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Plans (21) S1T2018 - 00007 OFFICE COPY Otak I k.FIELDS APARTMENTS SITE UTILITIES RECJLIVL Otak, Inc. 808 SW Third Avenue, Ste. 300 R X C4.10 SITE UTILITIES SHEET 1 DF 5 ASR ? Portland, OR 97204 6825 R X C4.11 SITE UTILITIES-SHEET 2 OF 5 503.www.otak.com ��.�` Oft R X C4.12 SITE UTILITIES SHEET 3 Of 5 IMPROVEMENT PLANS X I C4.13 SITE UTILITIES SHEET4OF5 BL�I D1\�, t?; Ic1!?`r 0PRO, R X C4.14 SITE UTILITIES-SHEET 5 OF 5 � <<,�G 4 NES /�� X R C4.20 LIDA GRADING PLAN-R1-R5,R7,M1 � 91573PE l PRELIMINARY TIGARDOFZEGON X R 04.21 LIDA GRADING PIAN RB R10,R13,M2A,M26,M3 �,AOREGON X R C4.22 LIDA GRADING PLAN R11,R12,R14,M4,M6,WB,W9 <- s co T f 3 2� ci- X R C4.23 LIDA GRADING PLAN-R15-R22 D. CH\\-O SITE DETAILS I-I- J EXPIRES: 12/31/2019 X X C5.00 STREET DETAILS STAMP 1 X X C5.01 STREET DETAILS CC CC X X C5.02 STREET DETAILS -�- i\-- 1 ��- CL X X 05.03 STRIPING DETAILS DBG PROPERTIES LLC (I) CC J STORM&SANITARY UTILITY DETAILS w O 1_ F__. 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X X X C1.1 OVERALLSITEPLAN X LS1.2 PLANTSCHEDULE&DETAILS �// e. y1 X L51.3 NOTES AND DETAILS ► /� j 01.2 PRELIMINARY FIRE ACCESS PLAN I X X ��`1 SW YARNS STR=ET X LS2.0 SW HUNZIKER STREET TREE&SOIL VOLUME PLAN �� R r %. �,1c X X X 01.3 OVERALL GRADING PLAN 1 +s X LS2.1 SW WALL STREET TREE&SOIL VOLUME PLAN / �� 1 [ X X R C1.5 PRELIMINARY PLAT X L53.0 LIDA FACILITY PLANTING PLAN A // . i ` co /44.1111-111.N /../ In /�� t` /. rf: 3 GRADING PLAN X LS3.1 LIDA FACILITY PLANTING PLAN B �� = ii / y/ �� • ce H X C2.00 GRADING PLAN-SHEET 1 OF 8 X LS3.2 LIDA FACILITY PLANTING PLAN C 1.1 ck MEI ��,( , . .. ■ RI 1 �1 :,r o it :- L. ›_ i x C2.01 GRADING PLAN-SHEET 2 OF 8 X LS3.3 LIDA FACILITY DETAILS Film \ r----..."- -1.---9 J �\ ,./. . :'.4.' I', w .. _ 1;1(•-\\. . = �� ~ !r ti \�\ .; ,_j i 1 c=.) 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X C2.24 WALL PROFILES-WALL 0 X L1.3 BUILDING 5&6 LANDSCAPE PLAN n LIIJ W X C2.25 WALL PROFILES WALL E,WALL F X L1.4 LANDSCAPE PLAN OFFICE COPY ■ W Q PROJECT MAP PUBLIC IMPROVEMENTS(ROADWAY) X L1.5 LANDSCAPE PLAN c�'TY oP TICARD LL U 0 REVIE D FOR CODE COMPLIANC$ APPLICANT/DEVELOPER STORMVVATER ENGINEER N.T.S. X X L1.6 LANDSCAPE PLAN rn �� TITLE 03.00 TYPICAL CROSS SECTIONS A ro NAME: DBG PROPERTIES, LLC NAME: OTAK, INC. X X L1.87 LANDSCAPE PLAN OTC: i # DATE DESCRIPTION C3.01 SW HUNZIKER ST 10+00 TO STA 14+38.22 X L1.8 LANDSCAPE PLAN XX CONTACT: WALTER"SKIP"GRODAHL CONTACT: TAMARA CONNOLLY, PE,CWRE Permit #� X 03.02 WALL STREET STA 31+25 TO STA 36+50 X L1.9 LANDSCAPE PLAN Address: ADDRESS: 2164 SW PARK PLACE ADDRESS: 808 SW THIRD AVENUE, SUITE 300 110 z PORTLAND, OR 97205 PORTLAND, OR 97204 X 03.03 WALL STREET STA 36+50 TO STA 41+85 X L1,10 LANDSCAPE PLAN Suite #: i a PHONE: (503)807 6279 PHONE: (503)415-2373 X 03.04 SW 76TH AVE TRAIL X L1.11 LANDSCAPE SCHEDULE By: Dates _ ! 1 ' _, -EX C3.05 HUNZIKER STREET STRIPING AND SIGNAGE PLANS X L1.12 LANDSCAPE DETAILS SITE PLAN 1 X L1.13 LANDSCAPE DETAILS " CIVIL ENGINEER/SURVEYOR/PLANNER TRAFFIC ENGINEER X L1.14 LANDSCAPE DETAILS X R C3.10 SITE PLAN-SHEET 1 OF 4 H X L1.15 LANDSCAPE DETAILS NAME: OTAK, INC. NAME: KITTLESON AND ASSOCIATES, INC. REVISIONS A PLANNER: LI ALLIGOOD,AICP CONTACT: MARC BUTORAC, PE, PTOE X R c3.11 SITE PLAN-SHEET 2 OF 4 X L1.16 LANDSCAPE DETAILS OFFICE COPY ENGINEER: KYLE CHILDERS, P,E. ADDRESS: 610 SW ALDER STREET, SUITE 700 X R 1 C3.12 SITE PLAN-SHEET 3 OF 4 X L2.0 OVERALL WATER QUALITY FACILITY PLAN SURVEYOR: JON YAMASHITA, PLS PORTLAND, OR 97205SLH KDC o X R 03.13 SITE PLAN SHEET 4 OF 4 X L2.1 R1-4 WATER QUALITY FACILITY PLANTING PLAN ADDRESS: 808 SW THIRD AVENUE, SUITE 300 PHONE: (503)535-7419 PUBLIC UTILITY PLAN DRAWN BY CHECKED BY io PORTLAND, OR 97204 X L2.2 R5 8 WATER QUALITY FACILITY PLANTING PLAN APPROVED PLANS PFI SUBMITTAL 7-7 PHONE: (503)415-2408 X R C4.00 SW HUNZIKER STREET X L2.3 R9-14 WATER QUALITY FACILITY PLANTING PLAN INCLUDE UN-ATTACHED: STATUS • o ,_,_,SPECIFICATION BOOK. X R C4.01 SD01 LINE STA 600+00 TO 604+50 X L2.4 R15-22 WATER QUALITY FACILITY PLANTING PLAN STRUCTURAL CAI.CS 02/26/2018 GI.OTECH REPORT o X R 04,02 SD01 LINE STA 604+50 TO 609+30 X L2.5 M1-3 WATER QUALITY FACILITY PLANTING PLAN MISC DOCUMENTS DATE SITE INFORMATION X R C4.03 SD01 LINE STA 609+30 TO 612+55 X L2.6 M4-6 WATER QUALITY FACILITY PLANTING PLAN 17052 4- X R C4.04 SW WALL ST STA 31+00 TO 36+50 X L2.7 W8-9 WATER QUALITY FACILITY PLANTING PLAN PROJECT NUMBER -• CITY OF TIGARD, OREGON 14.88 ACRES (PARCEL 1) X R C4,05 SW WALL ST STA 36+50 TO 42+25 X L2.8 WATER QUALITY FACILITY PLANTING DETAILS CITY OF TIGARD 7.93 ACRES (PARCEL 2) X R C4.06 WALL ST POND INLET AND OUTLET Approved by Planning C 0 ■ 0 0 c, NO ADDRESS (TAX LOT ID 2S1010001600) X C4.07 PUBLIC STREET LIDA ENLARGEMENTS Date: . s (E--3 ©2018 OTAK, INC. X C4.08 PUBLIC STREET LIDA ENLARGEMENTS Initial : o If this drawing isnot 22"x34 it has been a reduced/enlarged.Scale accordingly. , CITY OF TIGARD GENERAL NOTES CITY OF TIGARD GENERAL NOTES a 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON /� , TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL WORK TO BE DONE PURSUANT TO THIS PERMIT. BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE Otak, Inc. FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 808 SW Third Avenue, Ste. 30C 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL Portland, OR 97204 DEVICES FOR STREETS AND HIGHWAYS", US DEPT OF TRANSPORTATION, FHWA, CURRENT EDITION. 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, 503. 287. 6825 DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION www.otak.corr 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. QED PROFCONTF� cz, AREA, 24. PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION 5'��G1 N�ER ::5"-- STANDARD MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY 91573PE 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED PRELIMINAY WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF CIVIL ENGINEER ALONG WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE. IN ADDITION, tp�AOREGON _ TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD THE THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE APPLICANT'S � T, �, 2 POLICE, DEPT. TUALATIN FIRE AND RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE F p c i - ' SERVICE PROVIDERS. (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). I EXPIRES: 12/31/2019 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING INCLUDE ACROBAT (***.PDF) FILE AND ONE 11x17 COPY OF AS-BUILTS. STAMP PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 25. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND dt ' �1 1L,r 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. DBG PROPERTIES SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS LLC IS ESTABLISHED. 26. THE PERMIT HOLDERS ENGINEERIINSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE#5). 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED, 27, THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF OR CONSTRUCTION ADEQUACY/COMPLIANCE, SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT 7:00 AM TO 7:00 PM DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER, HOLDER'S EXPENSE. CONSULTANT 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 AM TO 3:00 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT PM UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF ARTERIAL ROADS BETWEEN 3:30 PM AND 9:00 AM UNLESS AUTHORIZED BY THE CITY ENGINEER. DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET, UNLESS OTHERWISE APPROVED BY THE CITY 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. ENGINEER. PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. ASPHALT HAVE BEEN PLACED. 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR CITY'S PRIVATE DEVELOPMENT INSPECTOR, (5031639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FORA EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, PRECONSTRUCTION MEETING.. TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES, 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" w RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP, 437, DIV. 3 CONSTRUCTION, I- 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND SUB-DIVISION P- EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL CO 0 ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA, ALL WORK SHALL CONFORM TO THE PERMIT ASSIGNMENT CHANGES. Z TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY J CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED PERFORMANCE. EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE W Q FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR r:L 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. EASEMENTS. 2 W THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCEImi. Z AVAILABLE AT THE WORK AREA. VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS w OF NOTICE FOR THE VIDEO INSPECTION, ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF (.9 n 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE MATERIALS OF EQUIPMENT OF ANY KIND UPON ANY FINAL LIFT, V PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE < 6 CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY O N OF WORK TO ACCOMPLISH CLEAN-UP. DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING CL. W Et OF THE FACILITY. CS Q 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND r MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC V ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE COV♦ Et F- 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; PUBLIC IMPROVEMENTS. ON OCTOBER 1st OF EACH YEAR DURING THIS THREE (3) YEAR PERIOD, THE < LI_SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. O REESTABLISHED, REINSTALLED, OR REPLACED, WITH LIKE KIND AND MATERIAL. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS, PRIOR TO CITY H"" -1 FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE L.L. < 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED, DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN W 0 LT, AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING THE EVALUATION. >- z I_- SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND U O r v, STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL, 37. PRIOR TO ISSUANCE OF A SITE PERMIT, THE CONTRACTORIPERM€T HOLDER SHALL PROVIDE A CONSTRUCTION VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. PURPOSE OF THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT TITLE SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED FOR ON-SITE. NO # DATE DESCRIPTION BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON ADJOINING RESIDENTIAL PUBLIC xx RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT STREETS. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR E HOLDERS EXPENSE. INVOLVED IN THE CONSTRUCTION OF THE SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THE z APPLICANT, AND SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE T 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL PROJECT. LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS I ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE, CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. N CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. a 3, REVISIONS o 6 U o SLH KDC U DRAWN BY CHECKED BY kr)N o r- PFI SUBMITTAL o STATUS P- 17- r� 02/26/2018 V .o DATE Cl_ 17052 PROJECT NUMBER a rn $ co 0 o 00 . 1 09 ©2018 OTAIC, INC. v q If this drawing is not 22"x 34",it has been d reduced/enlarged 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. 1111111° A 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. 808 SW Third Avenue, Ste. 30 SHOWN, UNLESS OTHERWISE NOTED. Portland, 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.corn 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 ' PRkc� 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO COMMENCING WORK ON CALLING THE ADMINISTRATIVE CENTER. '`�a_Gh N EE. /� THIS PROJECT. 4. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. ``.' PER y 13. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM PRELIMINARY 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. 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 cs, OREGON 0 GROUND IN ACCORDANCE WITH RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 14. HYDROSTATIC AND AIR TESTING OF SANITARY LINES, STORM DRAIN LINES, AND MANHOLES SHALL BE moi- �Ar 3 2°^ co 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 FQ Ci-I\'- 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 I EXPIRES: 12/31/2019 I 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 CONTRACTOR'S 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"x4" 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"x4" AT -Lin/L - -1 STREETS. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THIS DRAWING, SHALL BE AREAS ARE TO BE PLACED IN ACCORDANCE TO GEOTECH RECOMMENDATIONS, THE CONTRACTOR SHALL EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4" MARKER. DBG PROPERTIES REPAIRED /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 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 2. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034 (SDR 35) INSTALLED 1N THE SATISFACTION OF THE OWNER. FOOT BEYOND EDGE OF PAVING, CURBS, SIDEWALKS AND SIDEWALK EXTENSIONS. ACCORDANCE WITH ASTM D-2321, UNLESS OTHERWISE NOTED. 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) CONSULTANT 4. UNLESS OTHERWISE NOTED ON PLANS, LATERALS SHALL BE 6" DIAMETER WITH A MINIMUM GRADE OF 2.0%. 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 a"-0" CRUSHED ROCK 6" UNDER OVERHEAD UTILITIES. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN INVERT TO FOOT OVER PIPE. 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 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF UTILITY TRENCHES, CONDUIT, VAULTS, CONFORMANCE WITH ASTM D69gATED TO THE RECOMPACTION. ALL COMPACTION SHALL BE DONE IN PRIVATE STORM DRAIN NOTES PADS, PEDESTALS, AND UTILITY TRENCH BACKFILL IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND 1. THE ENDS OF STORM DRAIN PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER EXTENDING A PLANS OF SERVICING UTILITIES (ELECTRICAL, TELEPHONE, GAS, AND CABLE). 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, MANHOLES, MINIMUM 36" ABOVE THE GROUND WITH THE END PAINTED WHITE. MARK TOTAL LENGTH OF 2"x4" AT EXPOSED VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH GRADE. STORM DRAIN INLET END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4" MARKER, 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. SURVEY. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS. 2. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER-TIGHT JOINTS. Cn CONTRACTOR SHALL CONFIRM BENCHMARK LOCATION AND ELEVATION WITH SURVEYOR. 13, RETAINING WALL CONSTRUCTION SHALL CONFORM TO DETAILS INCLUDED WITHIN THE GEOTECHNICAL REPORT, AND STRUCTURAL DETAILS PROVIDED IN THESE PLAINS. THE CONTRACTOR IS TO OBTAIN ALL 3. ALL SHALL BE PVC CONFORMING TO ASTM D-3039 AND INSTALLED IN ACCORDANCE WITH 13. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE FOR REFERENCE ONLY. THESE PLANS ARE NOT MEANT NECESSARY PERMITS FOR RETAINING WALL CONSTRUCTION. ASTM STORM SEWER UNLESS PIPESHALLIBE NOTED. TO SERVE BOUNDARY SURVEY PURPOSES. D-2321Z 14. ORGANIC MATERIAL (TREES, BRUSH, ROOTS, STUMPS, ETC.) SHALL BE REMOVED FROM THE SITE. STRIPPING 4. BE COMPACTED TO A DENSITY NOT LESS IN AREAS. MINIMUM 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 COMPACTION BACKFILLMUST INE COMP NON-STRUCTURAL ANITFILL AREA IS THAN 95% IN STRUCTURAL N IS TO FILLL PER ASTM D 1557 EXISTING FIELD CONDITIONS, SHALL BE APPROVED BY THE ENGINEER AND APPLICABLE REGULATORY AREAS. UNSUITABLE EXCESS STRIPPINGS SHALL BE DISPOSED OF BY THE CONTRACTOR. UNLESS III OTHERWISENNOTED IN GEOTECHNICAL REPORT.A AGENCY REPRESENTATIVE. GENERAL UTILITY NOTES 2 15. APPROVED EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH REGULATORY 5. STORM DRAIN LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE OREGON 1, ALL TRENCHES PARALLEL TOA BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING STATE PLUMBING SPECIALTY CODE (UPC). TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS Ilm.. AGENCY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND PERSONNEL FOOTING. COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE LINES ARE THOROUGHLY CLEANED. /1/ NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. ANY DAMAGE CAUSED BY EROSION Yom, SHALL BE CORRECTED BY THE CONTRACTOR AT ONCE. 2. ALL PIPE AND FITTINGS WITHIN TWO FEET OF A BUILDING SHALL BE OF A TYPE THAT IS ALLOWED FOR USE 6. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED (f) WITHIN THE BUILDING. FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE SIXTH O W 16. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. BEND OR OTHER APPROVED FITTING OF EQUIVALENT SWEEP. Om W F- 17. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD TEMPORARY OR HOT MIX 3. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER ) TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100' IN TOTAL DEVELOPED LENGTH, SHALL BE PRIVATE WATER NOTES � 0 AT THE CLOSE OF EACH WORK DAY. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. PROVIDED WITH A CLEANOUT FOR EACH 100', OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. AN a O ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION Z 18. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. CONFORMANCE 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 AND A ❑ WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY APPROVED BY THE ADMINISTRATIVE AUTHORITY. THE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES LICENSED JOURNEYMAN PLUMBER PER QRS 693.025. CO OF THE CONTRACTOR. IS 300'. Q 2. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE CONSTRUCTION CI 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL 4. EACH CLEANOUT FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN APPROVED TYPE. PLUGS SHALL -1I- J AND/OR ABANDONMENT OF EXISTING UTILITIES OR PROPER FILLING OF THE UTILITIES (SEPTIC TANKS, LINES, 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. u_ < W ETC.) IF THEY ARE TO REMAIN. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT CLEANOUT PLUGS SHALL BE INSTALLED WHERE RAISED HEADS MAY CAUSE A HAZARD. WHEN A HUBLESS W O W z THE STATE OF OREGON WATER MASTER 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS AND 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 Z W REMOVAL OF ANY EXISTING WATER WELLS. ACCESSIBLE FOR REMOVAL OR REPLACEMENT, GASKET, WITH PLAIN END OR DUCTILE IRON FITTING, OR CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE I- LU n CONFORMING TO ASTM 536, ANSI A21.5 (AWWA C151), AND ANSI A 21-11 (AWWA C111) WITH TYTON JOINTS, U 0V 20. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL 5. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION JOINT NO FITTINGS SHALL BE CLASS 250 CONFORMING TO ANSI A21-4 (AWWA C-104) AND ANSI A 21-10 (AWWA C-110). ALL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS MODIFIED BY THE OREGON SUPPLEMENTS. THE FIRE WATERLINES SHALL COMPLY WITH NF 24. TITLE CLOSER THAN 12"AND NO FARTHER THAN 36" FROM THE MANHOLE. NO FLEXIBLE COMPRESSION JOINT CONTRACTOR SHALL SUPPLY THE CITY ENGINEER WITH A TRAFFIC CONTROL PLAN. SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM WATERWAY 5. ALL TEES, BENDS, AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH A RESTRAINED JOINT SYSTEM # DATE DESCRIPTION 21. THE CONTRACTOR SHALL PROVIDE MAGNETIC TAPE OVER ALL NONMETALLIC UNDERGROUND PRIVATE WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER THE OREGON (MEGALUG OR APPROVED EQUAL) IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS. xx 0PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE. ai E STORM DRAINS, WATERLINES, AND SANITARY SEWERS. (OR AS SPECIFIED BY LOCAL AGENCY). 6.zNY 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 CITY OF TIGARD STANDARDS AND BE 22. A PRE-CONSTRUCTION CONFERENCE WITH CONTRACTOR, ENGINEER, OWNER, AND GOVERNING 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 JURISDICTION IS REQUIRED PRIOR TO STARTING THIS PROJECT. INSPECTIONS ARE REQUIRED PRIOR TO COVERING. TIGARD PRIOR TO ANY METERED SERVICE HOOK-UP. 0) 23. THE CONTRACTOR SHALL SOLELY AND COMPLETELY BE RESPONSIBLE FOR THE CONDITION OF THE JOB SITE 7. PRIVATE WATER LINES SHALL BE PRESSURE TESTED PER THE CITY OF TIGARD STANDARDS PRIOR TO FINAL E, DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 7. PRIOR TO BUILDING DEMOLITION: EVERY ABANDONED BUILDING SEWER, OR PART THEREOF, SHALL BE ACCEPTANCE, PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL PLUGGED OR CAPPED IN AN APPROVED MANNER WITHIN TWO FEET OF THE PROPERTY LINE. INSPECTION IS REQUIRED. 8. NO PUBLIC VALVES SHALL BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE CITY OF TIGARD. WORKING HOURS. REVISIONS a 8. ABANDONED STORM AND SANITARY SEWERS SHALL BE REMOVED IN THEIR ENTIRETY OR FULLY GROUTED. 6 24. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF INSPECTION IS REQUIRED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER SEPARATION BETWEEN SANITARY % PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND SHALL AT THEIR EXPENSE REPAIR OR SEWER LINES AND WATER LINES AS REQUIRED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AND STATE 0 REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE g. 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 SLH KDC WHICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF THE FROM SEWER LINE AT ALL TIMES. DRAWN BY CHECKED BY STORM SEWER. DEQ WANTS ALL OIL, GASOLINE, GREASE, ETC. TO BE TREATED AS ANY OTHER HAZARDOUS L. CONTRACTOR'S OPERATION. WASTE WITH ON-SITE CONTAINMENT AND REMOVAL BY LICENSED HAZARDOUS WASTE DISPOSAL . PFI SUBMITTAL 0 PROFESSIONALS. THE DEQ MAY ISSUE CITATIONS FOR INTRODUCING OIL, GAS, ETC. INTO A DRAINAGE 10. STENCIL "W" IN CURB LOCATING WATER METER STOPSSTATUS SYSTEM THAT CONNECTS TO THE SANITARY SEWER OR THE STORM SEWER, THE FACT THAT AN OILIWATER 11. WATER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE OREGON STATE 02/26/2018 s SEPARATOR IS INSTALLED INLINE WOULD NOT MAKE A DIFFERENCE. IT IS RECOMMENDED THAT THE DRAINS PLUMBING SPECIALTY CODE (UPC). TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED DATE CL TO THE OILIWATER SEPARATOR NOT BE INSTALLED. J INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE LINES ARE THOROUGHLY CLEANED. 17052 EE PROJECT NUMBER rn 0 ,i co N O 00 . 2 , N 2 ©2018 OTAK, INC. a m o If this drawing is not 22"x 34",it has been a reducedleniarged.Scale accordingly. 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Otak __________ . / - .4L / Otak, Inc' 808 SW Third Avenue, Ste. 30 200° G Portland, OR 972 ��S\°\0 ir: 503. 287. 682 /, www.otak.co / c .' i PRO, / ��GINEFR °4 / / \ �; 31573PE l ,, %---' \:. PRELIMINARY \a0 G / •-> / 'I s OREGON �fp\°\o •• 1- SAT 9 g N 5 �F -\\-21-0C / \ / EXPIRES: 12/31/2019 S ,1 STAMP ) 7 l 1Thrmil -1Thrifil:11_Th, '\\. \0 2S\° ,/ ' ///. DBG PROPERTIES i i /. . 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' U) (Cil- 0 (9 �s� �� ~ Y - - - - 24' ACCESS EASEMENT — MAILBOX - _ ` _ _ _ _ _ - - - - - � - - - � - - - - C= � ��,��►_ - - - - — - I LOCATION -- - - , � � � � Y - ~ _I CI — 1.1_ 1\' STAIRS W/ WHEEL TRASH ENCLOSURE 24' ACCESS EASEMENT ,` O W EXISTING SLOPE CHANNEL TO CONNECT TO (TYP.) r W }- W 4 EASEMENT WALL STREET INDUSTRIAL lIPROJECT BOUNDARY 4"' w `� PARK PEDESTRIAN PATH U (i CD O ' y I r tit TITLE - HFUTURE WALL STREET 4 # DATE DESCRIPTION FUTURE WALL ST I IMPROVEMENTS BY CITY OF TIGARD XX INDUSTRIAL PARK / 1 (BY OTHERS) Z \ \II - 00 C.\\ / -F •\�S O\ GA -2S\c j\- - ZT) 2 LEG - \ D SITE EXISTING PROPOSED c'l'7"; \ \\\\ HE1---- a y RIGHT OF WAY REVISIONS 0 a CENTER LINE - - o DAA<I ` G POVI QED: PROPERTY LINE - - - SLH KDC U DRAWN BY CHECKED BY EASEMENT LINE - -STANDARD SURFACE 233 PFI SUBMITTAL S • COMPACT SURFACE 184 STANDARD CURB -- ___ __ - - STATUS t ACCESSIBLE SURFACE 11 Q TOTAL RETAINING WALL ��••�:. � .' 02/26/2018 428 _ DATE ` TOTAL REQUIRED 428 SIDEWALK - . . _- ... 80' 0' 80' 160' m CITY ALLOWS UP TO 50% OF PARKING TO BE COMPACT SPACES 43% 17052 EDGE OF PAVEMENT PROJECT NUMBER . - -- SCALE IN FEET co 0 N C 1 N CIA O Q ©2018 OTAK, INC. 8i c If this drawing is not 22"x 34",it has been l d _ _ _ __ reduced/enlarged.Scale accordingly. XREF LIST Otak Ltscale: 80 Resolved 1/ ./� libi,i P17052X23C 48 UNIT Otak, Inc 5UNIT . 808 SW Third Avenue, Ste. 30 P67052X001 e ci / '/ Portland, OR 972 S 17052X 19C (15\ 503. 287. 682 Taxlot_selec:Ion / WWW.otak.con- P17052X60C �*,D PRO, I g'� ,4GIN•FR /per I 91573PE 9l / I I PRELIMINARY �QQ G l S OREGON 0 "\\:1:\°(\°\1C' 15\ • �A SAT 13, Z��`-' D. c1. 01-° • `LOp�C / PROJECT - 1 / _� EXPIRES: 12/31/2019 '\\--.�Q� / \ BOUNDARY • //41 STAMP i \ - / / H / - - -"-TrILA n-Lri-f-1)_11-,,_ '\'fp\ / DBG PROPERTIES LLC / ,' / C ' i� I I i \ �bQb ape oQ / / \ / ` \ 1p oti O- ,�pC 50.0 i \ Q'S -\-�1Q1�� -SO- DEVELOPME T- CONSULTANT \ \ EX 25.0' PRIVATE �S BUF / "S\-4t\t`6 • \ \ ACCESS AND � 1 \ \ UTILITY EASEMENT / / EX 50.0' PRIVATE \ \ # -S\v .- ...4 1° °I. 6p Nv �' ' Seo PROPERTY LINE ACCESS AND \ \\ l Q-ei ()64° i ' UTILITY EASEMENTN. �Q5 0� \ .\\-6Qo,\a� 606 g �' r� ' 'Lrfj\ ' R.O.W. ir. 'L i . I I d 25 ��,S� , DEDfCATION. / ��40- r �,o° FUTURE . ditii VI_ 0 0 o;16" " �� _• �� EMPLOYMENT SITE �� • i� -S,�0 / '\- �j, ': 1 (NOT A PART) Z 4 '. 1 , 25' TRANSPORTATION ,, ' � CO • '/ EASEMENT .`• �`�` 1 - a_A ��, CL �o�`�,Q� \ -. .... , • �.`,0" • B L R t ^� O� I~J7771/ a a a ] o / al'I a Ia I]I IaI H�1 I]l0� !'I'I I--I al VI a ❑ 0. \ / _ ___Y__N •✓� I V�J 400 \ \ TT!tit ) , ,1 n 7 J Tra I W p0 AM TRACT A T • I I , / ��,`�pQ : 1 STORMWATER RACT /// / 2 LU U 11 M . „AIMSr III. a 26.0' , ♦ 3 1® PUBLIC FIRE i II \ , Q 1; HYDRANT \ :�= = 4-CP U � C] V, „ — �� ,J =3 L� L� E.7.3 C�7 ,_, =—' . .111 \ IP - - 4 1 Ce LU "1 I 7 .... . t+ ` r I ` E 20.0 : 20.0' NA" � �k LL maim lir.: t . CLIIICC 26 •. ��. , . ...rtA "" M 'N-- -Y - ,� mN=B1 DG:'-1 . i.� ra■ou,:. .. - .. .. i • ir . 1 _ al -0-_., aqs.)=—•i; �] � ., _, CK ' _ ,' —P' 1--11—'411 !-' 1. 1 <IC '6 I/ 11 � °[m 1 - - . . Ir• 'it DI-I� -1 / I ,rl • .g, Fl_T_ 1Li• L Mfg; �;� lit i '."."1!$ - ,�" � N M N• M N ... -_ ..- � � L � • i••,r M � rri r+] N � � � N {��N ` asw� a t O o . • 1 �ri C 0 t _ N N r cr)- 4 / 4::::C ta - r _ _ - _ r -f 12' _ �� ; , �� — ]1T , ]1TF z j I,I;I,H ]I�I�I, ] , ,� J .,I '.Jl I l,I, UTLI ] ] ] ] ] ]1] ] ]' '� _,_. -........ 1.a.Y_. ' . z _,_ ___ ___ INIMINIMIlb _ . cc; ci q M 1 -1q -cI WI** CI 0 2 es/ c4 i _ - - — - � / mei LL ce 1353" EXISTING SLOPE © 0 © l,' W 0 W w EASEMENT t� I— Z CK �1y PROJECT BOUNDARY 1 U (_} 0 O.. \t t TITLE • # DATE DESCRIPTION N FUTURE WALL ST xx 6 � "----- INDUSTRIAL PARK 1 \ (BY OTHERS) z 0 // \ OO U ///V CI CN l4 1VFR FIRE ACCESS (LEGEND) REVISIONS 0 Q NOTES 5 GENERAL NOTES KEY © FIRE SPRINKLER CLOSET 1. ALL BUILDINGS TO BE EQUIPPED WITH AUTOMATIC FIRE O MOUNTABLE CURB WITH THICKENED DECORATIVE SLH KDC in SPRINKLERS PER NFPA 13. SIDEWALK TO SUPPORT 75,000 LB EMERGENCY 0 FIRE ENGINE (STAGING) DRAWN BY CHECKED BY in VEHICLE LOAD. ) FIRE HYDRANT PFI SUBMITTAL 2. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED. STATUS o 2 SPEED CUSHION WITHOUT MEDIAN : 150' HOSE LENGTH 02/26/2018 fi 3. FIRE DEPARTMENT ACCESS ROADS ON SITE ARE '•"""''•'":' FIRE ENGINE ACCESS ROUTE a DESIGNED TO SUPPORT AN APPARATUS WEIGHING 75,000 LB 3) RAISED PEDESTRIAN CROSSWALK. MAX SLOPE (MIN. 20' WIDE, 28748' TURNING RADIUS) 80' 0' 80` 160' DATE Li GROSS VEHICLE WEIGHT. UP TO PEDESTRIAN CROSSWALK IS 5%. FIRE ENGINE ARIEAL APPERATUS ACCESS ROUTE 17052 Q (MIN. 26' WIDE, 281/48' TURNING RADIUS, 15' < BLDG. < 30') PROJECT NUMBER 4. ALL VEHICLE ACCESS ROADS SHOWN ON PLAN HAVE SCALE IN FEET N TURNING RADIUS 28 FT (INSIDE) AND 48' FT (OUTSIDE).' (MIN. 20' WIDE, 28'/48' TURNING RADIUS) ��fjff HAMMERHEAD TURNAROUND ci. 5. ALL FIRE DEPARTMENT CONNECTIONS ARE TO BEC ■ 2 BUILDING MOUNTED. ct m —FW— FIRE SERVICE LINE co 2018 OTAK, INC. o If this drawing is not 22"x 34",it has been t_ reduced/enlarged.Scale accordingly. f \ , Otak 1 ., . . ,...„4: ( . 4 \ ��..., °�, Otak, Inc I / 808 SW Third Avenue, Ste. 30 / 1 Portland, OR 9720 503. 287. 682 -_,..•0100 1 I ti / www.otak.co -f -_ pI 1, o ,ts.GIN e6.4,91573PE 9r 1 ( t =x, , PRELIMINARY 1 �\1 S OREGON I `\\-TrOQ' C 11\ ti ti �� SAT �o'` 5 (15\ / 1 k i \ y ` t 0. C l+k'+. ��-10 / / 1 �J (- 1)1/(' 1 /8' / ) 1I EXPIRES: 12/31/20191° f 1 1 / /� l � 1 l�p STAMP �� /11 / I1� I I '90' 1I vI – n/�� I r l 1 � I i / � � I � , ��f 1 1 1I �•�-�'� l)/ J l ' 1 ) /I / te./ J t , , f I l I ' iono,,,, � / / / I // �l�L / 1 // : / 1 I 1' I \ �� l / DBG PROPERTIES LLC CI) 5101 y / / 1 11 / ' I / / I / i / / - / // / / ' �-/- I , sm�ir i I 1 1 I 1 i 10 0\ �j/ / / 1 �/ 1 �/�l I 1 1 1 I / I �� 13 \ �\�°p1o� Opti app G �/ I / ��71.-- 1 / I \ +� 11 I / // 1 I / l ' l \ (� ca -\\" 01� ��-? p QEV�LO;nM Ti / I / 1 + ( II t 1 P.U.E. >` 1 G\ / � I l r I l I J o { �� s711 \\ �\ EX 25' PRIVATE ACCESS // /�/i 1 I / l 1 I' I I r • 1 ! i J I �� l7/1 52' R.O.W. \ AND UTILITY EASEMENT 0 '� 1 0� \ \ "\\-�o�p10a // / // /i // / /l 1/ ro I 11 1 I I 1 i I,�' DEDICATION. CONSULTANT �\� p10 \ \ PAF' `LS ' S1 \ 50� / / // // / / // / 0 1 / / o '• �,`? 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STING STORE - - - / _ ,' I 0 0 EASEMENT - CHANNEL TO CONNECT TO a (NP•) } WALL STREET INDUSTRIAL PROJECT BOUNDARY J Q �/ s 1 PARK PEDESTRIAN PATH W w oW _\, A\ ...-r- I LL vo O FUTURE WALL ST INDUSTRIAL PARK TITLE (BY OTHERS) # DATE DESCRIPTION �, . I - - XX V / iii 0 / I/ z ` �\�pp1PI 0P �\S1p10P S tiS I GENERAL NOTES LEGEND i R. 1. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE SITE EXISTING PROPOSED U AND CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. RIGHT OF WAY - - REVISIONS 1 0 2. FOR PRECISE GRADING AND GRADING DETAILS/SECTIONS SEE CENTER LINE c) GRADING LAYOUT SHEETS. a PROPERTY LINE - - sLH KDC 3. FOR RETAINING WALL LAYOUT, PROFILES AND DETAILS SEE WALL DRAWN BY CHECKED BY oLo SHEETS. EASEMENT LINE - — - '� PFI SUBMITTAL g 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED STANDARD CURB =_ _-- STATUS FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. ALL I SURFACES SHALL BE GRADED SMOOTH AND FREE OF RETAINING WALL 02/26/2018 2 IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER- DATE a SIDEWALK 8C" C' 160' 0 -- n 17052 E EDGE OF PAVEMENTWIIMMMU PROJECT NUMBER SCALE IN FEET co N C 1 . 34 ,_ ©2018 OTAK,INC. If this drawing is not 22"x 34",it has been a_ reduced/enlarged.Scale accordingly. OtXREF LIST a . Ltscale: 80 Resolved L'P17052X23C a0°1 1Otak, Inc. 48 UNIT 5� � ;It' 808 SW Third Avenue, Ste. 30C 56 UNIT �� ►�� Portland, OR 97204 P 17052X001 ,tL S17052X19C �" �° 503. 287. 25 Taxlot_selection 9 y'S / • PROF 5 ��, ,41 Vc,'`(0�G,NSFR 42. 9l �'��,9 / PRELIMINARY S� / // tP OREGON A� / \\ / �� T 1 3, �0 �y S40'30'53"E / / �� 0 CH\N-Vi 6.40' / ' / `I , _I EXPIRES: 12/31/2019 / / II STAMP — / il i \ 1-114\ -1-7M-1:-1)_11---,-- j ' / DBG PROPERTIES z / LLC / /---' / / �t° /� 1196 --' / ' /I / / SNG��S F,Sa`� . 5,1*, zu SO / CONSULTANT ,�E-SS ' / F,G .__S86' 54' 26.68'°E // \ \\ `i� 11; -"� Z 93.08 / \ \ 'OS Z V \ N�\\ S. 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PROPOSED 24' ACCESS EASEMENT — — — — — 17052 EASEMENT LINE80' 0' 80' 160' PROJECT NUMBER 0 PROPOSED 8' PUE i. ..... ■�■ SURVEY MONUMENT SCALE IN FEET N 0 PROPOSED 25' TRANSPORTATION EASEMENT g C °1 • 5 3 (]] PROPOSED PEDESTRIAN ACCESS EASEMENT ©2018 OTAK, INC. 4 If this drawing is not 2T x 34",it has been d reduced/enlarged.Scale accordingly. OtaklXREF usr GRAD I NG NARRAT I VE GENERAL PLAN NOTES ABBREVIATIONS Ltscale: 30 I. ALL ELEVAT I ONS SHOWN ARE TO F I N I SHED GRADE GRADING WORK FOR THE FIELDS APARTMENTS MULTI--FAMILY AT TOP OF PAVEMENT, UNLESS OTHERWISE NOTED ON 6• SIDEWALK AT BUILDING ENTRANCES SHALL BE FF FINISHED FLOOR ResolvedCONSTRUCTED WITH SLOPE TO DIRECT SURFACE FG FINISHED GRADE �� I. DEVELOPMENT WILL CONSIST OF THE FALLOWING: THIS PLAN. DRAINAGE AWAY FROM THE BUILDING ENTRIES. GB GRADE BREAK P17052X23C 48 UNIT I. STRIPPING OF EXISTING GROUND PER GEOTECHN I CAL 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% SW TOP OF SIDEWALK7 SEE EROSION & SED!MENT CONTROL PLAN5 FOR Otak, Inc. 56 UNIT RECOMMENDAT I ONS (ORGAN I C MATER I AL: APPROX I MATELY 6"-8" CROSS SLOPE. 808 SW Third Avenue, Ste. 300 EROSION CONTROL MEASURES. ALL SPOT ELEVAT I ONS WITHOUT ABBREV I AT I ONS ARE Portland, OR 97204 517052819[ THICK) WITH DISPOSAL OFF-51 TE AND SOME STOCKPILING OF TOP OF PAVEMENT GRADES. 503. 287. 682E P17052X60C STRIPPINGS OR FUTURE PLACEMENT I N LANDSCAPE AND 3. ALL SIDEWALKS SHOWN AS ADA ACCESS ROUTES TO SEE SHEET [2.04 www.otak.corr P17052X43C NON-STRUCTURAL AREAS. BE CONSTRUCTED WITH MAX 2% CROSS SLOPE AND P17052X001 MAX 5% LONGITUDINAL SLOPE. - _ _ 2. ON-SITE EXCAVATION AND EMBANKMENT I S REQU I RED FOR ©� - -� -__� �Q`�,� PRO/45,4. AC PAVEMENT SHOWN AS ADA ACCESS ROUTES TO BE l 217.67 21 3.40 dos NSF O CONSTRUCTION OF PUBLIC STREET/UTILITIES, STORMWATER 4 - 1-..../. �, \ 21'3.75 22 04 224 23 R y CONSTRUCTED WITH MAX 2% CROSS SLOPE AND MAX _ - _ - 2171,83 �. 9 FACILITIES, AND ON-SITE GRADING. J 217.21 a . �! 9157317 / 5% LONG I TUD I NAL SLOPE, FOR A M I N I MUM ,•00, 1p �, Q + 0 0 0 0 DRIVE0 0 0 0 0 0 0 0 3. TRENCH EXCAVATION MATERIAL WILL BE USED FOR ON- SITE CROSSING WIDTH OF 5'. ' `21„ 6D ! N -- PRELIMINARY Q. a 230 I 71\15-LE It_ 223.Da z2�.23 s OREGON FILLS AND/OR HAULED OFF-SITE, DEPENDENT ON THE TIMING OF d i- \ © a z�g 218.33 ` 218.71 22.98 /• FA �� CONSTRUCT I ON AND THE QUALITY OF THE TRENCH MATERIAL, AS 5. PARKING LOT GRADES ARE BASED ON DRIVE A I SLE 217.05 217.12 218.37 218.45 223.03 �{ r z s 20 �� CENTERLINE PROFILES SHOWN ON SHEETS [2. 10 TO <, a 217.00 F p DETERMINED BY THE GEOTECHNICAL ENG 1 NEER. 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O EXISTING 101 CONTOUR -370 --- '-- -- --- I` \/ 6 CONSTRUCT RETAINING WALL (DESIGNED BY OTHERS)_ PROPOSED 2' CONTOUR 372 17052 m ,,1$l !I� SEE WALL PROFILES, SHEET [2.23 TO [2.25. PRDP05ED 10' CONTOUR 370 (11•1111111111 i PROJECT NUMBER �j 0 SIDEWALK STAIRS. SEE LANDSCAPE SHEETS FOR m NUMBER OF RISERS AND DETAILS. O SEE SHEET [4.20 TO [4.23 FOR DETAILED LIDA SPOT ELEVATIONS. PROPOSED RETAINING WALL 20 0 20 40 ...mss`^` ,..16 ,c-, 4 ADA PARKING MAXIMUM SLOPE OF 2% IN ANY •;••' • 11 : C2 00 Q O D I RECT I ON. O MATCH EXISTING GRADES. PROPOSED ADA ACCESS ROUTE ® �I m f• �� /�� P� " , ■ SCALE IN FEET ir :,;/��mar- PUP - -- 02o�a oTAK, INC. 99 ROUGH GRADING ONLY WITHIN FUTURE EMPLOYMENT o• �.o r - o' -- If this drawing is not 22°x sa^,a has been LANDSCAPE VALLEY la_ S I TE. reducedlenlarged.Scafe accordingly. XREF DIST GENERAL PLAN NOTES„ Ltscale: 30 1. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE 5. PARKING LOT GRADES ARE BASED ON DRIVE AISLE Otak AT TOP OF PAVEMENT, UNLESS OTHERWISE NOTED ON CENTERLINE PROFILES SHOWN ON SHEETS C2.I0 TO Resolved THIS PLAN. C2.13, WITH CROSS SLOPES AS NOTED ON PLANS. /A P17052X23C 6. SIDEWALK AT BUILDING ENTRANCES SHALL BE Otak, Inc 48 UNIT 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% CONSTRUCTED WITH SLOPE TO DIRECT SURFACE 56 UNIT CROSS SLOPE. 808 SW Third Avenue, Ste. 30 DRAINAGE AWAY FROM THE BUILDING ENTRIES. Portland, OR 97204 517052B19C SEE SHEET C2.04 SEE SHEET C2 05 503. 287. 6825 17052X60{ 3. ALL S l DEWALK5 SHAWN AS ADA ACCESS ROUTES TO 7, SEE EROSION & SEDIMENT CONTROL PLANS FOR _ _ www.atak.corr P17052x43{ - BE CONSTRUCTED WITH MAX 2% CROSS SLOPE AND P17052X001 1 MAX 5% LONG I TUD I NAL SLOPE. EROSION CONTROL MEASURES. ` / / --°- �- y --L-"AN--, of 0 ► 225.47c._‘_ 0 - f D 0 s # •,32•1 �{' SW SW o (--td: �N � vi7 23 4. 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TOP OF PAVEMENT GRADES. 20' 0' 20' 40' ` �J 4O ADA PARKING MAXIMUM SLOPE OF 2% IN ANY COPROPOSED ADA ACCESS ROUTE :1 `diftipo. _ DIRECTION. $ MATCH EXISTING GRADES. 44..r., C2201 Q SCALE IN FEET : tfivi �� kr LANDSCAPE VALLEI' 11 Mili �r "� diii ©2018 OTAK,INC- If this drawing is not 22"x 34",i1 has been reduced/enlarged.Scale accordingly. SEE SHEET C2.05 Otak ? +�./a4a�°a4/ / 2 71 3 / 't2�3.'.5 / - , use / j i -L 4.OU �l� / / / �/ �yQ�Jy 210.- - �d°4° \\ / �`�' 1J.8 Fe i �� Ll .$3�/ [ / / 2 fr e s / .4. .3..:,111.1 / 'V �] a FG I /� 212.37 0 SW �� I Fj •� �/' / / � � i 212. r ` ./ / / / / �83 / a ag99 ,�� / / Otak, inc v / 2'46 4 2 0 d 1 i F.1.83 _, �� / / FG/ 214. I 4 a a a / 808 SW Third Avenue, Rte730 711 - / N 2 .73 ` / f / a : ,� °4°a ort a d, O 9720 AI* 2-1"0. 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EXISTING 10' CONTOUR -370- - - - 4. AC PAVEMENT SHOWN AS ADA ACCESS ROUTES TO BE / STATUSPFISUBMITTAL t 372 CONSTRUCTED WITH MAX 2% CROSS SLOPE AND MAX FF FINISHED FLOOR PROPOSED 2' CONTOUR 02/26/2018 IT OCONSTRUCT BLOCK LANDSCAPE WALL. SEE LANDSCAPE 5% LONGITUDINAL SLOPE, FOR A MINIMUM FG FINISHED GRADE DATE PLANS. PROPOSED 10' CONTOUR 370 CROSSING WIDTH OF 5'. GB GRADE BREAK 20 0 20 40' 17052 1. OPROPOSED RETAINING WALL 5. PARKING LOT GRADES ARE BASED ON DRIVE AISLEPROJECT NUMBER 6 CONSTRUCT RETAINING WALL (DESIGNED BY OTHERS). ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE /-' 111,.