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Plans (20) PLM2O18 -00146 ______. .. ._ . _ _ _ Otak RECF,I-"; ' ' '' . FIELDS APARTMENTS APR a � 2013 SITE UTILITIES Ota k, I n c T1 �s! ) 808 SW Third Avenue, Ste. 30 R X C4.1O SITE UTILITIES SHEET 1 OF 5 BUILDING �bi(�` Portland, OR 9720 82 R X C4.11 SITE UTILITIES-SHEET 2 OF 5 503. ota co www.otakcom R X C4.12 SITE UTILITIES SHEET 3 OF 5 IMPROVEMENT PLANS R X C4.13 SITE UTILITIES-SHEET 4 OF 5 ��D PROfFs R X C4.14 SITE UTILITIES-SHEET 5 OF 5 � 4, N EFR /may ' 91573PE X R C4.20 LIDA GRADING PLAN-R1-R5,R7,M1 PRELIMINARY T G A R D C:) R E G T N X R C4.21 LIDA GRADING PLAN R8 R10,R13,M2A,M2B,M3 S,�AOREGO oro X R C4.22 LIDA GRADING PLAN R11,R12,R14,M4,M6,W8,W9 Le T 1 3, 2 �`'� X R C4.23 LIDA GRADING PLAN-R15-R22 0, C H0..v SITE DETAILS EXPIRES: 12/31/2019 1 X X C5.00 STREET DETAILS � STAMP f- CCLLJ X X C5.01 STREET DETAILS -_,H__r_ITA. f-l-n_fnm_11_,,_ LLI X X C5.02 STREET DETAILS CITY OF TIGARD - Lu LL_I CL X X C5.03 STRIPING DETAILS Approved V DBG PROPERTIES U7 CL J STORM&SANITARY UTILITY DETAILS Conditionally Approved [ j LLC w O 1- See Letter to:Follow 1-- X R X C5.10 STORM AND SEWER DETAILS Attached... «. N� j \ Is._I w X=FOR REVIEW APPROVAL Permit Number:,ai-m. .(�l4-O() 4t. 7: y X R X C5.11 STORM STRUCTURE DETAILS . / Q I- H- R=FOR REFERENCE ONLY (NOT PART OF PERMIT; Addre S�[.y' +&z+ KrSt / X R X C5.12 STORM WATER DETAILS / WILL NOT BE INCLUDED WITH AS-GUILTS) By: _ Date: 5 ` IS ! // --___ U w W X R X C5.13 STORM WATER&LIDA DETAILS �7 ;,. / J Q =NOT INCLUDED �6 /�i 7730• ,� � � ; m X R X C5.14 STORM WATER LIDA DETAILS r7 ��/ � / o ',/ _� D � 7901 /8a�1 CONSULTANT SHEET INDEX X R X C5.15 STORM WATER LIDA DETAILS ` '� R'% / /i%', � WATER UTILITY DETAILS 98461 9�go 11141' / i GENERAL ' ,�,// !; X R C6.00 WATER UTILITY DETAILS .,� - ►:' ;.` �' X R R CQ.O COVER SHEET I X R G6.01 WATER UTILITY DETAILS s�!I,, :144ai •lll�r II #/// leamir ilL7 /. ' sWCR=STVIFINSTX X X C0.1 CITY QF TIGARD GENERAL NOTESPUBLIC IMPROVEMENTS(LANDSCAPE) l44 � I I i - C0.2 GENERALNOTES LS1.0 SWHUNZIKER&76THAVELAND APEPLANA' 1111011,,O. 44,, _ il \--- X X X C1.0 EXISTINGCONDITIONSPLAN X LS1.1 WALLSTREETLANDSCAPEPLAN .imi1.1 V RA L ITEP X LS1.2 PLANTSCHEDULE&DETAILS ,„, _, C O E L S LANJ X X XR�• X LS1.3 NOTES AND DETAILS I j C1.2 PRELIMINARY FIRE ACCESS PLAN 7r-r-- SW VARNS STREET X LS2.0 SW HUNZIKER STREET TREE&SOIL VOLUME PLAN 0 R 4. C1.3 OVERALL GRADING PLAN 4110k / x X R C1.5 PRELIMINARY PLAT X LS2.1 SW WALL STREET TREE&SOIL VOLUME PLAN 4 ::. v, ■ : • ��, X LS3.0 LIDA FACILITY PLANTING PLAN A �. /9. imp ♦ GRADING PLAN X LS3.i LIDA FACILITY PLANTING PLAN B %r ■■ . C= % % _ ill H X C2.00 GRADING PLAN-SHEET 1 OF 8 X LS3.2 LIDA FACILITY PLANTING PLAN C (1111) �o /r ri } li '�� �1 �-/%,' q ;= �� Eti X C2.01 GRADING PLAN-SHEET 2 OF 8 X LS3.3 LIDA FACILITY DETAILS n rill ••��■ t ��/I�`� i�'` PUBLIC ILLUMINATION PLANS ���� �� �- •` d .�cFJ ff c.) X C2.02 GRADING PLAN-SHEET 3 OF 8 Z 7.311! I X IL-01 ILLUMINATION NOTES AND DETAILS Cl. X C2.03 GRADING PLAN-SHEET 4 OF 8UNI 1 I / "� !� \ X IL-02 ILLUMINATION PLANS X C2.04 GRADING PLAN-SHEET 5 OF 8 IL-03 ILLUMINATION PLANS \ \• ~~ 91!MI rim 11 11 PROJECT �. 1 -- X2 ---LN'r SITE ` \ I 1 X C2.05 GRADING PLAN-SHEET 6 OF 8 EROSION CONTROL PLANS 7I W��� i�7 \ C2.06 GRADING PLAN-SHEET 7 OF$ i•-• � � I J ■I ��� alm r _. L\ X X X EC0.0 COVER SHEET 8 GENERAL NOTES 11E\ MCe INIM =11■r� \ r-' `���4 `� X C2.07 GRADING PLAN-SHEET 8 OF8 X X EC1.0 CLEARING&DEMOLITION PLANS(1 OF 2) _ 1■■ 1111111 +;11� a fa% _ 9��1♦!■■ 1111111i�1�,����rX C2.10 ROAD PROFILES DRIVE AISLE 1, 1+00 16+00 X X EC1.1 CLEARING&DEMOLITION PLANS(2 OF 2)Illiully= = Hca I �'� ) Z �1�1� �' !11'Il��"" �G i �FF� ;�� X C2.11 ROAD PROFILES-DRIVE AISLE 1, 16+00-20+10,DRIVE AISLE 2 X X EC2.0 GRADING,STREET,AND UTILITY CONSTRUCTION O a : O_. 1X X X EC2.1 GRADING,STREET,AND UTILITY CONSTRUCTIONLLI 0 pp ,\ \ C2.12 ROAD PROFILES DRIVE AISLE 3,DRIVE AISLE 4, 1+00 6+75 W X X EC3.0 EROSION CONTROL DETAILS < rx ,.\ x C2.13 ROAD PROFILES-DRIVE AISLE 4,6+75.12+60 0 w .0 Z I X X EC3.1 EROSION CONTROL DETAILS I I L. X C2.20 WALL ST WALL STA 0+84 TO 6+50 LANDSCAPE PLANS cn �^ •` VJ �.� ( X C2.21 WALL ST WALL STA 6+50 TO 12+01 X L1.0 OVERALL LANDSCAPE PLAN C:i 3 Ct o .... X R C2.22 POND WALL X L1.1 CLUBHOUSE LANDSCAPE PLAN VICINITY MAP X C2.23 WALL PROFILES WALLS A,B,C X L1.2 BUILDING 4&6 LANDSCAPE PLAN 0 LLI N.T.S. X C2.24 WALL PROFILES-WALL D X L1.3 BUILDING 5&6 LANDSCAPE PLAN W 0 w X C2.25 WALL PROFILES-WALL E,WALL F X L1.4 LANDSCAPE PLAN f--- z O PROJECT MAPo PUBLIC IMPROVEMENTS(ROADWAY) X L1.5 LANDSCAPE PLAN LL V v APPLICANT/DEVELOPER STORMVUATER ENGINEER N.r.s. X X X L1.6 LANDSCAPE PLAN L1.7 LANDSCAPE PLAN CURL TYPICAL CROSS SECTIONS TITLE # DATE DESCRIPTION NAME: DBG PROPERTIES, LLC NAME: OTAK, INC. X C3.01 SW HUNZIKER ST 10+00 TO STA 14+38.22 X L1.8 LANDSCAPE PLAN XX 8 CONTACT: WALTER"SKIP"GRODAHL CONTACT: TAMARA CONNOLLY, PE, CWRE X c3.02 WALL STREET STA 31+25 TO STA 36+50 X L1.9 LANDSCAPE PLAN ADDRESS: 2164 SW PARK PLACE ADDRESS: 808 SW THIRD AVENUE, SUITE 300 2 PORTLAND, OR 97205 PORTLAND, OR 97204 X C3.03 WALL STREET STA 36+50 TO STA 41+85 X L1.10 LANDSCAPE PLAN PHONE: (503)807-6279 PHONE: (503)415-2373 X C3.04 SW 76TH AVE TRAIL X L1.11 LANDSCAPE SCHEDULE X C3.05 HUNZIKER STREET STRIPING AND SIGNAGE PLANS X L1.12 LANDSCAPE DETAILS v SITE PLAN X L1.13 LANDSCAPE DETAILS C./ CIVIL ENGINEERISURVEYORIPLANNER TRAFFIC ENGINEERX L1.14 LANDSCAPE DETAILS o X R C3.10 SITE PLAN-SHEET 1 OF Z3 X L1.15 LANDSCAPE DETAILS NAME: OTAK, INC. NAME: KITTLESON AND ASSOCIATES, INC. REVISIONS A X R C3.11 SITE PLAN-SHEET 2 OF 4 X L1.16 LANDSCAPE DETAILS PLANNER: LI ALLIGOOD,AICP CONTACT: MARC BUTORAC, PE, PTOE ES ENGINEER: KYLE CHILDERS, P.E. ADDRESS: 610 SW ALDER STREET, SUITE 700 X R 03.12 SITE PLAN-SHEET 3 OF 4 X L2.0 OVERALL WATER QUALITY FACILITY PLAN SURVEYOR: JON YAMASHITA, PLS PORTLAND, OR 97205 SLH KDC C3.13 SITE PLAN-SHEET 4 OF 4 X L2.1 R1-4 WATER QUALITY FACILITY PLANTING PLAN N DRAWN BY CHECKED BY ADDRESS: 808 SW THIRD AVENUE, SUITE 300 PHONE: (503)535-7419 PUBLIC UTILITY PLAN X L2.2 R5-8 WATER QUALITY FACILITY PLANTING PLAN PORTLAND, OR 97204 PFI SUBMITTAL s PHONE: (503)415-2408 X R C4.00 SW HUNZIKER STREET X L2.3 R9-14 WATER QUALITY FACILITY PLANTING PLAN STATUS O 0 X R C4.01 SDO1 LINE STA 600+00 TO 604+50 X L2.4 R15-22 WATER QUALITY FACILITY PLANTING PLAN 02126/2018 z cp X R C4.02 SDO1 LINE STA 604+50 TO 609+30 X L2.5 Mi-3 WATER QUALITY FACILITY PLANTING PLAN DATE SITE INFORMATION X R C4.03 SDO1 LINE STA 609+30 TO 612+55 X L2.6 M4-6 WATER QUALITY FACILITY PLANTING PLAN 17052 v 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 N 7.93 ACRES (PARCEL 2) X R C4.06 WALL ST POND INLET AND OUTLET C 0 . 0 6- en ,,'6 NO "' NO ADDRESS (TAX LOT ID 2S1010001600) X C4.07 PUBLIC STREET LIDA ENLARGEMENTS m OO 2018 OTAK,INC. X C4.08 PUBLIC STREET LIDA ENLARGEMENTS o If this drawing is not 22"x34",it has been 0.. reduced/enlarged.Scale accordingly. . CITY OF TIGARD GENERAL NOTES CITY OF TIGARD GENERAL NOTES Otak 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 �® L .- 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. 300 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. STANDARD SPECIFICATIONS AND,ALSO, IN ACCORDANCE WITH A CITY(JOB SPECIFIC)APPROVED TRAFFIC CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. . PROFFs CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK S'�"�G1 NEF /p AREA. 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION �91573PE R l MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND,ALSO,ANY IMPROVEMENT WHICH MAY PRELIMINARY 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 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, S� OREGON �b co 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 �� 7'r 3, 'z° % 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 o01-y‘N-v SERVICE PROVIDERS. (MANHOLES, CATCH BASINS,WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT,AND THEIR RESPECTIVE X ANDY STATE PLANE COORDINATES, REFERENCED TO NAD 83(91). J EXPIRES: 12/31/2019 I 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 -� tl' ` STT OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND 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 ENGINEER/INSPECTOR 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, (503/639-4171)TO ESTABLISH A PLACE,TIME,AND DATE FOR A 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 CD 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. limm 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-ENTRYZ .1 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 Et 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. EASEMENTS. 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-ACCEPTANCE 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 IX rr 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 OF WORK TO ACCOMPLISH CLEAN-UP. DEFECTIVE WORK,AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING Om 0 I OF THE FACILITY. O Q 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND < �11�� 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♦ W I- 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 Q 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 J F. Q O FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE L.L. EF,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 u j AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING THE EVALUATION. N... > Z 1-- SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND H W STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 37. PRIOR TO ISSUANCE OF A SITE PERMIT, THE CONTRACTOR/PERMIT HOLDER SHALL PROVIDE A U 0 U 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 O 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 hi E HOLDERS EXPENSE. INVOLVED IN THE CONSTRUCTION OF THE SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THE 2 APPLICANT,AND SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE 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 3 ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT al HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. N CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 6 0 r, rn REVISIONS 3 a a U g o SLH KDC 6 DRAWN BY CHECKED BY N LO o PFI SUBMITTAL o STATUS 0 i- 02/26/2018 o DATE a J 17052 g_ PROJECT NUMBER rn m 0 • 1 i 0 N - o co (6 M ©2018 OTAK,INC. a - m o If this drawing is not 22"x 34",it has been a. reduced/enlarged.Scale accordingly. OtakGENERAL NOTES GRADING NOTES GENERAL UTILITY NOTES 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, �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.corr 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 QED PRO/. 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO COMMENCING WORK ON CALLING THE ADMINISTRATIVE CENTER. c,'``4�Gt NsE 42 THIS PROJECT. 4. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. 91573PE 13. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM 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. PRELIMINARY 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 0 OREGON *c3 GROUND IN ACCORDANCE WITH RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 14. HYDROSTATIC AND AIR TESTING OF SANITARY LINES, STORM DRAIN LINES, AND MANHOLES SHALL BE i.1-. ,oT 13 �° �� 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 F p CH\1.0t 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 GEOTECHNICAL5 I EXPIRES: 12/31/2019 CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER OR THE ENGINEER. IF SUCH MATERIAL IS REMOVED FROM THE SITE IT SHALL BE REMOVED AT THE CONTRACTOR'S PRIVATE SANITARY SEWER NOTES pro�,� GG per- a.'. sr. S., r)?-0 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 MINIMUM 36" ABOVE THE GROUND WITH THE END PAINTED GREEN. MARK TOTAL LENGTH OF 2"x4" AT l--14L r� 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 EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4" MARKER. 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 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 2. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034 (SDR 35) INSTALLED IN LLC EXISTING SURFACE FEATURES AND FENCING DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND TO STANDARD PROCTOR (ASTM D-698) OR EQUIVALENT. SUBGRADE SHALL BE COMPACTED TO A LINE ONE ACCORDANCE WITH ASTM D-2321, UNLESS OTHERWISE NOTED. THE SATISFACTION OF THE OWNER. FOOT BEYOND EDGE OF PAVING, CURBS, SIDEWALKS AND SIDEWALK EXTENSIONS. 7. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK. 8. ANY FILL PLACED IN BUILDING PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE CERTIFIED TO MEET 3 SANITARY SEWER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING CODE AND THE RECOMMENDATIONS OF OREGON STATE PLUMBING SPECIALTY CODE (UPC), LINES SHALL BE TESTED AFTER CONSTRUCTION IS ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY THE GEOTECHNICAL REPORT. COMPACTION REPORTS SHALL BE MADE AVAILABLE TO THE ENGINEER. COMPLETED (INCLUDING SERVICE LATERALS, BACKFILLING, AND COMPACTING OF BASE ROCK) AND THE NOTIFICATION CENTER. THOSE RULES ARE SET FORTH ON OAR 952-001-0010 THROUGH OAR 952-001-0080. LINES HAVE BEEN THOROUGHLY CLEANED. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY 9, ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) 4. UNLESS OTHERWISE NOTED ON PLANS, LATERALS SHALL BE 6" DIAMETER WITH A MINIMUM GRADE OF 2.0%, CONSULTANT QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. VERTICAL UNLESS OTHERWISE SHOWN ON THE PLANS OR SPECIFIED IN THE GEOTECHNICAL REPORT. 8. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH UNDERGROUND FACILITIES IN THE 10. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL 5. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN PAVED OR STRUCTURAL FILL AREAS. PROJECT AREA 24 HOURS BEFORE COMMENCING CONSTRUCTION IN THEIR VICINITY, ADVISE THE GEOTECHNICAL ENGINEER AND THE CIVIL ENGINEER OF THE CONDITION FOUND AND MINIMUM COMPACTING IN UNPAVED, NON FILL AREAS !S 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"-Q" 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 RELATED TO THE RECOMPACTION. ALL COMPACTION SHALL BE DONE IN • PRIVATE STORM DRAIN NOTES ��,L�,;� cls,' , , �,w.