCALE PLAN N SCALE SECTION NOT TO SCALE z \ / z k 0 SPECIFIED TREE NOTES: 0 NOTE: 0 ,1 /,j MULCH 1" MIN. - 3" MAX. AWAY FROM TRUNK 1- PROVIDE ROOT BARRIER APPLICATIONS AT TREES I . PRIOR TO PLANTING, (/) WITHIN 5 FEET OF PAVING, CURBS, WALLS, UTILITY w REMOVE PLANT FROM J i` 111 $flO / (2) STAKES, AS SPECIFIED. ATTACH TO DUCTS OR OTHER APURTENANCES. BARRIER SHALL BE �� `f/I CONTAINER AND CONTAINER PLANTINGQ`� / � // TREE WITH "CINCH TIES" - NAIL TO STAKE. A CONTINUOUS LENGTH AND SHALL EXTEND FROM 1/2" ' -% ill"" / LOOSEN SIDES BY / I- LLI \\ ,AI // / ABOVE FINISH GRADE DOWNWARD TO A MINIMUM DEPTH AA, I = LIGHTLY TEASING OR 0 / POSITION ROOT CROWN 2"ABOVE FINISH 1 � , ` .�,�% GRADE OF 24 . PANEL GROUND LOCKING ANTI LIFT PADS SHALL / SCRATCHING ROOT 1? SET CROWN OF ROOT ��`� �i��j/ / BE FACING INWARD, AWAY FROM WALK, CURB OR WALL. MASS. BALL I " ABOVE CD `�1`, 14' BURLAP, WIRE, AND TWINE, REMOVE FROM ALL PANEL CONNECTIONS SHALL BE PER FINISH GRADE Z / ,‘ N� [ TOP 1/3 OF ROOTBALL, AFTER TREE IS SET MANUFACTURER'S RECOMMENDATIONS. } , FINISH GRADE MULCH - 3" DEPTH. 4 , _ v fyr j z '/, 7/ 2" ROCK MULCH SPECIFICATIONS PLANTING SOILMIXTURE - SEE lb / \ ` � �._ �.�i..--�.,.-- .-._�..- / \/ // //� j/%%/j/%///// �/ "�/ //\\' -STORMWATER ��, � !'. STAKES SHALL EXTEND MINIMUM OF THREE ► \ \ \ _ y\\\\\\\\\\\\\\\ �`\\\\\\\\\\\\\\�� PLANT ING SO I L % / / d► / / %`� FEET BELOW FINISH GRADE CONCRETE SIDEWALK - _ :\///./ �, /\//� I N /\//\//\//\// � z — \% /\\/\ '������4/\\ \ SEE CI \ ell1= \\ \ \\ \\ \\ LIGHTLYSOIL SCARIFY SUBGRADE PER SPECIFICATIONS —I i\/ \/\/\/MULCH - H WHERE j1 -i- I -I -I I I -III III _III III III III III I ROOT BALL RESTS - DO 1- N ROOT BARRIER - TYP. ALL 0 E , , , I I I I I I I I � � � � � � � � � -III III I I I. . .I I I- III- NOT COMPACT c ROOTBALL DIAM. +24" 9' N0 SCARIFY SIDES & BOTTOM EXISTING SUBGRADE ' E CONTAINER PLANTING —.� z CO C 1- o r; DECIDUOUS TREE PLANTING - STAKING ROO ' : CAR i @ STORMWATER AREAS o o 4 SECTION NOT TO SCALE 5 <kliSECTI 01CL NOT TO SCALE6 ) y SECTION NOT TO SCALE T a <( Nce 10 � 10 v 1 ye, \ ye/ NOTES: > 111 0 /� 2" ROCK MULCH �` 1� / - ix �� // •�� 0 // 1. ROOT CROWN TO BE VISIBLE BEFORE I- IX 0_ 1,� 7 .'j STORMWATER PLANTING SOIL. j � TREE IS SET. REMOVE TOP OF ROOT. N�r'!' BALL MEDIA TO LOCATE IF NEEDED O co 0 4 � �1I,p SEE SPECIFICATIONS � � rAO/ POSITION ROOT CROWN 2" ABOVE Q w z �� �� '�// / �� / 2. BURLAP, TWINE AND METAL BASEKET Wr o `1 `1 r �� CURB - SEE CIVIL, _ \ ` `1 _ FINISH GRADE C' N Z A 2 \' _ TYP. `, � TO BE CUT AND REMOVED ENTIRELY m W ,/ / DOWN TO BASE OF ROOTBALL AFTER Z w SIDEWALK - SEE }_ 2" ROCK MULCH J W w X TREE IS SET (MATERIAL ON BOTTOM L.� J W co CIVIL (2) STAKES, AS SPECIFIED. CAN REMAIN). IF ROOT BALL IS 0 < V 0 ATTACH TO TREE WITH "CINCH UNSTABLE OF BREAKING, ONLY _ TIES" - NAIL TO STAKE. REMOVE TOP 12" OF BURLAP ROOT BARRIER, 24" DEEP, TYP. 3. STAKING TO REMAIN NO MORE THAN ~ j LUi.J CI- ��� ' ��\�)\�� x/ �� /\ TWO YEARS UNLESS OWNER'S REP V N - t 1 /\/ / / /j\d ROOTBALL TO REST ON STABLE //\ \/ /j\ j\ ROOTBALL TO REST ON STABLE /\ \\ / / \/� \\/\\/\ /\\/\\; / DIRECTS LONGER STAKING PERIOD. / /\/\ PEDESTAL /\ /\/\/ `�/\/\/ i PEDESTAL • r-142 ( I'. / \// // //\ //\\//\\< /, MAINTAIN 2" STRAP SLACK AROUNDI / /� \ ,�r / // // / /\//\/i /III II \ \/\/ I, \/� i\/\/\ \/\/ \ �/ DRAIN PIPE, SEE CIVIL TRUNK. STAKES TO BE EMBEDDED MIN ' I III=I �i�/\/\ /\�/A►,, DRAIN ROCK- /// ��//,�///�//\ _ /�//j\/j�// %j DRAIN ROCK, SEE CIVIL 36" BELOW FINISH GRADE ilii 'I -1 I I , , I SEE CIVIL J - I]] / 4. ROOT BALL TO REST ON STABLE GEO-TEXTILE i- DRAIN ROCK- GEO-TEXTILE FABRIC, SEE PEDESTAL OF COMPACTED SUBGRDE, Il1--I l ' I IFABRIC, SEE CIVIL �, SEE CIVIL - CIVIL SELECTED TOPSOIL OR STORMWATER ��s ;_91---11=-1-1-1=-- �_� _j -I _-_-_- -_- ii, COMPACTED SUBGRADE FACILITY TOPSOIL. PEDESTAL SOILS TO DRAIN PIPE, SEE -I III 111 1 I I I COMPACTED - CIVIL `1 1 I I I ' ' I I 'I I SUBGRADE ' HAVE LESS THAN 3% ORGANIC MATTER CONTENT. INSTALL IN 6" LIFTS. DRAWING NO: STORMWATER TREE PLANTING L4 . 0 7 SECTION NOT TO SCALE 35 of 47 LEGEND SIGNAL AND DETECTOR LEGEND CABNET LUMINAIRES 6 INSTALL A MODEL 332S CABINET AND CONTROL EQUIPMENT WITH RISER FRAME, ORIENT LOUVERED DOOR AS SHOWN. INSTALL LED LUMINAIRE. SEE "POLE ENTRANCE CHART." Q INSTALL INTELIGHT X3C ATC CONTROLLER, WITH LATEST LA INSTALLPHOTOELECTRONIC CONTROL RELAY ON POLE. VERSION OF MAXTIME SOFTWARE AND MAXVIEW ATMS 0 ® SOFTWARE (SINGLE LICENSE). O CONTROLLER (SEE SIGNAL PLAN). SIGNS GENERAL NOTES m INSTALL ALUMINUM (30"x36", TYPE "W7") "LEFT TURN 1. LOCATION OF CONDUITS AND JUNCTION BOXES AS SHOWN ON THE S 120/240 VOLT METERED BASE MOUNTED SERVICE CABINET. W YIELD ON GREEN BALL" SIGN (R10-12). PLANS ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE STAKED BY POLES e INSTALL NEW TYPE "G1" ALUMINUM STREET NAME SIGN THE CONTRACTOR IN FIELD AND VERIFIED BY THE ENGINEER BEFORE (N=NUMBER). INSTALLATION. © INSTALL (T=TYPE) WASHINGTON COUNTY STANDARD m INSTALL ALUMINUM (30"X36", TYPE "W7") LEFT AND TRAFFIC SIGNAL MAST ARM POLE (SEE "POLE ENTRANCE 0 RIGHT ARROW SIGN (OR3-5TD). 2.CONTRACTOR SHALL COORDINATE WITH PGE FOR POWER SERVICE. THE CHART"). CONTRACTOR SHALL INSTALL CONDUIT AND WIRING TO THE POWER 0 INSTALL (L=LENGTH) FOOT TRAFFIC SIGNAL MAST ARM. CONDUITS SOURCE AS REQUIRED BY PGE. THE CONTRACTOR SHALL COORDINATE WITH PGE (SERVICE DESK 503-323-6700) AND JEREMY BOTSFORD al INSTALL (L=LENGTH) FOOT LUMINAIRE ARM. (503-672-5407) A MINIMUM OF 4 WEEKS BEFORE STARTING PGE 0 OSINSTALL (S) IN. ELECTRICAL CONDUIT. RELATED INFRASTRUCTURE TO SCHEDULE A COORDINATION MEETING INSTALL PEDESTRIAN SIGNAL PEDESTAL WITH FRANGIBLE FOR ALL POWER REQUIREMENTS. REFERENCE PGE WORK ORDER PP BASE. CO INSTALL CONDUIT BY HORIZONTAL DIRECTIONAL NUMBER M2861910. CONTRACTOR SHALL CONTACT PGE A MINIMUM OF ® INSTALL VEHICLE SIGNAL PEDESTAL WITH TRANSFORMER DRILLING, OPEN TRENCH NOT ALLOWED. 2 WEEKS PRIOR TO REQUIRED PGE INSPECTIONS. BASE. Dc DETECTOR CONDUIT (SEE DETECTOR PLAN). 3.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO WASHINGTON COUNTY ORDINANCES AND SPECIAL PROVISIONS, THE 2018 OREGON SIGNALS Ec ELECTRICAL CONDUIT (SEE SIGNAL PLAN). STANDARD SPECIFICATIONS FOR CONSTRUCTION, AND THE OREGON STANDARD DRAWINGS LISTED BELOW. INSTALL PHASE (Ph=PHASE) PEDESTRIAN COUNTDOWN TP SIGNAL WITH CLAMSHELL MOUNT AND AUDIBLE PEDESTRIAN FIRE PREEMPTION 4.THE CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, MATERIALS, AND PUSHBUTTON. LABOR REQUIRED FOR THE SIGNAL OPERATIONS SHOWN ON THIS PLAN. INSTALL PHASE (Ph=PHASE) VEHICLE SIGNAL WITH MOUNT ® INSTALL CHANNEL (Ch=CHANNEL), (N=NUMBER) ALL SIGNAL CONTROL EQUIPMENT SHALL BE TESTED AT THE ODOT CY BARREL FIRE PREEMPTION DETECTOR UNIT. SIGNAL LAB IN SALEM AT THE CONTRACTORS EXPENSE PER gal WITH 2" FLUORESCENT YELLOW REFLECTIVE SHEETING ON BACKBOARD. [faINSTALL CHANNEL (Ch=CHANNEL) FIRE PREEMPTION SPECIFICATION. IV DETECTOR FEEDER CABLE. JUNCTION BOX 5.THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF EXISTING WIRES AND CABLES UTILITIES AND COORDINATE THIS WORK WITH THE UTILITY IN INSTALL 17"x10"x18" (MIN. DIMENSION) PRECAST COMPANIES/AGENCIES TO ELIMINATE ANY CONFLICTS. W CONCRETE JUNCTION BOX. N G INSTALL (N=NUMBER) NO. (G=AWG WIRE SIZE) XHHW WIRES. m INSTALL 17"x10"x18" (MIN. DIMENSION) PRECAST 6.THE ENGINEER SHALL FIELD VERIFY THE LOCATION OF ALL SIGNAL giEI CONCRETE JUNCTION BOX WITH CONCRETE APRON. N G INSTALL (N=NUMBER) NO. (G=AWG WIRE SIZE) THWN. EQUIPMENT BEFORE INSTALLATION. m INSTALL 22"x12"x18" (MIN. DIMENSION) PRECAST CONCRETE JUNCTION BOX WITH CONCRETE APRON. 1-C INSTALL 1 NO. 8 AWG THWN (SIGNAL SYSTEM COMMON). m INSTALL 30"x17"x18" (MIN. DIMENSION) PRECAST • CONCRETE JUNCTION BOX WITH CONCRETE APRON. PL INSTALL POLY PULL LINE. eJB INSTALL TANDEM 30"x17"x12" (MIN. DIMENSION) PRECAST LW INSTALL LOCATE WIRE. CONCRETE JUNCTION BOXES WITH CONCRETE APRONS (SEE TM472 FOR DETAILS). 