// SEE WALL PROFILES, SHEET C2.23 TO C2.25. CENTERLINE PROFILES SHOWN ON SHEETS C2. 10 TO SCALE IN FEET PROPOSED ADA ACCESS ROUTE ME C2.13, W I TH CROSS SLOPES AS NOTED ON PLANS. TOP OF PAVEMENT GRADES. I •Aiiii11010 fifi' CI SEE SHEET C4,20 TO C4.23 FOR DETAILED L I DA SPOT . ..dP,' 6. SIDEWALK AT BUILDING ENTRANCES SHALL BE N� !r'��■`��44 � �I;, ELEVATIONS. LANDSCAPE VALLEY CONSTRUCTED WITH SLOPE TO DIRECT SURFACE (t S ;��r'� �; ©208 OTAK, INC. I . . r- Ir•. /I i��f r l C2 . 02 0 DRAINAGE AWAY FROM THE BUILDING ENTRIES. _ . . . --Willi:I./'///I.'/. i✓✓��.. _ - iwr If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. il XREF LIST Otaki Ltscale: 30 Resolved /� , P1 7052X23C Otak, Inc. 48 UNIT 56 UNIT 808 SW Third Avenue, Ste. 30C Portland, OR 97204 S17052B19C 503. 287. 6825 P1 7052X60C www.ota k.corr P1 7052X001 P1 7052X43C SEE SHEETS 02.06 Sc C2.07 ,,,,o t NRo'`sf, } „„ / , + 1 1 I f ( f I j I ` o o �, 91573PE Oy ilD 1 i .� / 11 / 1/jI I / . a i 1 1 �� 1/ r �/ PRELIMINARY S, OREGON • '19°. / / / / �A SOT 1 1 Lcn / --"-- -----.. ------ Z. r 186 I / / / it - / / / /1-- / - STAMP � � \ I / // / // / 11 1 / / / /1 / ( 1 - 1fi,� 1 r / 1 / _ / III / DBG PROPERTIES / - - 184- \ \ ; / 1 / / / / 11 v LLC i ' / / l � / . ,,,/ I I I 1 1 1 / /1 v° v v 1 / / r 1 ' 11 7777'/ J I v v !! / I I / /: 7_ vI1 II III °.l //// J 1 I / I I / / / /1 1'I II I v v• CONSULTANT / / / / / // / ; / �'.ft•: o°• ! / , vv K./77:''N'i FUTURE / / / / / / / // EMPLOYMENT SITE I / I I / / // / / • f .•/./ / / / l ' / / // // /1 1 ill 1 11 /` / 1 1 1 11 / // l 4 I / �I 1 1 / I I// / l KEY CONSTRUCTION NOTES LEGEND I i / / / / / / / / /// / $ (..-.) CONSTRUCT LANDING WITH 2% MAXIMUM SLOPE IN ALLEXISTING 2' CONTOUR 14 l/ DIRECTIONS. O � ' I / / I I / / // EXISTING 10' CONTOUR - -374 - - - - I / // // III I' O CONSTRUCT RAMP WITH 8.3% MAXIMUM SLOPE. PROPOSED 2' CONTOUR 372 I III I / /1 /1 PROPOSED 10' CONTOUR 370 / / // 1 / / f • r / O SIDEWALK STAIRS. SEE LANDSCAPE SHEETS FOR PROPOSED RETAINING WALL 'C- �� NEM ___ 5 � // / / , / I O I/ NUMBER OF RISERS AND DETAILS. --- _-_ - - 1 1 I I 1 / 7/ Ill } / I I // // / / ,/ II ING MAXIMUM SLOPE OF 2% I N ANY PROPOSED ADA ACCESS ROUTE (in CO Nf/ //,/. jDIRECTION. 0 / / / / / // / // 11 �, LANDSCAPE VALLEY F 0 / N. / / / / // // /1 T BLOCK LANDSCAPE WALL. SEE LANDSCAPE Z N • / 1r (� 1 ) / /// / // / // / C'7 / I ) J ( ( / // I 1 CICICISCPCAEOLODEANNANSSWSPTTARRALUURLCCK T RETAINING WALL (DESIGNED BY OTHERS). WI PROFILES, SHEET 02.23 TO 02.25. I I / / Jill ) ) / Ii W w J ) I 7 SEE SHEET C4.20 TO C4.23 FOR DETAILED LIDA SPOT W = I P / / //// // - O ELEVATIONS.ONS. / Zuf I ~ _ I II ) )///) / / I CI MATCH EXISTING GRADES.---' 1 / // / AI OC u� w \ \✓ / /)1 ( / ( W � � � II ROUGH GRADING ONLY WTHIN FUTURE EMPLOYMENT \\ //lI /I a ili X111 ili# v° r _! / SITE. Z I V I ) I l 4 dl. W I v-,/,/,/ i / • vv//� ) I1' !' 0ts1/ a )\ 1 I III d GENERAL PLAN NOTES CO Z 0 / // '' I. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE 0a_ Z / 4 v AT TOP OF PAVEMENT, UNLESS OTHERWISE NOTED ON ABBREVIATIONS `�'� 77 THIS PLAN. J Z ❑ /1 0 // FF FINISHED FLOOR - 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% FG FINISHED GRADE W 0 ❑ Q CROSS SLOPE. GB GRADE BREAKEt ��g .� r o o SW TOP OF SIDEWALK 11 / 4111111/1"1111111r air l 3. ALL SIDEWALKS SHOWN AS ADA ACCESS ROUTES TO 0 BE CONSTRUCTED WITH MAX 2% CROSS SLOPE AND ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE 14:// ito z MAX 5% LONG I TUD I NAL SLOPE. TOP OF PAVEMENT GRADES. TITLE �" � '� • # DATE DESCRIPTION 111111 CD 164.1 4. AC PAVEMENT SHOWN AS ADA ACCESS ROUTES TO BE J a ` ' a 4 �`. V ' CONSTRUCTED WITH MAX 2% xx a 4 a4�� .} l / ��- 63.64 CROSS SLOPE AND MAX!` j4., a f a / 1 I5% LONGITUDINAL SLOPE, FOR A MINIMUM Z / J + y �} / i 163.53 CROSSING WIDTH OF 5'. + I 1 ! I / 164.00 I� 176.29 0 176I �� l � I l sioa - Jo N / 1 1 � a / i ' 5. PARKING LOT GRADES ARE BASED ON DRIVE AISLE / / / / / �. I/// � I Q RIVE CENTERLINE PROFILES SHOWN ON SHEETS 02. 10 TO Ci / C2. I3 WITH CROSS SLOPES AS NOTED ON PLANS. ill _._. 0,, ____ _ asd - a / / / /f /// / sd 0 • AISL 1 , '- 1 �` 1 I . 164.35- 6. SIDEWALK AT BUILDING ENTRANCES SHALL BE r I / / / /I/�/ / zp�4aa aaaaaaaa,"a a a'a 4Qaaaaa� / �� 2o CONSTRUCTED WITH SLOPE TO DIRECT SURFACE Ua a a asa / / / / / / I aaQ� RAINo a4a4 *4<1 aaGiQaaa �`1aaaaaaa a aaI� a 4 ° / `�� / / / \ \ ) aaaa aaa � aQaaaa a4 as aaaa aa�4aaa ya444a 44 ' aaaa/ 6aaaaaa©a . DRAINAGE AWAYFROM THE BUILDING ENTRIES. 20' Q' 20' 40' REVISIONS oQ yaaQaQa ":]°.4 .1°,4' . .4°,4444,,,1„,a,,,,aa4aas I \ a aaayam a4�d 14a4 / aaaa 1,%-1 a4:i::: IIII g ^� \ J L,QaaQagQaa44a444aa�, CO ' 7. SEE EROSION & SEDIMENT CONTROL PLANS FOR = o I - � , 14.4 .4 aaQa44aa . I162.91 ' EROSION CONTROL MEASURES.v SCALE IN FEET sLH KDC Cr, ' 8. SEE PUBLIC IMPROVEMENT PLANS FOR HUNZIKER DRAWNBY CHECKEDBY / � v ST., WALL ST., WALL ST. STORM WATER FACILITY, PFi SUBMITTAL / / / � / / / ' AND PATHWAY ALONG EAST PROPERTY BOUNDARY. STATUS a /o D / <\ I f •/o 1 �1�-/- - -/- - - - - ` / / 17052 E = - - -- - - - 1 I } ' � / PROJECT NUMBER L. 14 0 3 ,..i. 1.1 02 . 03 ,„ . `r5-- ilMil 10114 Ogle% .< „ANL r_ ' ku A.:TT: : A////,n ©2o1a aTArc, INC. , If this drawing is not 22"x 34",it has been a, 0 a reduced/enlarged.Scale accordingly XREF LIST Oták Ltscale: 30 Resolved \ ' \ P17052X23C - 4)1 \ 808 SW Third AOtuue , Ste.Inc. n 0 548 UNIT6 UNIT \r��j\O�� \ \ Portland, OR 97204 5170526190 L \ \ 503. 28 ak.825 P17052X60C \ O5� orr P1 7052X43C \ \ ``� Pi 7052X001 \ )5D\ / `0ryPROP \ Nf/ \ � y c l 91573PE \ \ � ' PRELIMINARY \ / \ S OREGON \ \ / / 245.96 D. CH1V� / SW \ \ / _I EXPIRES: 12/31/2019 L \ r \ / STAMP 13 rcDS 1,/;,\ \ / '0 '0.. 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ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE E D k RECT I ONS. EXISTING 2' CONTOUR -- -- - -- --372- AT TOP OF PAVEMENT, UNLESS OTHERW i SE NOTED ON ABBREV I AT I ONS z OCONSTRUCT RAMP WITH 8.39 MAXIMUM SLOPE. EXISTING 10' CONTOUR - - - -370 - - - - 0 THIS PLAN. FF FINISHED FLOOR PROPOSED 2' CONTOUR 372FG FINISHED GRADE 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% -1 O SIDEWALK STAIRS. SEE LANDSCAPE SHEETS FOR PROPOSED 10' CONTOUR 370 CROSS SLOPE. GB GRADE BREAKSW TOP OF SIDEWALK N NUMBER OF RISERS AND DETAILS. N PROPOSED RETAINING WALL i 3. ALL SIDEWALKS SHOWN AS ADA ACCESS ROUTES TO ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE CD 0 ADA PARKING MAXIMUM SLOPE OF 2% IN ANY BE CONSTRUCTED WITH MAX 2% CROSS SLOPE AND 5 D I RECTION. PROPOSED ADA ACCESS ROUTE IIM EMI III. MAX 5% LONGITUDINAL SLOPE. TOP OF PAVEMENT GRADES. REVISIONS CO CONSTRUCT BLOCK LANDSCAPE WALL. SEE LANDSCAPE LANDSCAPE VALLEY 4. AC PAVEMENT SHOWN AS ADA ACCESS ROUTES TO BE 1 .ccPLANS. CONSTRUCTED W I TH MAX 2% CROSS SLOPE AND MAX 0 5% LONGITUDINAL SLOPE, FOR A MINIMUMSLH KDC aBY OTHERS). TH OF 5' U Cd/ CONSTRUCT RETAINING WALL (DESIGNED CROSSING W 1 D . DRAWN BY CHECKED BY j SEE WALL PROF I LES, SHEET C2.23 TO C2.25. N. 5. PARKING LOT GRADES ARE BASED ON DRIVE AISLE PFt SUBMITTAL 6o 7 SEE SHEET C4.20 TO C4.23 FOR DETAILED LIDA SPOT CENTERLINE PROFILES SHOWN ON SHEETS C2.10 TO ,i STATUS o C2.13, WITH CROSS SLOPES AS NOTED ON PLANS. ov2s/2o9s ELEVATIONS. DATE lt 4 p MATCH EXISTING GRADES. 6. SIDEWALK AT BUILDING ENTRANCES SHALL BE Lj CONSTRUCTED WITH SLOPE TO DIRECT SURFACE 17052 PROJECT NUMBER E co DRAINAGE AWAY FROM THE BUILDING ENTRIES. rii 7. SEE EROSION & SEDIMENT CONTROL PLANS FOR / I110 EROSION CONTROL MEASURES. 20' 0' 20' 4O' , ` C2 ■004 i �_ ,Or4111, : m 2098 OTAK.INC. 8. SEE PUBLIC IMPROVEMENT PLANS FOR HUNZIKER T1011 .1 -�*■ST., WALL ST., WALL ST. STORM WATER FACILITY, SCALE IN FEET ` ` • • v o • - `-"- r` If this drawing is not 22"x 34",it has been AND PATHWAY ALONG EAST PROPERTY BOUNDARY. reduced/enlarged.Scale accordingly. 0 a _ _ 1 . 1 tv Otak XREF LIST V �*+ Ltscale: 30 _ I O _ �� Af... w' ____ ----. tAl..„ _ i4.4 \ _ .._.... Resolved kl _ Alkrlir L - i 48 UNIT \ � \ ° ° - - - _ � � � - - � - - � P - r - � � - - - - - - - � o _ � � ° � Otak, Inc, P1 UNIT '' �� 0 1 o _ 808 SW Third Avenue, Ste. 300 56 UNIT _ 517052B19C ��y o ' m LII / / 5 , ��itiith � � ----. 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FG SW ,d, SW 1 Z SEE SHEET C2.02 T 3 aKEY CONSTRUCTION NOTES GENERAL PLAN NOTES ABBREV I AT I ORS 8 CI CONSTRUCT LANDING WITH 2% MAXIMUM SLOPE IN Al LEGEND 6. SIDEWALK AT BUILDING ENTRANCES SHALL BE (72 DIRECTIONS. I. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE CONSTRUCTED WITH SLOPE TO DIRECT SURFACE AT TOP OF PAVEMENT, UNLESS OTHERWISE NOTED ON FF FINISHED FLOOR REVISIONS o EXISTING 2' CONTOUR 372 DRAINAGE AWAY FROM THE BUILDING ENTRIES. FG FINISHED GRADE Col CONSTRUCT RAMP WITH 8.3% MAXIMUM SLOPE. THIS PLAN. GB 0 7. SEE EROSION & SEDIMENT CONTROL PLANS FOR EXISTING I 0 CONTOUR - - - -370 - --- --- - SW TOP DOFBSIDEWALK 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% PROPOSED 2 CONTOUR 372 EROSION CONTROL MEASURES. SLH KDC O SIDEWALK STAIRS. SEE LANDSCAPE SHEETS FOR CROSS SLOPE. ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE DRAWN BY CHECKED BY a) NUMBER OF RISERS AND DETAILS. PROPOSED 10' CONTOUR 370 3. ALL SIDEWALKS SHOWN AS ADA ACCESS ROUTES TO TOP OF PAVEMENT GRADES. o� PFI SUBMITTAL 4OADA PARKING MAXIMUM SLOPE OF 2% I N ANY PROPOSED RETAINING WALL BE CONSTRUCTED WITH MAX 2% CROSS SLOPE AND /i STATUS DIRECTION. MAX 5% LONGITUDINAL SLOPE. PROPOSED ADA ACCESS ROUTE MI ozizs/zola O CONSTRUCT BLOCK LANDSCAPE WALL. SEE LANDSCAPE a 4. AC PAVEMENT SHOWN AS ADA ACCESS ROUTES TO BE DATE PLANS. LANDSCAPE VALLEY CONSTRUCTED WITH MAX 2% CROSS SLOPE AND MAX l= 5% LONGITUDINAL SLOPE, FOR A MINIMUM cc, 7os2 PROJECT NUMBER CONSTRUCT RETAINING WALL (DESIGNED BY OTHERS). CROSSING WIDTH OF 5`. n CI cio5. PARKING LOT GRADES ARE BASED ON DRIVE AISLE 20' 0�.); -0'i SEE WALL PROFILES, SHEET C2.23 TO C2.25. I �', - N 20'75 0' 40 •iL�/±� _ C2 • 05 7 SEE SHEET C4.20 TO C4.23 FOR DETAILED L I DA SPOT CENTERLINE PROFILES SHOWN ON SHEETS C2.10 TO cz, C2. 13, WITH CROSS SLOPES AS NOTED ON PLANS. &lot NI � �e� ELEVATIONS. �4' �r a) SCALE IN FEET L - ©2018 OTAK,INC. $ MATCH EXISTING GRADES. 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P17052x23C / / / z a / / / / , / / ` 0 / / / / / 808 SW Third Avenue, Ste. 300 48 UNiT O / / o o / / / p / / l Parkland, OR9720a1 56 UNIT i 0 //4"/ l / / / / / 503. 287. 6825 5170528190 _ / / / / m / / 0 0 /0 / o `� / / / /� / www.otak.com P17052X60C / / / / • / / / o / / / / / / / 0 / / P17052X / / / / / / / / / / / / / l ��p PROfFf P17052X001 / / / / / / / / / / / / c�'``�,aG►N�� /p / / / / 7 / / i91/ O / / f / 10 / / / / / R y i. / ,. / / — — — — / ° / / / / / 91573PE l � / / / / T 7 / / / / / / / / 'L / / / PRELIMINARY / / / / V / / / / / / / I , OREGON ON / / / / / O 44t 1. / / / / / I- AT zo 03 ipk / / / 0 /7 / / / / / / !F 3. ��- _-- 7 / 1 / ill / 7 / D. ci.01:0 etr 0/ / / / I I / / / v / W / flikh / I / / / / // / / 0 / / // / / , p / / / / / / ' ' STAMP / / EXPIRES: 12/31/2019 z 7 / 7 / / / / 9 r _I--,F-1,;\ 1---J--Ln,- 4 / / / / / / Q � ,�/. . . . d1211111111.11"Militly .. o a a 9 a eT7---77-"'717L-7- / a DBG PROPERTIES / LLC ,- / e v _ y4111*Nommmor / u v _G / / / / / / / / / 4411111k b a q� Ai a / / / / / / / / / / / / / / / � _ / / / / / / // / / / / / / / � / / / / / �/ CONSULTANT 2�2" ----- / / / / / / / / / / / / / / / / % itiA __,.... 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S / '-"---196----------------------- / 96 / / / / �� /�4� / / / / /__/ / / / SLH KDC n / / / / / �'` / f / DRAWN BY CHECKED BY cst in GENERAL PLAN NOTES 4. AC PAVEMENT SHOWN AS ADA ACCESS ROUTES TO BE ABBREVIATIONS KEY CONSTRUCTION NOTES 41 PFI SUBMITTAL LEGEND I. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE CONSTRUCTED WITH MAX 2% CROSS SLOPE AND MAX STATUS 0 CI CONSTRUCT BLOCK LANDSCAPE WALL. SEE LANDSCAPE 5% LONGITUDINAL SLOPE, FORA MINIMUM FF FINISHED FLOOR� AT TOP OF PAVEMENT, UNLESS OTHERWISE NOTED ON CROSSING WIDTH OF 5. FG FINISHED GRADE oz�2si2o1a V PLANS. EXISTING 2 CONTOUR -372 THIS PLAN. DATE e GB GRADE BREAK g EXISTING I O' CONTOUR -- — — –370! — — J` 5. PARKING LOT GRADES ARE BASED ON DRIVE A I SLE 5W TOP OF SIDEWALK 17052 CONSTRUCT RETA 1 N I NG WALL (DESIGNED BY OTHERS). 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% CENTERLINE PROFILES SHOWN ON SHEETS C2.10 TO PROJECT NUMBER SEE WALL PROFILES, SHEET 02.23 TO 02.25. PROPOSED 2' CONTOUR 372 CROSS SLOPE. 02. 13, WITH CROSS SLOPES AS NOTED ON PLANS. ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE i� - / C 2 . 0 6 Cd1 SEE SHEET 04.20 TO C4.23 FOR DETAILED LIDA SPOT PROPOSED 10 CONTOUR 3. ALL SIDEWALKS SHOWN AS ADA ACCESS ROUTES TO TOP OF PAVEMENT GRADES �` ��'a ELEVATIONS. PROPOSED RETAINING WALL NEM M6. SIDEWALK AT BUILDING ENTRANCES SHALL BE o BE CONSTRUCTED WITH MAX 2% CROSS SLOPE AND ��'�`' MAX 5% LONGITUDINAL SLOPE. CONSTRUCTED WITH SLOPE TO DIRECT SURFACE 20' O' 20' 40' \/ DRAINAGE AWAY FROM THE BUILDING ENTRIES. t1 8O MATCH EXISTING GRADES. PROPOSED ADA ACCESS ROUTEAi"- - OM" Ik ';' ®241&OTAK, INC. 7. SEE EROSION Se SEDIMENT CONTROL PLANS FOR SCALE IN FEET - �� i v - o o_ O ROUGH GRADING ONLY WITHIN FUTURE EMPLOYMENT SITE. LANDSCAPE VALLEY EROSION CONTROL MEASURES. itthiadrawing is not 22'^x sa",it has been ` reduced/enlarged.Scale accordingly. XREF LIST Otak LEGEND Ltscole: 30 Resoled EXISTING 2' CONTOUR - -372 _....811111101.11.1.-4:AKA— 48 x23c1 / EXISTING 10' CONTOUR - — — -370 - — — - Otak, Inc S1 UNIT Co...) / PROPOSED 2' CONTOUR 372 808 SW Third Avenue, Ste. 3056 UNIT OR 9720s17052E319(1o / PROPOSED 10' CONTOUR 370 Portland, 5Q3. 287. 682 P17052X60CX001 / / `� PROPOSED RETAINING WALL www.otak.corr P17052x43c 7:i) T / _ �� _ 1� P17052X001 ------ 1 7 I r .� �� / / • w % �o 0 94116b. PP://-ra"a".""m' - -- — -- — ._ % �- PROPOSED ADA ACCESS ROUTE 5��`�D NROFFss�o / Ailk '�� ' / / r / / .. / LANDSCAPE VALLEY oc4.4L91573PE ' / 1 -4�r 1 v PRELIMINARY � / Nre • / i S, OREGON co _-- c / // . vv/ , v v; � r / 7111111411 / d D D p D%� 7/.s o°/ f % �j(� _I EXPIRES: 12/31/2019 a e / DDD/ / o v • ! ` // v ;/ STAMP �^ f e} v 1 I, / / / / :2// / ^ vI i' • ' a 4/ I41Si , DBG PROPERTIES / / / a D. ' I ` I I o / pb 'Ji/ I I / / / / / coo #4, / ' / /� y • / / / .' / v DDDDi / n 0l I 1 it // / / / / o .DDDi/ . / _ / // / I I a DDQ a1�1 / 1 / / / V • u D / I 1 CONSULTANT / / D fp pD�Dy / 1 / / / / o �o / l — / ; '1 / 1 1 1 / / / / / / I / �' e` ' / / / / / o ADD/ / / I I I D I / / , / / / / D ;.: / .---'- Vi r a Ir ' 1� �I / 1 / / / d\g‘' / / / i 40 41' / ir CP" / •C‘ q / '''D '7 / / 1 1 / 1 1 1 1 / / t / / 0 1 \ \ / \ 4 I / c / "' / / z <0 /if / / /°9 / / I ) \ °It ( / / 0 / ( .: II 40pCI) co ( /7 i l 0 1 / 7 / // i/A -441f c5) ,, / „...____- ____. ---- _____ _ ___--________ 1 /// / / / / / / /\ —3 76- i' ------\ : 4 ` I / ____- _____ _____ \ / ) / / 'A* . / / / 1 0 / / , / , . G ----'gpy _ / / / // s, v •,>° .' °: ) 1 \ i"."....,, 1—aD �i DDD° I / / / 0010,.1/2__� 1 1 1 1 V, 2 W W / a Q / I 1 W) V. 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D GENERAL PLAN NOTES J / / q� °;.,'� / ` / / O CONSTRUCT LANDING WITH 2% MAXIMUM SLOPE IN ALL / / v / DIRECTIONS. I. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE / 4 °% AT TOP OF PAVEMENT, UNLESS OTHERWISE NOTED ON 7. SEE EROSION & SEDIMENT CONTROL PLANS FOR DD' / 2 CONSTRUCT RAMP WITH 8.3� MAXIMUM SLOPE. THIS PLAN. EROSION CONTROL MEASURES. Lo DDD I C ` / / 0 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% REVISIONS l COSIDEWALK STAIRS. SEE LANDSCAPE SHEETS FOR CROSS SLOPE. ' D ABBREVIATIONS d DDD. / / / ) NUMBER OF RISERS AND DETAILS. 3. ALL SIDEWALKS SHOWN AS ADA ACCESS ROUTES TO Q �. �� / O ADA PARKING MAXIMUM SLOPE OF 2% IN ANY BE CONSTRUCTED WITH MAX 2% CROSS SLOPE AND FF FINISHED FLOOR SLH KDC o �/ / / , DIRECTION. MAX 5% LONGITUDINAL SLOPE. FG FINISHED GRADE DRAWN BY CHECKED BY // / / / GB GRADE BREAK // / / O CONSTRUCT BLOCK LANDSCAPE WALL. SEE LANDSCAPE 4. AC PAVEMENT SHOWN AS ADA ACCESS ROUTES TO BE SW TOP OF SIDEWALK PFI SUBMITTAL PLANS. CONSTRUCTED WITH MAX 2% CROSS SLOPE AND MAX STATUS 4,` //Nsi ( / 5% LONGITUDINAL SLOPE, FOR A MINIMUM ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE /, i" , CROSSING WIDTH OF 5'. TOP OF PAVEMENT GRADES. // 02/26/2018 1S/ / 6O CONSTRUCT RETAINING WALL (DESIGNED BY OTHERS). // DATE E / SEE WALL PROFILES, SHEET C2.23 TO C2.25. fi 5. PARKING LOT GRADES ARE BASED ON DRIVE AISLE �/// 17052 ESe CO SEE SHEET C4.20 TO C4.23 FOR DETAILED L I DA SPOT CENTERLINE PROFILES SHOWN ON SHEETS C2. I D TO 0, PROJECT NUMBER �' ELEVATIONS. C2.13, WITH CROSS SLOPES AS NOTED ON PLANS. 20' 0' 20' 40' coNiii EN! /17C CO MATCH EXISTING GRADES. 6. SIDEWALK AT BUILDING ENTRANCES SHALL BE S E iN FEETI `'- .�` .,.d ��, r ,.., - C2 • 07 N CONSTRUCTED WITH SLOPE TO DIRECT SURFACE ;i DRAINAGE AWAY FROM THE BUILDING ENTRIES. f■■�Mri/ a lfg r_ I:1 -- Y __ ©201$OTAK,INC. NN 7. SEE EROSION & SEDIMENT CONTROL PLANS FOR �- "'�liI�' - ° If this drawing is not 22"x34",it has been Q EROSION CONTROL MEASURES. reduced/enlarged.Scale accordingly. XREF LIST I Ltscale: 30 208I Otak Pol STr1:J r'I x.00 208 PVl ELEV:195.70 EG 0 STREET CL- -- r — f f J — — — /� , Resolved PVI 5T4'2+3?_(1C rc 9n nn 1 P17052X23C PVI ELEV:191.30 LVC:60.0) u�cn J — — r 48 UNIT 11:8.71 0.. _CD o r a? f r Otak, Inc. 56 UNIT 204 LVC-40.00 rn �', _ f - f 204 808 SW Third Avenue, Ste. 300 Lci tri trir Portland, OR 97204 S 17052819[ o opo 0 0 + + Ch j l — 1 503. 287. 6825 P17052X60C o co 0 0 - „ II P17052X43C ,cii c rn —CLI — f l W P17052X001 N r m� — 0 -FG STREET CL www.ota .cam - 200 ��,p PRN 200 I. �S ��+N�F ro VVI STA:1+$5.09 � � � �' � � ` i U co U r 2,M�' �-�+g 91573PE l BVI ELEV 1$6.32 3 �+ f K:7.90 �' � � � 196 LVC:60.00 _ PRELIMINARY 196 OREGON O01 O.4 in O LO tri Ili_ G 5Pl% 1- °AT 13, ash Q� N� rri U /iii /r� � 192 ._ ? _ ^� 192 _I EXPIRES: 12/31/2019 L STAMP 188 a: / - 188 DBG PROPERTIES LLC 1_____ 184 184 180+100 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 0 CONSULTANT PROFILE: DRIVE AISLE 1 . 1 +00 - 6+00 HORIZONTAL: 1. = 20' VERTICAL: I. = 5' CDO + CD HIGH PT STA: 9+11.82 216i IIGH PT LEV: 204.E7 216 Q PVI STA:9+00.71 PVI ELEV:205.68 0 K:44.44 + LVC:`.00.00 212 PVI STA:7+15.44 a, 212 r PVI ELEV:201.05 ---EG 0 STREET CL c r.fi ,,� 11:.5.5..5.5 a N W LVC:50.00 c CO 208 � - - - � ` -o -N -(. - 20$ J - - — � .� — Sao eco f1- �. m � r -- — � — � -. L � CD alO m-'sem r— -- r RI l 'Y — — ^ — �.— 1 ___- —Ill rrrr Z < -FC� 0 STREET CL cis cis v `�~ _-- I --� ~-- — ` — 204 -.. ....j> - -u .- . - 204 UJ W � ��-�---._. ,� -2.0(19 — _ °° 2.50% - ____ 2 ›t.. •ir T _ , 200rt 200 0 IX 1 a z 0) o CD W 196+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10-00 10+25 10+50 10+75 11-00 6 DIII. W J a � o LLPROFILE: DRIVE AISLE 1 . 6+00 - 11 +00 0 0 HORIZONTAL 1. = 20' ct Q IX VERTICAL-. " _ 5' CI < Q 0- 1.1.1 uCD Z 121W ° 5 c- Q 208 4 208 + PVI ELEV:'195.51 TITLE II II K:20.00 0 204 Q GJ L1 0.00 204 )#X DATE DESCRIPTION r--- — — — I_ J U `- ` V) LTJ IC) coL1) �' 6 , U') co 10 ,-i 1` ' `� —FG 6 STREET CL n 'L <I Ii m 200 ~ __ — 1 �, 200 � m 6aI -1.509 v �` , .. 196 �I~ ` __ — - II' , 196 ti -- -- a, :::ISI0NS o EG 4 STREET CL- — — �- -4 oay - s 192 ; ` - 192 as — ` KDC SI �' DRAWN BY CHECKED BY _ PFI SUBMITTAL ti 188 188 STATUS 1-5 02/26/2018 d 20' 0' 20' 40' DATE 17052 Li 184 ii 184 SCALE IN FEET PROJECT NUMBER 1140 11+25 11+50 11+75 12-00 12+25 12+50 12+75 13-00 13+25 13+50 13+75 14-00 14+25 14+50 14+75 15-00 15+25 15+50 15+75 16-00 HORIZONTAL N 5' 0' 5' 10' co PROFILE: DRIVE AISLE 1 . 11 +00 - 16+00 C2 . 1 0 SCALE IN FEET ©2018 OTAK,INC. HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' d VERTICAL If this drawing is not 22"x 34",it has been reduced/enlarged.Scale accordingly. Ot ic XREF LIST a Ltscale: 30 I Resolved 200 PVI STA: I fi+75.40 200 /A Ili PVI ELEJ:188.39 P17052X23C1 K:14.29 Otak, Inc. 48 UNIT L1't'i'\5.00 808 SW Third Avenue, Ste. 30C 56 UNIT +a rn S17052B19C co 0 rn 196 Portland, OR 97204 P17052X60C' � �� 196 503. 287. 6825 P17052X43C• + — ± r www.otak.corr P17052X001 - LI - ' � toiNE. /O l 192 192 R y 91573PE PRELIMINARY is OREGON ,gra 188 188 '.l AT 1 s, 2� �� U lr T0 - -f G V SItottl t:L _I EXPIRES: 12/31/2019 I. 184 184 STAMP i(\ j1,_14. 1-1-1r—liti—L,,_ DBG PROPERTIES 180 EG © STREET CL- ` �! — ^ 1 180 LLC 176 _ / \ PVI STA:19♦47.00 176 -.4.254, ~ �` PVI ELEV:163,27 K:5.61) \ _ LVC:49:00 _ 172 , N vd u) M CONSULTANT 172 N 1 + - ntb +. + Q) O) `- 6.I - w .o L 0 r c4i U U o rei 168 --- 168 II II N 164 , 0.50��.Q 164 -0.50%-�y ` STA = 19+71.65_ 0 160 I ELEV = 163.15 160 16-00 16+25 16+50 16+75 17-00 17+25 17+50 17+75 18-00 18+25 18+50 18+75 19-00 19+25 19+50 19+75 20-00 20-10 40•A PROFILE: DRIVE AISLE 1 . 16+00 - 21 + 10 HORIZONTAL: 1' = 20' CO VERTICAL: 1' = 5' 111 Z r= W 228 , 2282 , . ....._ PVI ST47-+•5Q_9n VVI ELEV:215.03 I K:3.12 ,- -- 224 LVC:5 Dt- r—o, 224 Ce sdi- ---- 0 t► (NI Or / ON � � c6 Z O 01 ^�RI 1•0� O N. i1) -' �+ cN N. - N II a. 0 r 220 `� U `� I.J II II u ¢ 220 w v J EG STREET CL- v � v � I-.5 _I nw Q O i4.00% LL' Z cc 216 / (11)-' A----- 3 216 Q Q 2.00% � �' f vI STA:1+€1.E3 I 1- PVI ELEV:1�9'�0 FG ® STREET CL- STA = 2+79.40 Z _ 212 ' 0 >7ELEV = 215.+ 2 212 W it.VC:62.50 - >~ IIIIIIIIIIIII■ Q NomI 133111 Ci ■ o CO 0\11± N 5�I' Ii U C� 208 • �� 208 l iW pd- Ci i UJ (jj U / j TITLE # DATE DESCRIPTION cNi old / m XX C.) cel / / ,t' 6 20Q v° 204 z o if m j, .LL, 200 I _ 200 2.00% 3. in Ji STA = 1+28.61 V ELEV = 198.q1 1 REVISIONS 196 I 1+25 1+50 1+75 2+25 2+50 2+75 196 a 1+00 2+00 3+00 3+25 U S o PROFILE: DRIVE AISLE 2, 1 +00 3+25 DRAWN BY CHECKED BY Q HORIZONTAL: 1" = 20' PFI SUBMITTAL -47 + ' * 1~ = 5' STATUS ti 102/26/2018 s 20' 0' 20' 40' DATE 9' 11111111 J MEI 17052 E SCALE IN FEET PROJECT NUMBER HORIZONTAL N 5' 0' 5' 10' C2 g minimm . MI NM SCALE IN FEET 0 2018 OTAK, INC. VERTICAL If this drawing is not 22"x 34",it has been D_ reduced/enlarged.Scale accordingly. 236236 O4aI XREF LIST 20' 0' 20' 40' Ltscale_ 30 L.Resolved PVI STA:4+29.75 SCALE IN FEET L 232 • FYI :LEV.s23..70 232 HORIZONTAL EG ® STREET CL- <:25.00 0 Ota k, Inc 5487UUN T 23C UNIT L1'C:100.00 _ qr-- __ � 5' 0' 5' 10' 808 SW Third Avenue, Ste. 30 Vi 567052B19C — — — — — — — " — u2 +N N. Portland, OR 97204 LOW PT STA: 2+X3.74 o� r — I— 503. 287. 6824 P17052X60C 228 LO1�' PT F'Lt r: Z 16.47 r — — - �- — -- �„ II ll 228 SCALE IN FEET www.otak.carr PVLSTA 2 - - 1 — , VERTICAL P17052X43C + N + � P17052X001 l r -� PVI FI FV 215 '�A co_i.. _ �t�p PROFF� n� - - - - l r K:10.77 map � � f 224 �'°° LVC:70Aa °' 44 224 4-44 �‘G 1 N eF/P -4* } N __-- f._ — _... - a ',-uo FG 0 STREET CL- r� O g 91573PE l STA = 1+00.00 I I " _ -� PRELIMINARY ELEV = 218.83 �a,.I + c �, s OREGON _ — N t1q 220 — — �w L; � . 0 �� T13. `b� �� — U 4X09►, 220 F v 40� ,� — –1.00% m ►� c}.+1 ta 2.00% z. _STAMP EXPIRES: 12/31/2019 �' 216 — 216 T__Tr-ift J-L-ii--tritl-L, DBG PROPERTIES 212 1 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+2512 LLC PROFILE: DRIVE AISLE 3, 1 +00 - 5+25 HORIZONTAL: 1" = 20' VERTICAL: i" = a' CONSULTANT 1 Lo 224 (IJ 224 1 — - .,_ r 4 r — � r --- - � --- _ _ rrr — — `mac° 220 220 PVI STA:2-47 3 Ff1I STA:3+33,92 — — — f — — — r r �� PVI EL�E1 08.43 FVI ELEV:208.86 -- — — — +N EG 0 STREET CL - K:13.:3 K:40.06 'g* rn - II i LVC:50.00 c o II Lvcaa,ao + N 216 --.- .. N d- C�1 0 . 216 rag I n CID cn w n Ln a' r` cs, in II II FG STREET CL- PVI STA:1+63.50 I /n t i I cd o o u°O, o PVI ELEV:204.23 % ' N � R i i `� 212 LVC:50.00 — - = .:4 CA I1 Li t- 212 (in > m w � m �I 0 re) — — in � 1.75% o3 re) i CO N 0.50% M 208 A STA = 1+0Q.03— v; v 3 208 LU {ELEVl X02.96 c ..04°1" 2 204 2.00% 204 Ce 4•4 Z 2Qa1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+7500 O W 1:1= [7 1 PROFILE: DRIVE AISLE 4, 1 +00 - 6+75 Q o (n HORIZONTAL: IN = 20' �VERTICAL: 1" = 6' C ) 0 Z Q CI 0 J J ~ 0 W (..)Q ° E >— <, ,_ ,:, LL UC7 TITLE # DATE DESCRIPTION XX N U CD N Z 0 5 N 0 N O n os REVISIONS 'o 0 s o SLH KDC 0 0 LL-) DRAWN BY CHECKED BY U, o g PFI SUBMITTAL STATUS 0 1 02/26/2018 DATE J 17052 E PROJECT NUMBER 00 ori co 0 c M C2 a 1 2 c.,„ �i ®2018 OTAK, INC. o If this drawing is not 22"x 3a",it has been a reduced/enlarged.Scale accordingly. LotXREF LIST a Ltscale: 30 lihk: Resolved /� P17052X23C Otak, Inc 48 UNIT 808 SW Third Avenue, Ste. 30 56 UNIT Portland, OR 972 S17052B19C 503. 287. 682 P17052X60C 224 224 www.otak.co P17052X43C PVI STA:8+54.91 P17052X001 - _ ~ 'I a:V:211.05 — — K:16.47 ') PROF — ~ 1 o 220 1 s ( , y t� a 91573PE l -4- N � � rn a_N _ n PRELIMINARY CO ` as 0 OREGON fo + N - + N FA ��" T13, V �� 216 FG STREET CL • m Li ' _ `I 216 cep 1�-f m _ CK - - -0.50% 1 \ J EXPIRES: 12/31/2019 212 D STAMP -....z.--...---- m-r S_ - _ 212 ----------.............. ----_, ........, .,-.__IrrIA DBG PROPERTIES 208 — 208 LLC -EG 0 'STREET CL 204 _ '� PVI STA:11+06.20 204 PVI ELEV:194.86 K:13.92 LVC:50.00 .1111 a r•-) PVI STA:11+9,5.55 CONSULTANT a co200 — _ T PVI FI FV QCf oI 200 corn to rn K:19.97 - -o LVC:50.00 1.0 P0 CS _ o � ►na L.0 "KI- ,r, 196 i -..-7,0E. ci ��r — co 196 .-- N + + ) �- -`36 N • \ `¢ 0$ N � cn � II I r � U 192 I -1192 1 ' -2.00% LO ` ` � _ + 188 ! 188 CO • ICI- 184 17+25 7+50 7+75 8+25 8+50 8+75 9+25 9+50 9+75 10+25 10+50 10+75 11+25 11+50 11+75 12+25 12+50 6+75 7+00 8+00 9+00 10-00 11-00 12-00 12-604CO LU J u) PROFILE: DRIVE AISLE 4, 6+75 — 12+60 Z Q HORIZONTAL: 1" = 20' W VBC�AL: 1" = 5' LU RTI E I— C i Ice 0Ci. o LU Pu J ocit o u_ Cflz0 0::: D 0 0_ w � Z ❑ W ° Q Q � w p LL c.) o CL TITLE # DATE DESCRIPTION XX N U iv E ca z S. 0 ca io, _ N U N =n 0 r.. U REVISIONS g U s n SLH KDC 0 cl DRAWN BY CHECKED BY L., o PFI SUBMITTAL Q STATUS r` 20' 0' 20' 40' 02/26/2018 DATE E a 1.1111111 17052 E SCALE IN FEET PROJECT NUMBER HORIZONTAL co E. 5' 0' 5' 10' N IM 1.1.=.11111111111111 C2 • 1 3 ill SCALE IN FEET ©2018 OTAK,INC. IAIA VERTICAL If this drawing is not 22"x 34",it has been a- reduced/enlarged.Scale accordingly. _.._ \ „\\ \:„_ _______v_.__ \_ ,......___, _., , , ontak 1 DG I ,------ -,---- _____. - ....--- j/1 \‘\ +nn +n i 4+ - 010 _ .A ki. n (:;,,,:;_.,.:0i .. D PDpDPi. J NI 1 A`i> A - y 1 I P/ 'A A P A A P p A ° I 1 rr pA AD A r. / / Otak, Inc. 1 i'P A° A • D P \ / D PD A PD° p FOR DETENTION POND GRADING ? 808 SW Third Avenue, Ste. 300 P AD A AD A A • / / 9 \ Portland, OR 97204 P AAIAAIAi • \ SEE SHEET C4.06 `` • 503. 287. 6825 1 NI,' DD°DDp •• / / % �' www.otak.com A D A p D A p D + ',DI,r> 4NDNDt. Di • O 7+38 7+00 6+00 i i / 5+00 \ J C.� PROf -7 • • ° - WALLGENERAL NOTES : �� `NE�R��°� o �� -- / iz 91573PE 9l -...-"-"-\-...- e `° s e ° s � :ii - .� - $ s D Dn • s PyP y ° , y ° m - P b ,- .fl D ° >, D. ° \ y �P - ° • !� � e / 1. CMU FACING BLOCKS ARE TO BE XXXXPRELIMINARY ° 6 • • . .n s •p_ p -s _ D° - ° D e s �, ° e y P . . ° e A s - p° DA p � • ° o -° s I r $ .�° /. p. °/ � OREGON44d q 4u 44 G4A4d q�44dq• 9 6 p A .O p- 4 44 4- d 44 4 a.t"d 4 4,4 Q4 d 4-,4"4d d4 4. 44 d-4'44,14 d4 4,44 d a 4 A q44 d 4 4 4444-4,"°,64444X-:6a1464444:4,,%4411, q 4�qq4 4 4 4 .q�4 4 44 4�a 4 4 EIJI.' 44d444�a4��d� � Qa44, ,Qw4q Qa444d•_4aS.4Q / +�� \�QT 1 �O� GJ d4 44� „ 441 - P. _p dq 4q , d4,e , 44z , 4 4a ,i • qn , 44 , dq„ 4d 4� „ 46p d� , 45‘41411-"4'4444-46-4' 4q q 4� .�dd . 2. STRUCTURAL DESIGN PARAMETERS FOR CMU RETAINING WALLS 3.�� ( =- ARE INCLUDED IN GEOTECHNICAL ENGINEERING ANALYSIS. F D. 11-�� s I CH 7 FACE OF CURB-1 - - \ �� 3. SEE SHEET CX.00 FOR WALL DETAILS 1 _J EXPIRES: 12/31/2019 32+00I I I 33+00 34+00 1 \35. 0// / I" STAMP I I I I I WALL STREET \ �_ 4. ALL WALLS TO HAVE A 4' FALL FENCE AT TOP OF WALL. I I I f SEE LANDSCAPE PLANS FOR MORE INFORMATION 1- PLAN: CMU POND WALL LEGES D DBS PROPERTIES HORIZONTAL: 1" = 20' LLC 20' 0' 20' 40' PROPOSED 10' CONTOUR SCALE IN FEET PROPOSED 2' CONTOUR EXISTING 10' CONTOUR EXISTING 2' CONTOUR CONSULTANT cv Q Q O o C) O rte O `-' M O `_, O `' r7 O :_-.. {'7 O � N O v N b r70 cp OQ co Op co Q. inp c0• 00 c0 OO cp Op c0 c:3+ � CO ± N. co + l' ( + N- up + N (0 +ri N (N0 + N (N0 3 877 7 8 m a 8 v 8 3 LEGEND (n C1 in C) in V In U in U 01 V U7 U I- • • • TW = TOP OF WALL r` CW = CONTROL LINE OF WALL 180 Li J- : 180 03 BW = BOTTOM OF WALL up BE = BOTTOM OF EXCAVATION FINISH GRADE 17, v TW TOP Of= WAIL (TW) I I I I l I I I I I I I 1 1 I I I I I I I I I I i I I I I I I I I I I I 1 1 1 I I I I I I I I I I I ' I , I k I i I I I I I i ' I I I I ' 1 I ' 1 1 1 1 1 1 1 I I I I I I I f I I I I I I I I --1 I - J- -1_ _ 1 . 1 - 1 - 1 - I I _ I I I 1 1 1 -- I I I I I I I I I I I I 1 I I I I I I I I I I t 1 - I _ I _ 1 I . I I 1 I I I I I I I I I I I I .1 -�� I I I /� I I I 1 I I I I I I I I I I I I I I 1 _1 --_1_ _J_- 1 1 i I I I I I I I I I I I I I I I I I I I I I I 1 1 I I lit 1 1 . 1_ 1 I I I I I I I I 1 I I 1 I I I �1 I I -1-1--I- 1 - /I 1 1 1 1 I 1 1 1 I I I I I I I I I I I I 1 [ ._ I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I { I I I I I I 1 I I 1 1 I I I I 1 1 1 f 1 I 1 TIEBACK LENGTHS AND SPACING 11 1 1 I I i I I I I i _ i i i _ i i i _ i _ I i i i i i I I I i i 1 1 1 1 1 1 I I 1 1 1 1 1 I I 1 1 1 1 1 1 I 1 [ i i 1 _ i _ i _ I 11 1 1 1 1 I I I I I I I l i 1 1 1 1 /� f I I I 1 I I I I _ I I I I I I i I I I I I I i I I I i l l I I I i I I I I III I _ I I I I _ I I I I I I I I I l i i I I _ I _ I i 1 I I _ I - I - f I _ I _ I - i 1 I - I - ! I 1 I 1 PER GEOTECH REPORT I I I I I 1 1 1 1 1 1 _ I 1 ] _ I . 1 _ II11I _ _ 1 I . I . II1 _ I _ I 1 . 1 _ -I -_- I . 1 I - _ I I - 1 - 1 - 1 I - I 1 - I - I - I . I 1 1 I I - 1 1 _ I _ I - I - i _ 1 . 1 _ I 1 - 1 I I I I 1 1 I I I I I - I _ I - I . I _ I . I . 1 . I . I _J._-_ I-_. I ... 1. . 1 _ I I . I .. I . I . 1 . 1 _ I _ I _...I_J 1_...I.-_- 1 I _I.._. I I Il I . I 1 . 1 1 . 1 I _ I - I - I - 1 - 1 1 - 1 - 1 - 1 - I - I - i - 1 . 1 . 1 . 1 - i - I - i - 1 . 1 . 1 - 1_ 1 - 14 r1 1 I I I I I I EXISTING GROUND .��1N. .\.4.h...t�...L...\L\'„. : \,,1..,..\s,C....1....1�.`..1 .l .1,\.>„\.,�.. \4 \ \\..,,,1...\\L\\\1\4�\...:,.\ $,,.�,,.,1 �\\\�L s\\1»��h,...�.....LL...1\ 1... I\.\\. \\-\\1.�..�` k."..N�..., 1,....�.,.,t....�..,.,L.\\, , )\\\...4.'• , -4..,...1.....1.,...4.•\\..\\\I'VZ,�� _ CC/11) I 160 -- - - - - ___- -- - • - - - -- - - 160 H CONTROL LINE (CW) (D PVC WALL DF'A1N, FINISH GRADE CW BACKFILL REQUIREMENTS PER (DISCHARGE TO 'OND) • _� GEOTECH REPORT -MAX WATER SURFACE ELEVATION - WALL FOUNDATION AND EXCAVATION Lii \-EXISTING ��ROUND AT = 100 YEAR EVENT = 361.65 BW VAR i ES - SEE GEOTECHNICAL REPORT. CONTROL LINE OF WALL CUT SLOPE AS ALLOWED BY GEOTECHNICAL REPORT AND/OR FIELD 2 L BE RECOMMENDAT I ONS. (I: I SLOPE MAX. Elm PER OSHA UNLESS GEOTECH PROVIDES OTHER RECOMMENDATIONS) Cie 140 140 04 g 135 135 OUIU W 0+75 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+25 <lc O J PROFILE: CMU POND WALL STA 00+85.77 - STA 04+25.00 o J HORIZONTAL: (l)1" = 20' u Q 1:21 (9 a LL Z Q PO W oQ- Z I~ N O moo * N ¢ O N =No `-c) c0 O O O C0 C3 d• O c,0 O O (J Ca C rO CO 4 + 06 N O FD) 4 ct Q Q LL U 4J a. in a) c0 Q r cp c0 + n Ni O () c0 O CrJ O O N Q 1n to CD O c 180 J `n co U) U - r +..9 cep !� tD r� !j .. rL TITLE 3 ~ In U Q (0 co co + (00 (Ni + IYi of 180i'L # DATE DESCRIPTION cv Cr) U (~n U 3 r` � f r co T N U7 (� Q }j < r xx U 01 8 U) 7i.....3 ai E Z1 1 co 0 1 1 1 1 Il\ - _ _ -•---+--- 1 - 11--r-•...N.. /• I • I I 1 i I I i I , , - TOP-_OF WALL (TW) a, II I I I I /� I - ! I ! i I L _l I 1 _-1 1 I_-I I I I I 1 i I I I I I 1 'I I I 1 1 I i I - I I I I I I I I l t I k 1 I I I ' 1 1 _-1-___1 _ I--_ I I 1 L_-_- , . I I I I 1 1 1 { I I I I I I I I I I I E t I I I I I I I I I 1 1 I I I I I I I I I I I I _ o pir-- �� I I ..��••�`� i 1 I I I I I I I I I I I l l i 1 I I I I I I I I 1 1 I I I I I 1 1 I I I I ] I I f E I f I I i , . r ��•`...•�� _ , -_1\-1 .�\\4\.... L\- ,.,.... .....\.,. ,,,,,,1.,....,1,... \•,,1..,.!��VIN..\\L''A\s,.,...,1,.,.,,,I,\\-1.,\\L..1. '1\\,1. ,..,\L\\.L\\1,,\\. \L-\.it.,, ,...1..,`L\'` ..1.. '''`L`ss,...L's•.1..,.1 's'I"``L''' "' ''s• .s`L`j':..1...,1,,...t...'A`",1...,.1 160 - - 160 ' --ALIGNMENT ANGLE CONTROL LINE (CW) " REVISIONS 0 POIN- 4 PVC WALL DRAIN, I a EXISTING GROUND AT (DISCHARGE TO POND) -4 PVC WALL DRAIN, CONTROL LINE OF WALL o (DISCHARGE TO POND) SLH KDC U DRAWN BY CHECKED BY Si -ALIGNMENT ANGLE POINT PFI SUBMITTAL o STATUS 0 02/26/2018 a DATE 140 140 17052 E PROJECT NUMBER - Les 135 135 co 4+25 4+50 5+00 5+50 6+00 6+50 7+00 7+30 = 2 PROFILE: CMU POND WALL STA 04+25.00 - STA 07+22.84 C2 • 22 ©2018 OTAK, INC. VERTICAL: 1" = 20' . TERiICAL: 1" = 10' It this drawing is not 22"x 34",it has been reduCedlenlarged.Scale accordingly, ,_ \.._-_ - - r Cannot draw reference system - no coordinate system assigned STA:,+OQ.00 _ ® J. -/ N BEGIN WALL •- �. { d / � • � rn I \ \ ` eeee°°eeee°el• eeele&AKA I' D J >' "7 I °°°ee°ee°ee^i eer�aeen°° a D _...01111111110.11.1A L, _, _ II4.,, rn e • eep e4 °°°n° , . - ___ � • i BLDG` I �'�-'� F CE/HAND- 'iL I Otak, Inc 1 r / I / 808 SW Third Avenue, Ste. 30 - 5,,i,'I ° STA:2+45.26 tN, 0 1 �, _. Portland, OR 972 END WALL STA:1+00.00 c2.``' N N p N I/ N STA:1+71.Q2 503. 287. 682 \.��-t 92 y II 5.d) — ---' _ ---� BEGIN WALL / END WALL www.otak.corr nt 4 • I ilk �. \� II �� STA:2+36.76 ' _ ` r, - - 0 9 -voiJ _ #?G\0 — = 4° ' 999� 99 0� r — PR\ ' ti ! — FR STA:1+47.06 -. a ' ° ! N , -C ° 00,99 9 9. 0 \ 1 200 ��o ��2 [I P0i 9157313E• WLLa A\a ° 2+.Q1 . - - I p Z�Q—� p I c0� � — +1, • '� < ° 5 20' o' 20' 40' �,111;1 40 _ _ , ff N p PRELIMINAY AP i 0 4 a ° f r , , P ° a ra ''..-1-`,___ I Oa 1g • ° 4• STA:2+10 31` . STA:2+32.97 ,�� 20 0 20' 40 ° i S�AOREGON ee i \ \ \ Or0 illin , / / AA Ci,), \ \ \ i GIT A. ° K \ SCALE IN FEET • ° I — f A a �"D CHS SCALE IN FEET e° 1 WALL A PLAN: STA 1 +00 - 2+45 Reference system definition - Coordinate System J EXPIRES: 12/31/2019 BALL B PROFILE: STA 1 +00 - 1 +71 STAMP ----_,,I\ iTh.,„___L-1}_t_, DBG PROPERTIES LLC Cannot draw reference system - no coordinate system assigned ' 240240 260 260 -- -I- e�i• , EX STING GROUND AT— a 3 EXISTING GROUND AT CONSULTANT CONTE OL LINE OF WALL in ¢ U CONTROL LINE OF WALL 220 220 240 240 r• FINISHED GRADE o ,�o c,'- X) 0,n FINISHED GRADE po n Qo �� r + ,r,o AT TCIP OF WALL + rnrn rnQ, + rnrn AT TOP OF WALL + ''r"v V IO T L a q ►Q.- }r � Q U (% 0 i�/JQ (j f�) Q U {FjJFU ANN L1] U (J] U O d• r O '— _ _ `_ 200 220 r .--- 200 r 220 — �` r i 11111 I 1 1 I I I It. ; N 3 1 CN 1 . 1 . 1 . 1 . I . I . I I . I . ! I . I....._.1 . I � cr- FQ3 Cn U I I IJI 1 180 180 200 200 FINISHED GRADE AT CONTROL LINE OF WALL FINISHED GRADE AT - ---CONTROL LINE--OF—WALL Ci 160 160 180 180 i) V 0+75 1+00 1+50 2+00 2+50 2+75 0+50 1+00 1+50 2+00 Reference system definition - Coordinate System limm 03 WALL A PROFILE: STA 1 +00 - 2+45 WALL B PROFILE: STA 1 +00 - 1 +71 Z Q V 20' ' / ° Icit ' H �11" ,ERTICALr = . - ■ VBRTICALw 2U__ _ J STA:1+47.06 _- f / ----- - -- STA:2+76.17 ---= til2 —J AP�' FENCE/HANDRAIL AP /��° Q ALL C �_ �>� , CC — —_ ii....F. ____j1c'I < Z 0 CD N . •' w w I STA:2+85.02_:1 `',, •1 CL J 111 ® I END WALL 1 2os�._ a Q _1 - _ - `- -74 111 I a LL - - I � � ° I CO crz o_ ri ri, ,r_.. CLUB HOUSE B i °., - Q Ct 0 E • ..,..• / ..., 1--"A .=1 .J - J ,L Z J _____ Lu — /41° - a / as — ° >" a STA:1+00.00 I f — — FSI-- I— iX BEGIN WALL e I / \Z I / A ) . 4° a` aaaa'74aaaaaaaaa4aaaaaaaaaa� �a4aaaaaaa aaaaa r a.. t . .. e 17._ 20' 0' 20' 40' TITLE / I �7 - . ° aa.- . a 6 •=.--1— —.— # DATE , DESCRIPTION M xx SCALE IN FEET WALL C PLAN: STA 1 +00 - 2+85 . LEGEND J 61 240 240 ' PROPOSED 10' CONTOUR FINISHED GRADE ---EXI'.TING GROUND AT AT TOP OF WALL n co N- f•-• (gcy c . CO TROL LINE OF W PROPOSED 2' CONTOUR + �t� + cD + o N c REVISIONS •,ti Q o • ,n n, `v 3 `� U + �, u, �,,_ EXISTING 10' CONTOUR •co in I:1 220 r C./ cn Q c) ^ U in ¢ CO Q 220 _- cg(.1 N EXISTING 2 CONTOUR o cp ( U f I I I 1 I I l I I 1 i �� 3 SLH KDC a '� I I I I I I I 1 I i I I 1 I I I 1 I I I I I I I I I I 1 I I 01—(--) DRAWN BY CHECKED BY I I 1 I 1 I I 1 1 I I- I I 1 I 1 I 1 I 1 I I I I I I I I I I 1 I I PROPOSED RETAINING WALL I I I III- r1III III 1 1 ! I I I Ili l l I � 1 IIIIII PFI SUBMITTAL -6 STATUS 0 N ---- - 200 -- -- - - - 200 02/26/2018 Q FINISHED GRADE AT DATE I CONTROL LINE OF .WALL 17052 I PROJECT NUMBER rn I"' 180 • 180 ZS 0+50 1+00 1+50 2+00 2+50 3+00 3+50 N WALL C PROFILE: STA 1 +00 - 2+85 C2 . 23 g HORIZONTAL 1" = 20� B 2018 OTAK, INC. -o o VERTICAL = ZD If this drawing is not 22"x 34",it has been o_ reduced/enlarged.Scale accordingly. ---—------k a 1'V ° STA:1+60.05" 1 `..�`° - ;,o�.�_ �� -- ---_ - 0-t----- V .00O0101°!::iiiii ilk • ----- \` ° �w� STA•2+15.81 \ �� _ Otak, Inc EC X22 2 •-v°\ EC \ ` 808 SW Third Avenue, Ste. 30C 220 s °- °° _ - Portland OR 97204 a �• 218 �� Q °vvvv \ ° ` v \ '° Q ° -- - —. _.. ._. .- - • - v v v v \ a ° y . ° ° 216/ Q� v°vvvv ° ,� - N �� 6WWW,otak.corr \ . vvv , ` �� \_____________. 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VER'T'ICAL: 1 = 20 o if this drawing is not 22"x 34",it has been 0 a reduced/enlarged.Scale accordingly. \ Otaic \ XREF LIST LEGEND \ \ // Ltscale: 1 SITE EXISTING PROPOSED \\ \\ 0l) p0 // Resolved RIGHT OF WAY -- -- - - - -�-� \ .' �r3\ / C17052_DD TTLB - - - \ // _ CENTER LINE \ i \ / 41 1%° _ Otak, Inc 017052x-T{,XLOTS-GIS LOT LINE - - -- -- \ \ // 808 SW Third Avenue, Ste. 30 P1 7052X23C \ a / • EX 25' Portland, OR 9720 48 UNIT EASEMENT LINE - - -•-- - - - - \ 'f' \ / INGRESS/ EGRESS 503. 287. 