� C- �pL. � �qto 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF UTILITY TRENCHES, CONDUIT, VAULTS, CONFORMANCE WITH ASTM D698. PADS, PEDESTALS, AND UTILITY TRENCH BACKFILL IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND 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, CO 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 STORM SEWER PIPE SHALL BE PVC CONFORMING TO ASTM D-3039 AND INSTALLED IN ACCORDANCE WITH Elm 13. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE FOR REFERENCE ONLY. THESE PLANS ARE NOT MEANT NECESSARY PERMITS FOR RETAINING WALL CONSTRUCTION. ASTM D-2321, UNLESS OTHERWISE NOTED. TO SERVE BOUNDARY SURVEY PURPOSES. Z 14. ORGANIC MATERIAL (TREES, BRUSH, ROOTS, STUMPS, ETC.) SHALL BE REMOVED FROM THE SITE. STRIPPING 4, BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN STRUCTURAL FILL 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 MAYBE DEEPER IN WOODED COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREA IS 90%. COMPACTION 1S TO BE PER ASTM D-1557 UNI EXISTING FIELD CONDITIONS, SHALL BE APPROVED BY THE ENGINEER AND APPLICABLE REGULATORY AREAS. UNSUITABLE EXCESS STRIPPINGS SHALL BE DISPOSED OF BY THE CONTRACTOR. UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. AGENCY REPRESENTATIVE. GENERAL UTILITY NOTES E 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 15. AGV REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND PERSONNEL 1. ALL TRENCHES PARALLEL TO A 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 Elm NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. ANY DAMAGE CAUSED BY EROSION FOOTING. f-U c.(--.it._ 3c2,3 COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE LINES ARE THOROUGHLY CLEANED. Ce SHALL BE CORRECTED BY THE CONTRACTOR AT ONCE. 2. ALL PIPE AND FITTINGS WITHIN X0 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 Z (I) WITHIN THE BUILDING. FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE SIXTH O LU 16. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES, BEND OR OTHER APPROVED FITTING OF EQUIVALENT SWEEP. 17. ALL OPEN CUTTING OF EXISTINGSTREETS 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 W � TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100' IN TOTAL DEVELOPED LENGTH, SHALL SE PRIVATE WATER NOTES � 0 AT THE CLOSE OF EACH WORK DAY. TRENCHES SHALL NOT $E LEFT OPEN OVERNIGHT. PROVIDED WITH A CLEANOUT FOR EACH 100, OR FRACTION THEREOF, IN LENGTH OF SUCH PIPING. AN Q O ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION Z 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 18. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. CONFORMANCE LICENSED JOURNEYMAN PLUMBER PER ORS 693.025. J CO � WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY APPROVED BY THE ADMINISTRATIVE AUTHORITY. THE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES OF THE CONTRACTOR. IS 300', 2. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE CONSTRUCTION Cil0 Q UJ 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL J 4. EACH CLEANOUT FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN APPROVED TYPE. PLUGS SHALL 3. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 36" OF COVER TO FINISH GRADE. LL. Q UJ 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 O [r 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 z THE STATE OF OREGON WATER MASTER 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS AND 4. ALL PRIVATE ON-SITE FIRE WATER LINES SHALL BE PVC, AWWA C900, CL 235, WITH BELL AND ELASTOMERICK W }- z BLIND PLUG IS USED FORA REQUIRED CLEANOUT, THE COMPLETE COUPLING AND PLUG SHALL BE GASKET, WITH PLAIN END OR DUCTILE IRON FITTING, OR CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE I- W rw�lI�� REMOVAL OF ANY EXISTING WATER WELLS. ACCESSIBLE FOR REMOVAL OR REPLACEMENT. CONFORMING TO ASTM 536, ANSI A21.5 (AWWA C151), AND ANSI A 21-11 (AWWA C111) WITH TYTON JOINTS. U 0 0 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 OFA 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 PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE. E STORM DRAINS, WATERLINES, AND SANITARY SEWERS. (OR AS SPECIFIED BY LOCAL AGENCY). 2 6. ANY EXISTING UTILITIES THAT WILL BE LOCATED UNDER AND WITHIN TWO FEET OF THE PROPOSED BUILDING 6. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE 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. -q 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 ED 7. PRIOR TO BUILDING DEMOLITION: EVERY ABANDONED BUILDING SEWER, OR PART THEREOF, SHALL BE ACCEPTANCE. N DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PLUGGED OR CAPPED IN AN APPROVED MANNER WITHIN TWO FEET OF THE PROPERTY LINE. INSPECTION IS PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL REQUIRED. WORKING HOURS. 8. NO PUBLIC VALVES SHALL BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE CITY OF TIGARD. REVISIONS 8. ABANDONED STORM AND SANITARY SEWERS SHALL BE REMOVED IN THEIR ENTIRETY OR FULLY GROUTED. 24, CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER SEPARATION BETWEEN SANITARY INSPECTION IS REQUIRED. s 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 9, THE DEQ IS OPPOSED TO ANY OIL, GREASE, GASOLINE, ETC. DRAINED INTO ANY SANITARY SEWER OR DEPARTMENT OF HEALTH. WATER LINE SHOULD MAINTAIN A MIN. OF 18" O.D. TO O.D. VERTICAL CLEARANCE SLH KDC -sio 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 N. CONTRACTOR'S OPERATION. WASTE WITH ON-SITE CONTAINMENT AND REMOVAL BY LICENSED HAZARDOUS WASTE DISPOSAL 10. STENCIL "W" IN CURB LOCATING WATER METER STOPS, PFI SUBMITTAL 6 PROFESSIONALS. THE DEQ MAY ISSUE CITATIONS FOR INTRODUCING OIL, GAS, ETC. INTO A DRAINAGE STATUS SYSTEM THAT CONNECTS TO THE SANITARY SEWER OR THE STORM SEWER, THE FACT THAT AN OIL/WATER ti 11. WATER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE OREGON STATE 02/26/2018 SEPARATOR IS INSTALLED INLINE WOULD NOT MAKE A DIFFERENCE. IT IS RECOMMENDED THAT THE DRAINS DATE TO THE OILIWATER SEPARATOR NOT BE INSTALLED. PLUMBING SPECIALTY CODE (UPC). TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED a INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE LINES ARE THOROUGHLY CLEANED. 17052 a PROJECT NUMBER C' 0 iii co 0 N 4 C 0 • 2 ,,,, ©2018 OTAK, INC. Ea)o If this drawing is not 22"x 34",it has been D- reduced/enlarged, Scale accordingly. \'''''' \ 41.-...I.,,, IL ‘ \ __,i _ eAL, ___ _ ___________ _ _ \ / Ota,� EXISTING OVERHEAD \\"... 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C 1 s 0 ' PAVED EDGE i g STRIPING TREE TO BE REMOVEDf-+ ©2018 OTAK,INC. /I--- OVERHEAD LINE OrIL 0 L If thus drawing is not 22'x34-.it has been reduced/enlarged Scale accordingly Otak ______________ , / Otak, Inc 808 SW Third Avenue, Ste. 30 0°0 C Portland, OR 9720 -\\-1 o / 503. 287. 682„ www.otak.corr / Grp PROFFs 91573PE r / PRELIMINARY gyp° c, / ./ / / / S OREGON "`\-`,\allo - f. om 1 3, 2QN /. / -� Q CH%\-C) n `L°°QG /: / EXPIRES: 12131120'19 -\..,.- / / \ 1 /: / STAMP / \ /' / -----,4 -1-1-1rin-,1-L, / �S\° l DBG PROPERTIES / ....., ..---\\ 7... ,..:___I it .� LLC / 0 \ QJ)\ rZS'\ .-\- \0'\� -\\- �p1p - 0 DEVELOPMENT/ • 8' P.U.E. CONSULTANT \ ��\ 1 ZS BUFFER/ /;' \ \ / Z...7 \ -L\ _ 7 / 52' R.O.W. -S\-4)r2- .C6 �5pL � \\ tP\ �� -\\-r '\K) / // / / / 4I DEDICATION. 1S1° \ \\ �\5p�1�0 \� P /: % li, EX 50' PRIVATE / -- l----._. / \\ ti / S� Q� (\C°01 ��a ACCESS AND \ \ / , � � �S�p / / '. 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Scale accordingly Ot C. XREF LIST Ltscale: 80 Resolved I - I I P17052X23 48 UNIT lijOtak, Inc 808 SW Third Avenue, Ste. 30 56 UNIT 1 P17052X001 ,�1-1?"Op OG / I Portland, OR 972 S17052X19C 9.5\ 503. 287. 682 Taxlot_selec ion / / www.otak.co P17052X60 •••***.........................****".°:C� /12 I 4-c, <4, F"? 91573PE r" / ' PRELIMINARY 'L100c, / I S, OREGON '\1' 01 ., FA o^\ co �S1 I L� T13, 2 • el00 PROJECT I I '\\-1- 0- / \ �� EXPIRES: 12/31/2019 �_ BOUNDARY I I STAMP III _rte �� 'S\-r1:510 ti31j '' / DBG PROPERTIES / I / I 0° �' �/� I . . 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ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED. STATUS CD N- 2 SPEED CUSHION WITHOUT MEDIAN 150' HOSE LENGTH D212612018 v 3. FIRE DEPARTMENT ACCESS ROADS ON SITE ARE FIRE ENGINE ACCESS ROUTE a DESIGNED TO SUPPORT AN APPARATUS WEIGHING 75,000 LB CO DATE RAISED PEDESTRIAN CROSSWALK. MAX SLOPE (MIN. 20' WIDE, 28'/48' TURNING RADIUS) 80' 0' 80' 160' GROSS VEHICLE WEIGHT. UP TO PEDESTRIAN CROSSWALK IS 5%. FIRE ENGINE ARIEAL APPERATUS ACCESS ROUTE =MIN 17052 EQ 4. ALL VEHICLE ACCESS ROADS SHOWN ON PLAN HAVE (MIN. 26' WIDE, 28'/48' TURNING RADIUS, 15' < BLDG. < 30') PROJECT NUMBER SCALE IN FEET L'.) TURNING RADIUS 28 FT (INSIDE) AND 48' FT (OUTSIDE).' l co 111111 HAMMERHEAD TURNAROUND 0C 1 N 5. ALL FIRE DEPARTMENT CONNECTIONS ARE TO BE (MIN. 20' WIDE, 28'/48' TURNING RADIUS) ■ 0 2 BUILDING MOUNTED. c•Ti —FW— FIRE SERVICE LINE ©2018 OTAK, INC. cu 5 9t this drawing is not 22"x 34",it has been o_ reduced/enlarged.Scale accordingly. Otak , ,, , _.../A L. ,c) ,, 25�° � .' 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I � � � 24' ACCESS EASEMENT / o -J t " \ -,.. - - fes { - STAIRS W WHEEL ' 0 t • \ 1-- ISTiNG SCORE, - - - 1 - CHANNEL TO CONNECT TO (TYP.) .t - - EASEMENT - ' LL ¢ N t WALL STREET INDUSTRIAL PROJECT BOUNDARY LL %E PARK PEDESTRIAN PATH Lu o E z W Al 1t >- \ ....— / nom _ W LL o FUTURE WALL ST / TITLE L Y ` INDUSTRIAL PARK .____ 3\/:i — E `iti '' ' (I's " \., 0- / (BY OTHERS) # DATE DESCRIPTION c-? -\ - - XX / a -� m J izn M GENERAL NOTES LEG = \ o 1. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE SITE EXISTING PROPOSED N. 5 AND CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. RIGHT OF WAY - - Q, REVISIONS 0 2. FOR PRECISE GRADING AND GRADING DETAILS/SECTIONS SEE CENTER LINE - ca GRADING LAYOUT SHEETS. o PROPERTY LINE - - SLH KDC a 3. FOR RETAINING WALL LAYOUT, PROFILES AND DETAILS SEE WALL DRAWN BY CHECKED BY SHEETS. EASEMENT LINE - — — - o PFI SUBMITTAL o 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED STANDARD CURB STATUS 77 Q FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. ALL RETAINING WALL 02/26/2048 13 SURFACES SHALL BE GRADED SMOOTH AND FREE OF a IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. SIDEWALK ". .' .. 8C' 0' 80' 16D' DATE 47052 EDGE OF PAVEMENT PROJECT NUMBER SCALE IN FEET Ei N 4C1 . 3 ro . ©2018 OTAK, INC. cu 3 If this drawing is not 22"x 34",it has been a reduced/enlarged Scale accordingly. XREF LIST Otak, Ltscale: 80 Resolved t P17052X23C Jl �� Otak, Inc. S� � 48 UNIT /11 808 SW Third Avenue, Ste. 300 56 UNIT +� f�P17052X001 [f� �� p i Portland, OR 97204 S 17052X 19C 503. 287. 6825 Taxlot_selec:ion 9�j 03) y / www.otak.corr 5.b .S // PRO, 91573PE �� ��9 1 / PRELIMINARY S° / '� tP OREGON �� MM / F S40'30 53 E j / i D. c H N�-° 6.40' / EXPIRES: 12/31/2019 / / I STAMP — / ii _n-14 �> / // / DBG PROPERTIES / C i / // /%i/ /::-.0:- , ' // 01 / / o ,SSI .,� ���� Si / / *c,9-s, �S /i / / CONSULTANT \ F,GR . / �L_,S86' 54' 26.68"E I/ \ \ v� 1 / 93.08 / / \\ 9' \ yA G�� o . , W /7 , S / R/W DEDICATION -) : /4)8 1 // l /,, \ 'ON ',200 g 11e. 1 y q . \ (5.\\ . 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T 0 0 2 c'l —N -� \ en la ------ _ _ _ _ _ _ - - � - _ _ _ _ _ _ _ _ t lull I � Q J 0 LT, Li j .,� - . z rA TEMPORARY 4 N30'S8'44"E 1856.65'531 \ 4 LL U Cw 7 a- —4 SLOPE ESMT EX SLOPE TITLE E% 6°1 ESMT # DATE DESCRIPTION R PROJECT XX "' BOUNDARY iii EX R/W E ro 2 s. Lf88/70—S10Z 'ON 200 Co J I \ \ 9f98/70-9 10J '01V '000 cf98170--S10Z 'ON 000 U t? ,i ti Z.3 REVISIONS 0 KEY NOTES: Q O PROPOSED JOINT CITY OF TIGARD SANITARY SLH KDC AND STORM SEWER ESMT (WIDTH PER PLAN) DRAWN BY CHECKED BY ' 2LEGEND PFI SUBMITTAL PROPOSED 10' PUBLIC PEDESTRIAN ACCESS S EASEMENT RIGHT OF WAY — — STATUS 0 PROPOSED STORM WATER FACILITY TRACT CENTER LINE — 00ATr2o1a a LOT LINE E El PROPOSED 24' ACCESS EASEMENT — 80' 0' 80' 160' 17052 0. EASEMENT LINE — — — — — PROJECT NUMBER ID PROPOSED 8' PUE • MI SURVEY MONUMENT SCALE IN FEET 6 PROPOSED 25' TRANSPORTATION EASEMENT - czi C 1 . 5 - ,,, m Li PROPOSED PEDESTRIAN ACCESS EASEMENT ©2018 OTAK, INC. inioIt this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. •\ XREF LIST LEGEND \\ `\ Otak Ltscale: 1 \ SIS EXISTING PROPOSED \ `\ �p5 p Resolved RIGHT OF WAY — — — — \ - 0 \ tiS\-- � � � \ .C17052_DD_TTLB CENTER LINE \ i ilk 017052X—T XLOTS—GIS \ \ 0tak, Inc. LOT LINE '''� EX 25' 808 SW Third Avenue, Ste. 300 48P17UUNIT 23 EASEMENT LINE — -- — \\ n \\ // ~ INGRESS/ EGRESS Portland, OR 97204 56 UNlT \\ �� \ i S17052B19C CURB \ ACCESS EASEMENT 503. 287. 6825 www.otak.corr P17052X60C \ % \ V�! a RETAINING WALLS \ P. P 17052x0011 ta• 0.7. t 4'sc: PROP S 1 DEWALK I , . J \ 1 �c�� �a��NE, �O LIDA FACILITY I \ vi • e \ 6p� �� ` 9r \ • �� 3 91573PE 1 PRELIMINARY \ S OFF-SITE LIDA FACILITY 14�,"A4;,Q4a"44 �� aa II ' a.,.. rZ \ $� SEE PUBLIC s� OREGON ^� SURVEY MONUMENT • �,.•: VEGETATED IMPROVEMENT SET •f•-• °A.AT? 3. N° �QG' \ FILTER STRIP SHEET C3EX 50) PVT .04 FOR F D. 0�{�`p p5 INGRESS/EGRESS ` IM 76 AVE. ��'� 01�� EASEMENT '� IMPROVEMENTS • so � j EXPIRES: 12/31/2019 I rZS� 25' R.O.W. LI,�o�°y�y STAMP DEDICATION \ 0 0 ye- o ,--.,, ,,LA d �s; DBG PROPERTIES •` -.`. / �J o-�d o` ��\ LLC 41111111/' aye ° \\ a• / V` 71- TO • a O (n 0 • n ` • Y ,'Q CONSULTANT -\\51"-13 � ,' PROJECT BOUNDARY -Q • 4. 1 \ %O�C� 1 �„ • .. - . (.6 o944444, - \ o m • QTYP. } • a TYP. Q TYP. J/ t X7.8 �S� _ .-- O IC O00 =�ocam'=___ 010 y y j_ '.'=1p 0100 =O0 { - ._.. 25' -- Iiip • - 1 TRANSPORTATION 0 X7.8' EASEMENT -... 9.0' 1„, 0 N \ Ni4 "; I �� T• I I I 1 Q TYP. 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[ °a n as da a a'e a a a :aaaa.a�aaaa �aeaa .:L.1.1a .aa a .^aaaaaaaaa :a a a aa- "�aa d° a4aao 4o-4rq'a a a ,fi,2 "~O ra a a a ., -c- ! ..... .......... .-'--- •0 a a a s a s a aaa a s a'S°Lyda- a'Qe ,',3144..a:01,41 — -p 1 1 vvv°v a a a as a q ' a a. o ., a a a a.^+ .4a ��° a?a aaa a ^aaaa aacaa aaa a c. a�' a aaa. •a,.a as a a a a aaa"d•a ay�•a a•'3de°a' a °v°a°a'9-ra aa+a+d f� O • 1 ' I ^vvv • � � � r ` .� � a a a a aaaaaaaaa van, aaa .