4 INSTALL (X=NUMBER OF CABLES) CONTROL CABLE(S) WITH ark INSTALL 24"x30"x24" FIBER OPTIC HAND HOLE WITH (N=NUMBER) (G=AWG WIRE SIZE) AWG CONDUCTORS. NOV CONCRETE APRON (SEE TM472 FOR DETAILS). T INSTALL RADAR CONTROL CABLE (T=RADAR UNIT ID). m INSTALL 6" MAX. SAND POCKET BLOCK-OUT WITH © (S=SIZE) INCH CONDUIT TO JUNCTION BOX. all INSTALL (X=NUMBER OF CABLES) PHASE (Ph=PHASE) LOOP j FEEDER CABLES. ark JUNCTION BOX (SEE SIGNAL PLAN). o o DETECTION SIGNAL HEAD/BRACKET TYPES ° m INSTALL PHASE (Ph=PHASE) 6' ROUND VEHICLE 2 = 12"R, 12"Y, 12"G B = ADJUSTABLE SIGNAL BRACKET ASSEMBLY W/ RAIN ENGINEER OF RECORD • ��� DETECTOR LOOP. BRIAN K. COPELAND a m INSTALL PHASE (PH=PHASE) 2X' DIAMOND BICYCLE CAP(S) (INSTALL 1" GALVANIZED CHASE NIPPLE) OREGON P.E. #18503PE y T�i DETECTOR LOOP. AB = ADJUSTABLE SIGN BRACKET ASSEMBLY W/RAIN CAP(S) LA o SP = SIDE POLE MOUNT INSTALL RADAR DETECTOR UNIT (U). LABEL RADAR DETECTOR RECORD DRAWING w W UNITS "M" RADAR DETECTOR UNIT ID AND APPROACH DIRECTION. THIS RECORD DRAWING HAS BEEN PREPARED BASED INSTALL PHASE (Ph) DETECTION ZONE ON RADAR U UPON INFORMATION FURNISHED BY OTHERS. v� ( ) PLANS ACCOMPANIED BY DRAWINGS: ODOT TM450, DKS ASSOCIATES IS RELYING UPON THE ACCURACY J WITH MAXTIME DETECTOR NUMBER (N). TM457, TM460, TM462, TM465, TM467, TM470, ANDBUT ASSUMES NO ESRESPONSIBINITY FOR THE F CCURACY FURNISHED 3 ilk INSTALL (N=NUMBER) PAIR OF LOOP WIRES. TM 471, TM475, TM482, TM485, TM488; WASHINGTON OF THIS RECORD DRAWING OR FOR ANY ERRORS OR COUNTY 6831, 6911, 6912, 6913, 6921, 6922. OMISSIONS WHICH MAY HAVE BEEN INCORPORATED ce INTO IT AS A RESULT. THOSE USING THIS INSTALL WAVETRONIX CLICK 656 SDLC BIU CABINET RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE INTERFACE DEVICE.0 APPLYING IT FOR ANY PURPOSE. 0 0 Revisions and Addendums SW WALL STREET - TECH CENTER DRIVE SHEET ENGINEERING DIVISION • Description Date No. By PUBLIC WORKS DEPARTMENT TS—O 1 o D I(S 720 SW Washhington St,Suite 500ii3,25 S6V HALL BLVD. IMPROVEMENTS PROJECT Portland,Oregon 97205 ' �.• TIGARD, OREGON 97223 N www.dksassociates.com -� , VOICE: 503-639-4171 w FAX: 503-624-0752 TRAFFIC SIGNAL LEGEND g 'I'IGAItD INWW.TIGARD-OR.GOV o. SW 72ND DR/SW TECH CENTER DR FILE NO DESIGN: GCA I DRAWN:MRZ I CHECK: BKC PROJECT NO: C/P 95061 36 AvirIL SIGNAL PLAN CONSTRUCTION NOTES STA.OL NO. 5 (75.0' LT) COORDINATE WITH JEREMY BOTSFORD © 0EEO (503-672-5407) AT PGE WORK ORDER ���' 1_2® PL 00 PL 2 PL LW M2861910 FOR POWER SERVICE CONNECTION. v i1 `. 1GPROVIDE 4 WEEKS NOTICE TO INITIATE POWER �, CONNECTIONS. 1 C ', ® m OLUMINAIRE AND LUMINAIRE ARM TO BE R/W I=if �� VOF REMOVED BY PGE. OLUMINAIRE TO BE REPLACED WITH LEOTEK 4 ? 9p ` ® F G:EEN COBRA GCM2 88-WATT LED BY PGE. ® ti 2 "\ PL Q. �� , 1-2 - Dc I O. INSTALL 6" PB EXTENDER •G 0 0 �� ® O�� 10 1 C PL 000 PL 8 4 NOTE: '� ��� � 0 ( 6 ----� SEE SHEET TS-01 FOR LEGEND. POLE NO. 4 �,V �/ ® ®� I r STA. 55+48 (34.6' LT) �/ R/W "NOT ALL UTILITIES SHOWN" {{��j ���� � �� PL LW Dc CONTRACTOR TO CONTACT UTILITY 60 ,A�� p �� COMPANIES FOR FIELD LOCATIONS. OVA 0 ���� NORMAL PHASE ROTATION it 0 V_j m ._� I' ■ � S ihi\\I\ POLE N+ 6 NOTE: c 7i0 / 6 CONSTRUC VERIFY TION.MEASUREMENTS PRIOR TO �'� 12+ D _.'`I G STA. 56+33.16 (12.19' LT) 1 I 10g®1-C PL 0FF PL 2 PL LW . \ 1/4 el litY SW TECH CENTER DR m i �ego PL CP L p� LL 0 \); Ph 4 a C) i POLE NO. 3 ��� ` m� :`i� STA. 55+65 (27.3' RT) v `' ►:� • a 0� I I 0 �` __ a CHANNEL A CHANNEL B CHANNEL C e �,� v © \m \ I0 \ v FIRE PREEMPTION OPERATION . ,,1 411,1441.H. N::14.1ttli;03 Ika m POLE N0. 7U_ ` 11P \A. 56+41 (4.2. RT) R/W ® vPL 0\� r� /0 -7 20 \O0V® `v . e '9� I. -- �, � LW PL PL C BO PL 1-C 3 12gi wO ft� :E o ,i o o Dc PL c 00000 LW PL 3 PL I3-C 080 ���1.� \ 111\ ®\i7 10 ® ®0®0 t ��� 0 TO POWER CQi I I ,,` JB • CONNECTION 150' BRIAN K. COPELAND SOURCE AERIAL ENGINEER OF RECORD PGE ` SOUTHEAST N OREGON P.E. #18503PE N iu POLE N0. 1 RECORD DRAWING �, /, STA. 55+95.40 (36.58' RI) ►� i� THIS RECORD DRAWING HAS BEEN PREPARED BASED h R/W , I 1. ,•JO CO.i, UPON INFORMATION FURNISHED BY OTHERS. DKS ASSOCIATES IS RELYING UPON THE ACCURACY SHED 3 m8L� �` ®�0 » BUANTT ASSUMES NOSS OF THE RESPONSIBILITY FOR THEFORMATION E ACCURACY =10 O PL LW SCALE: 1 = 20' OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED it INTO IT AS A RESULT. THOSE USING THIS 0 2 6 PL RECORD DOCUMENT ARE ADVISED TO OBTAIN •-. \ O- 20 1 0 20 INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE o APPLYING IT FOR ANY PURPOSE. 0 Revisions and Addendums SW WALL STREET - TECH CENTER DRIVE SHEET DIVISION Description Date No. By PUBLIC WORKS DEPARTMENT TS-02 It o Dl(S 720SW,Oregon97 Washington St,Suite500 i —' 13125 S.W. HALL BLVD. IMPROVEMENTS PROJECT Portland,Oregon 97205 ' �.•. T/CARD, OREGON 97223 N www.dksassociates.com -� ; VOICE. 503-639-4171 w FAX: 503-624-0752 TRAFFIC SIGNAL PLAN � 'I'IGAItD WWW.TIGARD-OR.GOV SW 72ND DR/SW TECH CENTER DR FILE NO DESIGN: GCA I DRAWN:MRZ I CHECK: BKC PROJECT NO: C/P 95061 37 DETECTOR PLAN eh •/W Vir DESIGN APPROACH SPEEDS irSTREET APPROACH POSTED SPEED SW 72ND AVE NB 30 MPH — SW 72ND AVE SB 30 MPH ®I 4.f.24 n `�R/W DISTANCE/ I�/ DETECTION SW TECH CENTER DR EB 25 MPH ZONE LOOP/ZONE LOCATION ATC R/W NUMBER (FEET) PHASE SLOT MAXTIME # 1 75 4 — I9U 10 2 50 BIKE 4 — I9L 11 3 15 I 4 — I8U 8 4 5 (p 5 5 BIKE 4 — I8L 9 �Z 15 I 6 J4U 18 6 7--.18 5 BIKE - 2 I5U 6 15 0)„..,, io 11 5 75 I 2 —1I3U 2 13 1215 2 I4L 5 e 49 100 — 600 2 RADAR E RADAR E 49 \\ TZli m 50 400 — 406 2 RADAR G 50 / 51 100 — 600 6 51 RW .01 52—400 — 406 6 RADAR G 52 0 AlI 000 LOOP/RADAR WIRING DIAGRAM O— pi_ 41000 '�' 00 \ "DISTANCE" IS FROM STOP LINE TO CENTER OF LOOP ' "DETECTION ZONE LOCATION" IS FROM STOP LINE TO NEAR EDGE \\_ L-= eL a OO�m SW TECH CENTER DR - _� - 8 1 - ' eh 0 2 0 fally OircW 2 , —''S I" / : , ��0� 4I, 0 ,, `0 (Dili o NOTE: SEE SHEET TS-01 FOR LEGEND. R/W , / iw R/W "NOT ALL UTILITIES SHOWN" MOO • m CONTRACTOR TO CONTACT UTILITY e Irot \ © © 4 VI ft COMPANIES FOR FIELD LOCATIONS. \ii NOTE: FIELD VERIFY MEASUREMENTS PRIOR TO �� CONSTRUCTION. 000o©C pi_ ©O O '000 Ni. R/W v m in 3 O O El R/W 4 . CT11r��,� ENGINEERBRIANK. OFCOPELANECDRD RO QU 1 It ' m V n OREGON P.E. #18503PE o ILJ oo 4 1 11P IV RECORD DRAWING W THIS RECORD DRAWING HAS BEEN PREPARED BASED pUPON ASSOCIATES FURNISHED YINGEU OTHERS. y DKS ASSOCIATES IS RELYING UPON THE ACCURACY URNISHED >> BUTT ASSUMES NOS RESPONSIBIS OF THE LITY FOR THEFORMATION ACCURACY 3 SCALE: 1 = 40' OF THIS RECORD DRAWING OR FOR ANY ERRORS OR it OMISSIONS WHICH MAY HAVE BEEN INCORPORATED RESULT.INTO IT AS A THOSE USING RECORD DOCUMENT AREADVISEDTO OBTAIN i . 40 20 0 40 INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE p APPLYING IT FOR ANY PURPOSE. 0 0 Revisions and Addendums SW WALL STREET - TECH CENTER DRIVE SHEET ENGINEERING DIVISION Description Date No. By PUBLIC WORKS DEPARTMENT TS-0,3 ili o D DKS 720 SW,OFegington St,Suite 500 i 13125 S.W. HALL BLVD. IMPROVEMENTS PROJECT Portland,Oregon 97205 ' �.