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Plans (48) FPS2018 -00072 SITE DETAILS iN.y�E CEJ V ' tii Otak X X C5.00 STREET DETAILS /Aj X X C5.01 STREET DETAILS .JUN 2I 2018 i I- L'-J x x C5.02 STREET DETAILS Otak Inc CITY OF TIGARD , W x X C5.03 STRIPING DETAILS al�]LDm' 808 SW Third Avenue, Ste. 30 FIELDS APARTMENTS LLJ V) G DIVISION Portland, OR 9720 STORM&SANITARY UTILITY DETAILS 503. 287. 682 (n Of J x R X C5.10 STORM AND SEWER DETAILS I www.otak.corr IMPROVEMENT PLANS W � L x R X CS,, STORM STRUCTURE DETAILS �.0 PROF W W FOR REVIEW / APPROVAL X R X C5.12 STORM WATER DETAILS ��� GINE Q � � R FOR REFERENCE ONLY (NOT PART OF PERMIT; C5.13 STORM a E 9 1 WILL NOT BE INCLUDED WITH AS-BUILTS) X R X 91573PE W W _ X R X C5.14 STORM LIDA DETAILS j ,- v � � TIGARDOREGON m > > []=NOT INCLUDED R X X C5.15 CONTECH DETENTION DETAILS-NORTH SYSTEM y�AO GOND :D Elf CO SHEETINDEX R X X C5.16 CONTECHDETENTIONDETAILS-NORTH SYSTEM T13, ti � R X X C5.17 CONTECH DETENTION DETAILS-NORTH SYSTEM GENERAL R X X C5.18 CONTECH DETENTION DETAILS-NORTH SYSTEM EXPIRES: 12/31!2019 X R R C0.0 COVER SHEET R X X C5.19 CONTECI-I DETENTION DETAILS-SOUTH SYSTEM STAMP x x x C0.1 CITY OF TIGARD GENERAL NOTES R X X C5.20 CONTECH DETENTION DETAILS-SOUTH SYSTEM x x x C0.2 GENERAL NOTES R x x C5.21 CONTECH DETENTION DETAILS-SOUTH SYSTEM X X X C1.0 EXISTING CONDITIONS PLAN R X X C5.22 CONTECH DETENTION DETAILS-SOUTH SYSTEM W PROPERTIES' LLC x x x C1.1 OVERALL SITE PLAN WATER UTILITY DETAILS OLM X X C1.2 FIRE ACCESS PLAN X R C6.00 WATER UTILITY DETAILS X R PC6.01UBLIC WATER UTILITY DETAILS C1.3 OVERALL GRADING PLAN X X X PUBLIC IMPROVEMENTS(LANDSCAPE) X X R C1.5 PRELIMINARY PLAT x LS1.0 SW HUNZIKER&76TH AVE LANDSCAPE PLAN GRADING PLAN x LS1.1 WALL STREET LANDSCAPE PLAN O CONSULTANT CO " ? x C2.00 GRADING PLAN-SHEET 1 OF 8 x LS1.2 PLANT SCHEDULE&DETAILS - �e ° x C2.01 GRADING PLAN-SHEET 2 OF 8 x LS1.3 NOTES AND DETAILS x LS2.0 SW HUNZIKER STREET TREE&SOIL VOLUME PLAN �3� I X C2.02 GRADING PLAN-SHEET 3 OF 8 X C2.03 GRADING PLAN-SHEET 4 OF 8 x LS2.1 SW WALL STREET TREE&SOIL VOLUME PLAN C 1J 1 I ST x LS3.0 LIDA FACILITY PLANTING PLAN A v / x C2.04 GRADING PLAN-SHEET 5 OF 8 X LS3.1 LIDA FACILITY PLANTING PLAN B X C2.05 GRADING PLAN-SHEET 6 OF 8 LU x LS3.2 LIDA FACILITY PLANTING PLAN C X C2.06 GRADING PLAN-SHEET 7 OF 8 x LS3.3 LIDA FACILITY DETAILS � 11' X C2.07 GRADING PLAN-SHEET 8 OF 8 PUBLIC ILLUMINATION PLANS R p SW VARNS STREET X C2.10 ROAD PROFILES-DRIVE AISLE 1, 1+00-i6+00 X IL-01 ILLUMINATION NOTES AND DETAILS 0 X C2.11 ROAD PROFILES-DRIVE AISLE 1, 16+00-20+10,DRIVE AISLE 2 X IL-02 ILLUMINATION PLANS ' x IL-03 ILLUMINATION PLANS HC2.12 ROAD PROFILES-DRIVE AISLE 3 DRIVE AISLE 4,1+00-6+75 X cc EROSION CONTROL PLANS X C2.13 ROAD PROFILES-DRIVE AISLE 4,6+75-12+60 x x EC0.0 COVER SHEET&GENERAL NOTES C2.2 WALL ST WALL STA 84 TO X C2 20 WALL ST WALL STA 0+0 TO 6250 X X EC1.0 CLEARNING&DEMOLITION PLANS :O v x 6+ +01 x x EC1.1 CLEARING&DEMOLITION PLANS X R C2.22 POND WALL x X EC2.0 GRADING,STREET,AND UTILITY CONSTRUCTION UU ' -11 \\\PROJECT x C2.23 WALL PROFILES-WALLS A,B,C x x EC2.1 GRADING,STREET,AND UTILITY CONSTRUCTION _ SITE �� x X X EC3 C2.24 WALL PROFILES-WALL D .0 EROSION CONTROL DETAILS x C2.25 WALL PROFILES-WALL E,WALL F X X EC3.1 EROSION CONTROL DETAILS LL x C2.30 GRADING SECTIONS LANDSCAPE PLANS �! R X L1.0 OVERALL LANDSCAPE PLAN PUBLIC IMPROVEMENTS(ROADWAY) Alla x 1-1.1 CLUBHOUSE LANDSCAPE PLANQ Z x C3.00 TYPICAL CROSS SECTIONS x 1-1.2 BUILDING 4&6 LANDSCAPE PLAN O x C3.01 SW HUNZIKER ST 10+00 TO STA 14+38.22 x 1-1.3 BUILDING 5&6 LANDSCAPE PLAN LUW x C3.02 WALL STREET STA 31+25 TO STA 36+50 x LI A LANDSCAPE PLAN a O W x C3.03 WALL STREET STA 36+50 TO STA 41+85 x 1-1.5 LANDSCAPE PLAN Q X C3.04 SW 76TH AVE TRAIL x L1.6 LANDSCAPE PLAN Q �/ x C3.05 HUNZIKER STREET STRIPING AND SIGNAGE PLANS x -1.7 LANDSCAPE PLAN O 0 LL x 1-1.8 LANDSCAPE PLAN j , J VICINITY MAP SITE PLAN x 11.9 LANDSCAPE PLAN 0 OffW X R C3.10 SITE PLAN-SHEET 1 OF 4 W W O x L1.10 LANDSCAPE PLAN _ N.T.S. x R C3.11 SITE PLAN-SHEET 2 OF 4 x L1.11 LANDSCAPE SCHEDULE VU LU r , PROJECT MAP X R C3.12 SITE PLAN-SHEET 3OF4 x L1.12 LANDSCAPE DETAILS Lim �/ �•J APPLICANT/DEVELOPER STORMWATER ENGINEER N.T.S. x R C3.13 SITE PLAN-SHEET 4OF4 x -1.13 LANDSCAPE DETAILS TITLE PUBLIC UTILITY PLAN x L1.14 LANDSCAPE DETAILS # DATE DESCRIPTION NAME: DBG PROPERTIES, LLC NAME: OTAK, INC. CONTACT: WALTER"SKIP"GRODAHL CONTACT: TAMARA CONNOLLY, PE, CWRE X R ca.00 SW HUNZIKER STREET x -1.1s LANDSCAPE DETAILS ui $ ADDRESS: 2164 SW PARK PLACE ADDRESS: 808 SW THIRD AVENUE, SUITE 300 x R 04.01 SD01 LINE STA 600+00 TO 604+50 x -1.16 LANDSCAPE DETAILS Q PORTLAND, OR 97205 PORTLAND, OR 97204 x R C4.02 SD01 LINE STA 604+50 TO 609+30 x x L2.0 OVERALL WATER QUALITY FACILITY PLAN PHONE: (503)807-6279 PHONE: (503)415-2373 x R C4.03 SD01 LINE STA 609+30 TO 612+55 x x L2.1 R1-0 WATER QUALITY FACILITY PLANTING PLAN 3 x R C4.04 SW WALL ST STA 31+00 TO 36+50 x x L2.2 R5-8 WATER QUALITY FACILITY PLANTING PLAN z oL2.3 R9-14 WATER QUALITY FACILITY PLANTING PLAN CIVIL ENGINEER/SURVEYOR/PLANNER x R Q4.05 SW WALL ST STA 36+50T042+25 X X a TRAFFIC ENGINEER x R C4.06 WALL ST POND INLET AND OUTLET x x L2.4 R15-22 WATER QUALITY FACILITY PLANTING PLAN NAME: OTAK, INC. NAME: KITTLESON AND ASSOCIATES, INC. x C4.07 PUBLIC STREET LIDA ENLARGEMENTS x x L2.5 M1-3 WATER QUALITY FACILITY PLANTING PLAN REVISIONS o PLANNER: LI ALLIGOOD,AICP CONTACT: MARC BUTORAC, PE, PTOE x C4.08 PUBLIC STREET LIDA ENLARGEMENTS x X L2.6 M4-6 WATER QUALITY FACILITY PLANTING PLAN ENGINEER: KYLE CHILDERS, P.E. ADDRESS: 610 SW ALDER STREET, SUITE 700 1100 SITE UTILITIES x x L2.7 W8-9 WATER QUALITY FACILITY PLANTING PLAN o SURVEYOR: JON YAMASHITA, PLS PORTLAND,OR 97205 ADDRESS: 808 SW THIRD AVENUE,SUITE 300 PHONE: (503)535 7419 R R X C4.10 SITE UTILITIES-SHEET 1 OF 5 X X L2.s WATER QUALITY FACILITY PLANTING DETAILS T sLH Koc PORTLAND, OR 97204 R R X 04.11 SITE UTILITIES-SHEET2OF5 OFFICE COPY O DRAWN CHECKED BY CWS SUBMITTAL PHONE: (503)415-2408 R R X 04.12 SITE UTILITIES-SHEET 3 OF 5 CITY OF TIGARD STATUS R R x C4.13 SITE UTILITIES-SHEET 4 OF 5 REVIEWED FOR CODE COMPLIANCE `♦♦ `V, 06/14/2018 o R R X C4.14 SITE UTILITIES-SHEET 5OF5 Approved: ] DATE a SITE INFORMATION X R C4.20 LIDA GRADING PLAN-RI-R5,R7,M1 OTC: t ] r 17052 m /� PROJECT NUMBER m CITY OF TIGARD, OREGON x R C4.21 LIDA GRADING PLAN-R8-R10,R13,M2A,M2B,M3 Pemit #: � �lp 75'�� [/�\ 14.88 ACRES (PARCEL 1) X R C4.22 LIDA GRADING PLAN-R11,R12,R14,M4,M6,W8,W9 Address: C; Suit �C S W 7.93 ACRES (PARCEL 2) X R C4.23 LIDA GRADING PLAN-R15-R22 Br.a #. Date: 7 S 1 \ Como NO ADDRESS (TAX LOT ID 2S1010001600) ©2018 OTAK, INC. m o If this drawing is not 22'x34',it has bean n reduce&enlarged.Scale accordingty. CITY OF TIGARD GENERAL NOTES CITY .OF TIGARD GENERAL NOTES CITY OF TIGARD WATER CONSTRUCTION NOTES Otak 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO 1. ALL JOINTS TO BE RESTRAINED. MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE THE CITY'S INSPECTOR. (SEE DEVELOPER- ENGINEER AGREEMENT NOTE #5). PURSUANT TO THIS PERMIT. 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. Otak, 11C 27. THE CITY"S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR 808 SW Third Avenue, Ste. 30 DEVICES FOR STREETS AND HIGHWAYS", US DEPT OF TRANSPORTATION, FHWA, CURRENT EDITION. CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. Portland, 9720 EXPENSE. 503. 2 2887. 682 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLAN ON THE CONSTRUCTION SITE AT ALL www.otak.co rr SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN. A 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO TIMES. �D PROF COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE FJp/ RESOLUTION AND OWNER SATISFACTION. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. e�Gl NFFp Oy 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN 91573PE APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY 29. EXISTING MONUMENTS, PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE, DEPT. SHALL BE AT THE PERMIT HOLDERS EXPENSE. 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. m o coN TUALATIN FIRE AND RESCUE)AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE AND MADE IN THE USA. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC ASPHALT HAVE BEEN PLACED. PIPE SHALL BE"TYTON"JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) OTHERWISE SPECIFIED. EXPIRES: 12/31!2019 BEFORE INITIATION OF CONSTRUCTION WORK. 