� I A Aa wac aaaaaaa a ova a a a a9/aaaa a^aaa a a�a•�aaaaaa a —1.1 , \ 1 f O © ,--10,__ � as a as 1 dam. vvv —— {) 1 .vyv v v ov vo o r (� - fp TYP. N ,� . . •vvv•'vvvvv ovv°1yv°vvv- 20.0' I —li O ^vav , vvvvv . 1— , \%%. 0°O ° °vav'r vv vvvvvlo ^� U ° vvv vv°° vvv _ r iv°� s °°�-- '-` PROJECT BOUNDARY 1 r INDUSTRIAL PARK EASEMENT r r;0 \ 1 CONSTRUCTION NOTES SLH KDC r DRAWN BY CHECKED BY N 't 1- rr O CONSTRUCT STD 6" VERTICAL CURB PER CITY OF O CONSTRUCT PARKING BAY AC PAVEMENT. FOR O CONSTRUCT MOUNTABLE CURB PER DETAIL 5 ON O CONSTRUCT CONCRETE STAIRS WITH BICYCLE WHEEL ,r 1, 471 1 T I GARD STD. DWG. NO. 125, SEE SHEET C5.0 UNLESS 5 STRUCTURAL SECTION SEE DETA I L I ON SHEET C5.01. 10 SHEET C5.00. 1 4 CHANNEL. SEE LANDSCAPE PLANS FOR DETAILS. SEE PFI SUBMITTAL GENERAL NOTES MODIFIED FOR LIDA FACILITIES. PLAN FOR THE NUMBER OF STAIR RISERS.GENERAL O INSTALL 4" WIDE WHITE STRIPE. 1 1 RETAINING WALL PER WALL PLANS. 02/26/2018 a_ 2 CONSTRUCT PRIVATE ON SITE SIDEWALK PER DETAIL 15 CONSTRUCT CONCRETE STAIRS. FOR DETAILS SEE DATE Li I. FOR UTILITIES, SEE SITE UTILITY SHEETS 0 2 ON SHEET C5.01. 7 CONSTRUCT CONCRETE SIDEWALK PER CITY OF 12 CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER 0 LANDSCAPE PLANS. SEE PLAN FOR NUMBER OF 0 T I GARD STD DWG. NO. 120 SEE SHEET C5.00. Q LANDSCAPE PLANS. RISERS. 7Q52 2. FOR PRECISE GRADING AND SPOT ELEVAT I ONS, SEE PRECISE GRADING PLANS INSTALL PRECAST CONCRETE CURB STOP PER DETAIL 16 PROTECT NUMBER r 3. FOR LIDA DETAILS, SEE LIDA ENLARGEMENT PLANS 3 7 ON SHEET C5.01. CONSTRUCT CURB TRANSITION PER DETAIL 8 ON ADA RAMP WITH GUARD HAND RAILING. SEE TRASH ENCLOSURE. FOR DETAILS SEE BLDG PLANS. co O SHEET C5.01 13 LANDSCAPE PLANS FOR RAILING DETAILS. FOR . 4. COORDINATE ALL IRRIGATION SCREENING 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 0 3O' 60' IRRIGATION CONTRACTOR O STRUCTURAL SECTION SEE DETAIL 1 ON SHEETr.,-..\ C5.0********** INSTALL ADA STRIPfNG AND SIGNAGE PER DETAIL 6 C3 . 1 0 a O 2018 OTAK, INC. ith C5.01. ON SHEET 05.01 18 SCALE IN FEET 0 PEDESTR 1 AN BRIDGE PER BUILDING PLANS. If this drawing is not 22"x 34",it has been Q• reduced/enlarged.Scale accordingly. Otak XREF LIST -\\--- p\ / //' -� • . ___ Ltscale. 1 LEGEND /�' ! - TRASH ENCLOSURE Resolved SITE /' / / k EXISTING PROPOSED c17052_DD_TLB RIGHT OF WAY — — — — /...-- 017052X ' / 017052X—UXLOTS—GIS y. Otak, Inc. P17052X23C CENTER LINE - — /' 1 - 0 808 SW Third Avenue, Ste. 30 / 0 / Portland, OR 9720 48 UNIT LOT LINE — — — — i t.�.. / a\ . 503. 287. 682 56 UNIT / s4 . �eoo°°• ' www.otak.co S17052B19C EASEMENT LINE — — — — — / ..--- / ./ ♦ °°°°° 1, P 17052X600 CURB // r ;.°1:''''0"I ''r O p , P17052X001 6 // / , 0 �� ��,DRQFFx RETAINING WALLS / / / , ��° °�° . �r<`� ,G ti N FF 0 DEVELOPMENT / °° SIDEWALK I ., . . • .1 / BUFFER // / / © NP /°°°°Q 91573PE r �� ' - - ' PRELIMINARY LIDA FACILITY � '°°. 0 � � � ��'y OREGON / • / �' I aa°P V' OFF-SITE LIDA FACILITY 14,-;'.447,'.4.6-.44 �t'4a / °"°°' 0 FA o` 5 / aaa° °� ,� -- T 13, - `i- SURVEY MONUMENT • / /� a� GP°° :r G' O `�-6. 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C-1 : � I:� ._ t o © .-^, C'"_3 =��• Y 7 T � -r� .,j -'_^� J /r^^..^ ,----tG:1 C iij '''''.4W41':=" .4;:411:4144:t:14.14.44-4441:414:13°:°:1 ,f .a :�' aa�a ° asa „aa�a 3°:°:Qa1 aaas aaaa< aaaaaaaa ''a1;. 4.aasaaa":aaaa:aaoaa:a�l•A A. z '"— � -� � a �aaaaaaa Qaaaa ,aya aaaaa_aaaaaa aaaaaaa eaa:a:aa^a:aaaaaaaaaaa:a:aaaaaaasaaaaaaa 0 laa^awaaa°asas aaaaa .a•aaaaa °a°aiala°aaaaaaaasaaasL___ — T 0 TRASH ENCLOSURE 0 - - - -- - - - ` ~ I 20.0' © TYP. — " — - - - I FUTURE WALL ST EXISTING SLOPE ` - - ~- --- — -- - - - - - - - _ — , _ � _ INDUSTRIAL PARK EASEMENT PROJECT BOUNDARY ' Y - -- -- ~— — — O U REVISIONS 0 0 CONSTRUCTION NOTES U DCI CONSTRUCT STD 6" VERTICAL CURB PER CITY OF CONSTRUCT PARKING BAY AC PAVEMENT. FOR CONSTRUCT MOUNTABLE CURB PER DETAIL 5 ON CONSTRUCT CONCRETE STAIRS WITH BICYCLE WHEEL SLH KDc N Q T I GARD STD. DWG. NO. 125, SEE SHEET C5.0 UNLESS Q STRUCTURAL SECTION SEE DETA ILI ON SHEET C5.01. 10 SHEET C5.00. CICHANNEL. SEE LANDSCAPE PLANS FOR DETAILS. SEE DRAWN BY CHECKED BY 2 Q MODIFIED FOR LIDA FACILITIES. PLAN FOR THE NUMBER OF STAIR RISERS. PFI SUBMITTAL OINSTALL 4" WIDE WHITE STRIPE. 1 1 RETAINING WALL PER WALL PLANS. STATUS GENERAL NOTES (7),CONSTRUCT PRIVATE ON SITE SIDEWALK PER DETAIL CooCONSTRUCT CONCRETE STAIRS. FOR DETAILS SEEo2l2sl2aia -- 2 ON SHEET 05.01. 7 CONSTRUCT CONCRETE SIDEWALK PER CITY OF 12 CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER LANDSCAPE PLANS. SEE PLAN FOR NUMBER OF DATE a Li 1• FOR UT I L I T 1 ES, SEE SITE UTILITY SHEETS Q T I GARD STD DWG. NO. 120 SEE SHEET C5.00. Q LANDSCAPE PLANS. RISERS. ill INSTALL PRECAST CONCRETE CURB STOP PER DETAIL (.:1017052 Q 2. FOR PRECISE GRADING AND SPOT ELEVAT I ONS, SEE PRECISE GRADING PLANS Q 7 ON SHEET C5.01. (7,1,‘ CONSTRUCT CURB TRANSITION PER DETAIL 8 ON 13 ADA RAMP WITH GUARD HAND RAILING. SEE TRASH ENCLOSURE. FOR DETA I LS SEE BLDG PLANS. PROJECT NUMBER 0 3. FOR LIDA DETAILS, SEE LIDA ENLARGEMENT PLANS SHEET C5.0I LANDSCAPE PLANS FOR RAILING DETAILS. FOR 17 4 CONSTRUCT DRIVE AISLE AC PAVEMENT. FOR STRUCTURAL DETAILS SEE WALL PLANS. ' CONSTRUCT SPEED CUSHION PER DETAIL 2 ON SHEET 4. COORDINATE ALL IRRIGATION SCREENING UNDER PAVED SURFACES WITH STRUCTURAL SECTION SEE DETAIL 1 ON SHEET r-A INSTALL ADA STRIPING AND SIGNAGE PER DETAIL 6 C5•0********** 30' 0' 30' 60' IRRIGATION CONTRACTOR C5.01. ON SHEET C5.0I 1$ IM.M.1111.. C 3 • 1 1 Q PEDESTRIAN BRIDGE PER BUILDING PLANS. SCALE IN FEET ©2018 OTAK, INC. If this drawing is not 22"x 34",it has been a reducedlenlarged.Scale accordingly CONSTRUCTION NOTES XREF LIST Otak O CONSTRUCT STD 6" VERTICAL CURB PER CITY OF O CONSTRUCT PARKING BAY AC PAVEMENT. FOR 10 CONSTRUCT MOUNTABLE CURB PER DETAIL 5 ON 14 CONSTRUCT CONCRETE STAIRS WITH BICYCLE WHEEL Ltscale: 1 T I GARD STD. DWG. NO. 125, SEE SHEET C5.0 UNLESS 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. 1 ResolvedO I NSTALL 4" WIDE WH I TE STR I PE. 1 1 RETA I N I NG WALL PER WALL PLANS. C17052_DD_TTLB 2 CONSTRUCT PRIVATE ON SITE SIDEWALK PER DETAIL 15 CONSTRUCT CONCRETE STAIRS. FOR DETAILS SEE Ota k, In c 017052X-17YLOTS—GIS 2 2 ON SHEET C5.01. CONSTRUCT CONCRETE SIDEWALK PER CITY OF CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER Q LANDSCAPE PLANS. SEE PLAN FOR NUMBER OF 808 SW Third Avenue, Ste. 30 P17052X23C O T I GARD STD DWG. NO. 120 SEE SHEET C5.00. 12 LANDSCAPE PLANS. R I SERS. Portland, OR 9720 48 UNIT CONCRETE CURB STOP PER DETA#L 16 503. 287. 682 56 UNIT C) 17NSOTNALSLHEPERTECcA5S0T I 8 CONSTRUCT CURB TRANSIT ION PER DETAIL 8 ON 13 ADA RAMP W I TH GUARD HAND RAILING. SEE TRASH ENCLOSURE. FOR DETAILS SEE BLDG PLANS. www.otak.corr S17052B19C P17052X60C 43/44- a SHEET C5.0i LANDSCAPE PLANS FOR RAILING DETAILS. FOR17P17052X001 4 CONSTRUCT DRIVE AISLE AC PAVEMENT. FOR STRUCTURAL DETAILS SEE WALL PLANS. O CONSTRUCT SPEED CUSHION PER DETAIL 2 ON SHEET � PRO/. I ii Q STRUCTURAL SECTION SEE DETAIL I ON SHEET 9 INSTALL ADA STRIPING AND SIGNAGE PER DETAIL 6 C5.0********** c���G I N EE� /per / c3. '� C5.01. O ON SHEET C5.41 COf 91573PE 9r 313 PEDESTRIAN BRIDGE PER BUILDING PLANS. PRELIMINARY OREGON co r SFA o^ co i j� T13' �Q- 1 D. CH\\ r ' / _I EXPIRES: 12/31/2019 STAMP / / r 1 / GENERAL NOTES --1--ini J---u--In-j1-1_, DBGPROPERTIES I. FOR UTILITIES, SEE SITE UTILITY SHEETS LLC 1 / ' .. ---..„ 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 • ' ' IRRIGATION CONTRACTOR 1 J p :......vi 1 r r ICONSULTANT ,rr /11:.' '',.: '/.' ! 1 ' v. / LEGEND OV ! v VI' I SITE EXISTING PROPOSED ' RIGHT OF WAY — , CENTER LINE — r I ! ! ' LOT LINE'� , EASEMENT LINE — — — — ! ' / CURB 4• `' , RETAINING WALLS r SIDEWALK I ' . a . -I ' a n--- ' 1/ LIDA FACILITY I .1 CO I— , f OFF-SITE LIDA FACILITY Id,�".aa;,° 4a�°404 0 • Z ! SURVEY MONUMENT.. wFUTURE r 2 w EMPLOYMENT SITE r ' O _ (NOTA PART) r I CO {� r w OC I- Lli t W ' I a z LLI r 52, O = r 3C:L W TRACT A r ' / . < o i PUBLIC STORM , ' / ' Cn p z WATER FACILITY ' i r ' Q p'''s..1 E.. z 0_ ! s� Q i: III o � W ! / un v) r m ' TITLE r ' I . # DATE DESCRIPTION 07 r / 14 v,v, XX r7 1 E r m I .. 3 t © o b v v _ I v `• •• . A , . , / CD �• moi -,- Z3 24` ACCESS 0 Q EASEMENT / / REVISIONS :1/4 p °aaa°°.a "aaa:"°"a°a°aha a°aaa°a° • ' / O A j aa°aaa aaa6aa a a a a a °•. Q a°a a s°°":aaaa a aya°'/aq a•, ° a s °aa a s a °a,a" F.c3 a°a°aaa° °.°.°aaaa°°°aaaa: ":° aaa° a aaa•a a s a as a caac',aaaa�a6aa, SLH K D u7 aaa"a aaaaadaaaa aaaa " a" aaa Ilia: a a a a aaa aa6a/e6aa 'a6eaaaaaal•�� I DRAWN BY CHECKED BY •':,.%.1':1'1::::'.; aaaa aaPFI SUBMITTAL O °a : Qa, o FUTURE WALL ST STATUS INDUSTRIAL PARK / 02/26/2418 o / DATE aLi t I 17052 111111111111 CD y I / PROJECT NUMBER o ! M CN 30' 0' 30' 60' C3 . 1 2 ,,_ ... mom ... .1. a SCALE IN FEET ©201B OTAK, INC. -o m o If this drawing is not 22"x 34",it has been a reducedlenfarged,Scale accordingly, XREF LIST CONSTRUCT I ON NOTES ot k a Ltscale: 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 Q STRUCTURAL SECT 1 ON SEE DETA I L I ON SHEET C5.01. C� SHEET C5.00. O CHANNEL. SEE LANDSCAPE PLANS FOR DETAILS. SEE • Resolved MODIFIED FOR LIDA FACILITIES. PLAN FOR THE NUMBER OF STAIR RISERS. / / /� ,i 6 INSTALL 4" WIDE WHITE STRIPE. 1 1 RETAINING WALL PER WALL PLANS. '` =• / 017052_DD_TTLB CONSTRUCT PRIVATE ON SITE SIDEWALK PER DETAIL O CONSTRUCT CONCRETE STAIRS. FOR DETAILS SEE / I . Otak, 1110 017052X—T/YLOTS—GIS I 808 SW Third Avenue, Ste. 30 P17052X23C Q 2 ON SHEET C5.01. CONSTRUCT CONCRETE SIDEWALK PER CITY OF CONSTRUCT DECORATIVE CONCRETE PAVEMENT PER 13 LANDSCAPE PLANS. SEE PLAN FOR NUMBER OF /. 48 UNIT O T 1 GARD STD DWG. NO. 120 SEE SHEET C5.00. 1 LANDSCAPE PLANS. R I SERS. / Portland, OR 9720 ,, 503. 287. 682 56 UNIT 3 INSTALL PRECAST CONCRETE CURB STOP PER DETAIL 1 fi www.otak.corr S17052B19C Q 7 ON SHEET C5.01. 8 CONSTRUCT CURB TRANSITION PER DETAIL 8 ON 13 ADA RAMP WITH GUARD HAND RAILING. SEE TRASH ENCLOSURE. FOR DETAILS SEE BLDG PLANS. /. / /• P17052X60C O SHEET C5.01 O LANDSCAPE PLANS FOR RAILING DETAILS. FOR v P17052X001 4 CONSTRUCT DRIVE A I SLE AC PAVEMENT. FOR STRUCTURAL DETAILS SEE WALL PLANS. 1 CONSTRUCT SPEED CUSHION PER DETAIL 2 ON SHEET I / .o° .cQ��.� }���fFf;:" (7\ STRUCTURAL SECTION SEE DETAIL I ON SHEET 9 INSTALL ADA STRIPING AND SIGNAGE PER DETAIL 6 C5.0********** •• as 5 ��'G SFC5.0 I. (7, ON SHEET C5.011$ I l I91573PEPEDESTRIAN BRIDGE PER BUILDING PLANS. / ' - 1. PRELIMINY °° OREGON �' r— I •j 4. �"4T 1 3 00\ Qo '7:: GENERAL NOTES ! / j EXPIRES: 12/31/2019 L� o / °° STAMP I. FOR UTILITIES, SEE SITE UTILITY SHEETS . / ' °° I •. °p° 2. FOR PRECISE GRADING AND SPOT ELEVATIONS, SEE PRECISE GRADING PLANS / / j / / • P –ft-TrIA u 3. FOR LIDA DETAILS, SEE LIDA ENLARGEMENT PLANS / DBG PROPERTIES LLC • 4. COORDINATE ALL IRRIGATION SCREENING UNDER PAVED SURFACES WITH / / I / IRRIGATION CONTRACTOR . I / / / / < % ' I I / / /:. // / / / � ' tCONSULTANT LEGEND / / EXISTING PROPOSED PROJECT ..„-- R / / \ ij.IGHT OF WAY — — – ----� -- — r BOUNDARY // \ /•-.7/ / 0 CENTER LINE — — /00' \ / .:. // LOT LINE / / ) / j /EASEMENT LINE — — — — — — — — — / / � ' ICURB / / // // / ' • / IRETAINING WALLS / / / / / - ' .. .SIDEWALK I • • • _I / % /�� / a • I/ / ' I • , LIDA FACILITY I .:��JI / / � // OFF–SITE LIDA FACILITY 1°;`:44;,°.4a,4aa`-.a .1 // /// �� / RA/ SURVEY SURVEY MONUMENT o / / // / • ' - / / l � /W / �� / ,. ./ CO /� 50.0' / / .- / I / I DEVELOPMENT / / / BUFFER / / / /. / AT IJLI / / , 81 PUBLIC I / .. / / / PEDESTRIAN I (� 2 O // / - ACCESS I , , ..\\__--- --- --- / / _ / ..... . ..; 4' •' ..,..w..". EASEMENT / V .„ c IX H Lu / 1 ° S; < Z ILI U / / \ / b / � I °°° CI= (9 1 e9 , a LU / 6i / 0 / I •40° I1 *7 Q Q W / / +/ FUTURE I - • ColC�LL Z W / / EMPLOYMENT SITE V) / :7'' -J < CL (NOT A PART) •• o •-•••_, / • : W/ H / It_____ I I Lim U d3 V) PROPERTY ' LINE " I / TITLE ;,.a / I. # DATE DESCRIPTION rii / XX o E , I / 'co . Z I /...:'70 co / 0 7) / / : - o / o U saftftliitiftiftioftiftwe / //...• - n o I / REVISIONS Q / • .. o SC L� I / SLH KDC ✓ (� DRAWN BY CHECKED BY ESi0 C3t7 / I o PFI SUBMITTAL o , 2 / STATUS 0 iftiftiesoftwi / 02128!2018 a t' DATE il ,_ I 17052 E ,' PROJECT NUMBER 0 E ` II • 30' 0' 30' 60' N C3 ■ 1 3O Q 1 -1- 1 Q SCALE IN FEET ©2018 OTAK, INC. cu o If this drawing is not 22"x 34",it has been o_ reduced/enlarged.Scale accordingly. 20' 0' 20' 40' GENERAL NOTES Oták ---........,...i 1. SEE SHEET IL-03 FOR STREET LIGHT LOCATIONS AND DETAILS. SCALE IN FEET /� , 2. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. Otak, Inc 808 SW Third Avenue, Ste. 30 ___-- ...-- 3. COORDINATE ALL IRRIGATION AND IRRIGATION SLEEVING WITH Portland, OR 97204 P0,_ WGG LANDSCAPE CONTRACTOR. 503. 287. 682E www.otak.corr — — •4 N_ — �, — EX R/W IN 6 4. ALL WATER LINE TEES, BENDS, JOINTS AND ENDS SHALL BE — — — Q MECHANICALLY RESTRAINED WITH CITY APPROVED RESTRAINED �,D PROF o EX CURB r� `� � •`�, N CAUTION!! t a Q JOINT SYSTEM. �5 ��N SFR �Oy r� c o G —_ 1 7PE l co ¢ + t UNES TO MAIN -- 1 m `�' SSR ' _ 5. FOR LIDA ENLARGEMENTS, SEE SHEET C4.07-C4.08. PRELIMINARY T - — + -u E� CO El n COM COIv' C0M COM COM S --X ¢ rOM COM COM- COM �J * ER G ��— COM �2 �K ��r'f• s OREGON I LII �, �, �, �, . 431...... WATER CONSTRUCTION NOTES I 10+00 11+00 ^ + 12+00 13+00 _ �— D — — SO / CH\ T - - I - - I - - - 1 = - 1 - — SD _-�-- o - '):5-- 'S .� J V CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY OF o EX SW HUNZIKER STREET r r` �C - 75D--- - --- 5�r�SS ,�Y�__�� p�� `--� TIGARD STANDARD DWG. NO. 542, SEE SHEET C6.00. EXPIRES: 12/31/2019 I_ in J 4 =� rx SS SD- G G. -G rn z_ -� CS •�S SS SS SS SD _.. ,p- - yu-- G G `�� / in cazZ STAMP _ G �- 2� INSTALL 6" WATER METER PER LARGE METER WITH r r r+ sn--�-�D-'- rON...------ „4111114n1111111. ~ BYPASS WITH DOUBLECHECK VALVE ASSEMBLY PER CITY — S -l so——— '�-fir—~ ` — '( G Z' �' F.o.G. �, � cn Q $�_ SI - _� ___— ,_” __ _ i ___,�_ �f "�--- �'V BINS 57 'LI - OF TIGARD STD. DWG. NO. 525 AND 532, SEE SHT. _� ^r'�r T � _ - 5u - I - SD I a . ,6ao o C6.00. FOR ENLARGEMENT AND LAYOUT OF WATER ti N. �� � APPURTENANCES, SEE SHEET C6.00. DBG PROPERTIES EX CURB _. _ / 14 _ t _ •.t�y �a d aq V ' a 4 Jq v - -----.- PROPOSED , '�a °�a �a° ° °i a eLID 1.71•1•1': '5•4.