•• TIGARD, OREGON 97223 N � www.dksassociates.com �-� VOICE: 503-639-4171 w FAX: 503-624-0752 DETECTOR PLAN '11 'I'IGAItD WWW.TIGARD-OR.GOV Q. SW 72ND DR/SW TECH CENTER DR FILE NO DESIGN: GCA DRAWN:MRZ CHECK: BKC PROJECT NO: C/P 95061 38 POLE ENTRANCE CHART FOUNDATION See Washington County Std. EQUIPMENT ON POLE EQUIPMENT ON MAST ARM INFORMATION Drawings 6911,6912,6913 LUMINAIRES FIXTURES Washi(Length in Feet and Equipment Type) «eDrawings 6921 andon 6S2a2n�and POLE DWG. PED. PED. TERM. TRAFFIC ARM STANDARD FOOTING FOOTING ARM ARM MOUNTING DRIVE NO. NO. TYPE SIGNAL PUSHBUTTON CABINET SIGNAL LENGTH D 1 D 2 D 3 D 4 D 5 D 6 D7 FOOTING DEPTH DEPTH LENGTH DEG. HEIGHT TYPE DIST.TYPE CURRENT WATTAGE DEG. DEG. DEG. DEG. TYPE SQUARE ROUND 1 TS-02 WCSM3L 270 270 180 80/ 30 5 10.5 t1.5 17 18.5 25 WCSM3L 15'-OT 14'-OA 15 270 35 LED III 700 88 285 RAD V2 F F V2 SNS 3 TS-02 PP 270 270 4 TS-02 PP 80 80 5 TS-02 WCSM4L 0 40 1 4 7 11.5 14.5 22.5 32.5 SA RAD F F V2 V2 SNS WCSM4L 15'-6" 15'-6' 15 270 35 LED III 700 88 6 TS-02 WCSM2 180 25 2 6.5 12 14 18 V2 SA V2 F SNS WCSM2 14'-0" 13'-6" 7 TS-02 PP 340 340 BRACKET MOUNT(SEE TRAFFIC SIGNAL PLAN FOR MOUNT TYPE): V2=Traffic Signal Type 2,Adjustable Signal Bracket Mount(See Std.Dwg.TM462) V6L=Traffic Signal Type 6L,Adjustable Signal Bracket Mount(See Std.Dwg.TM462) SA=Sign,30"x36"Aluminum with Adjustable Sign Bracket Mount(See Std.Dwg.TM465) L 6'-6" SNS=Street Name Sign 11 D7,D8 tf Vehicle Signal Head o'� MISC.ITEMS: sw 72nd Ave F=Fire Preemption,(See Std.Dwg.TM465) — D6 N �f Pedestrian Head PP=Pedestrian Signal Pedestal(See Std.Dwg.TM457) D5 RAD=Radar Unit D4 0� / SIGN NO. 1 *=Foundation control point and top of anchor rod elevations to 0 0 D3 be verified prior to foundation installation — D2 (>\\ to'—o" o —h._ of Arm D1 1y y 180' sw Tech Center Dr J 270' SIGN NO. 2 ft Pedestrian Head — ltailli 0 q Terminal Cabinet O o 90' NOTE: c 0 NOTE. 5 1?-) Equipment shown on orientation diagram Equipment shown on orientation diagram +1�� Q is clarification of distance and angles of is clarification of distance and angles of i 270' ENGINEER OF RECORD O equipment that may be located on a 1:•. equipment that may be located on a BRIAN K. COPELAND ; OREGON P.E. #18503PE pedestrian pedestal or vehicle pedestal. ft Pedestrian Head Mast Arm or Signal Pole W (Df Pedestrian Head o RECORD DRAWING PEDESTRIAN PEDESTAL/ VEHICLE PEDESTAL THIS RECORD DRAWING HAS BEEN PREPARED BASED MAST ARM POLE ORIENTATION DIAGRAM UPON INFORMATION FURNISHED BY OTHERS. (,) DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY 3 OF THIS RECORD DRAWING OR FOR ANY ERRORS OR p OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS o RECORD DOCUMENT ARE ADVISED TO OBTAIN rz INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE o APPLYING IT FOR ANY PURPOSE. 0 0 Revisions and Addendums ENGINEERING DIVISION SW WALL STREET - TECH CENTER DRIVE SHEET Description Date No. By PUBLIC WORKS DEPARTMENT TS-04 ,G 720 SW Washington St,Suite 500 i III 13125 S.W. HALL BLVD. D I(S Portland,Oregon 97205 ■ TIGARD, OREGON 97223 IMPROVEMENTS PROJECT www.dksassociates.com ksa ssoci ates.co m --_-_� VOICE: 503-639-4171 FAX: 503-624-0752 TRAFFIC DETAILS TIGA1tU WWW.TIGARD OR.GOV SW 72ND DR/SW TECH CENTER DR FILE NO CC DESIGN: GCA DRAWN:MRZ CHECK: BKC PROJECT NO: C/P 95061 39 RADAR MOUNTING DETAILS ce / \ � / / %in m i i I i I pl Imiwill-ml"w I.-4111.•.-----''''' \ — 0 1 . TO MAKE AIMING POSSIBLE, \ I' / THE SENSOR BRACKET SHOULD \ = ® = \ \ / BE MOUNTED AT A 45 / DEGREE ANGLE TO THE ROAD / 1.111111114TO = ® �- \ - - _ z \ �/ 12" DRIP LOOPS ATTACH DRIP LOOPS TO I / \ / J MOUNTING TENON, USING / / \`/ . APPROVED CABLE TIE / j / / C�• I \ DRILL, TAP AND INSTALL A / / DRILL TAP AND INSTALL A STAINLESS \ l \ STAINLESS STEEL 1/4" / / TO MAKE AIMING POSSIBLE, STEEL 1/4" COARSE THREAD BOLT FOR \ \ / \ COARSE THREAD BOLT FOR THE SENSOR BRACKET SHOULD ATTACHING GROUNDING CONDUCTOR TO ATTACHING GROUNDING BE MOUNTED UP AT A 45 \ N CONDUCTOR TO POLE. / / BE ANGLE TO THE ROAD MAST ARM. AS PER NEC) / \ (GROUNDING AS PER NEC) z I I I N — — NOTE: 1 ' ALL BOLTS, NUTS AND WASHERS SHALL \ / ® — BE 304, OR D OTHERWSTAINLISE. STEEL \ / UNLESS NOTED OTHERWISE. \ 12" DRIP LOOPS / ® = M DRIPLOOPS TO NOTE: \ MOUNTING TEE NON, USING / APPROVED CABLE TIE MOUNT RADAR DETECTOR ASSEMBLY AS PER / J MANUFACTURERS RECOMMENDATIONS. N V / — -- 3 a DRILL TAP AND INSTALL A GALVANIZED oth METALLIC ENTRANCE FROMIRELIEFN RADAR DETECTOR HORIZONTAL MAST ARM MOUNT INTO MAST ARM, OR POLE. O ENGINEER OF RECORD cQi BRIAN K. COPELAND 2 \ OREGON P.E. #18503PE a RECORD DRAWING W THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. v) DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED VERTICAL SIGNAL POLE MOUNT REPAIR GALVANIZING BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY 3 ACCORDING TO OF THIS RECORD DRAWING OR FOR ANY ERRORS OR ASTM A 780 OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS Chi RECORD DOCUMENT ARE ADVISED TO OBTAIN r'... INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE g CABLE GRIP APPLYING IT FOR ANY PURPOSE. a h Revisions and Addendums SW WALL STREET - TECH CENTER DRIVE SHEET Description Date No. By PUBLIC w�cS DEPARTMENT TS-05 zs, D is 720 SW Washgington St,Suite 500 IMPROVEMENTS PROJECT a 1 13125 S.W. HALL BLVD. Portland,Ore on 97205 � TIGARD, OREGON 97223 www.dksassociates.com �` VOICE: 503-639-4171 W FAX: 503-624-0752 TRAFFIC DETAILS � TIGA3D WWW.TIGARD—OR.GOV SW 72ND DR/SW TECH CENTER DR FILE NO DESIGN: GCA DRAWN:MRZ CHECK: BKC PROJECT NO: C/P 95061 40 LEGEND POLES LIGHT POLE TABLE LP INSTALL ALUMINUM STREET LIGHT POLE, LUMINAIRE ARM, MOUNTING ARM LUMINAIRE FOUNDATION, AND COBRA STYLE LED LUMINAIRE (SEE LIGHT POLE OFFSET* POLE TABLE ON THIS SHEET) LIGHT LOSS NO. STREET STATION (ft) HEIGHT LENGTH MANUFACTURER PGE PART NUMBER LIGHT WATTAGE TYPE N OLUMINAIRE NO. (N) FOR ROADWAY ILLUMINATION (SEE LIGHT (ft) (ft) SOURCE FACTOR POLE TABLE ON THIS SHEET) 1 WALL STREET/TECH CENTER DRIVE 43+82 2.5 FC 30 6 LEOTEK GCM2-40H-MV-WW-2R-GY-700-PCR7-RWG-WL-FDC-PGE LED 88 II 0.86 2 WALL STREET/TECH CENTER DRIVE 44+80 2.5 FC 30 6 LEOTEK GCM2-40H-MV-WW-2R-GY-700-PCR7-RWG-WL-FDC-PGE LED 88 II 0.86 nti Mir REMOVE EXISTING LIGHT POLE. *FC=MEASURED FROM CENTER OF POLE TO FACE OF CURB(2.0 FT MIN). EA=MEASURED FROM CENTER OF POLE TO EDGE OF ASPHALT(2.0 FT MIN). CONDUITS BS=MEASURED FROM CENTER OF POLE TO BACK OF SIDEWALK(2.0 FT MIN). 0 INSTALL CONDUIT BY HORIZONTAL DIRECTIONAL DRILLING, OPEN TRENCH NOT ALLOWED. S INSTALL (S=SIZE) INCH CONDUIT. w INSTALL CONDUIT AND WIRE AS REQUIRED BY PGE. LIGHTING VALUES TABLE* JUNCTION BOX TARGETED ACHIEVED TARGETED ACHIEVED m FURNISH AND INSTALL PGE APPROVED 17"x30"x18" LOCATION AVERAGE AVERAGE UNIFORMITY UNIFORMITY • JUNCTION BOX. ILLUMINANCE(fc) ILLUMINANCE(fc) (Avg/Min) (Avg/Min) m INSTALL 17"x10"x18" (MIN. DIMENSION) PRECAST W CONCRETE JUNCTION BOX. INTERSECTION WIRES WALL STREET/TECH CENTER DRIVE(COLLECTOR/COLLECTOR) >_1.2 1.2 <_3.0 3.0 *TARGETED LIGHTING VALUES BASED ON LOW PEDESTRIAN AREA CLASSIFICATION, UNLESS OTHERWISE NOTED. PL INSTALL POLY PULL LINE. N G INSTALL (N=NUMBER) NO. (G=AWG WIRE SIZE) XHHW WIRES. OINSTALL (N=NUMBER) NO. (G=AWG WIRE SIZE) COPPER XHHW WIRE (GREEN IN COLOR). CABINETS MC INSTALL BASE MOUNTED SERVICE CABINET, 120/240 VOLT METERED. MISCELLANEOUS PWR POWER SOURCE. OIRRIGATION CONTROLLER, SEE LANDSCAPE PLANS. GENERAL NOTES 1. UTILITY LOCATIONS ARE APPROXIMATE AND NOT ALL UTILITIES ARE SHOWN. LOCATION OF EXISTING UTILITIES SHALL LIGHTING NOTES BE VERIFIED. CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES THROUGHOUT CONSTRUCTION. MAINTAIN AND PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE NOTED. COORDINATE ALL WORK WITH UTILITY COMPANIES TO 1. LIGHT POLE SHALL BE ALUMINUM, ANCHOR BASE, 30 FOOT, SINGLE ARM TYPE STYLE WITH 6' MAST ARM: ELIMINATE CONFLICTS. MANUFACTURER: DRAWING NUMBER: VALMONT INDUSTRIES INC. 270845805T4/1MA0632B 2. FOUNDATIONS, JUNCTION BOXES, AND CONDUIT SHOULD BE INSTALLED AT LOCATIONS SHOWN ON PLANS. IF HAPCO 21-585PGE CONFLICTS ARISE, FOUNDATIONS, JUNCTION BOX, AND CONDUIT LOCATIONS MAY BE MODIFIED IN THE FIELD PER P&K Poles (Flagpole Inc) RTA8L30AAS1632D ENGINEER APPROVAL. ALL LIGHTING EQUIPMENT MUST BE PLACED WITHIN THE RIGHT OF WAY. 3. 