682 56 UNIT CURB \ \\ /// ACCESS EASEMENT www.otak.co S17052B19C \ \ \ P17052X60C RETAINING WALLS \ / rV A' P17052X001 ,r(1� P • 4= arc.) PRO,' SIDEWALK I . . • „I \ V`_ '`� ‘4G1NEF `/p LIDA FACILITY l ...I \ t4 ��, �0�65 0 91573PE l \ I I' • tiS PRELIMINARY OREGON OFF-SITE LIDA FACILITY I4;"•°4;°4a�° 4;•.".4d \ 8' •' � SEE PUBLIC sFA � SURVEY MONUMENT VEGETATED IMPROVEMENT SET �� T s, `�� EX 50 PVT \ FILTER STRIP SHEET SW 76TH FOR F D. 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PLAN FOR THE NUMBER OF STAIR RISERS. 1 GENERAL NOTES ) INSTALL 411 WIDE WHITE STRIPE. 11 RETAINING WALL PER WALL PLANS. 02/26/2018 CONSTRUCT PRIVATE ON SITE SIDEWALK PER DETAIL CONSTRUCT CONCRETE STAIRS. FOR DETAILS SEE DATE a I. FOR UTILITIES, SEE SITE UTILITY SHEETS 22 2 ON SHEET C5.0I. 15 LANDSCAPE PLANS. SEE PLAN FOR NUMBER OF •� O CONSTRUCT CONCRETE SIDEWALK PER CITY OF O CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER 1�0sz E 2. FOR PRECISE GRADING AND SPOT ELEVAT I ONS, SEE PRECISE GRADING PLANS T l GARD STD DWG. N0. 120 SEE SHEET C5.00. 2 LANDSCAPE PLANS. RISERS. PROJECT NUMBER 3 INSTAL PRECAST CONCRETE CURB STOP PER DETAIL 1fi 3. FOR LIDA DETAILS, SEE LIDA ENLARGEMENT PLANS Q 7 ON SHEET C5.01. TRASH ENCLOSURE. FOR DETAILS SEE BLDG PLANS. CONSTRUCT CURB TRANSITION PER DETAIL 8 ON ADA RAMP WITH GUARD HAND RAILING. SEE O SHEET C5.01 CoLANDSCAPE PLANS FOR RAILING DETAILS. FORC3 . 10 4. COORDINATE ALL IRRIGATION SCREEN ING UNDER PAVED SURFACES WITH CONSTRUCT DRIVE AISLE AC PAVEMENT. FOR STRUCTURAL DETAILS SEE WALL PLANS. 17 CONSTRUCT SPEED CUSHION PER DETAIL 2 ON SHEET 30' O' 30' fi0' IRRIGATION CONTRACTOR O STRUCTURAL SECTION SEE DETAIL I ON SHEET 9 C5.0********** MINI 111111111•=1 a !NSTALL ADA STRIPING AND 51 GNAGE PER DETA f L 6 ®2018 OTAK,INC. C5.0 I. O ON SHEET C5.0 I 1$ SCALE IN FEET PEDESTR I AN BR I DGE PER BU I LD INC PLANS. If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. I XREF LIST �Q5\ // ..._ 0 a i _, . „ Ltscale: 1 LEGEND / V lip TRASH ENCLOSURE Resolved SITE EXISTING PROPOSED /// A ,.. 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CHANNEL. SEE LANDSCAPE PLANS FOR DETAILS. SEE DRAWN BY CHECKED BY N_ MODIFIED FOR LIDA FACILITIES. PLAN FOR THE NUMBER OF STAIR RISERS. PFISUBMITTAL OINSTALL 4" WIDE WHITE STRIPE. 11 RETAINING WALL PER WALL PLANS. STATUS GENERAL NOTES • O CONSTRUCT PRIVATE ON SITE SIDEWALK PER DETAIL 15 CONSTRUCT CONCRETE STAIRS. FOR DETAILS SEE 02/26/2018 2 ON SHEET CS.OI. CONSTRUCT CONCRETE SIDEWALK PER CITY OF CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER LANDSCAPE PLANS. SEE PLAN FOR NUMBER OF DATE a I. FOR UTILITIES, SEE SITE UTILITY SHEETS Q T I GARD STD DWG. NO. 120 SEE SHEET C5.00. 12 LANDSCAPE PLANS. RISERS. INSTALL PRECAST CONCRETE CURB STOP PER DETAIL CI 17052 Li 2. FOR PRECISE GRADING AND SPOT ELEVAT I ONS, SEE PRECISE GRADING PLANS ' 7 ON SHEET C5,0 I. CoCONSTRUCT CURB TRANSITION PER DETAIL 8 ON CI ADA RAMP WITH GUARD HAND RAILING. SEE TRASH ENCLOSURE. FOR DETAILS SEE BLDG PLANS. PROJECT NUMBER $ SHEET C5.01 LANDSCAPE PLANS FOR RAILING DETAILS. FOR r 3° FOR LIDA DETAILS, SEE LIDA ENLARGEMENT PLANS �, • CONSTRUCT DRIVE AISLE AC PAVEMENT. FOR STRUCTURAL DETAILS SEE WALL PLANS. 17 CONSTRUCT SPEED CUSHION PER DETAIL 2 ON SHEET 4. COORDINATE ALL IRRIGATION SCREENING UNDER PAVED SURFACES WITH ' STRUCTURAL SECTION SEE DETAIL I ON SHEET INSTALL ADA STRIPING AND SIGNAGE PER DETAIL 6 C5.0********** 30' 0' 30' 60' c4 !!! - :i IRRIGATION CONTRACTOR C5.01 9 ON SHEET C5.01 1$ C3 . 1 1 Q PEDESTRIAN BRIDGE PER BUILDING PLANS. SCALE IN FEET ©2018 OTAK, INC. o a if this drawing is not 22"x 34",it has been reduced/enlarged.Scale accordingly. CONSTRUCTION NOTES XREF LIST „ CONSTRUCT STD 6 VERTICAL CURB PER CITY OF CONSTRUCT PARKING BAY AC PAVEMENT. FOR 10 14 CONSTRUCT MOUNTABLE CURB PER DETAIL 5 ON CONSTRUCT CONCRETE STAIRS WITH BICYCLE WHEEL Otak' Ltscale: 1 O T I GARD STD. DWG. NO. 125, SEE SHEET C5.0 UNLESS Q STRUCTURAL SECTION SEE DETA I L I ON SHEET C5.01. SHEET C5.00. CHANNEL. SEE LANDSCAPE PLANS FOR DETAILS. SEE MODIFIED FOR LIDA FACILITIES. PLAN FOR THE NUMBER OF STAIR RISERS. Resolved C.) I NSTALL 4" WIDE WH I TE STR I PE. 1 1 RETA I N I NG WALL PER WALL PLANS. „all ,........AK-A C17052_DD_TTLB CONSTRUCT PRIVATE ON SITE SIDEWALK PER DETAILCONSTRUCT CONCRETE STAIRS. FOR DETAILS SEE Ota k, Inc 017052X-T/.XLOTS-GIS O 2 ON SHEET C5.01. ( CONSTRUCT CONCRETE SIDEWALK PER CITY OF 12 CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER CrioLANDSCAPE PLANS. SEE PLAN FOR NUMBER OF 808 SW Third Avenue, Ste. 3001 P17052X23C O T I GARD STD DWG. NO. 120 SEE SHEET C5.00. O LANDSCAPE PLANS. RISERS. Portland, OR 97204' 48 UNITSTALLON PRECASSHEETC5T CONCRETE CURB STOP PER DETAIL 1fi 503. 287. 6825 :) 17N156 UNIT .0 I CONSTRUCT CURB TRANSIT 1 ON PER DETAIL 8 ON ADA RAMP WITH GUARD HAND RAILING. SEE TRASH ENCLOSURE. FOR DETAILS SEE BLDG PLANS. www.otak.con- 517052B19C J SHEET C5.01 Co) LANDSCAPE PLANS FOR RAILING DETAILS. FOR P17052X001 SEE 4 CONSTRUCT DRIVE AISLE AC PAVEMENT. FOR STRUCTURAL DETAILS SEE WALL PLANS. 17 CONSTRUCT SPEED CUSHION PER DETAIL 2 ON SHEET QED PROTFs P17052X001 / ?� STRUCTURAL SECT ION SEE DETAIL I ON SHEET 9 INSTALL ADA STR IP 1 NG AND SIGNAGE PER DETAIL 6 C5.O********** S��Gi N eE,�`�Oy / C C5.01. O ON SHEET 05.01 18 ” 91573PE 9� 3. 1,3 PEDESTRIAN BRIDGE PER BUILDING PLANS. PRELIMINARY r S OREt;ON ° i. r �e 4 3, <<, r ' a CH11."O I r / I EXPIRES: 12/31/2019 L r STAMP r / 1111.14"*%%4444,08e RAGENEL 0 ES N T ---,.r " ` t / DBG PROPERTIES I. FOR UTILITIES, SEE SITE UTILITY SHEETS LLC / ---.., 2. FOR PRECISE GRADING AND SPOT ELEVATIONS, SEE PRECISE GRADING PLANS 3. FOR LIDA DETAILS, SEE LIDA ENLARGEMENT PLANS / / , , 4. COORDINATE ALL IRRIGATION SCREENING UNDER PAVED SURFACES WITH / 'r r IRRIGATION CONTRACTOR / r r I r CONSULTANT r r vvq r . , ° v r ! / r r ' r r • o I LEGEND r r ' / SITE EXISTING PROPOSED r ' �� RIGHT OF WAY — — — r r /• • _' CENTER -- - — 1 r `r / ' LOTENL 1 NLE LINE EASEMENT LINE r ' -- --- --- --- -- --- --- --- - /: if r r ' I CURB ' f / RETAINING WALLS MEMMEMMEMMEMMEMMEM r r i S 1 DEWALK E .1 ' r II LIDA FACILITY I . . .. I Cr) • L4 ' ' • v° OFF-SITE LIDA FACILITY n'.d4,,444na46`'.44 NI r a / SURVEY MONUMENT • Z U r '' / , f LL W FUTURE r ' 4 10 jo =v) EMPLOYMENT SITE r ' , (NOTA PART) r ' H CO f r W r f I' Ce W i / w ' r I Q Z4 w ! 52, a 0 ' - RA (LLD � 4 TRACT A r ' I . < 0 PUBLIC STORM r ' / ' CD- CO Z WATER FACILITY , 0_ fr r 1:3 J r J EQ a. / 3Q oo w ' W ` / - - ., at i / NEM H v.,_ , 11111E cn r / vqv v r e .v , TITLE I I I _ N f / , # DATE DESCRIPTION /r XX E 1 f cu . ___ ___ _ Lir 4 ` • 11111 • •i_ t . .:y f / , 0 ... _., . ., o / . ,,,,:•• O — ' / Si 4' ACCESS 4 II 0 0 Q c.-3 \/k---) 2 EASEMENT I �� / REVISIONS /*0 , rf',1'51P':r s4 4 4. .,., .° I aa�Qaa aaQaaq�a eaa°�/aaa .Uaaa°a <ad°a ' SLH KDC �aQa/gaQaaaaa Qa 'eDRAWN BY CHECKED BY ��"��la°a°aaa�adad:°a, .4114 a� O adeaa"c oda ca aa' ', PFI SUBMITTAL FUTURE WALL ST STATUS t INDUSTRIAL PARK02/26/2018 O J' : I v DATE o _ Li17052 / vq PROJECT NUMBER .^q1 N co 30' 0' 30' 60' C3 . 1 2e _ _ ____ _ _ SCALE IN FEET ©201BOTAK, INC. o If this drawing is not 22"x 34",it has been a reduced/enlarged-Scale accordingly. XREF LIST CONSTRUCTION NOTES Otak Lt..: 1 CONSTRUCT STD 6" VERTICAL CURB PER CITY OF 5 CONSTRUCT PARKING BAY AC PAVEMENT. FOR 10 CONSTRUCT MOUNTABLE CURB PER DETAIL 5 ON 14 CONSTRUCT CONCRETE STAIRS WITH BICYCLE WHEEL O T I GARD STD. DWG. NO. 125, SEE SHEET C5.0 UNLESS C� STRUCTURAL SECT 1 ON SEE DETA I L I ON SHEET C5.01. 10 SHEET C5.00. Q CHANNEL. SEE LANDSCAPE PLANS FOR DETAILS. SEE / /_• ° Resolved MODIFIED FOR LIDA FACILITIES. PLAN FOR THE NUMBER OF STAIR RISERS. / ik vv / C17052_DD_TTLB p INSTALL 4" WIDE WHITE STRIPE. 1 1 RETAINING WALL PER WALL PLANS. a d Otak, Inc. 017052X--TFXLOTS--GIS CONSTRUCT PRIVATE ON SITE SIDEWALK PER DETAIL CONSTRUCT CONCRETE STAIRS. FOR DETAILS SEE l l • o°° I O 2 ON SHEET C5.01. 1 LANDSCAPE PLANS. SEE PLAN FOR NUMBER OF °9° 808 SW Third Avenue, Ste. 300 P17052X23CO CONSTRUCT CONCRETE SIDEWALK PER CITY OF 72 CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER / / Portland, OR 97204 48 UNIT T I GARD STD DWG. NO. 120 SEE SHEET C5.00. LANDSCAPE PLANS. RISERS. • 5w012.08t7a.k6.c802m5 56 UNIT INSTALL PRECAST CONCRETE CURB STOP PER DETAIL $ / 4 www.otalc.corr S17052B19c Q 7 ON SHEET C5.OI. 8 CONSTRUCT CURB TRANSITION PER DETAIL 8 ON 4-.N ADA RAMP WITH GUARD HAND RAILING. SEE TRASH ENCLOSURE. FOR DETAILS SEE BLDG PLANS. / / , P17052x6oC1 O SHEET C5.0I LANDSCAPE PLANS FOR RAILING DETAILS. FOR P17052X001 4 CONSTRUCT DRIVE AISLE AC PAVEMENT. FOR STRUCTURAL DETAILS SEE WALL PLANS. 7 CONSTRUCT SPEED CUSHION PER DETAIL 2 ON SHEET / / a9,,n �� PNR�FFS�� O STRUCTURAL SECTION SEE DETAIL I ON SHEET I INSTALL ADA STRIPING AND SIGNAGE PER DETAIL 6 C5.0********** ; ° Aa ER �� C5.0I. C5.01 1$ / �/ 91573P�1 Q ON SHEET O PEDESTRIAN BRIDGE PER BUILDING PLANS. / PRELIMINARY / / s OREGON m \ I ,),OAT 1 3. `L��Q, / ° ° I Fd• CK11.0 GENERAL NOTES \ _ / EXPIRES: 12/31/2019 / / . I ' STAMP I. FOR UTILITIES, SEE SITE UTILITY SHEETS / / 1 '_ '1 / . / -, >� 2. FOR PRECISE GRADING AND SPOT ELEVATIONS, SEE PRECISE GRADING PLANS � ,o° � / / I Q. I / DBG PROPERTIES 3. FOR LIDA DETAILS, SEE LIDA ENLARGEMENT PLANS / / , / . LLC 4. COORDINATE ALL IRRIGATION SCREENING UNDER PAVED SURFACES WITH / / I .• : � / IRRIGATION CONTRACTOR % t I / / / • - I . 1/ /._ / / ,. • K • // / / - /4 / � CONSULTANT LEGEND / / �- \\ SITE EXISTING PROPOSED PROJECT ' \ RIGHT OF WAY — ___ — — BOUNDARY �-- \\ /- / � CENTER LINE — — — i'/ \ / . / /11 I LOT LINE — -- — — ' \ EASEMENT LINE — — — — — — — a / / CURB — . / jRETAINING WALLS �' / 4 " ' SIDEWALK I • .- . a • .J / .- a •- / / LIDA FACILITY l' I �� • / I 1 i • ' OFF—SITE LIDA FACILITY 14n4.44 aa4 °4n"Ay �/ /�� /•'• . .....-- SURVEY ' / �/� SURVEY MONUMENT • - / . CO / 5a.o' • tI DEVELOPMENT _ / BUFFER '' / / ..----- .- ..--- ' ....- ....- • ' ...--' 1 I Z UNI U. \ 8' PUBLIC / ' o 4' PEDESTRIAN / (/� \ ' / ACCESS I i / _ , / EASEMENT / F- 0 - - / �- �- - / bij \ /- . � f O /: I z rei �� d Q O /. ., / / • CIL w L - -- ‘, // < cO 1 w 1 vv Z8 / t / 9 c Z Cel / / Q W / '/ FUTURE CI ° J W /,.a / EMPLOYMENT SITE ° / H 11 {NOT APART) / '° ' O a. W 1 / w I— / 1 I avv` / (— PROPERTY / I U (7) CI) r..._ LINE / . ° / TITLE / / # DATE DESCRIPTION U 1 I I . I XX I / ca Z o I m / ' o0 /0 r~ a, REVISIONS / / 0 UININ 4 1 i i ii i i 1 / • O 0 SEE / • SLH KDC SyE / DRAWN BY CHECKED BY in o , PFI SUBMITTAL 8 3. 12 1 - STATUS 02/26/2018 s / I' Q DATE a J / I ' 17052 E / il o PROJECT NUMBER 0 N O .4...4.,.- ,/ 30' 0' 30' 60' N O n ---iniii ¢ SCALE IN FEET ®2018 OTAK, INC. o If this drawing is not 22"x 34",ii has been a. reduced/enlarged.Scale accordingly. 0, c...tii paRoice, k ........../..... ":416 - .. Otak, Inc U GENERAL UTILITY NOTES 808 SW Third Avenue, Ste. 30 •Z`f :/-*----------------- ....."' '4' . : ' _..----- •...1' L=28.78LF CD 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE UNLESS OTHERWISE NOTED. Portland, OR 9720 503. 287. 6825 0 25' TRANS 4" , . ,...\\..0 S=-0.137F/FT 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE www.otak.com / ESMT fri 4, .........*..... .......'.............. .... PVTCB02 RIM= 215.67 IE OUT= 201.66 (8" NW) 111:0 PVTCB03 MI RIM= 214.47 1..1 PVICB01 M IE IN= 207.12 (8" NE) RIM= 216.62 1,:.1 I E IN= 203.39 (8" NW) UNLESS OTHERWISE NOTED. 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 PVC UNLESS OTHERWISE NOTED. ALL JOINTS, TEES, BENDS AND END CAPS SHALL BE MECHANICALLY RESTRAINED WITH CITY APPROVED RESTRAINED JOINT SYSTEM. cc.. PRELIMINARY 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER ,..,.., r.‘"e\I da,A mi.4:14 GENERAL NOTES SEE SHEET C0.2. cl-- ,,c,...." 'r i a . . , q `, _ a _ , ,.. 4 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING , WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT / <, \--"---- : .4, . CONSTRUCTION. el . ., 4. I EXPIRES: 12/31/2019 • 4 , 1 ' 4 . . . 6. SEE ARCHITECTURAL PLUMBING PLANS FOR _ ,_. -'.-STAMP -).... \ '01M.-.41M11 -111"-IMIMMIML-j...1.--11.11 4 4 11 , CONTINUATION OF WATER, FIRE, AND SEWER - I - V-------‘ ' NX\ NN, ' SERVICES INTO THE BUILDINGS. -1-)TrIA - OUT 203.17 (8" SW) zr 0 0 IE 0 0 . L=49.31LF @ 7. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED. li ie.* ...., ...„-it . Nx A L=40.89 LF @ - CL . , L=52.80LF © . (97.------ S=-0.040FT/FT DBG PROPERTIES ,.. S=0.055F/FT a_ STORM DRAIN CONSTRUCTION NOTES LLC 59 9 latr&-- III U / S=0.015FT/FT 1 IE OUT= 201.42 1:1 CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. .4011 0 [D lE= 195.37, 1 / ji rii DRAWING NO. 500, SHEET C5.11. STORMCAPTURE OR APPROVED EQUAL). SEE OLDCASTLE PRIVATE UNDERGROUND DETENTION VAULTS (OLD CASTLE --- --7, 77-4-/';,%7:-.0:;•1:4‹.--- --44 <,_________I-:01,10 ID \l‘ ,,..' ..,- ,•::1 ,4 c....,4 < 4 4 4 4 4 4 4 4 4 404 4.241,...,„...._ illiw- , .4 _< -4 4,1, 4,i.o.:3'cr:3<ci",a:3'as:34ca'a'a:l'a- .:1<1 '4"F.C'T.c3.4_-1_•7_ '1 7 - iiiim 4.he I MAIM/M=1.W as.t. - DETAILS, SHEET C5.14. 8' PUE 4-4,<1.3. -44:114:41.71.41424 4 4 4 a b s \ R/W 4:4.1<?<44.4 4 1.,L.4- -.<1...F. •<I' -...< -'3 . '- 4'43 ' - :: - - ,_-______ 11 7 - - - - - - 7 _- -. •.,,,,=---,!. i i , _ . , ---- , , _ ... -._- - -.. - - _ _._ __ --- _ri SDOF-96 _ .,_ [7711 IE= 195.08 J 0 1 I ‹ SDCO-01 ' RIM= 209.35 il III.Z.:117 ,-7.477:7,47°"<"44° ° ° ° ° '-°•144„'' i. 1 >47 EiNiLi..4_4`t'444!4•14444 1 4 <1.1444.2474731:1<;°- :11; :11. ,Skaa:a:'14',',7,i71:c- i n _ L=21 .69 LF CO -- - - - 1-L=„ - - F-711 CONSTRUCT PRIVATE TRAPPED CATCH BASIN PER DETAIL 1.:.1 1, SHEET C5.11. 1:1 PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. CONSULTANT S=0.061FT/FT 1.,;'jli (6" N) IE IN= 194.38 (8s NE) I I D CONNECT TO STORM DRAIN LATERAL TO STORM DRAIN EX. R/W 1 IE IN= 194.35 (8" SW). 1 i 1 MAIN USING SIDE STORM DRAIN CONNECTION PER CWS L=13.32LF @ STD. DRAWING NO. 520, SHEET C5.10. IE OUT= 194.18 (8" NW) ' . 7 1 1 s=-0.180FT/FT :.,09:5:7NG3p0EEN6,.:,_t_... \ CD 1% \ \ \ \ = L. ,__ _____ 1-, o g.- i , (IE67 s1W9)2.89 v) ' -.1 I IE IN= 195.29 0 CONSTRUCT BEH I VE I NLET STRUCTURE PER CWS DWG. 1=11 NO. 405, SEE SHEET C5. I 3. SEE LIDA TABLE BELOW if) I 1 ,-,,-_,-_-. F ' • 9 ir r i._---. ______S_ i, _,= ,-.= L=22.5215 0 S=0.188FT/FT \a. • \I ' f 1L----L=(6 1-1371)215 @ FOR MORE INFORMATION. \ : . , 1 , et. _ .„. I S=0.029F1/FT "I._ me - 1.0.1tOIRgl' ILANDSCAPE AREA DRAIN PER DETAIL 5 ON --I ,. z,,, _- • MI SDOF-R7 Lm.fi Li IE IN= 191.74 3 <, 4 \ _ _2: Lo L=60.08LF © 1 (8- NE) PUBLIC STORM DRAIN MAIN PERMITTED PER SEPARATE CI MI SDOF-M1 S=0.055FT/FT 1 - ,°- °?,4 0 PUBLIC FACILITIES IMPROVEMENT PERMIT SEE PUBLIC \ 1 . \ , o 1!). \ \ I - , ' i \ __-, el TYP ----1 vvr-vv-vv-iv . vvvvv, 7....z.v_ v_Ia.s..j.L7 v7VVV'VVV01267371 ra...7•V; 9 vvv V,vvvvVvv . vvvvvvy Vv77VVVV VVVVVVVVVVVVVVVV% V • V VS, :V. 777:V yv\vv_vv:;,:vvv. I 4 4 4 • CI V) ' .1E IN= 191.58 D (8" NE) CI UTILITY PLANS. 0 PFARCIVILAITTEIESSTIOMRPMRODVREAMIENNTLATPEERRAMLIT PER RE SPEUPBALRIACTEuTPILUITyBLIC co 1.0 L 4._ _ _ _ _ ____ _r ‹:„.,,. a. r----- r---- .. _ 1._______T_ - i .44,‹ PLANS. Li- , . .a .., ,v ,v . ,,,,,,,,,,, _ VVVVVVVVVVVVV Ty.° ' 1Lq4 .1:33:ia.,•i.?:1114‹.1-4430:344:14 :.- :<1.44-4441-.44-441-'4 -4 'tr-A7C4,71v.1 .: 0417 • f . 4 e 4 ) 1 \ \ _11 \ 1 fi\ ' I , INV;- :vv v v v 1 vvvvv7vvvv vv 4 a v :44.441 1111.11 '' Z 0 a MSTTRIc.14701D.ROP MANHOLE SEE SHEET PUBLIC UTILITY 1\\\\ , \ .__mme 7vAirrz- 4 4 ___, . 4 .4 ,4 .404,4144.0444.44 4 4 4 44 4 ' 1 - - , .111111111111L . Ali 4 . ' '0 - ,:. ii / LF - . \ \ :1,, i \ li . -1 \ \ 0 ,, . , IF . __ ..._ _ .. .. . -- .. -i. - 1 .............-----. k '''' ...........------'-' ',. mi4' \ /Ma_ M --______, • _':. 1\ _. _. _ 419'26 LF: , III 't - --- , .ki. Allimim . . -, MI .1. I vVv. \ . i OW. 1, ...--.-^ ...--•-- .- . ... --.-"..- 0 Lod E , CC50.N1S1T.RUCT TRENCH DRAIN PER DETAIL 4 ON SHEET l' 8 1_ / J • M [:II 1 ..v., ° W // IA t . . SS - V) El CONSTRUCT 45° WYE CONNECTION. cn V) III LLI 1 - . l AIL - Ss 6'--- 0 ' dr S : -- - / Q \ I a_ 1 fil 5 1 (9 1 ,--. _____ 0 0 . as 0 Fr) El CONSTRUCT 225° WYE CONNECTION. lE u: 1, , sow , Gs --\-- 5' - 1-1-1 Ce DC\I SS _____„________---- 'vv. - \ ... V) < g 1 fiZo Aoll -1,1r, VIIIIIII__________---- ----- low (3S \..i • g 1 II iiiii ikell 111166. ___---------- ....-----•'..-...-.. --- TYR 9 6 LF --------- ----- ____----- Ilk -20' JOINT PUBLIC SEWER CONSTRUCTION NOTES 4 0 _SSEAWNEITRAREYsAmr STORM , 1011 11110 Ck 10 0 \ 0 . ss IA 1 t 1 raiki- ir?re> SDMH-1E PUBLIC SANITARY SEWER MAIN PERMITTED PER SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT SEE --- RIM= 198.57 I. -- I 0 < C6 '441 1‘ ---- .--- . IE IN= 190.27 (15" SW) --17----‘_"---- Ci . as --- PUBLIC UTILITY PLANS. 11 10 igllijIIIIIIIIIIIIIIIOMI 7-- II. 11141 PRIVATE SANITARY SEWER LATERAL PER SEPERATE Cl) 0 \ C\ \ %-55 ii , : , \ 1 1, ! I..9 \ \ \IF 1\ 1 1 1\ 0 0 \ ____ 101110, stegv..1159-7 •"'".... .---.--- --.22..---N1 7 V V !!!!11171VVV; ‘. \ 177--'. Vlt:VV:7-VVVVVV7 . 111 :VA . - • VVVVV • VVVVVV VVVV ' . V7I' V.V7V17"7.7VVV7V7VVVIV77"7 V V7VVVV.\VVVV.": VVVVVVIIVV ' VV •IVVVVVVVV7 .' - I ''' ' - . 9VVVVVVV VV .0.7 . • VVVVVVVVVVV . . ' V • - Ell 1110000 . . .444.4<N'4''4N 4-. ---"-T1 -.16 IE IN- 190.85 (8" SE) IE OUT: 186.27 (15" NE) 11'7"4-4.;4444444<'4 -..4 .4 •g •q4.'4744.4.4.47..,34, 4:11<:111:!:,11:1;:;3:134:4:11<:334:134:4)4.4<,44,44444444.1:314:114:4:44:ir Ue 4 4 .4 _4 4.7,4_:114:',14:1,4:314:434: 3.2:4:414:11111.14 \- EXISTING SLOPE 8 -- - PUBLIC FACILITIES IMPROVEMENT PERMIT SEE PUBLIC UTILITY PLANS. < w C:i 0 Fz. i- ...I ,_LP- , 111 0 D mem H H W I-- xTxITLE IC WATER LINE AND CD \ i ' PUBLIC SITE LIGHTING TYP. ....„_,,,. --__ ...-,-... EASEMENT (W. IATCEORNSCTORL CONSTRUCT D NOTESO MEST # DATE DESCRIPTION ‘ ff 8" 0900 FIRE PROTECTION LINE. -4- LI \ S VI Ili ....--_, ai E \ \ f \I . ONE...m..1 INION.... . rA CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" 0900 z FIRE WATER LATERALS PER DETAIL 1 ON SHEET C6.01. 0 ,.... cn _i () CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER 0, 4 CITY OF TIGARD STD. DWG. 542 SEE SHEET C6.00. 0, .1.7- LIDAINLET DATA c..„ i0 INSTALL 45BEND (MJ). Cr) 0, C-.- IE OUT NO./ RIM LENGTH/ E., SLOPE C) INSTALL 11.25' BEND (NJ). REVISIONS -6, TYPE ELEV SIZE . 0 o C> INSTALL 8"x8"x8" TEE (M. NO GATE VALVES ON FIRE LINE < 53 LF C-) 5 SOOF-06 199.4 195.17 0PVC 3034 .015 SLH 8KDC p " io C) INSTALL 6"x4"x6" TEE (NJ). DRAWN BY CHECKED BY < L) t--ci 22 LF SDOF-07 201.4 195.67 0.061 PFI SUBMITTAL c) 8" PVC 3034 0 CONSTRUCT 8" DOUBLE CHECK DETECTOR VALVE ASSEMBLY STATUS 60 PER CITY OF TIGARD DWG. NO. 533. SEE SHEET C6.00. 0, c= 60 LF 02/26/2018 1,-- SDOF-M1 197.9 195.02 0.055 --C-). 8" PVC 3034 c) CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER CITY OF DATE a) 'ff TIGARD DWG. NO. 532. SEE SHEET C6.00. a 1 23 LF 7052 Li SDOF-R7 198.5 195.810.188 PROJECT NUMBER ct 8" PVC 3034 C) CONSTRUCT 8" 0900 FIRE PROTECTION LINE. ce, c., LIDA INLET NOTES: t?i co 20 0' 20' 40' 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA CONSTRUCT 6" 0900 PRIVATE DOMESTIC WATER LINE 5 ENLARGEMENT SHEETS FOR MORE INFORMATION. C 4 • 1 _ 0 ._ 2. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCT () CONSTRUCT 22.5' BEND (MJ) '2 4 SCALE IN FEET SEE STD. CWS DWG. 405, SHEET C5.13. ©2018 OTAK, INC a) If this drawing is not 22"x 34".it has been 15 reduced/enlarged Scale accordingly. , 0_ Otäk \ '22\ ,e-- - a\ \ 22' JOINT PUBLIC / / \ SANITARY AND STORM / Otak, Inc. : , . SEWER ESMT. / 808 SW Third Avenue, Ste. 30 / \ / / Portland, OR 9720 \ \ / 503. 287. 6825 / www.otak.cam PVTCB04 \ \ RIM= 221 .451✓ 1 IE IN= 203.39 (8" NW) \ \ ! 4 4-:>. t��D ��17ff�' \ �+ 91573PE \ Z PRELIMINARY / \ ' �. OREGON s°Aca ee < e / 44\LF o a C H�\-° EX 50' / / �� O -I EXPIRES: 12/31/2019 L=49.16LF ® DEVELOPMENT STAMP p S--0.040FT/FT BUFFER / q7, ' kfl i —1—TrAP. ��n a i ' \ / ` 4/ DBG PROPERTIES ZIE OUT= 201.42 El \ / 4 os \ / 145 LF 0 -In a s a . - tea-a 4 4:3.44..;4....4,13..7.--$4:734. 3- — aaa- \ / iaaaadaQaQ�caa-4,,,-,,,,-,<,!,-,°,;, a�agadadaaaadaaaaaaaa�aa49aaa< / i:r,,e. ,_,-744-47--- , -,.;°.-,..4-.:.<,.:',°- .. A..�., _ .... tp it-- UN / e x Y X la . +4:1: CONSULTANT V .--r;=§ u i ,--5 ' I 11 I I Li.., V ® u B 4 H L , ,rF TA ›i— I © 0 ` � W (f) a LLI = o— r-RL--� II �. HOUS „ W II^ O aQc O + _ Q4< Cl) \.1 A ,� / _ ��,-4�� _� _ � © TYP D 0 4 a . 1 i . aa` Q 1 2 . aaa 35 LF I . ' l fr- L_ (n 4444© ti M ... a 22' JOINT PUBLIC / N I / ' I - aAND STQRM I 4TT iil, _.r I SANITARY ° aaaa a a a a"a"a'a � " I 444 iT /I _��__ SEWER ESMT 14r1144_.4.14:4:1,4,,4„,44 . 4,4:e.::,:dQaQaI — as_.. � 144 4 aa44aaa4a4a a , 44 I I 44444 4 iL ji a a s a'a c4a-sa— 4 44 aa 44 I _ aaa 4aa"a" eaa444aaa4a4 Can �` —�J a a a uaa as as aa4 4aaaa4aaaQ4a4 4444444 aaaaaaa n n�_ .Z .T Lr v e • �..� �} a V1 a CO a. c 4 4 _4.a.. -e n 4 a 4 .. x. _ ° - e C ' _4 a e o - T7"� Qa �a �A e 2 4 as n 4 _ - e - L / - ` , c e _ G V I oI i I__ `Q n a v v a �Q y n .c V• v I - c a c fl 4 . I 11 '� 2 TYP I 6 ��{+ e I 1 LL 4 TYP / Ia ` Z 00362 LF - t.:= i _ _ _ _ _ - 0248 LF of 60 LF / 89 LF \7 W N 0 - a� o °. M MJ MA i IllMA �- \ - 7.1 ` 1� ' M� M M� ---- E EW j\ M. IM M 4 LF 8' 1 1'4LJJ .... _ s 0 QC I 5 ' pIs ss ss ss t } ss ss ss ss ss s CO SS , .iie:. 609+00 z soy+oo 606+00 7' soy+oo as 1 as I as I CIS 1 OS l OS OS I - as GS I S I as 'n. . 0 r , # 8' t n 4- �� O W U) tj , Q O P 0 0 � 4_4 44.4d 4 .IITYP2 a a v d 4a ' s 4- 44a9444"a44-44 baV -;-4113:.±.... 4 a aae '4-.1--.1 -4-,-14 a tenp aaA aa sa �a 4r�a II _ El IL � �1:4.-:14:41.4—.1- 14247.a44a Caaa,v n44� aa'a¢aa a a C s a e H s4 �‘3 ''..---'11..--4 v4ea 4v4 .a.Qa •a—a-r4 amara ,aQa -,.4;3 aa'te4a4 4a44as44a44aa4aa444aa444C44d44444444444444444G4444aaaaaa� n�a .aaa a1aa a a4a aa_a ac4a'41- — �■ Ci) 47r = ; ,4_a„4nan4eaa_ .4.4eaaa4aaa4aagan4p4a4a4a4C n4a4e( 444a444�4n4e4aa 44 _ e 44n4a4 4a444vQ44 a a 4ra a a a 414 444 4 444ada 4 444 44 444ao-d'd 444 44444a44aaad , a3�aaa�4 a44s.1..4.4441_44 45 saaa 0 444a4 , ___/ S2A2N' ITJAORINYT APNUDBLSITCORM ` —_J SEWER EASEMENT 0 � - 1 — _= W W O D� LU E— LL � (7) U) TITLE !^ I �� m # DATE DESCRIPTION . 1.0=m; r �..� � xx U y E m z 0 T [J J cm Q GENERAL UTILITY NOTES STORM DRAIN CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES WATER CONSTRUCTION NOTES N • 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE CONSTRUCT PRIVATE TRAPPED CATCH BASIN PER DETAIL 1 PUBLIC SANITARY SEWER MAIN PERMITTED PER (� CONSTRUCT 6" 0900 DOMESTIC WATER LINE AND UNLESS OTHERWISE NOTED. 1, SHEET C5.11. \,•/ 8" C900 FIRE PROTECTION LINE. � 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT SEE REVISIONS a UNLESS OTHERWISE NOTED. 3 PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. PUBLIC UTILITY PLANS. a 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 O PRIVATE SANITARY SEWER LATERAL PER SEPERATE 2 FIRE WATER LATERALS PER DETAIL 1 ON SHEET 06.01. oPVC UNLESS OTHERWISE NOTED. ALL JOINTS, 3 CONSTRUCT TRENCH DRAIN PER DETAIL 4 ON SHEET PUBLIC FACILITIES IMPROVEMENT PERMIT SEE PUBLIC SLH KDC a TEES, BENDS AND END CAPS SHALL BE 05.11, UTILITY PLANS. Q CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER DRAwN BY CHECKED BY MECHANICALLY RESTRAINED WITH CITY APPROVED CITY OF TIGARD STD. DWG. 542 SEE SHEET 06.00. PFI SUBMITTAL RESTRAINED JOINT SYSTEM. 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER PFI SUB GENERAL NOTES SEE SHEET C0TUS o .1. PUBLIC STORM DRAIN MAIN PERMITTED PER SEPARATE 4� CONSTRUCT 67.5' BEND USING (1)45' AND PUBLIC FACILITIES IMPROVEMENT PERMIT SEE PUBLIC (1)22.5' BEND (MJ). a2�2sizota 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING UTILITY PLANS. DATE WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT n a CONSTRUCTION. .11 PRIVATE STORM DRAIN LATERAL PER SEPERATE PUBLIC V INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES 17052 6. SEE ARCHITECTURAL PLUMBING PLANS FOR FACILITIES IMPROVEMENT PERMIT SEE PUBLIC UTILITY ON FIRE LINE PROJECT NUMBER E CONTINUATION OF WATER, FIRE, AND SEWER N PLANS. c. SERVICES INTO THE BUILDINGS. PL6 INSTALL 6"x4"x6" TEE (MJ). co 7. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED 1:11 CONSTRUCT LANDSCAPE AREA DRAIN PER DETAIL 3, c N RED.o SHEET 05.11. CONSTRUCT 8" C900 FIRE PROTECTION LINE. 20 0' 20' 40' C4 • 1 1 15 $Q CONSTRUCT 6" C900 DOMESTIC WATER LINE. ®2018 OTAK, INC. SCALE IN FEET If this drawing is not 2T x 344",it has been reduced/enlarged. Scale accordingly- 0 GENERAL UTILITY NOTES Otak XREF LIST /'•. 1. ALL STORM DRAIN PIPE SHALL BE 03034 PVC PIPE Ltscale: 30 UNLESS OTHERWISE NOTED. �. • 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE /, Resolved /• UNLESS OTHERWISE NOTED. *o • 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 Otak, Inc. LI 017052X 3 LOTS-G15 a • PVC UNLESS OTHERWISE NOTED. ALL JOINTS, 808 SW Third Avenue, Ste. 300 P17052X23 < • TEES, BENDS AND END CAPS SHALL BE Portland, SR 97204 48 UNIT < • • MECHANICALLY RESTRAINED WITH CITY APPROVED 503. 287, 6825 56 UNIT • S17052819C RESTRAINED JOINT SYSTEM. • www.otak.com P17052x60[ / 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER • GENERAL NOTES SEE SHEET CO.1. P17052X231-Full Build �* • : PROF 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING \�`�`� P17052X001 <3444 WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT 5 ��GlNe .. 4Oy• ,.'''4 ',:.7: 4 '�►• a44GGGG d CONSTRUCTION. 91573PE 9l ♦ a. GaGa° . 6. SEE ARCHITECTURAL PLUMBING PLANS FOR Q44g44aa . OS CONTINUATION OF WATER, FIRE, AND SEWER PRELIMINARY / a ° . OREGON c* % a ° . SERVICES INTO THE BUILDINGS. 3F o` co� "4 . GG !ii.i4°....:\14. A` 'GGa ` STORM DRAIN CONSTRUCTION NOTES �eF o 1.13, 40``.��44aq°c �' ° L=80.00LF ® Sa 111. CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. -STAMP - .i. •,,, ,,,, .1;/'G 5-0.010FT/FT G DRAWING NO. 500, SHEET C5.11. I EXPIRES: 12/31/2019 4aGa 4. / 2❑ PRIVATE UNDERGROUND DETENTION VAULTS (OLD CASTLE / '�• • ';141:314::" ' 7' .,\_. vj% STORMCAPTURE OR APPROVED EQUAL). SEE OLDCASTLE • < 44t4444 DETAILS, SHEET C5.15. 1 �-�-n" / / OSDOF-7G ,� =cL; d DBG PROPERTIES / a q a` • �S iCONSTRUCT PRIVATE TRAPPED CATCH BASIN PER DETAIL LIC D . . cao \kfo , 3 / •:Qa., . • 393 LFO ``,,11 ,► ❑ 1, SHEET C5.11. &IDOF-7H -;0:::/:::///.1:::://7/// 4 • G4Gga° 0 Fv, a i SDCCO-7H / / a .0 A �'. 'r. • ,4aGG '� L=93.63LF � RIM= 212.90 �1 4❑ PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. fE IN= 200.47 (12" N) r /I < 4 x x • �`;#�� 5=0.010FT/FT < IE OUT= 200.27 (12" 5) C� ID CONNECT STORM DRAIN LATERAL TO STORM DRAIN MAIN x _ \ USING SIDE STORM DRAIN CONNECTION PER CWS STD. ;,--:.__,..-r*,ixf.,,,,'*,'1,1*:,,°<,.0..i,::::;%1:;11 x x _-x. J x � � � sacaagacaaaqaaaqaqaa . �,}, 'a aaaaaa° agcaaaaqacadaaaaaaQDRAWING N0. 520, SHEET C5.10. aa.,a.,a �gadaq 4444..4:4aaaaaaa4 .1 a a a \` . ` a' CONSTRUCT BEHIVE INLET STRUCTURE PER CWS DWG.NO. 405, CONSULTANT �, , 4 < a \ N. i ' FOR MORESE NFORMAT IE SHEET COM 3. SEE LIDA TABLE BELOW Sd 5DC0-71 /I �J L=137.27LF `, RIM= 212.DTI c SEWER CONSTRUCTION NOTES 2 --- S=0.010FT/FT < IE IN= 201.47 (12" N) CONSTRUCT SEWER CLEANOUT PER CWS STD. DRAWING IEOUT= 201.27 (12" S) \ 1O 0 d I�Sd ! NO. 500, SHEET C5.11. 044 LF OSd IE IN= 202.37 5a4Qa ; OSTUBPRIVATE4" SEWERLATERAL2' FROMFACEOF (8" E) a -� BUILDING. FOR CONTINUATION SEE BUILDING PLUMBING FW . FW \ PLANS „ (----- '� /` ° 4 WATER CONSTRUCTION NOTES 11 0 OI 52 LF MIN 00 O 4 < 1 CONSTRUCT 6" C900 DOMESTIC WATER LINE AND 1 SDCO-7J 1 < 8" C900 FIRE PROTECTION LINE. RIM= 210.99 .. ' © . - _� -�� IE IN= 202.61 (12" NE) _ L . • q 2 CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 < . 4 < < a • IE OUT= 202.41 (12" S} a < 4 FIRE WATER LATERALS PER DETAIL 1 ON SHEET C6.01. STUB • ' i a < 9- 2' FROM FACE OF BUILDING. FOR CONTINUATION SEE < SDC0-7K 1 Cn U RIM= 208.78 BUILDING PLUMBING PLANS. IE IN= 204.18 (8" SE) , ' _ I.'... Li. O CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER tmLi IE OUT= 203.98 (12" SW) a ' �° < .4 ,-- - _ ' 4 . < CITY OF TIGARD STD. DWG. 542 SEE SHEET G6.00. Z O W << _ .. _ =JE - - it 4 a it- = _i, = - -�. a 1� ar = =AL= _Il = = = < II 0, INSTALL 22.5' BEND (MJ). W M a 50 INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE LINE E 1- - , , W - �- - ii ill 1. n 1 _ r - _` _ - _ - F ----- .,cl r- -� w W . . ,r ; ,. G = 1 1 �l INSTALL 6"x4"x6" TEE (MJ). LU 1. 7 j Q CONSTRUCT 8" C900 FIRE PROTECTION LINE. IX .. co (1 1 SQ CONSTRUCT 6" C900 DOMESTIC WATER LINE a O CL a9, U) Illiil[11-----6 144 � _- 1-=-=- r - � n l� Li]- 4 I I = cSLimild LIDA INLET DATA Q O Eil 1:1 IE OUT SLOPE 36 LF© 1 ) 1 Oh- NO./ RIM 0J '4'444!s„.1. SDCO-8D - SDOF-8C 36 LF TYPE ELEV SIZE aaa4aLENGTH/ Q W :441., SDOF-89:1 r,-,\, IE OUT= 197.33 6SDOF-8D 197.93 35 LF 0 COp- g4a°44a° , (6" NW) IE IN= 193.01 {12* NE) SDOF-7G 209.9 206.90 0.129 a°a4aa4L a+ aaaaaa : (12" SW) GI1 I:I 8" J GGGG G LL - c a4caa°`..a4• °Gc c°.1 eo aa a a s 4444e°°4 < ft V SDOF-7H 207.5 204.49 3LF 0.010 u j O wG.,a.,a.. Iy �� . 444444444 ' Z.._ _ - a44I 44 / _ 8" w 1 31444144 l44 ,44:°4:...,aC44 il a4a4"4aaaa+"` aeaa aa: 7747„,..„,<, a"°tea_at ` :`a �'�e',134.3 .41;4a.T.a� �:a,a.0.4. a aaaaa<saa I 4e : 4a444°aaga4aa4 •1Qa ° a �°a aa fa4.- T. ..4.14"4a4aq°q:aadaavaV° t ��aaav HH 44a44a, aqaa`aq:qaa�a:aaaaaa a44a°_.1e:44a°.aaaaa a_:aa IE IN= 193.80aaaaac..aa....a.1aaaaaa: a aea°aaaaaac4444:ac°eaaaaaaas . 4a44: aa_Q_44�caaa�aa444 ° aaaa^°a�GG:G G a-.1_aa a4t:] 4LF SDOF-8C 197.4 195.03 0.063 U C- Cl) 4 4 a v • < 41 `1 �_I L ` (8" NW) _ Q e a aa 4 4 21 < _ < e ., 3 1" I <l W 8" a q - ---a I 7 SDCO-8E 0RIM= 199.20 1 © IE IN= 192.47 (8" SE) 5 (J) 500E-8D 200.6 196.05 41LF 8" 0.062 TITLE 00 LF L=83.60LF ® DATE DESCRIPTION 7 LF IE IN= 194.06 (12" NE) O S=0.022FT/FT LLQ 41 LF xx I 0 L=85.00LF ® (11 LAJ SDOF-8E 202.7 199.98 8" 0.118 Q 48LF7 89 LF 0 L=86.4OLF b IE OUT= 193.86 (12" SW) ,`J n- S=0.0107/FT \4: a S=0.015FT/FT/ \\\ 11J .^ l MJ MU M� 11S% MA M ` A M. MA SDOF-8F 195.5 193.18 3 8"LF0.031 M 1 8 l a Q d i :1` d Q at ; OSd a OSd OSd `a, GSd { Sd O OSd OSd SDOF-8G 197.6 194.61 3$TLF 0.023 { , s SSd SSd s Sd SSd SSd I •Sd s SSd 32 LF a L=SS.00LF 0 SDOF-8H 200.8 198.35 8" 0.097 U L=90.44LF CO L=82.14LF ® L=85.00LF C� �1 S=0.015FT/FT S=0.0157/FT S=0.012FT/FT 5=0.015FT/FT © REVISIONS a " a 5 LIDA INLET NOTES: a L=85.00LF 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS LS AND PRIVATE LDA (8" ENLARGEMENT SHEETS FOR MORE INFORMATION. (8" SIN= 192.09 E) 5 SLH KDC .1 / O 44'44' - a po ` p oI - U aaa .1.1.. aa44` I a2. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE. BRAWNBY CHECKEDBY ;, 44�° ° Gaga - aaaQ a tl� 4' 4�aa -a aC444,4444444 -4 _4 o� a 44'44`: a aac° ca a"q'a-a 'a a 4 "44444 .4 -a aaac4a SEE STD. CWS DWG. 405, SHEET C5.13. o • • • aaaa4a4a4c4aac44 :aaaaaa°aaaaaaaaaaaaaaga aeacaGa44aaaqs aaaaaaaa'aaaaaaaaa a a a aaaaaa a aaa7o4 4 4444444,, agaa „,44:47;4%244 a :4a GaaCa•aa•aacca aae4a4 r-- ~ - ` Caaea aaaq c a a 44aaQagaa aa°aaaaaa4.a ° a4aga a..a! aaa aaaa aaa s aqa a a 4 _ - .4 .4 aaa:aaaaaaaaaa4c144a44PFI SUBMITTAL STATUS 6 -^- S SDCO-8G - SSGO-B 13 O o2r2snol s RIM= 202.17 SDOF-8F 6 RIM= 196.22 DATE IE IN= 195.14 (8" 5E) EX SLOPE -- - - 0 IE 1N= 188.99 (8" NE) g IE IN= 195.22 (8" NW) ESMT EISDOF-8G SSCOIE OUT= 196.40 (12" SW) RIM= 815 1 RIM= 1 7. 0--- IE OUT= 188.79 (8" SW) 1R 52O� RIM= 198.77 � RIM= 197.49 � � � � � � � _ � � � � PROJECT NUMBER RSCO-B16 1 PROJECT IE IN= 191.93 (8" NE) IE IN= 190.46 (8" NE) SDCO-8C ca RIM= 200.00 1 IN= _____IE OUT= 190.26 (8" SW) RIM=IE IN-196.63 9 9 6 61 (12" NE) SDOF-8H� � SDCO-8F IE 193.33 (6" SE) BOUNDARY IE OUT= 191 .52 (8" SW) R �;,J RIM= 200.48 - _____ _____ iE IN= 195.04 (12" NE) -� IE OUT= 193.16 (8" SW) �,_ �_ IE OUT= 191.41 (12" SW)- 20' 0' 20' 40' 04 . 1 2 ©2018 OTAK, INC. I E OUT= 194.91 (12" SW) SCALE IN FEET If this drawing is not 22'x 34-,R has been areduced/enlarged Scale accordingly. a XREF LIST aIc Ltscale: 30 SEE SHEET C4. 14 Resolved • ,- - L 017052x-TgXLOTS-GIs 2 5SCO-B10 I P17052x23a GRIM= 190.30 Otak, Inc. 3=6 • 48 UNIT IE IN= 183.75 (8" N} 4` IE IN= 184.16 808 SW ThiPorta d IF:Ste. 300 56 UNIT IE OUT= 183.55 (8" S} 1111111111 S17052B19C 4 503. . 68251 P17052X60C IE OUT= 191.00 C;) 0 SDOF-8A236 LF I I q ° tiallist411141 vrnuwak.corri P17052X231-Full Build '�-� ' v ❑ a ;i a a a , v • Cop �II OF� P17052X001 SDMH-8A `'aaaa I SDOE-7A Or a •v°° c'`\.° N�E`:0 RIM191.75 aadaa / CliI �. 'QIE IN= 184.15 (8" SE) aaaa R/W 2. ov° ) 191573PE lIE IN= 184.03 (12" NE) . �` aa4aa IE= 162.06 PUE 77 PRELIMINAY $ , a vv IE OUT= 183.83 (12" NW) T :i°,.<41'!.; (8 NW) 00 A" CO S OREGON I a SSCO-B9 O SSCO-B7 a .4� a a 0 �i a v �.4Yab a"0 `a -a -a a a �} 2 RIM= 184.75 ' a a a a a 0 a a a a a=1t� a s a y RIM= 190.10 °° o 0 a `' a a a a a s a4. 0 ., a"a"a 4 / �� 1.,, , Oaa: .!.,1464`' ^ 44:ci. aa!4'2, a , aa a aaaaaaaa aaaaaa4a o � v �L a 4w°non as.4aaaa IE IN= 182.50 {8" N) IE IN= 175.71 (8" NE) L=17.5QLF ® �/ D. CH y A a / 4 00° ' T• 1.T11�O ° 4 R •` IE IN= 182.50 (8" SE) IE OUT= 175.51 (8" SW) S=0.190FT/FT IE= 161.55Lii D Q IE OUT= 182.30 (8" W) _ SSCO-B5 (12 W) o v`• 1. L- 50 OOLF CO 3 3 LF N 5SC0 •B6 I EXPIRES. 12/31/2019 S-Q.073FT/Ff a 1 ' © \ RIM= 17fi.70 O GRIM= 167.45 SSCO-B4 er' o° STAMP © I <,} a 1� 1 I IE IN= 169.39 (8" NE) IE IN= 158.74 (8" NE) RIM= 164.53 v 0200 LF IE IN= 158.74 (8" SE) IE IN= 156.18 (8" NE) S5C0-B3 , ^ CO L=85.00LF © O 1 a IE OUT= 169.19 (8" SW) v v ---1-11-41 �� LI_. J S=0.062FT/FT r IE IN= 181.93 21' JOINT PVT SANITARY IE OUT= 158.54 (8" SW) IE OUT= 155.98 (8" SW) / RIM= 163.22 CV (12" SE) AND STORM WATER IE IN= 155.73 (8"SNE) DBG PROPERTIES MJ • M + MJ Q5 ESMT : j : IE OUT= 155.73 (8" SW) LLc U OSd OSd 77E IN= 187.36 L=85 F ® /1/ L - S s SS• L=44.83LF L86.96LF 100.QOLF ® '(6 SE) © _ d SSd _ SSd a SSS- SSd s © o ^� W ti S-0.071 FT/ S-O.070FT/FT S=0.105FT/FT L=33.75LF ® S_ T 7'62CF� 4 GOLF ®' L 3 / _ /7t- . - L=8$.03LF ® L=90.o4LF © L=86.03LF © S=0.07OFT/FT O,pQB� FT • S=0.008FT/FT CONSULTANT (n L=11.00LF s=o.O5OFT/FT 0 4 OSd 5=0.04OFT/FT OSd c asd S=O.o9o�r/FT OSd o OSd S=0.0951 f/FT aSd 1� z.4.-,..209 0 �__ W -IE IN= 183.28 i - / Q 020 H Lid - �� ® L 37 GOLF � a`a •a a Q aa"a� "a`a Qacaaa.1 (12 SE) aaa 0aa4 ',1<4aaaaa`'a aa4a ala 444‹444 II° 40"a"a`a a •a a a O SP S= FT/FT a 'aaaaaaa , 4a .a `' aa a a a oa.1a04aa�aaaQaaOa a4a a : aaaa.1aaaaaa caaaaaaQaaaaaaa as as asax4044 aaaaaaaaaaaa aaa a ,0a ax4.4'./aaa aaaa as aaaaaaaaaaaaa4aaa a ,aaa�.a aaaa aaaaaa4a j I `'.1°.4°.140 aaaaaaaaaaa.1aaa a a a _ anananaa a .a _a _a� 'a a a .aaaa Ia4a0aaaaaaa ' lift Gr0„4na, 4. .a 0,4, 5DOF-6A `'aaa aa `'a4a4aaa a SDOF-8B a a4aa4aaa _. f alaaa�44aga4a'aa. �,� O /41 SSCO-B12 N 6 RIM= 194.20 a aaaaaa, -,!� IE IN= 186.66 (8" NE) 55C0-B1 1 © R MMH 188 19 O Iii SDCO-6C 3 SDMH-6B ,SDOF-W8 IE OUT= 186.46 (8" SW} 2 _ IE IN= 179.07 $" E RIM= 172.23 RIM= 164.42 ,, ,V • Ea FOR UTILITIES - RIM- 190.81 ( ) IE IN= 166.89 (12" NE) IE IN= 158.55 (12" NE) 1 SDCO-6A a 0 U L E5 IN - - IE IN= 185.18 (8" NE) OUT= IE OUT= 178.87 (8" SW „ „ I °v WALL STRET SEE - IE 179.72 ) IE IN= 167.54 (8 NW) IE IN= 158.55 (12" E) RIM= 162.9977 PUBLIC UTILITY IE OUT= 184.98 (8" 5) - _IE OUT= 158.35 IE IN= 157.76 (12" NE) - - - - ° . /- - i SHEETS SDCO-8B - - (12" SW) - - - - - - SDMH-6E T IE OUT= 166.69 (12" 5W)- - - - (12 SW)- IE IN= 157.93 (8" NW) ° ' RIM= 195.09 M,,;J RIM= 187.771 , IE IN= 189.53 (12" NE) IE IN= 178.95 12 NE)- IE OUT= 157.76 (12" SW) A / IE OUT= 189.33 (12" SW) IE OUT= 178.75 (12" SW) SDCO-6D � 1 s: 11 PROJECT RIM= 180.56 I...1 • EXISTING SLOPE L=19.66LF © IE IN= 175.23 (12" NE) I EASEMENT BOUNDARY Cl) LO S=0.039FT/FT IE OUT= 175.03 (12" SW) 1 ; � Z 0 FUTURE WALL ST s I ; W 4z:1- INDUSTRIAL PARK Q .. // 2 1-w I-- w GENERAL UTILITY NOTES SEWER CONSTRUCTION NOTES Ce I 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE1 CONSTRUCT SEWER MANHOLE PER CWS STD. DRAWING a g UNLESS OTHERWISE NOTED. O 010, SHEET C5.11. LIDA INLET DATA 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE a W (n UNLESS OTHERWISE NOTED. O CONSTRUCT SEWER CLEANOUT PER CWS STD. DRAWING NO./ RIM LENGTH/ rz W 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 NO. 500, SHEET C5.11. TYPE ELEV IE OUT SIZE SLOPE a O PVC UNLESS OTHERWISE NOTED. ALL JOINTS, TEES, BENDS AND END CAPS SHALL BECONNECT SEWER LATERAL TO SEWER MAIN USING SIDE 37 LFCl- MECHANICALLY RESTRAINED WITH CITY APPROVED O STORM DRAIN CONNECTION PER CWS STD. DRAWING NO. SDCO-6A 163.0 157.7612" PVC 3034 0.020 CO 12C (0 ,,,..J RESTRAINED JOINT SYSTEM. 520, SHEET C5.10. < W 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER 0 CD - GENERAL NOTES SEE SHEET C0.1. 4 STUB PRIVATE 4" SEWER LATERAL 2' FROM FACE OF SDOF-7A 189.8 187.00 1$"LF 0.180 J 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BUILDING. FOR CONTINUATION SEE BUILDING PLUMBING LL WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT CONSTRUCTION. PLANS SDOF-8A 193.4 188.62 418�LF 0 110 W 0 D UJ 6. SEE ARCHITECTURAL PLUMBING PLANS FOR O PLUG SEWER LATERAL FOR FUTURE CONNECTION. mil �w. CONTINUATION OF WATER, FIRE, AND SEWER * SDOF-8B 190.3 - - ..... SERVICES INTO THE BUILDINGS. U 7) SDOF-W8 162.6 158.06 1 8"LF 0.010 TITLE STORM DRAIN CONSTRUCTION NOTES WATER CONSTRUCTION NOTES DATE DESCRIPTION ro 4 [Ti CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. CONSTRUCT 6" C900 DOMESTIC WATER LINE AND LIDA INLET NOTES: XX DRAWING NO. 500, SHEET C5.11. `' •" 8" C900 FIRE PROTECTION LINE. 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA E ENLARGEMENT SHEETS FOR MORE INFORMATION. " ❑ PRIVATE UNDERGROUND DETENTION VAULTS (OLD CASTLE CA CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 2. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE 0 CO STORMCAPTURE OR APPROVED EQUAL). SEE OLDCASTLE FIRE WATER LATERALS PER DETAIL 1 ON SHEET C6.0. STUB SEE STD. CWS DWG. 405, SHEET C5.13. cn DETAILS, SHEET C5.15. 2' FROM FACE OF BUILDING. FOR CONTINUATION SEE BUILDING PLUMBING PLANS. *PIPE FROM BEEHIVE INLETS IS VERTICAL WITH DIRECT CONNECTION TO CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. DETENTION BASIN. CV I'J DRAWING NO. 010. SHEET C5.10 ( -3'1 CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER ti \- F CITY OF TIGARD STD. DWG. 542 SEE SHEET C6.00. 5 01 PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. REVISIONS n V INSTALL 45' BEND (MJ). cl 5 CONNECT STORM DRAIN LATERAL TO STORM DRAIN MAIN 5 USING SIDE STORM DRAIN CONNECTION PER CWS STD. �./ INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE LINE LH KDC a DRAWING NO. 520, SHEET C5.10. 0 �-3 INSTALL 6"x4"x6" TEE (MJ). DRAWN BY CHECKED BY LI, CONSTRUCT BEHIVE INLET STRUCTURE PER CWS DWG. PFI SUB s L � NO. 405, SEE SHEET C5. 13. SEE L I DA TABLE ON THIS sTATfJSMITTAL CD FOR MORE INFORMATION. ti 02/26/2018 a) 0 CONSTRUCT FLOW CONTROL MANHOLE PER CWS STD. DATE a_ DRAWING NO. 270 SHEET C5. I I I. Li 17052 g. a PLUG STORM DRAIN LATERAL FOR FUTURE CONNECTION. PROJECT NUMBER 20' 0' 20' 40' co I= MN IIMMIIM cN C4 • 1 3,,,,, M SCALE IN FEET .2018 OTAK, INC. -a a� o If this drawing is not 22"x 34".it has been a_ reduced/enlarged Scale accordingly XREF LIST a Ltscale: 30 Resolved _.011,0!::iiedig ii. 017052X-T/XLOTS-GIS i.0� GENERAL UTILITY NOTES Otak, Inc. P17052X23C 7gt, , rd Avenue, Ste. 30C 48 UNIT 1. ALL STORM DRAIN PIPE SHALL BE 03034 PVC PIPE Portland, OR 97204 56 UNIT UNLESS OTHERWISE NOTED. 5Q3. 287. 6825: 517052Bi9C 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE www.otak.corr P17052X60C fir/ UNLESS OTHERWISE NOTED. P17052X231-s u!! Build / / 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 P_dffP17052X001rr• PVC UNLESS OTHERWISE NOTED. ALL JOINTS, ��N� S/ TEES, BENDS AND END CAPS SHALL BE '44 ��' FR Oy / MECHANICALLY RESTRAINED WITH CITY APPROVED 91573PE r r,e ° ` • RESTRAINED JOINT SYSTEM. /4‘ aQ�Qo b 44.. J SEE SHEET- 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER PRELIMINARY a y �' C4 12 GENERAL NOTES SEE SHEET 00.1. �AOREGONo�co ,_r co // aaaa ° : . • 4 4 ~ ~ 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING ��T 3, z Q- / 'aaa' Fri 1 _� `^- WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT F D. C1-1\ V � / / 'aaa ° ° ° -- ° I CONSTRUCTION. / a'<<i'.1 4 ` e 4, �ai 1 4.° °c / .aaes,. ° . 4 I p I 6. SEE ARCHITECTURAL PLUMBING PLANS FOR J ` ,AA J EXPIRES: 12/31/2019 L. // 4:n a °. ' ° ° a° SSCO-3E I 1 a o00o I CONTINUATION OF WATER, FIRE, AND SEWER STAMP < • 4 b r ° SERVICES INTO THE BUILDINGS. 4'4 4 ° As RIM= 211.17 a 1 1 �o I 7. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED ,4 ° . SDOF-7J 5 IE IN= 207.01 (8" E) 'r" Q x RED. - l� \ -1---D--- w IE6 OUT= 206.81 (8" 5) ,°a l 4 // = SDCO-7G 1 STORM DRAIN CONSTRUCTION NOTES DBG PROPERTIES / b RIM= 212.88 // IE= 2Q8.97 C IE IN= 199.47 (12" N) 4 4 1 CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. / c , a ' (8" W) 1 393 LF IE OUT= 199.27 (12" S) DRAWING NO. 500, SHEET C5.11. ae: / ^7" j �' o 0 0 CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. / h^ a a a"a�� i I JJ12 a 'e f I DRAWING NO. 010. SHEET C5.10 ! BLDG 5 ° El o // 7 . 4aRAINGARDEN °oa a a a a a a a a° • " °a PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. ,4<‹'<:14:114.41:%%.:3 aaaaaaaaaaaa as © t v L_ =Foo W v a a a a a a a a : L=76.2715 ® � aaaaaaaaaaaaacaaa 1 -1 .1� aa, 1 S=Q.p53FT/FT o CONNECT STORM DRAIN LATERAL TO STORM DRAIN MAIN4 CONsuITANT 4/4 ' : 0 0 ,ao 1 , USING 510E STORM DRAIN CONNECTION PER CWS STD. • co p IE IN= 187.75 aaaaaaaaa .f.•_r,• PSD 1 I © °°°1 ,1111/1` Q aaaQaaaa::.4%1 a ' 1 1 II A A{1 DRAWING NO. 520, SHEET C5.10. (8" NE) CO <:,,' ,4- 1.9_-1<i_1.41..,14.;aaaIE OUT= 196.00 V) ,J' 1 .a° G . a ai = f� I , ih o4 I a II) CONSTRUCT BEHIVE INLET STRUCTURE PER CWS DWG. ��/ 4 Q a a a a 4 ° a \ a a a:J.4 "1 71• a If1 rw ':;:,,..2Qaaa adaadaa. AAL NO. 405, SEE SHEET C5. 13. SEE LIDA TABLE BELOW "! • a � °e �r sesta aaaaaaaaaaaa I _ � a �/� a aaa as as aaaa as fl FOR MORE INFORMATION. 4 ) °a e �(/ °a;a a 4 a a a _ - J- C A �� cn '.,.°A° I 6 CONSTRUCT RIP-RAP PAD PER DETAIL 4 SHEET 05. 1 1. 0 aaa .. ;ia r ) as �!E IN= 189.13 n, J e°d AAZi °' A (8.. NE) I TI °° x ;;aaa ; p �••�1 . ; a'AAA(' SEWER CONSTRUCTION NOTES a a.:a s , tittit SDCO-7B I� L. L=100.00LF ® L a °�� , *_ ,S0,141 ' '4.4 ]44:114;3' ]aa< LEJ �� a ,a q a a a Is . RIM= 196.19 res I S=0.1 ODFT/FTS)CO-7F c O CONSTRUCT SEWER CLEANOUT PER CWS STD. DRAWING \ as°a� as �� IE IN= 190.33 (12" SE) I I N0, 500, SHEET C5.i as a ] "Nol, 1 1 �� RIM= 212.48 � ° S. S o IE IN= 190.30 (8" SW) Cn H: IE IN= 198.47 (12" N \�o6p2 ,IE OUT= 190.13 (12" NW) a Ilea II SSCO-3D 4 (12" S) O STUBPRIVATE4" SEWER LATERAL 2' FROM FACE OFI Aep) �? IE OUT= 198.47 �• I RIM= 204.08 I 1 �,o BUILDING. FOR CONTINUATION SEE BUILDING PLUMBING ii 4 LIE IN= 196.81 (8" N) I g aa" 3 PLANS • asD0E-7B / \ O 236 LF IE OUT= 196.61 (8" SW) L�I� °°t ° 0 �' a IE IN= 198.32 A0°; WATER CONSTRUCTION NOTES (n In \ n ° 1E 27 LFA ` 8" E © A a a SDCO-7A a IE IN= 193.56 4 L I © ( ) o o I • CONSTRUCT 6" C900 DOMESTIC WATER LINE AND ImmiLL RIM= 192.14 44q a a\� © � (8" SW) .4.b. o p ) 5001--7F0 �:•/ 8" C900 FIRE PROTECTION LINE. IE IN= 186.05 (12" SE) aaQaaaa< AS, A - NIT aabZ O 1.4 IE IN= 186.23 (8" SW) a 4) . l 4 !I^ _ _21L=80.4015 © a° CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 LLI LO IE OUT= 185.85 (12" NW) 4 4 - 5=0.010FT/FT \ ,..4.oA; I d FRE WATER LATERALS PER DETAIL 1 ON SHEET C6.01. STUB 5 SDOF-7C + O „ e 2' FROM FACE OF BUILDING. FOR CONTINUATION SEE SS < ° 4 4 4 BUILDING PLUMBING PLANS. 1 SSCO-3A , 6s 44 ° a2 UJ I- VRIM= 192.61 17: 0 a 79� a a �• _ } ��aIE IN= 185.00 (8" SE) ,,,.,12,./a aaa;\0)D�F0 '`�© 19 LF f �• 4°. �:./ CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER w SSCO-3BO 63 L 7 `�■/ CITY OF TIGARD STD. DWG. 542 SEE SHEET C6.00. IE OUT= 184.80 (8" NW) O RIM= 197.04 \aO l n 0 �� Ce I IE IN= 189.71 (8" SE) / {!) v) © 4 INSTALL 22.5 BEND (MJ). IE OUT= 189.51 (8" NW) DSDOF-7D A `9S) 48 LFvir O a 1 ° Z 6< a L-71.61 LF CO © TYP ��p,�.I 0 / c> INSTALL 8 x8 x8 TEE (MJ). NO GATE VALVES ON FIRE LINE CLW r^ 5=0.071 FT/FT _ / •� v �` -' 0 INSTALL 6"x4"x6" TEE (MJ). 4 LL W 1 SDCO-7C •L=29.56LF 0 , 4(i , RIM= 201.96 S=O.072FT/FT A41. S, �j 0/ 0 CONSTRUCT 8" C900 FIRE PROTECTION LINE, T I- IE IN= 195.65 (12" SE) •� �a\ ° (i) It CO IE OUT= 195.41 (12" NW) \ ▪4 a P D ci CONSTRUCT 6" 0900 DOMESTIC WATER LINE Q w SSCO-3C \ ;:<1▪'.1' 14°J., ' . <1 .4444(X 9 INSTALL 45' BEND (MJ) ~ RIM= 202.32 aaQaa.aa'\j 0 ,, E r.J D IE IN= 194.47 (8" NE) El SDOF-7E aaa:/ _ LL 1- IE OUT= 194.278" NW) 4 IA 0 D w ( ` _ _ �>-. UPJ F- mi IE IN= 196.24 0 L=66.3315 @ SDCO- 7E m H F- (8" SW) 0- 5=0.010FT/FT RIM= 211.54 1- .1 U.. 5 © e" lE IN= 197.67 (12" N) PROPERTY \ , IE OUT= 197.47 (12" w) LIDA INLET DATA TITLE LINE \ I # DATE DESCRIPTION I RIMCa 209.06 �.:.1 NO./ RIM IE OUT LENGTH/ SLOPE "" a) I IEI 1N= 196.81 (12 E) TYPE ELEV SIZE z IE OUT= 196.61 (12" NW) 16 LF 0.01 a 1 ° SDOF-7B 191.1 186.39 8 •, m .f,' \ ,1 4\ SDOF-7C 195.1 193.14 16 LF • 8., 0.180 • Q <0' \ ♦ SDOF-7D 198.6 195.52 1 a,LF 0.124 9 • 4 REVISIONS D SDOF-7E 205.0 1 99.09 16 B,LF 0.180 Q • U aS • 33 ,LF 0 19O SLH KDC U SDOF- 7F 211.0 204.56 8 DRAWN BY CHECKED BY N 36 LF o Le PFi SUBMITTAL SDOF-71 196.0 192.00 8„ 0.080 STATUS cc N- N. 02126!2018 ° SDOF-7J 197.1 193.50 101 "LF - 0.057 DATE 17052 LIDA INLET NOTES: PROJECT NUMBER 20' 0' 201 40' 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA ENLARGEMENT SHEETS FOR MORE INFORMATION. N I• 2. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE 1 4 SCALE IN FEET OVERFLOW STRUCTURE. SEE STD. CWS DWG. 405, SHEET C5.13. C4 . 14 c, ,,, O 2018 OTAK, INC. -6 m o If this drawing is not 22"x 34",it has been EL reduced/enlarged.Scale accordingly. 20 XREF LIST • \� , © 197.8 198.19 19$.24 :. Ltscale: 30 ° � k D .r90 ... Otak t<. _ � B 19$.69 ...„--- .:.„...,•••..„..„..•„ . „....,....„...,„•• ::•••_•,„...,.::.•••.......„.::,.•::.:::::.,,••<s:.,•.:.:e,,;::.•:::•:;:;: 20p 197 74 • • ___________ .„.... .... ..... ......•.....•. •..::::.;:::-.••.•.....•. ••••• 191.58 :196.73 .:;. -" :.. B 198.2 i v V ....�. ...:c::i;-;;':-:4i}}.'-';;:5}}i;:4i;i:(;;•;t;.ii;rF•i:.:3i::r:•is;;•i'4iisi?:.::::,:;:::Siaii. ....,:.. ...z.::. ....:: ...:. •:::.::::::::.::•:. -:... --...,._.- .. Resolved � `�......:::.::::....::::.::..:..:.::....:..... ...::::...:::::::....::::: ... ... Q 4 Q Q Q d � B 19$.73 /� ::::::.:..::.:: :::..:..:.::::::....,-:,::...:::..:....::::: _:.:::::: ::::.::.;;: . ...;. ;.:;.;;:: ::::.<:;.: :... 191.01 V 4 �," Q Q Q 4 Q 197.24 Q Q Q Q •,. Q Q Q Q 1;�7 4 rn P 17052 X230 :::•::::.>_;::•::.:::.;: . :. :::.. ::::-•::......:::.::....:.::::..:.:::::........ Q 4 4 B 191.5: � 4 r 48 UNIT ::.: :;:.»::.;: ::::::::::.::;.:;:::;:,:;::•: r- !r v v v : 1 4 4 Q Q Q 4 Q 4 Q Q 4 .Q a d Q 4 Q a q ` A 7 . 4 Q 4 4 4 Q L 4 >>;r;:.:;;. Q �q 808 SW T 56 UNIT _ 4 � 4 „ d .� dnari �Q d � d � © � d � n 4 . 4 „ 4 4 „ 4 �, Q � <1 CD . � A � � °� hird Avenue, Ste 300 vvvv B 191: •. Portland, OR 97204 S17052131 9C L - e 1 s$.24 �- C191.3.. . v V v v B 197.24 4R � 503. 287. 6$25 052xsoC G 198.24 . "�;::;::�:>:<;�:<:;_<•.>::;:;<>::;::;:<;::::;:>:;�:<�>;::;:�=�>::.:.: _ �, C 196.87 \, .. :. vvvvv -r -__C 198.73 vrww.otak.com \ ;.;»•::;:;:':,;..::::::::.:::�.:;>.;;.>;>.: ,.�,- B 191:05, ;<. :1991:99g \, - - : 18899.,883.3_. 198 1 -� - P 17052X43[ ., :: $6.41 B 189.79 G 19 .; ,...77:77:v77141 � vvv v P17052X001J -r - {yj ��q B 188,75 C 189 79 i iv �` B 188.72 C 188.75 ... .. ;:> „.-----r".":741.071 ' "� v v X41 v V ��a ROFFfJ, 184 185.60 � -B 187.46 C 1$8.72 . _+ v V v CD�91�17 D v © vvv • • B 187.42 C 187.46 ��'G 1 N SFR /may �I 11 ��o ' B 185.91 C 187.42 + v v V v v`v v v v v�1�' .w �_� - - LIDA FACILITY R2 91573PE l 1y.": .. . - .1vvv 4 - , , ` V 8191.81 86.10 •0 V V V 186.26 v-v v v v •• V v V g 4 '94V kwv_...,....y.......,.....----. C191,81 SCALE: 1" = io' TYP.B 191.01 6 191.05 PRELIMINARY G ► vvvv .: -.gip+ vvvv ♦ v �' 8�8v V •t . C 191.01 C 190,92 ��FAT 7 3, Zo`��`o ` t s'8E5� OREGON 4 B 189.8 �- F p GB�Lp �� VIII. ` ;:.p��`.�2v VLr vv � vvv � vv • v V R i v v s V v •i♦ v 9"v v • _ 8 189.79 0 189.$3 J �~ B 188.750 189 79 - I I I r v '9V' v V V ,:;♦ V v `,l VI EXPIRES: -i3112 12/31/2019 \ `78 v V V V V V V V V v �.��`-8788.72.72 C-111-6,75 _ _. s ipolo- ! p$4 ♦1 B 187.42 B 187.46 �.� © o © 04 o STAMP CO -� �-, 47 r 2 C 187.42 B 199,7 - �� C 1$7.46 198.66 �.- _ B 186.30 200.24 n L -182,2 A � B 185.95 C 6.300 �. L� I + C 185.95 Q v v V `s 198 - f_ N- 0.0 ° ,.�� Q Q Q 4 4 4-�w 1-�-� ` �Q <14,1 Q 4 ° v v °�� © V --� B 199.16 -a -�-� �� 4 ° ° [� B 200.74 DBG PROPERTIES 4 4�a d �� 4 4 4 Q QA197.�94Q Q a Q d a Q 4 Q < < <I< < Q Q ° Q Q 4 0 0 0 QAd }Q4 a 4 a 4 Qill � 4 Q 4 4 4 a a a a a a a a a -I .i...1 i� n 4 ° 4 4 4 � 4 � 4 � 44 ° 4QQ 4 r4 � 414 �1 ° t144Q ° 4 ° 44QQ �1 ..699.0° 4 4444444 ° 4 4 Q d LQ �@d � 4 ° LLC �- 19F . �f 4 . el ` 02 C 199.97 199.97 '�C 200:7 SCALE: 1" = 10' TYP. C 199.1 fi 3 \ f---- -202 -- LIDA LIDA FACILITY R3 SCALE: 1" = 10' TYP. CONSULTANT e 0 _____ _______ \ ---_,,,, -204 -_ __ 201.80 - B 203.51 x203.01 _r- -- 204 B 204.23 203.73 200.6 B 202.30 -� - I r I +" 4 4 ° .: i ' 4 4V 4vQ ° QQ 4 4q44 � IQ ° Q © Q 4 4v4 <1 --.4-71- ° 202 NQ Q Q Q a - _ ,V .. a \ B 201.11 , � QaQ ' ..'.:..Q Q A119994 ° ,`-d 4 QQQ 4 4 II <..1 4-� 4�.cQQ v ' �<1 13;11. 4 � .4 ■ �1TQ • 1 -4-Q 4 4d�a �9 �OQ ° '-;-4 < < si ° 44 < QQQQQ4 4raIii 4 4d452 �. QQ , 4Q Q 4 <1N - aA ° ° , ^ ^ A A � a � r <lQQimQ � Q . '41 Q Q4 . Q QQ ° 202 ., A A �1 d 4 . _ ^ A . A t1., \ 'N- B 20111-202B 202.30 B 203.51 B 204.23 201.11 C 202.06 C 203.86 F LIDA FACILITY R4 �A 2 SCALE: r = 10' TYP. V♦ i ,, _�,� _ _ 212 \. ` ��, ' B 202.25-\ '' ;` 8 .25LLJ 1.0 11ZcLr C 200.09 ;v' Q 201.75 zoo.�o 202ti� 210 - 4Q4Q 2 r _ -'X208 - ` dddd ` • ` ` - V 2x7 Z �� 20G \ , - <I =I Q 4 4444 0 Q a a © 4444Q4Q4Q44 ° ° s ---_,4 4 > � 4 20� ` 1, V a a a Q a Q 4 4 a �` ` J Q Q Q� „ Q ce < - Q Q Q ° Q 44Q44444 a J1 . 4 . D200.28 z ^ -202 N' v 4 4 �Q ° 4 0 0 0 4 Q Q rr rrlr Irri 8200.09 L.l Q C 198.09 >< Q _- O .(A.19§. / � ' v Q 4 4 Q <1<3 © a Q �� 4 ° ° °�< .7rr fr rr;r lrrr Irir �_ v B 200.49�21z. • J - N _ C 98.72 d °Ai 200.00.� v v Q 4 Q 4 �!" � V ° v 44444444444 44` 444444 n rr un Ml r 0 ] W � 4 � 4v44444 �11 �2 4 4 � 4 � 4 -' a 4 I 0 0 Z ~� 820j �_ ' 4v444 ° 4 Q 4 4 Q � 4 4 _ 4 ` r ~ 2781__ : 110.45 444 199.• ?�_ O C 20 � v 4 Q V Q ., v 4 • 4 Q 4 4 4 Q 4 © l _] ' - •-.-„,___ 4 B 200.45 Q 4 4 4444444444444 ° f - ❑ di Nom ] Q Q Q Q 4 4 . 4 4 rr Q Q 197.95CO 0 (!) 0 .2 .'. - Q Q Q Q 4 Hr r 1 4 Q W o ?I Q �� N 0 CI Q 4 <1.4 <1<l< 214 _� Nimi (� LL 79 4° - 0.09 l Q Q J Q 4 198.09 �� - C 200.09 - _ Q Q LL B 200.09 © d _ ,..1 locummi".11111.1".." z1s S a <:. .1 LLJO :� C 200.75 y 4 �� UP _ r 0 4 : 2 W Q • Q 4 4 4 V Q Q Q 4 Q 4 �r� �� Q 44 ° 44 � 4 � 4 `�� .: LL U co J CD 4 � ��- `�� z74 � B 199.47 r 4 4 4 98 fi2't3 B 2{10.09 �� C 198.30 \\±- �1 C 199.140 _ - TITLE C 198.08 !��~ �� -212- o I�Z06 �� `�O ?�0 # DATE DESCRIPTION U N $ � \ � N XX -5• LIDA FACILITY R5 SCAM 1" = io' TYP. LIDA" FACILITY R7 SCALE: 1 = 10' TYP. a _ ABBREVIATIONS ��0 \<708 �, B 19$.84 c is$.s -210_ E I DA CONSTRUCTION NOTES s -� c 98 $ __- B 198.84 �� A • WATER QUALITY MIX ELEVATION. �2 '� �_ C 198.84 +,� B 198.84 198 REVISIONS o OVERFLOW R 15ER. SEE STORM DRAIN PLANS o4 B 198.38 C 198.84 I� B 198.84 o B TOP OF LIDA WALL. �� B 196.90 C 198.38 �� CI CURB OPENING. SEE CWS DETAIL 401, ON SHEET C F I N I SHED GRADE OUTSIDE OF LIDA WALL. ' B 196.40 , ~ B 196.90 C 196.90 11•••0000000"11 - �- • o C5. 13 D TOP OF LIDA CHECK DAM. 0 40 C 196.91 B 198.06 B 198.38 ----.7-.198 v v V v v v v v vw�-v 1w v V v V v • 40.'8.26 N B 196.35 ��- ��► / 1111 �.38 A�9��$� � �� v v v V V v v V vvv '7vv vvv OV V V . v 198- SLH KDC 3 MINIMUM 4" LIDA WALL EXPOSURE WHERE LIDA ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE C 195.85 ` DRAWN BY CHECKED BY v v v v V V v v v v v v v v v v v O MEETS SIDEWALK. TOP OF PAVEMENT GRADES. - ` V V v- 7 V V V V V V,_72:: V V V V V V V V V V V V V V v_V 7 V VVVV C 198.74,, v vvvvvv `� s°91 �q g o `198 OZ r 8 p�p1v v v vvv PFI SUBMITTAL rr �+► vvvvvv�vvvv vvvvn�,'� , • 4019 .24 i STATUS v v ,% t96tiA97 v v v vvv v °'- C7 t7 �' a a - �-~ - 4 L J 02/26/2018 ci _ ,�, V VG71R6• 9 V V V V V V V.__ _ 4 B 198.x6 LEGEND °" 4 DATE 7 V V V V V Vv -�-� i3197.0 `L 196.60 !alb n o 17052 E 1- � v vp \ C 196.58 2Nti © � � q ____ \ © 06PROJECT NUMBER N EXISTING 2' CONTOUR X721 �� _ qB 196.36 204 �` �a EXISTING I 0 CONTOUR - - - -370 - - - C 194.86 �� \ N PROPOSED 2' CONTOUR 372 10' 0' 10' 20' OF r, _____ Q PROPOSED 10' CONTOUR 370 LIDA FACILITY M1 C4 , 20 ©2018 OTAK, INC 15 PROPOSED RETAINING WALL SCALE IN FEET SCALE: 1" = 10' TYP. If this drawing is not 22"x 34",it has been EL reducedlenlarged,Scale accordingly. XREF LIST IA I _ ----___ , 212,, Otaky Ltscale: 30 212 -� ~ �� 2�z _ �.--• 2 2 2- 1/Q`4 �A L Resolved >: �-- P17052X23C -~� �� ' -� �� 48 UNIT4 �'` �_ _ - Otak, C1C. I �- .„------ -----\\ \ 808 SW Third Avenue, Ste. 300 56 UNIT ■ -�- ■ Portland, OR 97204 S17052B19C '~ �_ �O P17052X60C B 2.09-\ 2.09 s 503. 287. 6825 P17052X43C ----210 C 02.0 C 20 . 9 , www.otak.corr P17052X001 . II CV 0 - o°` 11 ` < Q " 4 ' as < <I v ' q - < <I v �__..�,ti �,,\\ Q 4 4 4 < q < < < < < < < < a Q < q 4 4 4 a q 4 4 y 4 ` 4 4 <! v v ryo E ! 44aQ < < 4 < a 4 4 d 4 a a 4 a < 4 4 44aQaa4aag4 < a < agaQ ' < < ` a aq � a " ° " Q " aaaagaa4aq °1a " a " aa " q �%�d OfFf�, < a eI < < ° < < aaa4a < 4 < a < � < <I4444g44 < A < 4 < ei o <I 4 , 4 � < A < � R ° a a <1 4 < 4 4 4 4 4 4 �i Q e] < <I 4 4 < < < < 4 4 4 < 4 4 4 < 4 < 4 ° 4 < d < < N a' S'`�r'G t N SFR `may ;Ii 0.2 1 11 1111 1117 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 WI 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 '111 1111 1111 1111 1111 1111 1111 1111 1111 1111 fill 1111 1111 1111 111! 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 Iu1 111E 1111 1111 1111 1111 1111 111! 1111 1111 1111 1111 1111 1111 1111 1111 1111 .2.2.11--4-H-4-77; J�� -N 91573PE 1:::- 220 B21 .09py 220 J PRELIMINARY C •0.09 _ B 202.09 rr C 200.09 s OREGON X208 IIS O �� -� co I �� SAT, 3 ye, �c) 7 _ _ _ (1 , III I I I I I I 1 , , r t I I _I EXPIRES: 12/31/2019 X21 I 1 r III STAMP - LIDA FACILITY R8 DBG'PROPERTIES I LLC SCALE: 1" = 10' TYP. -i,,4 ©---- ----- ---- / © 3 �. ___ e . •- 200.37 y°° ' ' �� - o 200.42 _� 202.98 202.85 202.40 '01.92 02.2 O _ /-200.18 199.65 B 199.47 198.97 198.29 CONSULTANT 201.42 203.35 B 203.48 B 202.90 B 22.42 201.77 :.': 7 l B 203.35 B 200.91 < .i < q a a v Q `� a �q 4 4 Q �� -7-4.....7"7: < .I 4 a .�4!i .i " a " 4 4 q • < a `I < < 4 < �2�0 6Q B019<1 �8 q 4 4 4 4 4 1�' � a 4 4 4 q <f < q 4 Q a 4 4 4 4 4 ' q 4 / 2 4a a.moi 4 _„.1 4 4 < 4 �B 201.92 4 4 4 4 4 4 < � <� q 4 . 4 4�<c�4 < 4 < < ° 4 < < < 4 4 < 4 4 < < < ° < < < '' a q 9 Q < < 4 ° Q ° a 4 a 4 a 4 a 4 a q © x $.79 B 203.85 4 4 4 < q 4 41414141A "'VI ,� 4 4 4 4 4 4 4 4 4 4 4Q 4 4 4 1 a_ 4 4 1�l �$ d I q 4 g i 2 4 �- �1 4 a a a --< 4 4 a 4 4 . a -4 �_ a a _ I�. 4 < .:a:i 4 4 ° Q 4 ° a q a 4 Q Q a Q �4 �1 © a 4L �el� 4�j �� ° a ••.�• a s 19a <� Q� 4 4 j2� 4 4 . 4 4 �� '� ` 4 a.•,:. < < q _ q <1/501948< 4 4 4 4 4 � < < q < < � � Q ° 4 4 4 4 .,,.� . < A < A<1 , < rl < <1 ° <I ° < . < . 4 .-<1.--7, < A < A < <l a ,ii ! . Q 4 < 4 <-1-----<, -6---< . . ° < 4 Q Q Q Q Q a 4 4 ...:-.1---4 4 a .I 4 4 q < < < Q 4 a 4 .. < <1 4 < < a „-fir- �< 4 q n < �- 4 < < < < <I < 4 4 4 4 < < < 4 ° <1 4 4 4 4 q.�-�-g � � ° n < 4 ° W �' B 201.92NI �� 1_ ga �B 198.79 B 203.85 0 B 200.92 B 199.47 B 202.90 2 2 244 C 199.42 13-21:71-576- 200.15 - �� oQ 196 C 197.29 _� ��g8 C 198.70 1860 - �� LIDA FACILITY R9 LIDA FACILITY R10 CN SCALE: 1" = 10' TYP. SCALE: 1" = 10' TYP. 8-I o .:\ Nr ______. C 200.33 0 - `- - - 3 201.31, (11) B 200.84, [� L� yB 200.84 B 200.84 B X05.21 B 203.69-\t'\_'.-, �'0 "' B 200.27 -B 200.40 __z'2 B 200.74 B 200.84 C 200.9$ C 200.84 C:��- r' 11 .� 03.69 Co -N -�$ C 200.27 C 200.40 �. C200.74 C 200.84 B 200.84 C 200.84 C �J4.88 GI r'p Q� - -T. - C 200.84 h \ • III iSZ I:t � '', < " < � < ' 4444 ° 4t f ._�-.. I I I e j '�- B 200.$4. - - al SII I -212 ,T 1 < q < Q < 4 <3 < 4 �,�_210 - 8200.14 _ 4 4 C 200.14 4 4 v �.� " v v v < < 210 < 4�'/� �[� : �B 201.24 < -d a s -�~ -6--< i d ! �•o W © 44 < 4 << 4a < 4 pa < < 44 < 4 4 4 �3`$�.. '7. Q444v, � 4V4 , j C200.91 < 4 4 z < 4 q4 c <1 < < � +•, ) 4 4 4C 00 0� < -*7< <I <Q2Qp"41 < tail � < 1B1 �p'4 �, `. i 4gd < d < 4 < a °Q a < < Et< �' < 4 < 2°0 < _ < , < ,� < AQAa "'= <I < . 4 „ < A < „ 4 /I4e1 <I <I < I� Qr,1 4 P < g4 < Q,S1;' a2 . <1 1 I <., <--' < Q 4 Bltl - < g41.,,• 11 ^ < ^ < n 4 n 'Lei 4 < < < < < 4 f+ ^O9.B4q < A < q A , N 4 4 ii .i1*�Q 4 I 4 4 ' C 200.06 199.84 A _2 U A �B U �B 201.234 L I `A M 2b 201 80 n Z J 4 • a 4 o cl q a C C 200.90 Q C 200.97 aaCe < ga < Qa .�© < < 1 3 J 4 .6< < < < 4 < � • O a zLL < � CO/ 0 4 ° < ° < ° 4 a < d < a ° Q A vb- < ° < Q < 4 4 4 4< 206- 0- W 4 < 4 ° 4 < 4 < < < < <:''' a Z < 4 < < < , • ` 4 • 202- O it _A c MDA FACILITY M2A, M2B co 0 �B-2o a �-B 203 69 SCALE: 1" = 10' TYP. V♦ fY Co f-4' C 203.53 0 C 203.36 .------- Q WCt J LL 7-1 0 LIDA FACILITY R13 W o w HH ❑ SCALE: 1" = 10' TYP. IJ. U u) J TITLE & # DATE DESCRIPTION XX ro N O Z a B'2� A B 2045.68 C 205.41 LIDA CONSTRUCTION NOTES ABBREVIATIONS /C 2015.67 L I`1 < aa4a..4 < a < © gaaa < < < � si < � < � < , < cv CI OVERFLOW RISER. SEE STORM DRAIN PLANS A WATER QUALITY MIX ELEVATION. < < q q < < 4 < .< a a < d4 a4Q B TOP OF LIDA WALL. aq < q < q < 4 ° 4 < � a < < < 4 Q �s..: 4 4 4 a�� O C FINISHED GRADE OUTSIDE OF LIDA WALL. <, 4 < < q < 4 < q < q °A4 4 4 4 4 <I := < 4 - a 2R 3 OPEN I NG. SEE CWS DETAIL 401, ON SHEET D TOP OF LIDA CHECK DAM. _ a 4 a < 4 a 4 4 4 4 4 a a 4 a a 4 <lit o C5. I - A A, <I <l 4 4 < „ < <I < <I REVISIONS 3 MINIMUM 411 LIDA WALL EXPOSURE WHERE LIDA ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE kB 205.81 ., a 4` B 205.543 o O MEETS SIDEWALK. TOP OF PAVEMENT GRADES. C • 205.83 C o a p C 2 }5.20 SLH KDC U F.:, _ c- DRAWN BY CHECKED BY a 0 2�d/ STATUPFI S o IS LEGEND ~- 0 DO2A/T2 2018 a.tTCD �.._ ri EXISTING 2' CONTOUR X20$ 17052 N PROJECT NUMBER EXISTING 10' CONTOUR 37o - - ill �- .I" `o PROPOSED 21 CONTOUR 372 ------ 10' 0' 10' 20' / -�-- VDN PROPOSED 10' CONTOUR 370 o �= C4 ■ 2 1 .__ PROPOSED RETA 1 N I NG WALL MIL-_-_-Uliiiiii SCALE IN FEET LIDA FACILITY M3 ©2018 OTAK, INC. SCALE: 1" = 10' TYP. If this drawing is not 22"x 34",it has been I cL reduced/enlarged.Scale accordingly. XREF LIST BP 1 _i_., ~- FF=202.50 iOtak ....._ Ltscale: 30 -�--- Resolved . B 201.25 �� ' T [C 201.25 ! _....� I I � / n P17052X23Cpr- [ .202 . I � �B 2Q1 Otak, Inc. 48 UNIT B 202.77 202 56 UNIT C 2022.44 4 4 v 4 4 v 4 , < , < ` �- < 4 4 4 4 4 4 < < < 7‹:_..51.1.<71_ 4 4 < V < . 4 v < .. < _....„1-4 d v ci 4 " .09 808 SW Third Avenue, Ste. 300, 5170528190 a 4 4 4 < < < 4 4 < 4 ,t-,� 42�]�:�� a < 4 © 4444 < < < < < 4Portland, OR 97204' g� �� 4 4 < 4 < < 4 4 4 4 < < 4 4 4 < < P17052X600 B202.49� 444444444 < 4 < < � a < a < aQaQ < < 4 < 44<I 4 < < < < 4 4 4444 < < < < < 4 4 < 4 4 ,_� --er 4 4 .. 4 ,. 4 „ <1 < 4 . 4 40:Y<Ale 4 „ < < A < e1 < <I < <1 < 4 -44 _ 4 < A4A4A < � © 4a444a < 4a4 < 4 503 287 682.E. P17052X43C C 202.16 v www.otak.corr P17052X001 "` -4 4 • q 4 d° A a 4 4 �� 4 =C 199.76A Cep PRk yIT \ Zp�' / 199.64 200.00 91573PE 14* 201.62 201.49 ' © -2n2 1 PRELIMINARY -- �, OREGON � �L' �AT73, 2 ^��°' _-- \--..'"''''''' ' o F � D. CH11� .� ' STAMP EXPIRES: 12/31/2019 I_ _1_14_ .I''''''' /IP ,_---------- 1-1--Lf----tfltl-L, LIDA FACILITY M4 DBG PROPERTIES LLC SCALE: 1" = 10' TYP. i \...._..,--J, ,(‘ dPB 198.97 CONSULTANT B 198.c.'0.--\ 0>?--e-1987g- :.', > ._-e-'19 ` 198.!: " =--a�I '' < 4 • I < < I I � . --- I-'- ->B FF�198.25 � / CO,/-' 4 < 4 260 B 198.08 B 196,99 -- ---195---.8-2- C _ __-_ �_ -_ I I 4 rB 198.09 C 197.: B 197.46 C.19fi.99 B 195.82 B 195.63 B 194.46 / -144) 4 4 C 198.09 B 198.57 , � B 19$.09 C 197.46 C 195.82 _,�; C 195.63 C 194.46 4.04 (C) 4 d < C 198.24 l . ... C 188.08 ' _ 7-..__._ t - � ! . , , , , 4.04 < 1- B 198.54 ! / I Y - - \. / a, < 4i " - 4 4 <I ,j " 198, 0 198.21 �- .. E 3 199.30 4 < 4 < 9�. 4,.,, < 4 < 76 is .0� < 4 < 4 4� < < 4 < �1 =� 4 <;b< < v4 < < Q <i ��-- 9.._ Iv Su_ L 4 GI4 < 4 4. +-.. 4 C1 8x0 d 4 < < 4 < 4 4 < < 4 4 © 4 < '117 11 4 < 4 < < 444 < 4- 81 < < < < X< 1 4 < < < < 444 .4 < <I Q 710198.9i� < < < 4 . . .•- < � �< 4 CI < 4 < 4 4 < < < 4 < < < a�. < 4444 4 4 < < Q < < ' < � 4 �< a < < 444--114- < < 'I Aa 4 4 a ° 4 4 � < 4A4194 4 < < d < < < < < <�1�3 7<� 4 ,. A n 4 < < 4 < 4 <1_ 4 4 < 4 rn <1 4 < < d ,4 4 < < _ <1 4 < 4 a n q < < .. .. 4 � . 4 � d 4 < < < -. . _ _ 4 4 4 �< < 4 4 d444d 0192.5 Nell"L � 198 198 . ., ., � � n _ "_- -•, .� �� n n 4 . 4 _ 4 ., d ., d � � � <I 4 < . < „ d � < � � n 4 4 4dd,i 5 B 198.34 - - - --... 4 c Q ' Q a i r 4 B 198.5 �' 4 B 197.46 B 195.61 194.46 4 v - <, j C198. 4 j d y j / � � a 8 ,4-9,1]:, �� `A-� 4 �a '9� a 4 B 198.08 4 B 1 98 B 5.8 � / 4 / c9 ,y __,- , 4 C 1982,20 � ' 4 C 197.16 ., S • 4 C 194.16 194.14 r,' / 4 p -� •� cl C 197.17 4, A C 19 2 C .50 a >. .S 0 ..--- cn cc 198 ,g6 l6 OZ ,--- ------ ./- ..-- a `A ii•-• 04 1 �� ',9�, / ��z jam' NN� .� / Z 1L.L , , _,,- 0 0 6o „:,07 Q� cf--) , i n „---- w. , �'•. / ., .„ .U) 1 Nn' " di ..." J' ---'"" / ',:, . 19 f i T7 i / // E ct LIDA FACILITY R14, M6 SCALE: 1" = 10' TYP. n/ z 1i 197.21 e �' © ct 0 ^ 197.36 © B 197.70 197.OJ J r� 196.64 Ngo 193.7' Ur CL B 197.57 . . - :':48 192.20 W CONSTRUCTION NOTES 198 < 4 < < Q < a <I 4 3 < u © " < " < V < B 197.86 < I -- 191.00- LIDA a < 4 4 4 d 4 < 4 4 4 d d < < 4 V < " < < 4 ` B 196.6 196� T ,� �, O 4 4 4 < < d < < 4 < d �,� I I4 4 d < < < a < < < < < B195.25-� � <1 < .;., A.z 3.98- R I/� 1-B `92.70 :.. Z riga' < < 4 4 4. < < < < 4 � a < < < < < < 4 415....;-.., 4 < < 4 < _ ;,. '-.::. L I D A 1 \ ( L - I OVERFLOW R I SER. SEE STORM DRAIN PLANS -. < < 4 < 4 < 4 X3.81 ►"r 1 Q 0 < < < < 4 < 4 < Q 4 ::, c _ t 1-4 . .. ... :1 ;1. ... ... . .. . . .. . .. . .,.,, ..: o ❑ �g <1 < . 4 . < ,� < � a � < �I n d 4 4 © ., d ., d mai, � n < � < d ,, 4 „ a � .� 8196.63 C 195.13 ' CI CURB OPENING. SEE CWS DETAIL 401, ON SHEET B 197.86 _ _ , Q LLI C21 0 - 05. 13 - 196 C 197.29 194- 194 B 195.25 1 B 191.50 �_ 2 193.75 C 192:39 B 1 17 ��6 C 190.00 I- J (9 cl MIN 1 MUM 4 LIDA WALL EXPOSURE WHERE LIDA 194 __� -192-- 1 /' o �./ MEETS SIDEWALK. Co) ILI � D Q _� 192 1 -190 ' s �` 188 / - 186 >- W ❑ ABBREVIATIONS -� -r .s A WATER QUALITY MIX ELEVATION. B TOP OF L IDA WALL. LIDA FACILITY R11 LIDA FACILITY R12 TITLE C FINISHED GRADE OUTSIDE OF LI DA WALL. N D TOP OF L IDA CHECK DAM. SCALE: 1" = 10' TYP. SCALE: 1" = 10' TYP. # DATE DESCRIPTION N N XX ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE k1 I . --------71 / I 18+00 f Z TOP OF PAVEMENT GRADES. �/ j I / / r 1 co ,,c j/S_, C ~164.35 \' O va dS f {`LTJ 164.83 / - -� I -r 178 - 7/8--- 1 -fin 175.77 173.04 171,72 N / 164.59 •7 © © n 174.91 / B 15.Q9 p p 1 /17 g si 0 4 � 4 �< < a, B 7.64-/ cl 4 4 < b V5-224--' 4 < < 4 <3 74.91 � 4 a d 17.514 4 4 4 < 4 4 4 < REVISIONS o , < < < < 4 4 4 4 d d < < d 4 < 4 4 4 < �B172.18 i O' 0' 10' 20' 4 4 4 4 4 11%.4 14 4 '�T 1� 4 < < $j774 a �} a 4 ' � 4d4d4dga < a 4 � < < d d < < X1 < 4444 � b/ / < r 4 4 4 1�j5�CL� < 4 1444 < . 4 < < , � <� �i7 aQ� 4;r sLr� KDC Q11' �� 4 < 4 4 4 < 4 4 i a 4 . < 4 4 4 4 a .i 4 < < < < < 4 < a rDA .(itii9<'1 ‹ da < r / N0 SCALE IN FEET 4 4 0 4 © 4 � d < d < 44444444 �. �` < 444 < < < < < 4a < 4 < < < a4 4 < 4 4 4 � < DRAWN BY CHECKED BY < < <A112134 < < < 4 .,��. .. n 4 < 4 ^ d ^ 4 �a e1 n 4 444444 4 a4 < ' C112.18 COPFI 0 4 • .09 - '� 4 < < a �'=' < < ` B 177.63- � X176` �� STATUS -16 C163.59 - -. . < < < < 4 4 < < 4 C176.75 �'� -B 174.89 • < < < o-<I`/4 1 § 4 4 LC 175.58 e 176.26 C 174.45 B 173.51 /72-----..._ 02/26/2018 LEGEND �1°2 C 163.19 ' 4 © 4 < 4 4 < 16 C 173.31 / DATE �,<6 a , a < < 44 i ''4- E EXISTING 2' CONTOUR - - - _ -- 372 a - rr �` 17052 d < I x-_176 // PROJECT NUMBER o EXISTING 1 O' CONTOUR - - - -370 - - - - B 163.30 CO) 7/ r ��' co PROPOSED 2' CONTOUR 372 .80 N PROPOSED 10' CONTOUR 370 C4 . 22 _ LIDA FACILITY W8 LIDA FACILITY W9 _.- PROPOSED RETAINING WALL - �---- OO 2018 OTAK, INC. -N SCALE: 1" = 10' TYP. SCALE: 1" = 10' TYP. If this drawing is not 22"x 34 it has been a reduced/enlarged.Scafe accordingly. ____--- XREF ' 4 B 212.57 XREF LIST �! �� C 212. Ltscale: 30 - ----- LEGEND � /' / _X32 LEGEND �� 1�° 4 a < �� B 212.57 /� , Resolved �� 4 ''. ' '''-. Otak4 .------ P17052X23( �. Otak, Inc,. EXISTING 2' CONTOUR -372 4 < < 4 48 UNIT 4 --,?:-.... ...(1 /4 < < 56 UNIT EXISTING 10' CONTOUR - - - -370 - - -- v 4 4 < 4 $0$ SW Third Avenue, Ste. 30C o 4 4 212.07 Portland, OR 97204 47 S17052819(sc PROPOSED 2' CONTOUR 372 / 4 a �� ° � a 6 P 17052X60( 10' 0' 10' 20' Q 22 < 4 4 a 503. 287. 682 P17052X43C PROPOSED 10' CONTOUR 370 �- -, /A 4 * a a 4 < v : a ak.corr. P 17052X00 �� 4 < 4 a < a �a / Ai 4 PROPOSED RETAINING WALL SCALE IN FEET 1 / CI 4 a < © < , ' ,rtp PROfF� ' �-� O. < a © a < a < < 91573PE 9' ABBREVIATIONS a <Blz< 0s < a 0 PRELIMINARY / B .93 < . 4 13 ,•- 2 1�6 . < < < f' s� OREGON pro LIDA CONSTRUCTION NOTES • To .- / C a < ./ • �� r? s do A WATER QUALITY MIX ELEVATION. - / ,�/ a `, 4 < ��' lO OVERFLOW R I SER. SEE STORM DRAIN PLANS B TOP OF LIDA WALL. 4 p 1� '� ��n < < `�� 219 55 C 1{k�� C FINISHED GRADE OUTSIDE OF LIDA WALL. d A OCOURB OPEN 1 NG. SEE CWS DETAIL 401, ON SHEET D TOP OF LIDA CHECK DAM. a r-- '-_ < a < 4 � �/ EXPIRES: 12/31/2019 05.13 < < < 211.4: 6k°° STAMP ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE 4 < a - 0 3 MINIMUM 4" LIDA WALL EXPOSURE WHERE LIDA TOP OF PAVEMENT GRADES. _ / . d < a < d a . - ,--"' -1-1--eThA iThr-1:11:1-L MEETS SIDEWALK. 26 �----• 4 < < < < ' / 0 �� a • a a < < , ,-----• `; DBG PROPERTIES / C 4 - --- 4 < < � < < / -.) / -�' 4 * 4 < 4 < ��.� 2 1*/‘ < < 4 ..'''''-' _.--'"---' .C7,:, < < < < a < / _----- _ CONSULTANT �l 4 < 4 - ei v cl 4 ° 4 4 2 + , aia4 < a / `2.20 4 `\ - a 4^ X C 29-. X "' C 210.66 10.52 / 208.66 X .1_-. . A C 210.9 020:..{ - U `V 4 < G < 44 <I v Vav < v < < . V �aa < a < a < Q < 4a a� < QaQaaa < aaa4aaa < d < 4 < a4a < 62,0,96< < < < 141N < A �• < a < < < < < < 8210.96 O •�� B1 <�< Wa .,. : '1 :1 < < < < < < 0 .�9Q < < < a < �0 < 4 < �.i� < 4 4 4 4 4 © Q � < < 4 a a a a � V a < < � ,� �. 4 a�4 �::a Q Q a 4 a a a a � a � a � a � a � a � 4 � � 4 4 a 4 d 210.46 � 2 � „ d /, dam n <l « 4 8210.41-1 Vr B 208.66 209.09 B 209.72 210.33 _ '� © Q try -� / C 208.66 208.16 �- `� �-` „/ A � ..„4„---------- 4 jo ,,----- A 1 1 , _- 4 --------- ___----- , _ / 4 , ,o, „. , ., /____- _,.,,- ci) LIDA FACILITY R15, R 16H N SCALE: 1" = for TYP. ct Z . W In it / A �� I- /7 Z / . 6 2 .,9 'LZl1-''' Ce Q a e / A `�1,' �, ' B 212.1 / / 1� ., 0 - CO Q O j1:131' / 4 14/‘ A n w / B 201.03 7 • g� B ,93.4, 193.41 W 0 �� / 4 / . n .� ►-A • • \ , Z / a B 01.03 # p p p p I "' 200.53 201.03 C 193.4114:1( Z o / • p p p p i 211.6• • �N6� j 192.91 4 < < a < ❑ / ♦ p p p p cn ❑- I,' j,a • Op pp p / e, ,,,, a__________<:-"..:L\ AALap . `N / 8208.64 ic208: , 1�� 0 �9 ° ° Qw_ Et / a . p p p p ♦ 6/ CI V ysi3F- J A . pnp , 6 208.3 0� ,a oill �a� * d 111. 4 / as <11 WI- ��' q p pp PT: 9i46.T:1„, fi.1�'_I I 0/ : < aa < I < < a < < 0 Q �� Q 2o pn Lap 7� 4p/ ,.1a , o`" - 199.23 < 4 < < < � W 4 d •� pp �` " n © a �2r.a9 N 6199.72 B199.7 0 44444 /A - - e00000r. pnpp ., / 0199.- v (7) (/) CIS ° 4aa U� < < aa < . 000 f 6212.43 nn 6.76 . ' a 4 / (n O < < 4 • n n p • 212.2' / I :: 4 4 4 4 I l 4 ��< TITLE • n p p psr 820207. • '` 0 a < B 192.28 # DATE DESCRIPTION 7 N / 4411.. _ p p p. p D 06.59 < < < < < �6 07.24 191.78 C 192.28 xx U 4 7 - 0 ,:',I)o› �: B2211226500 4 4 4 4 4 C 07.26 6 192.28 -I / 212.00 / a < < z 4 41.1111111.S. 4 ♦ p A. A i 1 -, a / / © 4444_ air 414, a 0, nnL, pp 8212. ' < ad.N < °'Q 4 - n p n p � 2.0�- ,-- $k 205.63 < � < • z / 020:.13 A / e AA 20:-.13 i V PAPP b •* An,„,, I) 6 ,L • / 6 B206.13ry0 I N �/ 6197.39 �� n p © p © / Z°� 196.89 L : C 197.3PI B 9 B 191.39 B 191.39 REVISIONS 3 / p n A Ap / 7 r / / / /K % / / - PAPP A lx L `t / Z. 1 o PAPP • � . 99fl.89 < " < v ►0 n a . p 6, p p •♦ , / ] 4 < aL. OA /� 1 SLH KDC v . p p p p / ♦ /in < < < < ! < < / DRAWN BY CHECKED BY N. L / 0 ED- n p p p p • /� /L� i ��l a 196.26 ± - 1Q PFI SUBMITTAL oo _ n n n n • / �C ,96.26 a < V / STATUS _ onnp • / 195.77 ,� . © 0 A A A '* / / B 196.26 a < a < a 02/26/2018 DATE a 8212.93 ApAnni / / t =441;41 4 / a < 17052 o 0 Li 0. pp p ,p < / ± 1 © ./- 190.47 4 < < PROJECT NUMBER �� t B 1 .96 i* / B 212.93 0 / / C 1 0.96 N ' 212.43 77 / 4 B 190.96 ..---"----.0 ...."0 b. C4 . 2 3 .baccLIDA FACILITY R 17 LIDA FACILITY R 18 LIDA FACILITY R 19, R20 LIDA FACILITY R21 , R22 ©2018 OTAK, INC. oSCALE: If this drawingis not 22"x34",it has been a. SCALE: 1 = 10 TYP. SCALE: 1 = 10 TYP. res larged.Scale accordingly. 1 = 10' TYP. SCAM: 1" = 10' TYP. r w r Otak _.. A \ Otak, Inc. 808 SW Third Avenue. Ste, 300 Portland, OR 97204' CURB JOINT DRAINAGE BLOCKOUT I 32' 503. ata .corn SEE STD I www.otak.com DETAIL NO. 146 3" I.D. SCHEDULE 40 16' 16' 8° �` DWV (ABS OR PVC) EXISTING DRIVEWAY - 20" I (4' MIN Irr �� PR 5' MIN. SEE NOTE 5 ROW 1 BATTER 1" I 6" PIPE W/COUPLING MATCH WIDTH & GRADE y , f zx 1 " / 4"-_" A TMP. _T_ � N `fir T - a-ux�i 1 1i Am_AmC� F ,.�....:t::r,,:-" .!.:.•r��;T; •'•`� ' EDGE ROAD\ �1 1" 6 1" R ROAD . . • •J• rr."73.•...r.. • j' •1. " R/W LINE 5' MIN. V R �- - - _ 3/4" R 6" 1 --.� ,s 6" SEE NOTE 3 GROUND '4�I r + � 1 • Am y Am AN Am Am I } 91573PE l �, -*r�. 11. 1�-- u._11.-is=�1 -}�f 6" . • T . ..--7-1..... :,,: 12" �` �. 8 � � s PRELIMINARY �1:-i11-n-i: it=n: 1 tr 1,2" s 2" OF 3/4"-0" BASEROCK I • • • •a 1,1 MAX. 5' MIN 1127.14tia" SEE NOTE 4 SIDEWALK OREGON ^� /111 COMPACTED SUBGRADE 6 5" ==r DRAINAGE BLOCKOUT . " " ••.° .•+• e••••�. i SEE POST �(- OT 13 ZO '- a 3" I.D. SCHEDULE 40 BASE COURSES • _- 1 SUPPORT DETAIL GC.' ��C, DWV (ABS OR PVC) 24" ��SEE D. CI- 1 - -�-- PIPE W/COUPLING LANDSCAPE NOTE 3 LANDSCAPE SIDEWALK ADJACENT TO CURB40 16 0 •' ' .d • . " COMPACTED SUBGRADE STRIP SEE NOTE 2 STRIP o °°a o °• o o J EXPIRES: 12/31/2019 1 I L I ---.I`-- STAMP • PLANTER = = 5' MIN. = I ROW 4 0 0 0 ° A 0 1. MATERIALS: r STRIP _ ' -us- 6 O 0 0 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 30' MAX O 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL _ J--e11--1L, 1�:'"•'r;_'v,,,,,,; r 4_,, :., ". Q �O Q • 4 a i 3 y- 3' POST. ROAD ' - I' 2. EXPANSION JOINTS: 10' MIN DBG PROPERTIES ' n=rl=it=11= 11=11.-11.=1f I '""'O- 33 .11;;11.711„7117-7.11. .11=11` / A. TO BE PROVIDED: LM J/ 3" 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED LLC - F..„._9" -� 1) AT EACH POINT OF TANGENCY OF THE CURB. RAY p,'� GROUND • STEEL STIFFNER POST. 2" OF 3/4'-0' 2) AT EACH COLD JOINT. 8" R\•I0 '\>:"....\\\ j ' ,kC PROJECTED TOP O / 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. 3/4" OF CURB 2% MAX �\ O STEEL ANCHOR. NOES: 4) AT EACH END OF DRIVEWAYS.5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. - <` ' ��\% %� SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS:.': - 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET O LOCK WASHER, OR 5/16" CORNER BOLT. NOTES: A. TO BE PROVIDED: . j'r =IIF'll= "" "- '4j / 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. '. °'�•ii=11•- az- 1) AT EACH POINT OF TANGENCY OF THE CURB. , ' , , •, ': '+: „� . , Y 7 16" X 5", GALVANIZED CARRIAGE WITH FLAT AND 1 .11 o / 2) AT EACH COLD JOINT. ' #,•� - '•i.=11F 11- LOCK WASHER, 2 BOLTS PER RAIL PER POST. 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3. CONTRACTION JOINTS: o°p,, 0 tp - • . •:=11= 3) AT EACH SIDE OF INLET STRUCTURES. 0 0 0 000 , rl eg•. .:. CONSULTANT 3. EXPANSION JOINTS St CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. 0Qo 0Co0o = _ _ 41 }:°-_•r`�4�- SEE NOTE NO. 4 0 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. - WHITE CROSS RAILS. PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-O" OR 3/4"-O", 95% COMPACTION. BASE ROCK SHALL BE TO 2" OF AGGREGATE 0 r 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. SECT I ON A-A (3/4"-0") COMPACTED 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS o FOR STREETS AND HIGHWAYS AND THE OREGON 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SUPPLEMENT. 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: 0 3F-1 BARRICADES 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. i 6C-8 BARRICADE DESIGN 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, 6C-9 BARRICADE APPLICATION OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. POST SUPPORT DETAIL C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 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. ACCORDANCE WITH THE CURRENT STATE OF OREGON 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 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION OVER PIPE, 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4. BARRICADE FOR SIDEWALK IS SIMILAR. 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. (FOR COMMERCIAL DRIVEWAYS ONLY) rriCFI.OFTIGARI) APPROVED Be NO SCALE CrT1'OFTIG_1Ri) APPROVED NO SCALE Cl'IYOFTIGAIiD APPROVED NO SCALE CRS'OF77G-�ItD ��' NO SCALE CITI"OF71G_1RD APPROVED�' NO SCALE OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. COMMRCIAL OREGIG MICHAEL A. STONE, P.E. ENGINEERINGDMStON CONCRETE D> NQ, ENGINEERING DIVISION STANDARD �, Dwc. NO. + ENGINEERING DIVISION an, ter DWG. NO. ENGINEERING DIVISION WY MINES f STREET DWG. NO. it 41 PUBLIC WORKS DEPARTMENT CITY°101N� CITY F1/tt11lDI DWG. NO. ENGINEERING DIVISION ENGINEER CURB & GUTTER f ' PUBLIC ti'OR85 DEPARTMENT PUBLICWORE DEPARTMENT. f ' PUBLIC WORMS DEPARTMENT ' PUBLIC WORKS DEPAR'T'MENT 1317.7-01123.r.ciiiii ^ 11125 S.W.HALL BLVD. /+1 13125 SW.FIAI.I.BLVD. 13175 S.W.HALL BLVD. DRIVEWAY 1 15133 S.W.HALL BLVD. TIGARD, S.ZS JANUARY 2013 A /O ,� 131205 ,OREGON 77ZZ3 JANUARY 2013 CURB 1 25 rICARD,OREGON m73 JANUARY 2013 126 TIGARD,OREGON 97223 FEBRUARY 2016 1 TIGARD,OREGON mnl JANUARY 2013 BARRICADE 92 VOICE:(503)6394171 ` VOICE:(Sal]6144171 1 VOICE:(303)4. 9[71 VOICE:(303)654x171 v VOICE:(303)6141171 FAX(303)684-7297 APPROVAL DATE FAX(503)684.7297 APPROVAL DATE FAX(503)684T297 APPROVAL DATE FAX(503)6847297 APPROVAL WE FAX 130.3)664-7297 APPROVAL M7[ OD l'Z SEE SITE PLAN FLUSH FOR SIDEWALK (0" EXPOSURE) 2 CONFIGURATION Fill. USE ADA APPROVED RAMP Width Of Sidewalk+ l'-0"fain; l TEXTURE FINISH (TMP.) iCe �,745° Z CO 0 . 111 ``•,♦ \k y •I•IIi♦��'4•��'•sfl, 1�,�tj� 18" :4;..o..71111jPIIPIJIPIPIII.,: ', A Minimum OF 2"X 2"X 6'Galvan zed OM CONCRETE - ,474 r'ot. - • "Unistrut Telespar"Or 12 Guage Lu �i 11' Ye t7" Perforated Posts Or Approved Equivalent CURB � ,Qj01 - _ _ i/i Shall Be Used. < rX l8%gutter slope \\.I • 1qS! Past ////� j/6. � �" 34'radius \ SleeveSldewalk/�/% %'' w\ -. .•. . '. -.; ..I \\ !