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO 2 PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE STAMP ( ) 8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE '/,"-0" 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL GRAVEL. AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. a s-,v L�dL,z� ESTABLISHED. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT P R 0 P E RTI E S 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR EXTENSIONS WILL BE REQUIRED. LLC WORK AND SHALL BE EFFECTIVELY MAINTAINED. CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 AM EACH TEE, CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) TO 7:00 PM DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, 11. A 4X4X8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2" WATER SERVICE LOCATION AND REMAIN 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 AM TO 3:00 PM SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE CONSULTANT ROADS BETWEEN 3:30 PM AND 9:00 AM UNLESS AUTHORIZED BY THE CITY ENGINEER. AND 2" IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET, UNLESS OTHERWISE APPROVED BY THE CITY INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE VALVE, 6" MJ X MJ ENGINEER. PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-443, 6" MJ, 5 1/4" MVO, 3 PORT(2-2 1/2" 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY NST HOSE CONNECTION, 1-4 1l2" NST PUMPER,) 1 '/P" PENTAGON OPERATING NUT OPENING LEFT, COLOR BEING NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE YELLOW OR APPROVED EQUAL: WATERIOUS PACER 6790, CLOW MEDALLION. FACILITY. 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 '/2 CUBIC YARDS OF PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC CRUSHED 2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK PRECONSTRUCTION MEETING.. (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FROM THE EARTH COVER. FOR A PERIOD OF THREE (3)YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TWENTY-FOUR IMPROVEMENTS. ON OCTOBER 1st OF EACH YEAR DURING THIS THREE (3) YEAR PERIOD, THE DEVELOPER SHALL (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE AFTER COMPLETING WORK COVERED BY THE PERMIT. MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE INCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. LEAST 18" OF SEPARATION BELOW THE WATER LINE, W AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS 37. PRIOR TO ISSUANCE OF A SITE PERMIT, THE CONTRACTOR/PERMIT HOLDER SHALL PROVIDE A CONSTRUCTION 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI O AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE OF THIS PLAN IS FOR Z OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE, PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT CONSTRUCTION PHASE. ALL CONSTRUCTION FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI FM VEHICLE PARKING SHALL BE PROVIDED FOR ON-SITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. J 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE PERMITTED TO PARK ON ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF THE SITE 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL W AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE IMPROVEMENTS OR BUILDINGS PROPOSED BY THE APPLICANT, AND SHALL INCLUDE THE VEHICLES OF ALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT WORK AREA. SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE W 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE MATERIALS OF EQUIPMENT OF ANY KIND UPON ANY PUBLIC STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE z ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE CITY OF TIGARD STORM AND SANITARY NOTES USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF WCLEANPERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH P. 1. ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED 40 -50 MG/L (MILLIGRAMS PER LITER.)THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A � f n CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH V 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED 2. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM, DRAINAGE (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER SOLUTION IS OF Q ZO 0 MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON THE PLANS. BLOCKOUTS ARE TO THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH a (� CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. BE LOCATED 5' FROM PROPERTY LINES. TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER ^ 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, 3. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE O CD V FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED, OR REPLACED, WITH LIKE KIND AND MATERIAL. IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. Cn W F- 4. STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034 (SDR 35). Q 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND 17. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW Q (D O SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS 5. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR STRUCTURAL FULL AREAS. INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE J NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL FILL AREAS IS 90%. RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION Q TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. SOLUTION, THERE WILL BE ANOTHER 24 HOUR PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL W LLJ z 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID 6. STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE REQUIREMENTS OF CLEAN WATER TESTS WILL BE TAKEN BY A TRAINED TIGARD WATER WORKER. �_ LLI RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE SERVCES. TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND LimU U U OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, COMPACTION OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION 18. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. MANUAL - OREGON CHAPTER IS REQUIRED. ALL SOTRM SEWER LINES MUST BE THOROUGHLY CLEANED PRIOR TO THE SAMPLING STATION SHALL BE 2"-0" BURY, WITH A3/4" FIPT (FEMALE IRON PIPE THREAD) INLET, AND A%" TITLE 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION DOING ANY TESTING OR VIDEO TAPING. UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, #x REDESIGN OR RELOCATION CATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. i DATE DESCRIPTION ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION AND x PRIOR TO START WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND 7, THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"X4" MARKER THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE d E CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH THE END PAINTED IN WHITE. ATTACH MAGNETIC TAPE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE o COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. ALONSIDE THE 2X4 MARKER (SEE DETAIL 290 ST). SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE T 3 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES g. NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND A '/<" BALL VALVE SHALL BE PROVIDED IN PLACE OF WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY THE '/<" PET COCK ON THE VENT PIPE. TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR 9. STORM LATERALS WILL BE 4" DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% UNLESS DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 19. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS.) OTHERWISE NOTED ON PLANS. ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE 3 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED REVISIONS ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE 10. ALL SORM LATERAL LOCATIONS SHALL BE STAMPED "D" IN THE CURB. ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI FAMILY, WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE o DONE AT THE PERMIT HOLDERS EXPENSE. 11. SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 8 (TECHNICAL INDUSTRIAL AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE SLH KDC < APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE DRAWN BY CHECKED BY SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN WATER SERVICES"DESIGN AND CONSTRUCTION 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO STANDARDS". METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE CWS SUBMITTAL s THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER RESULTS FORWARDED TO THE TPW WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. srATus ALONG WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE. IN ADDITION, THE THE APPLICANT'S 12. SANITARY LATERALS WILL BE 4" DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% UNLESS 06/14/2018 AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE OTHERWISE NOTED ON PLANS. DATE Li CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, 17052 HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X ANDY 13. ALL SANITARY LATERALS SHALL BE STAMPED "S" IN THE CURB PROJECT NUMBER m STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT (`.PDF) FILE AND ONE 11x17 COPY OF AS BUILTS 14. THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"X4" MARKER cool M 25. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH THE END PAINTED GREEN. ATTACH MAGNETIC TAPE ALONSIDE BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND THE 2X4 MARKER (SEE DETAIL 290-ST) ©2018 OTAK, INC. APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. a 15. ONLY STANDARD RISERS WILL PER PERMITTED ON ALL STORM AND SANITRAY MANHOLE IN PAVED AREAS If this drawing is not 22'x34',/[has been __._ -_ reducedienlarged.Scale accordingly. GENERAL NOTES GRADING NOTES GENERAL UTILITY NOTES Otak 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT AND APPLICABLE REGULATIONS, SPECIFICATIONS, 1. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, UNLESS OTHERWISE 10. WYE BRANCH FITTINGS REQUIRED FOR ALL PRIVATE SANITARY AND STORM LATERALS. CODES, AND REQUIREMENTS OF WASHINGTON COUNTY, CLEAN WATER SERVICES R&O 07-20 (CWS), THE SHOWN ON THE GRADING PLANS. OREGON STATE PLUMBING SPECIALTY CODE (UPC),AND THE OREGON STATE STRUCTURAL SPECIALTY CODE 11. THE UTILITY TAPS TO SERVE THIS PROJECT WILL BE INSPECTED UNDER THE ASSOCIATED PUBLIC IMPROVEMENT Otak, Inc (UBC). 2. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES WORK. Third Avenue, Ste. 30 SHOWN, UNLESS OTHERWISE NOTED, 808 SW ThiPortland, OR 9720 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE 12. THE EXCAVATION CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION CENTER AT 503-232-1987 AT 503. 287. 682 WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET APPLICABLE AGENCY 3. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE ELEVATIONS UNLESS LEAST 48 HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING EXCAVATION. OREGON LAW www.otak.co REQUIREMENTS AND AS NECESSARY TO PROVIDE A COMPLETED PROJECT. OTHERWISE NOTED. ALL SURFACES SHALL BE GRADED SMOOTH AND FREE OF IRREGULARITIES THAT MIGHT REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ACCUMULATE SURFACE WATER. ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY D PROFF� 3 TTHE HIS CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO COMMENCING WORK ON CALLING THE ADMINISTRATIVE CENTER. 4. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. 13. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM 915773PE 4. THE CONTRACTOR SHALL KEEP A COPY OF ALL REQUIRED PERMITS AND AN APPROVED SET OF PLANS WITH 5. CONTRACTOR TO REMOVE ALL UNSUITABLE MATERIAL, DEBRIS, AND ORGANIC MATERIAL WITHIN GRADING ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. /U} ALL APPROVED REVISIONS ON THE PROJECT SITE AT ALL TIMES. AND FILL LIMITS PRIOR TO FILL PLACEMENT. NEW FILL MATERIAL SHALL BE BENCHED INTO EXISTING s OREGON 6 GROUND IN ACCORDANCE WITH RECOMMENDATIONS IN THE GEOTECHNICAL REPORT, 14. HYDROSTATIC AND AIR TESTING OF SANITARY LINES, STORM DRAIN LINES, AND MANHOLES SHALL BE 5. THE EXISTING AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR STRUCTURES SHOWN CONDUCTED IN ACCORDANCE W/THE REQUIREMENTS OF THE UNIFORM PLUMBING CODE AND CITY OF TIGARD ON THESE DRAWINGS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS AND AS-BUILTS. 6. THE REMOVAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION WITH THE GEOTECHNICAL STANDARDS.ALL NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE FROM THESE RECORDS AND ARE SHOWN FOR THE ENGINEER. UNSUITABLE MATERIAL SHALL BE DISPOSED OF AS DETERMINED BY THE GEOTECHNICAL EXPIRES: 12/31/2019 CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER OR THE ENGINEER. IF SUCH MATERIAL IS REMOVED FROM THE SITE IT SHALL BE REMOVED AT THE CONTRACTORS PRIVATE SANITARY SEWER NOTES STAMP ENGINEER FOR ACCURACY OR COMPLETENESS OF THESE LOCATIONS. SOLE EXPENSE. 1. THE ENDS OF SANITARY SERVICE STUBS SHALL BE MARKED WITH A ONE PIECE 2'1 MARKER EXTENDING A 6. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE AND IN ADJACENT 7. THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE MATERIAL FOR ALL FILLS. ALL FILLS IN FINISH PAVED MINIMUM 36"ABOVE THE GROUND WITH THE END PAINTED GREEN. MARK TOTAL LENGTH OF 2'1 AT 0 THIS DRAWING, SHALL BE AREAS ARE TO BE PLACED IN ACCORDANCE T EOTE H RECOMMENDATIONS. EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2'1 MARKER. STREETS. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT0 G C COMME ATIONS. THE CONTRACTOR SHALL REPAIRED I REPLACED AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE UTILITY OWNER. COMPACT EACH LIFT TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY DETERMINED BY i P R O P E RT I E S SDR 35 2. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034 EXISTING SURFACE FEATURES AND FENCING DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND TO STANDARD PROCTOR (ASTM D-698) OR EQUIVALENT. SUBGRADE SHALL BE COMPACTED TO A LINE ONE ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. ( ) INSTALLED IN LLC THE SATISFACTION OF THE OWNER. FOOT BEYOND EDGE OF PAVING, CURBS, SIDEWALKS AND SIDEWALK EXTENSIONS. 7. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK. 8. ANY FILL PLACED IN BUILDING PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE CERTIFIED TO MEET 3. SANITARY SEWER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING CODE AND THE RECOMMENDATIONS OF OREGON STATE PLUMBING SPECIALTY CODE (UPC). LINES SHALL BE TESTED AFTER CONSTRUCTION IS ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY THE GEOTECHNICAL REPORT. COMPACTION REPORTS SHALL BE MADE AVAILABLE TO THE ENGINEER. COMPLETED (INCLUDING SERVICE LATERALS, BACKFILLING, AND COMPACTING OF BASE ROCK)AND THE NOTIFICATION CENTER. THOSE RULES ARE SET FORTH ON OAR 952-001-0010 THROUGH OAR 952-001-0080. LINES HAVE BEEN THOROUGHLY CLEANED. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY 9. ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) 4. UNLESS OTHERWISE NOTED ON PLANS, LATERALS SHALL BE 6" DIAMETER WITH A MINIMUM GRADE OF 2.0%. CONSULTANT QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. VERTICAL UNLESS OTHERWISE SHOWN ON THE PLANS OR SPECIFIED IN THE GEOTECHNICAL REPORT. 8. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH UNDERGROUND FACILITIES IN THE 10. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL 5. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN PAVED OR STRUCTURAL FILL AREAS. PROJECT AREA 24 HOURS BEFORE COMMENCING CONSTRUCTION IN THEIR VICINITY. ADVISE THE GEOTECHNICAL ENGINEER AND THE CIVIL ENGINEER OF THE CONDITION FOUND AND MINIMUM COMPACTING IN UNPAVED, NON FILL AREAS IS 90%. COMPACTING IS TO BE PER ASTM D-1557 COORDINATE CONSTRUCTION ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED AND THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. 6. PIPE BEDDING CLASS "B", UNLESS OTHERWISE APPROVED. CLASS "B" IS 2"-0" CRUSHED ROCK 6" UNDER OVERHEAD UTILITIES. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN INVERT TO FOOT OVER PIPE. 4 AGREEMENT WITH THE UTILITY PROVIDER. 11. THE CONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED TO MEET CITY OF TIGARD REQUIREMENTS, AT THE DEVELOPER'S EXPENSE. TESTS SHALL BE PERFORMED BY A QUALIFIED 7, CONTRACTOR TO VERIFY INVERT ELEVATIONS OF EXISTING STRUCTURES PRIOR TO COMMENCING WORK 10, THE INSTALLATION OF NEW OR RELOCATION OF EXISTING ELECTRICAL, TELEPHONE, GAS, AND CABLE TESTING AGENCY AND WRITTEN RESULTS SHALL BE PROVIDED TO THE APPROPRIATE AGENCY. SHOULD AND NOTIFY THE ENGINEER OF APPARENT DISCREPANCIES WITH INFORMATION SHOWN ON THE PLANS. SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY. COMPACTION REQUIREMENTS NOT BE MET, CONTRACTOR SHALL RECOMPACT THE FILL AND PAY ALL ADDITIONAL TESTING COSTS RELATED TO THE RECOMPACTION. ALL COMPACTION SHALL BE DONE IN 8. ALL SEWER LATERALS SHALL BE GREEN IN COLOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF UTILITY TRENCHES, CONDUIT, VAULTS, CONFORMANCE WITH ASTM D698. PADS, PEDESTALS, AND UTILITY TRENCH BACKFILL IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND PLANS OF SERVICING UTILITIES (ELECTRICAL, TELEPHONE, GAS, AND CABLE). 