2. COBRAHEAD STYLE LUMINAIRE SHALL BE: 4. ALL PROPOSED STREET LIGHTING JUNCTION BOXES, CIRCUITRY, CONDUITS, PULL ROPES, ANCHOR BOLTS, AND MANUFACTURER: CATALOG NUMBER: 3 CONCRETE FOUNDATIONS SHALL BE INSTALLED BY CONTRACTOR PER PGE REQUIREMENTS. REFER TO PGE LEOTEK GREEN COBRA SEE LUMINAIRE TABLE 9 ELECTRICAL SERVICE REQUIREMENTS, JANUARY 2020. 0 3. ANCHOR BASE SU (147) CONCRETE FOOTING SHALL BE 11 INCH BOLT CIRCLE, 1"-8 NC GALV STEEL: 5. ALL STREET LIGHT POLES, LUMINAIRE ARMS, LUMINAIRES, LAMPS AND WIRING SHALL BE FURNISHED AND INSTALLED MANUFACTURER: CATALOG NUMBER: o BY THE CONTRACTOR. OLD CASTLE 5CL—LB—PGE ENGINEER OF RECORD 6 BRIAN K. COPELAND Z 6. FIELD VERIFY ALL MEASUREMENTS PRIOR TO CONSTRUCTION. FINAL LIGHT POLE LOCATIONS SHALL BE APPROVED IN 4. PGE TYPE 2: JUNCTION BOX (17"X30"18") SHALL BE RATED TIER 22 FOR THE BOX AND TIER 15 FOR THE LID ACCORDING TO ANSI/SCTE 77-2010 OREGON P.E. #18503PE THE FIELD BY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. MANUFACTURER: CATALOG NUMBER: o NEWBASIS FCA173018T-90026 RECORD DRAWING 7. ACCOMPANIED BY OREGON STANDARD DRAWING TM 471. TM472 and TM482. QUAZITE (HUBBELL) A42173018A017 W OLD CASTLE/CARSON INDUSTRIES 17301620 THIS RECORD DRAWING HAS BEEN PREPARED BASED 1- 8. ALL CONDUIT ELBOWS SHALL BE LONG RADIUS 36° FIBERGLASS. CDR (ELECTRIMOLD) N/A UPON INFORMATION FURNISHED BY OTHERS. y HIGHLINE CH A173018HE1 DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED 9. CONTACT JEREMY BOTSFORD PGE (503-672-5407) TO COORDINATE SERVICE CONNECTIONS. REFER TO WORK ORDER ARMORCAST A6001640TAX18-PGE BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY 3 NUMBERS M2861908. OF THIS RECORD DRAWING OR FOR ANY ERRORS OR o OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE USING THIS 10. MAINTAIN A MINIMUM 12 INCH CLEARANCE BETWEEN ALL EXISTING UTILITIES AND NEW FOUNDATIONS, JUNCTION RECORD DOCUMENT ARE ADVISED TO OBTAIN BOXES, AND ELECTRICAL CONDUIT. INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE o APPLYING IT FOR ANY PURPOSE. 0 0 Revisions and Addendums ENGINEERING DIVISION WALL STREET - TECH CENTER DRIVE SHEET Description Date No. By ---- PUBLIC WORKS DEPARTMENT IL—O 1 0,% 720 SW Washington St,Suite 500 ®® I NTS PROJECT I; Portland,Oregon 97205 i 13125 S.W. HALL BLVD. N �t.; TIGARD, OREGON 97223 � � 1� — —,_— www.dksassociates.com ' VOICE: 503-639-4171 gILLUMINATION DETAILS A 1 D - END W FAX: 503-624-0752 TIGARD WWW.TIGARD—OR.GOV RLE NO cc os DESIGN: GCA DRAWN:MRZ CHECK: BKC PROJECT NO. C/P 95061 41 1 ILLUMINATION PLAN La \„. \ CONSTRUCTION NOTES \ \ 2 REMOVAL OF EXISTING LIGHT POLE TO BE COMPLETED BY PGE. 4* ie < �\ 9 �02,0 �,,� 0o ,,al Wm", R/W 40 ` 1111111111 41511110-` � i .it , 4%. _..-101111111111111110,10-"Imilfah---- -------------- --------------ir, -wilitt24" SD A v\O 4r� t z,o W w SW TECH CENTERUR „I m � — � OHP �— � _ fr4 1- _ :\ 11 2 I I ® • P UGT 3 p O I NOTE: ENGINEER OF RECORD SEE SHEET IL-01 FOR LEGEND. A BRIAN K. COPELAND 2 OREGON P.E. #18503PE N L, NOTE' RECORD DRAWING o FIELD VERIFY MEASUREMENTS PRIOR TO CONSTRUCTION. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. y DKS ASSOCIATES IS RELYING UPON THE ACCURACY AND COMPLETENESS OF THE INFORMATION FURNISHED "NOT ALL UTILITIES SHOWN" 1" BUT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY SCALE: = 40' OF THIS RECORD DRAWING OR FOR ANY ERRORS OR 3 CONTRACTOR TO CONTACT UTILITY OMISSIONS WHICH MAY HAVE BEEN INCORPORATED 2 COMPANIES FOR FIELD LOCATIONS. INTO IT AS A RESULT. THOSE USING THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN •-" 40 20 0 40 INDEPENDENT FVOERR IFAIYIPOUNR POO T.S ACCURACY BEFORE p p p Revisions and Addendums ENGINEERING DIVISION WALL STREET — TECH CENTER DRIVE SHEET Description Date No. By -- PUBLIC WORKS DEPARTMENT 1L-02 rn , 720 SW Washington St,Suite 500 _ ®t 13125 S.W. HALL BLVD. ' 97205 ��,__ TIGARD, OREGON 97223 I NTS PROJECT p , wwww.dksas oc ates.com ` VOICE: 503-639-4171 chi ------------ FAX: 503-624-0752 ILLUMINATIO o TIGARD WWW.TIGARD—OR.GOV ALE NO DESIGN: GCA DRAWN:MRZ CHECK: BKC PROJECT NO: ClP 95061 Q. SW WALL ST/SW TECH CENTER DR 42 , ucTUR4 S 0 FRO/-Fs STRUCTURAL SHEETS: SOLDIER PILE SHAFTS: MECHANICALLY STABILIZED EARTH (MSE) RETAINING WALLS: ��\F �NGINEsio� Gv 63186PE y S1 GENERAL STRUCTURAL NOTES 1 . SOLDIER PILE SHAFTS SHALL BE FILLED WITH EITHER CONTROL DENSITY FILL (CDF) IN THE DRY OR PUMPABLE 1 . ALL MSE WALLS SHALL BE CONSTRUCTED IN GENERAL CONFORMANCE WITH PRECAST MODULAR BLOCK SUPPLIER -1 i fj7( S2 SPECIAL INSPECTION LEAN CONCRETE (PLC) IN THE WET. INSTALLATION REQUIREMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO: G'^-,- S3 RETAINING WALL PLAN S4 SOLDIER PILE WALL SECTION AND DETAILS 2. CDF/PLCIS A SELF-COMPACTING, CEMENTITIOUS, FLOWABLE MATERIAL REQUIRING NO SUBSEQUENT VIBRATION 1 .1 . PRECAST MODULAR BLOCK LAYER STAGGERING. vG Noy _,°� ��`J . . CONNECTIONS. is 9' S5 MSE WALL SECTION AND DETAILS 12 PRECAST MODULAR BLOCK INTERLOCKING OR TAMPING TO ACHIEVE CONSOLIDATION. THE CONTRACTOR SHALL PROVIDE A MIX DESIGN CONFORMING TOOREcc:0 " SECTION 1 .04 AND UTILIZE ACI 229 AS A GUIDE TO DEVELOP THE CDF/PLC MIX DESIGN. NO CDF/PLC SHALL 1 .3. PRECAST MODULAR BLOCK-TO-GEOSYNTHETIC SOIL REINFORCEMENT CONNECTIONS. GENERAL STRUCTURAL NOTES: BE PLACED UNTIL THE ENGINEER HAS REVIEWED THE MIX DESIGN. 1 .4. PIPES OF UTILITIES INSTALLED THROUGH PRECAST MODULAR BLOCKS OR REINFORCED SOIL ZONES. EXPIRES 12/ 31/ 20 1 .5. FENCES/BARRIERS INSTALLED ON BLOCKS OR WITHIN REINFORCED SOIL ZONES. 1 . THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. 3. CDF SHALL BE DESIGNED TO HAVE A MINIMUM 28-DAY STRENGTH OF 50 PSI AND PUMPABLE LEAN CONCRETE 1 .6. SHOP DRAWINGS SHALL PROVIDE DETAILS FOR CURVED WALL SEGMENTS, PRECAST MODULAR BLOCK THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS AND HAVE A COPY OF THEM SHALL BE DESIGNED TO HAVE A MINIMUM 28-DAY STRENGTH OF 100 PSI. NEITHER MATERIAL MAY EXCEED 300 CONNECTIONS, AND GEOSYNTHETIC SOIL REINFORCEMENT CONNECTIONS. w ON SITE AT ALL TIMES. PSI. THE MIX SHALL BE FLOWABLE (APPROXIMATE SLUMP 3 TO 10 INCHES). 1 .7. ALL PRECAST MODULAR BLOCKS SHALL BE WET-CAST CONFORMING TO ASTM C1776. m 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED 4. TEST UNIT WEIGHT, YIELD, AND AIR CONTENT PER ASTM D6023 AND 28-DAY COMPRESSIVE STRENGTH PER ASTM CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST ADDITIONAL D4832D 2. DESIGNED MSE WALL SYSTEM IS REDI-ROCK PC BLOCKS BY REDI-ROCK OF PETOSKEY, MICHIGAN. OTHER WET OR INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE CONSTRUCTION. DRY CAST PROPRIETARY WALL SYSTEMS ARE ACCEPTABLE AS APPROVED BY ENGINEER. REGARDLESS OF SYSTEM 5. THE WATER/CEMENT RATIO SHALL BE CALCULATED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIAL. SELECTED, ALL PRECAST MODULAR BLOCKS SHALL BE FROM THE SAME SUPPLIER. 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2018 INTERNATIONAL BUILDING CODE (IBC) WITH 3. CONCRETE USED IN THE PRODUCTION OF THE PRECAST MODULAR BLOCK UNITS SHALL BE FIRST-PURPOSE FRESH MODIFICATIONS BY THE 2019 OREGON STRUCTURAL SPECIALTY CODE. 6. PROPOSED ADMIXTURES SHALL BE APPROVED BY THE ENGINEER PRIOR TO USE AND INCLUDED IN THE MIX CONCRETE MEETING THE REQUIREMENTS OF ASTM C94. EACH CONCRETE BLOCK SHALL BE CAST IN A SINGLE DESIGN. CONTINUOUS POUR WITHOUT COLD JOINTS. PRECAST MODULAR BLOCK UNITS SHALL HAVE THE FOLLOWING �, 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. ENGINEER SHALL BE PROPERTIES. P z NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 7. COMPACTION OF CONTROLLED DENSITY FILL IS NOT REQUIRED. 3.1 . 