�\�� Anchor \//� I�\// Sr Cir) 0 MONCt � IA-0"O.C.Maximum v1 NOTE: 6, ..4, 11 ' Q Ur J RAMP CROSS-SLOPE ELEVATION! Anchor Sleeve 2W' X 2W', 18"Deep ' ' I SHALL NOT EXCEED 2% UJ Anchor 21/4" X 21/4",36"Deep Lu LU � i Sr n Post 2" X 2', 12"Deep O ❑ I8" - - 6° .... / re: g W SIDEWALK RAMP 3 w N.T.S. Mm. epoOgsl 3/8"X 7/16" �"� C5,00 careaatert 28 Hays �I Drive Rivet � � U) r 1 I FLUSH MOUNTABLE CURB TYPICAL POST INSTALLATION TITLE / d FOR SSEE II DEWA KTE N (011 EXPOSURE) SCALE:NTS ID Q CONFIGURATION NOTES: 3/8'Galvanized-..,\ # DATE DESCRIPTION P USE ADA APPROVED RAMP Bolts W/Nuts 1 1. Rails To Have Alternating Red And White XX Le) , v TEXTURE FINISH (TMP.) And Washers 8" Stripes.All Stripes Shall Be Reflectorized. n 0) • -• ,12- PO a ap • 2" X 2" 2. See Manual 0 I: ifn T pffiC Control Sign Post 112 z - �. g Devices for Streets n (ahways And a11ef;*f4 CONCRETE And 2"X 8" SZ" S The Oregon Supplement. o +ii1114•1,� VERTICAL CURB F ro N 4 p 4.14i' IIIi'�1•' : Rails 4 3 Hard Drawing Surface.6050 For Installation In A rn ° 1111***.'tt. 2,.X 4"Tap a i1♦i *�IvI�4* t Board X1111 12 4. 1"Pan Head Sheet Metal Screws Shah Be o CONCRETE `�.�!��1��-� NOTES: Used If Sheet Panels Are To Be Fastened o CURB r♦11 12 .1• '7 1 To The Face Of The Cross-Boards. •�11 11t,• U 1 o 1� �jA 1�•�♦4 1. Er�aresion mints shah he provided at each pa m o1 tangency of the curb motorial lords shall be pre-rnnided,non euti ud n= wRfi a min.thickness a! '. N \\ p �- �, '� r gip • �• • + 6� -�1♦i, 7. Contraction joints snail be a mrnfmum of 2'deep.spaced a maximum of 1S feet apart,and match PCC street dab Wits. Sidewalk f 5. Al!Materials And Workmanship Shall Be In N- 5 .ice �att# 00- .%,��.t ` Accordance With The Current State Of U • .! ��: .0�� 1•/s \�\� m Urecon Standard Specifications For 3. Bast rock LIS"minus,compacted to 45%MSNFO T 180,shat}be to subRrade of street structure or 4`In depth,whichever Is wester,extending 1' •,�.. eM47004r"%st S M,H / behind curb. Construction, REVISIONS ci ELM 0/ p 24" NOTE: I�� A•, � ��.z►� 4, AooeDt6utttrstiaI(nut ellceed5ffiatsidewslkrattep END VIEW 6. The Tap Board Shalt Be White. RAMP CROSS-SLOPE `1 Clearance Between Top Of Sidewalk And U - - 5. Gutter thickness shall match the pavement IM kness,wfsere thickness exceeds six inches. The Tap Board Shall Be 1". So SHALL NOT EXCEED 2% Tap Board Shall Overlap The Sidewalk, 6 The height of the standard curb shall match the pavement thickness plus the curb exposure when greater than lb" SLH KDC 12) o WASHINGTON COUNTY SIDEWALK BARRICADE DRAWN BY CHECKED BY 12'u-s THICKENED CURB AND Glu i 1 CFS I PARALLEL SIDEWALK RAMP 4 DEPARTMENT OF LAND USE & i=iMOUNTABLE CURB DETAIL TRANSPORTATION TYPE III, STEEL POSTS ENGINEERING SECTION PFI SUBMITTAL N,T.& 05.00 N.T.S. 05.00 05.00 STATUS p PLOT STAMP:03/30/18 5:24P SEANH EFFECTIVE DATE: 3/18/2011 I WASH.CO. x 6030 CAD: C17052 C500.DWG 002/26/2018 co 27: DATE a -i 17052 v PROJECT NUMBER N 1f) 1C O05 • 00 N O tp ©2018 OTAK, INC. 0 a If this drawing is not 22"x34",it has been reduced/enlarged.Scale accordingly. Otak, JOINT /A ,' DIMENSION POINT DIMENSION POINT Otak, Inc. — t r r 808 SW Third Avenue, Ste. 300 Portland, OR 97204 287. 25 1/2- 503. www of k Sor> 1/8" BELOW SURFACE -PLANTED AREA ' VARIES, SEE USE GRAY 2-COMPONENT % 0 PROfFf�, PLANTING PLAN EXPANSION JOINT POURED RUBBER JOINT SEALANT ��GtiN4F� m FINISH GRADE SET 1/2" 4" CONCRETE SIDEWALK 91573PE ."-- BELOW BELOW SIDEWALK FOR LIGHT BROOM FINISH, PRELIMINARY LAWN AND 1" BELOW DIRECTION OF FINISH FOR SHRUB BEDS TRAFFIC PERPENDICULAR TO OFA o�� OREGONIS 3" HMAC LEVEL 2, i/2" HMAC DENSE PLACED IN TWO LIFTS FACE OF SLAB ' ' T 1 3, ' 2% MAX. CROSS SLOPE - TYP. F 0 CH��4 .�.L,IL..L,I L.L. 8'" OF 3/4" CRUSHED AGG. BASE COURSE , N. , _ o a a q a ° s ° „ ' I EXPIRES: 12/31/2019 ' / ///, 9 4 . a 4a a a a I. ' ..I . .�• :: `I. .. ODCPpL)O.�O�U'wU� � v 0k-60606)6 — GROOVE TROWEL STAMP QooOo00oO�oOooOQOooOo oOaoOpOooO�oU�UooUOVp°uoouo"o`'oo o`o 'c� '' 'w :�,• '` r LIGHT BROOM FINISH TO 1�4� JOINT AT CONCRETE •••••O•fiof*•0•r•l ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 orJ •�•p�•p�•p,,•Q�•p�•p�•• ,00 00 00 00 00 O O°00000 O 0000°0000000 00000 �°�°Q°O 0000 O° O° E— �— EDGE OF JOINT (TYPICAL) � SIDEWALKS WHERE NOTED. •••000p se •�•�•e•e•� III o0a oOoQoDo°O�o�o` opo;o;•°o°ono0u-0000g0000oOo00Oo E 00•• �. `� n ��0°°OCO�OpOCOa ! TROWEL JOINT BEFORE „_� �r� s'0�'0�0�'0�`Or'O�••� .0oo-oocO O O 00000 a0° 8 0- — �I i �� l� —III o-,0 0 0l I 4„ OF 3/4" MINUS COMPACTED GROOMING SECTION 11 11 •�• "•e•e•0•�•�•* _ _ r141 III 141 111 III . I I _ l CRUSHED ROCK NOTE: DBG PROPERTIES •s'00000.40400,00.*Milk Mb OM � I I� _ (NO SHINERS) LLC I III I I I I—I I i — — — COMPACTED SUBGRADE a a a 17' L. aa SCORE JOINT p p p p GEOTECH PREPARE SUBGRADE PER 11 111 - —111111 — RECOMMENDAT I ONS III III I I I III III - CONSULTANT PARKING PAVEMENT STRUCTURAL SECTION I 4' CONCRETE SIDEWALK (PRIVATE ON-SITE) �0 SCORE JOINT / EXPANSION JOINT 3 N.T.S. C5.0 I N.T.S. C5.0 IN.T.S. C5.0 I P-PVMTSECT I ON I'-0" 5/16" -I.- :1i 5/16'x1 A DISABLED SIGNAGE PER � STATE REQUIREMENT TOP OF CURB TO MATCH 063" 6 �ALUMINUM SIGN PLATE {SACK OF 51DEWALK BLUE BACKGROUND I" HIGH _ ELEVATION PARKING WITH D.M.V, I 6" 6' MAX. 5' MIN. WHITE LETTERS AND BORDER, DISABLED PERMIT ONLY D ,,- i _ s y ENAMEL ENAMEL VIOLATORS SUBJECT TO TOWING UNDER I SCORE JOINT Q W Z ORS 811.620 AND FINE �' UP 70 t306 UNDER 4 ~ -.4( a u " , ORS 611.615 , II 1/2" CONTRACTION JOINT �, N �' I' 12 ��. . N . .. I: 12 �� 6� I I r II ao o #4 R1=1�AR Y ~ MAX. �♦' /'�I�'� � MAX. �� I -o a ° w II ' VAN ACCESSIBLE SIGN :-4( r, = i ,5 iiI (INSTALL SfGN ON STALL J co IO A CI) ...11lS 1/2" CONTRACTION JOINT "' PROVIDE TACT I I E pgg/tp T 15 OC TAPERED CURB , WARNING PER A.D.A. ADJACENT TO 8' AISLE. 1-- z SECTION A—A • / ONE PER LOT.) o Z CONCRETE TO BE FLUSH W I TSI AC � W GALVANIZEDCD WHEEL BLOCKS. 5 DISABLED SYMBOL STEEL POST SEE DETAI L NOTE: CONSTRUCT EXPANSION JOINT PER STATE4" STRfPES AT 1' • 7 ^ MIN AT 45' OC, AT SIDEWALK RAMPS, AND cn REQUIREMENT 2'-O" OC TYP. ;, ASPHALT A AT SIDEWALK INTERSECTIONS2 . ¢ o j, 30 TYP. 7" 3.5" - 4 REB AR, 18" LONG 1, s). Lo 1 z (2) PER WHEEL BLOCK. U, NOTES: _ —BACK OF CURB I AND DSII GNA GED TO CSTR IOMPLY P I NG Q CV �' I�� 1 3" WIDE PAINT Ire r i _�,: V.- STRIPE TYPICAL �i � z V J PLAN VIEW (.1...A ORSWITH4ORDINANCE Izr, 86 ® `N I. CONCRETE SHALL BE 3000 PSI. FACE OF CURB N — 2. DOWEL INTO PAVEMENT W 1 TH 24" #4 (9 2. D i SABLED SIGN TO BE o;� 4_, 1 REBAR. W [t MOUNTED TO SIDE FOR o „o, 3. EPDXY BUMPER STOP I N PLACE. 4::IC Ha —PAINT STRIPE VAN ACCESS LOCATIONS STREET _ AND MAY BE CENTERED I - - . 67° 1,, O W 9'—O"(TYPICAL) SEE PLANS FOR STANDARD DISABLED (6' TYP E CAL) SPACES. 4" 10" Cl) fX 0 (8' REQUIRED FOR FIRST AISLE PER LOT) n c�0 J 11 EXPANSION JOINT FOR SIDEWALK 4 HANDICAP PARKING STRIPING 5 HANDICAP PARKING SYMBOLS 6 PRECAST CURB STOP 7 J � < W N.T.S. C5.01 N.T.S. C5.0 I N.T.S. C5.0 f N.T.S. C5.0 I w W P-HSTALL P-HSTALLi C-CSTOPI Lu o 0ct >- w F- i_. LL. cu) Co TITLE # DATE DESCRIPTION o xx lci --SEE SITE PLAN FOR SIDEWALK FOR SIDEWALK CONFIGURATION CONFIGURATION 0 oCD 61 61 IN o CURB AND I� 4' h� s, c"'.) GUTTER M sip �2 2 „., --9'<f_ U ` l,� 10: REVISIONS ~CURB TAPER .111•*h � � � .��1��1��1��•. . y�y tai �.. , itio 40 oil o %01140440: 4 .CONCRETE ::;�:▪i. 4�N3,A�' I��14,,•� , •;•••:; Otak 45 -a-0L E t E N fn U7 'El 12"— ° —12"— — 12"ID " ° -----12"--- Otak, Inc. a)—shldr.widening aI shldr. widening cu shldr.widening al shldr.widening 808 SW Third Avenue, Ste. 300 w ai m To ro 1'/z" rad. 1'/z"rad. E E E (Typ.) E 1 V2 r Portland, 287. 6 0 503. 682 5 0 a o www.otak.ca Batter 6:1 Z ^� Batter 6:1 Z Batter 6:1 a .� Batter 6:1 Z p f {TYP•) (0 (TYP.) co (TYp.) Zn (TYPO CGQ PROF' Finish grade Finish grade i ' Finish grade • : ; Finish grade i i ��Gt N ff`Q (Slope var.) (Slope var.) (Slope var. � R y " (Slope var.) I -''''''''''-.....k.,....,...,..............„ 91573PE 8n--1 S! S! ) �—9 —� S� I---8"---I I dr Cdr f 8 I'ar fro/. j I---8"—moi 2" min.— 2" min. PRELIMINARY On dense graded A.C. On open graded A.C. On dense graded A.C. On open graded A.C. s OREGON , (See general note 4) (See general note 4) �� ,o i 3 ,yo'� �� ASPHALT CONCRETE P.C. CONCRETE (� D, C1- \'-1° O CV DRAINAGE CURBS _ EXPIRES: 12/31/2019 4 Guardrail block Guardrail block Guardrail block Guardrail block STAMP I I I I —�# O, El , I I El ,' I I El , ~� I ,' I I 1? 215I I I -a I _E I I ro I I I I I C I DBG PROPERTIES . r. 7 V I D V I 7 V I V I Lt.0 c' 1 I cr' 1 I cn i I a) I I o A I 0 A I o A I o A I ,' I I Guardrail m ,' I I Guardrail m ,' I Guardrail m ' _ i /post m 1 I { post ro i post a ' i Guardrail u_ . u_ • tttr// ll V/ lL . ✓✓V Z_ ____I -1... I 2 I Z I Final paved surfacing shall i Final paved surfacing shall Final paved surfacing shall Final paved surfacing shall _ extend to face of guardrail post I extend to face of guardrail post I extend to face of guardrail post I extend to face of guardrail post I I I I I I I 7 1'/z" rad. , i 11/2"rad. I I (TyP•) I (TYP•) I CONSULTANT } Batter 6:1 I Batter 6:1 I {TYPO ( I {TYgr • I Finish grade Finish grade r I Finish grade 7 ' d I Finish grade "'A. (Slope var.) II I } Lar (Slope var.) 1T (Slope var.) I r, (Slope var.) S! 1-�$"-I I I I \ �II I I I dr P ��—8"—� I I `?r { P I I 3r 2, min. ��8"—moi i i i I 2" min. 8"—I I I I I k I I I On dense graded A.C. On open graded A.C. On dense graded A.G. On open graded A.C. (See general note 4) ASPHALT CONCRETE (See general note 4) P.C. CONCRETE DRAINAGE CURBS UNDER GUARDRAIL GENERAL NOTES FOR ALL DETAILS: CALC.BOOK NO _ _ ._ N/A _ _ BASELINE REPORT DATE 30-JUN-2009 NOTE: All material and workmanship shall be in accordance with 1. For P.C. concrete drainage curbs, construct expansion joints at 200' maximum spacing, and at points of tangency. the current Oregon standard specifications 2. For P.C. concrete drainage curbs, construct contraction joints at 15' maximum spacing. The selection and use of this OREGON STANDARD DRAWINGS 3. Dimensions are nominal,vary to conform with curb machine approved by the engineer. Standard Drawing, while designed in accordance with generally DRAINAGE CURBS 4. When bonding to dense graded A.G. pvmt., apply epoxy cement between surfaces. accepted engineering principles MI and practices, is the sole responCli) - 0 5. When drainage curb is required, curb alignment shall be the same as face of guardrail, as shown above. sibility of the user and should not 2015 V When a run of drainage curb, or any part thereof, is placed under guardrail, curb height shall be 4". O be used without consulting a DATE REVISION DESCRIPTION 1 Registered Professional Engineer. Z 6. For other curb types, see Std. Drg. RD700. 7. For guardrail details not shown, see Std. Drg. RD400. Effective Date: December 1, 2015 - May 31, 2016 RD701 umi 2 i-- ce < zC!) a O J w < 1- w v,0 0 0 _, 1-- IIIIIIIIIIIIIJ ~ f.< W LL L11 W W ° 0Et F- I LL 0u) co TITLE # DATE , DESCRIPTION o XX iriU 6 E rn z O 0 T m J OI S rt1 U I N in O N. REVISIONS D O Q 0 S a SLH KDC co DRAWN BY CHECKED BY CV 10 o PFI SUBMITTAL g STATUS ti 02/26'2018 o DATE a J 17052 E6. PROJECT NUMBER N ,f7 co O cv C 5 • 0 2 ray m OO 2018 OTAK, INC. a) m O If this drawing is not 22"x 34".it has been cT reduced/enlarged.Scale accordingly. Otak —. A L Otak, Inc. 808 SW Third Avenue, Ste. 300 Portland, OR 97204 503. 287. 68251 O ...„...,„ , 01 II 12" 0 = 20' - NOTES: www.otak.corr 12' 12' 124-.1 #+ F+12' CENTER IN O --1 .5' TURN LANE * H2' 21 �� Rt7F �� CENTER IN —q �• 1. LOCATE STOP BARS 10' BACK OF THE EXTENDED EDGE LINE ��Gt NE-. `4D OPTIONAL TURN LANE �� 6' MIN. / 10' MAX. 12" E T EDGE OF PAVEMENT, OR CURB FACE. VERIFY SIGHT DISTANCE. �91573PE OPTIONALf _ * PRELIMINARY �VARIES� 15' BEGINNING 6.5' 40" 6' MIN 2- LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR OREGON HOF FULL WIDTH 5' BACK OF EXTENDED EDGE LINE, EDGE OF PAVEMENT OR `�C``,oT ON CO h.—VARIES 15' CURB FACE. A- i- ' �' �� HOE TURN LANE BEGINNING OF FULL LANE WIDTH �1 6 (TYP.) 3. REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED RIGHT TURN LANE MARKINGS - ELONGATED ARROWS SHALL BE LEFT TURN LANE MARKINGS - ELONGATED ARROWS SHALL BE 120 mil CROSSWALK - CROSSWALK SHALL BE 120 mil WHITE VARIES IN THE FIELD. STRIPING SHALL BE REMOVED AS DIRECTED EXPIRES: 12/31/2019 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, SEE ODOT THERMOPLASTIC PAVEMENT MARKING MATERIAL. 25' I 35' - BY THE ENGINEER. STAMP SEE ODOT DETAIL. USE ADDITIONAL ARROW AT THE MID POINT DETAIL. USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN SEE NOTE 2. NARROW RAILROAD CROSSING - LEGEND SHALL BE 120 mil WHITE 4. ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL WHEN THE TURN LANE IS OVER 300 FT. LANE IS OVER 300 FT. THERMOPLASTIC PAVEMENT MARKING MATERIAL. SEE NOTE 6. BE INSTALLED AS PER SECTION 00850 OF THE OREGON _f 3- Jn e MIN. 3 PLACED ON TOPSTANDARD SPECIFICATIONS FOR HWY, CONSTRUCTION. DBG PROPERTIES lb 0 20' 20' ID OF CURB 2' SPACING 24"* 5. ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST LLC CENTER IN C"""" CURRENT ODOT SPECIFICATION. COPIES OF THE MATERIALS 12" MIN �� TURN LANE O O 40' T A 4" 4' 6"� SPECIFICATIONS ARE AVAILABLE FROM: OPTIONAL71.14:11 I 5 M I N m m m m BEGINNING III + �� ENGINEER OF MATERIALS AND RESEARCH VARIES 15' OF FULL WIDTH 45° 4"1 1 �l„ RAISED MEDIAN A PA. • ' HWY. MATERIALS LABORATORY OF TURN LANE �� MARKER a 600 AIRPORT ROAD S.E. CONSULTANT 8„ 2' MIN [1] SALEM, OR 97310 THRU AND TURN LANE MARKINGS - ELONGATED TURN AND THRU m CO mED) STRELLOW (503) 986-3100 ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENTi 8"J B!-DIRECTIONAL TYPE I PE 6. THE ENGINEER MUST OBTAIN AUTHORIZATION FOR 40' YELLOW MARKERS (TYP.) A - A STOP BAR - SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, SEE ODOT DETAIL. USE ADDITIONAL ARROW PLACEMENT OF "RAILROAD CROSSING” MARKINGS PRIOR TO MARKING MATERIAL, SEE NOTE 1. AT THE MID POINT WHEN THE TURN LANE IS OVER 300 FT. BIKE LANE LINES - ONE 8" WHITE LINE & ONE 4" WHITE LINE WITH A RAISED MEDIAN STRIPE - 4" YELLOW LINE WITH 4" YELLOW PLAN APPROVAL. AUTHORIZATION SHALL BE OBTAINED FROM 8" WHITE 45° DIAGONAL LINE AT 40' INTERVALS. BI-DIRECTIONAL TYPE I MARKERS. THE ODOT RAIL DIVISION AND WASHINGTON COUNTY 4:11 TRAFFIC ENGINEERING. O Qx r THRU TRAFFIC SIDE 20' 20' O 7. FOR SCHOOL ZONE STENCILS, USE ODOT DETAIL 'SCHOOL' & O -- VARIES (4" TO 28" 40' 40 'X-ING', AS NEEDED, IN 120 mil WHITE THERMOPLASTIC r ) I -� 20' �" } 2" SPACE m I m -�I10'� 15' �+ PAVEMENT MARKING MATERIAL. VERIFY LOCATIONS & CO * �- THRU TRAFFIC SIDE �_ 8 f f 4" w 8 m = m 0 STENCILS WITH COUNTY TRAFFIC ENGINEERING. WHEN BOTH N-q - ET * ARE USED, SPACING IS 32 FEET. 2" SPACE m m-�-a-- 4.. } m 1-1 j 36� } 12" MAX. '9 __ 20' 20'El El 0`� 4" m W l m m f w t9 THRU TRAFFIC SIDE --- 8. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN T - 1-4, t 4" SPACE THE URBAN GROWTH BOUNDARY. „J �2" SPACE TTHRU TRAFFIC SIDE �- 4 9. FOR DIAGONAL MARKERS, USE "PREMARK IN LANE RUMBLE 0 ItCi) MEDIAN NOSE - TWO 4" YELLOW LINES WITH BI-DIRECTIONAL5 DIAGONAL MARKERS -4" YELLOW OR . 1-4-1 1-i-3"-•12 I-.S TWO WAY LEFT TURN STRIPE - 4" YELLOW LINES WITH 4"YELLOW BARS" BY FLINT TRADING INC., OR EQUIVALENT. Z I— TURN LANE LINE - 8" WHITE LINE WITH 4" WHITE 1 -1I W O YELLOW TYPE I MARKERS. IF TOTAL WIDTH BETWEEN STRIPES IS WHITE RUMBLE BARS WITH SINGLE 125 mil BASE BI-DIRECTIONAL TYPE I MARKERS. USE ELONGATED ARROWS FOR r1� MONO-DIRECTIONAL TYPE I MARKERS. 250 mil BARS LEFT TURN ARROWS. C7 _ LESS THAN 16" THEN INSTALL ONLY ONE LINE OF MARKERS. BLACK BASE. CENTER BETWEEN LANE LINES. A - A X SUBSCRIPT FOR PAVEMENT MARKING. J Q LI © © O DENOTES COLOR. (Y) YELLOW OR rr nn X O (W) WHITE. V2 2" SPACE Z ' 40' 40'-1 +� I— 40' I 40' �� VARIES 40' --� 40' --- 4" SPACE * LANE MARKING DIMENSION LOCATION 1 04 m CO m AT q OF STRIPING UNLESS NOTED 0- * EDGE OF PAVEMENT 1 q* _ m m l { OTHERWISE. Et m m �■ m - miii. . ...morr - t4 Co CV Q ZO _1---] 1--- T THRU TRAFFIC SIDE -�- L4" SPACE THRU TRAFFIC SIDE " 4"1 4" SPACE (n N- CO Q Q 4 �, aF- 15' SPACING TYP. M Q o W 0 BROKEN CENTER LINE - 4" YELLOW LINE WITH 4" YELLOW MEDIAN STRIPE - TWO 4" YELLOW LINES WITH 4" YELLOW EDGE LINE - 4" YELLOW OR WHITE LINE AS SHOWN ON PLANS. CENTER LINES - TWO 4" YELLOW LINES WITH 4" YELLOW ❑ Ci) it BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. Bl-DIRECTIONAL TYPE I MARKERS. V I ❑ 6J Z 0 0 0 o 0 .Iw O TRAFFIC FLOW w Q ❑ VARIES ` 6' _ = 6' 6' �- w W r 10` 30' 10' �� I � 4'-$" MINIII6T�I Ilinim.Eo.....i. .� I-6'--I I �6'� r 8" * 2' -.I 2, I t LL cn iiil-�- I C� t ED _ * -12'�+ -2'f 2'f- 25" 40" LLI TITLE $�� # DATE DESCRIPTION co T 0 1 1-'-. 5 � 8 xx Lo TRAFFIC FLOW BIKE LANE LINE - 8" WHITE LINE. DOTTED LINE EXTENSIONS THRU INTERSECTION - WHITE OR 0,5 Z BIKE LANE DOTTED LINE - 8" WHITE LINE. BICYCLE LANE MARKING - SHALL BE 90 mil WHITE PREFORMED YELLOW LINE. WIDTH AND COLOR SAME AS LINE BEING EXTENDED. >' ill LANE LINE - 4" WHITE LINE WITH 4" WHITE MONO-DIRECTIONAL SHALL BE 120 mil THERMOPLASTIC PAVEMENT MARKING HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. HZ = TYPE I MARKERS. MATERIALS. D 0 Z Z z O Z L. -3 FT. MIN. TO 5 FT. MAX. V Z U MQ O VARIES MIIS WHEEL TIRACKOS) VARIES/ 0S1DE m Z L- Q W (.1)o ��' I-'-24 IN I I— 11-kg m 12" 0 O ¢ REVISIONS 0 36° 36° 0 w Ct Z Lii U m 11 o ;••• ��;�;�; 6 FT MIN. m m m '� 0 W QO SLH KDC .... ••••4 - F- .- U O ••••••• •••••••i _ 4 r^ ¢ Z Z v Q DRAWN BY CHECKED BY N •*❖*• •••••••/ n v J • TPFI SUBMITTAL ;•;•;•; •;•;•;•, 8 IN WHITE LINE VARIES W Z STATUS s ... ...• ❑ H- W O U 0 0 N, 02126!2018 10 FT. (6 FT MIN.)_T CHEVRON BARS - SHALL BE 120 MIL EXTRUDED WHITE el: LNDATE Li STAGGERED CONTNENTAL CROSSWALK - SHALL BE 120 mil WHITE THERMOPLASTIC MATERIAL. PLACE MONO - DIRECTIONAL WHITE 2 CD 17052 S < N. PROJECT NUMBER N HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. BUTTONS AT THE ENDS OF EACH LEG OF CHEVRON. U co I— - • oQ C5 • O3 "' a. U ©2018 OTAK, INC. a as 5 If this drawing is not 22"x 34",it has been d reduced/enlarged.Scale accordingly. • LOCATE FRAME - 1. ,: .....__ Otak aA 6 AND COMER GERi LEDGE OF AT TE • S 2 I' �■ �R�F 1 Otak, Inc .....MEI STD s No. 100 ••� NOTE:aM § A808 SW Third Avenue, Ste. 30 JOINT DETAL ! -.! J J ALL PRE-CAST MANHOLE SECTIONS SHALL Pll ELL VARY BY ` ;WHA CONFORM TO THE REQUIREMENTS OF ASTM Portland, OR 9720 MANUFACTURER ;'',"."•'`i ': '�'' der MINIMLM -in-:;,• C-478 AND APPLICABLE PROVISIONS OF 503. 287. 682 �`• • STANDARD DRAWING NO. 010. ` �_ www.otak.co di :?!.. .,..., •' • < .�$• MINIMUM 0\ •)� �``�p P�OF -- 11/444-;:miril O FRAC MD oovR OR " s� uwMlx MATERI A L S: S`��GIN�fiR �0� 91573PE =La- MAMMA 27" FROM • EATERILOHT FRAME AND OOVERSEE ,•:.. . SMOOTH FINISH CHANNEL TO ENCAPSULATED (.. IOP OF FIRST STEP _ SID. DRAWING Na 110, ,A0. OR 130 y••1a/4 rERncAI HEIGHT CF F'�E. RUBBER GASKET p ' , „> pugs PRELIMINARY 1D IOP OF CASTING -\\ SET ERNE IN NON-SHRINK ! 10-314r ' MUST CONFORM WITH ASTM J ��ORouT :•.". =:- -- _-_ MON-SHRINKINFi GROUT 12" C-478. STEEL REINFORCING s� OREGON N. NOIESt r i.• `. .. : CHANNEL MDMUM o pINpg �cr i12' SHELF IN LD . •4 BAR IIUNTSOADE 60 ( 3PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO 4. 8 •2' •.•- PIIS •y•'a T ASTM A-615 ENCAPSULATED 0 CH\`-v ,� r:..:. ::::,:_.._:;:::;.;:;:;:;::::::,:::.:.: QIANEL AND MIN0 5 WITH INJECTION MOLDED 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE =i• :++ • + ••+ + •;•r s•rr:� s :rra + r=. ...,:r +..+ • + :::+ •• : + r: ... .n• : I'" . FMIFQD V � � v MANHOLE BASE. ,,,,,:i.:•.- ....,:. .. - •,,.1....:•,...•„.:•;.•.::•.; y 1 /FT SLAPS COPOLYMER POLYPROPYLENE 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO c • STANDARD ECCENTRIC mem BE i- • .. COPOLYMER POLYPROPYLENE PLAS11C WITH SERRATED SURFACES. -I EXPIRES: 12/31/2019 " ', STAMP THE REQUIREMENTS OF ASTM C-443. iG� CCM 12' IMAM "� J. PPE •� - COMPACIED BASE MATERIAL .a-.. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE • ' . F.D. 1/2" RE>NFORCDE ET WATERTIGHT. MANHOLE SECTION �„ •n7.--J-riffil 5, PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A ';-� 4� M I.. ��NARIABLE 1+-4'} !• ' = j a' MANHOLE AND CHANNEL DETAIL L•' PVC SANDED BELL ' `. : DBG PROPERTIES 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE W 1'1" MFTNum A. 41.•4 �.: : LLC REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL •+ SID ORATING 100.-•; �� Vi M..' y '�. .' 1 ALL 7. PROVIDE A MINIMUM OF $" OF INTACT (UNDISTURBED) c,� �•e - -• a. • • •. �5-3/4r� 1. ALL STEPS SHALL CONFORM TO • SMOOTH FINISH CRANNIES =• ' • • • THE REQUIREMENTS OF ASTM MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED .:i + r r.r•r r r r r• :+: r r ri . • . • + + + 'i . ! NOTES: Otak 1. BAFFLE WALL SHALL HAVE H BAR AT 12` SPACING EACH WAY. 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE ANC MANHOLE WALL SHALL BE WATERTIGHT. t NOTES: 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL 4:414,57N.0. ' 3/4" SQUARE 4. FRAME AND LADDER OR STEPS ARE TO HE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; COMB-DOWN �I T. ALL STEPS SHALL CONFORM TO THE SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. 1 d REQUIREMENTS OF ASTM C 47B. 5. MULTI-ORlflCE ELBOWS SHALL BE PRE-INSTALLED INSURE LADDER OPENING ISNCE A A B B / , 00 8. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT. OPENING IS TO BE OJT ROUND AND SMOOTH. 2. MANHOLE STEPS MUST BE 11GHT AND NEOPRENE GASKET SHALL BE INSTALLED 8ETIAEEN THE ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A '� FIRMLY EMBEDDED. WATERTIGHT SEAL �� p 3. ALL STEPS WITHIN A MANHOLE SHALL 7, SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 28m AND A5TM B 275, kteriorSTANDARD CAST IRON CONCRETE COLLAR �� Otak Inc. BE OF THE SAME DESIGN, TYPE, AND DESIGNATION 2932A OR CAST IRON IN ACCORDANCE MATH ASTM A 48, CLASS 306. LIFT HANDLE MAY BE SOUD ROO OR HOLLOW TUBING 'MTH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN p�� FRAME AND COVER 1 SIZE. ( iX+NGPERM OF UNMATCHED STEPS RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES of UD AND BODY SHALL BE MACHINED FOR G�F ❑ ❑ 7 ❑ ❑ IS NOT PERMITTED . DRAWING NO. 510 STANDARD MANHOLE r \ ) PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE "DIAMETER STAINLESS STEEL. e 808 SW Third Avenue, Ste. 30C \ 1-1 4• GRADE RING M " 3 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITm HINGE MOVEMENT, STOP TAB NON-TRAFFIC APPLICATIONS Portland, OR 97204 .� cif + 1-1/9- m OR SOME OTHER DEVISE. ( ) ❑ ❑ s 4 ❑ ❑ r / C�' 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE ,- 503. 287. 7204 C3CJCf❑ ❑ 6825 D C]Q vv 'w.otak.corr ,.i `1 -7--,..44...1..::...a.4, v. BOLT PATTERN MATCHES. ,, Q• .�. -! y- $-3/4„ 10. MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOADING. 3/4" ! ,/ . L■*� /l C�J L� 0 •ArCIEE t"WA HOLE rat ADMIT/el S LAQC 110QL WI11I a . 4" MIN. ./j i 4 TAtEEj ITAtiLI�i1� �1 / r� FINISH GRADE I �1�_ --'-� `''`"''' l I� c PROP I ) a •.1,:::-.:.•-::.4. a. ))° o p'M q,� ��_r� 1,�I (ASPHALT, CONCTRETE,OR OTHER) .rJ ` `�`D f ROP 18"XIMI"rt 1 4" 1F'a11T �� KO -.7-1 p _ :._ WATERTIGHT PIPE PLUG "111111111111 -� 10-3/4" . _' SIM RATE UFT HAMILE DEM& MONT ME MOM CMOS -••I�.. 1=- �q T/B'-0 V a' ',Am= ROD OR SWIM �,� 1 1 :r ►nTH slops oRIIIIIIIIIIIF \5 R O -� 12" ` , + • .►QOtaa � � �* �� CAP AS APPROVED BY 8 r 91573PE l WATERTIGHT THREADED ■ LOCAL JURISDICTION. i+Q . .. A y �� 54NEAR IGAIE 1�. � 1�1 .,. I r 1 I a: � �7J • MANUFACTURED BY KEPY VALVE OR EQUAL - i P r; L J 1 12" Ill I PRELIMINARY 5 �. ,..i-��._ . '► -11.- -.•: i OREGON ' • LA FOR�E AMIE110 r 2" IN. CLEARANCE 11011J- ' _ •--- / SECTION B-B SQA ,V� \ r iy�/ �hij' PROVIDE 3 4"-0 FOR COPOLYMER POLYPROPYLENE PLASTIC a M.:•=•.711 A MINIMUM of 6` �� Ti3, �� .11,_=1:::::.- Ir--..- ..._..11,r._. ._• A MAROUND CLEANOUT PORT=11000*XII TAtR�E A10 OVERLAP -tel �� __ 1 d C1-0-0 ii E2" IrLM11ZTTwap!'LuuO• _ • ,. , !!<MN!' MON IME04111.011 1/2' GRADE 60 REINFORCEMENT a �•• '..' 4 OR<A0E O OMIT. OIMICE C ptVA NMOL MOOT CCM • ` _ TB■ • y �� -ROVIDE 1/2"CAP (MAX- RII �•- •-- EXPIRES: 12/31/2019 �' a ►• OCE>iMOUTMAY OE BETWEEN CLEANOUT PIPE P:P�% ■•.. L. LIQ POLI/CCN=WE - AND GROUT COLLAR. I _'-II' SECTION A-A 13• CC 4 AIM L WAY NED OK --4..... • .P.`. 1.-a------ OI�ICE O -11 •;11STAMP 3-3 8' FOR rt�ARY41111,1W1116 �I`�l`Ifoe.rP --�=: • { PLASTIC SAFETY STEP intno sons MID Off RAN ELEVATIOIL '� y /��/ MANHOLE SII�I.111-, :.�:: �1�1 ;i1.�1.11. I I I / ,,__LF-r-til ��r� >11P - - C! =i - - l a'- a-5/e- a: ,• . �oiwa c T -I.= '11=1C=1-% Ir-" :: Otak • SEE STD. DRAWING NO. 370 FOR TOP „,..._ STANDARD MANHOLE E FRAME /12M3VED,.- FACE a' CURB �� • f SECTION DETAILS STANDARD MANHOLE FLAT TOP 01ti •4/01:1 COWR (TYPICAL).S7DDRA HI • �!'' A w/ a I TTER 1/SFr. �� .MT) .1 _1 E I ,� Otak, 11'1CiW/ REINFOORRCEMENT 0•p0 :r G1rTTEA p� (1r DTH TI'fP}� �,► :: �� A Portland, OR972RUBBER GASKET FLAT TOP PtPEi. � � -_�� . I 80B SW ThirdAvenue, Ste- 3W REINFORCEMENT arro D KTERIORFACE OF CURS 1 •• a. C �!4'� 48' _ 5D3 287. 682 • 1wAL! 1S MdT Ai1D D :�+ ti wA� - d SAO( OF CURB P HOLE 0 ~ _ 4 46 _ • 1 • •;, HIWMN.Ok.CORI . '� I LOCATED AT I -I ,O ...f Sr •' AGGREGATE cT'R} IIB i ! �D 1 PRO,f f fI TLF- +� •r� STaiY NV r r//�}JI/J.i�/..//f/d/�F •. 1r MAX •. ': :'. �iET •' 111ATETRT1G1tT SEAL 9i�p \ �a F� Oy . • SANITARY ► PSE •.. SEE DEM �D3o91571E a' MINIUM OVERLAP. P+> • aRAr TOSMOOTH FINS. .:Wma •s : PER PLAN. As p V-iHt-- _ 48' PRELIMINARY . 3 4 11ERTK:111. ■.� . AF4ROWED IR I� JO's yr. PTIE MOLDED B a S OREGON :I \ SLD. LAprii.: •., 1•*.:::'..` : �� MAMMON .err ' 'f' lnp O�q •` =: CO CONSTRUCT A---1 FPLLER (Trl}.) SECTION A-A "' r \'�S■ �� '' _ /{�Y��LMDSVLQE 1 • D 7/�3�,J 1`O�Q. .•" -k • -ar 7,� -•= PLAN VIEW 1. • • • - - -• • • • • • ••;•::• •,••• • • •-•-•-•-•-•-•.•- 6'(i^IP) Fat ar .:::..::..::.:::._:.:...:...::.:.::: .-::.:.:._:_:.:.:.:.:.,::.:..:.: =• :•-:-:-•-•:•-• •-::•-:- : •:•:•:•-:-:-:-�: )("<pq� IN PLACE -t e�l� `�`� .� EXPIRES: 12/31/2019 .•._:_:.:.:.::._.:._.:.:.:.:._:.::_:_::.:::.:.::: :::::a :: :.:_:::: •' •= '= GUTTER LAE arTTEIR ' MR CURB INLET OPENINGT LA ••_�_••�-�.•:•-•-::r:r-�. .•_•.�.�-�-'•�-:.•.:.:.:.:.:.:.i:i i'•:,:::_:_::•_ . . �d'1 CURB �'�) FOR PRE CAST STAMP - _.. . .:..;:: ,_ • ,; • ,;:•.• , 1 1/2' rOP-FACE 6OTTDY FACE a SECTION B-B PLAN VIEW t OPEN INSIDE DROP rI III I IM �� FROM TOP OF nRsT OWE .one -- �quiI/e:• PRO�CfEn GLITTER `-� ROOK WITH BEAVER SLIDE STEP TO TOP OF LD" r ,t1 � - DEPRESSION c SLOPE TO MATCH SIDEWALK D B G!P R O P E R T! ES AT BAS a' ari r I LLC SUB-CRAMOUTER • PAVED ROAD SURFACE AOGREGAIE #6 BAR AROUND OUTSIDE OF OPENING (TYP} _ ,41411(1111141411*, ` LIE 4 SEE STD SI 1 X16 DIAGONALS BOTH SIDES OF OPENING RUBBER GASKET �� ExivO DRAWING NO. 100 • UPPER SE TIONSTD TO BE 48' DRAIN ��\,� FOR STEPS /.......... -4 INLET. SEE STD. DRAWING NO. 370. 6 6" 0.C. BOTH WAYS 4 11 FLAT TOP " �S1 ii \ . -5- WEEP HOLE LOCATED (---) ;1 //'� .: 54. F;s AT BASE OF AGGREGATE (OPTIONAL) V 11 -9JNO amour .,•,'N111:1;11111:1111:‘� �� .sa �'� FOR POURED IN PLACE WITH wA,tit,tlGUT SEAL • :- /7- WIT SID DRAWINGEFMGHT 0301 ''��, a 1 WITH REINFORCEMENT FOR PRE CAST NOTESw 7. ALL JON TS AND RUBBER GASKETS SHALL �, 0 o PIPE SIZES CONFORM TO THE REQUIREMENTS OF ASTM •r r...........-._48..._„-„,+..., 1 1/r m ��"� VARIABLE` NQ1JE& T • . � `r CONSULTANT 2. ALL MANHOLE SECTIONS SHALL CONFORM 46 �K // c 41' 1. PRE CAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE TO THE REQUIREMENTS OF ASTM C-478 1/. - ! STORM AID • 1 1/2'FOR > �� WITH ASTM C-478. AND APPUCABLE PROVISIONS OF } •• • •r �.1i3 3"MIN. 2. NON-SUMP INLET MANHOLE SHALL BE CHANNELED. STANDARD MANHOLE, SEE STD DRAWING TYP. 1 • •a•, • a .-A 24' MAX FOR 3. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY NO. 010, r < .� i, SAMTARY jev.. .. ......" ,: STRENGTH OF 3000 PSI. AND A SLUMP OF 2" TO 4' AND CONNECTION 3. CENTER OPENING FUTOP REQUIRED. a ' PER PLAN. FRONT VIEW PERSPECTIVE VIEW SHOWING me PIPE I.U. d'• %� DEPRESSED GUTTER_ AT CURB INLET 4. NO STEPS ALLOWED IN SHALLOW FLAT TOP , 18- I �� ; j I�6' BENCH SLOPED TO CENTER TO FACILITATE CLEANING. MANHOLE. UIMP LRE CAST YA11ICP Fat RUBBERGASKET �•'= ''r ` LARGE apt PIPE. SEE 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL. ASTM A-36 STEEL AND BE HOT-DIPPED GALVANIZED AFTER 5, ALL POURED IN PLACE CONCRETE SHALL ••'":". •',•■ �1•.i. :......• Y4'....: .? � A�� 1130. FABRICATION. . HAVE A 28 DAY STRENGTH OF 3000 • 0 PSI ANDA SLUMP OF 2' TO 4'. �� 2. ALL POURED IN PLACE CONCRETE SHALL HALE A 28 DAY S11tEFlGTH OF 3000 P.S.I. AND A SLUMP OF 2" TO 4'. • • •-•_•....::: ::'a•:a■." :.::::•••_:;- _ -i• .:•: 'r.:.: •,i:_:: ._' '._::-i: •- 12" MINIMUM OF 3':,' TO 0- COMPACTED BASE MATERIAL. OPEN INSIDE DROP FOR 3. INSTALL STRUCTURE ON MINIMUM OF 8' OF % TO 0' COMPACTED BASE MATERIAL ' '•'' ' LARGE DIAMETER PIPE 4. NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED (E.G. FLOW THROUGH C8s). SEC 11QN A-A f SHALLOW FLAT TOP OPEN INSIDE DROP CURB INLET MANHOLE MANHOLE C1eanWabcr Serv><ces MANHOLE CleanWWater S INLET CATCH BASIN (CG- 48) , (CG-48 M.H.) L----CleanWaterServices DRAWING NO. 040 REVISED 12-16 DRAWING NO. 080 REVISED 12-16 DRAWING NO. 340 REVISED 12-16 DRAWING NO. 350 REVISED 01-13 (11/1) 25 3/4' ANHOLE LID AS APPROVED Z STAINLESS STEEL CHAIN OR CABLE27 ATTACHED TO ORIFICE PLATE AND f I 3 I W STRUCTURE AS APPROVED. CHAIN OR CABLE p rn SHALL BE SMALL ENOUGH TO ALLOW ORIFICE SLOT SHALL BE PLATE TO BE REMOVED FROM GUIDE. ORIFICE I `� I I IIIf 6" a' V/ 1'X5' CENTERED PLATE AND GUIDE TO BE MANUFACTURED A I A r _ 11+' �I F2 _i .!!, / \FROM )f" HDPE OR Ya" STAINLESS STEELiior. • I FACE OF CURB Q e /11\2Tg �_ .�f N: + I r BACK OF CURB 411 IIIL �r y 2 EAC7! EIO Z 1/r I $ I t w I I I -� 1/4 I � Ce [] Immm WALL SECTION AND ..• FLAT�ARIIMIM � 32 1/2• _ r��1 INTERIOR DIMENSIONS MAXIMUM WATER SURFACE ELEVATION 2 -� CURS INLET IN ACCORDANCE WITH ugn wry Z FACE OF OPENING 30" ON TRACTION; SECTION A--A GUTTER JOINTS J SID. DWG 390 Q /� 3" MINIMUM _ a owr Patio r % 2 1/2' % 1/4' �. 3•_p ..�t- 42' I 3'-0'� i/2" PRE JOINT mow( �' s-1 EXPA FRAME: GRATE PER 41( s' �! � - r pEpna MOLE 1/2" PRE MOLDED 51D. DWG 400 �. 3 swu�somas ORIFICE SIZE �+ T - ORIFICE ELEVATION SPACER REQUIRED FOR 3/4a' � A FILLER (TVP.) \ CL 0 I- Ct POO ALIGN INVERT E. ORIFICE TO MULTIPLE ORIFICES LL / \ I \ i .: __a f ,. .ice INVERT OF PIPE. _i_ J I 1 BOTTOM FACE OF GUTTER N ;�� 3- 31/2 PLAN PLAN VIEW 0 Ar< STORM SEWER OUT .' ••� P. :✓\� \/�j SPLASH PAD 0 F- a �\�i\\ �\ , r ■ PLATE THICESS +1/4' C111) - PLATE AND •, �- .,f�� N \/��\� IF -, • TSI GUIDE (SEE �.' N. !' ANCHOR TO WALL WITH DRAWING N0. 730 .+� a-_ $ a' STAINLESS STEEL RISER 1 1/2" MIN. -� t FAGS OF _ Z A = -'' CLAMP OR 2' MIN. STAINLESS TOP O GUIDE E CURS en Q . • • - `it STEEL BAND AND STAINLESS -� 2'MIN. �f3" B OW GRATE PAVING • '7�I�s_ i=a' rn • i STEEL ANCHORS. MINIMUM OF VJ rte.._. 1/4- PER FT. SLOPE 7: % • `' t• �i 2 PLACES. / • 1 j mml OUTLET 70 % ' .....e...•-••• { r* 18- ,► 3" SWALE/PLANTER ANO 36 \ �:�s,� LL • . .�� o ( O ( O I o F 111 II II II II II 1111 II II II II II II II 11 II ! a�� - ENERGY ��,►• p M f ?• 10' MINIMUM t c,3_ DISSIPATOR/SPLASH PAD1,00X�� Lill i..4 1 6- frP.) ,------- B B o 1 1/2' IIMM f_>- Lo l'.. " '' I �\ Nola.L iSECTION B-B 36" ', - 0 co�a SECTION o \\ A o SECTION A-A PERSPECTIVE VIEW CLAMP DETAIL I NON-SNOUT SHOWING DEPRESSED TITLE A' SELF TAPPING CONCRETE 2•MIN. I F 2'MIN. ANCHORS, PHILLIPS 5-12 OR I 2 1/2'x 1/4' Sa EDGE FLAT BAR GUTTER AT CURB INLET # DATE DESCRIPTION APPROVED EQUALLv I , / T11P. GRATE BAR (17 EA.) XX �" X 1-}' STAINLESS STEEL •\ j/i) CNI BOLT. 0 ' / 0 31 1/4' u'i U Gi n ZORIFICE PLATE GUIDE SHALL FIT STOP 3�� 5 GATE AND INCLUDE BOTTOM CHANNEL - - - J NOTES: • DIA ORIFICE PLATE GUIDE. ROES: WEEPHOLES / 1. CONNECTING PIPE AND TEE SHALL BE 4', 6", OR $` AWWA • C-900 OR A5TM 3034 PVC,AND 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL ASTM A-36 STEEL. AND BE HOT-DIPPED ONE SIZE LARGER THAN THE ORIFICE OPENING. NOTE: 2 1/2' x 3/a' GALVANIZED AFTER FABRICATION. I:1 2. MAXIMUM ORIFICE OPENING SHALL BE 5' DIAMETER. 9Q" EDGE FLAT BAR 3' G 1D C. N Xl' SELF TAPPING CONCRETE FOR MULTIPLE ORIFICE APPLJCATION 2. INSTALL STRUCTURE ON MINIMUM OF 8' OF TO 0- COMPACTED BASE MATERIAL. 3. STRUCTURES SHALL CONFORM TO STANDARD DRAWING NO. 390 DITCH INLET. INSTALL' 3. STALL ENERGY DISSIPATER/SPLASH PAD AT OUTFALL OF STRUCTURE. 4. FRAME AND GRATE SHALL CONFORM TO STANDARD DRAWING NO. 400, DITCH INLET FRAME APPROVED EQUAL ANCHORS, PHII•,UPS 5-12 OR '` • A 3" MIN. SPACER IS REQUIRED AS PLAN )g' x 1-74" STAINLESS STEEL a; • SHOWN. SPACER TO MATCH PLATE GUIDE AND GRATE. DIMENSIONS, WIDTH, MATERIAL 5. PLATE AND GUIDE SHALL BE SECURED FLUSH AGAINST WALL OF STRUCTURE AS APPROVED. BOLT- �' WITH A WATER TIGHT SEAL. NOTES; 6. MAINTAINANCE ACCESS REQUIRED TO WITHIN 10' OF CENTER OF BOTH STRUCTURES. REVISIONS 3 7. FOR APPROVAL OF ALTERNATE STRUCTURES SEE SECTION 1.17. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL• MODIFIED CG-30 INLET LIDA o a WITH SUMP HANDBOOK CleanWater Services DITCH INLET REQ 0S-16 S DRAWING NO. 403 5LH KDC o OUTFLOW CONTROL ORIFICE PLATE DRAWN BY CHECKED BY C eanW � � CleanWWater Servs FRAME AND GRATE CleanWater Services PFI SUBMITTAL STRUCTURE AND GUIDE , Low impact Development Approaches Handbook o REVISED 11-O6 DRAWING NO. 730 REVISED 12-06 DRAWING NO. 400 REVISED 12-06 CXranNa6Lr STATUS DRAWING NO. 720 0 02/26/2018 a) DATE .a LI 17052 a PROJECT NUMBER E a r` N co 05 . 12 0 0 5 1 2 N om 2018 OTAK, INC If this drawing is not 22"x34",it has been aa_ reduced/enlarged Scale accordingly 0 Otak B OVERFLOW STRUCTURE INLET STRUCTURE L BEEHIVE GRATE 18" MIN DIAMETER DUCTILE 20" X 24" MIN DUCTILE- (SEE DETAIL BELOW) IRON BEEHIVE STYLE/DOME IRON FLAT GRATE, OR > a �'� }� tak Inc, y r YYYYYYYYF•% 1 WIRE ROPE y xat�tw X*7-.ta/ GRATE, OR APPROVED APPROVED EQUAL MANHOLE FRAME y W w y,v��,Y 808 SW Third Avenue, Ste. 30C (SEE NOTE 5) 3 J i A Portland, OR 97204 EQUAL [� (SEE DETAIL 60.0W) u F x SEE STD. DRAWING NO. 400 I SPECIFY RIM ELEVATION �p�.�/'//� � EPDXY MANHOLE FRAME W A A TDP OF DRAIN E'/►•:!/1111�IH►1\►\\\ • 825 • y;j1�. ' FOR FRAME AND GRATE BASIN ABOVE . .�,.. ?¢• TOP OF STORMWATER y W ~ s �1 § ; (Q3t�103ds sr) 5www.ota03. 287.k.00rr • TO STANDARD REINFORCED v y n ` t� III-' GRADE FOR �' 4v FACILITY TOPSOIL i CONCRETE PIPE, CLASS III w y PONOWG, PER �� DVS 0 XF t- ILL �h mi i� .0-.9 01 -0-,1 I IDESIGN !f/• fel , \ �C�.1,,:t; i4 REBAR U-BOLT 10" /'/ J tr b .., Ipn;` `� ��lV �'r .......;"7:7..--C:-.." (SEE NOTE 1) I `�" • � Q Pf1VF FLOW '� y \ a'.y0 18 r rnDI a y� , ��`G t NE n �0 'Ea. •..• * I • .r �� , r LI 'l y W = .'..'.'..•.`._.'.'.:.:.'.�hl,i/r/i/i/ \j <C' ` fi'r 4. • .4 y . y ,, +-� sl� ( (1 U 0 W F k nI \�:":`�,"• `� 91573PE ".. F �J�� Q ' w PRELIMINARY �, + f �J PERFORATED DRAIN PIPE '` • 2 i 'd'r i I.Jy W I` :� �.� ...� j,'• o ��. - ., r %Ilr . :- . r z O J °� U I iammoIWII II�` i • OREGON a 4 . + r ��:= 1 \ CONNECT TO OR INLET d " ° + > p u s x i i i i/' - �F,07 G\rO MANHOLE) SLOPE TO DRAIN 6 y ua a •/r 4, //i .; E4. • A4 z y z o wof : : Ii PLAN - . .Y „ + •. g..° . . . 1e .F.. o. /' i-o\-o s'►►�- r,I -,'N _ �_ 0 y I y =LI t .• ti IX 0 a a w T R 1 _ '�1'�{'>��u�{-3s 4*� �' a - • - !FIIII ` y y ; y + /'I O 3.000 PSl v TS �i �} .. , J 1 111 MAX 30' _ - ■ �' . I EXPIRES: 12/31/2019 y ��: COMMERCIAL GRADE / S r a x s x :'.• ei FINISH GRADEFLOW INVERT �. + # • • 1 pc''�, w w +��I � �. 5-1/a. /� CONCRETE Y� / r w W :1-: P �I r~n z a J: .•. STAMP+ 1O ♦.:'>x` y + ral.ti�w.�.y'F 1 l � •3 •' 3 4" ,n oQ q y oc o o N 7 / ur .• .. . - /... OW Gf ■ �-. y _ur,•� •' l >oll, o > > r a �Z , z z x L__- '- �'J vvr - _ _ �" RF\-,* > /J v 4N '4 • _ A J W y� d g z o �i a .•.,,,r• - • 2"MN. 2Ri MAXIMUM 0001�� 1 `0o CNw ► y �18-1/4•� Z' c� Si ao ' y c� z h ? II G a 1 ni �� ria urn n W g uZ # k Ca' • 6" FOR -{ t + + V •_ . .Y POURED IN :i 21" + w 4' . + / ` + r + y 20 3/B" AFF .,....,...,..,.......,4 •,,,,,,,,,,.. - :Jk�':•:•. : : z MA%. I . / „/.,',,,,,,',,% ' o DBG PROPERTIES - . ,.�- 5- wrnH �, I BEEHIVE GRATE 19 , 4. Y LLC 6 y �. REINFORCEMENT + • •:i'---:-: ' 4 1 1-17 3/4" > �.... . FOR PRE - " 4 4 ° 4• (03L1iO3d5 SV) .•: n •'4. 1 CAST ' ' Il +' * 4' DIAMETER CUT II 3/4" g 8 .0-,e 01 .0-.ti II "0-,£ `� •.i.:•.•• .•.• • yf z . 18" P +' a 1$"15UMP • OUTS. MIN 3 PER L- r ii I a . .�i :: :::::•:::::::%:::::::' 1 • y STRUCTURE. I =r -� °� ca 'i' i xararaa��i� I 18' MIN DIAMETER DRAIN SPLASH ROCK m�j Z a *'.' '.'.'.'.'.'.".'. ,, BASIN, NYLOPLAST OR t$" MIN DIAMETER DRAIN- AROUND 19 1/4' �P :- . ;- . :- .�.• :+- " 4v� ,•• y ,• APPROVED EQUAL. BASIN, NYLOPLAST OR STRUCTURE r i rr i r r, L ___ _. _ ..J ,. ,.� t - NON BUMPED APPROVED EQUAL. 38" 27 3/4" % .Z-`I`*.ri ```\\`\\\` -r MIN SUMP REQUIRED_ 6" -.4-24"-o- 6", � 6•,4-27 3/8- 6" r, » y �8 x4 REVERSIBLE MANHOLE FRAME .,.,t-,-,,,•,Yti, INN.F.=NN].x'a. - SECTION A-A SECTION B-B o �n 8,-, . . . . . . .. . .. . . : w CONSULTANT - z ae vi tV N J O C r�i1 Q- }Vy, NOTES: NOTES $ . Cp41 Z v CTl VI lam` o J 8� 1. SECURE GRATE IN PLACE WITH 54" OF WIRE ROPE. LOOP ENDS OF WIRE ROPE AROUND U-BOLT AND o° o }. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTW C-476. i� GRATE. CRIMP EACH END OF WIRE ROPE WITH 3" OVERLAP. a h 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL, NOTES 61 x 2. DRILL 2" DEEP HOLES INTO PIPE AND EPDXY K4 REBAR U-BOLT (2"X 4') IN HOLES. 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED MENen 3. GRATE TO BE CAST IRON, ASTM A48 CL30. WIRE MEETING ASTM A497 1. PLACE STRUCTURE ON 3/4" TO 0" BASE ROCK PLACED OVER NATIVE SUBGRADE. 