`,'e.1 a O z I LLC --+♦ — CUBS_TAPER I �� I 'a���Q . a_. a` _ � I ,, 1e11 ,,:--'r \ o ° p p � ° CO..4 \ . ¢ Q INSTALL 8" DOUBLE CHECK DETECTOR VALVE ASSEMBLY Q Z r I' 1 0 1 41 , 4 Q�O p r° ° a ' I CO Q e Q °a ° p a t �h. 0 11 `�-� 533, �o� �" EX R/W A L� WITHOUT FDC PER CITY OF TIGARD STD. DWG NO. I 1 i N �' - LI 1=11 SEE SHEET C6.00. x „, r A - j PROPERTY,- - - -* r R/W .i r• 1 LINE _..I ._ _. • o Cr o N + — — --- - Aviv PROPERTY PROPERTY o� m rn �°aa°a° SDOF-H11:1 % `, �w a Q O QLINE STORM DRAIN CONSTRUCTION NOTES �- a l IID HUNZIKER STREET �� tf' O -J 1 0 1 1°a a�a a o 1 , © 12+83.80 25.91 R ;:�` ❑ CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. DWG. ~ _ 10'moo v 0y, NO 010. SEE SHEET C5.10. CONSULTANT X o baa a z, e1 EXISTING POWER POLES '� v' v' 1 ,, 1Q a�c° I ('3 , & OVERHEAD WIRES ° ��� Ell CONSTRUCT STREET SIDE LIDA PLANTER WITHOUT STREET 81 Q ® ` k41 TO BE RELOCATED BY PARKING PER CWS DWG. NO. 795.1, SEE SHEET C5.13. a°�v I I1 A OTHERS (PGE) FOR LIDA ENLARGEMENTS SEE SHEET C4.07-C4.08. mi a w - PLAN: SW HUNZIKER STREET SEE SHEET C4. 01 0 CONSTRUCT BEHIVE INLET STRUCTURE PER CWS DWG. NO. 405, SEE SHEET C5.13. SEE LIDA TABLE BELOW FOR HORIZONTAL: 1" = 20' MORE INFORMATION. 1-471 CONNECT TO STORM DRAIN LINE USING INSERTA-TEE 208 1 208 1.1 CONNECTION PER CWS DWG. NO 530, SEE SHEET C5.11. 5 REMOVE EXISTING CATCH BASIN AND CONSTRUCT STORM r DRAIN MANHOLE PER CWS STD. DWG NO 010, SHEET C5.10. RECONNECT TO EXISTING SD PIPE. 204 - Lu 204 - J 1-1.- >c 6 CONSTRUCT CURB INLET MANHOLE CG-48 MH PER CWS w n I LA STANDARD DWG. NO. 350. SEE SHEET 05.12. (n 7 200 _ _ ¢ 200 ABANDON EXISTING STORM DRAIN PIPE PER CITY OF o_o_ z TIGARD SPECIFICATIONS. COORDINATE WITH CITY OF TIGARD INSPECTOR PRIOR TO CONSTRUCTION. � I) INSTALL SHALLOW MANHOLE PER CWS DWG. NO. 040, Z 196 -R 196 a SEE SHEET C5.12 W ..- 2 ___ aioO1 SEWER CONSTRUCTION NOTES 1-- ___ PORTION OF EX EG ® CL OF SD PIPE TO BE LC A5� SCP O CONSTRUCT SANITARY SEWER MANHOLE PER CWS DWG. W 192 3W i#t�t6ZIP,Efi ST - ABAN-304ED- 'g5 , z. 192 NO 010, SHEET 05.10. CONNECT TO EXISTING SEWER w _ z LINE. CONTRACTOR TO COORDINATE WITH CITY OF �/ ---- F = TIGARD INSPECTOR AND FIELD VERIFY LOCATION PRIORI:e L.L / ..- I-)CO-I'l; r" < Z TO CONSTRUCTION. I--- 188 — _ r 188 — — il CI. c� � � —� . w 1 r7 � II II W z I..L CONNECT TO EXISTING PIPE .----- -- ------ < 0 UJ " .Rv? �- w w w 184 rCO0R TO VERT T LOCATION , - 6 :°,_ a z �� EXIST. 184 LIDA INLET DATA o a- PRIOR TO CONSTRCUTION � ' cN o r 61• rn '� CO X - o 0 o NO./ STR STA./ RIM LENGTH < ~ N �- � � � MZ " + II r TYPE OFFSET ELEV IE OUT SIZE / SLOPECD ;n v -PORTION OF EX _ I I: IJJ C • ,-' H 180 50--PIPE TO -BE z O - r� r=� 180 I-- _� co �. �_ o _ w w + N If HUNZIKER STREET a? ABANDONED cn Icn m _ _ i I 7 LF LL- N co - ii o SDOF-H1 11+79.86 186.7 180.76 10" PVC 3034 0.190 O U I a' r- � - s incncZu w 26.50' R J 176 - II I r - — 176 LIDA INLET NOTES: - R rr^� © � ife 4J ,�, _ 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND SHEET C4.07-C4.08 U vJ •S-.Z406111.1 FOR LIDA ENLARGEMENTS. TITLE _ ~, ; 2. STATION AND OFFSET ARE GIVEN AT MIDPOINT OF GRATE. 1 .,-E-.3' _ 'n 3. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE. # DATE DESCRIPTION 172 `f 172 SEE STD. CWS DWG. 405, SHEET C5.13. xx N. 4. ALL STORM LATERAL CONNECTIONS TO RCP MAINLINE SHALL BE MADE Z _ -- _ — + 1 �, r-_.-. USING INSERTA-TEE PER CWS STD. DWG. 530, SHEET 05.11. ` T (0 o �_ - + cc) II 168 _ = - IIii i 168 mQ - a i ,---- iovc) Ew{ POPTN OF EX SD PIPE TO REMAIN 164 --f IN PLACE 164 REVISIONS EXISTING CATCH BASIN TO BE A PHOIECIL.0 IN PLACE U 0 ez 169+75 10+00 11+00 12+00 13+00 14+00 14+25 0 SLH KDC v DRAWN BY CHECKED BY o PROFILE: SW HUNZIKER STREET PFI SUBMITTAL CD HORIZONTAL: 1" = 20' STATUS VERTICAL: 1" = 5' 02/26/2018 U DATE a_ J 17052 g_ PROJECT NUMBER LT CO 5 o C4 . 00 0 0 Co m g C 2018 OTAK, INC. a o tf this drawing is not 22"x 34",it has been o_ reduced/enlarged.Scale accordingly. 1 1 . I ' LI (� 1 ° i;' , ii � ! ''��r /1/7 GENERAL NOTES I- 1. WATER AND FIREUTILITIES '' ! ,�, U LI ESSHOWN ON THIS SHEET ARE In SEE SHEET0 atak I 4 g r j I ,ri o r_a z PRIVATE AND NOT PERMITTED WITH PUBLIC FACILITIES PERMIT. "' f!!♦� v;;;;7,.'7 4 47`7',7v 4 p 4 OLsz:DU, IDA q ►= I SEE SITE UTILITIES PLAN FOR DETAILS. -.a ... 1,,Ad L° c � ' `ti 4a , 44 4 n4p4 p 4 4p 4 _ r�• ,7, I"-1- 00� ��� 17a (//11 ^ L� a 4 ° C p o p .,p 4 46�.z� LIU IY11 :„° 7 "1:`',, ,, T/ c I,LJ (J,fI I ad a `� 9 4 p 4 ui'q 4 a 4 p a o o Q-d- 1- r~ 1 \ 2. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE I 1 4q a a as ° 9 ° < v_.. o ° s I ° ° a r zcy ti.-.c._.) �U r'7p4ppp4v4pb bgtrlob' tl�a ' (r1 1;1 n /\ Otak, Inc p 4 �Q u7 ° a ° � _ + 4 4 p yq 4 p O p p q/ q , a a L AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. -,-.�� -----44--,--i --� °° • ° O ^ I f r E I , 1 , , - _ 1 a i 0 e • • , 0 4 4 p g 4 44..-.4 a a ' 4 W cV 1 808 5W Third Avenue, Ste. 30 II o WM _ `a_x a ° °° ` a a a: O Portland, OR 9720 ! l co ©CV M M M M `� ¢-� ' ' • a a •, I . j 3. COORDINATE ALL IRRIGATION AND IRRIGATION SLEEVING WITH I 1 1 ¢ , _� M� A M. MA v) t- < �d ' a w a 503. 287. 682 I r -o EMI _ .� i r _ T via) `,• `~��� °- a , o a I LANDSCAPE ARCHITECT. www.otak.co a cn'cn L1�L � M4 >, a .�l - Q I 0 I �„�,�' I © ,, I CO ' � ��� aIi a 1 O '- ✓ p PRO ss sselk-. _ - © ! �� ? aae . • N Q STORM DRAIN CONSTRUCTION NOTES �Q,�. Fff� 00 rJ0 601+00 602+00 1 ` -_`/ , a a u 1-' '' 1'1'::-::- Z.:..".2 °a a a a°a ' co Q �c'�e.�G I N�F� /�� 1 - D as I as as ;- as as o \ r °.a° ' + II. 1 CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. �, 9 I I I Q � ` .¢ "' DRAWING NO. 010, SHEET 05.10.V) I 91573PE r in I L=10.60 \ t oaaaa ,a 12 PVC 3034 _ _+� , �° ` Cl PRELIMINARY 1 •y ■ to ' d I 1 DA M j 2 PRIVATE UNDERGROUND DETENTION VAULTS (OLD CASTLE S OREGON i S=O.G380 - I ~ 1 Qs 6p3FIl ~q M ,r l i f/J (nom a d v°as a a a a ro 0 1 -I..D01 LINE © a a T 1t. _ O - a Qom' ° a ° o a STORMCAPTURE OR APPROVED EQUAL) CONSTRUCTED ��!`SOT? s 2o'`��G, } n z cL=6.49 - (a a 3 •a a WITH ONSITE IMPROVEMENTS. SEE OLDCASTLE DETAILS, O V) - 12 PVC 3034 °' t- ¢ ..) D C B�� I = I -S=0.0050 ® .� - ` Q 'SS n SHEET C5.14. QS / a O 1 / ° - / \ j I EXPIRES: 12/31/2019 I • d I pq�`} 7 `I~ ~ ` [7,1 �% rz 3 CONSTRUCT PRIVATE 60 FLOW CONTROL MANHOLE PER STAMP -- a 4 t44 ~ - - - - -� _ O CWS STD. DRAWING 270, SHEET C5.11. _(fiI �' d' I :4�bpq7Dpp 4 pV 44Vvq 44' ■1 p n..-pv bq4-b 7V6Vpp- vpq 4 4 a_ 6Fj� ` O `IU �` `I1Tab4pppgvb g4pgpp4 p4ggq4 pq ly .IDAq bdq b pab pq q,, p ci I ZS ft/ ��nu, I •q� d 9 nt 4 D n_ 4 p n 1 „_ o _4 p p _4 p _4 q PRIVATE LIDA CONSTRUCTED WITH ONSITE IMPROVEMENTS. SEE PRIVATE LIDA ENLARGEMENT SHEETS. /1 / - o I I !` �� X di � ,� DBG PROPERTIES Y '� i o�� © + 1� o INSTALL OPEN INSIDE DROP MANHOLE PER CWSST LLC to Q ,�� � � r, w N o o© © D SEE SHEET m co N. Il ' `'' ', 7,;<,;,,Q c ) (9-, / ~' /"' o \ +� G� DRAWING NO. 080, SHEET C5.12. II ZQ .a -,..,,,,,,-,,,,,c, -& ava,aaaaaaao �. , -!� O ~ .-- j ;2 .. C4. 00 © _ PROJECT - v) v),<7 •„,s a o d `� (�� \' � I ~ 6 CONSTRUCT BEH I VE INLET STRUCTURE PER CWS DWG. BOUNDARY '`�'-----&--------.... a°e�: a •a • N a 0 aoi o �` El NO. 405, SEE SHEET C5. 13. SEE L I DA TABLE BELOW e a 3 ' +�;'a'Va ae Eta'R'2•1 �7 "' �, _ �+ FOR MORE INFORMATION. as 1 e a a , r , _ .aa '•aaaaeaaa° • ' m QC �J 1 a casaaaan [7~moo O= C1 pRl�ArE sD - • + SEWER CONSTRUCTION NOTES CONSULTANT 1�arERq�. � a �.. ► SEE SlrE UTILITIES c° ° NOCONSTRUCT SANITARY SEWER MANHOLE PER CWS DWG. PLAN: SDO1 LINE STA 600+00 - 604+50IDAp 010, SHEET 05.10. HORIZONTAL: 1" = 20' 1 CONNECT PRIVATE SANITARY SEWER LATERAL TO SEWER 20' 0' 20' 40' O MAIN USING SIDE SEWER CONNECTION PER CWS STD. c DWG. NO. 520, SHEET 05.10. Pow illlellIMI SCALE IN FEET in 3 LIDA INLET DATA NO./ STR STA./ RIM IE OUT LENGTH/ SLOPE „ TYPE OFFSET ELEV SIZE SDO1 29 LF 212 212 SDOF-M2A 603+74.07 200.0 195.72 " PVC 3034 0.150 8 Q 29.38' L J J ' n O O V / SDO1 24 LF Cl) + _ SDOF-R3 604+38.80 203.1 196.45 0.160 � �I _w 1 I 208Lri x i ?w 208 24.46' R 8" PVC 3034 CO z EXISTING GRADEJ c - °° Po co co L' oo ® SDO1 CL 1 77 r ���- + n Y - - - - - LIDA INLET NOTES: Z x _ 2 co CD - 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA 204 Q _ - CO ' (75 o° o rn @ °O 204 ENLARGEMENT SHEETS FOR MORE INFORMATION. N - �, W O F- 8 (N � - - - ¢ N a) - II a rn -- II 2. STATION AND OFFSET ARE GIVEN AT MIDPOINT OF GRATE. g co 00 Y4 I II I- I _ 11 I- 3. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE. E Co (-3-'-,,r)-. - - - 'Q °' II a II `' 1. M a II - (-' SEE STD. CWS DWG. 405, SHEET C5.13. ic tno � v) CD N o "' �n r II z a - FINISHED GRAPE v' v) `�' ``' v) v) ``' `�' 4. ALL STORM LATERAL CONNECTIONS TO RCP MAINLINE SHALL BE MADE Co 200 a =i v� ca X w 1-1-/ 4 5 0 I CL 200 USING INSERTA-TEE PER CWS STD. DWG. 530, SHEET 05.11. + ori .-- .) - - 0) Ct) - - Ce O C i CD r7 an i, v (D 1'7 rr> CI + < Nr- SS LATERAL INSTALLATION CHART Z CO 196 I �" coI\ -----r---- II O Q ( = II II z L=}09.l b 196 LOT STATION LENGTH IE @ MAIN IE (� END SLOPE cn o _ o - ' L=27.58 }5"RCP W z v ,,, ,,, ,,, www = ! r ---- L=`'i 7 1I "'SCP 5=0.0100 SSLATO1 601+91 33' 183.47 188.43 0.150 Q �, _ 15'RCP S-x.0150Q J (� 192 "'°;$ - - �._ =0.0160 192 SSLATO2 604+41 46' 189.95 195.47 0.120 ' 1 ' w- toT � � CO f >. W 1 T II _ SSLATO5 600+97 41' 181.58 189.42 0.190 I- = Z II Z C:1 < J�,, SSLATO6 603+55 29' 187.95 193.37 0.190 - I J 188 cn z _ L=24.75I-F D i / g"PVC 3034 '� 188 45L�r SANITARY LATERAL NOTES: 0 �"�" b„���' ��4 5=O.025F-/� 1. SANITARY SEWER LATERALS SHALL BE 6" DIAMETER PVC W _71 O S=0 027E TUFT + ) ro 3034 PIPE (GREEN IN COLOR) AT MINIMUM SLOPE OF 0.020 ■� F- CO 184 L=28.62 -- _.._.. �t�Mi , FT FT AND A MINIMUM COVER OF 5' (UNLESS NOTED - / N D �n 15"RCP- . .Sf..� Y -'•� T25.06 z (a od Cr:- 184 OTHERWISE, SEE CONSTRUCTION NOTES). U n' V P S=0.017FT�T -- 15"RCP _ a) r C=0.0400 -. �,..�T, 3 s a o0 �' 2. ALL SANITARY LATERAL CONNECTIONS TO NEW MAINS SHALL L=1 p;,•13LF i E" -: L=�gg3 " 5-0.1000 II TITLE LI E CV _ "' II = BE MADE WITH SIDE SEWER CONNECTIONS PER CWS STD _ -15'RCPz ifi- + `- w Q o m o DWG 520, SHEET C5.10 # DATE DESCRIPTION 180 XX 180 ��� fr 0.01 CO �- z z ;" coo o - cn v) E2 w w U 43 r�:::::::::=1:11 Z (/) . e N i 0�0 Q Q) a) 3 Y _ Ln cel r` I- rn ' II (0 i') f Z CO �n N ~~- nano n N W (O 11 o N• d •--' co cr) (ofl � p o 0 0 � O -- J 176 SI)MH- (48'x_ MH I 4- c r`n-, N, w-, w rn - n d .uU.7._r. u-' .U-' 176 HUNZIKER STREET STA: 11+62.34, 20.02' R o CO N �r a CO °� ") r II II = SDO1 STA: 600+21.L7 (c) co. N co o V) II II g Q 11 Z z o RIM = 185.3 � � �' '° II n � II Z I� I c� w w w IE IN = 177.98 (15' S) r II o a �.� r- 172 I IN = 177.98 (15" E) A o iz ° c�_ , . w _ 172 IE OUT = 177.78 (15" W) "' "' ` w w HIGH /LOW BI-PASS REVISIONS in 170 170 0 600+00 601+00 602+00 603+00 604+00 604+50 s a SLH KDC L. PROFILE: SDO1 LINE STA 600+00 -- 604+50 � DRAWN BY CHECKED BY oPFI SUBMITTAL HORIZONTAL: 1" = 20' STATUS ilLai MAL: i" = 6' 02/26/2016 'o DATE o_ J 17052 E PROJECT NUMBER 0 N U) co O N O 04 . 01 (B m ©2018 OTAK, INC. E o If this drawing is not 22"x 34",it has leen reduced/enlarged.Scale accordingly. e co a4Li . . .. ; 7 -� �� a- a - ,L-7],,. aa c\Ia4 I 1 X , A a ° J L.L. 3 :r.LI. 4 k ��l .1 h F F -II m o - a a C° i _ �� , `� a I r I I a:4.'4.a aQaa�Qaadaaq�a�ac/a�aaaQa � , Lc) _a _4 u4il -� u�a4 l a ma 2- aaa ,, ,:aa%<, aaa4aaa+ 4°I4 aaQaaa4ad �� LIDA M23 qa°aaa � 0°0 � e�� a a a 4aao I � Otak, Inc. ° a _4 _a4 �I _ a-.a naw f 1 44 a o �..1 a e a a tl e Q v _ -___ a 4 a -_-A 4 ° _-- I n a ° . e Q- e eI I a 4 ,. .34,,,,,, ,,,_3.,, ,„<2,,.J„,v a a 1 I o V a 4 Q a 808 SW Third Avenue, Ste. 30C °la d �a Portland, OR 97204 s. 0 I _ _ - _ ¢ �` rel 25 o n e a 1 I I 4 I I I I 1 r I 1 L � I 1 I I I 1 (_ -- I I I 7 -_- - f _ rQ V �- .1 L 4I & I I V I I I l a 5"-- 0 c -� - 5WWW.0 ak68on" a I a O 1\hL /] n ! °i 1 S 1 I L l I y `/'1 LLL �. C , y - - 4 , 0 0 0 ) 0 3 0 0 0 0 ��ED PRafFf�, U H 7 I . _� �� a 4 `a ` a SEE SHEET ��``�GtNE�� /�� J 91573PE V 1 i A M /AMA M M M M k ,"A }~A IF-M� ill M M� M v� IAM� , C4 . 03 PRELIMINARY H - ----- P,"I MA ha MA MA MA MA h1� MA MA --- ---0 A� ,' r,_-, rl J . . S OREGON co O %' �'° `� Ln � T 1 3, y0 ci- ss ss ss ss ss ss ss ss ss tss ss ss ss © F a c r��\�� 605+00 606+00 • 607+00 0 60 =a 0 609+00 U) as s _ _ I - CIS I OS as as - as I OS as as as * � OS I OS OS I as -+(�- _I EXPIRES: 12/31/2019 I_ W > LI I 1 I _ - _ - -��\ a ap a- STAMP I W I--I I 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - I 0 0 0 0 0 0 0 0 0 0 0 _ - I I I I I I I I S 1 I I I I -- a aa I I 1 I III i { - g ° a �' aa aa a a '3-'4'4-4 aa a a te , a � � aT4-a _a 1 I I I I I I I I GI �l I a I saa ada�' daa�e _ay a--4�-ya a�a a4 c� DBGPROPERTIES _Yaa-aa44v°-cr�'aa4'd .a a 4 a aa ��a -a ,.,,,i44,17-r- - - tea �s� aa4aaa a aa a aaa�14adaq� IA} a4 „,4,4,4.„4, a_a_a_ � 3:, - a°a4a"44 aan4aaadaa4aaa4<a a a .41:114:114„4„4 .444„4„4„ . 44aa a44an44ag444a44a4aads 4 / 4da -4 _a _a_4aand 4 -4 _ _4 , 4a ,aaa 4�a4aQarc . ' ' _ aQaa�as qa � a°.©aaaa_aa�a� �aaagaa4aas LLC 0 444gaaa4a d _ aa „a„aaaaa _aa444a4aa4a _aa4 L�eAa�2a _aaaa J - _ Q -ISDO1 LINEF I o = I ui IS. Q LiJ Lco cn n co o ¢ a o = co = co =- M ¢ CED = cap D = co p F- CONSULTANT cs u (f) 1- PROJECT -- L:II - v) +1 o � 0. - BOUNDARY - C) i . bli. did . •••• =. dmem _ _ PLAN: SDO1 LINE STA 604+50 - 609+30 HORIZONTAL: 1" = 20' 20' 0' 20' 40' SCALE IN FEET 212 212 EXISTING GRADE Q 208 ® SDO1 CL 208 CO - - - - - - ___ ____ ____ _ ----- - CO + l' 0 Z204 - ` ~ 204 \ _ loll 0 FINISHED GRADE . It 200 Q. 1 200 2 Q I in- Lo gl- 196 - ��.. . - - 196 Ce + I.-412.64LF 15" R1P S=O.O08FT/FT 0 C ' I , `- Lr .1,-. ..e=r.a�artilEf7 Al O (0 i.--,,, CI.. 0 < 192 w W Z �l ,.y51r n 'vt3054 S-U.( 1F I /F I - / 192 < LY_ .r O J Ci) N USCOO O Q a 1.L. 188 0 o c0 r` co _ vVr 188 ❑ Q Z ^� z I ^ z ^ z i � o � II J O _ " c�0 ` I3 N 10 nom W W CNI CM U 184 O � .a Qom ; N opo °D� 184 w J cD r7 Q' co • 01 co o Lf) d' CO ❑ V) - II acnN II -FtQ II U L.L. V/ D I I, n 15 f n I I I I- m o II ' z O m o Il - p 1 a Il _ ap 180 ^ (a-a- w cww cnc= tY - w 180 TITLE # DATE DESCRIPTION O XX U 0 176 176 604+50 605+00 606+00 607+00 608+00 609+00 609+50 0 PROFILE: SDO1 LINE STA 604+50 - 609+30 3 SS LATERAL INSTALLATION CHART LIDA INLET DATA 8 HOREONTAL: I" = 20' 8 VERTICAL I" = 5' LOT STATION LENGTH IE 0 MAIN IE © END SLOPE NO./ STR STA./ RIM IE OUT LENGTH/ SLOPE STORM DRAIN CONSTRUCTION NOTES GENERAL NOTES I TYPE OFFSET ELEV SIZE SSLATO3 607+64 26 193.47 198.41 0.190 5 D CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. 