28-DAY COMPRESSIVE STRENGTH = 4,000PSI L L o, w 5. THE CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF CONTRACTOR 3.2. MAXIMUM WATER/CEMENT RATIO - 0.45 Lo Lo CONTROLLED DENSITY FILL (CDF): c SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE 3.3. AGGREGATE CLASS DESIGNATION = 3S v} is CONSTRUCTION SET. COORDINATION SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CONTRACTOR 1 . CONTROLLED DENSITY FILL (CDF) SHALL BE FLOWABLE, SELF-COMPACTING, AND SELF-LEVELING. SUBMIT MIX 3.4. AIR CONTENT = 6%±13% w SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO THE m DESIGN FOR REVIEW BY THE PROJECT STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 3.5. SLUMP = 5"±1�" z -1PROJECT SITE. THE PROJECT ENGINEER SHALL BE NOTIFIED IF CONFLICTS EXIST. 2 v J o c7 3.6. EXCLUDING HALF-BLOCK UNITS AND CORNER UNITS, STANDARD INDIVIDUAL PRECAST MODULAR BLOCK UNITS z u z 2. IF THE CDF MIX DESIGN SPECIFIED HEREIN HAS NOT BEEN USED PREVIOUSLY BY THE SUPPLIER, OR IF - _ Do 6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, AND DIRECTED BY THE ENGINEER, TEST BATCHES SHALL BE PRDUCED TO ENSURE FLOWABILITY AND STRENGTH OF SHALL BE 28" WIDE, 18" TALL, AND 46$" LONG; ALLOWABLE TOLERANCES PER SPECIFICATIONS. MODULAR 1- z o SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL THE PROPOSED MIX. 28 DAY STRENGTHS MAY BE USED IN LIEU OF 90 DAY COMPRESSIVE STRENTHS PROVIDED BLOCKS SHALL HAVE PRECAST INTERLOCKING CONNECTIONS SUITABLE OF RESISTING MINIMUM 6,000LB/FT OF z _ -o C, NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF THAT THE 28 DAY STRENGTH IS NO LESS THAN 80% OF THE SPECIFIED LOWER BOUND COMPRESSIVE STRENGTH. SHEAR. INTERLOCKING CONNECTIONS SHALL ALLOW FOR A 0" SET-BACK (NO WALL BATTER) PER BLOCK z ® a CONSTRUCTION. COURSE. o - 7. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE SHORING 3. CDF SHALL HAVE A COMPRESSIVE STRENGTH OF NO LESS THAN 50 PSI, TESTED AT 28 DAYS. z AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN 4. PRECAST MODULAR BLOCKS SHALL BE CAST WITH A SLOT SUITABLE FOR 12" WIDE STRIPS OF GEOSYNTHETIC SOIL z b_ / 4. ALL CDF SHALL BE AIR ENTRAINED WITH A MINIMUM AIR CONTENT OF 12%. REINFORCEMENT TO PASS THROUGH. STRENGTH. 8. CLADDING, WATERPROOFING, AND ARCHITECTURAL FEATURES ARE NOT PART OF THE STRUCTURAL DESIGN. ANY PRECAST CONCRETE LAGGING: 5. WALL BACKFILL AND DRAINAGE SHALL CONFORM TO GEOTECH RECOMMENDATIONS. DEPICTION OF SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED FOR 1 . LAGGING SHALL ATTAIN A 5,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 6. TEXTURED WALL FINISH IS PERMITTED FOR EXPOSED WALL SEGMENTS. WALL FINISH AT OWNER'S OPTION, SUBMIT CONSTRUCTION. REPRESENTATION OF SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. REFER TO THE ENGINEER OF RECORD FOR APPROVAL. TO ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. 7. ALL WALLS SHALL BE SUPPORTED BY CONCRETE LEVELING PADS WITH MINIMUM 6" THICKNESS. STEP FOOTINGS OR LLJ LEVELING PADS OF GREATER THICKNESS UP TO 12" THICK MAY BE REQUIRED TO ACCOMMODATE GEOMETRIC i DESIGN LOADS: PER 2018 IBC AND 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 3. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% (±) 1 % AIR ENTRAINMENT BY VOLUME. AIR SITE/ROADWAY CONDITIONS. LEVELING PADS SHALL SATISFY THE CRITERIA FOR AASHTO CLASS B CONCRETE AND ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260 AND C494. HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500PSI. Z 1603.1 .5 - EARTHQUAKE DESIGN CRITERIA: RISK CATEGORY II 4. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND SMALLER BARS AND 2" FOR #6 8. GEOSYNTHETIC SOIL REINFORCEMENT SHALL BE INSTALLED IN GENERAL CONFORMANCE WITH SUPPLIER INSTALLATION SEISMIC IMPORTANCE FACTOR, IE 1 .00 AND LARGER BARS. REQUIREMENTS AND PROJECT SPECIFICATIONS. J SPECTRAL ACCELERATION, Si 0.86 g POSIElliaNZLEEDCCEMICRHEN SIT SHALL BE MIRAFI MIRAGRID 5XT OR ENGINEER APPROVED EQUAL, SEE SPECTRAL ACCELERATION, Ss 0.39 g 5. AT CONTRACTOR'S OPTION, IT IS STRUCTURALLY ACCEPTABLE TO CUT LAGGING TO SIZE. TREAT CUT ENDS OF PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SITE CLASS E REINFORCING WITH CORROSION RESISTANT PAINT OR OTHER APPROVED COATING. 1 . MECHANICAL: Li J SPECTRAL RESPONSE COEFFICIENT, SDs 0.75 g 1 .1 . MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL MECHANICAL SPECTRAL RESPONSE COEFFICIENT, SD1 0.64 g 6. LAGGING MUST BE PLACED SO THAT NO UNSUPPORTED VERTICAL EARTH FACE IS TALLER THAN 4 FT. AND THAT ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE THE VERTICAL EARTH FACE IS NOT LEFT UNSUPPORTED FOR LONGER THAN 8 HOURS. PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. Lii FOUNDATIONS: CD STRUCTURAL STEEL: SUBMITTALS: 1 . STRUCTURES WITHIN HAVE BEEN DESIGNED IN ACCORDANCE WITH THE DRAFT GEOTECHNICAL REPORT PREPARED BY GRI OF 9750 SW NIMBUS AVENUE, BEAVERTON, OREGON. PHONE: (503) 641 -3478, DATED SEPTEMBER 30. 2019. 1 . STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON THE PLANS: THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL SUBMITTALS FOR APPROVAL , THE CONTRACTOR SHALL BE FAMILIAR WITH THAT SUPPLEMENTAL REPORT INFORMATION AND THE RECOMMENDATIONS PRIOR TO CONSTRUCTION, FOR THE FOLLOWING ITEMS: CONTAINED THEREIN. PLATES & BARS- ASTM A36 �,,,,,,,II„y W-SECTIONS - ASTM A992 1 . CONCRETE MIX DESIGN AND PROPOSED ADMIXTURES IIII"'Io,III)I 2. ALL FOUNDATIONS TO BEAR ON UNDISTURBED NATIVE MATERIAL, OR GRANULAR COMPACTED ENGINEERED FILL, PER ANGLES - ASTM A36 2. STRUCTURAL STEEL SHOP DRAWINGS 41"""'"' o co: w N THE PROJECT CONTRACT DOCUMENTS. COMPACT TO 95% OF OPTIMUM PER ASTM D1557. THE CONTRACTOR IS 3. SOLDIER PILE WALL SUBMITTAL , ,I,.,I„I,. a o DIRECTED TO THE GEOTECHNICAL REPORT IN THE PROJECT SUPPLEMENTAL INFORMATION FOR ADDITIONAL 2. PREPARE AND COAT STEEL ELEMENTS FOLLOWING THE LIMITS PROVIDED IN THE CONTRACT DOCUMENTS. 4. PRECAST CONCRETE LAGGING L.- comi PLACINGINFORMATOF FILLCANDTIORS FOR CONCRETE RETAINING RETAININGWALLS WALLSHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PREPARATION AND COATING SHALL COMPLY WITH ODOT SPECIFICATION 00594. 5. SHOP DRNMNGS FOR MSE RETNNNG WALL 6. SHOP DRAWINGS FOR MSE RETAINING WALL CURVEDUWALLURED SEGMBNOSKS AND SOIL REINFORCEMENT Illlpllllllllll� III„IIII ® hn III IIII Illu,I,llo) 3. STEEL EXPOSED TO WEATHER THAT IS NOT PAINTED SHALL BE HOT-DIP GALVANIZED, UNLESS NOTED OTHERWISE. 7. MATERIALS TESTING REPORTS III ulllnnlnllll II,II.III'I' 3. MECHANICALLY STABILIZED EARTH (MSE) WALL BACKFILL, PER GEOTECHNICAL ENGINEER: IIIIIIIIIIIIIIIIIIIIIIIIIII :;'.,I„I" „I 11„I,.,I11111 3.1 . WELL GRADED, CRUSHED ROCK HAVING LESS THAN 5% PASSING THE No. 200 SIEVE (WASHED ANALYSIS). 4. ALL STRUCTURAL CONNECTION BOLTS SHALL BE ASTM A325, UNLESS NOTED OTHERWISE. HOOKED, HEADED, JOB SITE CONDITIONS AND SAFETY: IllllniiiiiiuII1IuIIIIlII °°'°°ri'4I ` III (IIII!I IIIIII„Ilol Iil N 3.2. WALL BACKFILL AND GROUND SLOPE IN FRONT OF WALL IS LEVEL. THREADED, AND NUTTED ANCHOR RODS SHALL BE ASTM F1554 (Fy = 36 ksi), UNLESS NOTED OTHERWISE. IIII ,iI III,I'.'I"I' H- 1 . CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 10 `IIII nl"'I"I,, o `fi 4. SOIL DESIGN CRITERIA, PER GEOTECHNICAL ENGINEER: DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; IIIIIII111h1 i 'IC,,II,,IV ° THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND IIIIIIIi,,,, II �, o 4.1 . SOLDIER PILE WALLS IIIIIIIIIIIIIIIII oI�IIIi,: 4.1 .1 . PASSIVE PRESSURE: SEE LOADING DIAGRAM FROM GEOTECHNICAL REPORT BELOW THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER AND IT'S REPRESENTATIVE HARMLESSi . ACTIVE PRESSURE: SEE LOADING DIAGRAM FROM GEOTECHNICAL REPORT BELOW FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS SEISMIC PRESSURE: SEE LOADING DIAGRAM FROM GEOTECHNICAL REPORT BELOW PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE ENGINEER. 