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, MANHOLES, PRIVATE STORM DRAIN NOTES VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH GRADE. STORM DRAIN INLET 12. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS ARE FROM A TOPOGRAPHIC STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE WITHOUT PONDING. 1. THE ENDS OF STORM DRAIN PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER EXTENDING A SURVEY. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS. MINIMUM 36"ABOVE THE GROUND WITH THE END PAINTED WHITE. MARK TOTAL LENGTH OF 2'1 AT EXPOSED CONTRACTOR SHALL CONFIRM BENCHMARK LOCATION AND ELEVATION WITH SURVEYOR. 13. RETAINING WALL CONSTRUCTION SHALL CONFORM TO DETAILS INCLUDED WITHIN THE GEOTECHNICAL END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2'1 MARKER. Cn REPORT, AND STRUCTURAL DETAILS PROVIDED IN THESE PLAINS. THE CONTRACTOR IS TO OBTAIN ALL 13. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE FOR REFERENCE ONLY. THESE PLANS ARE NOT MEANT NECESSARY PERMITS FOR RETAINING WALL CONSTRUCTION. 2. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER-TIGHT JOINTS. TO SERVE BOUNDARY SURVEY PURPOSES. 3. ALL STORM SEWER PIPE SHALL BE PVC CONFORMING TO ASTM D-3039 AND INSTALLED IN ACCORDANCE WITH Z 14. ORGANIC MATERIAL (TREES, BRUSH, ROOTS, STUMPS, ETC.) SHALL BE REMOVED FROM THE SITE. STRIPPING 14. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED TO MEET SHALL GENERALLY BE 6 TO 8 INCHES AS DIRECTED BY THE GEOTECH, BUT MAY BE DEEPER IN WOODED ASTM D-2321, UNLESS OTHERWISE NOTED. EXISTING FIELD CONDITIONS, SHALL BE APPROVED BY THE ENGINEER AND APPLICABLE REGULATORY AREAS. UNSUITABLE EXCESS STRIPPINGS SHALL BE DISPOSED OF BY THE CONTRACTOR. Uj AGENCY REPRESENTATIVE. 4. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN STRUCTURAL FILL AREAS. MINIMUM 15, STRUCTURAL OBSERVATION/FINAL APPROVAL LETTER IS NEEDED FROM ENGINEER OF RECORD BEFORE COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREA IS 90%. COMPACTION IS TO BE PER ASTM D-1557 15. APPROVED EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH REGULATORY INSPECTION CAN BE APPROVED. UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. AGENCY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. ANY DAMAGE CAUSED BY EROSION GENERAL UTILITY NOTES 5 STAATE PLUMBING SPECIALTY CODE (UPC TEM DRAIN LINES SHALL BE INSTALLED STING SHALL BTESTED OEPERFORMED AFTER CONSTRUCTION IRDING TO THE TEUIREMENTS OF THE TION OREGON SHALL BE CORRECTED BY THE CONTRACTOR AT ONCE. COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE LINES ARE THOROUGHLY CLEANED. z U) 1. ALL TRENCHES PARALLEL TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING 16. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. O W FOOTING. 6. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED a y 17. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD (TEMPORARY) OR HOT MIX, 2, ALL PIPE AND FITTINGS WITHIN TWO FEET OF A BUILDING SHALL BE OF A TYPE THAT IS ALLOWED FOR USE FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE SIXTH LLI AT THE CLOSE OF EACH WORK DAY. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT, WITHIN THE BUILDING. BEND OR OTHER APPROVED FITTING OF EQUIVALENT SWEEP. O O 18. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. CONFORMANCE 3. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER 7. ALL STORM DRAIN LATERALS TO BE WHITE IN COLOR. 0 z WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100' IN TOTAL DEVELOPED LENGTH, SHALL BE W j OF THE CONTRACTOR. PROVIDED WITH A CLEANOUT FOR EACH 100', OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. ANPRIVATE WATER NOTES Q Q ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION O 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL EXCEEDING 135 DEGREES. APPROVED MANHOLES MAY BE INSTALLED IN LIEU OF CLEANOUTS WHEN FIRST 1. ALL PRIVATE DOMESTIC WATER PIPING SHALL BE INSTALLED BY A LICENSED PLUMBING CONTRACTOR ANDA Q W AND/OR ABANDONMENT OF EXISTING UTILITIES OR PROPER FILLING OF THE UTILITIES (SEPTIC TANKS, LINES, APPROVED BY THE ADMINISTRATIVE AUTHORITY. THE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES ETC.) IF THEY ARE TO REMAIN. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT IS 300'. LICENSED JOURNEYMAN PLUMBER PER ORS 693.025. W O W Z THE STATE OF OREGON WATER MASTER 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS AND 2. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE CONSTRUCTION } z W REMOVAL OF ANY EXISTING WATER WELLS. H W 4. EACH CLEANOUT FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN APPROVED TYPE. PLUGS SHALL � U O �11 20. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL HAVE RAISED SQUARE HEADS OR APPROVED COUNTERSUNK RECTANGULAR SLOTS. COUNTERSUNK 3. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 36" OF COVER TO FINISH GRADE. �.J CLEANOUT PLUGS SHALL BE INSTALLED WHERE RAISED HEADS MAY CAUSE A HAZARD. WHEN A HUBLESS OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)AS MODIFIED BY THE OREGON SUPPLEMENTS. THE BLIND PLUG IS USED FOR A REQUIRED CLEANOUT, THE COMPLETE COUPLING AND PLUG SHALL BE 4. ALL PRIVATE ON-SITE FIRE WATER LINES SHALL BE PVC, AWWA C900, CL-235, WITH BELL AND ELASTOMERICK TITLE CONTRACTOR SHALL SUPPLY THE CITY ENGINEER WITH A TRAFFIC CONTROL PLAN. ACCESSIBLE FOR REMOVAL OR REPLACEMENT. GASKET, WITH PLAIN END OR DUCTILE IRON FITTING, OR CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE # DATE DESCRIPTION C4 21. THE CONTRACTOR SHALL PROVIDE MAGNETIC TAPE OVER ALL NONMETALLIC UNDERGROUND PRIVATE 5. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION JOINT NO CONFORMING TO ASTM 536, ANSI A21.5 (AWWA C151), AND ANSI A 21 11 (AWWA C111) WITH TYTON JOINTS. xx STORM DRAINS, WATERLINES, AND SANITARY SEWERS. ORAS SPECIFIED BY LOCAL AGENCY). FITTINGS SHALL BE CLASS 250 CONFORMING TO ANSI A21-4 (AWWA C-104)AND ANSI A21-10 (AWWA C-110). ALL E ( CLOSER THAN 12 AND NO FARTHER THAN 36 FROM THE MANHOLE. NO FLEXIBLE COMPRESSION JOINT FIRE WATERLINES SHALL COMPLY WITH NF 24. Z SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM WATERWAY 22. APRE-CONSTRUCTION CONFERENCE WITH CONTRACTOR, ENGINEER, OWNER, AND GOVERNING WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER THE OREGON 5. ALL TEES, BENDS, AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH A RESTRAINED JOINT SYSTEM JURISDICTION IS REQUIRED PRIOR TO STARTING THIS PROJECT. PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE. (MEGALUG OR APPROVED EQUAL) IN ACCORDANCE WITH THE OREGON PLUMBING CODE. 3 U 23. THE CONTRACTOR SHALL SOLELY AND COMPLETELY BE RESPONSIBLE FOR THE CONDITION OF THE JOB SITE 6. ANY EXISTING UTILITIES THAT WILL BE LOCATED UNDER AND WITHIN TWO FEET OF THE PROPOSED BUILDING 6. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE OREGON PLUMBING CODE AND BE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND SHALL BE REPLACED WITH PIPE MATERIALS THAT ARE ALLOWED FOR USE WITHIN THE BUILDING. TESTS AND THOROUGHLY FLUSHED AND CHLORINATED, AND POTABLE WATER TESTS SHALL BE APPROVED BY THE CITY OF PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL INSPECTIONS ARE REQUIRED PRIOR TO COVERING. TIGARD PRIOR TO ANY METERED SERVICE HOOK-UP. m WORKING HOURS. REVISIONS 7. PRIOR TO BUILDING DEMOLITION: EVERY ABANDONED BUILDING SEWER, OR PART THEREOF, SHALL BE 24. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF 7. PRIVATE WATER LINES SHALL BE PRESSURE TESTED PER THE OREGON PLUMBING CODE PRIOR TO FINAL PLUGGED OR CAPPED IN AN APPROVED MANNER WITHIN TWO FEET OF THE PROPERTY LINE. INSPECTION IS ACCEPTANCE. o PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND SHALL AT THEIR EXPENSE REPAIR OR REQUIRED. REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE SLH KDC WHICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF THE 8, ABANDONED STORM AND SANITARY SEWERS SHALL BE REMOVED IN THEIR ENTIRETY OR FULLY GROUTED. 