1. WATER AND FIRE UTILITIES SHOWN ON THIS SHEET ARE SD01 REVISIONS o DRAWING NO. 010, SHEET C5.10. SSLAT04 608+46 62' 194.21 200.37 0.100 52 LF 0.060 PRIVATE AND NOT PERMITTED WITH PUBLIC FACILITIES PERMIT. SDOF-M3 608+67.40 205.0 199.43 52 00' L 8" PVC 3034 SEE SITE UTILITIES PLAN FOR DETAILS. SANITARY LATERAL NOTES: SLH KDC El PRIVATE LIDA CONSTRUCTED WITH ONSITE IMPROVEMENTS. 0 SEE PRIVATE LIDA ENLARGEMENT SHEETS. 2. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE 1. SANITARY SEWER LATERALS SHALL BE 6" DIAMETER PVC SDO1 50 LF DRAWN BY CHECKED BY LD AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. 3034 PIPE (GREEN IN COLOR) AT MINIMUM SLOPE OF 0.020 SDOF-M2B 605+17.01 200.7 194.80 0.020 MI CONSTRUCT BEH I VE INLET STRUCTURE PER CWS DWG. FT/FT AND A MINIMUM COVER OF 5' (UNLESS NOTED 49.62' L 8" PVC 3034 PFI SUBMITTAL 6 NO. 405, SEE SHEET C5. 13. SEE L I DA TABLE (THIS 3. COORDINATE ALL IRRIGATION AND IRRIGATION SLEEVING WITH OTHERWISE, SEE CONSTRUCTION NOTES). STATUS N- SHEET) FOR MORE INFORMATION. LANDSCAPE ARCHITECT. 2. ALL SANITARY LATERAL CONNECTIONS TO NEW MAINS SHALL SDO1 23 LF 02i26i2018 SDOF-R4 606+23.07 203.6 179.53 DWG M520, SIH� SIDE EOWER CONNECTIONS PER CWS STD0.020 22.64' R 8" PVC 3034 DATE J 17052 E SEWER CONSTRUCTION NOTES LIDA INLET NOTES: PROJECT NUMBER L,-, 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA O CONSTRUCT SANITARY SEWER MANHOLE PER CWS DWG. ENLARGEMENT SHEETS FOR MORE INFORMATION. N NO 010, SHEET C5.10. 2. STATION AND OFFSET ARE GIVEN AT MIDPOINT OF GRATE. 02 a 3. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE. C4 . 02 OCONNECT PRIVATE SANITARY SEWER LATERAL TO SEWER SEE STD. CWS DWG. 405, SHEET 05.13. 2 OO 2018 OTAK, INC. MAIN USING SIDE SEWER CONNECTION PER CWS STD. 4. ALL STORM LATERAL CONNECTIONS TO RCP MAINLINE SHALL BE MADE o DWG. NO. 520, SHEET C5.10. USING INSERTA-TEE PER CWS STD. DWG. 530, SHEET 05.11. if tni5 drawing is not 22"x 34 it has been ° reduced/enlarged,Scale accordingly a 0 k (:), D -08 0 w Otak, Inc. ri 808 SW Third Avenue, Ste. 30C Q >. o Portland, OR 97204 503 287. 6825 Q in o ,t: STORM DRAIN CONSTRUCTION NOTES GENERAL NOTES www.otak.corr "z co + - O c, ± CSI El CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. DWG. / l o r DOST. R�W rn i -� c) �� 1. WATER AND FIRE UTILITIES SHOWN ON THIS SHEET ARE PR(}F v1s1. NO. 010, SHEET C5.10. ��� FSS I v— M N 4RlYEWAYPRIVATE AND NOT PERMITTED PER PRIVATE SITE UTILITY 5� C'►NE /D �r' - i 2 CONSTRUCT LIDA RAIN GARDEN PER CWS. STD. DWG. NO. PERMIT. SEE SITE UTILITIES PLAN FOR DETAILS. (4 El? y 1 _ o � S , I 1 Q v) � 0011 612+55 797, SHEET C5.13. SEE ONSITE GRADING PLAN FOR 2. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE PRELIMINARY R�i , L f 1 - I } ELEVATIONS. AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. OREGON S� rI a x SPILLWAY s� ^� C�. L,� ` O 6 .4 W�R0CK L. 3 CONSTRUCT BEH I VE INLET STRUCTURE PER CWS DWG. 3. COORDINATE ALL IRRIGATION AND IRRIGATION SLEEVING WITH ��<<cAT' 3' o��`' NO. 405, SEE SHEET C5. 13. SEE L I DA TABLE (THIS LANDSCAPE ARCHITECT. D. C H\\ 7//: • 7/ rr < 4 -� 11� . <:::::av:ej7111111:776:1:71, 111: SHEET} FOR MORE INFORMATION. _ _ .0 k {{{ EXIST. Epp EXPIRES: 12/31/2019' * n'r • rf f������I� z ff ��� � pII Q, r , O J ,��-'` �° p���¢�� 4 PROV I QE 15" CAPPED STUB FOR FUTURE CONNECTION. 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'� l; A ^ . + , �` NO./ STR STA./ RIM IE OUT LENGTH/ SLOPE ,°,4.44444444444.4. 44444 444 444 4 44 4 Y + n '_ M� ,\ G l 4444 4 44 6 4 444444 44 ° n � o TYPE OFFSET ELEV SIZE d4 4 = Cp a dq a , SDO1 16 LF Ci (-' SDOF-V1 612+29.30 235.7 227.27 10" PVC 3034 0.080 a_ LI 16.45' R LIDA INLET NOTES: PLAN: SDO1 LINE STA 609+30 - 612+55 2. STATION 1. SEE EAND OFFSET AREET C5.13 FOR OGIVEN AT MIDPOINT ORD�N�DETAILS. HORIZONTAL: 1" = 20' 3. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE. SEE STD. CWS DWG. 405, SHEET C5.13. 20' 0' 20' 40' 4. ALL STORM LATERAL CONNECTIONS TO RCP MAINLINE SHALL BE MADE USING INSERTA-TEE PER CWS STD. DWG. 530, SHEET C5.11. (/) 1 1.0 SCALE IN FEET In 236 - _ 236CV Q _ -- -- Z CO J n 232 I -- 1' L=15.00 232 W 0 QIP /`- 15"RCP • , S=C .G450 O --- lil III CO 228 - --- ..---t------ 228 + 5�-52 Ce �`7,„RGp IS��Ua� O S 224 224 • az CO EXISTING GRADE CL LLJ Z L< ® S001CL. �Va 1 Q S6�-F L=20.00 0 J Cl) -. 104 C 8"PVC 3034 220 f1 220 A- - $.��ppE� S=0.(1450 COW N © r i — w 3 i J t• ,� z J w 216 l- wz ul I z wZ , � o o FL- 17 "'� gn, ci �� _ i r; ,� 216 J Coao �' .� 'n ? l• ,n FINISHED GRADE I 3 I 3 0 {..) 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Q If this drawing is not 22"x 34".it has been reduced/enlarged.Scale accordingly. I Otak„ 1 in. -. - - _r r- - - - - .. _ -„. - - - -- �. .-- - a - - = - - - -. - - - -• . - - -- - .. a a a a a - TRACT- I. a a a s a a a a- a - r .. -.. 1 STORMWATER POND STORMWATER 7,, _SEE SITE UTILITIES PLAN 9 \ ' SEE SHEET C4.06 FACILITY ' A �� Li,' �''-'� POND INLET, \ , °o A at 4 u�/ i 1 M V� /SEE SHEET 04.06 Otak, Inc \ \>p. ,° . ° FL=158.70 0 OA Grim FL=158.70 FL=158.70 808 SW Third Avenue, Ste. 30 PROPERTY LIN E- \ l'::°:,11 ,p ® `7 © .. © PUE D Port1503. 287968205 \-- \--- ° � i - - - - _ - - - - - - - - - _ - - l ° . ' - - in - - = ----1-ii-a---6---- ii - .. 6---. -..-.i `-- - - -. - �� . . .- . . =i - -� y www.otak.corr 11 \ Lk'. # r R/W La,336+27.36 LL 2000 EL © = fTl� _�- ,�_ _ _ _ _ _ _ rn 3 SDQF-W5 1 e m�� c A1. p D a m a r n ar D n c _ _ A A o �' o n 11 r M �`�D y N i�x�� V " . > \ °.. 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Fr n n -�d o n�: �,� 4 4 n4 d d 4 n .d 4 n n q a 6 nn "`•4 nw� q n�q q d n4 p d C n4 d 4 aq� ( \ II , , _ PRELIMINARY �.._ _._ A ©� 4s 1 S LD0F-W4 3 POND OUTLET, ,b/ ©►DOF-W3B- /�� SDOF-W3 b > ,s, OREGON 0 © ♦ 5D S[: / �A \ i SEE SHEET C4.06 � O1.1g I CA) C) `L r i s 1" % :----i--1+-00- SD O SD Q SD SD SD SD aU1 F p \ + 32+00 J 33+00 34+00 35+00 36+00 I + Q 0 CH\\- I H\\- I w ! \ w {' w I w w I w Q-w I w w I w w I w w I w w I w� w 1i1Y w 1 w A w- 0 01 31+31.37, 5.50'L © % \ ©31+31.37 J J I u-) -I I - EXPIRES: 12/31/2019 \ 1.50jL o WALL STREET ©I o STAMP X \ \ CO c) oc) 7 --._,=d[ JThr----LR-1-1„ 1 \ \ `I' 7 n 35+64.38 0.00 Q CV_-- IariiI - -o *�N �. _t:i - - - - - wm = Q��-�It_=:::_ -®■r._._- _ -.- E. - I.■ _ - ...- _ _ tem-:_�- __ -17A1111111111111 DBG PROPERTIES I r °I + ' ~ co R. LLC RETAINING WALL, WALL STREET 1 c) 1- m PROJECT BOUNDARY/ 1� TRIMET WESTSIDE EXPRESS SERVICE - RETAINING WALL, SEE SHEET C2.20 I in a SEE SHEET 02.20I 31+31.37 0.00 cn cn PROPERTY LINE CI v, El c) 0 PLAN: WALL ST STA 31 +00 - 36+50 HORIZONTAL: 1" = 20' CONSULTANT 20' 0' 20' 40' SCALE IN FEET 1 ` � I 176 � CLOF � / � i�� - - -- 176 EG _ SW WALL ST / o LU z L.(2. z 172 r / r1„, it C>, OF 172 I -S oo / ryd WALL ST __ 111 STORM-DRAIN n °° MANHOLE BY n N krj / 168 OTHERS m + '° r H 7 - 71 II168 CD -IE=155.54 "? II z MIN. 3' COVER TYP. i CII) Ln REMOVE CAP AND CONNECT to 1- _ TO STORM C RAIN STUB BY OTF ERS. 1 CONTRACTOR TO VERIFY LOCATION (0 164 PRIOR TO N. 164 I 12" Cl 52 D4 VAIER - 1 W O (1\ 1 FOR POND INLET I -- 160 -.- - _ t / PI AN / PRC\FIf + - - 1602 L-j / I L=243.36LF 12" PVC 3034 S=�.005FT/F f COFimm -I2"PVC 5034 n n ! '� S-O.DCi50 v L=119.49LF 12" PVC 31034 5=0.005FT,/FT V Ce N- 156 - 0 . 156 CIO- - - = L= 2.41 LF� - � � a Z Q 8"P JC 3034 o N C S=0.008FT/FT ^ z d N am 152 Q _. I o � 152 � Z � ; SANITARY SEWER- IE=154.94 t z ` . ~' '_ 0.;MANHOLE BY KtMUvt LAI' ANU o "' 1.....4 . I rn +s. II OTHERS CONNECT TO SANITARY L v n °o Lo z r'' II zCr) I2 148 E EW P. STVIII OY I 63 0 0o u j '► o 0 148 Q ~ OTHERS. CONTRACTOR c orn `� - ± `D - H V) Cl) 1r ``I w ❑ C7 -J _ I TO VERIFY LOCATION .:In .. � I rN i 1 PRIOR TO o + (0T' "- II V) cnEw wL.L. ~ CONSTRUCTION. _ If I 0 144 144 W 0 _Ti c) ¢ �_ w SEE SHEET C4.06 FOR co "' E - - POND OUTLET PLAN / PROFILE I- m 142 142 31+00 32+00 33+00 34+00 35+00 36+00 36+50 U PROFILE: WALL ST STA 31 +00 - 36+50 LIDA INLET DATA TITLE HORIZONTAL: 1" = 20' # DATE DESCRIPTION •ciVSR'1`iCAL' 1" = 5' NO./ STR STA./ RIM IE OUT LENGTH/ SLOPE xx E TYPE OFFSET ELEV SIZE q Z GENERAL NOTES SEWER CONSTRUCTION NOTES STORM DRAIN CONSTRUCTION NOTES WALL STREET 37 LF SDCO-6A 31+62.28 163.0 157.7612" PVG 3034 0.020 1. SEE PUBLIC ILLUMINATION PLANS FOR STREET LIGHT LOCATIONS O CONSTRUCT SANITARY SEWER MANHOLE PER CWS DWG. CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. DWG. NO 010. SEE 42.50' L 4 AND DETAILS. NO 010, SHEET C5.10. 1 SHEET C5.10. WALL STREET 30 LF N SDOF-W3A 34+60.34 168.4 159.920.040 2. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE O CONNECT TO EXISTING SEWER WALL STREET SEWER 2 CONSTRUCT STREET SIDE LIDA PLANTER WITHOUT STREET PARKING PER CWS 19 75' L 10" DIP N. AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO STUB. CONTRACTOR TO COORDINATE WITH CITY OF ❑ DWG. NO. 795.1, SEE SHEET 05.13. FOR LIDA ENLARGEMENTS SEE SHEETS SD / SS LATERAL TABLE REVISIONS Q CONSTRUCTION. TIGARD INSPECTOR AND FIELD VERIFY LOCATION PRIOR C4.07-C4.08. WALL STREET TO CONSTRUCTION. 30 LF 0 WALL ST SDOF-W3B 33+84.76 166.8 159.92 0.040 3. COORDINATE ALL IRRIGATION AND IRRIGATION SLEEVING WITH CONSTRUCT BEHIVE INLET STRUCTURE PER CWS DWG. NO. 405 SEE SHEET PIPE NAME MATERIAL LENGTH !E ® MAIN IE ® END SLOPE 10 DIP SANITARY CLEAN OUT INSTALLED WITH ONSITE UTILITIES 3 STATION 19.75 L o LANDSCAPE CONTRACTOR. IO C5.13. SEE LIDA TABLE BELOW FOR MORE INFORMATION. PER CWS STD. DWG. 500, SHEET C5.11. SEE SITE BY OTHERS - _ SLH KDC SD 10F-NE 31+62 12" PVC 3034 37' 157.02 157.76 0.020 WALL STREET DRAWN BY CHECKED BY 4. ALL WATER LINE TEES, BENDS, JOINTS AND ENDS SHALL BE UTILITIES PLAN. E1 STORM DRAIN CLEAN OUT INSTALLED WITH ONSITE UTILITIES PER CWS STD. k31 LF 4 SDOF-W4 32+05.59 162.8 159.321O" DIP 0.020 N. MECHANICALLY RESTRAINED WITH CITY APPROVED RESTRAINED WATER CONSTRUCTION NOTES DWG. 500, SHEET C5.11. SEE SITE UTILITIES PLAN. SS B2-NE 31+74 8" PVC 3034 31' 155.48 155.73 0.008 19.75' L i PFI SUBMITTAL o JOINT SYSTEM. STATUS o 5 CONNECT TO EXIST. 12" STORM DRAIN STUB. CONTRACTOR TO COORDINATE LATERAL NOTES: LIDA INLET I.OTESUALL STREET ( 1 CONNECT TO EXISTING 12" DUCTILE IRON WATER LINE F 02126)2018 -GT5. FOR PUBLIC LIRA ENLARGEMENT, SEE SHEET C4.07-C4.08. `�/ CONTRACTOR TO COORDINATE WITH CITY OF TIGARD WITH CITY OF TIGARD INSPECTOR AND FIELD VERIFY LOCATION PRIOR TO 1. PRIVATE CLEANOUTS INSTALLED WHERE SHOWN WITH ONSITE 3DOFS1ii SHEET 6$+1153.121 R LID,. 1I it 1)ET1 7ANC , E4c&431734 C 4. 020 DATE a CONSTRUCTION. FOR LDA ENIIARMENT5. INSPECTOR AND FIELD VERIFY LOCATION PRIOR TO IMPROVEMENTS. SEE SITE UTILITIES PLAN - _ _ r - _ CONSTRUCTION. - :-- • - :-',TC. 17052 Ea. a PRIVATE LIDA FACILITY, BEEHIVE INLET, AND ASSOSCIATED LATERAL TO 8E 3. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE. PROJECT NUMBER x.•11 CONSTRUCTED WITH ONSITE IMPROVEMENTS. SEE SITE UTILITIES PLAN AND SEE STD. CWS DWG. 405, SHEET C5.13. (:\ CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY OF PRIVATE LIDA ENLARGEMENT SHEETS . 2. ALL STORM LATERAL CONNECTIONS TO NEW MAINS SHALL BE MADE WITH CO \::.r// TIGARD STANDARD DWG. NO. 542, SEE SHEET 06.00. SIDE SEWER CONNECTIONS PER CWS STD DWG 520, SHEET C5.10C 4 ci 1-Ti(� INSTALL (1) 12" MJ BUTTERFLY VALVE INSTALL OPEN INSIDE DROP MANHOLE PER CWS STD. DRAWING NO. 080, ■ 0 4 ,t � �/ SHEET 05.12. * CONNECT TO 10"PVC INSTALLED UNDER CITY OF TIGARD SW WALL STREET SEE CITY OF TIGARD STD. DWG NO. 503 AND IMPROVEMENTS PROJECT. CONTRACTOR TO VERIFY LOCATION PRIOR TO o 2010 OTAK, INC. 0 504, SEE SHEET 06.00. CONSTRUCTION. If this drawing is not 22"xt it has been a reduced/enlarged.Scale accordingly. WALL STREET2 _ \ Otak 40+00.00 37.50 L ` /� L o PROJECT \\(BOUNDARY Otak, Inc co oi cll N ♦ 808 SW Third Avenue, Ste. 30 Z ♦ Portland, OR 9720 m N ' 503. 287. 682 in I7 cj www.otak.corr r PUE I a 0 0 0 0' u • R/W ' 3 SDOF-W1 ♦ c'`�� G�N�ERx�py - - f- - - - - - - - ` - - - - - - - - - - - - - - -- - - - - - -- -- - - - 91573PE l 4 - p D a PRELIMINARY A tr e p g > n v D • o D n a a tr .D tr. ° �tr A D e -> p D v n e a o v. ° - e.. ptr, 'D a e 0 © n a n q - 9 ° P .. 't p -e P _ .D aw • b - - e ' n . ' i ° - _ G, . - '' n-6 D 'A _ 'p /' - AD - ° y' 9n - c ° 0 ° tr . I _ -, • , A p. a - aD D a tr. - a n n O ♦ OREGON 4:4:4:4,44 :4 4 4 a.,4 4 q44,--4,4°A.44 .,4 4 4 g a Q _ ``'^ 4'4_44 „9 4 a-y g 6 a-.�a q q G: 4 q 44-4:46, 4 I Q 4 q 4 a�d q Q'd 44 q 44:4:4:41111:4 4 4q n 1'� ��/4 4�4 q 4 dq 4 44+:4 - 4 A y 4 4.e:',',.,4 4 a-4',4 d a-4',,'" .4 ad q 4-a",116 Q, 4-d Aq q 4-6444,-44U- -q 4 QQ 'y�{) _yqq 4 d q -64 q A-4- -44 q 4-4'4 q -4 4-,. 4 q _ 4 '1 f� dd d 4 4 dq 4 d 4 44 g d q n t I�A If Ll� 4 q ad 4 0 4 44 4 a q 44 4 4 4 4°q 4 4 4 • 4 4 q 4 4 4 d ���yyy4 I VA VA. �� 4 q 4 q 4 / ? • q4 4 4 q 4 q �III44.4 q I D ^ii!_ q 4 . 4 d 4 q 4 d 4 4 4 6 [ q. 1. - (Z114°,44.44dnw 4n 4n 4n 4� 4 do - 4n � - 4e daw _ 1 w .A4-4:44.1,44 qdn 440 . q4n . -'�4 . .71440 . 460 . 4 n� - \. 1 .111;64-',4_. 440 . q4e 446w .44411 d44„d.Gq 4�p .,� dq 44p 44q 64q 644 44 4;4,4,444q 4 . \ A1.-13 V' �N. G] 4 n n 4 n w "4 d w 4 n d o 4 n 4 n 4 n d o z 06/ \(5/ I \ / \ / a. C li1LC" SD SD SD SD SD SD D / \ SD SD SD SD SD D SD SD SD SD SD SD SD 1 / \ m I rn J _ ♦ I EXPIRES: 12/31/2019 l_ CD„i rn 37+00 38+00 0 39+00 gLn 40100 41+00 0 42+00 ♦ STAMP W - I w w I w W I w w I o W I w w I W w 1 Vi-- _-w W W I W I W w` ----iv _ I ` -P I I WALL STREET _rl O �, Q WALL STREET ' 41+98.30 0.00 0, -. 4 Q 40+00.00 0.00 W DBG PROPERTIES O 0 p, + Q, LLC •O e I I I +� rr a�. INN NM MI rnQ - rr1.1 gm im - C - - - PROJECT BOUNDARY NDARY c1v) cr)Li RETAINING WALL, SEE SHEET C2.20 U TRIMET WESTSIDE EXPRESS SERVICE � v) PLAN: WALL ST STA 36+50 - 42+25 CONSULTANT HORIZONTAL: 1" = 20' 20' 0' 20' 40' SCALE IN FEET N 7 EG ® CL Of - FG ® CL OF SW WALL ST / SW WALL ST 172 172 - -- / -------- MIN. 3' COVER TYP. 168 _.. _ .._. --- - -..---- ------ _ _..