4.2. MECHANICALLY STABILIZED EARTH (MSE) WALLS 4.2.1 . SOIL DENSITY (IN-SITU): 110 PCF 4.2.2. SOIL DENSITY (BACKFILL): 130 PCF I- 4.2.3. SOIL f (IN-SITU): 32° CD 4.2.4. SOIL f (BACKFILL): 35° L I 4.2.5. Kh: 0.18g p1J 4.2.6. ALLOWABLE BEARING CAPACITY: 2,000 PSF 4.2.7. LIVE LOAD SURCHARGE 200 PSF DURING PERMANENT LOAD CASE (MSE WALL) J CC 250 PSF DURING CONSTRUCTION LOAD CASE (SOLDIER PILE WALL) D LJ SOLDIER PILE WALL GEOTECHNICAL LOADING DIAGRAM Q pF-- L I- CD V-1J I - LJ W 1-1-1® U O H1 - - D- W \ \ /\ 1 1 1 H1 En H2 Err I•••I Fml DRAWONG NO: ;D - f_______ E-K I 16H2 35H, \ 155H2 s 6 SEISMIC ACTIVE PASSIVE NOTE: FOR SURCHARGE LOADING, PRESSURE PRESSURE PRESSURE SEE GEOTECHNICAL REPORT 7 r L7 .\RUCTURA STRUCTURAL OBSERVATION REQUIREMENTS: TABLE 2 TABLE 5 \c' -G PRORFSS/o 1 . THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE OREGON LICENSED REQUIRED STRUCTURAL SPECIAL INSPECTIONS REQUIRED TESTING FOR SPECIAL INSPECTIONS c9 63186PE �y PROFESSIONAL ENGINEER, APPROVED BY THE ENGINEER OF RECORD, TO PERFORM STRUCTURAL INSPECTION TESTING �� / OBSERVATIONS IN ACCORDANCE WITH SECTION 1702 OF THE INTERNATIONAL BUILDING CODE. SYSTEM OR MATERIAL CODE OR FREQUENCY REMARKS SYSTEM OR MATERIAL CODE OR FREQUENCY REMARKS OREGON �Z 2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A IBC CODE STANDARD IBC CODE STANDARD 71- ok REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED REFERENCE REFERENCE CONTINUOUS PERIODIC REFERENCE REFERENCE CONTINUOUS PERIODIC /S V 9' zo CK� CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE O EGOR'�� FABRICATORS GEOTECHNICAL STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE EXPIRES 12/ 31/ 20 RESPONSIBILITY FOR ANY OTHER INSPECTION CRITERIA, INCLUDING SPECIAL INSPECTION, AS SPECIAL INSPECTION IS REQUIRED GEOTECHNICAL ENGINEER TO REQUIRED BY THE BUILDING OFFICIAL OR AS INDICATED WITHIN THE INTERNATIONAL BUILDING FOR STRUCTURAL LOAD-BEARING PERFORM TESTING OF 1803 TESTING PER GEOTECHNICAL REPORT CODE. 1704.2.5 X MEMBERS AND ASSEMBLIES COMPACTED FILL MATERIALS w FABRICATED ON THE PREMISES OF A FILL IN-PLACE DENSITY OR X (A) BY THE GEOTECHNICAL ENGINEER o 3. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL (AND FABRICATOR'S SHOP. PREPARED SUBGRADE DENSITY THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION). THE SPECIAL INSPECTOR SHALL VARIES; AT THE CONCLUSION OF THE STRUCTURAL SYSTEMS, INCLUDED WITHIN THE PERMIT, THE VERIFY THAT THE FABRICATOR CLASSIFICATION STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL AND THE OWNER (AND THE MAINTAINS DETAILED FABRICATION 1705.6 AND TESTING m ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION) A 1704.2.5.1 AND QUALITY CONTROL PROCEDURES MATERIAL VERIFICATION OF X (A) BY THE GEOTECHNICAL ENGINEER > > WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED AND SHALL REVIEW FOR CONTROLLED - _ -3 DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT COMPLETENESS AND ADEQUACY FILL w w BEEN RESOLVED. RELATIVE TO THE CODE MATERIALS OS- REQUIREMENT. CEMENTITIOUS MATERIALS z 4. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE SPECIAL INSPECTIONS REQUIRED BY FABRICATE SPECIMENS AT TIME STRUCTURAL OBSERVER TO PERFORM THE REQUIRED STRUCTURAL OBSERVATIONS. IN ADDITION, SECTION 1705 ARE NOT REQUIRED W z THE CONTRACTOR SHALL NOTIFY THE OWNER AND STRUCTURAL OBSERVER A MINIMUM OF 48 WHERE THE WORK IS DONE ON THE FRESH CONCRETE IS PLACED PRIOR TO CONCRETE o a HOURS BEFORE THE TIME AT WHICH THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PREMISES OF A FABRICATOR va ) � f FABRICATE PERFORMED. IN ADDITION THE CONTRACTOR SHALL UPDATE THE STRUCTURAL OBSERVER OF THE FABRICATORS REGISTERED AND APPROVED TO PLACEMENT, ASTM C172, ONCE EACH DAY FOR A GIVEN CLASS a - c) i- CONSTRUCTION PROGRESS. PERFORM SUCH WORK WITHOUT SPECIMENS FOR STRENGTH TABLE ASTM C31 OF CONCRETE, OR LESS THAN ONCE IF2,E1 v) r TESTS, PERFORM SLUMP AND X FOR EACH 150 YDS OF CONCRETE, _ SPECIAL INSPECTION. APPROVAL 1705.3 ACI 318: 26.5, o J o 5. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING AREAS OF WORK: SHALL BE BASED UPON REVIEW OF AIR CONTENT TESTS, AND 26.12 OR LESS THAN ONCE FOR EACH z a FT2 OF SURFACE AREA FORlii = o 5.1 . FOLLOWING THE DRILLING OF THE FIRST FIVE REPRESENTATIVE SHAFTS, PRIOR TO STEEL THE FABRICATOR'S WRITTEN DETERMINE THE TEMPURATURE 5,000 - a c, PILE PLACEMENT PROCEDURAL AND QUALITY CONTROL OF THE CONCRETE. SLABS/WALLS. ONCE EACH SHIFT z z o 5.2. FOLLOWING THE COMPLETION OF PILES, PRIOR TO CONCRETE LAGGING PLACEMENT MANUALS AND PERIODIC AUDITING OF FROM IN-PLACE WORK OR FROM ® z= Z a 5.3. FOLLOWING THE COMPLETION OF THE MSE WALL LEVELING PAD 1704.2.5.2 FABRICATION PRACTICES BY A TEST PANEL AND MINIMUM ONE o - o 5.4. FOLLOWING THE INSTALLATION OF THE FIRST LAYER OF MSE WALL SOIL REINFORCEMENT. NATIONALLY RECOGNIZED SPECIMEN FOR EACH 50 CUBIC . 0 0 5.5. FOLLOWING THE COMPLETION OF ALL STRUCTURAL ELEMENTS CONTAINED HEREIN ACCREDITING AUTHORITY. AT CONCRETE STRENGTH TABLE ASTM C39 X YARDS. PRECONSTRUCTION TESTS AS z COMPLETION OF FABRICATION, THE 1705.3 REQUIRED PER THE BUILDING SPECIAL INSPECTIONS: APPROVED FABRICATOR SHALL OFFICIAL. SUBMIT A CERTIFICATE OF CONCRETE SLUMP ASTM C143 X V) 1 . AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER SHALL PROVIDE SPECIAL COMPLIANCE TO THE BUILDING CONCRETE AIR CONTENT TABLE ASTM C231 X INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE AS OFFICIAL STATING THAT THE WORK 1705.3 OUTLINED IN THE TABLES ON S-2 AND S-3 FOR THE STRUCTURAL SYSTEMS OUTLINED HEREIN. WAS PERFORMED IN ACCORDANCE CONCRETE TEMPERATURE ASTM C1064 X ALL OTHER ELEMENTS SHALL COMPLY WITH THE SPECIAL INSPECTION & TESTING REQUIREMENTS WITH THE APPROVED CONSTRUCTION IBC 1910.10: SPECIMENS SHALL BE OF CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. DOCUMENTS. TAKEN FROM THE IN-PLACE OR CEMENTITIOUS MATERIALS FROM TEST PANELS, AND SHALL BE 2. THE TESTING AGENCY SHALL PROVIDE THE ENGINEER OF RECORD, THE OWNER, AND THE SHOTCRETE STRENGTH 1908.10 ASTM C42 X TAKEN AT LEAST ONCE EACH BUILDING OFFICIAL COPIES OF ALL RELEVANT TEST REPORTS AND SPECIAL INSPECTIONS. TOLERANCES AND REINFORCING BUT NOT LESS THAN ONE FOR SHIFT,ACH INSPECT REINFORCEMENT, ACI 318: PLACEMENT PER ACI 318 26.6; I . INSPECTIONS: TABLE SPACING LIMITS FOR REINFORCING 50 CUBIC YARDS OF SHOTCRETE Cl) INCLUDING PRSTRESSING 1705.3, CH. 20, 25.2, TENDONS, AND VERIFY 25.3, X ACI 318 25.2 7 PLACEMENT 1908.4 26.5.1 -25.6.3 PROTECTION OF REINFORCEMENT PER SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 1704 SHALL BE PROVIDED FOR THE ITEMS IN THE e FOLLOWING TABLES. ACI 318 20.6 TABLE 1705.3, Q TABLE 1 ACI VERIFY USE OF REQUIRED MIX 1904.1 , 318:CH. X REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS DESIGN(S) 1904.2, 19, 26.4.3, U 1908.2, 26.4.4 INSPECTION 1908.3 W CL SYSTEM OR MATERIAL IBC CODE CODE OR FREQUENCY REMARKS INSPECT CONCRETE PLACEMENT TABLE STANDARD FOR PROPER APPLICATION 1705.3 ACI 318: 26.5 X REFERENCE REFERENCE CONTINUOU PERIODIC TECHNIQUESTT�� VERIFY MAINTENANCE OF TABLE ACI 318: v) SOILS SPECIFIED CURING TEMPERATURE 1705.3, 26.5.3 - X (A) C 0 w N GEOTECHNICAL AND TECHNIQUES 1908.10 26.5.5 -� Q o eN INVESTIGATION SHALL INSPECT FORMWORK FOR SHAPE, W )TABLE INCLUDE ITEMS OF LOCATION, AND DIMENSIONS OF TABLE ACI 318: hn GEOTECHNICAL Ch (1) 1705.6, SPECIAL INSPECTION THE CONCRETE MEMBER BEING 1705.3 26.11 .1 .2 X (A) INVESTIGATIONS ■ 1803 AND TESTING AS FORMED 1.