4. SIZE INLET BASED ON CALCULATED FLOWS AND MANUFACTURERS RECOMMENDATIONS. W g x Ik 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND S. WIRE ROPE BETWEEN 1/$"-3/15• DIAMETER, STAMILESS STEEL, 7 STRANDS OF 19 WIRES. z a w SLUMP OF V TO 4". W i o iW 5. PRE-CAST STRUCTURE'S CONFORMING TO 0.D.0.T. TYPE G-2 CATCH BASIN DESIGN TH DITCH m 6 z 6" 6 *rrrrrrrrr4 • INLET TOP A E AN STANDARDS AS SHOWN ON DETAIL #40ACCEPTABLE 0A� ALL GRATE MATERIALS SHALL MEET C.W.S. OVERFLOW/INLET LIDA BEEHIVE INLET LIDA // /.... /r STRUCTURE HANDBOOK C1eanV�ate, Services HANDBOOK C1eanWaber Services DRAWING NO. 407 06-16 DRAWING NO. 405 05-16 CHAIN LINK FENCE DITCH INLET •r1___ Ser AND GATE QeanV ter Services Wler SerV1C+e.S Is+ �l .S� s Low Impact Development Approaches Handbook l nw•Ier se ices Low Impact Development Approaches Handbook %I DRAWING NO. 390 REVISED 05-07 DRAWING NO. 740 REVISED 12-06 C,) VJ I- VIES F' i ORB� ate[ Mw �.oPE' • I FREEBOAR6" D i COCONUT MATTING 1$" MIN. DIAMETER BEEHIVE STYLE SIDEWALK DRAINAGE „ �1�/1`�I�/,5,�••ci� • -•�•I';iI�:�/+j w NOTCH. 4' TYP. . + f', , , • .„,.. ., , •,,;01;+i r . *_4 4�_� ,"• w��'�' OVERFLOW TO- -3:1 H:V MAXIMUM SLOPE OVERFLOW PER DETAIL NO. 05 407 r • . • • 4 *10,...77.710")../... j•.- ,, \ • ( ) Lill e. I .• _ ( `' - . - - _•uhf' ,/.•�•.•/I� :�1/ / ❑ • //+ +=! CONVEYANCE. MAINTAIN • o t J. 4}�_�,�_t/,`.;,,. :`�1/• ;•'`�•��3s��/ /I' :'. '• .�i�#�s�'/+��,'•�. •///,/��r! KGs �// MAXIMUM IA,LL ti 4 E (I} I i, �,.' p"t r�i , ;, \:`' _ Wt , SEPARATION FROLL n, 4 4 F.b•' �� :it A' I + . IP . .•• '. • L .w . 12 DISSIPATION PAD +' ` 4 •.. TaiZ.%Vi%'•-�,'/ �".;0.:'�-Ii-li�li�a0`/� fir,-;•,i-ii/iii//`eA0./.�//�//r-.'I.�.%,�` STORM INFLOW TS `S /1 --•� *� +-1/2' - z-1/2' . A stC �i� (4-sPusH ROac/2' „aketia. A >f° � r-1i:i�1�I�� /��/�, • • •� •�,��:!=i i�s�1��1/i�I`/�1/�_! • #:��11`� �{1 Ay �' <- I SPLASH ROCK. 6" ✓ v `rte ) 044 ~ . i�• i_ i�� i �. :f + • !._ 1.1./.!./`/ �rI ! #1..1. i 7 � MINIMUM 1' Of 8" ' %J MIN. AROUND •' a +� a-r: �``//`��/�/�!,//�//�/��}1;• Iiiial��•�•�•�I�!��`f,I,�#/�eA• / 1-�1'� I+ ca - ``ra, PERFORATED DRAIN PIPE "L STRUCTURE_ TYP. - •.� •Illi •• I'//•Q•//✓1,0..•1//•A..-.••-"iii-4, • I�.G^ii;i;�✓1-//•�'//.nik• ,i� '=i�r�.1�1 �' Ilrr _ I: �� Y '�. I : •-:-:...;,�1i•/\i••,,,/,.f�: - ',��' .----=-,------ --s•`•i•�/" = -- \�• . u►11a� =u•= =L 1 w - ��► ( . • . . . . . m •- •• •=r.� ---e.iies(v��1..•c',A..A.,,1..•:n • .�,Ar,A.•. ..�• eia.t /j//1/11/`yy '•-•-•-• •-. 11 � _ul� t' MIN. • I , 4 • . • • • •• •. A ./11-0V.,,•7. i'e't1S1�/�:1 :.v�= _..£i�/�y!�.��-�•---l'.. �'1 \$•. -•? 1�_ T ,� II�YI>=�1 IF II'�' 011 J 4" DIAMETER CO - 4' DIAMETER CUT an . . . W . w . .,,, • . =,1,e��%, -•'••;; ��=e'/"";�. �V`��!'��<:V.:.....11,.‘//1/1iQ/1.1-/;/,•- /1� - ,---11.= � a. ��: - -EI-1 [lr I OUTS. MINIMUM 3' �i OUTS- MINIMUM 3 •� ! '' . • ■ +• • t ♦ • r ♦ i + f r:_.�'�'�'/f1��'►i' � '\/�� • ( I �! n�. •- t� � 1'-11=11F- - ! �y {{ -II -''a i L �1 ''i ` 18 M1N GROWING MEDIUM 06 CUT OUTS PER INLET .-' -• CUT OUTS PER INLET 4 ` ti,.. '` r • • • . " " "•„\.44•\ • 1�1- -I , , - 1 -I 1f-7I If-T#��Ifs t I _ • STRUCTURE TYP. •• �I= • STRUCTURE TYP, ' ' • . f • `r - '"If I .:..+ l 1.�L I=IIS I I -j_'.` Z �W , . . _ . S• + . . . . » . . , • d . . , . + * * . * .. i . . PLAN VIEW -'1 =I 71711 =,�I.�..i 1p:[t �T �1• '1/.3". -'•••••'--,••• a ,J { •• r Y --�I I II ---1- DEEP (3/4' - 1/4") O �3 •, s *•• ,. + • a i- - = CLEAN CRUSHED DRAIN ROCK /rS -o a. •I .a: . •Y -1.•••-•e:/// MODIFIED CG-3o.,• ', - ADE Bo O CR TRE]ICFIOW SPREADER � ' -er 9' DEEP (1-1/2" - 3/1") W s. z B . � � �j •- v CLEAN CRUSHED DRAIN ROCK O o TRAPPED CATCH BASIN. SEE DETAIL 403 FLOW Y Oct NYLOPLAST OR APPROVED - CHECK DAM, AS ( LAP SPLICE /3 REBAR. TRENCFh12� CRUSHED i <4I� ›.-. ZEPr� EQUAL. 18" MIN. NECESSARY (SEE NOTE 3) 12"THICKENED MINIMUM 12" OVERLAP ROCK OR GRAVEL A SEE DETAIL 407 C CURB SEE NOTE 2 6" MIN CHECK DAM �•5 4SMOOTH CONVEYANCE OVERFLOW TO _ SEE DETAIL ON I N WO� OEOTEKOLE ROC( 23-3. DEEP AT 10' NATIVE O Q 4" EXPOSED MIN. ( SI•IT.C5.00 2"MIN , NON-WOVEN GEOTExriLE 3D' MIN s r> INTERVALS. 9JOPES N EXCESS OF SUBGRADE ) SEE 12"THICKENED ' TREATMENT AREA 0 I- -0 -Rs SIDEWALK DRAINAGE • 1�♦ ROI DENSITY JUTE OR 21 4f OURS DETAIL ON • • r ) - - ' 6"THICK HJT MATT FILTER FABRIC Z SHEET C5.00 NkI',�� •- :•- T-24-(IC,WrSTO.90 DEG HOOK, i A ,/ ;f_ 3- MIN ' a} JI if,: 11) Q ]8" MAX �s" MI � W'� • E END 12'INTO SIDEWALK + s� • " +, •�_ •r I r C:1 r n Q ,. a VARIEE/5,11 4" MIN POND DEPTH WITH 2" COMPOST MULCH + P -0 .• �. w��j� �II✓I�F. `t 1 a , V (/) ..� �' 1 '. . •�:• ',- - �� 11.E e1LL111 1SW-.' •'1 11 IIS:� `� I .,a a�• r a . I� 7'. -- '77.- ll r 1$" M]N- GROWING MEDIUM - •.,• • • •.� ��lj�f�� r �� 4� 1 °2S �i _ .' a' MIN I �1r, I \ B" /\ r• my rr�l -3- DEEP (3/4' - 1/4") CLEAN CRUSHED ... .. . . ,. , - 'r• '��II.11 1 �r�•WIMG '� �`� L r �' // ��_-_ z �l 1 ' `� -.„:"-;-•R',:•.‘"' .w .w. ...-•'' ''..-;.-•.4..R.,"-Y DRAY) ROCK F a l �" 1'1'1' -...-'.9r.,, • ♦ t V O c,,,,, . aft:- .i, `ll`�1� • • .'��f lhlhlle 1/ / / , LIU---L-------:---- r -1� • DRAIN ROCK-1/2' - 3/4') CLEAN CRUSHED �•� A5�� J� •• ' �6" MINIMALLY �z��=r^ Lll.i(1 I ��`�,`��/` 19r•'GIIOME1�R1 LAYER ``/,`/``/•`1•`,/•``/``/ /`1� } O � �� / 111 / // / / // / /.• ,� ' , •� a4' �DISTURBED •�1-f-I '_;;• . ��t .`.�� .��.�.4.�� .�. �� L� PERFORATED DRAIN PIPE. 8" TYP. SEE NOTE 7 �� NANATIVE SOIL SHELF '....�t:� • R` 1•!✓0 /414. •// ,•//•Q•/4/A. 1•/%Q!//• .44/44-//•///•/1•//•////•//•//•�•�-// - F- / //4s./ � / �•�=_r• �'�': - ••!.#1,71/./00 ��0� . 0��1�OOt 00400 ��Op�� U u? {� SECTION A-A ♦`a�/�� R .� ��.: RAIQ:&40• .•A,0447/%lc.)„.4,.x//..//./1.//.//././/.1/•1/•//•//•/%1/•1/./✓....-0 ATTACHED UNFR, SEE NOTE 6. l�/,`' . s 6 i �. IOU^DRAIN �•.�*N- . 1 �•� �, \"•� / ��yti/° � ` • '- swi�i sr-•- -OC}( `` ��I.I�I-.`A.I. NOTES EOTEXTIL r �f _- .),N. �l�� • - �1 yiie.il si wvi,� v'��I�I,. `fA.40 Ike° H01f5 8' •ON WEEP ' o• I ti PROFILE VIEW TITLE 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED .NI/�IjCENNOTES: FACILITY AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. \'y N "• f � '� � ,• ER SP CING. GEOTEXT1LE r NOTES: # DATE DESCRIPTION rh 2. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW <',:.,,. 'yA+> sEE 1. Pl1BLIC WATER QUALITY AND/OR QUANTITY SYSTEM XX I «- TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. 3' MIN TREATMENT AREA • 30 MIL LINER ION B-B 2. PROVIDE OVERFLOW CONVEYANCE SYSTEM. OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6" MAXIMUM v 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN I INCH, CHECK DAMS SHALL BE PLACED 1. COLLECTION AND CONVEYANCE OF OVERFLOW FROM FILTER STRIP SHALL BE SPECIFIED ON PLANS TO PONDING, PIPING TO A MINIMUM OF THE PLUMBING CODE OR CONVEY THE 25 YEAR STORM. ACCORDING TO INDIVIDUAL PROJECT PLANS PER DETAIL 406. PROVIDE 2" MIN FREEBOARD_ SECTION A-A APPROVED PUBLIC CONVEYANCE SYSTEM. 3. IF USING THE NATIVE SOIL INFILTRATION FOR SIZING, THE RATE SHALL BE DETERMINED BY ASTM Ws 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDEN1IFLED ON PROJECT PLANS. 2. GROWING MEDIUM SHALL BE USED TO AMEND THE TOP 18" OF THE FILTER STRIP. STANDARD TESTING METHODS. Z 5. SIDEWALK CURB NOTCH: 1' LOWER THAN SIDEWALK, SLOPED TO FACIUTY. SIDEWALK DRAINAGE NOTCHESNoma 3. FACILITY SHALL BE A MINIMUM OF 5' WIDE, MEASURED IN THE DIRECTION OF FLOW. 4. FLOW DISSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW DISSIPATORS SHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. 6. 4. ENTIRE FILTER STRIP MUST HAVE 100% COVERAGE BY APPROVED, NATIVE GRASSES, WILDFLOWER BLENDS, ENTRY OF THE FACILITY. r 30 MIL IMPERMEABLE LINER OR APPROVED EQUAL SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS PER 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER. TOP OF WEEP HOLE TO BE GROUND COVERS, OR ANY COMBINATION THEREOF, 3 ROAD AUTHORITY OR AGENCY. SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER, ON LOWEST SIDE OF CHECK DAM- 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 18" MINIMUM OF o� 7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2" A90VE SUBGRADE. 2. MINIMUM 3' REBAR EMBEDMENT FOR CURB AND PLANTER WALL 5. A GRADE BOARD,SPREADER, OR SAND/GRAVEL TRENCH MAY BE REQUIRED TO DISPERSE THE RUNOFF GROWING MEDIUM OR BASE STABILIZATION METHOD AS APPROVED BY THE DISTRICT. PERFORATED PIPE IN LINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT BASE OF DRAIN ROCK LAYER EVENLY ACROSS THE FILTER STRIP TO PREVENT POINT of DISCHARGE CHANNELIZATION. THE TOP OF THE 6. VEGETATION TO BE USED (N WET AREAS OF THE BASIN 15 PER APPENDIX "A" OF Rdcp 07-20 FOR in 8. HYDRANTS, UTILITY POLES, OR ANY UTILITY BOXES PLACED WITHIN PLANTER MUST BE APPROVED BY 3. CHECK DAM SPACING SHALL PROVIDE A MINIMUM OF 2' FREEBOARD, AND AN IB' LEVEL SPREADER MUST BE HORIZONTAL AND AT AN APPROPRIATE HEIGHT TO PROVIDE N EETVOLTHE WET MOISTURE USED S ch JURISDICT}ON IN WRITING. MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. DIRECTLY TO THE SOIL WITHOUT SCOUR. LEVEL SPREADERS SHALL NOT HOLD A PERMANENT VOLUME OF 7. VEGETATION TO BE USED IN OTHER AREAS OF BASIN CONFORMS TO PLANT UST OF THIS HANDBOOK 0 9. ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. RUNOFF. SPREADERS MAY BE CONCRETE PER CWS DETAIL X1750. TRENCHES USED AS LEVEL SPREADERS AS APPROVED BY DISTRICT- 10. ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. CAN BE FILLED WITH WASHED CRUSHED ROCK, PEA GRAVEL OR SAND. On 0 6. CHECK DAMS SHALL BE PLACED ACCORDING TO FACILITY DESIGN OTHERWISE: A. EQUAL TO THE WIDTH OF THE FILTER REVISIONS 3 STREET SIDE LIDA LPDA CONCRETE CHECK DAM LIDA B. PLACED EVERY 10' WHERE SLOPE EXCEEDS 5%, 2.5" TO 3" DEEP. NON--STRUCTURAL LIDA 0 PLANTER WITHOUT PLANTER/RAIN GARDEN STREET PARKING HANDBOOK Cean'W�cr Services HANDBOOK CleanWat r Sernces HANDBOOK aeanWabei Services o DRAWING NO. 795.1 04-16 VEGETATED FILTER STRIPREVISED 05 16 SLH KDC o REVISED 04-16 DRAWING NO. 406 DRAWING NO. 797 a U W DRAN BY CHECKED BY CRi y HANDBOOK CleanWater Services 122N. Low Impact Development Approaches Handbook C]rarzN51� 132 Low Impact Development Approaches Handbook c -.r':�+.a�,`� s•r�', , DRAWING NO. 796 REVISED 05-16 Clan etere R"Ser itts Low Impact Development Approaches Handbook PFI SUBMITTAL o STATUS 0 0 02/26/2018 IS- 0 DATE -o a` Li 17052 E PROJECT NUMBER a ` NI L•6 co O N O - 0 5 • 1 3M m ©2018 OTAK, INC. -o a) o If this drawing is not 22"x 34",it has been a reducedlenlarged.Scale accordingly, ,. ota . i „ ..,A ► __. __, 6- Otak, Inc. / / • , 808 SW Third Avenue, Ste. 300 Tc-=G-4' STAGEfLUME STORAGE BILL OF MATERIALS Portland, OR 97204 VOLGUTTER ENERGY DISSIPATER DRAIN REVISIONS ME HEIGHT(FT) (CF) (AC-FT) TYKE QUANTITY HEIGHT 503. 287 6825 ROCK REVISION DATE REV BY DESCRPTIQNOFREVISION U 0 0.000 Al 19 4' www.otak.com •• 6" 2.18018 MT UPDATED SYSTEM LAYOUT 1 6293 0.145 A2 1 4' U.S3.1490.072 �� PROFFf 1$" A II \ �. 1"5 9,641 0221 A3 1 4' �'5C"‘ ' GINE `�O 2 12�424 0.297 B 23 4' \\N � -lull� STORMCAPTIIRE N0D41LES BY OLDCASTI.E PRECAST NC. 5 16 .#' 7 D.373 lit 1 4' �' .91573PE� -- r $30" HANNAY ACCESS WITH DRILLED IN STEPS LADDER INSIDE DIMENSIONS: 7' W x 15' L x 4' H. SYSTEM INVERT: 179_$1 _ 3 19.282 0.443 C 5 4' '! �f�/ s,i:2 k s' `� = 9.5 22.327 0.513 C PRELIMINARY ° ft,aw Rel: f$6.b0'. 1 1 4` 4 25,372 0,582 OREGON STREET TAPERED TC=G-2" *1�� •16' OPENING FOR •12` PVC, ( 1 4' ,s�A �co i' __� � �� ` OUTLET INVERT: 179.81', D 2 4' 1- T 1 3, �r' ��c' STREET —' . `// SPLASH PAD nit' 18`RELIEFI ' F 21 4' • I 1e16' OPENING FOR I12 PVC, 47 rimP 6 F1 B B B B B B B B B C NIT INVERT: 182.53. $Q° DEPRESSED GUTTER 2" — f • • • • • « " • • ' • • 11 • • • • • • • • • it • r TOTALS I EXPIRES: 12/31/2019 I ll I .. aI iri 11v 6 AT OPENING . ... - . • . �E—• - • •-1(—. • • •• •• • • • • 'I • – «— � -. . . « • • ♦, .� . . . � ej 4'BABE 5$ #30` MAMMY ACCESS STAMP . l D A B • Al A A A A ►� B B C RIM: 197.96'. - METAL INLET ASSEMBLY - N • • JI__`.- 4 • • .' ` _' • • • • • • fL' `JL. ' 'JL` �f - 1. t�. ' L CURB A REQUIRED ON HIGH TRAFf7C « « ii • _ ll • • • f • umik • . « «-11-. •"lf . "1 f . - u >�r 1 STREETS C1 B B F D A A A • A2 A A A B C2 •' 1 � �1 1 " �� • • " . • • . . • « « ' _ _ 'JL' - -JL- - - !_II__! '-JL_' i f/� - 8 12 ......r - — — - — -J 1- - - 'MEN • -:- -�L L — — - _ _ DBG PROPERTIES ..,, .�^. _-- ter-. .1E. .7�_ --II-. .�r. •,r_ ...L: . LLC / ISOMETRIC CURB AUT-AUT - _ � C r�r B • B B B B A A A A • A3 C- - -- - - - - - - ' ' - - - _ -JL' �JL� - �L :=11__F: _� . N.T.S. - 01 0" OPENING FOR FIs` PVC, .�r. .��, .�r. - - � - . ., . PLAN CURB CUT-OUT IM.lrT INVERT: 181.88' L _c_ . B B B 61 F 130' MANIMAY ACCESS 030" MAMMY ACCESS IrI . T. S. R=3/4" RIM: 192.28'. RiM: 196.10'. / (g GUTTER {G) FILTER FABRIC. EXTENDING TO I"4"2" w10" OPENING fOR 08' PVC, LMiv , CONSULTANT -TREATMENT/PONDING AREA INLET INVERT: 182186'. STREET 272'--e(INCLUDES A" GAP PER SECTION) 1' 6" ` 6 3 1 TAPERED RELIEF TC-'G-2" Stormwater I.� 2' 6"—. AT CURB FACE SECTION A— A 3/4' - 0 DRAIN ROCK TC=G-4'" DESIGN NOTES: PLAN VIEW 3" DEEP TYPICAL 1. DESIGN LOADINGS: SCALE: 1124"x 1'-0' AL AASHTO HS-20-44 WI IMPACT - PRELIMINARY - B. DEPTH OF COVER=6"-14'-0"(120 PCF ASSUMED) NOT FOR CONSTRUCTION NOTES: ' C. ASSUMED WATER TABLE=185.00'. 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTY D. DRY LATERAL EARTH PRESSURE(EFP)=45 PCF. North ROADS - USE MODIFIED CC-30 SEE DETAIL 403, FOR INLET STRUCTURE, E. LATERAL LIVE LOAD SURCHARGE=B0 PSF(APPLIED TO 8'BELOW GRADE). OldeastiePrecast. 2. INFLOW STRUCTURE - CURB CUTOUT SHALL HAVE MINIMUM 2" DROP AT THE FLOW LINE LEADING TO THE F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS,WALL PIERS,OR FOUNDATIONS. SPLASH PAD, SEE DETAIL 3. ENERGY DISSIPATER DRAIN ROCK: ROCK SIZE 4-1/2" - 2-1/2" OR SIZED BY DESIGN INFLOW PLACE 2, CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI mil 5ouFhpeA..Piste.9uelo2001I.iPMKON_COI0a1 3, STEEL REINFORCEMENT:REBAR,ASTM A-615 OR A-706,GRADE 60. FE soo.striOFlt I CASTLE smrmr.w corn ROCK 6- DEEP BEHIND SPLASH PAD. " °°ar '"f` Itrr°`a°c�sr`E°ftc'sT,"w.ITtra'Fi°El`"'` 4. CURB PROFILE PER LOCAL JURISDICTION. 4. MESH REINFORCEMENT:ASTM A-1064,S1.2,GRADE 80. 'WATT)F00 FIEFERE14CE PUR.P031.0 OitY.AFFO 511AJAOTagM€> N we Nikove otJuppous 5. ENSURE THAT DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE.. 5. CEMENT:ASTM GNOTES TO REVIEWING ENGINEER: TOr *MEM OF.CRIVKLIT1KTEM' WasaoNOFaIXc l casr NC 150 SPECIFICATION. e°'y'T'xWTMit OLIXASTLIP P.ire AuwT'1rts` NEO 6. STORMCAPTURE MODULE TYPE=DETENTION, 1_ THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT 7. REQUIRED BASE LAYER DEPTH=2'SAND BEDDING LAYER. REQUIREMENTS(I.E.LIVE LOAD AND FILL RANGE). IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE IMMEDIATELY FOR STORMCAPTURE Cli) 8. REQUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE=2.500 PSF. REDESIGN AND RE-PRICING, SC1 Detention System Cr) CURB CUT OUT L I d A 9, REFERENCE STANDARDS: 2. REVIEWING ENGINEER TO CONFIRM ALL PIPE PENETRATION LOCATIONS,SIZES,AND INVERTS. Customer ` A ASTM C 890 3, REVIEWING ENGINEER TO CONFIRM ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS. Otak H A N DB Join B Q OK Ceanar Serv><ces 4. UNLESS OTHERWISE NOTED.ALL PIPE SUPPLIED AND INSTALLED BY OTHERS. Z B. ASTM C 691 5. THIS SYSTEM IS DESIGNED FOR A GROUNDWATER TABLE BELOW SYSTEM INVERT.REVIEWING ENGINEER TO VERIFY THAT THE Fields Property-Tigard, OR DRAWING NO. 401 REVISED 05-18 C. ASTM C913 �>� saes Town R 5pa_50W(PIIIII 10, CONSTRUCTION EQUIPMENT EXCEEDING DESIGN LOADING SHALL NOT BE ALLOWED ON DESIGN GROUNDWATER TABLE IS BELOW INVERT OF PRECAST.IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE 218 MT I - - R CUSTOMIMMEDIATELY FOR REDESIGN AND REVISED PRICING_ �,,,,� R , ,ICK„ st+rr U3 W STRUCTURE.ANY DESIGN CONSTRAINT DIFFERENT FROM ABOVE REQUIRES 6, THIS SYSTEM IS DESIGNED WITH A CONTAINMENT MEMBRANE LINER. IF A LINER IS NOT NEEDED PLEASE CONTACT OLDCASTLE TO 1 1 OF 2 2J 0 STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE AND REVISED PRICING. SCDD-0$15-1 DT aAS� c�ral,� �` ;ns Low Impact Develaprnent Apl'Oaches Handbook 127 PROVIDE THIS OPTION IN THE FINAL DESIGN. 2116116 Q li H LLJ Q rele ❑ ❑ a z Cl. W D UJ Of o < U) •30" HS-20 RATED MAMMY ACCESS WITH DIALLED IN STEPS/LADDER CI 0 cl WRAF GEOTEX1LE FABRIC/LINER COMBINATICON PAVING/OVERBURDEN, BY CONTRACTOR, AND RISERS/GRADE RINGS AS REQUIRED TO GRADE 1' MINIMUM OVER TOP OF SYSTEM- SEE DESIGN NOTE 10. J LL °6 STORMCAPTURE MODULES BY QLDCASTLE PRECAST, INC. LL .i" VENT HOLE ONE SIDE OW. wo e * ♦ 1 ♦ ♦ 11 e441 +► 1S1 ♦ 411 4111 ♦ 1111111 ♦ ♦ ♦ / 1S ♦ / S -' ��-�� . Rim! "� 1 I_ O #S♦S♦*♦ ♦ SA ♦ ♦S♦S♦ N'SS VS♦ A 5cn�1� 1'1#VSj1�1,%j%,PS'ijS VS j1t S'Sji$ SjS#iiij1,1#101#S % Si I I S �#4i4#ik 4j$0 ♦4♦ i%i%i%1% %•%♦% 6 U1 I TITLE ♦ ♦� �♦11 �� 1111111r1�41 �t1I1♦St11I1 �fi'�SS�SI14`� �`1I� 1�'� %� �� 1 I� ..=-- I �111 � ' 11�11♦Sj1 �1 - PRELIMINARY ►�s� af � s � 1 �� „ � � s ` � -' N ` l ` `�� s � i ��#� * + SrS ♦ , lk ` � A r �� EL- 184.42' NOT FOR CONSTRUCTION # DATE DESCRIPTION i I , �C 1 ! n�' 183.81' xx E —I I f I I _ HkH 111=1 I I ! I I = l I I I� Precast T�,I I I I I _ _ ›-. I ! 7y2!$ It'p Plans Sulo 2901 Li1Mi0n.CO 10612') li Ow we MACS]o1d�tN�grn*o+ptrma� ;416QocL,QT6TME IACPEIITY c =tau AmC&r.I+IC IT i COlP0Eht e I —� I•— suarrukfrRRE M-WIMIn Mit MO POLL 1EMI is'MYNlhrMARblt 4 :111=111 r -1 r 1- -I r , r -, 1 I I ,�r TA TIE II�E 'STS OF.OR Y/�TIIdJf 71f 11RTFF,it°EiWA894!OF CI7)C,19'iLE 1+i�rJ+ST RC U I 1=----I I 1 1 I I I I I .7.---- I I etmintre OQ/t1 Ot.COSTLE PRECAST,ft ALL WC+Rs MINED �” 111=111=A I I I I I I I I I ---iii=-1113 STORMCAPTURE N_ L J L J I L J L J I I SC1 Detention System aII II - 1=1 — Oyer REVISIONS -1 I 1-17-1 II �.. .� i0 I —! I I-. I f - lliak g L ," J — 71 la 179 1` Fields Property-Tiga>d,ORsLH KDc I EL 179.23' ram D 'M ew F, luelfa11019 I I— I 1 T. .; Z2<4$ (yIT DRAWN BY CHECKED BY r� - .. - .-�. ''�. •.� - s• -•". - _ '- _ - - •. - ? � - "� - (67. OAkiI haltk RI_Vs9lon Rd. A• • STEPS INSIDE VAULT r4' TFI7�IADIICT, TYPICAL SCDD-0815-1—SC1 DT ,cTL 2 OF 2 PFI SUBMITTAL 21111$ STATUS o COMPACTED FILL 1 INSTAL Ftf BY OLCJCJI.,�"I1.E 17 SEE INSTM..AT1O N GUIDE, 02/26/2018DATE BY OTHERS, NOTE: a TERNADUCT INSERTS TO BE KNOCKED OUT AT 17052 CONTRACTOR TO ENSURE ADEQUATE BEARING LOCATIONS ONLY DRIERS). SURFACE PROVIDED IN PROJECT NUMBER r---Q_ GEOTEXT>I,E FABRIC/LINER COMBINATION, ACCORDANCE MATH PROJECT SPECIFICATIONS. cri SEE INSTALLATION GUIDE, 2" SAND BEDDING LAYER IS REQUIRED. SEE DESIGN NOTES 7 & 8, TYPICAL ELEVATION 5 SCALE:318"= 1'-0- rsi0 C 5 • 1 4 M c,,,, ©2018 OTAK, INC. If this drawing is not 22"x 34",it has been reduced/enlarged.Scale accordingly. a REVISIONS REVISION DATE REV BY DESCI9rTioNOFREVISION STAGE-STORAGE BILL OF MATERIALS Otak 1 2tot18 MIT UPDATED SYS'TEMLAYOUT- STAGE VOLUMEVOLUMETYPE QUANTITY HEIGHT (g) (CF) (Imo}) 6 0 0.000 A S 6' 0,5 1,462 0.034 8 9 6' 1 2p230.067 61 1 6' Otak, Inc. 1.5 4,451 0.142 82 1 6' 2 5F8 0.137 0 2 6' 808 SW Third Avenue, Ste. 300 2.5 7U 0.172 D 1 6' Portland, OR 97204 611 R_3/411 3 9033 0.207 F 2 6' 503. 287. 6825 3.R=3/4" 45 10,561 0.242 12086 0278 E 1 6 www.otak Corr ~ 4,5 13.616 0,313 GI 1 6' 5 15,033 0.34516,451 3 6' fi �� P>��jr�f 5,5 H 6 17.868 0.410aGyNEF� Q� K TOTALS6 BASE 'z 91573PE TOP SLAB 227 PRELIMINARY 3" DRAINAGE NOTCH 10' O.C. ate•MA1JtMAYACCESS 2 3,<c"„z, bN N� co SIDEWALK SCORING STORM RARE MODULES BY ° LE CAST INC. 0,6. OPENING FOR 012- P1 • INSIDE DIMENSIONS: 7' W x 1S' L x 6' H, SYSTEM IIVtPTKIT INVERT: 161 933.: 179.72'. '. VOLUME 17,866 CUBIC FEET D. CNA\- SIDEWALK,-,77' . r 3'-0' J EXPIRES: 12/31/2019 I_ STAMP * + -- r.....; w i . r .>-� u CD CO 11 els• OPENNQ FOR *12• PVC, 1 4 C'1 • 1 DBG PROPERTIES 3 MIN, INLET INVERT: 183.28. i I STORM WATER /� /� �� 1 H 1 ' PLANTER \�\�\ \� 03o' MANNAYACCESS - - - - - - � - - - � � - �. - � � - - - - - - - - - - - / 4 ♦ • • • # # ♦ • • • • # a Wrt „ \ �\ �\ , R' ' 195.05'. I F 1 B B B2 I B 1 B D I ;� lraag:.r ` ' • • • I. - • • • '- • O. • 4. • •./411 • V1 I - l•3� . . = � . . - l3� -=7BEI- MIC =MID - MO= =J� - Com . s z = I i CONSULTANT #4 REBAR 241I O.C. • • ` • w • I D A A A A I A r D1 L (3) #4 CONT. USE 18" LAP SPLICE nn .� :" - - - - IL• - - - . - - - ' - r: " - ' : - ! • • _ - _ � - _ 4 _ - _ _ ê Stormwater 14 I E1 K K K B B B1 B B B F 1 I 1 1 t t Al D" OPENING FOR CS- PVC. 030- MANWAY ACCESS WITH DRILLED IN STEPS/LADDER NOTE: RIM- 189.22'. PROVIDE A 3/4" REVEAL (DUMMY JOINT) ON SIDES AND : 176'-2 •{INCLUDES r,• GAP PER SECTION) - 016. OPENING FOR 012' PVC. INVERT: 179.72'. TOP AT 10'-0" O.C. AND PROVIDE A 1 /2" EXPANSION JOINT AT 100 -0 O.C. PER ODOT STANDARD DESIGN NOTES: PLAN VIEW 1. DESIGN LOADINGS: A. AASHTO HS-20-44 Wi IMPACT SCALE: 1116'=t-0" 8 a- 8 DEPTH OF COVER=6'-10'-0"(120 PCF ASSUMED). C. ASSUMED WATER TABLE= 185:00'. CO D. DRY LATERAL EARTH PRESSURE(EFP)=45 PCF. South V n J E. LATERAL LIVE LOAD SURCHARGE=80 PSF(APPLIED TO 8'BELOW GRADE). Precast* J F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS,WALL PIERS,OR FOUNDATIONS. Oldcastie 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI. 7n2i 9ntrtNodtikPtr_ sett,VW I LIIrw CO t 18126 Z Q TYPICAL LIDA CURB DETAIL 3. STEEL REINFORCEMENT:REBAR,ASTM 4-615 OR A-706.GRADE 60. �' ; `.4 odilislorrirdidaucam TM660QI5[1 X57M wpm CI%1 akk LEs'I�dAT.WC.R tS trivRC�IriHL W I- 4. MESH REINFORCEMENT:ASTM A 1064,S1.2,GRADE 80. DUSA+�rlarMI r RAIZ S0141Y.uu cLSOT Et *re,A4v44.mta NOTES TO REVIEWING ENGINEER: sSCf.1l >IEP OF tg ,OC SCALE C5 . 5 5. CEMENT:ASTM 0-150 SPECIFICATION I�r16G4?0{mI ( A&RE #C ALLRld4�RE�EA, u) W`J1_ THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED.PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT J 0 8. STORMCAPTURE MODULI TYPE=DETENTION. REQUIREMENTS(I.E.LIVE LOAD AND FILL RANGE).IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE IMMEDIATELY FOR STORMCAPTURE 0 2 7. REQUIRED BASE LAYER DEPTH=2"SAND BEDDING LAYER. REDESIGN AND RE-PRICING. B. REQUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE=2,500 PSF. SC1 Detention System H 2. REVIEWING ENGINEER TO CONFIRM ALL PIPE PENETRATION LOCATIONS,SIZES,AND INVERTS. �ming;� W Q 9. REFERENCE STANDARDS: 3, REVIEWING ENGINEER TO CONFIRM ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS. 0 Ce 0 A. ASTM C 890 utak 4. UNLESS OTHERWISE NOTED,ALL PIPE SUPPLIED AND INSTALLED BY OTHERS. ,a Name. B. ASTM C 891 5. THIS SYSTEM IS DESIGNED FORA GROUNDWATER TABLE BELOW SYSTEM INVERT.REVIEWING ENGINEER TO VERIFY THAT THE ield5 Property-Tigard, OR f- J 10. CONSTRUCTION EQUIPMENT EXCEEDING DESIGN LOADING SHALL NOT BE ALLOWED ON DESIGN GROUNDWATER TABLE IS BELOW INVERT OF PRECAST.C. ASTM C 913 IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE WE :JrCi11E#R .„,,® .....znEx O J STRUCTURE.ANY DESIGN CONSTRAINT DIFFERENT FROM ABOVE REQUIRES CUSTOM IMMEDIATELY FOR REDESIGN AND REVISED PRICING. 2'>s<+18 T I 6. THIS SYSTEM IS DESIGNED WITH A CONTAINMENT MEMBRANE LINER. IF A LINER IS NOT NEEDED PLEASE CONTACT OLDCASTLE TO '� "'�"" '� Om O 1-= LL` STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE AND REVISED PRICING, SCDD-0816-1SC1_DT 1t,. ,,� 1 of 2 WD W PROVIDE THIS OPTION IN THE FINAL DESIGN. I Mona < 12 >- O WRAP GEOTEo � Q -- KTILE FABRIC/UNER COIti61NATION 030" HS-20 RATED MIANWAY ACCESS WrIH GRILLED IN STEPS/LADDER Cl) Z 1' MINIMUM OVER TOP o SYSTEM. Q PAVING/OVERBURDEN, BY CONTRACTOR, AND RISERS/GRADE Rtl1GS AS REO- TO GRADE. SEE DESIGN NOTE 10_ 0 (n STORMCAPTURE MODULES BY OLOCASTLE PRECAST, INC. 2 01' VENT HOLE ONE SIDE ONLY. J IL: f: RIMA: )96.3 )&.Xi Li O ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ f+ ♦•♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ m444444444444444444444strr- ♦ ♦ ♦ ♦ � r--,rte ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ' ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 186.83 ABNIUIMA O ♦ ♦♦♦♦♦♦♦,♦ ♦e♦ ♦*r► 4 ♦ ♦ ♦ 4 ♦ ♦ ♦44;♦ ♦ 44 ♦♦♦ ♦y♦ ♦ ♦4i4s�r r _ - 1` ♦ ♦444 ♦ 4 ♦i♦�♦444 ♦ 4 I - >- O 1- s�iii♦i♦i�45vsi is#1 i i V VVV i�i�i� VVris1♦i ssVi#♦ si♦,�i♦ss V ssis1♦is#sis -- iii*, iii 4.4„, 4 4 4 4 4 4.4♦i+ ,0� LL ; C� i♦v♦ ♦ ♦ vs 1.o♦j♦ ♦r♦ ♦ ♦e♦ vvev♦�sievio♦j♦ vvvij♦i♦ ♦ ♦j♦esevik ♦ ♦♦s♦e♦ ♦soot♦ ►v♦�♦�♦j♦�♦♦♦♦♦♦♦e♦♦♦♦♦♦♦�♦ . 1 444+-$444$444444444%44444 s' 414tHoaru>rR#♦#♦ ♦�S#V ♦ ♦#% ii♦i♦i♦i♦i%i♦i♦i♦i♦i♦i♦i♦iVVV•iii♦i♦♦♦♦♦♦♦�♦s♦i♦�♦ S#VVV♦"♦�♦#SeVS4 ♦�S#VVS#♦#♦♦♦i •VVV♦I♦� ♦ ♦!♦I♦ ♦I♦I♦1♦#♦I♦I♦I4I♦I♦I♦ISI♦I♦11l♦I♦I�1��♦ ♦ ♦I♦tili,s,s#VVies#S#V��VVVV••Vis I I 4444-4044444444444 TITHE IP i ♦ . • • ♦ ♦ ♦ ♦ ♦ ♦ ♦,♦'♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 41 ♦ ♦ ♦ ♦ ♦� ♦ , - & c EL 166.33' { I I "_ I 7--111-71 „-1117-, 7Y" # DATE DESCRIPTION 1Ha � I- o -I i� � 1, 41 11f11E>r ,x_72' __III z I I I ! �_ _1 I 1--___7„14_ I I 1=1 I r r 1 I- - -1 r r I l I fflU1:- II II PRELIMINARY =Ijfiui]fit, - - 1 6'-0" NOT FOR CONSTRUCTION 111 c� � I I REVISIONS .1111 11= I I I - X111-�-I f 1= 1 ClId Precast* U I11=1 1 I 1 ! I 1 _� =5.Z,$OuGvet�PYs&3ullr,2QQ I L �{OG1 �_ ili'lli= L J L J L J L I1=1 11 Poo09.msfalalciaral rtarm airzrimr SLH KDC nt> r�,te-�1NG��+rGrsittge�Cs�i.RtC.aECArmoEx DRAWN BY CHECKED BY ) 1 I-1 I 91i64FrELf RiftlIVICE/0110110ILY.MOSMLLLNOT EEDOW N?WY*I(NADA o L L- -L -I•- 0 J --. 1 1J 179.72' ce�nmeowwCt.:calliMe aim-four Re * ,T�tTSo ima�+tsns�ecan.Rc PFI SUBMITTAL g :III- 1= lHIlf 7' STORMCAPTURE® STATUS CL: 179'14' SC1 Detention System 02/26/2018 U r.� .� r: - 4_ �. t 3 DATE ,. HOOK LADDER. :. :... Otak 17052 Li 04' TERWIDUCT. TYPICAL. iqa�ttmG COMPACTED FILL Fields Property-Tigard,OR SEE INSTALLATION GUIDE, / / draw F a c�Leso PROJECT NUMBER BY OTHERS_ m NOTE 216118 MT TERMADUCT ARTS TO BE KNOCKED OUT AT Mors.: RtYWI 'SMUT N cEOTEXTx FABRIC/LINER COIaBiNATION. CONTRACTOR TO ENSURE ADEQUATE BEARING SURFACE PROVIDED S+PECIF1ED LOCATIONS ONLY (E1Y OTHERS). SCDD-0816-1 SC1 DT .1 lot 2 2 C5 . 15 SEE INSTALLATION GUIDE, • -' 2.,'91'14 ©2018 OTAK, INC �tis IN ACCORDANCE LAYER IS REQIf�ED.SPECIFICATIONS. DESIGN NOTESI} BEDDING TYPICAL ELEVATION If this drawing is not 22"x34".it has been 0 SCALE:318•- 1'-Q' reduced/enlarged.Scale accordingly, r \ ------,, ,,, EROSION AND SEDIMENT CONTROL PLANS (1200 . c ) Otak 4,4 S1yHUNz �R SrR I .,,� Otak, Inc Fr C 808 SW Third Avenue, Ste- 30 o 4/ ,/ DEVELOPER STANDARD EROSION AND SEDIMENT Portland, OR 9720 THE PERMITTEE IS REQUIRED TO MEET ALL THE COND�IONS OF THE 1200-C PERMIT. 503. 287. 682 ,�``',�� PROPOSED THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACIUTATE COMPLIANCE yyvvw.otak.corr I UBDIVISION CONTACT: WALTER "SKIP" GRODAHL, DBG PROPERTIES, LLC CONTROL PLAN DRAWING NOTES' WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, :7: ��;� , ADDRESS: 2164 SW PARK PLACE THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. 2 ace • • PORTLAND, OR 97205A‘ �� S/ "' 1. Hold a re-construction meetingofproject constructionpersonnel that includes the inspector to discuss erosion and C�S ��Gy N�F� �� PHONE: (503) 807-8279 P P BMP MATRIX FOR 91573PEN,:::::::- 9l sediment control measures and construction limits. (Schedule A.8.c.i.(3)) SWCRESI IEIAST 2. All inspections must be made in accordance with DEQ 1200-Cpermit requirements. (Schedule A.12.b and Schedule 8.1) ;,,R1ELIMINARY P q 3. Inspection logs must be kept in accordance with DEQ's 1200-C permit requirements. (Schedule B.1.c and B.2) CONSTRUCTION PHASES s oREGaN 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local `�'Or s zo'` �� I f PLANNING / ENGINEERING i / municipality. During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retained �A// � by the permit registrant but do not need to be at the construction site. (Schedule B.2.c) C1-10--v I Shu vaKNs 51 Hit � „ YING FI� 5. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described in REFER TO DEQ GUIDANCE MANUAL FOR A _I flEXPIRES: 12/31/2019 the ESCP is a violation of the permit. (Schedule A 8.a) COMPREHENSIVE LIST OF AVAILABLE BMP'S. STAMP + OTAK INCORPORATED 6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i) _ I 1--- CONTACT: KYLE CHILDERS, P.E. 7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all MASS UTILITY STREET FINAL WET WEATHER CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1-MAY 31st) � � 808 SW THIRD AVENUE, SUITE 300 necessary revision to DEQ or Agent within 10 days. (Schedule A.12.c.iv. and v) r �1_ : _ EROSION PREVENTION --- PORTLAND, OR 97204 8. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of DBG PROPERTIES + PRESERVE NATURAL VEGETATION "x X X X x x c.„ erosion. (Schedule A.7.a.iii) v , - .-. - �� PHONE: 503-287-6825 GROUND COVER X x LLC FAX: 503-415-2498 9. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important HYDRAULIC APPLICATIONS 1_c H trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site PLASTIC SHEETING X X X X :ham , _ ) N DE and sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. (Schedule A.8.c.i.(1) and MATTING X X X -1/ DUST CONTROL X X X X X X (2)) TEMPORARY!PERMANENT SEEDING X x X EXISTING SITE CONDMONS 10. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and BUFFER ZONE x �� * VACANT PROPERTY after grading or construction. Identify the type of vegetative seed mix used. (Schedule A.7.a.v) OTHER: "Ql� � 11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Schedule A.7.b.i.and (2(a)(b)) L))) SEDIMENT CONTROL d>. SEDIMENT FENCE(PERIMETER) "x X X X X x �- 12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers CONSULTANT AAAA DEVELOPED CONDITIONSSEDIMENT FENCE(INTERIOR) x x x X 0/ I i i 1 I 1. I ' * MULTI-FAMILY SUBDIVISION AND UTILITIESprior to land disturbance. (Schedule A.8.c.i.(5)) DEWATERING SEO x x 13. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstream channels and ENTTRAP streambanks. (Schedule A.7.c) NLErPROTECTION x X x x x x L NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE 14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times during STRAW WATTLES x X x x * CLEARING (MONTH 7/2018) construction, both internally and at the site boundary. (Schedule A.7.d.i) FILTERBERM NATURAL BUFFER ENCROACHMENT * MASS GRADING (MONTH 9/2018) 15. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Schedule A.8.c.i.(6)) OTHER: 16. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses. RUN OFF CONTROL * UTILITY INSTALLATION (MONTH-MONTH 12/2018) - Temporary or permanent stabilizations measures are not required for areas that are intended to be left unvegetated, such as CONSTRUCTION ENTRANCE "X x x x x x ‘,...„.., \\_____:___ .L.,„,„_cy * STREET CONSTRUCTION (MONTH-MONTH 12 2018PIPE SLOPE DRAIN >/ dirt access roads or utility pole pads.(Schedule A.8.c.ii.(3)) * FINAL STABILIZATION (MONTH 12/2018) 17. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i.(7)) OUTLET PROTECTION x x x x SURFACE ROUGHENING x x 18. Prevent tracking of sediment onto public or private roads using BMPs such as: construction entrance, graveled (or paved) CHECK DAMS• SITE MAP I TOTAL SITE AREA = 24.15 ACRES exits and parking areas, gravel all unpaved roads located onsite, or use an exit tire wash. These BMPs must be in place OTHER TOTAL DISTURBED AREA = 24,15 ACRES prior to land-disturbing activities. (Schedule A 7.d.ii and A.8.c.i(4)) POLLU11ONPREVENTION 19. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. (Schedule A.7.d.ii.(5)) PROPER SIGNAGE X x x X X x 20. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from cleanout of stucco, HAzwAsrEMGMT x x x x x x> SITE SOIL CLASSIFICATION: SPILL KIT ON-SITE X x X X X X COLI J 1 =400 1 - ALOHA SILT LOAM • 'C D' paint and curing compounds. (Schedule A.6) CONCRETEWAsHoUTAREA x x x W (HSG / ) 21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, OTHER: 118 - CORNELIUS AND KINTON SILT LOAMS (MSG 'C')(2%-7% SLOPES) and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well as debris, fertilizer, pesticides and herbicides, paints, solvents, * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATERS OF THE STATE. 0 4:1/11 ,� - 11C - CORNELIUS AND KINTON SILT LOAMS (HSG 'C')(7%-12% SLOPES) ry # SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. O curing compounds and adhesives from construction operations. (Schedule A.7.e.i.(2)) � -- pl. ►� �lfj�j, ] 22 - HUBERLY SILT LOAMS (HSG 'C/DI) 22. Implement the followingBMPs when applicable: written spillprevention and response procedures, employee on spill li Z P PP P P training P alliffsbi male t 37C - QUATAMA LOAMS (HSG 'C') (7%-12% SLOPES) prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, J1 - t. ~ Il,ei 1 ,, I - 1 material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Schedule A. RATIONALE STATEMENT Z '� ��,�� I. ( 1 I I I 1. ON-SITE SOILS HAVE A SLIGHT TO MODERATE EROSION POTENTIAL. ALL FILL 7.e.Nl.) UNI Q ♦ MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND 23. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. (Schedule A 7.a.iv) A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (SMP) OPTIONS BASED ON DEQ's N. t� iftk 0 - UTILITY TRENCH SPOILS. 24. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to minimize GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. 2 i: W nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. SOME OF THE ABOVE LISTED BMPs WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT(Schedule A.9.b.iii) EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON Z RECEMNG WATER BODIES: SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS ACCESSIBILITY TO a SW HUNZIKER STREET PUBLIC STORM CONVEYANCE TO THE BEDROCK CREEK AND 25. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO w EVENTUALLY TO FANNO CREEK. removal is employed, submit an operation and maintenance plan (including system schematic, location of system, location of REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. OF inlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before operating the treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the treatment system INITIAL Ce O Z O� t. Al71 , ' �, according to manufacturer's specifications. (Schedule A.9.d) PERMITTEES SITE INSPECTOR: 26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is responsible fora w CL I- , ._. - ; ' li COMPANY/AGENCY: OTAK, INC. ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.b) IY J W 27. As needed based on weather conditions, at the end of each workdaysoil stockpiles must be stabilized or covered, or other a % PHONE: 503-415-2428 P O o w a _i �� BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading #o surface waters. 1 FAX: 503-415-2304 .,i__ 1 / E-MAIL: ROBERT.FISHER©OTAK.COM (Schedule A 7.e.ii.(2)) Cl- 12 _ 28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather. (Schedule A.7.a.i) coV♦ Z (n f- �{ CERTIFICATION ID: CESCL IDS - 70820 29. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence Q O 151 ----C- T-N,, : \ T-,�' �l �� f�FSCRIPTION OF EXPERENCE: removal. (Schedule A.9.c.i) 13 0 U �� 10+ YEARS FIELD EXPERIENCE INSPECTING EROSION CONTROL30. Other sediment barriers (such as bioba s : remove sediment f r I= +r� g ) obefore e it reaches two inches depth above ground height and J Z W If��wMEASURES FOR VARIOUS JURISDICTIONS IN NORTHWEST OREGON ANDbefore BMP removal. (Schedule A.9.c.i) O j� SOUTHWEST WASHINGTON. 31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove W O0IIII/J -7111F- 'AI ' I 1 III i trapped sediments before design capacity has been reduced by fifty percent and at completion of project. (Schedule A.9.c.iii& i . 0 O �� 4 L. LI I ) INSPECTION FREQUENCY: iv) L U w 0 r I 32. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the E. I SITE CONDITION sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream TITLE Eli 111 J I I I 1I��1�•,*- clean-up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. (Schedule ±H 1r tn� \.RoCT 4 DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF A.9.b.i) # DATE DESCRIPTION + FROM SNOW MELT, IS OCCURRING. 33. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and xx o �: ■"13 �r� y �� OA 1 \ 1. ACTIVE PERIOD material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii) ��r AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS 34. The entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding, or other methodSHEET INDEX 1, W 11111 Hg= �� .••••• r REGARDLESS OF WHETHER STORMWATER RUNOFF IS should all construction activities cease for 30 days or more. (Schedule A.7.f.i) Z ��#� 1111111 �� OCCURRING. .\ VIM Il �� Mt. 35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL covering of blown straw and a tackifies, loose straw, or an adequate covering of compost mulch until work resumes on that 0 1- �� 2. PRIOR TO THE SITE BECOMING INACTIVE OR MEASURES ARE IN WORKING ORDER. ANY NECESSARY EROSION AND SEDIMENT CONTROL PLANS portion of the site. (Schedule A.7,f.ii) g IN ANTICIPATION OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO 36. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas is EC0.0 COVER SHEET & GENERAL NOTES w VICINITY MAP LEAVING THE SITE. established. Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. be removed and disposed of properly, unless doing so conflicts with local requirements. (Schedule A.8.c.iii(1) and D.3.c.ii and EC1 .0 CLEARING & DEMOLITION PLANS (1 OF 2) (14) CONSECUTIVE CALENDAR DAYS. iii) EC 1 .1 NOT TO SCALE CLEARING 8c DEMOLITION PLANS (2 OF 2) REVISIONS 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A EC2.0 GRADING, STREET, AND UTILITY CONSTRUCTION 3 PROJECT LOCATION: PROPERTY DESCRIPTION : INACCESSIBLE DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR LOCAL AGENCY-SPECIFIC EROSION EC2'1 DOWNSTREAM LOCATION. ' 'GRADING STREET AND UTILITY CONSTRUCTION E SLH KDC SOUTHEAST OF THE INTERSECTION OF 2S1 00 TAX LOTS 10001600 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY, RESUME MONITORING IMMEDIATELY UPON MELT, EC3.0 EROSION CONTROL DETAILS SW WALL STREET AND SW HUNZIKER STREET, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGONDRAWN BY CHECKED BY Q TIGARD, WASHINGTON COUNTY, OREGON UNLIKELY DUE TO FROZEN CONDITIONS OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. CONTROL NOTES: EC3.1 EROSION CONTROL DETAILS PFI SUBMITTAL F-' I LATITUDE =4525'37"N, LONGITUDE =122'45'27"W • HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC STATUS INSPECTOR TO DISCUSS EROSION AND SED I MENT CONTROL MEASURES AND CONSTRUCTION L I M ITS. 1. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type and percentages of seed 02/26/2018 o (Schedule A.8.c.i.(3)) in the mix must be identified on the plans. DATE g • ALL I NSPECT I ONS MUST BE MADE I N ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. 2. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through aLi 17052 • INSPECTION LOGS MUST BE KEPT I N ACCORDANCE WITH DEQ'S 1200-C PERM I T REQU I REMENTS. sediment control BMP i.e. (filter bag). PROJECT NUMBER g ATTENTION EXCAVATORS: RETAIN A COPY OF THE ESCP AND ALL REV I S I ONS ON SITE AND MAKE I T AVAILABLE ON REQUEST TO 3. All exposed soils must be covered during the wet weather period, October 01 - May 31. L' OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. DEQ, AGENT, OR THELOCAL MSN 1 C I PAL I DURING I TACT I TU I TDOF GREATER THANSEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION ANOTHER SITE OR AT THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN LOCATION. (Schedule B.2.a) ECO0 COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ` g ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO C 2018 OTAK, INC. BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. o If this drawing is not 22"x 34",it has been a reduced/enlarged Scale aocordingly 553. .N1.11.,1.,, Otàk. ,i1114 ' oa01- . . �� Ihi -,,,, i ":, I Otak Inc 9 � :'' ' �'*y� �,.;�11r 808 SW Third Avenue; Ste. 30 ,l' ,r -I''• Portland, OR 97204 1/ 503. 287. 68251 � i { -P�� r �• , -)\.L5...7-- �_ -%1..� www.otak.com / moi=:r /I� .7, �,` f7F ,. %�E PR sf 111110 `t'1 ;�-I 1 -� `i`.>' Jr �, v 91573PE 9 I I is;��I a�_.44;147-W•14I fp 10 1 /, ��`/� ' _ PRELIMINARY 1 'M'' lcel.`` 1 1 ! , .. rli � ts, OREGON , / , 11 1 �A�' 1 r ► rrr f' �A 0\ , \ 1 r rr I� T , 3. �2- • 1 \ I I © i �' CH\�Q h j ` } I I / I I I411CONSTRUCTION NOTES. k } r;��` •" ;,�r� i i ® 1 rj I1j" J EXPIRES: 12/31/2019 L. y�r��^{ �* i ' ► i t i r 'I + Vic' . 1 INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0 STAMP Q I 1 1 - �y ;► 1 `,�I 1+ ' \� 1I + 'I 1 ;`F a. / �I INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. -14- r�r-.�L %, y7 • 1 I t I . \ 1 , %ars:. elk. vI i it) ; �° i1 it 1 �,.'ry '�� ❑ INSTALL SILT CONTROL FENCE PER DETAIL 875, SEE SHEET EC3.0. DBG PROPERTIES \ .. ... , ►:f � + f t 1i , id LLC 4,7.- ...7)....7..., ,` � ''�t I 1 'y1+` t •iN i r Il tti 1 4"�`,• �• V r J N i ; + ' I ; + ; ; ; ; THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME ii ,�� I ! 1t 1 ' f r1i► F r , 1 f "DRY WEATHER" CONSTRUCT4ON. "WET WEATHER" ..*. r �/ i titi -Zr ' I ' I ' ! ,; CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN C). ,4 /0.0 ...., ..... i1 a •• a`,../\' ^ ' / / J ' 1 r ' ' ' f‘ OCTOBER 1ST AND MAY 31ST. �a N � jr / / s r r 1 I f - -- r !r [N 1 I. ! r! I1 r IJ + 1r1 I ; 1 ; jY�� / `• CONSULTANT `� ry� LyJ 1 ► '# /...,,,F. ► 1 r { r 1 1 I 1 ! / I -"VI 00.1 ! cti / 1 ! •"+ ti ! �� 01 r j 1 1 t I iI I y ► r�,� ,r/ II#, r � r + + t1 I II /// v. k ►� " . faradiiithil.... , ��Sw / r t I \\ 1 1% / Ir / • ,i - 41 e Cl. ' f a 4..i>111r1 r' ' f r 1 I 11 ,� 1 GENERAL NOTES: Z / o / I / `t*Tklibi , r1 11:T.V-77A1 r Irr ! r 1i \\I i I i / I f r s I r �.'� '1 1 r ! r / r �hwt+► / ! o ' r ' :: 1 + I .•��'rt�#`'�t.t 1 ' i ! r r `� :• 1. SEE SHEET EC1.0 FOR CLEARING AND DEMOLITION / ! + I 1 �J< I I I I 1 t 1 ; �� / A/ „w' i ! r ; : :•.e , 1 I ; I ; i X�,1 , . EROSION AND SEDIMENT CONTROL NOTES. Y / Ir .r ,if / ......u.... /.. ,/ /......--I / / / ,,,. .„1. ii ,all: I ;Di' i i i i i , . _V N i ` i/� I !t. '„1 ► ! 1 r 0 i r I i 1 I I 1 1 I 1 f pi 1 ��.JJj • , / // / i/ / / 1 • / / 1/ r ! 1 1 I I 1 I I { I L-. VI 11 O / / / / A / I 1 ! 1 r I I i I t ( I I I I ',.� �I // /, i 'i, / r 11 / / J /1 Jr J I I I 1 1 I 1 1 , /, /5 \ III / 4 i I 1 I a I / /' / % • 1 1 I % ' 1 ' r 1 1 1 f ' 1 1 I 1 1� --/ / �. 1 iVI fi. 1 ' �o V a / 3/ 2 ' . \'�'�' /AA: , / , / J , !, 1 1 , 1 I 1 J 1 i f /, 5r e` /ifir . / 11 101:1 I. / 1 / 1 ' / ' 1 / i r I + J ! l l 1 rt� r��] CO '. r-, /,1, /, / / / *rk��., , ! IJ ' i 'i 1 I j l j i I 1 1 \1 \\ "‘"-- % f / 1 04: I 1 ♦/~ c / e; / j tl - / / / /' ! ! / ! 1 1 ! ! 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I --• ' ,� y'i � • � i / / /' O' / i / / /' / / / / / / / ill I / 1\\ ._'t Ir/. ,+, Ce O _.0 - • ;el ,., , 1 11 , , ` t - •� : ►' EXISTING CONTOUR (2 FT f• to, -----7:7----34"1:-°— • IT. //` J, /�// ,✓' .r i✓✓✓ ✓/✓ //' / // // /' % ' /' % ,/ / / , / / ' ( /r I 1 \ / I` /." 1.;, 1\1�\\\ , .. - �� / ) f/1 -VA iiii /- / / / / / / / / I /- mak. — - z3�--- ' - - - / // \ 1 / , 1 --- ,.. EXISTING CONTOUR (1 Q FT) —270 Z LLI �' /-' 4)-- •t - - OP_ '' 3 2. ' ' i i // i .. ,' ii / i .f ! ' i �, /rJ' f r .c ,,-230•- - s / . /' / / ' i /' ry / /' / / ��/ i. ' 1 �" i :!1 ,'�► / / , 4 i 41 SEDIMENT FENCE (TO BE Et J / ,/ / 1, I - , 1 r' ;,,, I INSTALLED PRIOR TO GRADING) Q O� ol5 _� `1�� -- - �� .. ,' / /' /' / / / ,/ // / / / ► I I\ 1 / / / ! I/ / ❑ Ld_ r n — - V 11 -- - �___--' /-- , �� / / ; r i ,_--_--__ 1 /r'*Ii"'j/`, / / TREE PROTECTION FENCING o 0 v -- -----2'l�� 9 -4--- `_--/� - -/�`•� '-��- ''/' ' ' / /% • /% f /% I-/ / l //' / 19/i r I ll ► IJr II�`.• / •-•'''''''..........." / / •/ /• / ' / / 1 // � / r ! ! Iz� / • __�- - 1 �s 1 {I // /, ►I 1I 1 STORM DRAW(EXISTING) Co 1 Et ::: ------- ----- 1_ ---- - ' / .' ; / / - i ,pry ! 1 r ►r r! //iiii LLCATCH BASIN WITH INLET ■ OO -- / , / / / / ♦ / I I / / ! /1 til/ W x�6 -- __i_' r---/ --- , , --- ; ls ! II I1I i►11 PROTECTION)(EXISTING) WI U - - - rr-- i r I 1I! ! 'i.I rllll // } O .z�°'-_-- - llt -/-`-/++- r�r�r�r+r_ i/ '�� -'/' �/' _ ' I 1► II I ' i pit/ / / PROJECT BOUNDARY TREE TO BE REMOVED ~ / - / ,/ - -- 1 /--- I W - Zr /-' -/` ---- --' / •/ / l / / / / f/ 1 1 ! ---2\ --- - _ / / / / / // --� �� 1 ! 1 I 1 /I / ! TITLE ...--."1"\V--- //----"••••••• -/ -~ --`- �, i / / // j / ,.. r/ / / 1 /1/i / ! I , i • •r• CO to __- _ / / / II / lif l rl , r/, r CONSTRUCTION ENTRANCE W -+ 2 / , , iiiiii//,r , v # DATE DESCRIPTION /- / .0e.. , , / / / / / //, Q ,_-,- 1 1 ' XX -/ •-i -i - -/ / / / / / / / ' // r •_/ 1 l 1/ / LJJ _-- • /- ___ - /. . , . , / , ---' , --- fr►l Ir / DRAINAGE FLOW DIRECTION 11.1 '� �, • 3 E /- /- - / // / / / / / CO \ 1 J L••�•'-• r �►_ / _-��` - -/ -/ ! / / / / \ r r, 1 t III • - 1 I CZ ... .�,A.- _rr / -- f / , / / '-_ _I / --� /ilii: I /f4 / I }, __- V^^ //-- /-�` moi- F- ,/ / / / /' / /- -/ 1 //OM a} • 1C /-- - /-- //-/ - _-/- --/ ♦/ , ✓✓ 1 / // \1�_- 4� I t{/////// / I 01 -- -- / / o --' - - % , / 1 / ,- "oh. till/ / / T w -�-' --- /- -- // , / , / -- /- e4 L ; I ! v - -/ --//'-- -7' ` ' — -r ——,, �;`� — - ,/' >/ i / ! ! !1 .'(16•, P / \I i• / REVISIONS — 0% x- —x---X---x - x ,mss(-'- x — —X—x X: `=x-- — =.x _ x_ x'' x _.x" x-TX —7''— ",�-=Y' �cV -- ;174"_` -!.!..?",(11•26&/// x x x x WET WEATHER EROSION CONTROL NOTES: / -/ ---' --- — - ` --' — — — — — — �• - . —— — IF,-.-14% . — t - - \ /� , 1 ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER SLH KOC VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN DRAWN BY CHECKED BY 0 SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE CONDITIONS USING THE WET WEATHER EXISTING SLOPE EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN PFI SUBMITTAL BASEMENT © MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED STATUS N- IN ALL AREAS EXPOSED TO WATER FLOW OR INUNDATION: FREE-FLOATING MULCH SHALL NOT BE USED IN 02/26/2018 S AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED DATE a)72- PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND g SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE 17052 ENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF PROJECT NUMBER M 50' 0' 50' 1 OQ` VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED iiiPER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST op I= E SCALE IN FEET OF EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. ECI . O 0 c..., Oc 20,8 OTAK, INC. M It this drawing is not 22"x 34-.it has been o reduced/enlarged Scale accordingly, d Otak \ ._.,...,. .Aiiii,: Otak, Inc. \ \ 808 SW Third Avenue, Ste. 30 \ \ Portland, OR 9720 i 503. 287. 682 3 \ \\ www.otak.com \\ \ St moi ,� \ �� _ _ ,��Q PROFF �, \40 �1 \ v �� K' \\ ' �` 91573PE 9l \\ ,�'�\�`�S ,�.+� a� — ,� PRELIMINARY ! • �'� S OREGON i \ f t(. NT , � 411\ �� 1•11.71.- LEGEND : C1-0:c)� 4 --� ---____ �l js" % _____\\ s+ _-2ao-\\ r�!„� _I EXPIRES: 12/31/2019 - - \\ - LIMITS OF DISTURBANCE STAMP --<'4.2.-0.... 1+�� - 238 �....1. , \ -- _to _” - - _ _�__.236-� \\; �` �,., 0-20- EXISTING CONTOUR (2 FT) - -- - - 2ss_.�.— —� n--Lr-L-v-L, �1.� W , • `�� `�� - - y - _- - _...r.,.. -.',,,, ,L. _232_ -�� - 234- - _ __ ¢ * _ DBG PROPERTIES \ e�_ �`.��+ * 1,'� ty ...,e_c3o EXISTING CONTOUR (�0 FT) — 270 SLC 11 \ \^ 4 y V +- 0. . 4. --`'_ -zsz-- +R'` - N. '�� ,„,,,t,,,__ ,„„, oiA _.z2� � SEDIMENT FENCE (TO BE --x—x—x� ----��\ © -- ___ '• - •y •a. INSTALLED PRIOR TO GRADING) .\\ t �\ --- -230---- ►-- i -cr- 6 3+.4-- N. .., . __ -� `-_- \\` -- -zza _ _ _____ ";•� �� _ - � � e ,�__-2 �. T TREE PROTECTION FENCING 0 0 i • \ '0, . ..- N \ \\ \\\ �� -------- + -�C 00` --- 222 T � - \•\.".......":1%....**, \\• \`� '�-__ 26 '�___ _ --_--_�-___ ----� ��,�"5t�;� _ +� ��':.. -,rte � --__'� ..- � %� U STORM DRAIN(EXISTING) so CONSULTANT NO PARKIle/4.. \�� \\�- ------- /� `_fii�Ck'I / �! i * _-d' wl )It° �-� - � � -- _ --zea- _____ '� � ,, ��. �. '�►,� 4_+�� -, rr� �#. � 1sf " ,f/ -- __ __ - -� - ____ "` _ ,•� 4 _ ter ` `, F"' CATCH BASIN WITH INLETMI�/ .4ifi7 \\\\ \ \\\ ` \\ \``\\` ` _1 -` -~ __'_-__......�.. I- �Y� I s '�; •'.,' _ ..t, • r � �- _� 3 CL'�, W_� r ,`\ yIA j " - •�_ `- -_- _ _------- -- , ► -- �� - ''�i►*' '`� ` ' _ - ' - WPROTECTION)(EXISTING) 208 \- - iiAi SR .,, . - -tj , ,,, \_ - -\\ •, _z,e_� ---- �� ,,-~ \_�- '~~� �'!+''i� �~�� __.��-' ' '� TREE TO BE REMOVED ve `\� 1 \\ �``1� +-` \ te y_~- _- 1... _ ::... _ - :. 5,1. ♦ %\N 1 • � Mt i _ *"R1-max -` -r. W ��1 41$4 \k\ s'21:1--1...,....':...:::%"4111011,1 -. \ •�� ;: __� --z �__ _ ___ 7I:Ili" e;; r, b ,��E. , '} _%4c -- � #�`j _ _-`~ CONSTRUCTION ENTRANCE '.:,..,..�. _ \ \ ♦ _ - :11 2 ,,J.4,40• . ' ♦ ,Ire , r. .�. -- LU --- ♦ , ` ` .\ ' \�` 212 — --- %��\`�� j,� � / 4 V ' r cv \V•--- " \�_ -'-. '`-2,0._ _ __ - -_ •' ;' _ - -- _ --_ -- O -�'��' .) T kgo ----- _ _ DRAINAGE FLOW DIRECTION mill111110. ier:\ ----______ -------------- eri,-,,,-- • A : te 10,) a .... 0 -- - _____________ ....,......_------....... V -- 0. 1?:,) - ... ....._________ ._ irj:141r — tirt'11. '''''... ---•"------"-- -- ..----------**- -.— -.. \\:"----..."'. .........‘••• :66 --_,....:--"....4"..'' 206_ -______ - ::,,-- ---------- 41 aLk N ,d. _ _ ________, ...------ d'ibf"L S-3----1*---.6 -,:-.1.1%.,: , -idl% .0- .v ' . -- ,dam- �'.i• ; f- �. i �� ' 0? �`- - 14: ` - \ --4 -_ _iik ----_--- `‘ 0.;: i.i., Ike • -- '-'- .^ ------7,tv4-4,q-, _ _ .,\ ----- --- - 1::PD6)( �a i. �E}►1v�'•}�� *'' \ .• \ - -_ �_ I ��`L J + r3 - �`.� _ �- ,fir .w _'""___'� ... CO z 1-4 I \!I Ni �.�.•}•\`,4%;•j.y 1�L-- ��. ��L _ ` __--- -,rte ♦ }\i.�•t•�i.� •.�i�• \j�� ___ __=-1-.,,,_—; `-sem- ti____:„..... - �� -- -r ,� _ ____ - — 7.4: ` - : ' T,r�r �y1'N - � -x-~`x- x` x ___x x -x- x x j- = ---x-` �c--mac- x x -X X x_- x= MLiTid - � �_ iliv_� _ �._-w� - �1� RSL x �\r _ -------------------------------- --------------------- O '. ~--r 1 — ' o -- ----- — — EX. SLOPE EASEMENT 0 ~` — --^ --\1\,.. PROJECT BOUNDARY 2I— IX H 0 I z ci) 2 ........ , Q oz Q. W Q w0 : \ < oo _\ 0 Q o z 00 Q Uml W PRE-CONSTRUCTION, CLEARING AND . >- ° —J EROSION AND SEDIMENT CONTROL NOTES: CONSTRUCTION NOTES: LL v W 0 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, Li INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. TITLE FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. DATE DESCRIPTION Q D INSTALL TREE PROTECTION PER TREE PROTECTION DETAIL, SHEET EC3.0. xx Ill 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, ai STRAW WATTLES, OR OTHER APPROVED MATERIALS. Li INSTALL SILT FENCE PER CWS DETAIL, SEE SHEET EC3.0. co 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH a INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0 ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE p, PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 7 w 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME N ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE "DRY WEATHER" CONSTRUCTION. "WET WEATHER" KEPT CLEAN FOR THE DURATION OF THE PROJECT. 6- CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN REVISIONS 3 5. RUN--ON AND RUN—OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN—ON AND OCTOBER 1ST AND MAY 31ST. o RUN—OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. U 0 ill 0 6. CONTRACTOR TO VERIFY LOCATION AND ABANDON ANY FOUND SEPTIC SYSTEMS, DRAIN FIELD, EXISTING WELLS AND UNDERGROUND OIL TANKS PER SLH KDC a APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. SUBMIT DOCUMENTATION TO THE CITY. DRAWN BY CHECKED BY F"."1 o 7. CLEARING LIMITS ARE DEFINED BY LIMITS OF DISTURBANCE.N._ PFI SUBMITTAL o STATUS 0 WETo WEATHER EROS I ON CONTROL NOTES: 02/26/2018 ti cp ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER VEGETATION NOT FULLY ESTABLISHED DATE Li 50' 0' 50' 100' SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE 17052 CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND PROJECT NUMBER DESIGN MANUAL CHAPTER 4 REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO SCALE IN FEET WATER FLOW OR INUNDATION: FREE—FLOATING MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE _. SEEDED (PER THE DESIGN) OR PLACED PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND CV SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY THE ENGINEER AND CITY INSPECTOR. IF ANY EC1 0 6 ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND MAY 31ST, THE PLAN SHALL BE U REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF ©2018 OTAK, INC. EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. o If this drawing is not 22"x 34",it has been a_ reducedtenlarged.Scale accordingly. • CONSTRUCTION NOTESGRADING. STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: OtaLEGEND . O • D INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0. 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS /� LIMITS OF DISTURBANCE ME = MII = IM TEMPORARY SOIL STOCKPILEOTHERWISE AUTHORIZED: AREA (SEDIMENT FENCE a INSTALL CONCRETE WASHOUT STATION PER DETAIL 6, PER SHEET EC3.0. A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE Ptak, SEED MIX. Inc. EXISTING CONTOUR (2 FT) REQUIRED AT PERIMETER) �� D STOCKPILE LOCATION. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste. 300 EXISTING CONTOUR (10 FT) - -270 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland. OR 97204 CONSTRUCTION STAGING AREA /////// 4 INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3.0. 503. 287. 6825 2. CREEPING RED FESCUE (20% BY WEIGHT) www.otak.com -xx--xx (CLEAN ROCK PAD FOR SOLID & INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0,SEDIMENT FENCE (TO BE C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 1. ANNUAL RYEGRASS (40% BY WEIGHT) PROF INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, 2. TURF-TYPE FESCUE (60% BY WEIGHT) �� G 1N� FIs/ AND METHOD OF CONTROL AREA) LI INSTALL FIBER ROILS PER DETAIL 880, SEE SHEET EC3.0. �� ,,,i) i- TREE PROTECTION FENCING 0 0 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR " 91573PE ' CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. PRELIMINARY CONSTRUCTION PARKING AREA k k x x PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.1. STORM DRAIN k 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING s�AoRl=oo o^ co (CLEAN ROCK PAD) x k x s❑ INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EC3.0. WITH APPROVED MIX AND APPLICATION RATE. �e 1. 1 ' 3 o(, CATCH BASIN (WITH INLET ° c�+�� PROTECTION) 9❑ INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, STRAW WATTLE SLOPE • o 0 0 o a o 0 0 0 0 0 0 0 L PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING WOOD CHIPS, OR OTHER APPROVED MEASURES. -I EXPIRES: 12/31/2019 PROTECTION BMP STORM DRAIN. STAMP CONSTRUCTION ENTRANCE .ibt- ' ' '• 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, - > > CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER DRAINAGE FLOW DIRECTION SEDIMENT FENCE OF THE STOCKPILE. FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT (TO BE INSTALLED AFTER GRADING) MAINTENANCE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION DBG PROPERTIES DvWSI-112 CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDINGLac CONCRETE WASH AREA 12 DOWNLDRIVEVA58A�LCHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LIMIT OF CUT/FILL - .iiaJ72: 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE $ CATCH BASIN (WITH INLET �, SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT "DRY WEATHER" CONSTRUCTION. "WET WEATHER" ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. Z CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN 9. AC E 0 ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. OCTOBER 1ST AND MAY 31ST. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF H SEDIMENT AND SEDIMENT-LADEN WATER. U 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF D 1 THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' L.L FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE H WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. r n 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS Z PERMANENT SHALL BE PICKED UP AND DISPOSED iN THE TRASH. p LIMIT OF CUT/FILL r 1 VEGETATED SWALE 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. `J v 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. <11$ ,� �I _ 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT0 \r� 6 5.0r' © INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. J111°5147* ZI- ›- 0,1,04 . ftai ° PROJECT BOUNDARY I- z4$ °° 5 EROS ON AND SEDIMENT CONTROL BMP IMPLEMENTATION: WI -I © 1 ♦ '� 5A.47: ❑ ♦ ° oa0o0c� l ,• �� '. � � ter. � T 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE2 z Q ;�'�� ! ✓ __ 8 V,N IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. J 1P.Im101,6A°"6.11\ • / �+ �� --it ii i-., ' " ©� 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF ��■�4°rte. _��.,°,a■o,o o,n,o , i ° Q FINISHED GRADE AS SHOWN ON THESE PLANS. re v� 230 ��+° 11 � ` C� --. . ._4#A,". _ * 06' CO \ ' /� �° 1 /:) .,fp.,., 12 1\ ,� .© �414- - 3s 3, LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. Z LIJW`'� ' _me:6\ ' f 0 2360is .�r _ s •J Q 04 .•,-� ®_ _ • �.♦° ° ° o � .. ��. �t-- �a , 4. THE STORM WATER FACILITY SMALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND � (� J' l +r -ii a a rp- 0 - . . . -- -- _,� !; SITE PAVING. W 11` �°III 11 �,�� -224 .,.. iiti / __'y1 ''' 5. INLET PROTECTION SHALL BE iN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. WilO O CI) rr K * x K x K x -l- iV \\ ❑co r: z A• x1 _10Wilirilli. / �• x -� " ** xx * '`I. �L��-- � �� 7-7..� - o n --� ..- -ti? = :�` �! f,V,P1104:iat' \\8- ' A ` r - -. w r�n o �� K * x� rt �/ c ° ° v °Z 1c v ° •` % t�ft \` r CI V .. NJ * ,„„ja ,ilk �• �� 4.11111110111. �.' I _' � .114110*w! Q� .Jr e, - ry06- ^O �r .,- _- LLJ •, 2�a Al ;�r�°}-l�R°f° n •��['2 „ ., n ° ° o�f° - 218 - + ° �/#� .rj r _`'r t�� -- -I. .. 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SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS �� TEMPORARY SOIL STOCKPILE _,.......... L OTHERWISE AUTHORIZED: 268_ AREA (SEDIMENT FENCE THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE EXISTING CONTOUR (2 FT) REQUIRED AT PERIMETER) "DRY WEATHER" CONSTRUCTION. "WET WEATHER" SEED MIX, Otak, Inc .., EXISTING CONTOUR (i 0 FT) - - -270 CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN B. DWARF GRASS MIX (MIN. 100 LB./AC.) 808 SW Third Avenue, Ste, 30 CONSTRUCTION STAGING AREA OCTOBER 1ST AND MAY 31ST. 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Portland, OR 9720 SEDIMENT FENCE (TO BE ---x--x---x x- i www.otak.com 2. CREEPING RED FESCUE (20% BY WEIGHT) 503. 287. 682 (CLEAN ROCK PAD FOR SOLID & C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) INSTALLED PRIOR TO GRADING) HAZARDOUS WASTE, FUEL STORAGE, / _ 1. ANNUAL RYEGRASS (40% BY WEIGHT) AND METHOD OF CONTROL AREA) //////t r 2. TURF-TYPE FESCUE (60% BY WEIGHT) \5�%''� PRO, TREE PROTECTION FENCING o o ,� / 2, SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR 91573PE CONSTRUCTION PARKING AREA k k , x k �` THI USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY, PRELIMINARY STORM DRAIN k . (CLEAN ROCK PAD) k k k k k le::4"� .* 1 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING S,�AOREGON INLETWITH APPROVED MIX AND APPLICATION RATE. I- 13, �- CATCH BASIN (WITH ' F p c x�,o`� PROTECTION) .:- +� 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, STRAW WATTLE SLOPE • 0000000000000 w. WOOD CHIPS, OR OTHER APPROVED MEASURES. -I EXPIRES: 12/31/2019 1_ s rl' � CONSTRUCTION ENTRANCE � = =�='� PROTECTION BMP „r STAMP ....,....40t,.,,,,,_. " �' *�W'1.114‘ • 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, DRAINAGE FLOW DIRECTION SEDIMENT FENCE -ti 1 STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER _f / t - OF THE STOCKPILE. '�' \ (TO BE INSTALLED AFTER GRADING) • / ', ��' i . . i 1� 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION DBG PROPERTIES CONCRETE WASH AREA WASH / t CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING % ji 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. LLC LIMIT OF CUT/FILL - - ' # . ICATCH BASIN (WITH INLET0 IP -F� ° o di 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE ©a �1/ °* ,, SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. PROTECTION) ,.-0-4-=`,-- - ° \ ` I , 4 TYP. •�[` �` a t s� • ' 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF 4' X11';:=1 ` ° ! s ; � '' o °e' �'�, '`i THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE .,....A., • I , • a ° 0)t REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSULTANT LIMIT OF CUT/F I LL '! sc,r* ✓+ [;:2, ! ;f• ° o�D 0 1 !, / 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. Z i I r� 0 i ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. O r : I` i /�/y / + o ! ai+ 0 I l I 8 I 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF H Olir ! = t/ 1 Q-�' ° I SEDIMENT AND SEDIMENT-LADEN WATER. /�. :.• C r �! i o r :OUND �,.r�' ` i t' �� o �l , 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF ,-<< r • ff. / '� pr y '. !r a t / THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' ! r 'ri ° t /1•; :"_, FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE CC / r�+ ll •r - •�l. r i J WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. ki r i'-- ! ' f 0it, v J / /'', r 7 r , < '4, %r M�� + ° / ' ° • ' r '� I f g ° l �il':11'' 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS Z PROJECT BOUNDARY / : 41-I ' i °f + I r �- F` SHALL BE PICKED UP AND DISPOSED IN THE TRASH. Cb r � i �� F � co c 1 .I0 fi v- at ,- ! p � 1 , f a . \ : ° 4 i I 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. r , c. �,s� / /r ' ( ! �' j 6 # o I' © 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. ,. _ o J y° I r - ° ° I r 0 +4 I + AI�� i` o 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT CO % / •'• a d + 4., ' / / INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. a , , i I- _1 11/1 7 f Z I-- fes._ ` % �/� ry !,n of I O�ik ! iG\ n /--0 * �/ . •,� ! \ If EROSION A\D SEDIMENT CONTROL 3MP IMPLEMENTATION: ENTATION: I0 fIII ' '--)*),-7-. i �Q ° r .\C - r � , „ > ,.� �-�%' " ' o I / ; I 1t' J 1. ALL BASF ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE z � Imimi titi- '�ry`� ° / r \� �10 4 IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. k..3 . � .,. ii, ,-. - ,,,,, ,� / a. '1 �• .!i 16.`-‘01.oil., , / i �,' �fII/ , 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF ,7 , EU ,p,..-- 440-t. �� >. ,y '` ,r` I FINISHED GRADE AS SHOWN ON THESE PLANS. Ce 1 .'. Q illt • i i" I,( J+ ) . �� 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. z e.._,- , - z UJ (:),-11111 'F' '� -- i y•fA 0Nw#. -/ , f � i q Q ©� ti , / � . ,_ 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND (� J�F. '' / 7� cro '' \ 1� ; �: f I , SITE PAVING. CL TYP. �; / TYP. rte)) ; J �•' �' , /� / N� ® fY •f/ / �' I "�i' �/ t r 5. INLET PROTECTION SHALL BE IN---PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. Q 12 -I �QL Apr' p_ .._-- / / I r 6 w r �� ` �' "•• ct ip.,.... , cr.a. 0 / / `\�, , ,/ Ice, r' 164 I I ' I , , .- ' 1 4 CO cc2- 12 0 0 frillir..,------, -17-"N- - ,---- , 1 g illell _4.-41Fitir i < 0 1 0 ,.. -", ___.,.--,---- • ..- , ....., . �� 1/--i* --- -, ,..„- ... , ,, Il �, 411170: vt too or, -- • „ i ,//��i,'��-,Y-- --e.,, � q f� ,`.'/ //r FF', 'ler 214.50 / �� r lig T 'l + 1 f rY v u ji O r0� s)..._ / .� ;..).'6 411:1°Iii;* '4 -�'° ,� �� frr''f,` CONSTRUCTION NOTES: r: -' '� 1:14 // / LL 5 Lii 0 5 ` -` - )) % /� �,� - �,40 d00 i i� r��, it. , INSTALL CONSTRUCTION ENTRANCE PER DETAIL 855, SHEET EC3.0.O - 1 ° • ♦ n, • \ j Ft J,/, ,., TITLE ti r� i ,, r ,,, 9,j i 4:,N �`� ° ° ry �'� 96 ! !!" "' 2 INSTALL CONCRETE WASHOUT STATION PER DETAIL fi PER SHEET EC3.0. U �� v ° ?�� I/ ��' '' - :11'1• - � f ! !it ❑ # DATE DESCRIPTION �.LJ I 208 .� l �I [ I !r xx n ° °,. --,• •, I ��,��,�,�,�;�? ?� I .��t ? \I I 3� STOCKPILE LOCATION. F- _ _ \9 L D r . NO rr r y / TYP. E: LU -s XX 206 "' .- - r"� 'i"''� 40 ! 1 �� ri�,r,l. El INSTALL INLET PROTECTION (TYPE 4) PER DETAIL 915, SEE SHEET EC3,0. F� / 5 INSTALL SEDIMENT FENCE PER DETAIL 875, PER SHEET EC3.0. o , Pk im � --�N � � --� � 1 I "'T2d4 I�- I --�� r I I I �� _ �'- ,� ♦ � r �r ;. �J �� ' NE 10I ,' II / ' TYP. f � �r 1 I rn w N I 1 I Er;' UJ cs UJ - , / � �+ s INSTALL FIBER ROLLS PER DETAIL 880, SEE SHEET £03.0. w = N Fn=19s. �� :: I �� , / /ill 7 CONSTRUCT PERMANENT RIPRAP. SEE UTILITY SHEETS FOR DETAILS. ICSFF-202.50 I _ y,s '�Ji f I2\ I I +r / i ti , I c3 PROTECT DURING CONSTRUCTION PER CWS DETAIL 820, SEE SHEET EC3.1. o> _ -2;.;1------- a<•.:: "" 202 I..'' '•.•..... :• i•::•.• ;.!.,.,,,..... ,6 n�.gocws tft8 xr.. . :.,+:. ,1552 0 REVISIONS -,■- 202 ' - =r�/,��■..r■.r , + �� , 8i INSTALL TREE PROTECTION PER TYPICAL DETAIL, SEE SHEET EG3A. o f I ., 11 ' f gm rM��I �� Fir �/' �II std "/ !��/ to r_ _ V I / - 9❑ INSTALL DRIVE-THROUGH TIRE WASH PER DETAIL 870, SEE SHEET EC3.1.• v 1 �� _ r -,tom ____ -nn m lte' •°x- _04, / I CE v�- - ' rvu x �". I ivu - r v"Crod W � Lid ,� 46,.. ..____„;‘,.„-- ..„._..:....„....,.-_,N.,:„. .. _ ,� " SLH KDC -�_. �~ • �'`�' - 1�'6 SSd w■ 'd�ry �� r, _ � i. � � 44.-.110 0 PROPOSED STORMWATER DISCHARGE SYSTEM. CONNECT TO EXISTING DRAWN BY CHECKED BY _ - - - 71- ► a �w + ,f `i��r /' STORM DRAIN. o _ ~ Yr7: II ■� I1 °�. _ _ I •f- - �I J� 3:. �I.I, PFI SUBMITTAL o - ,,.,.T,.,y,. u .. P :.tea \��/b f� �i��., STATUS cl : ;:r : _ ��1f r�I�- I l t CONSTRUCT STAGING AND PARKING AREAS. INSTALL CLEAN ROCK PAD �� °j° -� "" ��-�,��` � /�� FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND EQUIPMENT 02r26i2018 -rid[� _ „-,: "� �� MAINTENANCE. DATE X-x x x x x x x x x x �1� `� �� ' `�/ il a '" °'r ` 2 INSTALL GRAVEL BAG CHECK DAM, STAGER ON OPPOSITE SIDES EVERY 15' 17052 �. , Pr , / DOWN DRIVE AISLE CUT. PROJECT NUMBER to TYP. 6 © TYP.® © 1 O r .c; I 60' 0' 60' 120' co ,, O IN E C2 • 1 SCALE IN FEET 020180TAK, INC. o If this drawing is not 22"x 34",it has been o_ reduced/enlarged.Scale accordingly Otäk _..asigIAll Otak, Inc ... FOR FURTHER INFORMATION 808 SW Third Avenue,OR 9. 2D FOR FURTHER DIFCRMATION FOR FURTHER INFORMATION ` Portland, OR 97204 SCHAPTER ERVICES 4FCF OLEAN l pFE4Ei11�gN CHAPTER WOES 4OF CLEAN oto�oN PAErENl�iow t 'f I ON OODON CRITERIA SEE CO DESIGN IRITERIA SEE I' SIAM°ER"4 OF SEE .40�/ 503- 2$7. 6 orp PLS SEDUM CONTROL a D ION MANUAL O TAMD CONNONN MANUAL krillII. ` ' I' i AND � oEOGNONIR YANUAi. e°�`�� ///SEMMES EROSION PREMIUM '` www.Qtak.Co �� ; 4111 �, r• A4-4 Eye ::.i� S� ""N. `q PRO I '.� I hi ti� Y� �q�NG�p�tE� : -"-4.,:". " •', ��G 1 N�PROF IPs � .I e _ C�5 �� F,4 ,� l D •• h'1 1 l o� Pe :I b • 6 Q- 4=: - ;4R 9l 91573PE • �"irli // Q•-�.'• " p • .D d. .a o" PRELIMINARY 'Iaill._...i...0.40 y,i 000000 / -....,•. 4 f7a a: `':.6• '4 S�AOREGON co • ee 4",(414y ,.' 0.1+.1 ^ // RADIUS '�' K/N. ,.e.•..� :. D' 4 a•.� �. U C tii��.-Q<, I 1 - tbLIIIIIII ;� SEAN PIT RUN OR r- S. LEAN ROCK A•d'P o`10-° °R�Ss C1-10- ' AR. eR E _ EXPIRES: IMi11AIM Tr O�NERLAP V / � DRIP LINE -� �" _ � �I►ll�lll � �o� 51 � �_ OF SEAMS. f f l� CEMENT ,46.$ STAMP • + • V • 4 • • + + 4 . 4 • • • .SGV I4I.I..G. AS �iyV�GY I� + ••••4•• • +••• + NOTE Na 3 6 DOMESTIC STUD TEE0' NIKx } - #`+`a 4`a + a•• a a # + +`+ CULTIVATE CKTEAIE FlIRR01r$ +•#•# +•+•••a + } •+ + +•# }•#P` [POSTS, ZIP TIE ATTACHMENT TO SLOPE DEPTH - 4 F ♦ F a 4 4 ♦ 4 4 4 4 a + 4 • a 4 # a 4 • # # + # 4 4 4 # + + •+ + • .• +•' + • a +• + +• +• + 1 (3) PER POST '20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL DBG PROPERTIES 4 4 4 4 4 ' • 4 . 4 ♦ • F a ♦ ♦ • 4.4 • ++•+`a`+`+ 40+`40`+`+` -+`r` +`a` `r + + \/f1 I LLL. • • 4 +•a + • a + F - + 4 + + + • + `' 1J I}� I � GRAM. INTRANIE CURB RAMP •++4040 •+• a , i`}•: : : : . :' ••+• a #•; � •:• : : : + : •' + I 11 n fl n I 75' CHAIN LINK FENCING • • a • + • • • + • • • • • • 4 • a r + • • • + ' a a 4 +++{,• +' a • • 4 • + •`• • 4 • `4 • • a 4 + r • 1.------------------;:":invIne: :\ + + •++++++ • • te ' ' + • a • a + + • + + r ..♦...♦♦.•..,..1,..♦'�... ' - ..,.. 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TO BE PROTECTED jJNOTE. ,a fi(I :\ii. .,1‘v,-.---0:11,.....,:111.." •, ,,�� ,. fN CONTROL BARRIER EXISTING TREES TO REMAIN (PER PLAN) - PROTECT WITH 5 HT. Hi+` i;.,' ' >� �� `. � NQTEs: RECIUIRED •711E OF SLOPE • 'VA 1 . :+ USE DOER TRACKS TO MATE GROOVES CHAIN LINK FENCING AROUND DRIP LINE DURING CONSTRUCTION _ PIERPE p ARM SLOPE 1. THE ENTRANCE SHALL BE MAINTAINED INA CONDITION THAT WILL PREVENT TRACK€NG OR FLOWING PLASTIC SHEETING ,1 �NEITHER TOP SOIL STORAGE NOR CONSTRUCTION MATERIAL SHALL -T ' OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR ' �� CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. BE LOCATED WITHIN THE DRIP LINE OF TREE. FENCES SHALL BE IN \/ 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. _ 1. ! _ 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILJZED WITH CRUSHED STONE PLACE PRIOR TO BEGINNING CONSTRUCTION. ADJUSTMENTS TO THE 10r ' `: 4. WHERE RUNOFF ONTAININGTHAT DRAINS INTO AN RSEMENTOVED IMADEN WATERENT TRAP RIS LEIAVING THEMENT I SITE VIA THE CONSTRUCT€ON LOCATION OF PROTECTIVE FENCING MAY BE REQUIRED TO COMPLETE N. olk ' - ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. NOTES: CONSTRUCTION OF PERMANENT FACILITIES. .„..70,,,, ♦ �� 5. i)IMENSIONS 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. ` ' @_ SINGLE FAMILY 2. BARRIER REQUIREDMTOE OF STOCK PILE. TREE PROTECTION DETAIL O 2O' LONG BY 2D' MDE 8' DEEP OF �4" MINUS CLEAN ROCK. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON _ I COMMERCIAL ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL. DIRECTIONS. - C 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE ' 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE FABRIC TO PREVENT SUB-SOIL PUMPING. ' NOT TO SCALE PLASTIC SHEETING SURFACE ROUGHENING CONSTRUCTION ENTRANCE Chan Servioes CAT TRACKING aeanWater es C nWater Serves Cr) DRAWING NO. 810 REVISED 12-16 DRAWING NO. 830 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 Z -.1 W !Q. I !- FOR DESIGN MINER CRITEPFORRIA SEE W CIN DESIGN cRI1ERu SEF 1 OF CLEOM MAY BE USED SHORT TERM - - - --' ■ ❑ Sal ICES R CHAPTER 4EROIMON PRE Qi1T�1QN W/ UTILITY WORK AND W/ ANGLE FLIER FABRIG FENCE 11) AND SEDIMENT CO N7Na \ PHASING OF DEVELOPMENT D - IIMIM ASSURE 90L L5 TRAPPED PLANNING AND DEMON K1AMIllAI. .'_-__77A1A i.-6 1 r in � �Shcl': e° Ce 0 I°� `v �,r4s:Ax, \ it•�±iy,, 11111111101x�r.�. 'i, �~r x,. I II• v !■ •:i+ ii1 Ilii �uii%!Iiu;i 4.. \_______Iw...\FLnu ii �l' I ur 11 op 1 Z Z L.L il��l€Illll ,� , �t�r iiiOfr a \ \ iri \ �:Y ,101 �I11 h7rrN I II, Rllllha � � I "NI4€ 1114 111A1114' O Q �� 1MDOD STAKE JINN ° ar cars ■�� we M •;+�nnnl�o I•I �j�inr+i ;� it SII .... i,.; i 0...InesALONGSLOPECONTURS. ""' UJ Z PLACE WATTLES Manu d il'i ••��• •!; PROFILE _ - _ _ggill a o NOT TO SCALE .��-'ini"sds `: __- _= 0 \1 • mss--'.`e' ... ��. 0 INIERLOCI�D rx r 'pit:_--=- .1►,r::••_ ■ .: 8i *! 'm1L - eyrie SA/ 1.*N VISI[ �► -- - >►:.Yi; ,., AREA DRAIN `+ z Z POSTS AMD ATTACH - NOT TO SCALE WilViit,,L,C4i,4,-4:,,, f �. o�, F� AWhWHEAT STRAW, RYE '- ;ViCATCH BASIN ❑ O0SRTCfD LOOPS CRASS STRAW. +a.4n.•,4 -• ci.3`,:*" 1U,.a. .�STAIGOEII COCOKIl1T OR .�;rs�;'a '<<'s`' ~� "'` .,��.� t„'+ H JOINTS E)KCELSKOR WATTLES .;v±i'a-• ;e'!.L it •.i�•'i Z V J S I IDADI OVER rx r POSTS NOTES: c 4f44.S•Ig ,i'P" !�� iii�iw I �L 0 FROM TOE SLOPE - o ;.is+•�s u. FLOW ruiittltllvlt 1. BURY BOTTOM OF FILTER FABRIC 6' f s 4- 1IIIFIlIA1'� o1.1.1 (n O I VERTICALLY BELOW FINISHED GRADE. arlliU�l�°" , 17... r 2. 2'x 2" FIR, PINE OR STEEL FENCE ° I �,,,+�� 1In11WIratAi Mii ILLbo/yy '',, Z'^� . POSTS. ry 'ji• a"■ate i■u tlilr. +_+i!iLI1I$u%' - LL ' 4-•0r 3. POSTS TO BE INSTALLED ON UPHILL o SECTION onrr+ BOTroMI- - rnll�III �x, 0 w W SIDE OF SLOPE. , v riii rr _FLOW I1 " 4. COMPACT BOTH SIDES OF FILTER NOT TO SCALE Fi ll I ' T N�� 8 �;i FABRIC TRENCH. .�'^^ STAKING SPACING 0 - �� 5. PANELS MUST BE PLACED o/ 4' O.C. III .- #1 Ii1il TITLE m►nullrin{ FILTER FRAC ACCORDING TO SPACING ON DETAIL , P .1.1.,,..:::.1„;..0:......„,., llq�iiiir�i'u'i -- # DATE DESCRIPTION o NO.940 FLOW FLOW ". - ° - I 111111I k. c, MATERIAL - Inti! TNI XX w ROLLS. �-- fl 11 •.IiIIIU1Iili ii5 PROFILE co NOT TO SCALE DITCH INLET PLANVIEW Ili#a 'm IuM raq E a xuu�+�auvl Z a MINIM 1' NOTES: "y;4:132.,44.1:3 n' tih 011ERLAPPINOo co SI lel 1. STAKING SPECIFICATIONS: J ,• a SIDE 6" overlap of bags. �: ti:•..:❖:: ��':':'40':;::40+•:•:•:i:::�•'••'.�.•:•. ;:;:� o a. 1'X2" WOODEN STAKES NOTES: cn ::: 3::•: 'a:::; :"A:':•• � `s;:•% X.:.:••.:.:•:40:40::':•I: •:S• a b- ADDITIONAL STAKES MAY BE INSTALLED ON +%:•:::::::°:• : :.i::•:•::�::: :%:::•,:::•:3: . . FILTER FABRIC YAIERIIII 2,�� ,.;;.. ;, ; ;;; ; .;;,.;•::::. ::....:., DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR 1. ADDITIONAL MEASURES MUST BE o ".....:"...;:.::.,• : , OtáTk iiiiiii .,A• 1 FOR FURRIER IMF MIAl10N ON DESIGN GRIMM SEE 4 CF CLEAN „� Otak1 Inc SERVICES EROSK)N PREVIDGION LOPE TO DRAM SACK TO NAal 'r ir 808 SW Third Avenue, Ste. 30 SEDIMEN AM) T,� AL Cn1k) Portland, OR 972 LAMM 503. 287. 682 �` T www.atak.co —D ��.p PRQf�cf .:, 14 1rrrElRwouf RUM our MEM cnEonaN OF TRAVEL ``� �,N �/ _. C. :. GRADE 70 DRAM 10■UN 91573PEe. ti PRELIMINARY A. -� S� OREGON Nt T PTM �� qT 1 3 �� ilaW 11 V 1V.� I - 1s' IA 11.:6Y1' j EXPIRES: 12/31/2019 L, = -- -= o-_ ,»_t_1' PLAN VIEW _ i STAMP i ii.14: r,vu DBG PROPERTIES PLAN VIEW rx oiElkAp e'TYPI LLC NTS (*RN MUM) -CONTRACTOR TO MIME OSEC ION CF TRAVEL WATER SUPPLY 14 NAMTAM ir OF NA1ER AT ML TIES DOSTMO GRADE • 1sOFLTfR NAG aR ;' 1 ID ��1' AiPPRa11ED >� TV. l T1fP II ALIERNAIIVE I y� • 11 (SEN R£Ol>f1ED) \-1% QRcI -- ; I , .lt + ) / 4 4.•. 80'tl P ) ' I CONSULTANT II _r_. . s.•.•... 6 � r r_. . . . . s. . II+1► CONCRETE p SARs 112'QG 50711 NAYS 1-. IIi1� r_.r .:�r • • . _ ..ter • rr • • r_.:• _! t•r w:.: 'r : :�:��.a.._r_r••-•_• ��l Nil Ja4 MA COURSE IF—.N.—t1:SIF=11=11=11 TER FARM -'111141111=11----.N.-ii: =ilFil,if 11 1 �a1 .1 11.f1.117 As RECUMED NON-1110101 =TEXTILE PROFILE PROFILE NOTES; 1. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FOR FURDER ISpS1A1110N NOTES: AS NEEDED TO PREVENT TRACKING FROM TIRE ON DEMON OR1011A SEE WASH; SEDIMENT LADEN WATER MAY BE PIPED TO CHAPTER 4 OF CLEAN IIASSI 1, BIO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. AN APPROVED SEDIMENT TRAP. Nit CONTROL 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING (2) 1.x 2. WOOD STAKES OR TEDINDfTjrp CONN - APPROVED EQUAL PER BAG. 2. USE GEOTEXTILE FABRIC WITH AGGREGATE FOR A TEMPORARY 11RE WASH. OUTLET PROTECTIONI RIP RAP C.leanWater Services TIRE WASH —(DRIVE— THROUGH) aeanwater Services DRAWING NO. 820 REVISED 12-16 DRAWING NO. 870 REVISED 12-16 Cr) IIII Cf) Z =' W Q 2 WImm '' J CSC 0 Q oZ WCL O- z Q o0 0 Cr) o Ct U rZ z z Cil QSo � o CO W ° 0 0 MEM Uw W TITLE # DATE DESCRIPTION w XX iii •E g Z 5 0 T N J co O • [7 U W cv 0 r.- Z.—.) 3 REVISIONS Q 0 0 % n U SLH KDC 5-4 DRAWN BY CHECKED BY 0 PFI SUBMITTAL `o o STATUS ti a 02/26/2016 a DATE Li E17052 csr PROJECT NUMBER a. 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REVISIONS u� � ll � � ,�_ _ � _ - - -- - - -- .- �- r .., 1 � ■ � -��-irrri-r-r-u-rrrrn-�d � __..... -°---oPoo �T i ti: �. ,�, _i fl LrrTr C I u• ► m-r-u-- a-__i Uf �, I,,�,�,�, , a \TITTTF` • Ti-rrrl ._. • • — .__) Wt 'w k i/ i III III Ci \ 1 ...L j 1 I�L + ■ -WI�T�I��_ 1 if 1 _ -I � � �I�I� =� ®, ammi ■ I ��I I -. L� J�lan = 'I , i _. C C Ll-L� Ll ■ I DRAWN BY CHECKED BY N s Y f — — — — _ ~ ~ LI ■ 9 .