8. NO PUBLIC VALVES SHALL BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE CITY OF TIGARD. DRAWN ev CHECKED By CONTRACTOR'S OPERATION. INSPECTION IS REQUIRED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER SEPARATION BETWEEN SANITARY CWS SUBMITTAL SEWER LINES AND WATER LINES AS REQUIRED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AND STATE STATUS 9. THE DEQ IS OPPOSED TO ANY OIL, GREASE, GASOLINE, ETC. DRAINED INTO ANY SANITARY SEWER OR DEPARTMENT OF HEALTH. WATER LINE SHOULD MAINTAIN A MIN. OF 18" O.D. TO O.D. VERTICAL CLEARANCE 06i14i2018 STORM SEWER. DEQ WANTS ALL OIL, GASOLINE, GREASE, ETC. TO BE TREATED AS ANY OTHER HAZARDOUS FROM SEWER LINE AT ALL TIMES. DATE WASTE WITH ON-SITE CONTAINMENT AND REMOVAL BY LICENSED HAZARDOUS WASTE DISPOSAL PROFESSIONALS. THE DEQ MAY ISSUE CITATIONS FOR INTRODUCING OIL, GAS, ETC. INTO A DRAINAGE 10. STENCIL"W" IN CURB LOCATING WATER METER STOPS. 17052 M SYSTEM THAT CONNECTS TO THE SANITARY SEWER OR THE STORM SEWER, THE FACT THAT AN OILVATER PROJECT NUMBER SEPARATOR IS INSTALLED INLINE WOULD NOT MAKE A DIFFERENCE. ITIS RECOMMENDED THAT THE DRAINS 11. WATER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE OREGON STATE TO THE OIL/WATER SEPARATOR NOT BE INSTALLED. PLUMBING SPECIALTY CODE (UPC). TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE LINES ARE THOROUGHLY CLEANED. C0m2 12. ALL PRIVATE FIRE HYDRANTS ARE TO BE RED IN COLOR. ©zoic oTAK,INC. 0 If this drawing is not 22'x 34',it has been a _. _.. reduced/enlarged.Scare accordingly. Otak Otak, Inc. pp �, 808 SW Third Avenue, Ste. 300 Portland, OR 97204 503. 287. 6825 www.otak.com PRI) / 91573PE OGON 6 .LO^ CO F 0. CHtV� EXPIRES: 12/31/2019 STAMP GIPROPERTIES LLC i ih\ Z�S�pXpe ��6op pg NhOo�G / 0 DEVELOPMENT/ CONSULTANT BUFFER/ / 8' P.U.E. / \ �\ wcol o 6 / / 52' R.O.W. / � DEDICATION. s � / EX 50' PRIVATE ACCESS AND UTILITY EASEMENT. \ \\ / / G�F�� tiS / / PROPERTY / Z�tipQog 0-PUBLIC LINE tis 5pp pg EX 25' PRIVATE ACCESS LS1p 9 6 �p0 / / ACCESS . / AND UTILITY EASEMENT �� GS�O / / EASEMENNN� EX OVERHEAD ELECTRICAL TO / / / / 25' R.O.W DEDICATION. � / /PEDESTRIA � ;>' � FUTURE BE RELOCATED UNDERGROUND BY OTHERS (PGE) 8' PEDESTRIAN PATH \ \�6p� p0 6' N f EMPLOYMENT SITE / PATH � \\ � v (NOT A PART) 6' VEGETATED FILTER STRIP ETAINING WALL 4 FF 1 / 25' TRANS ESMT ��6plp06 / / / \B r RETAINING WALL p, . .. , .. � .. . . 8' PEDESTRIAN ��S1Qg PATH \\ / : , .: „ >'";.. ., STORM WATER .gyp �i \ MAINTENANCE / LU ! F \ TR __ - ACT ACT ) G EN � -II TR A 7' ROW. �'— \ STAIRS W/ - ' WHEEL CHANNEL DEDICATION. EE RETAINING WALL _ ! \ Z i�kEDE RIAN� _ A; 6' PEDESTRIAN �HOU�7 HAI . } BLDG 4f�t7 p A; CESS EASEMENT + j 1 8 P.U.E. ulJ �L� 1. - _. _, _ 3 _ I _ H _ — __ :_ I u�,=,.fir r. ._._ h _ -O Om _ _: _w.. Off' -- , e 6' PEDESTRIAN :1 6 ! Q h.. l-_ -L. ..'.; " , . , ,\. . . ,,,, .n. O -- - f --10 . O ;_._- ;, 1 �_ O. OOT — lOJ 1T01 Q o -- -__ — _ — ACCESS EASEMENT , 1 ..i + VJ OI I J -" - - - - 24' ACCESS EASEMENT MAILBOX - - - LOCATION - - - - - - - - - - - - - - Lj- STAIRS W WHEEL TRASH ENCLOSURE 24' ACCESS EASEMENT EXISTING SLOPE CHANNEL TO CO NECT TO (TYP.) W O W WW\ WALL STREET INDUSTRIAL PROJECT BOUNDARY } Z / t PARK PEDESTRIAN PATH Um V O r 1 FUTURE WALL STREET TITLE ! I IMPROVEMENTS BY # DATE DESCRIPTION FUTURE WALL STxx INDUSTRIAL PARK CITY OF TIGARD (BY OTHERS) I 1 I� 1 GS\ 2S LEGEND SITE, EXISTING PROPOSED � - RIGHT OF WAY — REVISIONS CENTER LINE PARKING PROVIDED: PROPERTY LINE SLH KDC DRAWN BY CHECKED BY EASEMENT LINE — — — — — — STANDARD SURFACE 233 CWSSUBMITTAL S STANDARD CURB STATUS COMPACT SURFACE 184 - - -- -- - - ACCESSIBLE SURFACE 11 RETAINING WALL TOTAL 428 ATE ols DATE TOTAL REQUIRED 428 SIDEWALK 80' 0' 80' 160' CITY ALLOWS UP TO 50% OF PARKING TO BE COMPACT SPACES 43% EDGE OF PAVEMENT 17052 PROJECTNUMBER W SCALE N -LET lao iR _ 1 . 1 1 If this drawing is n "xot 22x 34', t has been __ reduced/enlarged.Scale accordingly. XREF LIST Otak Ltscale: 80 Resolved_- P17052X23 /� Otak, Inc, 48 UNIT 808 SW Third Avenue, Ste. 30 56 UNIT Port1OR 97204 P17052XO01 / 503. 287. 682 S17052X19 / / wwwotalk.corr Taxlot_selec ion P17052X60 ------- PROfFs PUBLIC FH 3E l / / GON A ACb �• CHtV� PROJECT EXPIRES: 12/31/2019 \ BOUNDARY / : STAMP DBIG PROPERTIES ,,j \ / \ ' 50'0' /' / CONSULTANT \ DEVELOPM DY EX 25.0' PRIVATE BUF ER \ \ ACCESS AND / f \ \ UTILITY EASEMENT / \ le EX 50.0 PRIVATE ACCESS AND PROPERTY LINE / \ \ / � / � UTILITY EASEMENT \ 25' R.O.W. o / DEDICATION. qw �/' ao o/ 1 / FUTURE 34 0' EMPLOYMENT SITE t' ` (NOT A PART) 25' TRANSPORTATION / co EASEMENT / /� / `; , h '� {{BLV ` " / : 3 Z 3 3 �- -- TRACT A f ( I 1In 11I}I { r STORMWATER TRACT i PUBLIC FIRE \ // 260' HYDRANT LDG20.0' Q o 24.0' } . it - - 1_. '9 / U' am W 1 M � , N I M N I I N , N L _ N _ •O / Y/ o .p; - i 1 r.-y-N •_ ___ __*'- __ -'_._, v ` ! ! ! s s__t{ _+_ '__ -_ - -_ -Y - i ,*_!_ er q 0 U - - - - - _ N N16 Ci \ 60.0' 1 W W EX PUBLIC � oW 35.x'' DCDA EXISTING SLOPE 2 3 2 FH / W �y EASEMENT ! Z LL W PROJECT BOUNDARY U. C ' f 1� l; % i TITLE 4 } a # DATE DESCRIPTION FUTURE WALL ST xx Y INDUSTRIAL PARK �� 1 E (BY OTHERS) N z x o N 9 3 TVFR FIRE ACCESS (LEGEND) REVISIONS GENERAL NOTES KEY NOTES o © FIRE SPRINKLER CLOSET 1. ALL BUILDINGS TO BE EQUIPPED WITH AUTOMATIC FIRE O MOUNTABLE CURB WITH THICKENED DECORATIVE sLH KDc N SPRINKLERS PER NFPA 13. CONCRETE TO SUPPORT 75,000 LB EMERGENCY FIRE ENGINE (STAGING) DRAWN BY CHECKED BY VEHICLE LOAD. } FIRE HYDRANT CWS SUBMITTAL S 2. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED. STATUS O SPEED CUSHION WITHOUT MEDIAN 150' HOSE LENGTH 3. FIRE DEPARTMENT ACCESS ROADS ON SITE ARE FIRE ENGINE ACCESS ROUTE DA Eizola a DESIGNED TO SUPPORT AN APPARATUS WEIGHING 75,000 LB O RAISED PEDESTRIAN CROSSWALK. MAX SLOPE """"" (MIN. 20' WIDE, 28'/48' TURNING RADIUS) DATE GROSS VEHICLE WEIGHT. UP TO PEDESTRIAN CROSSWALK IS 5%. --------- 80' 0' 80' 160' 17052 FIRE ENGINE AREAL APPERATUS ACCESS ROUTE E (MIN. 26' WIDE, 28'/48' TURNING RADIUS, 15' < BLDG. < 30') PROJECT NUMBER 4. ALL VEHICLE ACCESS ROADS SHOWN ON PLAN HAVE SCALE IN FEET TURNING RADIUS 28 FT (INSIDE) AND 48' FT (OUTSIDE).' HAMMERHEAD TURNAROUND N (MIN. 20 WIDE, 28'/48' TURNING RADIUS) C 1 2 5. ALL FIRE DEPARTMENT CONNECTIONS ARE TO BE Ld BUILDING MOUNTED. ©zota oTAK,INC. —FW— FIRE SERVICE LINE r A FDC (BLDG MOUNTED) If this drawing is not 22•x 34•,It has been a reducedlenlarged.Scale accordingly. Otak L=28.78LF ® Otak, Inc 25' TRANS S=-0.137FT FT GENERAL UTILITY NOTES 808 SW Third Avenue, Ste. 30 ESMT �� / 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE Portland, OR 9720 3 PVTCB02 UNLESS OTHERWISE NOTED. 503. 287. 682 PVTCB03 www.otak.corr RIM= 215.67 3 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE / IE OUT= 201.66 (8" NW) RIM= 214.47 PVTCB01 3 UNLESS OTHERWISE NOTED. IE IN= 207.12 (8" NE) RIM= 216.62 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 �p PROfF IE IN= 203.39 (8" NW) F� f�PVC UNLESS OTHERWISE NOTED. ALL JOINTS, �S� �GINFB /Q TEES, BENDS AND END CAPS SHALL BE R MECHANICALLY RESTRAINED WITH CITY APPROVED 91573/P�E O RESTRAINED JOINT SYSTEM. i� 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER m OREGON e q GENERAL NOTES SEE SHEET C0.2. �` �°r 20. CO ° 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING 3' / WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT CONSTRUCTION. o j IE OUT 203.17 (8' SW) Q EXPIRES: 12/31/2019 6. SEE ARCHITECTURAL PLUMBING PLANS FOR 5 L=49.31 LF ® CONTINUATION OF WATER, FIRE, AND SEWER STAMP . ' L=40.89LF ® n- L=52.80LF ® 0 S=-0.04OFTFT SERVICES INTO THE BUILDINGS. 11 ¢ S=0.055FT FT S=0.015FT FT d 7 RALL ED.PRIVATE FIRE HYDRANTS SHALL BE PAINTED 11 4 1 6 SDOF-O6 IE IN= 195.37 IE OUT= 201.42 11 4 STORM DRAIN CONSTRUCTION NOTES ®BCa PROPERTIES 12 LLC r ., 6 W =' 1 CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. 1 -T-' ddtl d d ,d do a ' tl dtl d tl ,< DRAWING NO. 50 , SHEET C5.11. Q d 0 IE= 196.180 a°ddcddd� a tl tl PRIVATE UNDERGROUND CMP DETENTION SYSTEM 6' PUE ��Qaadu°<°adddddtld=' 13 6 S IE IN= 195.08 •tlda`d„tl,"�'a`tl`d`�<,°dl � d •tl , - .`' s' ` hI CONSTRUCTED WITH ONSITE IMPROVEMENTS. SEE CONTECH I - - - - -- lia� - - 11 - 6 N - - - - I DETAILS, SHEET C5.15-C5.18. R/W ��stltltl°tl`ddtla SDOF-07 SDCO-01 ' - - 6 - - - _ 3 CONSTRUCT PRIVATE TRAPPED CATCH BASIN PER DETAIL CONSULTANT L=21.69LF ®_ - - 1, SHEET C5.11. RIM= 209.35.x„ I IE IN= 194.38 (8" NE) S=0.061 FT FT EX. R/W �j PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. I I R IE IN= 194.35 (8" SW) 32Lf 1 BLDG 1 IE OUT= 194.18 (8" NW) I L=13. CONNECT TO STORM DRAIN LATERAL TO STORM DRAIN 1 I I yT 0 S=0.180FT FT 5� MAIN USING SIDE STORM DRAIN CONNECTION PER CWS STD. DRAWING HEET C5.10. �y 1 I N CONSTRUCT BEHOI VE INLET N ST STRUCTUR PER CWS DWG. L=22.52LF ® IE IN= 192.89 d SDA-26 15 5=0.083FT FT 6 SW I RIM- 199.64 LE E E I IE OUT= 195.29 (6" NE)- ,. r- '�- - - N0. 