------- _ -- - - -- ---... __ 168 co N \ 1 _ 12" Cl 52 DI WATER - -- . - (NJ 164 _ _ � � � � 164 0 11 Z '1` - _ 1t.3-3LF To"-p,C 3034 S_n-gn Fi- - - - - _ _ I � F- 0 L=155.11-LF 12" PVC 30341 S=a.004FT/FT -, - - ! - - ~ d =n nnSFT/FT - - - // 0 160 L-213.z6LF 12" PVC 303 S -- ~ 160 11L.0 -:: IX CD o � CO - w W z `� 156 ^moi z Q cnzr a Q Q O Q 7n l''' C3 NNS I 156 Q N Q v I �'ti' cr, � r} N • Om 0 I- "`� � Via, O W r--00 • W Z CO re) rnito• o c'a (7 - + � I a 152 ' cl? ^ n `O o + . ll � it 152 J rn IIz � C/J rn '0 - - II _ II II - Ci 1-- p II III ~ Q ! z z o cncnEw uCi) r .n J rl ( U7 W W W CI W ❑ -I J 148 148in. � F- Q W ° J 144 144 D LL 511 Cl) 142 142 36+50 37+00 38+00 39+00 40+00 41+00 42+00 42+25 TITLE # DATE DESCRIPTION XX v 0 ai 2 PROFILE: WALL ST STA 36+50 - 42+25 GENERAL NOTES WATER CONSTRUCTION NOTES STORM DRAIN CONSTRUCTION NOTES LIDA INLET DATA HORIZONTAL: 1" = 20' 1. SEE PUBLIC ILLUMINATION PLANS FOR STREET LIGHT LOCATIONS �/ INSTALL 12"X8" MJ TEE CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. DWG. NO./ STR STA./ RIM LENGTH/ VERTICAL: 1" = 5' AND DETAILS. L/ INSTALL 8" MJ GATE VALVE (NE) NO 010. SEE SHEET C5.10. TYPE OFFSET ELEV IE OUT SIZE SLOPE INSTALL (2) 12" MJ BUTTERFLY VALVE (NW, SE) 2. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE SEE CITY OF TIGARD STD. DWG NO. 503 AND 0 CONSTRUCT STREET SIDE LIDA PLANTER WITHOUT STREET WALL STREET AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO PARKING PER CWS DWG. NO. 795.1, SEE SHEET 05.13. 9 LF 504, 000.005 CONSTRUCTION. SEE SHEET C6. . 165.8 162 FOR LIDA ENLARGEMENTS SEE SHEETS 04.07-C4.08. SDOF-W1 41+87.89 .31 10" C900 19.75' L � STUB AND CAP 8" DI WATER LINE TO BACK OF REVISIONS n 3. COORDINATE ALL IRRIGATION AND IRRIGATION SLEEVING WITH �:./ LI CONSTRUCT BEHIVE INLET STRUCTURE PER CWS DWG. NO. WALL STREET a PUE FOR FUTURE EXTENSION. Q LANDSCAPE CONTRACTOR. 405, SEE SHEET 05.13. SEE LIDA TABLE BELOW FOR 9 LF 0.190 MORE INFORMATION. SDOF-W2A 39+54.06 168.2 162.77 1O" PVC 3034 4. ALL WATER LINE TEES, BENDS, JOINTS AND ENDS SHALL BE INSTALL 2" BLOWOFF PER CITY OF TIGARD STD. 19.75' L SLH KDC E MECHANICALLY RESTRAINED WITH CITY APPROVED RESTRAINED �•/ DWG. NO. 570, SHEET C6.00 a CONNECT TO STORM DRAIN LINE USING SIDE STORM WALL STREET DRAWN BY CHECKED BY cl JOINT SYSTEM. PIPELINE CONNECTION PER CWS DWG. NO 520, SEE SDOF-W2B 38+14.43 169.5 162.29 9 LF 0.190 PFI SUBMITTAL 6SHEET 05.10. 19.75' L 10 PVC 3034 STATUS 5. FOR PUBLIC LIDA ENLARGEMENTS, SEE SHEET C4.07-C4.08. , U STUB 12" PVC STORM DRAIN LINE AND CAP 2' PAST PUE 02/26/2018 LIDA INLET NOTES: .. FOR FUTURE CONNECTION. 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND SHEET C4.07-04.0$ DATE J FOR LIDA ENLARGEMENTS. 17052 E 2. STATION AND OFFSET ARE GIVEN AT MIDPOINT OF GRATE. PROJECT NUMBER N 3. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE. SEE STD. CWS DWG. 405, SHEET C5.13. 0 2. ALL STORM LATERAL CONNECTIONS TO NEW MAINS SHALL BE MADE WITH N SIDE SEWER CONNECTIONS PER CWS STD. DWG. 520, SHEET C5.10. C4 . 05 0 c, ,„ ©2018 OTAK, INC. 0 a) o If this drawing is not 22"x 34",it has been d reduced/enlarged,Scale accordingly 180 180 a 186 /,/ - _ .■ 1 4 176 / EG c SD - /� , Inc . . __,,\i-. .\. _ _ \ \ R,W / LINE GL 176 • • - - mss 7_� I _ . - DPM sr. AN. a 182 / Otak} / 808 SW Third Avenue, Ste. 30 �' \ - - CI ' / U ® SQ Portland, OR 9720 1 / POND WALL- - 'S• 18C ~~ LINE CL 503. 287. 682 0 51 00 SEE SHEET 02.22 B 52_� _ B 53+00 53+00 a �._r \ 172 /.\\ / ` 172 www.otak.co I I r I I 178--_ ;.raj 5uul-1v• :� :mer: �.�r. �D PRO/ C.44-6,_ r 176 - \ J� F� G�N� ���/� 13 IL OISDOF-10D 1-SDDI-10: �' •,1 " 168 168 _ PUE - POND WALL S `�`' �91573pE� 174 SHEET C2.22 PRELIMINARY . kt 1_ - \ SDFC-1OC�- ___. R as OREGON I- sF o., , - -+ - - - � - - - - o - - ,,77 - - - - - T- - - .� - - � --_ - � -= � 164 �<l�A z Q` , ° - b° a t, \ ..tl , e ° D A 0 - °.. .� z-SDMH©OD� w° ° ,° �p • D 1e ' , , D- � • • ° ° °' D �� DO h' C7. D ' \ °°•• - b , ° e "\a p.. � ,.p D - A D 164 .� T� 3i Ov • D D' ° ° ° o ° D° D - 'D D e a ° � - b' ° • D D b o A ° /� OF InI /+�J n ° p- pq 4pq'" °q' gIA ^n - ana-^� °,441:.:\44.,;,,"..,44.4, d -•wpd -"4q -w4p 44 u4q *+4n 1r�an -444444i:60 ,wpa ° ° ° ap ...qpp -.,wggp-.0 aa~wa 'e ' 4qa .,qq .,ap -.aq ° -- TOP POND T Li1�� °q4�°aa d° ISI V!'l W Ia64�y°4p°°pod°°qap°qday �O * \ ',.--4,,,44 p °4aa°g4pa •LIbA W3B.,°p4� T �pn�pp °ap g4pad4pdapap p4 gLfDA„ f3A-�JJ�'°4aa4°4paAg8aa o°4A°l am ELEV: i5� rnt) SEE �J-IEET 04.05 1 e ., 4p � .dgan ° un _ � n ddln „ qqa an dns .. ...... .... 1 - - -- - --- - - - - - ----------------- .�4.. 92°°41 . .n , ir,.A an „"i, dgaA-_d4n-.-- dpa 4an _ a,.. frn ae ., an . _ ap� - FOR I EXPIRES: 12/31/2019 �} 54+00 C NTINUATION STAMP I SD10 LINE r /�i / \ SDMH-9B I I SD - 160 i 160 _ 11+00 / L=59.82LF 1 DIP S=0.005FT/`T - SD I SD , W I SD O SDMH--1OE� CL WALL STREET SEE SHEET C4.05� r -1,-)J4 -1-1-v-1-1--1-17, 32+00 33+00 34+00 35+00 FOR CONTINUATION 36+00 I 11 Yr I W '6 I t'1 VI 1 w t'' 1 w w 1 w W I W W 11fi' N w I ., //SEE SHEET 04.04 156 IE IN - 156 DBG PROPERTIES FOR CONTINUATION BOTTOM OF POND CO SDMH-98 (48" MH) STA: 53+25.00 / /' / ELEV: 158.50 wAI I STREET CTL 35+71.06, 10.50' l- SD 10 STA: 11 +92.75 -- ._ - wren - 152 RIM = 171.0 IE IN = 159.00 (12" SE) 15 2 IE OUT = 158.80 (12" N) TRIMET WESTSIDE EXPRESS SERVICE CONSULTANT PLAN: WALL ST POND 1 53+ Oa WALL ST POND INLET 54+00 54+25 e HORIZONTAL 1" = 20' 20' 0' 20' 40' SCALE IN FEET HVSOR�T.COAL°.Al" 1= 5' 20' (SDO9 LINE) 180 -100YR 180 J o (MAX) WSE F 0 SD - 180 I 180 z wCr) TRACT LI E CL TF1ArCTA 176 ^ N z -N "' FL 176 0-6 IN - g 'NI ,-'7, c, C\I i (./ f""" r. 176 WATER SURFACE 176 rn `� N a o `" '' STORM EVENT ELEVATION (WSE1 i 172 0 "' Q '�� �? io . V/ -1 _ ii _ 172 2 YEAR 160.83 \ i `° iI WALL ST v II o _ I- 10 YEAR 161.56 SD-10 LINE ~ II z •-.JIIz R/W 6011 I 4 FG ® SD-, / m a w w L-E - w a o 0 LINE CL Z O 172 25 YEAR 161.60 SECTION IR-R 172 w 100 YEAR 161.65 (POND OUTLET) /� �� 168 L.1-.50 ' _ '! 168 W ❑ i RACT A \ FENCE 12"PJC 3034 L.3C.58 POND WALL SEE z PL EXISTING / \ - S-0Q�O 7 -12"C 100 SI�rET r7 ?; -- / GRADEii 2 < 168 I, / 168 5=0.J100 ' / " " - FINISHED 164 / 164 I-- --.---FENCE �-Rn11n TOP OF POND /7 POND WALL SEE---.-- -ELEV: 162.60 /i re J �� I1 SHEET C2.22 / WATER SURFACE 164 I , 164 160 - - - - - - - - - _ i / ELEVATION (W SE/ 160 0 z - - - t _ - - - .._ - YAR- S_ � � J U, / �' BOTTOM OF POND W Z 0 0./ 7,... - J ELEV: 158.50 Q 160 - - - - - - - - - -- - - - - - - - - - - - - --- - -- � - - � � 160 ---- J I V WATER SURFACE ELEVATIO V (WSE-SEE ABOVr) / 156 T 156 O W O COL j_rv., ›- 0- 12"PVC 3013-4- L=14.50 4 156 156 S=0.0050 -j -51-.. 12"C900- CI - " (n 152 w 5=0.0050 152 1 D 154 154 - mi 50+00 51+00 52+00 53+00 53+93 N N u �` v '0 0 m _1 W 0 2 -J 148 N ,n L/) CN +s. Q - cv o 148 L ■ - D � r � � w 'n � 'n Ii U 0- c) .;e tri m ,- II o QQoo � '- a Q � � POND SECTION A-A cD o ,I z II Q o ;I TITLE 144bPr '_' vci ,' o © m 144 # DATE DESCRIPTION © HORIZONTAL: 1" = 20' XX VERTICAL: 1" = 5' 25YR WSE �.4' PONDING DEPTH E 142 142 z 11+75 12+00 12+90 O J 0, POND CONSTRUCTION NOTES POND NOTES STORM DRAIN CONSTRUCTION NOTES SECTION B-B / WALL ST POND OUTLET CONSTRUCT 12 CHA IN L INK GATE PER CWS STD 1. COORDINATE ALL IRRIGATION AND IRRIGATION SLEEVING WITH r7riCONSTRUCT STORM DRAIN MANHOLE PER CWS STD. DWG. HORIZONTAL: 1 = 20 A1- 11 DWG 740, SHEET C5. 12. LANDSCAPE CONTRACTOR. NO 010. SEE SHEET C5.10. VERTICAL: 1" = 5' (SD10 LINE) 1T CONSTRUCT 8' LONG, 7' WIDE, CLASS 50 RIP-RAP 2. 12" MINIMUM TOP SOIL REQUIRED IN POND. CONSTRUCT FLOW CONTROL MANHOLE PER CWS STD. REVISIONS o IJ OUTFALL PAD. SEE DETAIL, SHEET C5. I I I. DWG. NO. 270 (WALL ST). SEE SHEET 05.11. 0 3. PER CWS DCS, SECTION 4.06.3.b.6 PROVIDE HIGH DENSITY OR 5 C CONSTRUCT 6' V I NYL-COATED CHAIN LINK FENCE COCONUT MATTING OVER 12" OF TOPSOIL TO WATER QUALITY LEVELS. 3 CONSTRUCT STORM DRAIN MANHOLE WITH EMERGENCY 0 PER CWS STD DWG 740, SHEET 05. 13. EXTEND TOPSOIL AND LOW DENSITY JUTE MATTING TO THE EDGE OF �•W1 OVERFLOW DEBRIS CAGE. SEE DETAIL 3, SHEET C5.11, SLH KDC N WATER QUALITY TRACT. AND CWS STD. DWG. NO 010, SEE SHEET C5.10. DRAWN BY CHECKED BY in 0 4. SEE LANDSCAPE SHEETS FOR SEEDING SCHEDULE. jj CONSTRUCT OUTFLOW CONTROL STRUCTURE PER CWSST TUSMITTAL d STD. DWG. NO 720, SHEET C5.12. 5. SEE SHEET C2.22 FOR POND WALL INFORMATION. 02/26/2018 c • DATE o_ -' 17052 a PROJECT NUMBER 47 CO O N 04 . 06 ,, ,c,, ©2018 OTAK, INC . m o If this drawing is not 22"x 34",it has been reduced/enlarged-Scale accordingly. akik 1 .. .. ;(:) .. - .,. -o. JU Otak, Inc, GENERAL UTILITY NOTES 808 SW Third Avenue, Ste. 300 ° L=28.78LF C 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE Portland, OR 97201 Q`Z UNLESS OTHERWISE NOTED. 503. 287. 682 25 TRANS ��,®a. S=-0.137FT/FT 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE www.otak.con / . .. ESMT ° UNLESS OTHERWISE NOTED. El PVTCBO2 PVTCBO3 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 t�Q PROFcc ` RIM= 215.67 RIM= 214.47 PVTCB01 � PVC UNLESS OTHERWISE NOTED. ALL JOINTS, `�� GhN� `�c!'�� / 4, iE OUT= 201.66 (8 NW) m, V5 ��' FR y IE IN= 207.12 (8" NE)�� RIM= 216.62 TEES, BENDS AND END CAPS SHALL BE 91573PE l ,`�Q a IE IN= 203.39 (8" NW) MECHANICALLY RESTRAINED WITH CITY APPROVED RESTRAINED JOINT SYSTEM. PRELIMINARY , ` 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER s OREGON co O ° GENERAL NOTES SEE SHEET C0.2. _f_ �Ar 1- co " 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING F 3, �Q- `�� 4 � WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT D. CH\\-� Q a q d < V , a CONSTRUCTION. i :' 4 a a a Q c ' a `a a a 6. SEE ARCHITECTURAL PLUMBING PLANS FOR J I_ EXPIRES: 12/31/2019 4 // - -� CONTINUATION OF WATER, FIRE, AND SEWER STAMP .. 1101° ,--'Z ..,-i_d_riA- `,'' SERVICES INTO THE BUILDINGS. IE OUT= 203. (8" sw} /coat - S V I a ❑ I 7. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED ,, / + L-49.31 LF ®2RED. �r� L=40.89LF ® -frS=-X1..31 LF FT �v ; ���� +,,� L=52.80LF ® DBG PROPERTIES 9 9 ► -----��`� 11 S=O.o55FT/FT S=0.o15FT/FT STORM DRAIN CONSTRUCTION NOTES LLc ��Wq r 1 CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. 4 { IE OUT= 201.42 ► 0� 12 IE= 195.37, i ; 1 1 4 DRAWING NO. 500, SHEET C5.11. 4 ❑ (6" W) ` � aaaaaaaaaaaaaad a�l 2❑ PRIVATE UNDERGROUND DETENTION VAULTS (OLD CASTLE \'1 v ° -° i°�'°Vaadaaadadaaaa as a°a°aa a ° a D `J. STORMCAPTURE OR APPROVED EQUAL). SEE OLDCASTLE v a da `, a a -a a" adaaaaaaaaaaa 1 v d a�avaa�aaaaaa4(aaaaaaaa a a a a a a "„� �" '7 DETAILS, SHEET C5.14. \ v aaaa�aaaaaaaaa_<3.11,,4,4.--,<,�.� aa a a a_ 9 ��4 4 �a.°w►r.,- ail _ _/ a s aQaQaaada a .a e ° ` 8' P U E a�aad a s a a a a a a _a a ... h �taaadaaaaa"a a�a"a'a 'a d a v 1 •1 �if • uaaacadaaaaQaaaa°aaaQaQaa4gaa` aaaa�aQQaaGa� raaaaaaaaaaaa a_a°aaaa�Q-a c • , ❑�._,.,� c a c o^a a a a a CONSULTANT :da _. __ ._ = I 3 ATE TRAPPED CATCH BASIN PER DETAIL SDOF-06 CONSTRUCT PRIV as � • � � a.iLA.�.,w "• � c t° 1 a _ _ -1 a 1 1, SHEET C5.11. R/W 4'GaaaaaaaQaaa _ .. . . . . Ti _ �� a ''a a°a°a. . ' -- - - - YE .. + SDCO-01 C -- PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. �,__. -. __ IE= 195.08 L=21.69LF 1:11 a� 1 1 13 RiM= 209.35 I !�! ' 4 e I (6•' N) IE IN= 194.38 (8" NE) 5=0.061 FT/FTTh--) CONNECT TO STORM DRAIN LATERAL TO STORM DRAIN \ I - EX. R/W El IE IN= 194.35 (8" SW) I MAIN USING SIDE STORM DRAIN CONNECTION PER CWS IE OUT= 194.18 (8" NW)IE © STD. DRAWING NO. 520, SHEET C5.10. i ' S=-0.180FT/FT p . } _ LF - -- 11 Xls IE= 192.89 0 1 L IE IN= 195.29 7 6 CONSTRUCT BEH I VE INLET STRUCTURE PER CWS DWG. N a L=22.52LF ® �_, . 6° SW a. / (6" NE) ❑ NO. 405, SEE SHEET C5. 13. SEE LIDA TABLE BELOW 1 51 7: 113inG I. ,� �_ 5=0.188FT/FT ( ) \I rL=113.12LF FOR MORE 1 NFORMAT ION. ° \ I a n SDOF-RT a I 5=0.029FT/FT �` I a a# t 7 CONSTRUCT LANDSCAPE AREA DRAIN PER DETAIL 5 ON 1 . .4 ` ❑ as laI ° `' aaaa !1 �3 � i� � ID El SHEET C5. I i it { ` L=60.08LF aa !' IE IN= 191.74 5 " 1 ° - ® ‹44<'a a NE 8 PUBLIC STORM DRAIN MAIN PERMITTED PER SEPARATE 1 .4 1:1SDOF-M1 S=0.055FT FT • a°aa (8" ) PUBLIC FACILITIES ..... 1 $ Q / a L C IMPROVEMENT PERMIT SEE PUBLIC 1 °' 24 LF fl TYP I UTILITY PLANS. { ° 1 A © �,-, 1� J <V„ IE IN= 191.58131 l (8.. NE) } a'' 1 a a >� \ v Y `°°°° y v11 ° fv° I aQ cn f _ znEssTzzz:NTLAzRAR,4 PER SEPARATE CO Lo �� C� 1 w° _ 4 w y� I} :;. 7141(. 11-01! i� v v V v v°a v v v° � °° ° °° a. a 1 C: r- SEE ,'. ` ��vvv' vvw-avv vvvvvvvvavvvvvv • ° aaa PLANS 1 y Imm- 1�• vavvvvvvvvvvvvvoa�• v°vvvvavvvvvvvvvvvvvvOvvvv °vv �- a a't � 1.' 11 kl a avO V V V avv °v • S-. q v. 4ad v w�+ L� °°° v°°°° • mCONSTRUCT DROP MANHOLE SEE SHEET PUBLIC UTILITY Z O tt :,,.. ����� vv v v O v v°°a v v a ‹'' 44ad?"a4` � vvvv . . �..� • ° a 4 n a° Jy G e 41414L YQa aVa� ua.ra� <, -,4 -a , IL-4 4 •v av a, a - _ 1 a4 ; _ �, a aa ala "1:j,4,-14 4 °.‹,,.,;,,;1;4,_.:„. .,i1;.______ :,,<- 4 , a SHEET C4.01. 1 v ., e o ` . �WI _. O ::: ` __�_.._ �_�.� [ .114 TY" "e Q .f,,, - �"� 10 • yh ° • ` � �� �!'�. � � jiiillre11111011 � � � � l l► � �� M1-8 � i.4_1. 1 .�{ o� +i 1� _�J7 4 a. 1 � LIc< c W ry I. 11 CONSTRUCT TRENCH DRAIN PER DETAIL 4 ON SHEET I HIV V1 1 8 © LL.I 05.11. \ I cG n v -® �- fr ' 12 -f $S SS , ----\\ 12 CONSTRUCT 45° WYE CONNECTION. ii- .1.-- l ` 2 LLI UJ 0 QS 5' as © �i LLI13 CONSTRUCT 225° WYE CONNECTION. C / o r4 U �s p _ �� O W v J b.. S ----\ __.... ..---- + \'+'1' 111110.6 , Q TYP 9 -y- SEWER CONSTRUCTION NOTES ON - . v) < Zi.1.101°io 1 111 \ ; �- LF J .---Cis a © SS' 1 PUBLIC SANITARY SEWER MAIN PERMITTED PER Cl. LL1 vJ 1 1>�� irrijiri 1� ill SDMPI-1E \ Q SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT SEE 6W20 JOINT PUBLICo._ RIM= 198.57 10 0 CIS PUBLIC UTILITY PLANS. 1� - 11 �� SANITARY 1 AND STORM IE IN= 190.27 (15 SW) H_ 1� 11110 SEWER ESMT - Wirlill.106_411el IE IN= 190.85 8" SE) ~r�`- 2 PRIVATE SANITARY SEWER LATERAL PER SEPERATE U) CC CO --1 � OOil � 1IIII _11 IE OUT= 186.27 (15 NE) PUBLIC FACILITIES IMPROVEMENT PERMIT SEE PUBLIC Q w -... vvvv , 1110 8 UTILITY PLANS. ❑ �r h I' E I- 110111 vvvv • a�ava'a'a a -a'a 'd u v ti '_. _^F y` ! J vvvav asasaaaaaaaaaaaa•asasaQaaasaaaaaa�e�ia'�ia�lis` r-a4aaa:aaaaaaQaaa4aQaaa� „„v, • a a a•_a -a ,a,a�, a�a�a a a a a a• • 4,444,<A44:414:114,144444,444 a 9 `• avvvvv a _a �a ,a a�an41444444na N9 .a _a 4-4-4;44,;42:3:1,4!7:144]� aTYP V 1 � � avv tvvvvvvvs a „a�a 1744 aaa�tau I- { v v G v v a v v vvvav - - - -- -_ _ _ _ _ � • °a avv .�vo 9 vvvvv •14 v - \ \ 1 a v v : :•lv°v v v v v vvvv . litn i. 1 vvvv' a vvvvv avvvvvv;••.