- NOTED IN TABLE 5 STEEL immomm OF THE GUIDELINES -� zz Q VERIFY EXCAVATIONS ARE REFER TO INSPECTION OF (13 � - o EXTENDED TO PROPER TABLE FABRICATION OF STRUCTURAL FABRICATOR REQUIREMENTS ^, co DEPTH AND HAVE REACHED 1705.E X ELEMENTS 1704.2.5.1 AISC 360 N2 X W o PROPER MATERIAL APPROVAL BASED ON NATIONALLY �( ct RECOGNIZED ACCREDITING AUTHORITY PERFORM CLASSIFICATION TABLE TESTING OF ASTM A6 COMPACTED FILL AND TESTING OF 1705.6, X MATERIALS (SEE ASTM COMPACTED FILL MATERIALS 1803.5.1 TABLE 5) STANDARDS 1705.2.1 SPECIFIED IN VERIFY USE OF PROPER MATERIAL VERIFICATION OF 2203.1 CONSTRUCTION X CERTIFIED MILL TEST REPORTS ~ MATERIALS, DENSITIES AND BY THE STRUCTURAL STEEL TABLE DOCUMENTS U LIFT THICKNESSES DURING TABLE X GEOTECHNICAL 1705.2 W PLACEMENT AND 1705.6 AISC 360 N3.2 COMPACTION OF COMPACTED ENGINEER AISC 360 A3.1 FILL AISC 360 M5.5 PRIOR TO PLACEMENT OF FOR OTHER STEEL, IDENTIFICATION F CC COMPACTED FILL, OBSERVE MARKINGS TO CONFORM TO ASTM APPLICABLE I ° I SUBGRADE AND VERIFY THAT TABLE X STANDARDS SPECIFIED IN THE TABLE ASTM MATERIAL X MANUFACTURER'S CERTIFIED TEST I� 1705.6 1705.2 REPORTS SITE HAS BEEN PREPARED APPROVED CONSTRUCTION STANDARDS < CL CL e- PROPERLY. DOCUMENTS I W Z ICI W Do CD CL F- Li (3 (/ �') �1■ 4111 Air" Pli r,Ma DRAWING NO: S 2 / / OF L7 �(cso PROFFS ,_ F.NGINE4 /O 63186PE Cr OREGON 6 7� 71, s 2°°k <a- S cREGOR'(�° EXPIRES 12/ 31/ 20 I I I I I I w 1— a 0 H- 0 4 1 III 7 NOTE: / co 1 . SP = SOLDIER PILE, SEE S4 / o \ FOR SCHEDULE / 2. CONTRACTOR SHALL VERIFY PILE / w w LOCATIONS DO NOT CONFLICT WITH / / z w ANY NEW OR EXISTING UTILITIES. / 0 a / va -J & PUBLIC UTILITY * w - (3 N EASEMENT / �p a _ X -XPGS c.o = a z ��\N- EGG\ G z — — — „ OC. X �pR OF w azo g'—� / �� FPG� ® U w FENCE o ROW 8 RADIUS - isAiGNME� x X o z z NT o I 19 SPACES © 8'-0" o.c. MAX SEE CNII- FOR= X / /� P28 ® L...1 , °° 152'-0" =X X X 66/ SP27 Z L x x x x x x x x x x x x - x x x x x x x x x x x x x x x x x X �ogo'''""gggggIP26 II 0_� °°°°°7 P25 —� SP24 SP1 SP2 SP3 SP4 SP5 SP6 SP7 SP8 j SP9 SP10 SP11 SP12 SP13 SP14 SP15 SP16 SP17 SP18 SP19 SP20 SP21 SP22 FACE OF ALL WALL B I . PILES PARALLEL TO 2'-0" DIA. LEAN ALIGNMENT AT PILE WALL B CONCRETE DRILLED w 1 SHAFT, TYP. UNLESS 0 NOTED OTHERWISE 0 S4 U ^Z w O 3 CD wZCD 7- 0 oww 7F Izo O Y N CC O 0 / 0 11- -A- _---- LU O O — rY - p�.�,ll., 0 — + - - - - - - - — + - - - - - - 41"......III CD N ► nluml"I" w N lir "I o w SW TECH II IIIII P hip r' CENTER DRIVE .-.1- 1— IIIIII IIIIIIIIIIIIIIIIIIII iln��.������, 0 Z_ IIIIIIIIIIIIIIIIIIIIIIIIIII I'".°°°. z O u) IIIIIIIIIIIIIIIIIIIIIIIIIII ii�ml n o w 1- o FINAL BLOCK MAY VARY �IIIII'I�III��� IP�,.,,III/II '— 4 .. z O m 3'-10Y8," WIDE REDI—ROCK FROM STANDARD LENGTH IIIlllllllpl 4n�I:: w 00 Y RETAINING BLOCKS OR €0AS NEEDED TO CREATE niliIIIII n,,,,,o iI z APPROVED EQUAL 176'-0" TOTAL WALL Illlll�nui a a (NJ O LENGTH. IllpppolUlllll �I�III,,. w S5 .1=======MMMMMIIMMMMMMMMMMMMMMMIEM============MM. W O R K L I N E © FRONT FACE 7iM IL OF RETAINING BLOCKS- (E) SOLDIER PILE \ CD WALL BY OTHERS WALL A ROW LU > i 1— ®! n 176'-0" - ® LIJI pip V) 0 1— UJ = DOJECT PLAN VIEW 1 1- Lii Q LI 1/8" = 1 '-0" L . , Li ® Q Li U V) 1 s d I1 r� V 11 Wilk a. DRAWONG NO: S 3 45 of 47 f OSOLDIER PILE SCHEDULE PE OFFSET TO FINISHED FINISHED GRADE PILE SHAFT PILE PILE SOLDIER PILE CONCRETE SHAFT TO TOP OF TOP OF BOTTOM OF LENGTH OF SHAFT TIP LAGGING �� OREGON Z STATION GRADE AT BACK AT FRONT OF OF WALL WALL STEEL PILE k NUMBER DIAMETER SECTION ALIGNMENT SECTION vG �� 9 2°° (FT.) ELEV A (FT.) ELEV B (FT.) ELEV C (FT.) ELEV D (FT.) ELEV E (FT.) ELEV F (FT.) SCREGOR'(�G� SP1 2'-0" W14X68 41 +93.86 L29.53 170.42 167.22 167.22 166.55 164.55 11 .08 159.34 EXPIRES 12/ 31/ 20 SP2 2'-0" W14X68 42+01 .86 L29.53 170.61 169.92 169.92 166.34 164.34 20.54 150.07 NOTE: PILE SHAFTS SHALL BE SP3 2'-0" W14X68 42+09.86 L29.53 170.64 170.11 170.11 166.10 164.10 23.50 147.14 F- DRY AND/OR DEWATERED PRIOR SP4 2'-0" W14X68 42+17.86 L29.53 170.66 170.14 170.14 165.84 163.84 23.50 147.16 n TO POURING CDF/PLC MATERIAL. z_ IF TREMIE CONSTRUCTION SP5 2'-0" W14X68 42+25.86 L29.53 170.66 170.16 170.16 165.56 163.56 23.50 147.16 C.3 METHODS ARE REQUIRED, THE >- z c� SP6 2 -0 W14X68 42+33.86 L29.53 170.84 170.14 170.14 165.25 163.25 23.50 147.34 m CO) CONTRACTOR SHALL PROVIDE 3 q STEEL w PROPOSED PROCEDURES FOR SP7 2'-0" W14X68 42+41 .86 L29.53 171.11 170.34 170.34 164.93 162.93 26.41 144.70 > > Cl) STEEL © SOLDIER PILE z o REVIEW BY THE FOR FOR REVIEW - -3 SOLDIER PILE w TOP OF STEEL PILE ELEV. AND LIFTING Y PRIOR TO CONSTRUCTION. SP8 2'-0" W14X68 42+49.86 L29.53 171 .15 170.61 170.61 164.58 162.58 29.27 141.88 w w z li` SHALL EQUAL TOP ELEV. OF L`' =, o HOLE o Q SP9 2'-0" W14X68 42+57.86 L29.53 171 .15 170.65 170.65 164.20 162.20 29.27 141.88 Y 1-1-1HIGHER ADJACENT LAGGING < Lo z o CC < MEMBER, EXTEND PAST TOP -/ / SP10 2'-0" W14X68 42+65.86 L29.53 171 .15 170.50 170.50 163.81 161 .81 29.27 141 .88 0 0 »» OF SHAFT AS REQUIRED (-6 5/16 TYP. _ TOP OF SOLDIER PILE SP11 2'-0" W14X68 42+73.86 L29.53 171.00 170.17 170.17 163.40 161.40 29.27 141.73 Z a @ 2'-0"0 i ELEV. A o w DRILLED SHAFTS I SP12 2'-0" W14X68 42+81 .86 L29.53 170.67 169.86 169.86 162.99 160.99 29.27 141.40 7 6" MIN. FINISHED GRADE TOP OF CONCRETE FINISHED GRADE TOP OF SP13 2'-0" W14X68 42+89.86 L29.53 170.36 169.59 169.59 162.58 160.58 32.09 138.27 r SHAFT TO MATCH bj TO TOP OF LAGGING AT BACK OF WALL CONCRETE SHAFT z a z (E) GRADE \\ \\ \ \\ ELEV.0 ELEV. B SP14 2 -0 W14X68 42+97.86 L29.53 170.09 169.41 169.41 162.17 160.17 32.09 138.00 = o 1 / ///�/// / / SP15 2'-O" W14X68 43+05.86 L29.53 169.91 169.20 169.20 161.76 159.76 32.09 137.82 0.1 z a Z EXISTING GRADE \S4 2"0 HOLE TO BE /\ ® = w SP16 2 -0 W14X68 43+13.86 L29.53 170.17 168.94 168.94 161 .34 159.34 32.09 138.08 c -' a DRILLED PRIOR TO FACE OF PRECAST o - o �N�� �� PAINTING / CONCRETE LAGGING SP17 2 -0 W14X68 43+21 .86 L29.53 170.17 169.67 169.67 160.93 158.93 34.10 136.07 z o // // //� �� X� /\\ SP18 2'-0" W14X68 43+29.86 L29.53 170.17 168.59 168.59 160.52 158.52 34.10 136.07 z o z / /\/� \ SP19 2 -0 W14X68 43+37.86 L29.53 169.09 168.14 168.14 160.11 158.11 34.10 134.99 u_ / //\ < SP20 2'-0" W14X68 43+45.86 L29.53 168.64 167.68 167.68 159.75 157.75 32.09 136.55 V) NATIVE MATERIAL / / ////\/ SP21 2 -0 W14X68 43+55.17 L29.53 168.18 167.21 167.21 159.35 157.35 32.09 136.09 FACE OF STEEL et et SP22 2'-0" W14X68 43+64.57 L29.53 167.71 166.60 166.60 158.94 156.94 32.09 135.62 PRECAST CONCRETE , SOLDIER PILE SP23 2'-0" W14X68 43+73.97 L29.53 167.10 166.00 166.00 158.54 156.54 32.09 135.01 LU LAGGING PER 1/S-4 a 2/ FLANGE SP24 2'-0" W14X68 43+83.38 L29.53 166.89 166.39 166.39 158.14 156.14 34.10 132.79 11 MANUFACTURED DRAINAGE y SP25 2'-0" W14X68 43+92.78 L29.53 166.89 164.80 164.80 157.74 155.74 32.09 134.80 MAT CENTERED BETWEEN SP26 2'-O" W14X68 44+02.18 L29.53 165.30 163.92 163.92 157.38 155.38 29.27 136.03 _I EACH SOLIDER PILES ° 0.1 O. a d SP27 2'-0" W14X68 44+11 .58 L29.53 164.42 161.23 161 .23 157.07 155.07 23.50 140.92 < SP28 2'-0" W14X68 44+20.98 L29.53 161 .73 158.55 158.55 156.80 154.80 14.36 147.37 CIL FINISHED NOTE: VERIFY ALL GEOMETRY WITH CIVIL DRAWINGS BEFORE FABRICATION AND CONSTRUCTION. Li = FINISHED GRADE © - / _GRADE oilk FRONT OF WALL / _ /� V o1 ELEV. D �LI J ` � �` J BACKFILL VOIDS BEHIND LAGGING WRAP FACES OF LAGGING IN j/� j/\//\\�/\\� w/ A FREE DRAINING MATERIAL WATERPROOF CONTACT WMEMBRAITH INEL WIAT » /\/ STEEL SOLDIER PILE PER AS APPROVED BY THE ENGINEER �2 \0\ MIN./ //\/� SCHEDULE ON S-4, CONTRACTOR'S OPTION, REMAINING \ \ \/\/\/\ 3 MIN. LAGGING MAY INSTEAD PORTION OF .o, / / / / / CENTER O N SHAFT, PAINT `°' BOTTOM OF ,\\ \ \\\\\� FROM TOP OF PILE TO CLEAR HAVE WATERPROOF GASKETS SOLDIER PILE T� AL LAGGING ELEV. / // Jam/ // // / BOTTOM OF LAGGING MANUFACTURED DRAINAGE MAT STEEL BETWEEN ALL PLANKS. GI SHAFT v) CD ELEV. E a �j\\\\j�\/�\/ - CENTERED BETWEEN EACH SOLDIER SOLDIER PILE .� N , PILE, INSTALLED IN 4'-0" LIFTS -6 5/16" TYP. �, ,,,, /1 1 %l, /1 -� Q o eN AS EXCAVATION PROGRESSES © 2'-0"cD 4'-C" MIN. ^, o l liw sa) p.. , DRILLED SHAFTS r W r� e.00000see� A - - - �000°o°0000.°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°.