405, SEE SHEET C5.13. SEE LIDA TABLE BELOW 1 i 15 IERIIN= 199.96 6 `- FOR MORE INFORMATION. SDA-2A SDOF-R7 i d°d 14 J d V c J 'dtl•= L=113.12LF ® ,. � -.. 1 L=60.O8LF ® "d 7� --UNUSED-- I 4 SDOF-M1 S=0.028FT FT S=D.D29�T �T BLDG 2 2 TYP IE IN= 191.74 1 I 24 L 2 _ 8 NE 5 � PUBLIC I STORM 4 4..1 PUBLIC FACILITIES S IMPROVEMENT PERMIT SEE PUBLIC 1 - „• L=2.16LF ,tld FDLAT02-A a �IE IN= 191.58 _ UTILITY PLANS 8 NE 15 - - _ 1' -- -- J 8 �'i. ---�,-T"P�_c•. v ocv cv vcovp v Pcvo vvav vvvvvwvvov ^j 6" PVC 5 ^ _ _l_•� L 4-_ i -- �L- 1 _ � PRIVATE STORM DRAIN LATERAL PER SEPARATE PUBLIC 1 1 .., I I I n _` _'. _ 1.. icv•-JIP -'vvcoPv=vcvvPvvv vvvvvacay.. - ° c '<, eda aa'd Ir � TY 2d tl d d d tl d tl 9 FACILITIES IMPROVEMENT PERMIT SEE PUBLIC UTILITY �CIO L _ _, U PLANS. =-�,° d ,adtld ddtl tld datlda dddtl ddtld dd tic tl U_ `. 1 ' I11 11 F 1 LF_` Li CONSTRUCT DROP MANHOLE SEE SHEET PUBLIC UTILITY Z O I 9 10 11 74 F 5 1 W 8 3 10 SHEET C4.01. T_ 12 1 12 S $$ N Z 11 CONSTRUCT TRENCH DRAIN PER DETAIL 4 ON SHEET � 117 8 O 7 12' _ ss 6 p $ $$ _ d N C5.11. GS D Q$ S 6 5' �---- --- - LLI CONSTRUCT 45' WYE CONNECTION. t _ 1 _ o I_ 3 1 45 a _� . _-- --- -_ ._ p `�, V) 13 CONSTRUCT 225' WYE CONNECTION. /y I C Ii 1 _ ,2 ds - - ---- ----- k' 9 � U) 1 _ 12 - _ __ _-_ _ T s 14 CONNECT WALL DRAIN TO ADJACENT AREA DRAIN LATERAL. Z I 10 6 LF _ - ` - _ -- --- - $ AREA DRAIN PER NYLOPLAST , SDMH 1E 10 -- _- t 20' JOINT PUBLIC .5� _ _ -- 1 SANITARY AND STORM - DETAIL, SHEET C5.I . LLJ U) _ PoMIN-1990.271(15" SW O 4$ 15 CONSTRUCT LANDSCAPE _.... - _ _ - ;SEWER ESMT __ - -p -- - _. _ _- __ IN= 190.85 ( SE) __� _ .27 SEWER CONSTRUCTION NOTES _ j $® M....- IE OUT 186 (15 NE)' P P P P C C PII 1 __ _._ A - _ ._..-._._. 7-TZ-2'�'�- ._ -- -- 6 PPC 09PC - . .. Vtltl d tltldV tldJ Vad d tl d V V V d-G-Z--.- V� tlb V^Y�+3�4 .._d i.-_.. i! PP POO PPPP v09P9P4 0 '_ �.. - ��aVV-tl-21 Q�G1'd-atO _U..tl_Q3�,_`tl--8-<�-4-0 9tl Odtld VUd C7 1,11It1t.I_,j /1� I I I PS``:PVPVPP ,PPP Pv PaIYVPvPPo4PsPPCPvOVPoO-PPvOv 2 pY S _- O1PUBLIC SANITARY SEWS < ILLI N TYP 9 SE RPUBLICTLLITY FACILITIES IMPROVEMENT PERMIT SEE Vtly V JPCC4 - Q _I _ it - - - 4 - - - - - - - H - - - - - - - - - - - - - - - - - - - - - DOF PRIVATE SANITARY SEWER TA S 6 PUBLICFACILITIES IMPROVEMENT PERMIT SEE PUBLIC O� W - SDOF-R_16 - - - - - - - - 4 UTILITY PLANS. W �EXISTING SLOPE EASEMENT Lim U FJ5 w PUBLIC SITE TITLE I i LIGHTING TYP. WATER CONSTRUCTION NOTES I # DATE DESCRIPTION I CONSTRUCT 6" C900 DOMESTIC WATER LINE AND 1 I LIDA INLET DATA FOUNDATION DRAIN LATERALS 1 " "" 8 C900 FIRE PROTECTION LINE. N0./ RIM LENGTH/ PIPE NAME MATERIAL LENGTH IE ® MAIN IE ® END SLOPE //�� CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 Z TYPE ELEV IE OUT SIZE SLOPE L/FDLAT02-A 4" PVC 3034 37' 192.21 197.74 0.150 FIRE WATER LATERALS PER DETAIL 1 ON SHEET C6.01. 3 SDOF-06 199.9 195.17 8" 53 LF PVC 3034 0.015 Q CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER 0 CITY OF TIGARD STD. DWG. 542 SEE SHEET C6.00. SDOF-07 201.9 195.67 22 LF 0.061 Q INSTALL 45' BEND (MJ). 8" PVC 3034 3 SDOF-M1 197.9 193.41 60 LF 0.028 INSTALL 11.25' BEND (MJ). REvlsloNs 8" PVC 3034 (� V INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE LINE I� SDOF-R1 188.7 181.93 5 LF 0.010 SLH KDC 2 8" PVC 3034 Q INSTALL 6"x4"x6" TEE (MJ). DRAWN BY CHECKED BY # 2 LFQ CONSTRUCT 8" DOUBLE CHECK DETECTOR VALVE ASSEMBLY CWS SUBMITTAL SDOF-R2 199.4 185.86 18" RIB F794 3'912 PER CITY OF TIGARD DWG. NO. 533. SEE SHEET C6.00. sTArus S 23 LF06/14/2018 la SDOF-R7 198.5 193.45 8" PVC 3034 0'083 9Q CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER CITY OF DATE TIGARD DWG. NO. 532. SEE SHEET C6.00. nose LIDA INLET NOTES' PROJECT NUMBER E 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA 10 CONSTRUCT 8" C900 FIRE PROTECTION LINE. a ENLARGEMENT SHEETS FOR MORE INFORMATION. C401 0 2. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE. 11 CONSTRUCT 6" C900 PRIVATE DOMESTIC WATER LINE 20 0' 20' 40' SEE STD. CWS DWG. 405, SHEET C5.13. 12 CONSTRUCT 22.5' BEND (MJ) SCALE N FEET 'PIPE FROM BEEHIVE INLETS IS VERTICAL WITH DIRECT CONNECTION TO ©2018 OTAK,INC. DETENTION BASIN. SEE CONTECH DETAILS C5.15-05.18 FOR o If this Brewing is not 22"x34',it has been a reduosWenlarged.Scale accordingly. a \ 20' JOINT PUBLIC \ \ \ \ SANITARY AND STORM / / Otak, Inc \ SEWER ESMT. u 808 SW Third Avenue, Ste. 30 Portland, OR 97204 PVTC / 0 503. 287. 682 RIM= 2221.45 1 \ / www.otak.corr RIM= \ \ / IE IN= 203.39 (8" NW) \ \ / / a PROFFs / 915 PE l o GON (b \ / A ° 44 LF 7 O• CH\\ �� } L=49.16LF ® EX 50' / / \ EXPIRES: 12/31/2019 p S=-0.040FT FT DEVELOPMENT / 4 STAMP BUFFER x d $ �C 00000 00000. / IE OUT= 201.42 \\ / 3 / p \ 145 LF 7 aaaa aa4aaAaaaa aaa Qa�av / �S O L- I ::-:. �_ / \ \ • i CONSULTANT \.! -- -- , - - - U BLDG 2 f ® w (` 00 \ W 1 I F - -- - CLUBN W -L. t, a V) LijHOUSE W ° V) 2 35 LF 6 a Il �� 2 TYP 2 a < I -_ _ -_ - _- -_ _ p -_ _ - 2 20' JOINT PUBLIC TY 5 o I I N -_ - SANITARY AND STORM I SEWER ESMT y ° � -_... -. • � `� a aaja�a•�a 'aa as ; a a I IE_ ` �;c 'a a .a a as aaaaaaada<y�aat °naa ,,..I '.I , aa as aaa aaaaa a a a a ' aaa aaaaaa I I ° n , c ada a�aaa�a�a ac as aaa l a s a s a s c a a aaaa aaaaaa I � rc h.� _ C aaCaaa aaa/ G8 i �a a ° u " 5 �l to � Ln e • TYP 2 TYP � �, a z o I 3 (19 LL 4 TYP 1 362 LF a LJ_ _ _ _ _ 8 248 LF a 7 160 LF 89 LF in T 7 W N 6 5 ((n N 1 1 5 6 d N a a 1 45 LF 7' 11' 5 SS S SS SS SS $ SS SS — SS SS — SS SS $ ii 605+00 606+00 T 607+00 60 +00`_ " 609+00 as p — as QS S as IQS as S as S IQS Q 0 1 aO w 5 TYP 2 4 � 2 4 � �-t.e -` -�-.L� rr-t �-;aY'<L,� -'�4 .�� �� �� --a-...:^�- <rtv .rte ��a7� e—e ' — _ _ — _ — — — _ _ _ _ _ _ �'�a e a a a a a a a a a a a aaa .a .._o a�a_c.�..`a `• aaaa a a."'aaa a`a 'v .a :a<-a as aaa as as a 'T�.. a c a '.. .aa.^ _'t._.'a. a a a .a-d a'>a9 a=4r GENERAL UTILITY NOTES Otak XREF LIST '4 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE Ltscale 30 /�� UNLESS OTHERWISE NOTED. �, `i- 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE UNLESS OTHERWISE NOTED. Resolved- 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 Otak, Inc 017052X-T LOTS-GIS FOUNDATION DRAIN LATERALS / PVC UNLESS OTHERWISE NOTED. ALL JOINTS, TEES, BENDS AND END CAPS SHALL BE 808 SW Third Avenue, Ste. 30 P17052X23 �, 48 UNIT PIPE NAME MATERIAL LENGTH IE ® MAIN IE 0 END SLOPE MECHANICALLY RESTRAINED WITH CITY APPROVED Portland, 28 97 204 56 UNIT RESTRAINED JOINT SYSTEM. 503. 28ak.co S17052B19 FDLATSB 8" PVC 3034 45' 193.55 194.44 0.020 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER www.otak.co P17052X60 GENERAL NOTES SEE SHEET COA. Q PR P17052X231-Full Build 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING •`t``lE. E,Jf Pnos2xoot /a .. WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT V5 ��O1NffQ �O,y ------- e ,VaaV"a d: CONSTRUCTION. � 91573PE r a°a 6. SEE ARCHITECTURAL PLUMBING PLANS FOR OSa CONTINUATION OF WATER, FIRE, AND SEWER e,aaaaaa eaa a°a° SERVICES INTO THE BUILDINGS. y, OREGON 6 aaa `a f. Fq O'er 5 SEWER CONSTRUCTION NOTES STORM DRAIN CONSTRUCTION NOTES F a tCN"o�� u°aaa`a CONSTRUCT SEWER CLEANOUT PER 1❑ CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. L=80.00LF ® OSd O CWS STD. DRAWING NO. 500, SHEET DRAWING NO. 500, SHEET C5.11. EXPIRES: 12/31/2019 aaaa<�'ca S=0.010FT FT C5.11. a y/ �� a STAMP 4 a°• a39 2❑ PRIVATE UNDERGROUND CMP DETENTION SYSTEM ° STUB PRIVATE 4" SEWER LATERAL 2' CONSTRUCTED WITH ONSITE IMPROVEMENTS. SEE CONTECH 7' DETAILS, SHEET C5.19-C5.22. FROM FACE OF BUILDING. FOR / / SDOF-7G O' CONTINUATION SEE BUILDING PLUMBING PLANS CONSTRUCT PRIVATE TRAPPED CATCH BASIN PER DETAIL DBG�LLC PROPERTIES 393 LF `\ / 1, SHEET C5.11. SDOF-7H 4 u�aa�Qa ° F� 3 SRDCCCO 12H90 1 �� PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. L=93.63LF ® IE IN= 200.47 (12" N) 0 4 X X� S=O. FT ( CONNECT STORM DRAIN LATERAL TO STORM DRAIN MAIN \ IE OUT= 200.27 12" S USING SIDE STORM DRAIN CONNECTION PER CWS STD. X X X X X X r Via. Sd DRAWING NO. 520, SHEET C5.10. a ea n °° t°a e� c° ae` e �I - F� ONSULTANT O NO.CONSTRUCT E IVE ET IC5 ET STRUCTURE PER CWS G 3. SEE LIDA TABLE BELOW 405, SEE H e / FOR MORE INFORMATION. SDCO-71 OS RIM= 212.01 1 CONSIRUCSHEETNDSCAPE AREA DRAIN PER NYLOPLAST I L=13 1OFT T IE IN= 201.47 (12" N) t'' BLDG .: ---- 5=0.010FT FT V'� IE OUT= 201.27 (12" S) " AREA DRAIN TIE 4Jd aSd ,�� � - ■ LIDA 6UNDER DRAIN. LATERAL INTO 8" PERFORATED 7 44 LF ° QSd IE IN= 202.37 r 5 -7i! FW FW m 8 E WATER CONSTRUCTION NOTES M� (JI 52 LF MIN 00 4 _ � � 8o C900 CNSTRUC IRE"PROTECTION DOMESTIC WATER LINE AND 4 r/ SDCO-7J 1 ` RIM= 210.99 � .. O CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 3 _ IE IN= 202.61 (12" NE) FIRE WATER LATERALS PER DETAIL 1 ON SHEET C6.01. STUB a IE OUT= 202.41 (12" S) 2' FROM FACE OF BUILDING. FOR CONTINUATION SEE BUILDING PLUMBING PLANS. LO SDCO-7K 1 U RIM= 208.78 3O CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER IE IN= 204.18 (8" SE) CITY OF TIGARD STD. DWG. 542 SEE SHEET C6.00. � L IE OUT= 203.98 (12" SW) - 4Q INSTALL 22.5' BEND (MJ). z O MI 5O INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE LINE N -r - - - - - T - - - - - - _. o \ - - - - - - - - - - - INSTALL 6"x4"x6" TEE (MJ). W - -- - - __ LIJ ), . I - V CONSTRUCT 8" C900 FIRE PROTECTION LINE. -, I WUj P-1 _ 8Q CONSTRUCT 6" C900 DOMESTIC WATER LINE U) SDA-8C 7 Z RIM= 200.54 7 SDA-8A IE OUT= 198.37 (6" W) BLDG 4 IE OUT= 195RIM= 200.83 BLDG 6.33 (6" NW) LIDA INLET DATA o. w U L=24.77LF ® 8 � a i o G - - N0. RIM IE OUT LENGTH/ SLOPE 0 w -S=O. 20 Fr \ -1 36 LF - TYPE ELEV SIZE � 6" DIP 36 LF 1 SDCO-84 35 LF 2 RIM= 201.54 SDOF-8C 2 SDOF-7G 210.4 206.35 0.114 Q w L=24.47LF ® IE IN= 194.53 (6" SE) L=39.83LF ® M 8 Q (� F- IE OUT= 197.33 S=0.020FT FT 2 6 NW 4 IE OUT= 194.44 (8" NW) S=0.020FT FT 4 n I I 4 8" p SDOF-7H 208.0 204.49 31 LF 0.010 LL ~ J A SDOF-8E 6 1I� -- -- -. - - _ - 6 SDOF-8D P�� -- - T ._: - \ ��. O LLI I 8 7 1 4 002 --r--F °I L Uj _ - tj ';DA-8B o... - _- ���a _ SDOF C 19 9 93 2 418" F 3 � � - - - ° a a a aaaa a c °�<,.-,.. ., - 'a `a `�: l.,°6°e '°a` °e° e°<aaa a`e ,a e' �a °a°c°a.��a..,aa°`+°`+°aae°a°a°a�a"a`;°-i+-°^°a °�°a--,-° . 7 SDA SB a a a a ° ° .aaa - eUm a a ° a a a a :. IE IN- 193 80' ° �:..y` `< a s_� �� RIM= 201.51 -� - 0.060 a a a a 8 NW 1 SDCO-8D _ a Uj SDOF 8D 201.1 196.05 41 LF �n_1L-9. a a a .a.ya.. w� , v IE OUT= 196.79 (6" NW) RIM= 197.93 = B. TITLE L=39.84LF ® 1 SDCO-8E IE IN= 193.01 (12" NE) 3 I8 ISE 192.47 5 41 LF # DATE DESCRIPTION 3 S=0.020FT FT RIM= 199.20 IE OUT= 192.91 (12" SW) 00 LF L=83.60LF ® SDOF-SE 203.2 197.39 8" 0.020 xx 1 7 LFN IE IN= 194.06 (12" NE) N L=85 .00LF ® (n L=86.40LF ® 1 S=0.022FT FT W V) 8 248 LF 7 89 LF a 5 6 - d IE OUT= 193.86 (12" SW) n S=O.OtOFT FT a =-O L15FT FT N SDOF-8F 196.0 192.44 3 8 LF 0.010 E M ll 35 LF SDOF-8G 198.1 194.15 8" 0.010 lwl� 8' 0 QSd Sd aSd a d d --� QSd a 4 d QSd a aSd aSd a QSd 32 LF o g' SDOF-8H 201.2 196.89 0.010 IE IN= 195.99 s Sd �- SSd s SSd SSd s SSd Sd s SSd e" 6 SE L=85.00LF ® 5 6 d' LIDA INLET NOTES: REVISIONS LL=82.141-F ® L-85.00LF S=0.015FT FT S=0.012FT FT 5=0.015FT FT 2 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA 192.09 ENLARGEMENT SHEETS FOR MORE INFORMATION. IE IN= 2 L=90.44LF ® L=85.00LF ® 5 f . RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE. 8 NW l -U SEE STD. CWS DWG. 405, SHEET C5.13. SLH KDC 0o IIII S=0.015FT FT 5=0.01 OFT FT - DRAWN BY CHECKED UrNo _-.Y<-f_`. -<_-- ._�__ -;laa°G`.aaa aaa°a�aaa°a�c'aCa°aa c`aaaaLa aaa;s a_aaaaa a a_a°asaaaaaeea_a,aaa 'aeaaa ae Qaa aaa- ,_aa.teyaaaa aaaaaaaaa°°aa°caaaa aaaes aaac`aa�,aa a aaaaaaaecaaaacaaa�aa.t.;aa a°sa°]e°.Q�o aG'aaa�aUca4aesa °ac-,eIl 8 SE , a<aacca°e°ad°°aa:a�c°uae a:a.aa caae°ca a°la,aa`aaa°'caaa.aaea aa°4 aaaaa<a aa .c�;^a,'a.aaa.aQaa ya6°a a� BY CWS SUBMITTAL IE IN= 193.62da 5 FOUNDATION DRAIN LATERALS STATUS _ _ _ SSCO-813 0611412018 RMC 202.17 1 4 - - - - - - - - - 4 SDOF-8F 6 RIM= 196.22 1 PIPE NAME MATERIAL LENGTH IE ® MAIN IE ® END SLOPE DATE m IE IN= 196.57 (8" SE) EX SLOPE - - - _ _ IE IN= 188.99 (8" NE) a ESMT SDOF-8G - - - - FDLAT8B 8" PVC 3034 45' 193.55 194.44 0.020 nosz IE IN= 196.57 (8" NW) 6 SSCO-B15 1 SSCO-614 1 - - - - - - - - IE OUT= 188.79 (8" SW) PROJECT NUMBER IE OUT= 196.40 (12" SW) SSCO-B16 RIM= 198.77 " IE IN= (8" NE) SDCO-8C RIM= 200.00 1 PROJECT IE IN= 191.93 (8 NE) 1 C4012 BOUNDARY IE OUT= 191.52 (8" SW) IE OUT= 190.26 (8" SW) RIM= 196.63 SDOF-8H 6 1 SDCO-8F IE IN= 193.33 (6" SE) IE IN= 191.61 (12" NE) 20' 0' 20' 40' LeI RIM= 200.48 IE OUT= 193.16 (8" SW) IE OUT= 191.41 (12" SW)- ©20180TAK,INC. _IE IN= 195.04 (12" NE) IE OUT= 194.91 (12" SW) SCALE IN FEET It this drawing is not 22*x 34'.K has been reducedtenlarged She . XREF LIST- Otak' Ltscale: 30 SEE SHEET C4. 14 Re_solve_d__ /� --- _ 017052X-T XLOTS-GIS D C7 2 SSCO-B 10 P17052X23 VV RIM= 190.30 ., a8 UNIT IE IN= 181.21 (8 N) venue,OtaInc 56 UNIT IE OUT= 181.21 (8° S); IE IN= 184.71 5 808 SW ThiPortland, ORt9720 S17052B19 -- -' - - - 8 SW 503. 287. 682 236 LF P17052X60 IE OUT= 191.00 4 6 SDOF-SA 1 N ( / - ` www.otak.corr P17052X231-Full Build P17052XO01 3 SDMH-SA p a O ��0 PRI) 0 ------- 13 RIM= 191.75 0 �l N SDOF-7A 6 / VSt��GtNf,,e y IE IN= 184.15 (8" SE) 0- R/W / 91573PE 9r IE IN= 184.03 (12" NE),-- ' 8 IE= 162.06 PUE IE OUT 183.83 12" NW a ( ) - -asem. FDLAT7-A SSCO-69 SSCO-B7 8 NW S� / ' ,a, a t RIM= 190.10 2 RIM= 184.75 2 ORE60N °aaa ,aaa Baa a<aa;aa a`t aaa`ta�e�a�aaa�a°ada aaaaaa a�e` a'�aaa t} 0 , .,a�a,�J� S 30 IE IN= 180.69 (8" N) IE IN= 175.71 (8" NE) L=17.50LF ® L-50 -`3 `< IE IN= 180.69 (8" SE) IE OUT= 175.51 (8" SW) S=0.190FT FT = 5 5 Q IE 161.5 - .00LF ® 3 °3 LF a IE OUT= 180.69 (8" W) SSCO-B6 2 2 SSCO-85 12 W EXPIRES: 12/31/2019 S=0.073FT FT 1 RIM= 176.70 RIM= 167.45 SSCO-B4 / STAMP 00 LF s p I IE IN= 169.39 (8" NE) IE IN= 158.74 (8" NE) RIM= 1 L=85.00LF ® _ IE IN- 158.74 (8" SE) IE IN- 156.18 (8" NE) 4 - _ IE OUT- 169.19 (8" SW) - - SSCO-B3 f� d S=0.062FT FT 21' JOINT PVT SANITARY IE OUT= 158.54 (8" SW) IE OUT= 155.98 (8" SW) / RIM- 163.22 2 CV RM WATER IE IN= 155.73 (8" NE) DBGIPROPERTIES IVAMA miQ� / IE OUT= 155.73 (8" SW) LLc aSd aSd /E IN= 182.60 ---IE IN= 187.36 S L=85 F ® SS 12 SE - - - ., -L=44.83 F 96LF ® -100.00LF ® o s SE s=o.ojFrSd s SSd _ SSd s SS _ SSd s s �, �, o cly .. tr Uj S=0.071 FT/ S-0.070FT FT S=0.105FT FT L=33.75LF ® S, 3j 62� � (e, - p F ® 8 a L_11.74LF ® L=88 03LF ® L=90 04LF ® L=86 03LF ® S=0.070FT FT O08 - -\ as. aSd o aSd 4Sd o aSd 4Sd c, CONSULTANT " S=0.105FT FT S=0.040FT FT 5=0.090 S=0.095FT FT \2g•�S / 3 W 1. -_ s, IE 0020 IN= 182.60 �/� . - - 12 SE V/ g a V a aoaaaai t ;'a°a�aa�y a`a°a !'aaaa� a�°�a ' 1 � / 22' JOINT PUBLIC SSCO-812 2 SDOF-8B s 8 I SDOF-6A �� aa;U� g / < SEWER SANITAREASEMENT STORMY AND RIM= 194.20 °' " SSMH-B8 �a < IE IN= 186.66 (8" NE) 2 I 1 SDCO-6C 3 SDMH-6B s. - IE OUT= 186.46 (8" SW) 2 SSCO-B11 RIM= 188.19 " Iii RIM= 172.23 RIM= 164.42 SDOF-WS RIM= 190,81 IE IN= 179.07 (8 E) „ FOR UTILITIES IN IE IN= 166.89 (12 NE) IE IN= 158.55 (12 NE) SDCO-6A IE IN= 185.18 (8" NE) IE OUT= 178.87 (8" SW) IE IN= 158.55 (12" E) 1 RIM= 162.99 / / WALL ST TIL SEE IE OUT= 179.60 IE IN= 166.86 (8' NW) _ PUBLIC UTILITY - - - - - - -IE OUT= 184.98 (8" S) - - _IE OUT- 158.35 (12" SW)-IE IN= 157.76 (12" NE) SDCO-86 - - - - - - - - - ';DMH-6E -IE OUT= 166.69 (12" SW)- - - - - - - SHEETS RIM= 195.09 1 RIM= 187.77- 7 - - - - - - - - - - IE IN= 157.93 (8" NW)- - IE IN= 189.53 (12" NE) IE IN= 178.95 12" N)- -IE OUT= 157.76 (12" SW) IE OUT= 189.33 (12" SW) IE OUT= 178.75 (12" SW) SDCO-6D EXISTING SLOPE PROJECT RIM= 180.56 1 EASEMENT BOUNDARY L=18.60LF ® IE IN 175.23 (12" NE) S=0.035FT FT IE OUT= 175.03 (12" SW) / / LO L.L. FUTURE WALL ST s Z 0 20' ' 20' 40' ^; / INDUSTRIAL PARK SCALE IN FEET w I- w GENERAL UTILITY NOTES SEWER CONSTRUCTION NOTES li 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPEZ 1 CONSTRUCT SEWER MANHOLE PER CWS STD. DRAWING UNLESS OTHERWISE NOTED. 010, SHEET C5.11. 0 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE UNLESS OTHERWISE NOTED. O CONSTRUCT SEWER CLEANOUT PER CWS STD. DRAWING FOUNDATION DRAIN LATERALS ww W 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 2 NO. 500, SHEET C5.11. PVC UNLESS OTHERWISE NOTED. ALL JOINTS, PIPE NAME MATERIAL LENGTH IE ® MAIN IE ® END SLOPE TEES, BENDS AND END CAPS SHALL BE CONNECT SEWER LATERAL TO SEWER MAIN USING SIDE MECHANICALLY RESTRAINED WITH CITY APPROVED O STORM DRAIN CONNECTION PER CWS STD. DRAWING NO. FDLAT7-A 4" PVC 3034 38' 184.74 187.78 0.080 U J RESTRAINED JOINT SYSTEM. 