� `' / PFI SUBMITTAL o 'I` ' 'r — — — ~ ~ ~ Y a ~ ~ ! — ` — — — ~ — _ STATUS .I _ — — _ _ _ 11 Iiii a 02126!2018 �' DATE -o a. ` \ FUTURE WALL ST PROJECT BOUNDARY EXISTING SLOPE 17052 E EASEMENT PROJECT NUMBER 61 INDUSTRIAL PARK (BY OTHERS) 80' 0' 80' 160' L 1 . 0 SCALE IN FEET ®2018 OTAK,INC. V if this drawing is not 22”x 34".it has been reduced/enlarged.Scale accordingly. a- EXISTING TREES TO REMAINOták, ---. - WALL SEE CIVIL TRAIL TO VARNS ST /� , Otak, Inc. 808 SW Third Avenue, Ste. 300 Portland, OR 97204 — �I 0 0 0 0 0 ° 6 0 `i 503. 287. 6825 / gm= 0 O 0 er ' _111.-____11, a o o ° o ° www.otak.COn' 0„, fo . ....... , ° ° ° °0, 411P+ :0 :0 :: ° ° ° ° ° ° •` a r • 0 ,-r.I I I ite 0 0 I..Rglki M; kY R” \ / I MU ■s !� - MIC — iso m* i ° ° 0 ° ° OREGON . 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SEE L2.0 SERIES FOR WATER QUALITY STATUS �� ° ° �p P ► ' ° • ° ° °. ` : ° • • FACILITY PLANTING, NOTES AND DETAILS. N. 8 '� 02/26/2018 • : ° . DATE a • Li �\ 17052 E \ O `, ° ° PROJECT NUMBER co ' 30' a' 30' 60' • * . ! ! Mi.. 11.1 L 1 • 1 0 c,_ • • t - • SCALE IN FEET 02018 OTAK, INC. O ii If this drawing is not 22"x 34",it has been - - - — reduced/enlarged.Scale accordingly. Otäk PLANT SCHEDULE _ A \ TREES DIY_ BOTANICAL NAME / COMMON NAME CONT CAL SIZE SHRUBS BOTANICAL NAME / COMMON NAME. CONT Otak, Inc e 88 CAREX ELATA 'AUREA' 808 SW Third Avenue, Ste. 20 / SEDGE 3 GAL Portland, OR 972 1110) 35 ACER CIRCINATUM / VINE MAPLE B&B 1 1/2" 7. 6 www.otak.corr o 299 CORNUS SERICEA 'KELSEYI` / KELSEY' DOGWOOD 3 GAL 111:111 8 ACER GRISEUM / PAPERBARK MAPLE B&B 1 1/2" 0 176 EUONYMUS FORTUNEI 'TRICOLOR' / TRICOLOR WINTERCREEPER 5 GAL 872 •l / - !ii/ • 7,,.IkIM OW Q 131 LIGUSTRUM JAPONICUM 'TEXANUM` / WAX LEAF PRIVET 3 GAL % 09/29/2015 Nr-II� OREGON C CY 0 169 LIRIOPE MUSCARI 'BIG BLUE' / BIG BLUE LILYTURF 1 GAL 4pEPR Alc„ j 12 ACER RUBRUM 'RED SUNSET' / RED SUNSET MAPLE B&B 1 1/2" 1EXPIRES: 9/30/2018 T 110 LONICERA NITIDA / BOX LEAF HONEYSUCKLE 5 GAL STAMP �.�1/ - -,r nu 1- 'Thnfz-tom '. U 235 MAHONIA AQUIFOLIUM / OREGON GRAPE 5 GAL A 3 CERCIS CANADENSIS / EASTERN REDBUD B&B 1 1/2" DBG PROPERTIES LLD 0 90 MAHONIA NERVOSA / OREGON GRAPE 3 GAL 0 23 CHAMAECYPARIS OBTUSA 'GRACILIS' / SLENDER HINOKI CYPRESS B&B 6'-8' HT. 3"4 192 MYRICA CALIFORNICA / PACIFIC WAX MYRTLE 5 GAL 0 15 CUPRESSUS SEMPERVIRENS 'STRICTA' / COLUMNAR ITALIAN CYPRESS B&B 6' HT. • 0 726 NANDINA DOMESTICA 'GULF STREAM' TM / HEAVENLY BAMBOO 3 GAL CONSULTANT • 42 NARCISSUS SP. / DAFFODIL 3 BULBS 16 GINKGO BILOBA / MAIDENHAIR TREE B&B 1 1/2" ;: 64 OSMANTHUS DELAVAYI / DELAVAYI OSMANTHUS 5 GAL O 180 PENNISETUM ALOPECUROIDES 'HAMELN' / HAMELN DWARF FOUNTAIN GRASS 3 GAL • 10 LAGERSTROEMIA INDICA 'CENTENNIAL SPIRIT' / CRAPE MYRTLE B&B O 25 PENNISETUM SETACEUM 'FIREWORKS' / FIREWORKS FOUNTAIN GRASS 3 GAL • O 171 PHILADELPHUS LEWISII / WILD MOCKORANGE 5 GAL 10 LIRIODENDRON TULIPIFERA / TULIP TREE B&B 1 1/2" o 104 PHOTINIA X FRASERI / PHOTINIA 5 GAL Q 9 PIERIS JAPONICA 'VALLEY VALENTINE` / VALLEY VALENTINE JAPANESE PIERIS 3 GAL U11) 1 O 6 PICEA ABIES 'CUPRESSINA' / NORWAY SPRUCE B&B 6` HT. Cf 241 POLYSTICHUM MUNITUM / WESTERN SWORD FERN 3 GAL Z 11, 69 RHODODENDRON X 'PJM' W Q / PJM RHODODENDRON 3 GAL J w 21 PINUS STROBUS / WHITE PINE B&B 6` HT. O 56 RHODODENDRON YAKUSIMANUM / YAKU RHODODENDRON 3 GAL 0 O 123 RISES SANGUINEUM / RED FLOWERING CURRANT 3 GAL 2IX W Q = 0 222 ROSA X `RADTKO` / DOUBLE KNOCK OUT ROSE 5 GAL elO r�r^� ,O. 13 PINUS SYLVESTRIS / SCOTCH PINE B&B 6' HT. W vJ Et e 38 SPIRAEA X BUMALDA 'LIMEMOUND' TM / LIMEOUND SPIREA 3 GAL < 0 WI-1-1 0to ._ J \\1\ti 1 1l// 0 270 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY 3 GAL < 0 /i 0 0W U • 20 PSEUDOTSUGA MENZIESII / DOUGLAS FIR B&B 6' HT. O 1 VIBURNUM DAVIDII / DAVID VIBURNUM 3 GAL LL U ❑ //tel/ \��\\ 69 WEIGELA FLORIDA 'JAVA RED' JAVA RED WEIGELA 5 GAL MI O 0 Z CD / Hz Q LL U ' S J • 11 PYRUS CALLERYANA 'CAPITAL' / CAPITAL CALLERY PEAR B&B 1 1/2" GROUND COVERS BOTANICAL NAME / COMMON NAME CONT SPACING TITLE # DATE DESCRIPTION r 1 ,854 SF ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' / MASSACHUSETTS MANZANITA 1 GAL 24" o.c. xx J \ l\ 23 QUERCUS RUBRA / RED OAK B&B 1 1/2" : .. ,..,: :• [5. _ i.•:: 597 SF LAURENTIA FLUVIATILIS / BLUE STAR CREEPER 4" POT 12" o.c. J J••,.i•7. 1 O7 `,'y."rr= 64,106 SF LAWN / LAWN N/A N !t- O j 26 RHAMNUS PURSHIANA / CASCARA B&B 1 1/2" 0: // REVISIONS / / 4,992 SF LEPTINELLA SQUALIDA PLATT'S BLACK' / NEW ZEALAND BRASS BUTTONS PLUG 8" o.c. S 0 23 STEWARTIA PSEUDOCAMELLIA / JAPANESE STEWARTIA B&B 1 1/2" sLH KDC G.G,rr� DRAWN BY CHECKED BY • b7.267:11 �� 1 ,597 SF MAHONIA NERVOSA / LOW OREGON GRAPE 1 GAL 24" o.c. G.G,r igi PFI SUBMITTAL STATUS I 8 TSUGA MERTENSIANA / MOUNTAIN HEMLOCK B&B 6'-8' HT. p`-' 02/26/20 18 V >ooc, 29,464 SF MAHONIA REPENS / CREEPING MAHONIA 1 GAL 36" o.c. a• �oo � DATE a J ;DODO 17052 i 1 . as llpj ��•��• n PROJECT NUMBER ��I 2,640 SF RUBUS CALYCINOIDES / GREEN CARPET RASPBERRY 4" POT 12" o.c. coda 13 ZELKOVA SERRATA / SAWLEAF ZELKOVA B&B 1 1/2" +�� N . . . . L "I • 1 1 Q . . . • 71 ,604 SF SEED MIX NATIVE PLANT SEED MIX / SEED MIX SEED 02018OTAK, INC. o If this drawing is not 22"x 34",it has been d reducedlenlarged-Scale accordingly 1 5, 'I 0-1........ Atak6k .,, Otak, Inc 36' GRILL INSERT 808 SW Third Avenue, Ste. 30 36 NB BY AMERICAN OUTDOOR t —____ GRILL, OR APPROVED EQUAL Portland, OR 9720 / SEALED CONCRETE 503.www otak�c0 7-6" COUN IERTOP OR APPROVED EQUAL SI lo 872 ..� :J.14Ii 4� 09/29/2015 'ri.4 ALAN WEw �� OREGON AoS Z-6" 4 P Ag ill O S / 'EXPIRES: 9/30/2018 I 36" GRILL INSERT 36" GRILL INSERT STAMP 36 NB BY AMERICAN OUTDOOR 36 NB BY AMERICAN OUTDOOR GRILL, OR APPROVED EQUAL GRILL, OR APPROVED EQUAL �----SEALED CONCRETE ® SEALED CONCRETE f �r"�� `�� COUNTERTOP OR COUNTERTOP OR J APPROVED EQUAL APPROVED EQUAL NES D ✓Btu RA � .❖.•.,.,.,,❖.,,.•.,.... . :•: :•'.❖:G! . .. ... ....' .. . STfT ADDRESS GAS TTMER 1 > -.::.::-._:T....-.. 11 ' % '� VERTICAL REBAR Ccs `�, C� CIiiilCITY, STATE IPCODE r . I #4 ® 16' — ' :......:....7,... CULTURED STONE ►- CULTURED STONE j :.....:t.„:▪•:;.•..-. 11 VENEER k 31 X VENEER j "rfj MORTAR JOINTS' _ _, — LOCKABLE STAINLESS / •:;:::::".:......:„.▪",M1 CULTURED STONE 11 11 STEEL ACCESS DOORS 3'-8" � VENEER 3'-6• 7.:...::' EMI 2 / V-9" / 1 CONSULTANT r 8"x8 x16" CMU j BLOCK, FILL VOIDS • . /,• WITH GROUT 7. " • // .f CENTRAL VOID j ▪ •*e .7 LARGE ENOUGH TO / HOUSE PORTABLE \[ " _ PROPANE TANKr r • " I J . I I F:NISH l;RAIlF =1 I I�I i If I I�'I 11— FRONT ELEVATION COMPACTED 3/4" MINUS BASE ROCK, • • • — 1 1-1 1 I1--'I 4" DEPTH G `' 14 , 111--1 11E1 I Ill=___ - 1 = I1=1I1E-11 1- CONT. 6–#4 BAR -----7."--=—._..17=.' 1 I-1 l 1— 1 tI 0rt•,••° 1. j. • 'f!•••tw *7.11+'4'!.0.00 x{ 0t..00.•�#0 0 r" r: 14 BAR O 24' COMPACTED 3/4" SECTION MINUS BASE ROCK, 4" DEPTH PATIO GRILL CONC. FOOTING 2 Cl) 12"D x 36'W SCALE NOT TO SCALE 1.12 I.'.." z III ROOFING TRIM IS COLOR MATCHED 2 TO ROOF, Ii-- u) NOTE: THIS IS A -_J 24 GA., GALVALUME COATED, PLANNING LEVEL DRAWING, Ce Q KYNAR 500 PAINTED, STEEL ROOFING PANELS. SEE COLOR THE STRUCTURE SHOWN IS SUBJECT TO a z F- MATRIX FOR AVAILABLE ON-GOING DESIGN REVIEW AND O W COLORS. UPDATE. EXPECT SOME CHANGES (] TO MATERIAL SIZES AND GENERAL u C21, DIMENSIONS. ONLY USE DRAWINGS / PROVIDED WITH ENGINEEREDa O w W J, STRUCTURES FOR CONSTRUCTION, .. . Ci) SEE FINISHES / ROOFING PAGE FOR: : il < LL FRAME FINISH OPTIONS 0 °Q LIJ U -._ • POWDER COAT AND ROOFING a lU` / COLOR SELECTION F- Q REF, ° TONGUE & GROOVE, 1.1- U ❑ STRUCTURAL INSULATED PANEL AND METAL ROOF OPTIONS % Lil 0 (f) ° OTHER ROOFING OPTIONS ❑ z SEE ORNAMENTATION PAGE FOR: A U ¢ J - - - - - - -- - --- --- - - - - - - - - - ORNAMENTATION PATTERNS `� ��J RAILING PATTERNS TITLE ' COLUMN OPTIONS _ 21' REF. ° CUPOLA OPTIONS a # DATE DESCRIPTION N 7 THIS SHELTER PROVIDES 210 SQ. FT. Q 4, OF SHADE, 0 T SHELTER MODEL: l , 12 MONOSLOPE 10X21 MSL-10X21 N n SCALE. REV LEVEL DATE. 8'-0, it 1136 A 3/19/2008 REVISIONS D 8'-9. UNDER �� < REF. LOWEST a; �I .l: �� o �' r-PERIMETER r MEMBER 0 0 0 0 SLH KDC — _ _ _ DRAWN BY CHECKED BY ti �. PARK ARCHITECTURE PFI SUBMITTAL 1STATUS o Designs and calculations of Poligon buildings are protected under copyright o laws and patents and may not be used in the construction or design of a 02/26/2018 FINISH GRADE building that is not supplied by Paligon. DATE by PORTER CORP a_ J PERTERC[P, 4240 N. 136th AVE, KILAN1I, MI 49424 SffET 17052 www,poligon,corn 616-399-1963 ELEVATION VIEWS PROJECT NUMBER a, Copyright laws protect the style and visual a ,earonce of the strvctre'tie patents nay protect other parts of the deslgn co a)- Ll • 12 ,, ciNfa SHADE STRUCTURE 1 a SCALE: NOT TO SCALE 1.12 ©2018 OTAK, INC. If this drawing is not 22"x 34".it has been d reduced/enlarged Scale accordingly ALL JOINTS ARE I _ 5'-11" ' -1' Otäk FULLY WELDED t - n� s NOTE: ON UNDERSIDE �'� r - -C L, OF CHANNEL _ -L A)aL HANSEN TOP RAI S CAN ! /� BE INCORPORATED INTO THIS FENCE SYSTEM. SEE TOP OtakInc IMOD ares cslURAL I1 RAIL PROFILE PAGE FOR ALL . 3'-6" SITE FENCE 11, HAIV SE 60" MAX POST SPACING HANSEN TOP RAILS 808 SW Third Avenue. Ste 300 SEE DETAIL 4, THIS POST SPACING 5'-11" O.C. , 0 6' SHEET Portland, OR 97204 I A R CH I ■ t E M SRA L 4,- SERIES 100 503. 287. 6825 SIN=Ya1=IL=MOM /Itis• / " RETAINING WALL. CORE FOR POST EMBEDMENT. www.otak.corr FL 11.1-11111-18111 FAX 1411-111-1411-111-11411-111-111111 SEE STRUCTURAL DIAMETER 1/2" LARGER THAN RAILING DRAWINGS. POST. POST TO BE CENTERED IN • HOLE. SET WITH GROUT .1 [PT POST _ _ ___ __ ___ 872 CAP / I I 1 ' U U U U U I U L U U L U_I U_JI U 6a •/ / - I'), • 4 " TYP. — .� " i II: .•�.II " "J � f o A W \ s ' ..I IP"IMP • 3 SHALL /,� 3'-} / r---- , 1 - ..I: " 2 3.— — 200X TOP RAIL o ? - 1 t 11-1 11-1 I I� I �=1 f 1=1 I ISI I �� 09/29/2015 PASS 12" OF POST EMBEDDED `J m - . 1 • .•: : . :._ 11E-111E11 1=III= OREGON / IN CONCRETE z W :,—� r H-----1111-H1 7 co Q .2 A. i .. . . 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I SEE STRUCTURAL RECOMMENDATIONS CHANNEL PUNCHED TO I�'' _ — — FOR INSTALLATION f DRAWINGS. • �, ; ALLOW PICKET TO PASS - 1=,II 11_111_ a : -111-11 _4• . 4 1.-' THROUGH 'd, . -I I l--III- I I =III -I I h CONSULTANT H is \ ` : . ; . .Ewn I I-11-- 7 •- _I 11= 4r 1--- 2111. © I11: T • Elf —=III—I I Ell 1-111 _ : . .. ;-• . 1 I-1} 1=111911 111----111: 0 SERIES 100 TOP RAIL 0 BOTTOM RAIL. C STD. 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Ot ak APPROPRIATE FOR CHILDREN 2 TO 5 YEARS OF AGE 9821 FEATURES: ACCESSIBLE TRANSFER STATION , 11A KID'S BENCH PERFORATED STEEL ROOF STAIRS WITH BALUSTER WALLS TALK TUBE Otak, Inc. VERTICAL LADDER VERTICAL LOOP CUMBER SAFE USE ZONE BORDER WIDE CHUTE, STAINLESS STEEL ——— � 808 SW Third Avenue, Ste. 30C -`` WITH 6' (15cm) RAILS -� /� \�`�`_ / 503. OR 97204 I= `, _ _ / 503. 287 6825 (5969 mm) ^ ç www.otak.com hN H H / \\ 2' 1 5 B' I i // \1 \ ^� .+ Li ( TOP VIEW 872 16 =1 p • :it • I 1 li. 48" N+T lD c I ip. . ,. M11 I w M N r I �� L ' 1, I0"t7':L-- --� I - d ,' 09/29/ 015 r 7'-Q" (2134 mm) ,� • v w w r , - y , } r k:E ,40 OREGON BOTTOM OF BEAM ----1 \\ / ;r exScoerxr PE PSSL-LX 1EXPIRES: 9/30/2018 PLAN VIEW '(ITI1 UV. 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CONSULT SEPARATES MODEL NO. 1583-3 ;Nr1 IM"' '-if REQUIREMENTS.JGIEER FOR EXACT DOUBLE BELT/SINGLE TOT SWING CONSULTANT SWING SET 9 UPPER PLAY STRUCTURE 6 TRASH/RECYCLING RECEPTACLE 3 SCALE: NOT TO SCALE 1.15 SCALE: NOT TO SCALE 1.15 SCALE: NOT TO SCALE 1.15 10'-0" w., '1'-0' MINIMUM 7'-10r, 1 1'-r" I \ I ' 4'-6 1/8" APPROPRIATE FOR CHILDREN 2 TO 5 YEARS OF AGE I 3' B" - 15'-0' IClir) SAFE USE ZONE BORDERFillill _ _ 11J \ 5,-10r, i . TOP VIEW W_- 2'-8- L_ / , (813 mm) I - I 1 I I I PLAN VIEW11 USE ZONE 9813 FEATURES: l �� i -6. P(TYPICAL) ACCESSIBLE ENTRANCE DECK I " / t (457 mm) I - _ - Ii 1 r i 7 13'-6' BALUSTER WALL I C ` 40 CO TOP OF POST BALUSTER WALL WITH J } SHIP'S WHEEL \ 48 / /, .-0"FINISHED COIL CUMBER 10' CONVEX/FLAT MIRROR PANEL ) • • • / GRADECe TOP OF PLATFIRM 30' % STEPPING PADS (5) 8" B,1 3 PE SLIDE CHUTE. STRAIGHT /, O 1r�� / /0 FRONT VIEW END VIEW6. 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L. N 5'-0" (1524 mm) �e N` _ TOP OF SPINNER 0 MODEL NO. 2013-6 „ {f'-� •:. LI▪- II 1 BENCH WITH ARMRESTS — TIMBERFORM GREENWAY TABLES WWW.TLMBERFORM.COM o -6 f TOP VIEW 216 2-6TABLE(DIRECT EMBEDMENT). O 0'-11" \ / ,-'T8„ I WWW.TIMBERFORM.COM REVISIONS 0'-0" TOP OF PLATFORM ...... I I 1 I O FINISHED GRADE s 4N v er 1ylr�i USE ZONE I I , 1 1'—�„ TOP VIEW o : %- SLH KDC -(4'-3") BOTTOM OF BASE y;,¢,; EQUIPMENT ONLY: �? 2' x 2' (0.7m x 0.7m) GRADE nn 2-6" 4 -` FINISHED GR DE 1..;.;:>r' (762 mm) I I 1`I-I l I DRAWN BY CHECKED BY o MINIMUM SAFE USE ZONE: i• 11 �� PFI SUBMITTAL r-. NOTE. FRONT VIEW 14 ■ ,4' (4.3m x 4.3m) 5/8' [16 mm] mm)(408" I I ilri irES CONCRETE FOOTING AND NO. 4 DIAMETER HOLES - STATUS o REBAR (BY OTHERS) PER LOCAL PROVIDED FOR r-- SOILSEPARATES MODEL NO. 1630-5-22-PL ANCHORS, BY _- CONDITIONS. CONSULT KID SPINNER OTHERS. 02/26/2018 2 REQUIREMENTS.EMENTS.ENGINEERCT FOR EXACT WWW.TIMBERFORM.COMG)ADEED DATE FRONT VIEW (TYPICAL-4) END VIEW G 'o d FRONT VIEW END VIEW 17052 J E • PROJECT co N O O] cCD o KID SPINNER 7 BENCH 4 PICNIC TABLE 1 N C4 I L 1 • 1 5 QSCALE.' NOT TO SCALE 1"15 SCALE. NOT TO SCALE 1.15 SCALE: NOT TO SCALE 1.15 Q 2018 OTAK, INC. Q iAo If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. . .___,cy- , I, tak.1 ��1/� �/� �/� /, GROUNDCOVER PLANT - � --�� - -\1 MULCH AS SPECIFIED. KEEP UTILITY NOTE: _......000. 4 , � 1 �� Th(r1 / CLEAR OF SHRUB STEM BASE. Z " "l' "' "�' "' '" "";' "" 1` " " FINISH GRADE CONTRACTOR IS CAUTIONED THAT EXISTING UNDERGROUND FACILITIES OCCUR THROUGHOUT THE 0tak, I11C. PRUNE CANOPY AS CHAINLOCK TREE TIE. SIZE LOOP TO / , r � � �j� f \ �fe) WORK AREAS INCLUDING BUT NOT LIMITED TO POWER, GAS, TELEPHONE, WATER SUPPLY, AND 808 SW Third Avenue, Ste. 300 REQUIRED FOR FORM ALLOWTRUNKTWO-INCHSWAY. � ` �\�\� / \� ` \� � � MANUALLY LOOSEN ROOTBALL IRRIGATION. CONTRACTOR SHALL MARK THE FACILITIES BEFORE WORK, POTHOLE WHERE Portland, OR 97204AND TREE HEALTH. /� ��/ � �� /�� UNLESS NOTED OTHERWISE NECESSARY, AND PROTECT DURING CONSTRUCTION. IMMEDIATELY NOTIFY OWNERS 503. 287. 6825 All �� / � \ma SPECIFIED TOPSOIL REPRESENTATIVE IF ANY CONFLICTS ARE FOUND. www.otak.cofr SET CROWN 1-1/2" / �� \�� \ ABOVE FINISHED GRADEty i/\ /` ' /` /` / �/ / /\ / / A< MULCH AS SPECIFIED FINISH GRADE .+ SUBSOIL THOROUGHLY 872 i►.1 TILLED TO s DEPTH. `ANDSCAPE NOTES: /� KEEP MULCH CLEAR OFly TRUNK BASE. REMOVE TOP 1/3 OF BURLAP FROM TOP OF `.♦`.,`.♦� • ROOT BALL. REMOVE WIRE CAGE, CLIP AND I.�.�I��.�I.�.�I'�.� NOTE. ,. REMOVE ALL TWINE FROM BASE OF 1. GENERAL: SEVERAL OF THE FOLLOWING NOTES SUMMARIZE THE PROJECT SPECIFICATIONS FOR THE 09/29/2015 (2) 8 FT.X 2X2 INCH \I P \41111111164'llk ROOTBALL.r, A SLICE ROOTBALL VERTICALLY AS •��♦ •♦ • TILL SOIL SO THAT THERE ARE NO CONTRACTORS CONVENIENCE. IF A DISCREPANCY EXISTS BETWEEN THESE NOTES AND THE PROJECT �� OREGON&.4%r ' STAKES, STAIN BROWN. , SPECIFIED AT THREE EQUIDISTANT CLODS OR CLUMPS LARGER THAN 1 1/2" SPECIFICATIONS THE SPECIFICATIONS SHALL OVERRIDE. WIRE TIE DOWN 4 INCHES LOCATIONS TO CUT CIRCLING ROOTS. DIA• PE AR FROM TOP OF STAKE; 2. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE IF THERE ARE ANY DISCREPANCIES IEXPIRES: 9/30/2018 I STAPLE IN PLACE. "� EARTH SAUCER /3 INCH RIM FOR BETWEEN THE PLAN AND THE EXISTING CONDITIONS THE OWNERS REPRESENTATIVE IS TO BE NOTIFIED r FOR TEMPORARY WATERING BASIN SITE FENCE DETAIL 5 IMMEDIA TEL Y STAMP BACKFILL PLANT HOLE SIDEWALK 3. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY OR CONTINUES W TH SOIL EXCA VA TED - SCALE: NOT TO SCALE 1.16 WORK IN ADVERSE CONDI TIONS WITHOUT PRIOR APPROVAL THEY WILL BE RESPONSIBLE FOR ANY �� FROM HOLE. DO NOT �- �l1 - - ADDITIONAL COSTS RELATING TO THE CONDITION. ADD ADDITIONAL ` . , 1= -LI_:_ c D �1�,¢ �]�� AMENDMENTS ADD = :( y , 1 _ � ROOTBALL DEPTH MINUS 2" 4. IMMEDIATELY NOTIFY OWNERS REPRESENTATIVE CONCERNING ANY CONDITION AT ANY TIME DURING S�T ADDRESS FERTILIZER A T o !, I I=III-' CONSTRUC710N THAT IS DETRIMENTAL TO THE HEALTH AND VIGOROUS GROWTH OF THE SPECIFIED SPECIFIED RATE. -I I I-I I - ,`'.' - \ PLANT MATERIAL. CITY, STATE DIPCODE -I =I _ !_ ',~,I _ l I, 24" DEPTH ROOT BARRIER III�I I I- 5. PROVIDE QUANTITY OF PLANT MATERIAL INDICATED IN PLANT LIST OR THE QUANTITY REQUIRED TO IIII i Ii I I I=I 11 SHRUB ROOT CROWN COVER AREAS INDICATED AT SPECIFIED SPACING, WHICHEVER IS GREATER. INSTALL 12 LF 24" DEPTH 'L EXCAVATE HOLE LEAVING A 7III-111- Iv p ROOT BARRIER CENTERED ON 2X THE SIZE -1 CONE OF UNDISTURBED SOIL -111E11 - 1' TO BE SET 1" ABOVE 6. IF AN AREA DIFFERS SIGNIFICANTLY IN SIZE FROM THAT SCALED ON DRAWING AND REQUIRES MORE OR TREE TRUNK AT CURB AND OF ROOT BALL AT BOTTOM. .I i 1=1 I 1 1 MA . SURROUNDING GRADE LESS MATERIAL THE OWNERS REPRESENTATIVE IS TO BE INFORMED. SIDEWALK EDGE. l-1 i- id: MULCH AS SPECIFIED, CONSULTANT 1-I I KEEP MULCH CLEAR 7. TOPSOIL: 8" DEPTH IMPORT TOPSOIL SHALL BE PREPARED AND AMENDED IN ACCORDANCE WITH THE l 1 i-I I_ OF SHRUB STEM BASE DETAILS AND SPECIFICATIONS. DO NOT APPLY TOPSOIL AT STORM FACILITIES. III_ TREE PLANTING -III-I 11_, 11110Itikkg--,�j w / BACKFILL 8. SOIL ANALYSIS: CONTRACTOR SHALL OBTAIN A COPY OF OWNER-PROVIDED SOIL TEST AND AMEND AND WITH ROOT BARRIER I I�I I II I I I 7�.. y` PLANTING MIX: FERTILIZE IN CONFORMANCE WITH RECOMMENDATIONS INDICATED IN THE REPORT. 8 --q11 .--h 1ri '� - 2" 9. COMPOST APPLY 4 INCH DEPTH SPECIFIED COMPOST OVER ALL PLANTING AREAS EXCEPT STORM SCALE: NOT TO SCALE 1.1 =111E-11 _ Ihi, FACILITIES. TILL IN TO IMPORT TOPSOIL TO A DEPTH OF 6 INCHES. NOTE: '1E11 I- I I I=I MEd lEl I I=I I-1-11111, 2 10. FERTILIZER: APPLY FERTILIZER TO ALL PLANT HOLES AND TURF AREAS OF THE TYPE, QUANTITY, SCARIFY EDGES _1 I I-I . -III= I 1 I=I 1 I= 1 MAX. APPLICATION METHOD, AND TIMING NOTED IN THE SPECIFICATIONS. DO NOT APPLY FERTILIZER AT STORM AND BOTTOM OF 1 =1 1= ;I I- 1=III= FACILITIES PLANTING PIT. 'Emil EN:I I: 1 II I =I I- 11 II I i III-, 'r" - _I I1 I I1 -711E,111,-,, 11. BARK MULCH: SPREAD 3 INCH DEPTH FINE-MEDIUM GRADE FIR/HEMLOCK BARK OVER ALL SHRUB BEDS. KEEP BARK CLEAR OF TREE AND SHRUB STEM BASE. 00 NOT APPLY AT STORM FACILITIES. CHAINLOCK TREE TIE: 3 PER , DIAMETER OF ROOTBALL 12" 12. PLANTING POCKETS: BACK FILL PLANT HOLE WITH SOIL EXCAVATED FROM HOLE. DO NOT ADD TREE EQUALLY SPACED W/ 1/2 ADDITIONAL AMENDMENTS. INCH GARDEN HOSE SLEEVE LOOP. TREE/SHRUB PLANTING ON SLOPE 4 13. PLANT MATERIAL: ALL PLANT MA TRIAL SHALL MEET MINIMUM QUALITY AND SIZE REQUIREMENTS REMOVE TOP 1/3 OF BURLAPin. ESTABLISHED IN THE AMERICAN STANDARD FOR NURSERY STOCK GUIDELINES. FROM TOP OF ROOT BALL. CO r SCALE' NOT TO SCALE 1.16 14. LEAVE PLANT NAME IDENTIFICATION TAGS ON TEN PERCENT OF ALL TREES AND SHRUBS INSTALLED TO REMOVE WIRE CAGE, CLIP AND SET CROWN 1-1/2" ABOVE AID INSPECTORS IN VERIFYING THAT SPECIFIED PLANTS HAVE BEEN INSTALLED. F"- REMOVE ALL TWINE FROM FINISHED GRADE. BASE OF ROOTBALL. SLICE `"la, MULCH AS SPECIFIED. KEEP 15. PLANT CENTER OF SHRUBS A MINIMUM OF 24 INCHES FROM ADJACENT PAVING. PLANT CENTER OF Z ROOTBALL VERTICALLY AS �' � `e= MULCH CLEAR OF TRUNK GROUND COVERS A MINIMUM OF 18 INCHES FROM ADJACENT PAVING. SPECIFIED AT THREE BASE. W EQUIDISTANT LOCATIONS TO -!_% 16. WHERE PLANT BED SLOPE IS LESS THAN 3% MOUND PLANTING BED AREAS 3% MINIMUM FOR POSITIVE CUT CIRCLING ROOTS. A1� MULCH - TYPE AND MIN. DRAINAGE. �---..-.z,_:,-..;di;�� WHITE PVC PIPE FLAG, 362 MULCH AS SPECIFIED - LONG DEPTH AS SPECIFIED 17. SEE SPECIFICATIONS FOR FINAL INSPECTION, MAINTENANCE, AND WARRANTY REQUIREMENTS UNIQUE TO �` r , CO `;� SHOVEL CUT LAWN EDGE. THIS PROJECT FINISH GRADE J ',-„,,.. c__ . `�� MULCH. FINISH GRADE TO BE BACKFILL PLANT HOLE ';'` ,r v% `:- / FINISH GRADE FLUSH WITH LAWN AREA18. SEE SPECIFICATIONS FOR OTHER LANDSCAPE CONSTRUCTION REQUIREMENTS. Ce WITH SOIL EXCA VA TED •��-= MAINTAIN MULCH 1/2" Q FROM HOLE. DO NOT !-` FINISH GRADE. BELOW TOP OF ADJACENT ADD ADDITIONAL A�`==� Z I- \ LAWN SHRUB BED �� AMENDMENTS ADD G►'�IMF EARTH SAUCER /3 INCH RIM 3%`MI'` � !3q MIN SURFACE ' FERTILIZER AT SPECIFIED �......... ..�........�� ' " FOR TEMPORARY WATERING y�" ' + I It + t I+ I t+ I I� �� " 'i' If w- I I-I 11' '/ 0RATE -I 1 I I I ;., I BASIN ��j7/7�� 1 --1//�� 3 . ,0 0 0%i III- lJ�. ' *�• w � LLJI-I II-..-1 1-- 1 I II a• .!.�� .!.a7�.! " -1 III I IIIIII=�1=111=III-I11 1741 1 11=11 1=11 =111--1 I- ;J�.` 1`. fes -I -III-III. I f I III I I I I I I f l III i W .;. ,I-!I I I Et Q o 2"X 6''X 30" WOOD I ---- '_ ''' _ - PA VING, CURB, WALK. Z STAKES SET A MIN. _ - - EXCA VA TE HOLE LEAVING A NOTES: BASE ROCK J 6" BELOW FINISHED _I 1 11 1 I-1 1 E=1 1 1- CONE OF UNDISTURBED SOIL 1. THE MINIMUM SLOPE FOR PLANTING AREAS IS 3Z. ' Q GRADE A T BOTTOM. 0 0 t.U Ilk J IQ EVERGREEN TREE PLANTING 7 SECTION - PLANTING BED GRADING ›.-3 W 6- o 0 a Z PRUNE CANOPY AS 1 1 REQUIRED FOR FORM AND � Z SCALE: NOT TO SCALE 1.16 SCALE: NOT TO SCALE 1.16 TREE HEALTH. 4111;ir CHAINLOCK TREE TIE. SIZE LOOP TO (� ¢ J ALLOW TRUNK TWO-INCH SWAY. TITLE SET CROWN 1-1/2" ABOVE FINISHED GRADE FINISH GRADE # DATE DESCRIPTION MULCH AS SPECIFIED JO E SET CROWN 1" ABOVE ' BACKFILL PLANT HOLE WTH SOIL KEEP MULCH CLEAR OF REMOVE TOP 1/3 OF BURLAP z FINISHED GRADE. e EXCA VA TED FROM HOLE. DO NOT TRUNK BASE. FROM TOP OF ROOT BALL. REMOVE 0Di. ADD ADDITIONAL AMENDMENTS. p WIRE CAGE, CLIP AND REMOVE ALL (2) 8 FT X 2X2 INCH - PLANT CENTER ADD FERTILIZER AT SPECIFIED STAKES, STAIN BROWN. TWINE FROM BASE OF ROO TBALL. MULCH AS SPECIFIED KEEP r RA WIRE TIE DOWN 4 INCHES T SPECIFIED AT THREE EQUIDISTANT 1 SLICEAL ALLY AS n 04 MULCH CLEAR OF SHRUB FROM TOP OF STAKE; STEM BASE. TOP OF MULCH STAPLE IN PLACE. -- 4 LOCATIONS TO CUT CIRCLING csi1/ ROOTS. FINISHED GRADE - I�T` BACKFILL PLANT HOLE 1 EARTH SAUCER /3 INCH RIM REVISIONS o T 7 /14 Q = I h -111 .=, - - _ WTH SOIL EXCA VA TED FOR TEMPORARY WATERING nm 1- -I =_ = - FROM HOLE. DO NOT - ,,,:,�,��" _- - BASIN g ti# �"Kt,4 S S \ o 0 1 I' _ I MANUALLY LOOSEN ROOTBALL ADD ADDITIONAL III I I _ p / IIII_ o S 24" FOR SHRUBS -I -.17 UNLESS NOTED OTHERWISE AMENDMENTS ADD = 1= -I i SLH1111 KDc L) 010. 18" FOR GROUNDCOVER .+ 111_H - - - - _ FERTILIZER AT co -. I I = 1 __ = r ROOTBALL DEPTH MINUS 2" DRAWN BY CHECKED BY c•J - - - - --� HOLE SPECIFIED RATE -I = �- +1 IIN PFI SUBMITTAL I_ H _ _ SCARIFY EDGES AND BOTTOM OF „ I I I I I I I- -!` - 6 EDGE OF PLANT BED, CURB - I1 I_ -� 1 I-III--I i I I STATUS c WALK, FENCE OR WALL Ii-III--t I I-t I I-I EXCA VA TE HOLE LEA VING A o = DIAMETER OF OF ROOT BALL CONE OF UNDISTURBED SOIL DATE02/26/�. 2r THE SIFE 4 a_ S SPACING ON CENTER 0.C.) AS SHOWN ON PLANS ROOTBALL a° AT BOTTOM. DATE Li 17052 E PROJECT NUMBER co 7, PLANT SPACING 6 SHRUB PLANTING DETAIL 2 TREE PLANTING DETAIL 1 CO 1,11,161.16 1 6 CV- , SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE NOT TO SCALE Ll ■ , O a OO 2018 OTAK, INC. E 0 If this drawing is not 22"x 34",it has been o_ reduced/enlarged.Scale accordingly. Otak LIDA FACILITY PLANT QUANTITIES NOTES: REQUIRED PLANTS PROVIDED PLANTS 1. ALL FACILITIES TO BE PLANTED PER CWS GUIDELINES L a 2. SEE L2.8 FOR PLANTING NOTES AND DETAILS h Otak, Inc. LIDA 4 Required a o y a E FACILITY FACILITY 115 Required# 100 Required# #of m a . 2• o c y Total# a O 4 Total# 808 SW Third Avenue, Ste. 30C TREATMENT of Herbaceous of Herbaceous Shrubs 100sf g E " a ''b x 1 ti. 1 Herbac. A A Shrubs Portland, OR 97204 AREA Plants/1005f Plans/1005f / 4° a t° o h c f, t 503. 287. 6825 8 a a. obi •ti Provided S". ami s^ a° Provided www.otak.cOrr 1 M1 725 725 29 103 167 167 126 163 726 39 39 M2 741 741 30 104 171 154 161 154 744 34 34 VP 404 404 16 80 120 61 70 78 409 16 16 AI 872 M4 813 813 33 184 171 154 156 154 819 43 43 M5 1,059 1,059 16 326 339 107 413 1,185 16 ■' / _/ • M5a 180 180 7 38 75 75 188 7 7 .1.7,:* IN • A'a "1 D9/29 2015 M6 993 993 40 218 210 188' 200 179 995 50 50 % � R1 779 896 301 274 324 899 OREGON .��' R2 648 745 324 101 325 750 4 'E AS y R3 785 903 431 473 904 R4 736 846 424 423 847 IEXP1RES: 9/30/2018 1 R5 993 993 40 173 257 282 282 994 44 44 STAMP R7 273 314 157 160 317 RS 784 784 31 99 199 243 243 784 34 34 —� J Lf r^11 R9 524 603 296 308 604 R10 967 1,112 566 548 1,114 DBG1PROPERTIES R11 569 654 321 339 660 rLLC R12 679 781 392 392 784 R13 640 640 26 58 112 155 167 149 641 26 26 - - - R14 347 347 14 38 73 79 85 73 348 14 14 R15 697 802 401 401 802 R16 785 903 457 448 905 R17 736 846 425 425 850 I R18 228 262 104 70 88 262 / CONSULTANT R19 128 147 60 41 49 150 R20 115 132 54 36 45 135 ' R21 200 230 93 62 78 233 R22 159 183 75 50 62 187k; W8 501 576 309 271 580 0 0 77 ' W9 702 807 405 405 810 • "ft;tit.di ---,„ ---____I i a. , Z , ,.:.4.04. =my f , _,:* -A- / lam." *a „....„,.......„6 / 4 0 (11111) U • If* (jo ?Ile ''' Q i / 1.... 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SCALE IN FEET ®2018 OTAK,INC. g c If this drawing is not 22"x 34",it has been CI_ reducedlenlarged.Scale accordingly. Otak W8 LIDA FACILITY W9 LIDA FACILITY /� lik Otak, Inc. 808 SW Third Avenue, Ste. 300 PLA\T SCHEDULE W8 PLA\T SCHEDULE W 9 Portland 2O8 96825 www.otak.com GROUND COVERS QTY BOTANICAL NAME / COMMON NAME CONT GROUND COVERS QTY BOTANICAL NAME / COMMON NAME CONT �■■■/■\ ■■\■\\\\\■+M■■�■■■�>w■\\■ ♦ ♦ • BA* 4IIMIlmaigirsill ■ ■ ■ ■ a1 ■ ■1 a ■ 1 ■ ■ ■ ■ i ■ ■ 872■1■ ■■ ■1309 CAREX OBNUPTA SLOUGH SEDGE 1 2 GAL. 1 1:1 :1:■ :■: ■::::: i: ;�: :■ :.'� 405 CAREX OBNUPTA SLOUGH SEDGE 1 2 GAL. 72/ / ■ 11 ■ 010 ■ ■ ■ aa ■ a■ a■a1a■ ♦ ♦• / /■ ■1 ■ 1■ ■ ■ ■ 11 1 ■ 1 ■ ♦•♦♦♦ �� I Inn 'M ■■\\■ ■\\■11■\■t1■■\\■1■■\\\\■ ♦�•�� ■■tiff aar ■1%■1r:■1■11 1114111800 1 k 'f'00.000 MOON' rr r r r i " 09/29/2015 rI / /1r/ /t / y 1 1 � � `�� rr rrr r r r r I� CY 1 �y1It 1 i y ` 271 JUNCUS PATENS CALIFORNIA GRAY RUSH 1 2 GAL. r r rr ! rrr405 JUNCUS PATENS / CALIFORNIA GRAY RUSH 1/2 GAL. OREGON 1 t + I / / rr r' rr `��`�� 1 1 1 1 l y 1 1 1 1 1 1 1 1 y l l t 1 1 1 \,,,", � j I I 1 1 1 1 + + y y 1 1 11111 _ I 1 I _ _ i 1 + + ! ! E 1 { 1 t t I 1 L� E AR (EXPIRES: 9/30/2018 1 STAMP _r--ifrA JA-1- 1—L, DBG PROPERTIES i LLC CONSULTANT 0 0 Z a . J O. C7 Z 1- Z a J CL CO 1- l' I J Z 0 W Q U. E H rX -J a < Z m CL w a a oz w a w ci) °ea 1...0 ; W a � a J 46 o, W ° o _ Z LI- o n TITLE # DATE DESCRIPTION XX r, . E w z 0 N J REVISIONS 3 a N o SLH KDC v DRAWN BY CHECKED BY N v PFI SUMI BTTAL t' STATUS 5) I a 02/26/2018 U EE DATE cp 17052 U PROJECT NUMBER E L ca icil N 10' 0' 10' 20' L2 . '7' 7 .. .......... o . C' 2018 OTAK. INC- ¢ SCALE IN FEET If this drawing is not 22"x 34",it has been .a o reduced/enlarged.Scale accordingly. i Otak ..._ 'iI1_ \lHH - ,,,, SHRUB ROOT CROWN rnalA �/ ' RAIN DRAIN AND OUTFALL 6% MAX SLOPE - I-I I- O SURROUNDING GRADE 1=1 I_ 1.5 Otak Inc. . W W W . PROTECTION H12 0.5% MIN SLOPE ;�I- 1 , - 808 SW Third Avenue, Ste. 300 : W W BUILDING OFFSET AND fc. 1!. "� �� i �,�'/�� `/'•;,..-W;„, =p I I Portland, OR 97204 3 II W 1 W W , IMPERMEABLE LhNER AS APPROVED •'xt*s•� a'/�t i f f y\\//\� f Zf�f • 1 \\e.' - �1/\ii\/ . -,- I 503. 287. 6825 :.if + + BY BUILDING JURISDICTION e ' • i i /\-(A"\ 1�' 1 \�\/\ • <''' 13 � ' �',\ ,� , f . r\\/'iif ' f • ter''', \\/':,` o I I=I ., , W W I • PERFORATED PIPE MANIFOLD •�� J ,\, ' �� \\\ \ .� ,� \\\\ \ +s• y VJWW.Otak.001T • •, W FOR LENGTH OF FACILITY: � S" / 1 f I `7.4,\<'; �. f iF f ...`</. / /\�/\//� �\ � ./ c' I�I=I W 4" MINIMUM. 'n • FLOW /� :41:4-41',..> >>./`%i\//\ \' f f R 1//��/<�/ j��j`/�\\i �y�s•c.tiI` �v, 4 �? BACKFILL • r. W 1 •. Z• 'N-INA'.- ��/%//''‘F".'.1,4,-:04.',.,-,.VT-4V,f. r\/�\441-4�`l' %\�. //.II i0114•141'-i' . SO -III--I I 4P + + + + STRUCTURAL WALL PERS* '\\`/ if f • • �i► \\, f F• f\/\\\\\\\\ ti, 1 �'JS�T/ • • PLANTING MIX. 872 W .. 1 _ W * BUILDING JURISDICTION •'Ir 1i •`+is T , - ','•.3 ,`%/ 'S.- " �!`\//\\/r,/ /�.'n, <,;:, 0 w - ! I-I I- t�i•� 'V f ♦ 4''', I" y if ff/// //~ ' r I �_ • ` / r * W 4. �-�. . }/ .;, ,6„., :i.� 4 %\ . / , �•.-�-"• -III-I I /�f� A .., •. . 4. W � W 41 : \ ; NOTE r.....7/ 2L ' Ic* W W a J TI fl. PLAN VIEW SCARIFY EDGES I=III- }=III I= +' 09/29/2015 J� ' AND BOTTOM OF II=I .. • -I I II =-- 1 I\ �� 1 MAX. I OREGON 6" TYP. 30" MIN.• OVERFLOW TO FLOWBOARSPREAOR DER GRADE - _ Tr III- I i -III-- ti CONVEYANCE PLANTING PIT I=1 I =III -III=III=_ 'PE AR _�-,� . � III=11 i I_ISI I I -1 X111M FACILITY WIDTH TRENCH;12" CRUSHED _ I I-1 yD/AMET R OF I I _77- al (EXPIRES: 9/30/201 B __/./._id ROCK OR GRAVEL �/ " ";• '" NON-WOVEN GEOTEXTILE ROCKKDAM 2.5 3"2 DEEP ADI AOM. SMOOTH ROOTBALL+12" �� ,,, 2" MIN FREEBOARD .� I =I 1 u 11cj NTERVALS, SLOPES IN EXCESS OF STAMP 6' MAX POND DEPTH HIGH DENSITY JUTE OR 5% COCONUT MATTING - II ,,}}I�,; SECTION - PLANTING 4N SLOPE 4 1-1._,4- � 8" MIN GROWING MEDIUM , tl .� _ i y� x[ I` k, , Y' SCALE. MTS. LS1.2 DBG PROPERTIES 12" - 1 1 �'•r.,._;:s, ,i � �H • 3" DEEP (3/4" - 1/4") CLEAN � I LLC I CRUSHED DRAIN ROCK 1` - • 9" DEEP (1-1/2" - 3/4') 8" GROWING MEDIUM LAYER II f\i`�� ` - CLEAN CRUSHED DRAIN ROCK '!../-...',-;,,-- ' . 11 OVERFLOW TO $EE LEGEND FOR., 1" DEEP INDENTATION CONVEYANCE PROFILE VIEW O.C. SPACING TO RETAIN WATER WATER PROOF PVC BOOT AND CLAMP OR APPROVED EQUAL NOTES: FOUNDATIONS DRAIN PER DESIGN SECTION A-A 1. COLLECTION AND CONVEYANCE OF OVERFLOW FROM FILTER STRIP SHALL BE SPECIFIED ON PLANS TO CONSULTANT APPROVED PUBLIC CONVEYANCE SYSTEM. / / �� 2. AOWITG LM SHALL IM USED TO AMEND THE TOP 18" THE FILTER STRIP, r` 3. FACILITY SHALL BE A MINIMUM OF 5' WOE, MEASURED IN THE DIRECTION OF FLOW. "\\\` K/ ��\ NOTES: 4. ENTIRE FILTER STRIP MUST HAVE 100% COVERAGE BY APPROVED, NATIVE GRASSES, WILDFLOWER BLENDS, 1. PRIVATE WATER QUALITY TREATMENT GROUND COVERS, OR ANY COMBINATION THEREOF. • ---.. , , --- ` , e� ILO LOT 2. 30" MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED 5. A GRADE BOARD,SPREADER, OR SAND/GRAVEL TRENCH MAY BE REQUIRED TO DISPERSE THE RUNOFF \ \ \ ,./•\‘‘... \, \ i \`V. \.\ \ \ # ON INCOMING FLOWS. �'2\/�/ 2 \' /y�//// `//\/ LOOSEN SOIL PRIOR TO PLANTING EVENLY ACROSS THE FILTER STRIP TO PREVENT POINT OF DISCHARGE/CHANNELIZATION. THE TOP OF THE \ \ \ /\/\/\� \/\ BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK. LEVEL SPREADER MUST BE HORIZONTAL AND AI AN APPROPRIATE HEIGHT TO PROVIDE SHEETFLOW \ / �/ / \ \/�` FIRMLY PACK SOIL WITH FOOT mow 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING � 2/ . �/ OF PLANTS DIRECTLY TO THE SOIL WTHOUT SCOUR. LEVEL SPREADERS SHALL NOT HOLD A PERMANENT VOLUME OF \ \ \ / / ` DO NOT BEND OR BREAK ROOTS. a 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR i RUNOFF. SPREADERS MAY BE CONCRETE PER CWS DETAIL #750. TRENCHES USED A5 LEVEL SPREADERS • TYPE OF PLANTS SEPARATION. CAN BE FILLED WITH WASHED CRUSHED ROCK, PEA GRAVEL OR SAND. \ \ � \� ..� \ /\\/ 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. 6. CHECK DAMS SHALL BE PLACED ACCORDING TO FACILITY DESIGN OTHERWISE: / / / / / 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF A. EQUAL TO THE WIDTH OF THE FILTER \ \/\ / \ /\/\/\\/ /\ FACILITY IS BELOW BUILDING FOOTING. \/\\/\ /\ /\\A r\\/\ �/\ 1\ /\)/\\(\ i SIZE OF PLANTS B. PLACED EVERY 10' WHERE SLOPE FxCEEDS 5%, 2.5" To 3" DEEP. 1 1 I I I iiiIII III III IiiIIIiii I I I I iii1I VEGETATED FILTER STRIP LIDA -- I - - - - - - - FLOW THROUGH PLANTER LIDA - - - _ _ _ _ _ _ = HANDBOOK C1eanWateer Services HANDBOOK CleanWater Services I -111-111-111-111-111-111-111-111- DRAWING 11 11 11 11 11 11 11 111--- Z DRAWING NO. 794 REVISED 03-16 DRAWING NO. 796 REVISED 05-16 Z mom -� PLUG PLANTING 3 Z 120 Law Impact Development Approaches Handbook ClcanWalrr`'Services 124 Low Impact Development Approaches Handbook CleariWater�Services N.I.S.ALsl.,� CIO Q E.• T S. J I- a_ z >0. MI 1- ON-CENTER SPACING J E _ It . 0 V iii. ic, -HIGH DENSITY JUTE OR A.,1410., ,.,,, �•_�•� CLUMP & SCATTER PLANTS SOCe U. 6" MIN- COCONUT MATTING STORMWATER FACILITY BLENDED SOIL 4. •i •• THAT AVERAGE PLANTING FREEBOARD FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED LIDA FACILITIES CONFORMING TO THE FOLLOWING: DENSITY IS EQUIVALENT TO GRID Z OVERFLOW TO- -3:1 (H:V) MAXIMUM SLOPE • GENERAL COMPOSITION - USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL, SAND, AND COMPOST THAT IS 1 �. r * SPACING Z CONVEYANCE. MAINTAIN 30-40% COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: 1191 MALINEAR • PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL, INCLUDING COMPOST, SHALL BEill (.9 STORM INFLOW POINTS T11 ,' CONDUCTED IN CONFORMANCE WITH ASTM C117/C136, AASHTO /T27, ASTM 0422/0114o, OR ASTM D6913. SEPARATION N FROM ALL LU �.; - THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH, 3/8 INCH, #4, #10, #20, #40, #60, OFFSET PLANTS TO AVOID STRAIGHT ROWS .. 4100, #200- THE GRADATION oP THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. O , re cl) 1 Z 3 SIEVE SIZE PERCENT PASSING `I'' wx r+f", 1 v I:• u�I i,t ly"r�^'J 1 INCH 04 Q 1' MIN IuI11 {i 7 ---.,z 5%".�', li ', 1,, I'll „ ,1 �� I iI # 0 40-100 • 'l l -,11-1 ,_, T .:l 1 1 -! �: -T # 40 1S-80 Cn ce 0. ='II I II I,! I :_ '1:1-'III- I 11 I 11I -- 18" MIN GROWING MEDIUM # 100 5-25 ,I I-- uy -31 -1. -I I 0. Ce SI I E- I I I LI # 200 5-15 in '_ II- I 11!-III I I 3" DEEP (3/4" - 1/4") • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES RANDOM PLANT SPACING PATTERN 2 a LU � - I - CLEAN CRUSHED DRAIN ROCK • IT SHALL BE WELL MIXED AND HOMOGENOUS. iiiijjjjjj1' " " '� OF WOOD PECESPLASTIC, AND OTHER FOREIGN MATTER.• LS1.2 c� - CLEAN CRUSHED DRAIN ROCK SCALE N. O _WI o a II OVERFLOW EYAN E COMPOST Z CONVEYANCE THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING MIMI NATIVE COUNCIL SEAL OF TESTING ASSURANCE (STA) PROGRAM. SEE WWW.COMPOSTINGCOUNCIL.ORG FOR A LIST OF LOCALLIM J SUBGRADE NON-WOVEN GEOTEXTILE PROVIDERS. C.) FILTER FABRIC THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELLTITLE 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 �\ MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET yl� # DATE DESCRIPTION PROVIDED BY THE VENDOR. XX • 100% OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. p • THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8.5 MAX. • MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE. CERAMICS, METAL, ETC.) SHALL BE LESS THAN 1.0% BY WEIGHT. • THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS), • SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. • MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGORco. . • STABILITY SHALL BE 'STABLE' TO 'VERY STABLE'. • CARBON/NITROGEN (G/N) RATIO SHALL BE LESS THAN 25:1, / BACKFILL SOIL • TRACE METALS TEST RESULT = "PASS." FINISHED GRADE z NOTES: i • ,� �� CONSTRUCTION _ - ', ,. , , - 0 1. PUBLIC WATER QUALITY AND/OR QUANTITY SYSTEM STORMWATER FACILITY BLENDED SOIL: _ 11 ,fr.•• ;Y - cv / • PROTECTION OF THE SOIL - THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, I- A LIE J 2. PROVIDE OVERFLOW CONVEYANCE SYSTEM, OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6" MAXIMUM Q _ 4r PONDING, PIPING TOA MINIMUM OF THE PLUMBING CODE OR CONVEY THE 25 YEAR STORM. INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE. ,r Vii - �' 3. IF USING THE NATIVE SOIL INFILTRATION FOR SIZING, THE RATE SHALL BE DETERMINED BY ASTM • WET AND WINTER CONDITIONS - HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE 41 ',y;.x SCARIFY EDGES AND BOTTOM OF O r- REVISIONS WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS "" HOLE -o STANDARD TESTING METHODS. O ,,'t.:•r a 4. FLOW DISSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:7. FLOW REPRESENTATIVE, a n cNi • PLACEMENT OF THE SOIL - PLACE THE MATERIAL !N LOOSE LIFTS, NOT TO EXCEED 8 INCHES EACH AND EACH .5 ` - "�F DISSIPATORS SHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL PER •DESIGN FLOW VELOCITY AT LIFT SHALL_ BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY 1--- - I: . , 1 1 1 I I 1 - cV ENTRY OF THE FACILITY, - Lc) COMPACT THE MATERIAL, 0 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 1B" MINIMUM OF I ti • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS - I I I l GROWING MEDIUM OR BASE STABILIZATION METHOD AS APPROVED BY THE DISTRICT. POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. SLH KDC N 6. VEGETATION TO BE USED IN WET AREAS OF THE BASIN IS PER APPENDIX "A" OF R&0 07-20 FOR • EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION DRAWN BY CHECKED BY THE WET MOISTURE CONDITIONS. MEASURES ARE FUNCTIONAL. v 7. VEGETATION TO BE USED IN OTHER AREAS OF BASIN CONFORMS TO PLANT LIST OF THIS HANDBOOK • PROTECTION OF THE INSTALLED SOIL - IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR rl AS APPROVED BY DISTRICT. EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO DIAMETER OF PFI SUBMITTAL w, KEEP WORKERS, PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD ROOTBALL + 12" STATUS J MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. _ NON-STRUCTURAL LIDA BLENDED SOIL LIDA 02/26/2018 DATE PLANTER/RAIN GARDEN SPECIFICATION FOR HANDBOOK CleanWater Services VEGETATED LIDA FACILITIES HANDBOO�C C1eanWate> Services [� 17052 DRAWING NO. 797 REVISED 45-1U DRAWING NO. 798 SHRUB PLANTING 1 PROJECT NUMBER SCALE.. N.T.S. LS1.2 E Clean4[�ater Scrvices Low Impact Development Approaches Handbook 125 126 Low Impact Development Approaches Handbook CJPanwaler�'Services L2 . 8 N O OO 2018 OTAK, INC. Q -o ,, If this drawing is not 22"x 34",it has been E reduced/enlarged.Scale accordingly.