°aovvavv © nya� O W vvvv • , v ,�v°o{a v v a v v v v a a v v v v v 1 v vapa v avvvv • �.+ w • vv°° vvvv - vv •1vvvv„„v•--)ivI_ ,_ r� 0 vvvv ' v V 65 VJ ---\ ` vvvvvvv�vv ° ,vv� U U. 5r1 \\\ `' - � EXISTINGSLOPEWATER CONSTRUCTION NOTES TITLE EASEMENT # DATE DESCRIPTION 11 PUBLIC SITE ~� �-�- { LIGHTING TYP. �. �� (� CONSTRUCT 6" C900 DOMESTIC WATER LINE AND xx o \ \\\\ O [l) 1� �•/ 8" C900 FIRE PROTECTION LINE. Z \ \ a 1 .iii '�� N.2 CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 FIRE WATER LATERALS PER DETAIL 1 ON SHEET C6.01. 0 CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER CITY OF TIGARD STD. DWG. 542 SEE SHEET C6.00. 0 LIDA INLET DATA L. N 4 INSTALL 45' BEND (MJ). O r� TYPE EI Ey 0 LENGTH/ REVISIONS SLOPE ) INSTALL 1 1.25' BEND (MJ). IE OUT o 53 LF 0 INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE LINE o 0.015 SDOF-06 199.4 195.17 8" PVC 3034SLH KDC v Q INSTALL 6"x4"x6" TEE (MJ). DRAWN BY CHECKED BY 22 LF o L' SDOF-07 201.4 195.670.061 PFI SUBMITTAL 8" 0 CONSTRUCT 8" DOUBLE CHECK DETECTOR VALVE ASSEMBLY PVC 3034 STATUS PER CITY OF TIGARD DWG. NO. 533. SEE SHEET C6.00. c . SDOF-M 1 197.9 195.0260 LF 0.055 02/26/20 18 8" PVC 3034 (� CONSTRUCT 6" DOUBLE CHECK VALVE ASSEMBLY PER CITY OF DATE a `�'++ TIGARD DWG. NO. 532. SEE SHEET C6.00. 17052 5DOF-R7 198.5 195.8123 LF 0.188 PROJEE CT NUMBER N 8" PVC 3034 O CONSTRUCT 8" C900 FIRE PROTECTION LINE. LIDA INLET NOTES: 11 CONSTRUCT 6" C900 PRIVATE DOMESTIC WATER LINE N 20 0' 20' 40' 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA 1 0 ENLARGEMENT SHEETS FOR MORE INFORMATION. C4 . 2. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCT 12 CONSTRUCT 22.5' BEND (MJ) SCALE IN FEET SEE STD. CWS DWG. 405, SHEET C5.13. ©2018 OTAK, INC. o If this drawing is not 22"x 34",it has been reduced/enlarged.Scale accordingly. L OtpaRarsxx\ '22=x\ / 4 \ 22 JOINT PUBLIC SANITARY AND STORM Otak, Inc. \ SEWER ESMT. / / 808 SW Third Avenue, Ste. 300 • / Portland, OR 9720° / 503. 287. 682E RVTC8040 \ / www.otak.0 IT2RIM= 221.45 \ /IE IN= 203.39 (8" NW) \ ` � \ / G a °4 ` �/ �D \ C�`(c.. ►N SFR /4y \ ' 91573PE 9,l a PRELIMINARY \ 4 + aa- ° a `,, �o S OREGON co ° °c o / \ I -fes tc`,) 3 `LpN ° e • 44 LF i? --13. -4 D, CH11 L=49.16LF © EX 50' / �1 EXPIRES. 12/31/2019 0 p _ 5=-0.040FT/F i DEVELOPMENT .----- BUFFER Q - a / +X , STAMP la. BUFFER / $ i _ / --- \ (1/ ,nr-ift _ `, / a IE OUT= 201.42 \ 4/ DBG'PROPERTIES LLC 7 © / 4 \I° a aaadaa aaa a a aacava 4 'a'a 4 \ / / ,j aa`a a a a a a a a a \ — 145 LF0 ' a a a a a a a aaaaaaoaadadaaaaaa �{{ a4 dnana�a a as a v .a da�°< aa a .a a a a�aaaaa / _ , C cNi \ / ' — \ ,��-_ „ - _ _ CONSULTANT F-.--i-- V V V____ ._ ____ _ - Nal - L a e aa 1 ' eII aaaaal ( _ tri , 11 W n " 4aW 4 a © Q Wv) a , : LL di 1 ,= F a lli W l a w 1 E la 6 . F _ao aaaa<//1! + — It © 35 LF © i r] 22' JOINT PUBLIC . Li SANITARY AND STORM SEWER ESMT a4 /4 �a �1 o / i " 4 � } a” ae © TYP id/i ' _aacaaQaaaaaaaaaaaaaaaa "aaaaaaaaaaaaaaaaI_ � (n " " 'ae i ' "o qo i1-11-111 • aaaaaaaa aaa oaaacaaaaaaaaaag _ aaaaa aa'baa q°a 4 IL.] 4 s aa a— a -a LE a � a6 , LO aa aaa s a aaasa . aaaa°aa,aaaaaaa4aaasaaaaaaa 4 4 Qaaaaaaaaa q T1 va Cli) • z. 1 .1 n u a • a i . a a ' a • ` 4 !° a'. aa ' Ia1a #a ° /L_ n ° as g Q 4 _ 4 a a D e q --I- a TI . Q a q . Yi $' . R . ` e l r at LL 11:11 TYP aaca ' a Z o �. 0362a 9a L _ __ - - -- 0248 LF 1 6 b 0160 LF j 89 LF F WN , 0 . L 0o9 oin .2, 2 I- - M M ,..w MI M �. AIME Ow. -I . MJ M2041..... MJ MJ ii MJ \ M� , COL1----. MJ MMJ L ..I . , I'm LLI 045 LF SS Su.' - SS / SS _• t,,:-.. SS 8' } Q 11' ss r41,� ss r SS ��/ SSP� t: SS ii t SS Ce I 605+00 so6loo 7' 607+00 �rs' sosias. Q z I OS OS I as as I ❑S 1 as as I `" 4S Ias 1 r- $ Ia a ,- S aI 0 CD .., ava aaaeaa� 4 + a Lil F— < o2 R a � � 4 l, © TYP 2 p 4Z G U NI - a 1Faaaa°daagat. saa ava1 .r — aaa a aaa aa aaa aaaaaaaaa� a�4aa�aPaaaaaaaa -471-51-4.31:14311111764;1436caaaa4aaa�"aaaaaaQa.araa�a,°�,a,�Qa _ �-a aaa°v°� a saaa naad4 aaaaa aa�aVa �ae aa�a� a4aaaaaaaanlaa vaaae a4- a c„ea 'caaa�aa�'a9r� V°aa i aa3°a$4:aaaavaaaaaa aaaaa --0-daaaa7 r: s .a , . aaaaaaaaaaaasaaa aa aaaaasaa_aaaaa,a„ae°aaa°aaaaa^a°aaaaa�aaaa ='.= I 0 '- '. I— I = = 22' JOINT PUBLIC SANITARY AND STORM J D = in- SEWER EASEMENT 0 D w Lim U cls (I) TITLE —� �— �i # DATE DESCRIPTION v XX U ai E co Z 0 T [Q J 0) Q GENERAL UTILITY NOTES STORM DRAIN CONSTRUCTION NOTES SEWER CONSTRUCTION NOTES WATER CONSTRUCTION NOTES 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE CONSTRUCT PRIVATE TRAPPED CATCH BASIN PER DETAIL6" UNLESS OTHERWISE NOTED. 4rni...1 1 PUBLIC SANITARY SEWER MAIN PERMITTED PER (� CONSTRUCT C900 DOMESTIC WATER LINE AND 6 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE 1, SHEET C5.11. (7‘ SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT SEE ``----// 8" C900 FIRE PROTECTION LINE. REVISIONS o UNLESS OTHERWISE NOTED. PUBLIC UTILITY PLANS. 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 0 PRIVATE LIDA. SEE PRIVATE LIRA ENLARGEMENT SHEETS. (TA CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 PVC UNLESS OTHERWISE NOTED. ALL JOINTS, Ci) PRIVATE SANITARY SEWER LATERAL PER SEPERATE FIRE WATER LATERALS PER DETAIL 1 ON SHEET C6.01. o FACONSTRUCT TRENCH pRAIN PER pETAIL 4 ON SHEET o TEES, BENDS ANp ENp CAPS SHALL BE IJPUBLIC FACILITIES IMPROVEMENT PERMIT SEE PUBLIC SLH KDC , MECHANICALLY RESTRAINED WITH CITY APPROVED C5.11. UTILITY PLANS. 3� CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER DRAWN BY CHECKED BY RESTRAINED JOINT SYSTEM. CITY OF TIGARD STD. DWG. 542 SEE SHEET C6.00. PFI SUBMITTAL 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER a PUBLIC STORM DRAIN MAIN PERMITTED PER SEPARATEGENERAL NOTES SEE SHEET C0.1. 4 CONSTRUCT 67.5' BEND USING 1 45' AND STATUS ti 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING PUBLIC FACILITIES IMPROVEMENT PERMIT SEE PUBLIC Q ( } UTILITY PLANS. (1)22.5' BEND (MJ). 02126/2018 p WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT DATE a CONSTRUCTION. 111L' 6. SEE ARCHITECTURAL PLUMBING PLANS FOR PRIVATE STORM DRAIN LATERAL PER SEPERATE PUBLIC a INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES 17052 E_ CONTINUATION OF WATER, FIRE, AND SEWER FACILITIES IMPROVEMENT PERMIT SEE PUBLIC UTILITY ON FIRE LINE PROJECT NUMBER PLANS. cN 6Q INSTALL 6"x4"x6 TEE (MJ). il SERVICES INTO THE BUILDINGS. N 7. RED,ALL PRIVATEE FIRE HYDRANTS SHALL BE PAINTED SHEET CONSTRUCT CS 11lANDSCAPE AREA DRAIN PER DETAIL 3, 7 CONSTRUCT 8" C900 FIRE PROTECTION LINE. C4 . 1 Q20 0' 20' 40 4 2 (� �� = IMMIIMIM OO 2018 OTAK, INC.�../ CONSTRUCT 6 C900 DOMESTIC WATER LINE. SCALE IN FEET If this drawing is not 22"x 34",it has been o_ reduced/enlarged.Scale accordingly. GENERAL UTILITY NOTES Otak XREF DIST 14., 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE Ltscare: 30UNLESS OTHERWISE NOTED. "V;(• ill% 2. ALL SEWER APE SHALL BE SDR-35 PVC PIPE Resolved a ° UNLESS OTHERWISE NOTED. /A L. 017052X-Ti.XLOTS-GIS 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 P17052X23C1 '°/ PVC UNLESS OTHERWISE NOTED. ALL JOINTS, Otak, ItIC 48 UNIT a a ° TEES, BENDS AND END CAPS SHALL BE 808 SW Third Avenue, Ste. 30 56 UNIT f MECHANICALLY RESTRAINED WITH CITY APPROVED Portland, OR 9720 5170528190 RESTRAINED JOINT SYSTEM. 503. 287. 682 P17052X60C /s \ 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER www.atak.corr P17052X231-Full Build .� GENERAL NOTES SEE SHEET C0.1. P17052X001 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING (c.7. _.. PRO/. .1/ aa • WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT G4N6 .,Q /perA.:::'..4:,.° - -I- CONSTRUCTION. 1573PE 9l aOSa 6. SEE ARCHITECTURAL PLUMBING PLANS FOR PRELIMINARY a a a CONTINUATION OF WATER, FIRE, AND SEWER ja4a4aa SERVICES INTO THE BUILDINGS. s OREGON le da4aca\ `� % 1- SAT 'L4^ c � a STORM DRAIN CONSTRUCTION NOTES eF ' 3' e‹, �.;,, ,,,4.1%4.„.1 � Qaaaa CIO- -1.0 L=80OOLF C a 11 CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. .. ♦ ,,,,aa S=0 010FF/FT �S /.1t4 DRAWING NO. 500, SHEET C5.11. -I EXPIRES: 12/31/2019 I / .aaaa/ �O ,`- , ^ STAMP V ' 2 PRIVATE UNDERGROUND DETENTION VAULTS (OLD CASTLE � � !.aaa ° • •\ � 10/ /� - / �' aada4a 7' 3 STORMCAPTURE OR APPROVED EQUAL}. SEE OLDCASTLE h f� ------ / El SDOF-70 �aaa4aaa ��' �1 DETAILS, SHEET C5.15. i•oaa4a°aa Osan DBG PROPERTIES ./.' ° ! . aaa, • / t ' CONSTRUCT PRIVATE TRAPPED CATCH BASIN PER DETAIL LLC tea.,< . • . 393 LF ° y \\--' 3�` 1, SHEET C5.11. Eig.D0E-Thi 4a4aa 7 / ."� SDCCO-7H El �\‘13tC(‘• a 4 aaaaaa F �� RIM= 212.904 PRIVATE LIDA. SEE PRIVATE UDA ENLARGEMENT SHEETS. . 4. �• ;4aa L=93.63LF ® +/ _ X X X X-� ' , � �/ 5=0.010FT/FT / v IE IN- 200.47 (12 N) �/ X X �( X ` IE OUT= 200.27 (12" S) 7 5CONNECT STORM DRAIN LATERAL TO STORM DRAIN MAIN a / • , aa'a;~ - `� a`% 4- `''t ` ' �j USING SIDE STORM DRAIN CONNECTION PER CWS STD. aaaaaaaaaaaaaa<aaaaaaaaaaaaa aaaaaa. abaa aaaaaaaagaa"'a"aaQaaa�aaaaaaaaaa°aI /Qa' .: �.. a a a a a a a a a a aaaaaaaaaaaa ^ ^ e e 4a a s a _a��1�1----- 4.. il�7„a a_1a�a a a�aae aca .a .a_a4a -aa . h .�.1DRAWING NO. 520, SHEET 05.10. tl F V`1 ` • ` CONSI}LTANT /// 1 II \ LI CONSTRUCT BEHIVE INLET STRUCTURE PER CWS DWG. NIP NO. 405, SEE SHEET C5. 13. SEE LIDA TABLE BELOW FOR MORE INFORMATION. /' �Sa SDC°-71 4. "° ' L=137.27LF ® RIM= 212.01 �/ SEWER CONSTRUCTION NOTES 5=0.010FT/FT /° IE IN= 201.47 (12" N) ,:,, -.- / 1 ilk IE OUT= 201.27 (12" S) \ CONSTRUCT SEWER CLEANOUT PER CWS STD. DRAWING O d OSd p 4 a l 'Y NO. 500, SHEET 05.11. c)044 LF p QSd ° - IE IN= 202.37El . , 4. ; �%� 22 STUB PRIVATE 4" SEWER LATERAL 2' FROM FACE OF (8" E) 4 `+ BUILDING. FOR CONTINUATION SEE BUILDING PLUMBING . FW FW C-) � . FW y m \., ' PLANS �* _ • WATER CONSTRUCTION NOTES 1t`l O 0I52 LF MIN 00, / a a CONSTRUCT 6" C900 DOMESTIC WATER LINE AND c"" a SDCO-7J 1 1 8" C9O0 FIRE PROTECTION LINE. © RIM= 210.99 �, o . q d `"- ° ° �a a y IE IN= 202.61 (12 NE) CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 ° 4 4 4 IE OUT= 202.41 (12" 5) ° v- 1 FIRE WATER LATERALS PER DETAIL 1 ON SHEET C6.01. STUB 0NI" 1 SDCO-7K 1 a 2' FROM FACE OF BUILDING. FOR CONTINUATION SEE CO RIM= 208.78 BUILDING PLUMBING PLANS. IE IN= 204.18 (8" SE) a 1 LL IE OUT= 203.98 (12" SW) . " ;r "wo o � a e6 0 4 ( \ CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER W .'a .• _ .e. a �Jy,'Lyc =•-• :2.1 4 o 1\'‘-. -,,, ..=:-_,,, = 0 7i ii = . .a� 4e = =4.= rn y CITY OF TIGARD STD. DWG. 542 SEE SHEET C6.00. Z O �� M _ • II Q INSTALL 22.5' BEND (MJ). LI_I co `' II 0 TALL 8"x$"x8" TEE MJ NO GATE VALVES ON FIRE LINE W r n�� I- T o ° a e- - - 1 T INS ( }, 2 F.W y rT-r-I r11 1 �r ~ - ' 0 INSTALL 6"x4"x6" TEE (MJ). l UJ C/ CONSTRUCT 8" C900 FIRE PROTECTION LINE. IX 0 CONSTRUCT 6" C900 DOMESTIC WATER LINE a Z 1 .. , f rF 5, 4 ,, , rF LI_ rF ,-- , ,F CL 2 u) 1 LIDA INLET DATA Q 6 W 36 LF© 17 ; 31 C aa �' a4a• 1 a ' aaa �a� N0./ RIM IE OUT LENGTH/7--- ,,,SI., SLOPE CO Ci 11 COaaaa ,. 5DC0-80 aqSDOF-8C V ©36 LF TYPE ELEV SIZE aaa \ C;') IE OUT= 197.33 ' 6SDOF-8D RIM= 197.93 M Q ~W ,aaaaaaaa as SDOF-8E60 35 LF aa4aa4 ` \ij] (6" NW) lE IN= 193.01 (12" NE) aa4 I 1 . - SDOF-7G 209.9 206.90 0.129 J ' a4aa < j___ 1F IE OUT= 192.91 (12" SW) °aa 8mini 44aaa i aa aa4a / II 1 aY� � ii \ a , zV aaaaaaaaa' IV_L\.... SDOF-7H 207.5 204.49 0.010 W LF W aaa8" 7aasaaa, I >. W 144444Tavvvaazraa`� vn'!a?aa�a�< "°�"�"a'-af_-ara aa aaar 11 :1173.41441Cel: Ier:fi'lri'5V1;4'-34114:214444424444 a "fi _ 'a < < a < aaaaa°aa44 !aaaaa a � � " y� - �� a"� "a"aaa a� a 4:1:;i4- 4.4-: aaaaaaaaaaaaaaaaaaa�a�a �444a , aaaaaa4 ii 4 - ,aa a�a� aaaaaaaa°aaaa_aa-aa_a, aaaCaaaaaa < E IN= 193.80�aa_a4a„aaaaaaaaa4aaaaaaa4a aa a a a a a a <.,aa ,aa° aaaaaa ,a'aaaaaaa aaaasa_aaaaaa,aaaaaaaaaaaaa1aa�aaaaaaa!a'2a n .6----... A 41 LF 4 e _ e . a . SDOF-8C 197.4 195.03 0.063 UUv � 1 ° e 41 I I- , ` a 4 - aq (8" NW) a' + 4 a ° 4 . • a � 1 I . Y i 8"° eoaC 2 1 1 , a1 - 1 1 4 I 1 SDCO-8E I IE IN= 192.47 5 = SDOF-8D 200.6 196.05 41 "LF 0,062 TITLE N © 48 LF TiLF � RIM= 199.20 3 (8" SE) ❑ � 8 89 LF IE IN= 194.06 (12" NE) 0 p 0200 LF L_83.60LF ® xx # DATE DESCRIPTION 0iii ,:.-------- Q 0 N L=85.00LF CO V7 L-86.40LF S-O.022FT/FT W 41 LF ai IE OUT= 193.86 (12" SW) 0- 5=0.010FT/FT a. W SDOF-8E 202.7 199.98 " 0.118 _ . S-0.015FT/FT 8 Z M 35 LF MJ - -�� J -M �" M IA M MA MA MA MJ MJ, 'AJ m M. --- SDOF-8F 195.5 193.18 8" 0.031 8 0 ad + O' d o 0 ;d - OSd s OSd OSd o GSd Sd O • OSd OSd -1 SDOF-8G 197.6 194.61 3 8 LF 0.023 . 5 Q ILo- SSd � � SSd . ---- -- ,,. .. .. Sd SSd �s` SSd . _._�__ ..' .Sd SSd 32 LF N. SDOF-8H 200.8 198.35 " 0.097 (7) \Q L=85.00LF 0 �� n 8 L=90.44LF ® r=te L=82.14LF �• L-$S.00LF C� 0 �� o S=0.015FT/FT S=0.015FT/FT S=0.012FT/FT 5=0.015FT/FT © REVISIONS LIDA INLET NOTES: p L=85.00LF © IE IN= 193.52 LI ra IE IN= 192.09 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA 3 S=0.010FT/FT (8" SE) (8" NW) ENLARGEMENT SHEETS FOR MORE INFORMATION. P SLH KDC 711'44..4:.:4-4 fl II II 2. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE.U aaaa< v<a"L� I) � - - - q__a _a _ Axa =._ aaaaaaQaaaaaQaaaa aaaa<a aaaaa°aaa a a a'a'a aaaogagaQa4aaaQaaadaaaaua�a"a"a'a -a aa DRAWN BY CHECKED BY 'a aa aa"a a az 1 aa4a4a4a :,,,,,:134.11:134 4444444 a4a4a4a4a4a4a4a4a4a 4444aaaaaaaaaaaaaaaaa4 a � a aa a a aa a aaaaaa aaaa ata a / SEE STD. CWS DWG. 4O , SHEET C5.13. AL �'aLa a�a. a a a a a a a ca a aaaa°aaa°aaaaaaaaaaaaaaa a gd�r�a: ; _ e a a a 4_4444,1444 a a -a a ,a_a4a„a„a�,aaaa<a .a° a _a°a°a °a a,a a ° a�a°a a<aaa a _ a SUBMITTAL a as°aaaa 4444 a n e a<aa<aaa PFI SLIBM SDCO-8G � � ' ``L -- - - � � RIM= 202.17 ~ - - - � 1 STATUS o - - SSCO-B13 o2�2s�2a1 s 4 SDOF-SF RfM= 196.22 DATE IE IN= 195.14 (8 SE) EX SLOPE - - � � _ I,�,.,� IE IN= 188.99 (8 NE} Li IE IN= 195.22 (8" NW) ESMT IIISDOF-80 -- _ SSCO-B15 1 SSCO-B14 1 IE OUT= 188.79 (8" SW} 17052 E IE OUT= 196.40 (12" SW) PROJECT NUMBER 0 SSCO-B16 RIM= 198.77 O RIM= 197.49 " - - y Lii RIM- 200.00 O PROJECT iE IN= 191.93 (8" NE) IE IN= 190.46 (8 NE) SDCO-8C 711 SDOF-8H 6 1 SDCO-8F IE IN= 193.33 (6" SE) BOUNDARY IE OUT= 191.52 (8" SW) IE OUT= 190.26 (8" SW) RIM= 196.63 RIM= 200.48 IE OUT= 193.16 (8" SW) IE IN= 191.61 (12" NE) IE OUT= 191.41 (12" SW}- 20' 0' 20' 40'M _IE IN= 195.04 (12" NE) ._.. m IE OUT= 194.91 (12" SW) 1. OO 2018 OTAK, INC. SCALE IN FEET If this drawing is not 22'x 34".it has been a reduced/enlarged.Scale accordingly. XREF LISTotak Ltscale: 30 SEE SHEET C4. 