520, SHEET C5.10. Q W 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER Q L GENERAL NOTES SEE SHEET C0.1. O STUB PRIVATE 4" SEWER LATERAL 2' FROM FACE OF J 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BUILDING. FOR CONTINUATION SEE BUILDING PLUMBING LIDA INLET DATA J LL F- WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT PLANSW CONSTRUCTION. N0. RIM LENGTH 6. SEE ARCHITECTURAL PLUMBING PLANS FOR 5 PLUG SEWER LATERAL FOR FUTURE CONNECTION. IE OUT SLOPE } w H_ CONTINUATION OF WATER, FIRE, AND SEWER Q TYPE ELEV SIZE H F- SERVICES INTO THE BUILDINGS. O SEE PUBLIC IMPROVEMENTS UTILITY PLAN FOR 37 LF U U) SANITARY SEWER CONTINUATION. SDCO-6A 163.0 157.76 12" PVC 3034 0.020 TITLE STORM DRAIN CONSTRUCTION NOTES WATER CONSTRUCTION NOTES 15 LF SDOF-7A 199.3 155.91 8.LF � DATE I DESCRIPTION 1❑ CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. (� CONSTRUCT 6" C900 DOMESTIC WATER LINE AND DRAWING NO. 500, SHEET C5.11. �,•/ 8" C900 FIRE PROTECTION LINE. 41 LF E SDOF-8A 193.9 188.62 8" 0.110 2❑ PRIVATE UNDERGROUND CMP DETENTION SYSTEM CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 CONSTRUCTED WITH ONSITE IMPROVEMENTS. SEE CONTECH 2 FIRE WATER LATERALS PER DETAIL 1 ON SHEET C6.0. STUB * SDOF-88 190.8 DETAILS, SHEET C5.19-C5.22. 2' FROM FACE OF BUILDING. FOR CONTINUATION SEE CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. BUILDING PLUMBING PLANS. SDOF-W8 162.6 158.06 1 8 LF 0.010 DRAWING NO. 010. SHEET C5.10 (3� CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER CITY OF TIGARD STD. DWG. 542 SEE SHEET C6.00. LIDA INLET NOTES: PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA REVISIONS CONNECT STORM DRAIN LATERAL TO STORM DRAIN MAIN Q INSTALL 45' BEND (MJ). ENLARGEMENT SHEETS FOR MORE INFORMATION. S USING SIDE STORM DRAIN CONNECTION PER CWS STD. 2. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE 3 Q INSTALL 8"x8"x8" TEE MJ . NO GATE VALVES ON FIRE LINE SEE STD. CWS DWG. 405, SHEET C5.13. o DRAWING NO. 520, SHEET C5.10. ( ) SLH KDC *PIPE FROM BEEHIVE INLET IS VERTICAL WITH DIRECT CONNECTION TO 6 CONSTRUCT BEH I VE INLET STRUCTURE PER CWS DWG. 6 INSTALL 6"x4"x6" TEE (MJ). DETENTION BASIN. SEE CONTECH DETAILS C5.19-05.22 FOR DRAWN BY CHECKED BY NO. 405, SEE SHEET C5. 13. SEE L I DA TABLE ON TH I S CONTINUATION. CWS SUBMITTAL 8 FOR MORE INFORMATION. STATUS 0 ] CONSTRUCT FLOW CONTROL MANHOLE PER CWS STD. DATE a DRAWING NO. 270 SHEET C5. I I. DA Ezota 17052 PLUG STORM DRAIN LATERAL FOR FUTURE CONNECTION. PROJECT NUMBER 9 SEE PUBLIC IMPROVEMENTS UTILITY PLAN FOR STORM ^ /� DRAIN CONTINUATION. ( _4 ■ I 3 ©2018 OTAK,INC. o If this drawing is not 22'x 34".It has been reduce&wlarged.Scale accordingly. XREF-LIST--- .�� GENERAL UTILITY NOTES Otak Ltscole 30 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE UNLESS OTHERWISE NOTED. Resolved ------- 2 UNLESS NOTHERWISEHNOTED. SDR-35 PVC PIPE 01 7052X-T/XLOTS-GIS P17052x23 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 Otak, Inc. 48 UNIT808 SW Third Avenue, Ste. 30 PVC UNLESS OTHERWISE NOTED. ALL JOINTS, 56 UNIT O TEES, BENDS AND END CAPS SHALL BE Portland, OR 9720 6825 s17052e19 ^ MECHANICALLY RESTRAINED WITH CITY APPROVED www.otak.co rr YJ RESTRAINED JOINT SYSTEM. P17os2xso P17052X231-Full Build �. 7 �_ S`EC SH 4. FORPRIVATESEWER, STORM DRAIN, AND WATER p PROF P17052XO01 C SHEET C,4 2 GENERAL NOTES SEE SHEET COA. ��t� FfJ, -� . 5 ` `GINE CONTRACTOR TO COORDINATE IRRIGATION SLEEVING S E WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT `� ° CONSTRUCTION 91573PE l 6. SEE ARCHITECTURAL PLUMBING PLANS FOR 7 O I I = CONTINUATION OF WATER, FIRE, AND SEWER s orcoN \ SSCO-3E I d SERVICES INTO THE BUILDINGS. 1 I 7. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED �F � RIM= 210.21 � p CH1�0�. �SDOF-7J 5 IE IN= 207.01 (8� E) I 1 ° x RED. O IE OUT= 206.81 8" S) BLDG 5 E I EXPIRES: 12/31/2019 i SDCO-7G 1 STORM DRAIN CONSTRUCTION NOTES STAMP i o RIM- 212.88 CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD IE= 208.97 IE IN- 199.47 (12" N) _ IE OUT= 199.27 (12" S) a DRAWING NO. 500, SHEET C5.11. I Tin CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. PROPERTIES DRAWING NO. 010. SHEET C5.10 LLC M sLoc s PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. w v 3 , ;x IE OUT= 209.19 (8" W) I 4 CONNECT STORM DRAIN LATERAL TO STORM DRAIN MAIN L=7627LF ® S=0.053FT FT %° aa°aat°d° c°c '4 / / I '� 1 USING SIDE STORM DRAIN CONNECTION PER CWS STD. .RAIN GARDEN I I I00 o x DRAWING N0. 520, SHEET C5.10. IE IN= 187.75 /n (n IJ N 3 / CONSTRUCT BEH IVE INLET STRUCTURE PER CWS DWG /• _ 4 B NE Q�O / ,A°ay°°°<�a a 1 _ _ I <'°} _ CONSULTANT SDOF-71 I N NO. 405, SEE SHEET C5.13. SEE LIDA TABLE BELOW d JE IN= 208.80 = ,,� : FOR MORE INFORMATION. I, X G CONSTRUCT RIP-RAP PAD PER DETAIL 4 SHEET C5. 11. _ En IE IN= 189.13 4a `' � e 7� CONNECT WALL DRAIN TO ADJACENT LIDA DRAIN. ? 8 NE ^SDCO-7B L=100.00LF ® CONSTRUCT LANDSCAPE AREA DRAIN PER NYLOPLAST 1 ,,f DETA I L, SHEET C5. 1 1. RIM 196.19 I 5=0.100FT FTSDCO-7F 1 \ 'To IE IN= 190.33 (12" SE) I I RIM= 212.48 \ e I I to 1 g INSTALL 300 WYE TO JUNCTION 6" AREA DRAIN S2 IE IN= 190.30 (8' SW) o IE IN= 198.47 (12" N) 006 IE OUT= 190.13 (12" NW) d 1 SSCO-3D 1 _.1 IE OUT= 198.47 (12" S) LATERAL WITH 6" FOUNDATION DRAIN LATERAL. RIM= 203.90 J 5 l IE IN= 196.81 (8" N) -J SDOF-7B \ 23 LF IE OUT= 196.61 (8" SW) 1 p IE IN= 198.32 SEWER CONSTRUCTION NOTES \ 2 27 LF 4 8 E p 'n`,j 1 SDCO-7A IE IN= 193.56 4 I I a L ;, SDOF-7F O CONSTRUCT SEWER CLEANOUT PER CWS STD. DRAWING RIM= 192.14 s 8 SW I SDA-7A I „I 5 NO. 500, SHEET C5.11. IE IN= 186.05 (12" SE) \ A RIM= 213.13 8 IE IN= 186.23 (8" SW) IE OUT= 202.95 O STUB PRIVATE 4" SEWER LATERAL 2' FROM FACE OF IE OUT= 185.85 (12" NW) 6 r BUILDING. FOR CONTINUATION SEE BUILDING PLUMBING SDOF-7C I "' 5 SS �� / a z 1 SSCO-3A S� ss� 3 9 ^ IE IN= 197.37 S IMM LL 4 WATER CONSTRUCTION NOTES RIM= 192.61 �0)�9�P ® o Q 5 IE IN= 185.00 (8" SE) SSCO-3B L=29.39LF ® (� CONSTRUCT 6" C900 DOMESTIC WATER LINE AND W LO IE OUT= 184.80 (8" NW) 1 RIM= 197.04 \ ., 0 7 63 7 S=061 P C/FT Q �O v/ 8" C900 FIRE PROTECTION LINE. IE IN= 189.71 (8" SE) \ A Gj� 3 48 LF 9 d L= IO.00LF 0 IE OUT= 189.51 (8" NW) SDOF-7D ��9S 7 S=0.010FT FT, (� CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 W 5 -�47 6 L/ FIRE WATER LATERALS PER DETAIL 1 ON SHEEP C6.01. STUB LLI L=71.61 LF ® 3 TYP .070 c g 7 2' FROM FACE OF BUILDING. FOR CONTINUATION SEE S=0.071 FT FT \ 19 L BUILDING PLUMBING PLANS. L=29.56LF � � Z 1 SDCO-7C ® W LL LAT-A 3 CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER Q 1 RIM= 201,96 S=0.072FT FT M CITY OF TIGARD STD. DWG. 542 SEE SHEET C6.00. IE IN= 195.65 (12" SE) \ ° S a U' (n IE OUT= 195.41 (12" NW) `' P 4O INSTALL 22.5BEND (MJ). af w SSCO-3C O 1 RIM= 202.32 \� O INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE LINE IE IN= 194.47 (8" NE) 5 SDOF-70 IE OUT= 194.27 (8" NW) \ INSTALL 6"x4"x6" TEE (MJ). Q w j IE IN= 196.24 L=66.33LF ® SDCO-7E ( " H r 4 1 �../ CONSTRUCT 8 C900 FIRE PROTECTION LINE. CD L 8 SW S=0.010FT FT RIM= 211.54 I- J IE IN= 197.67 (12" N) 3 SQ CONSTRUCT 6" C900 DOMESTIC WATER LINE LL PROPERTY \ IE OUT= 197.47 (12" W) UJ O w LINE \ Q INSTALL 45' BEND (MJ) H SDC=-7D 1 F C1 � r^ RIM= 209.06 vJ IE OU 196. (1(1 E) LIDA INLET DATA TITLE IE OUT= 196.61 (12" NW) # DATE DESCRIPTION NO./ RIM IE OUT LENGTH/ SLOPE ''x d \ TYPE ELEV SIZE z \ SDOF-7B 191.6 186.39 16 LF 0.010 w 8^ mT J SDOF-7C 195.6 191.10 1 8 LF 0.051 0 SDOF-7D 199.1 194.56 1 S LF 0.063 v REVISIONS 3 SDOF-7E 205.5 199.09 16 LF 0.180 9 FOUNDATION DRAIN LATERALS 8" s o SDOF-7F 211.5 204.56 33 "LF 0.190 sLH KDC PIPE NAME MATERIAL LENGTH IE ® MAIN IE ® END SLOPE 8 DRAWN BY CHECKED BY N CWS SU FDLAT7-B 6" PVC 3034 57' 196.65 207.55 0.190 SDOF-71 196.5 192.00 3$ LF 0.080 STATUSBMITTAL S 0 101 LF DsnaizolB aSDOF-7J 197.6 193.06 8" 0.052 DATE WALL DRAIN LATERALS 17052 E LIDA INLET NOTES: PROJECT NUMBER N 20' 0' 20' 40' PIPE NAME MATERIAL LENGTH IE ® MAIN IE ® END SLOPE 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND C4014 PRIVATE LIDA ENLARGEMENT SHEETS FOR MORE INFORMATION. s WALL LAT-D2 6" PVC 3034 16' 196.97 200.08 0.200 2. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE SCALE IN FEET OVERFLOW STRUCTURE. SEE STD. CWS DWG. 405, SHEET C5.13. WALL LAT-F 6" PVC 3034 20' 196.01 198.79 0.139 ®2018 OTAK,INC. If this en drawl Is 22•■34 n has areduceNenlarged.Scale according