°. . .. _ °°° °°°°°1p°°°°°°°°°°°°°°°°°°°°°°�, . . � 140 11 , FINISHED GRADE I STEEL SOLDIER PILE PER ° WEEP HOLE - i - °^^°/^°^^^^^^^°^°/^o^o^^ - °^ °^^^^^^ - �'- o FINISHED GRADE I I WORKLINE © Z SCHEDULE, CENTER ON a AT FRONT OF WALL DRAIN \ I " �" " 5" MIN. N. 1 / " FACE OF LAGGING CU Co SHAFT, PAINT FROM TOP OF $ FACE OF PILE TO BOTTOM OF LAGGING ELEV. D �� PRECAST \ / o w ..i^, w PER SPECIFICATIONS. PAINT C O�� ���� �� �� �� #5 @ 6 o.c. VJ 4 CONCRETE o HORIZONTAL STEEL SOLDIER PILE m / f MANUFACTURED PER SCHEDULE, CENTER BEFORE LAGGING IS � %/ // // // \� -� j�- -, LAGGING INSTALLED. \ \ \ \ \ \/ \ 2'-0"� LEAN 3 MIN. © 12" o.c. DRAINAGE MAT CHIP OUT SHAFT ON SHAFT, PAINT FROM / / CONCRETE DRILLED BEARING VERTICAL \\ \ \ \ \ VECENTERED BETWEEN BACKFILL TO TOP FACE OF PILE TO EACH SOLIDER PILE PLACE LAGGING BOTTOM OF LAGGING / SHAFT, CENTERED LENGTH \ i 0 N PILE\ \ \ \ \\ WALL PLAN DETAIL 2 2'-0"0 LEAN 1 " = 1 '-0" S4 U CONCRETE DRILLED BOTTOM OF \ \ \ \ \ \\ � SHAFT, TYP. UNO. LAGGING �j 5" MIN. ELEVE \(// - / \/\//\ o°c 3 >> rTh 1- II: o°c /4 CHAMFER LL] o_:) oo� 3"0 PVC WEEPHOLES °oc CENTERED BETWEEN p � I AL SHAFT TIP 3 CLEAR PREFABRICATED o°c PILES ELEV. F MIN, 6" MAX DRAINAGE MAT °oc LiJ oo o c HORIZONTAL I I w 0 SOLDIER PILE WALL SECTION A WALL SECTION DETAIL 1 0°C 2% ›- (3= E 1/2" = 1 '-0" S4 1 1/2" = 1 '-0" S4 °f1- 1 - I� i #5 ERT��ICAL 12" o.c. 2'-0"V ~ j LI U (/') I- _ 6" MAX. FINISHED r . ' GRADE PRECAST KEY BETWEEN 2" CLR. LAGGING UNITS, OMIT MIN AT TOP PRECAST UNIT II AND CHAMFER CORNERS ropi MEP 94 r.a # ' WEEP HOLE DRAIN DETAIL 3 PRECAST LAGGING SECTION DRAWING NO: ,, ES4 3 = 1 -0 1 1/2" = 1 '-0" cp /I �l -- / 6 of L7 _ 0cTUR4 <-`O,ED PROFESS cN LNGINE4. /0 A-v 63186PE 6 7. CREGOR'( EXPIRES 12/ 31/ 20 0 1- 0 CHAIN LINK FENCE PER MOVE BLOCKS FORWARD DURING INSTALLATION TO CIVIL SHEETS. SEE MSE 0 WALL NOTE 4 ENGAGE SHEAR KNOBS MSE RETAINING WALL SCHEDULE III III 12" OF 3/4" TO Y4" CRUSHED FILL PER 0` BATTER BETWEEN NUMBER OF NUMBER OF MINIMUM SOIL W ROCK COURSE DIRECTLY CIVIL SHEETS COURSES WALL HEIGHT* BLOCKS, BLOCKS W/SOIL w w ROADWAY CURB PER HMSE REINFORCEMENT SOIL REINFORCEMENT TYPE REINFORCEMENT SHEETS C4 & C11 BEHIND WALL PER GEOTECH VERTICAL (FROM BOTTOM) LENGTH, "L" RECOMMENDATIONS z _I WALL A WORKLINE o 12" MIRAFI 5XT GEOGRID a C J v! 0 -0 ' TO 3'-0" 2 1 2'-3" — c� 1- (OR EQUIVALENT) w va cn ROADWAY DETAILS m T J ° m m mHI-III-III III=III=1 ° t 12' MIRAFI 5XT GEOGRIDc� _l a c-, PER CIVIL SHEETS \ I-III-III-III-III-III-III-111-111-11-111-111-111-111-111-111-111-111-1 11 1 ° 3 -0 ' TO 4'-6" 3 2 3'-3'' z 111-111=111=111=111=111=111=111=111 111-111-111-111-111-III IIII111 111 I11 III- (OR EQUIVALENT) - = o A 111 d 1-111=d 1;,III, 11 w1� • boa , I , a �����,• I�I�I I I oI I. A a ° ° 1 '-6'' 12" MIRAFI 5XT GEOGRID z a z o A R) Oo Oo I t �tggg ° s TYP. 4'-6'' TO 6'-0" 4 3 (OR EQUIVALENT) :-:i o z z a ° a a a r�0 O O O •-• • a ° ° ° •.����• We r1440. 28" PRECAST - o ° 12 MIRAFI 5XT GEOGRID ° a :moo 0 0 0 • ti . • . . a MODULAR BLOCK Z o J� ��• : : ��� a �.���4 . ..-. . ° WALL (REDI ROCK 6'-0" TO 7 -6 5 4 (OR EQUIVALENT) - o z 4t. _� = = = = = = = ' °, ° OR EQUIVALENT) `` �o_.•o wo wo Al"-.•o wo .��gkik-: .��w 12 MIRAFI 5XT GEOGRID �aw•.�.�.r ° 7 -6 TO 9'-0" 6 5 (ORA EQUIVALENT) 6 -6 PAVEMENT SUBGRADE � � •�•�•�•�•�•� ��; 0 0 0 �������c(7.7.7.7.7.74-• - ° WALL HEIGHT H PER GE0TECH - • I < a1 MSE 12" MIRAFI 5XT GEOGRID „ ��� ..�O�ouO�ou0�0 •-• • .• • .•- SEE MSE RETAINING 9 -0" TO 10 -6 7 6 7 -6 �� ��� (OR EQUIVALENT) RECOMMENDATIONS �O O O iI`�/`' /`�/`�/co�• ��������������� ° 0 0 0 - - IIIIII .- ° WALLSCHEDULE UNDISTURBED NATIVE SOIL ����.. Ocdcdc �ii �O •-•-•-•-•-• -• - (VARIES) * WALL HEIGHT MEASURED FROM SOIL GRADE AT THE BASE OF THE WALL TO TOP OF RETAINING OR FILL PER GEOTECH �� �� �"'-•-•-•-•-•-•-•- ° \ c 0 �- V- a- i- �- �- A- A WALL. SUBGRADE PORTIONS OF THE WALL ARE NOT INCLUDED IN THE TABULATED WALL HEIGHT RECOMMENDATIONS !ivv�ivviivviivviivv�ivv�ivviivviiv: O�ou o C o o :,. _• :! :! _•:..:! A _ ���%i%�%�%�%i%ii 1���%I�w�����I> • • •- • • •�. r A �\ A RANGES. vvvv�vv�vv�vv�vv; . . .� a - � , ,, MINIMUM: W \\ i\\i\\i\\i\ice w r •-• • .• • •-• ° ,�,/\/,\/,\ , o 0 0 0 0 0 0 A����������i��, ° i ° ° a\\/,\ LEVEL GRADE = 2 -0 MSE WALL NOTES NON-WOVEN GEOTEXTILE FILTER /\////���/��\Pc0c0c0c0C0�• ::•:•:•:•:•:.- a \��\��\�\\�� SEE GEOTECH 1 . ALL MSE WALLS OF VARYING HEIGHT SHALL CONFORM TO THE REQUIREMENTS OUTLINED IN THE FABRIC BETWEEN DRAINAGE \����\\��\\��\\��\��O�O�O�O�O�o�-;;:�:����:�R ° %��4�\\%\\\�\/ RECOMMENDATIONS MSE RETAINING WALL SCHEDULE. ALL BLOCKS OF MSE WALLS SHALL BE LEVEL. TOPS OF WALLS J W COURSE AND BAC K FI LL PER \��\��\�\\�\\��\ • -�•�!�!�•�.�•.� °a \\�\\�\\�\\�\\�\\�\\�\\�\; GEOTECH RECOMMENDATIONS \ \ \ \ \�i 0�������� .4P ' ' ' ° ����������������������/\< MAY BE STEPPED TO MATCH SOIL GRADE. %/�%i 2. MAXIMUM (1) BLOCK MAY BE FULLY BURIED BELOW GRADE. ���\� ��\ �p ����� ��� � �. ° 3. FOR ALL LAYERS, SOIL REINFORCEMENT LENGTH, 'L', SHALL BE THE DISTANCE FROM THE BACK > 0 /\ \�\\� 0 0 0 0 0 0 0���������������� a EDGE OF THE BLOCK LAYER TO THE END OF GEOGRID REINFORCEMENT. BACKFILL PER GEOTECH \\�\\�\\�\\�\\������������� .�. �. �. �. �. A • a° 4. POST INSTALLED FENCES ATOP WALLS SHALL BE INSTALLED PER ODOT ANCHORAGE REQUIREMENTS. z RECOMMENDATIONS \ \\\\\\\\ a►w•w�..www�.�w •Pz• • • • • •- _ ' E.O.R. SHALL BE NOTIFIED PRIOR TO ANCHORING TO WALLS. ��%\%\%�•,•• • •�� �1=7 - ° ° 5. E.O.R. SHALL BE NOTIFIED OF NON-STRUCTURAL ELEMENTS AND UTILITIES THAT PRESENT w \/�\\\W�ouO�O�ouou0�l• . 6 MIN. CONFLICTS WITH SOIL REINFORCEMENT ZONES AND MSE WALL BLOCKS PRIOR TO CONSTRUCTION. (f) SOIL REINFORCEMENT PER �. �s �•, �• �• �• �,����g��������������� 6. GRADE ATOP MSE WALL SEGMENTS SHALL BE FLAT. SCHEDULE, WRAPPED THROUGH • • • ' • • • •'•'•'.•'.•-•-•-•-•'• BLOCK PER BLOCK 4 PERFORATED DRAIN imsh okop SHEET NOTES MANUFACTURER, TYP PIPE, SLOPE TO DRAIN UNREINFORCED 1 . THE RETAINING WALL SHOWN VARIES IN HEIGHT ALONG ITS LENGTH. REFER TO CIVIL SHEETS FOR CONCRETE LEVELING PAD WALL ELEVATIONS. III"'I � 8" 2'-4„ - 6„ III„IIIIIIIIil 2. THE WALL SECTIONS SHOWN REPRESENT GENERAL WALL CONFIGURATIONS. THEY DO NOT SHOW THE III,II,.,I„I,. o TALLEST WALL SEGMENTS ALONG THE LENGTH OF THE WALLS. REFER TO THE SITE PLAN ON S3 CZ Li cal SOIL REINFORCEMENT LENGTH, AND WALL SCHEDULES FOR MORE INFORMATION. ;,11,:l.:11.:':'11'1' ,,, , ~a oL, SEE MSE WALL SCHEDULE MIN. 12" THICK COMPACTED CRUSHED 3. ROADWAY AND SITE FEATURES ARE GENERICALLY SHOWN FOR REPRESENTATIVE PURPOSES ONLY. I11 11II " YIROCK BELOW WALL FOOTING PER REFER TO CIVIL SHEETS FOR MORE INFORMATION. IIIIIIIIIIIIIII GEOTECH RECOMMENDATIONS IIIIII IIIIIIIIIIIIIIIIIIII llnllalllll� IIIIIIIIIIIIIIIIIIIIIIIIIII II °°°: MSE ,I 111111�1111111 RETAINING WALL SECTION IIIIIII+IIiIIIIIIIIIIIIII' pllallq.y O O III IIII I IIIII,IIIIII Iil A hi I�e�.���� ~ 00 1 " = 1 '-0" S5 0 IIIIIIIIIIIII in, ,I, w IIIIIIIIIII IIr,I,Inll' O J END OF PRECAST Illllllnul ,,; aCC IIIIIIIIIIIIIIIII iIIIII,. o_ MODULAR BLOCK WALL L3x3x3/$", MATCH LENGTH TO HEIGHT OF MSE WALL INTERFACE. COMPRESSIBLE RUBBER SEAL. MUST I— ACCOMMODATE Y4" MIN WALL MOVEMENT. U SUBMIT PROPOSED PRODUCT SPECIFICATION LIJ TO ENGINEER FOR APPROVAL. u_J CC EXISTING HP12x53 I-7 I i— CC 0_ Li D Li PILE, OR SIMILAR. OC V) VERIFY IN FIELD. Q I-- I— V_I_J _ pi_-- w 2"-12" 1 /4 J U w ® � 0 /)212 / 1 /4 :- F U W - (-) cryI— I } ° • ° 110- II EXISTING CONCRETE 3" WIDE SHIM. 2"-12" N 1 /4 HILTI KB-TZ STAINLESS LAGGING THICKNESS AS NEEDED STEEL. Y2" DIAMETER 1110- WITH 3Y4" EMBED. SPACE Err .1 I Y2"x6". MATCH LENGTH TO 2"-12" / 1 /4 VERTICALLY @ 9" o.c. rrr HEIGHT OF MSE WALL INTERFACE. DRAWONG NO: MSE INTERFACE WITH EXISTING WALL , 5 ...__ 1 " = 1 '-0" 0 4 / of 47