14 Resolved q j 7 -14,4 Ji '� L 017052X-TiXLOTS-GIS CA SSCO-B10 Otak, Inc P17052X23C RIM= 190.30 46 UNIT - IE IN= 183.75 (8" NY-ILI I I I IE IN= 184.16 808 SW Third Avenue, Ste. 3D 56 UNIT IE OUT= 183.55 (8" S) i f ! I E 4 a it (8•• SW) 0 Portland, OR 9720 S17052B19C P17052X60C 6 SDOF-8A a5vuvvw ofk$onP17052X231-Full Build IE OUT= 191.00 Q 236 LFO < 0 01 / 0P17052X0013 SDMH-8A • a d t;e1/// a 4 �� p �R� �• RIM= 191.75 n 'rl izr111.1:114:]! SDOF-7A 6 �' v°v° �CQ`� `fc�' PRO, IE IN= 184.15 (8" SE) 3I ��4,�GtN�E�Q /��° ° R/�N o v 91573PEIE IN= 184.03 (12" NE) �.' 'y o qIE OUT- 183.83 (12" NW) ?� aaaa OIE= 162.06 PUE PRELIMINARY i Ir _ SSCO-69 rA SSCO-B7 Q s-° Qa1daaa a s "o-=�o-a_ y 4 2 (8" NW) d v 3 1 q a a ° 4 d a 4 d a�a a"a"a '4 a-¢ RIM= 190.10 RIM= 184.75 °° OREGON aa�a�aaaadadaaaaaagaasaaaa°dadaaaa�° agda �°aagaaaaa°aa4°qa , to a e . n a a d .a .°.,a.,4..,yaaaa;4 as a / v( IE IN= 182.50 (8" N) (8" NE) L=17.5OLF © ° F • IE IN= 175.71 _ ° �� �' 3' �IP �� a e4 4 �' s3 �• IE IN= 182.50 (8" SE) IE OUT= 175.51 (8" SW) S=0.190FT/FT IE= 161.55 $ ° °° C H L=50.00LF 3 LE IE OUT= 182.30 (8" W) 4 V� SSCO-B6 SSCO-B5 (12" W) / I EXPIRES: 12/31/2019 I 2 2 RIM= 167.45 °° S=O.a73FT/FT 1 \ , RIM= 176.70 O SSCO-B4 , v v STAMP 0200 LF - I 7 L=85.00LFCP � I i`e 4 d1 EE IN= 169.39 {8" NE) IE IN= 158.74 (8" NE) RIM= 164.53 �� Q ,`! OUT= IE IN= 158.74 (8" SE) IE IN= 156.18 (8" NE) °° S-0. �2FT FT IE 169.19 (8" SW) / SSCO-B3 r_i_r_Li„ L J r IE IN= 181.93 21' JOINT PVT SANITARY IE OUT= 158.54 8 SW IE OUT= 155.98 (8" SW) el u N _ AND STORM WATER ( ) / RIM= 163.22 ��� M (12- SE) IE IN= 155.73 (8(8"NE) DBG PROPERTIES MJ M.� Q� . � E5MTLLC 4 Y • �, IE OUT= 155.73 SW) .__} ,� \ ° • ° 0 0 aSd - ---- aSd O d a a rA / E IN= 187,36 L=85 F ® A a aAV _ M - d SS - ` 4 (6'' SE) s ' S=U.O /FT S A © L-44.83LF fl d L$6.96LF _ SSd d{, 10a.QOLF - 'I C7 SSc�_ SSd © C_3/.6244N.. a �:_� o W Y �_ �S=U.0 I f / S=0.01'OF I/F I S- 0.105FT/FT L_ 3� 6 '�_ � _ S=0 070FT/FT 33.7515 CP �-0'0 0 ® -S=0.�1�8FT FT 4 (n L=11.a0LF , L=88.a3LF ® L=90.a4LF © L=86.03LF © f? © / / x _ aSd OSd o aSd aSd CONSULTANT S=0.050FT FT ® ,� 5=0.040FT/F7 S=0.090FT/F7 asd 5=0.095FT/FT aSd O s��2s �SLF I W , IE IN= 183.28 j W aQagaQaa4 ;ada �� �° d_q �' 1Z.. SE 1110k 1 -� -1 11 •QQ20F? © / L=37.00LF f aaaaa°�a q a a a� y I =O.O2a °<<<C441'.4`.'.°44. . .4.1441 , 74`!4°,<<,'.0 aaaa { ) - L1 / / - . v / agaCa° °4.a�a4aa, q�d�aaaga4aaa4a a4 4 a a 4 a a - -_ 7:3:1:1: 1:c11 a ° dddd4a s s d a a �f O. v Qa°aq agaa 04 aaa qaa 7aa da ° aaa � ��-___ ada4 l4a4 _ aaaga 4aa a4aaa°aadaaaaaaaa 3a aaa a4 + . Sp . a a a aa4a aaaaaada , atk/ °a°a°°°a :1,%%.% 4a4 %4, ° aaa a r , aaa / °aaaa°°4 : '� a f,a„a,aa a a .d ,a,,,e„a„a„a„aa 1 a4a°aa I ° a d SSCO-B12 SDOF-8B SDOF-6A aaaaQ.Qaaa.1.44 4 ::%.1• ' _ O 6 2 ❑ / __ RIM= 194.20 0SSMH-$8 t--, . , .. . hD t d°� aa� Qa�a4a1 ,�� / IE IN= 186.66 (8" NE) © I 1 _ ,, , ..1...11,] a IE OUT= 186.46 (8" SW) 2 SSCa-811 RIM= 188.19 O 0 SDCO-6C © RIMSD14.4B2 ° SDOF-W8 ITA RIM= 190.81 IE 1N= 179.07 (8" E) RIM= 172.23 ' - 77 WA IE IN= 166.89 (12" NE) IE IN= 158.55 (12" NE) Ei SDCO-6A / ' °• FOR UTILITIES IN " WALL STRET SEE - _ - - - _.__ IE IN= 185.18 (8" NE) lE OUT= 179.72 IE OUT= 178.87 (8" SW) IE IN= 167.54 (8" NW) lE IN= 158.55 (12" E) RIM= 162.99 °° - - - - _IE OUT= 184.98 (8" 5) _ _ OUT= 1E IN= 157 76PUBLIC UTILITY SDCO-8B (12" SW) - - - - - SDMH-6E lE OUT= 166.69 (12" SW)- - - - - _IE 158.35 (12" SW)- (12" NE} - - • ° • RIM= 195.09 1 7 RIM= 187.77 TIE IN= 157.93 (8" NW) ° - - SHEETS I v . IE IN= 189.53 (12" NE) �""' IE IN= 178.95 12" NE)- - ---- '!" ""`IE OUT= 157.76 (12" SW) ° ' lE OUT= 189.33 (12" SW) IE OUT= 178.75 (12" SW) . �1 • / SDCO-60 EXISTING SLOPEPROJECT RIM= 1Eli 4: n, • EASEMENT BOUNDARY L=19.66LF © IE IN= 175.23 (12" NE) I p co S=0.0397/FT IE OUT= 175.03 (12" SW) A I in / iii- L FUTURE WALL ST g / /e. z 0 0 LU INDUSTRIAL PARK a �/` d- E Hw I - w GENERAL UTILITY NOTES SEWER CONSTRUCTION NOTES Ce 1 ^^ rr 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE vJ O CONSTRUCT SEWER MANHOLE PER CWS STD. DRAWING LIDA INLET DATA Q O 1 UNLESS OTHERWISE NOTED. 010, SHEET C5.11. 2. ALL SEWER PIPE SHALL BE SDR 35 PVC PIPE0W �^ UNLESS OTHERWISE NOTED. CONSTRUCT SEWER CLI ANOUT PER CWS STD. DRAWING vJ 3. PRIVATE FIRE AND WATER PIPE SHALL BE C900 2 NO./ RIM LENGTH/ 55! PVC UNLESS OTHERWISE NOTED. ALL JOINTS, Na. 5aa, sHEET c5.11. TYPE ELEV IE OUT SIZE SLOPE Q CS TEES, BENDS AND END CAPS SHALL BE 5 4 „,„tk hc.. S b o F-4 R CONNECT SEWER LATERAL TO SEWER MAIN USING SIDE MECHANICALLY RESTRAINED WITH CITY APPROVED O STORM DRAIN CONNECTION PER CWS STD. DRAWING NO. nrr4- C' CAU tiCI- ` a"r--� "Ala • 7 - SDCO-6A 163.0 157.76 „ 57 LF 0.020 co 1-2 PVC 3034 (17 J RESTRAINED JOINT SYSTEM. 520, SHEET C5.10. 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER0 < W GENERAL NOTES SEE SHEET C0.1. STUB PRIVATE 4" SEWER LATERAL 2' FROM FACE OF SDOF--7A 189.8 187,00 16 LF 0.180 1- F-- 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING Q BUILDING. FOR CONTINUATION SEE BUILDING PLUMBING 8 F'- J D WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT PLANSmomi CONSTRUCTION, 41 LF ~ SDOF-8A 193.4 188.62 8" 0.110 W 0 D w 6. SEE ARCHITECTURAL PLUMBING PLANS FOR O PLUG SEWER LATERAL FOR FUTURE CONNECTION. W CONTINUATION OF WATER, FIRE, AND SEWER * SDOF-8B 190.3 H SERVICES INTO THE BUILDINGS. U U r^ SDOF-W8 162.6 158.06 1 8�LF 0.010 TITLE STORM DRAIN CONSTRUCTION NOTES WATER CONSTRUCTION NOTES , # DATE DESCRIPTION cp jj CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. (71CONSTRUCT 6" C900 DOMESTIC WATER LINE AND LIDA INLET NOTES: XX ai DRAWING NO. 500, SHEET C5.11. ' ff 8" C900 FIRE PROTECTION LINE. 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA ENLARGEMENT SHEETS FOR MORE INFORMATION. 0 1=1 PRIVATE UNDERGROUND DETENTION VAULTS (OLD CASTLE2 CONSTRUCT PRIVATE 4" C900 DOMESTIC AND 8" C900 2. RIM ELEVATIONS ARE GIVEN AT THE RIM OF THE OVERFLOW STRUCTURE 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. 0 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. 0 3 DRAWING NO. 010. SHEET C5.10Ow CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER cp N. CITY OF TIGARD STD. DWG. 542 SEE SHEET 06.00. 0 PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. REVISIONS 040 INSTALL 45' BEND (MJ). Q CONNECT STORM DRAIN LATERAL TO STORM DRAIN MAIN RUSING SIDE STORM DRAIN CONNECTION PER CWS STD. O INSTALL 8"x8"x8" TEE (MJ). NO GATE VALVES ON FIRE LINE 0 DRAWING NO. 520, SHEET C5.10. c-N- C).., 3 CONSTRUCTINSTALL 6"x4"x6" TEE (MJ). DRAWN BY CHECKED BY SLH KDC UC BEHIVE INLET STRUCTURE PER CWS DWG. NO. 405, SEE SHEET C5.13. SEE LIDA TABLE ON THIS PFI SUBMITTAL FOR MORE INFORMATION. STATUS N. o2i2si2o�a 7 CONSTRUCT FLOW CONTROL MANHOLE PER CWS STD. g DRAWING NO. 270 SHEET C5. 11. DATE Li 17052 El PLUG STORM DRAIN LATERAL FOR FUTURE CONNECTION. PROJECT NUMBER •Lri20' 0' 20' 40' co N O "' SCALE IN FEET C4 . 13 ,,,..m ©2018 OTAK, INC. =ao) If this drawing is not 22"x 34",it has been reduced/enlarged,Scale accordingly. XREF LIST otak i i Ltscale: 30 Resolved /� �I! 017052X-TI<XLOTS-GIS 1.0t, Otak, Incl GENERAL UTILITY NOTES P17052X23C 808 SW Third Avenue, Ste. 30U 48 UNIT 1. ALL STORM DRAIN PIPE SHALL BE D3034 PVC PIPE Portland, OR 97204 56 UNIT UNLESS OTHERWISE NOTED. 503. 287. 6825 S17052B19C 2. ALL SEWER PIPE SHALL BE SDR-35 PVC PIPE www.otak.corr P17052X60C %d'i 3. PRIVATE UNLESS FIRE AND WATER RDPIPE SHALL BE C900 P17052X001 Full Build �GO p p��,c� P17o52xoo1 f //. ... PVC UNLESS OTHERWISE NOTED. ALL JOINTS, L.�y NC / ,� TEES, BENDS AND END CAPS SHALL $E VS �a FR y • a MECHANICALLY RESTRAINED WITH CITY APPROVED 91573PE 9r 7.4.4. rr RESTRAINED JOINT SYSTEM. PRELIMINARY aaa • • • SEE SHEET C 4. FOR PRIVATE SEWER, STORM DRAIN, AND WATER OREGON aaa • di.° INWER4 12 GENERAL NOTES SEE SHEET CO.1. sF� .,� �/ aaaaa ° as 4 4°. - _WI. 5. CONTRACTOR TO COORDINATE IRRIGATION SLEEVING � � T 1 3, �° <Q� WITH LANDSCAPE CONTRACTOR PRIOR TO PAVEMENT p C N�t a / / •a '' ' • CONSTRUCTION. / aaaa,`° c °' • n' 4 4,1L! I �'r L.: .�4444.4 • 4 I�I� . ° I 6. SEE ARCHITECTURAL PLUMBING PLANS FOR • °A. _� EXPIRES: 12/31/2019 • / / ;1' :<,434S.• 4�. °e ° < 4 • S5C0-3E r I a oor CONTINUATION OF WATER, FIRE, AND SEWER STAMP J • / ° ° RIM= ,Q° 7 SERVICES INTO THE BUILDINGS. • • ° 231 .17 LI a ---14- -1-1-71-111,17.-u_ po o I 7. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED _ El / �1 ` • %�9Fm7J IE IN= 207.01 (8" E) ,°,,,,,: K a RED. IE OUT= 206.81 (8" 5) ('t o.,a 11 / r - SDCO-7G DBG PROPERTIES ij STORM DRAIN CONSTRUCTION NOTES / a ° _ RIM= 212.88 LLC �/ 1 IE= 208.97ED IE IN= 199.47 (12" N} 0 CONSTRUCT STORM DRAIN CLEANOUT PER CWS STD. r ! (8" W) IE OUT= 199.27 (12" s) DRAWING NO. 500, SHEET C5.11. ^v zq 393 LF 0 5 0 o f A° CONSTRUCT STORM DRAIN MANHOLE PER CWS STD. / ^ 04 e i - 1:11 DRAWING NO. 010. SHEET C5.10 AD O'., ,;;\ ph aaaaaBLDG 5 .AN/y O' /it°,daQadaaaaaaRAIN GARDEN eO oo4J ° •4// a a aa TI D PRIVATE LIDA. SEE PRIVATE LIDA ENLARGEMENT SHEETS. �`/ {7aaaaaaaaa • © i Gee ee �� aaaaaaaaaaaaaa •aa ° . S°° a CONSULTANT L=76.27L"� a 43,44•144<1•1<444.4 r e e, l V S=0.053FT/FTao ° //:'::.*M. ::;.,;.:1.:°' aa , o aped 4 CONNECT STORM DRAIN LATERAL TO STORM DRAIN MAIN a , +( q USING SIDE STORM DRAIN CONNECTION PER CWS STD. as as a a asaaaa • '•,z _ PSD . -/ I o ° e 'k • DRAWING NO. 520, SHEET C5.10. 4. �� lE ITV= 187.75 'aa44a4aaaaaaa a 11 II ee 1\ (�" NE) G?Q aa4aa4aaaaaaQaaaa I I u3 a eee' j .a as as as a a a4 a a 4444 IE OUT= 196.00 V1 ` _ _- .-4---- I - � � ,4° `� a Q .1.,%4% aa 4 e a a a' r I' a ° �p o 1:1 CONSTRUCT BEH I VE I NLET STRUCTURE PER CWS DWG. rN ° aaaa QaQa�aaaa a e Imo/ NO. 405, SEE SHEET C5.13. SEE LIRA TABLE BELOW "J a , aaa aaaa aaaaa . a i':°G ° O aaaaaaaa �I q 4, Q a ° FOR MORE INFORMATION. ;14°<a°,3:11.,::,',4.°aaC C IAA 6❑ CONSTRUCT RIP-RAP PAD PER DETAIL 4 SHEET C5. 1 1. �y4aaaaaa 0 ^en r�.. 0 `aaa0 ,�a i ' f ceC + "J/cri:di,..i:,. _ , �IE IN= 189.13 ', R a° f • ; . p �` NE) I, - a �,A4,1'"777' - SEWER CONSTRUCTION NOTES a a \ -17 411111111 .1111111111t SDCO-78 L- 100.DOLF CSD ° ° a 1 a aaaa;\- ps'Q fr RIM= 196.19 :. 1 S-0.100FT/FT 5. . 1 1 CONSTRUCT SEWER CLEANOUT PER CWS STD. DRAWING aaaaIE !N= 390.33 (12" SE) RIM- 212.48N0. 500, SHEET C5.11. a a • ° IE IN= 190.30 (8" SW 1� �: IL IN= 198.47 12" N 22 ) V I qa I e O ( ) 4" 2' 06p ,IE OUT= 190.13 (12" NW) p1. II I SSCO-3D (1 1, IE OUT= 198.47 (12" S) O STUB PRIVATE SEWER LATERAL FROM FACE OF ' yy�} ° RIM= 204.08 `;/ I °o- BUILDING. FOR CONTINUATION SEE BUILDING PLUMBING R` " t IE IN= 196.81 (8" N) I °o 4 1 PLANS Cl)SDOF-7B 0 0 236 LF a IE OUT= 196.61 (8" SW)� IE IN= 198.32 °o'r`�'� WATER CONSTRUCTION NOTES V� \ \ Lo 27 LF e° Imm ° d ,IE IN= 193.56 (8 E) NiN16: ;°4 CONSTRUCT 6" C900 DOMESTIC WATER LINE AND LL 1 SDCO-7A n RIM= 192.14 aa\ 4 , (8"' SW) 4 ! o o r f SDOF-7F 1 8" 0900 FIRE PROTECTION LINE. IE IN= 186.05 (12" SE) `4444444 ® • �••JZ O IE IN= 186.23 (8" \aaaaa A`S� , . 4'1 !I ° i e°� CONSTRUCT PRIVATE 4" C900 DOMESTIC AND8" SW) L=80.00LF ® o o q 2 ESC C900Lil Lr) IE OUT= 185.85 (12" NW) `'- 5=0.010FT/FT �,°° I FIRE WATER LATERALS PER DETAIL 1 ON SHEET C6.01. STUB 5 SDOF-7C „ e 4 2' FROM FACE OF BUILDING. FOR CONTINUATION SEE 2 E- 1 SSCO-3A ", S`ss4`sS �� 44 4 14, " ° ° ° ° ° ° 4 �° Q BUILDING PLUMBING PLANS. W0 RIM= 192.61 , ;aaa, �r94F - _ = ° ° ° �" t�IE IN= 185.00 (8 SE) - �C'd a a a a a a`�O �© 43 CONSTRUCT PRIVATE 6" FIRE HYDRANT ASSEMBLY PER W1 SSCO 3B ai • 63 19 LF 7 CITY OF TIGARD STD. DWG. 542 SEE SHEET 06.00. �^ IE OUT= 184.80 (8 NW) RIM- 197.04 \ ° IX Z\ O a D ° IE IN= 189.71 (8" SE) O / rr^� QC.> INSTALL 22.5' BEND (MJ}. v!IE OUT= 189.51 (8" NW) 0 SDOF-7D \ A S v © 48 LF39 0 # a ° Z © . 0 INSTALL 8x8 x8 TEE MJ . NO GATE VALVES ON FIRE LINE W �n L=71.61 LF ® TYP �0 © / ( ) 0- V, S=0.071 FT/FT i' 9 • A` 6 INSTALL 6"x4"x6" TEE (MJ). /� 11' �.�..� 1 SDCO-7C • L=29.56LF ® ',1� R \i 0 RIM= 201.96 S=0.072FT/FT As, MA 0I a (;./ CONSTRUCT 8" C900 FIRE PROTECTION LINE. IE IN= 195.65 (12" SE) IE OUT= 195.41 (12" NW) \ .aaaa . 1 D °4 8 CONSTRUCT 6" C900 DOMESTIC WATER LINE ( Et w J a ` <<j //:• P Q LLI QSSCO-3C \' a (D ~ 1 a •/aaaaaaa• . 0 Q INSTALL 45' BEND (MJ) J ' RIM= 202.32 ‹.44.,]%<1.1/ --..1 J IE IN= 194.47 (8" NE) (�SDOF-7E 4 d . __� °,0 LL 1- I��10 D Ui IE OUT= 194.27 (8" NW) _ f 4 . W F- m IE IN= 196.24 • • - SDCO-7E ! _ L=66.33LF © 1 F- (8" SW) • S=0.010FT/FT RIM= 211.54 ° U U (7) Cf) © • IE IN= 197.67 (12" N) PROPERTY \ , IE OUT= 197.47 (12" w) ° LIDA INLET DATA TITLE LINE • SDCO-7D NO./ RIM LENGTH/ XX DATE DESCRIPTION 1 RIM= 209.06 TYPE ELEV IE OUT SIZE SLOPE el) I IE IN= 196.81 (12" E) Ez IE OUT= 196.61 (12" NW) 16 LF a SDOF-7B 191.1 186.39 8" 0.010 _, ♦ ° SDOF-7C 195.1 193.14 1 LF 0.180 8"O U N, ♦ ° ° SDOF-7D 198.6 195.52 186 LF 0.124 U ♦ ° REVISIONS m a ♦ SDOF-7E 205.0 199.09 1 8 LF 0.180 •U o \ ♦ 33 LF SLI-1 KDC SDOF-7F 211.0 204.568n 0.190 DRAWN BY CHECKED BY ciN U) o N. SDOF-7I 196.0 192.00 3$ LF 0.080 ST SUBMITTAL ca, o N. 101 LF 02/26/2018 a SDOF-7J 197.1 193.50 8" 0.057 DATE 17052 Q LIDA INLET NOTES: PROJECT NUMBER N20' 0' 20' 40' 1. SEE SHEET C5.13 FOR LIDA INLET DETAILS AND PRIVATE LIDA ENLARGEMENT SHEETS FOR MORE INFORMATION. 40 N 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. 04 . 14 4, ,,., m ©2018 OTAK, INC. a) o If this drawing is not 22"x 34",it has been Q reduced/enlarged Scale accordingly. • XREF LIST \ k Ltscale: 30 _ - � W ,s F`�.,:,,.•.f�:, ,ter' 198.19 19$.24 ` D y� x Mgr o _200` 197.74 197.8 B 198.69 4 f 191.5$ 196.73 I mMiggO/� Resolved �d6, �'� $ -'�' 4 v 4.-.1‹.-7- 14 " y r< .� <1.1 ;I< V " r'8 198.2•191A1 �y 9V i4x 96 ]37q q q q g g q q q <3 4. 8198.73P17052X23C ;., �� - = 197.24 ga4g4g444 ] ° ° 4 q 4 aq q q 4 q 4qVVa B 191.5 �.� 4 1� g?e e -----„ 44 ° 48 UNIT 4�., 4 q q <1,,,i 4� � vvvv . 192.08 4 ° a 4 4 q °-4-4 ° ° aa,�9�•04 ° q ° -.;� 44 ° 4444 ° 4 S'Cr ° :. 4 ° ° 4 ° ° 4 Otak, Inc ° 4 4 4 4 q „ < <i < a q� c� , 4 ° 4 4 4 °� 56 UNIT 4 4 q _ 4 q „ q „ q 4 4 • �4 4 4 „ ° „ ° �, ° 4 a q . 4 ° 4 ° ^ d t, d .E © � a cI ° il 808 SW Avenue, Ste 30 a , B 191. v v o v `� tland, OR 972 S17052B19C ` C 191.3 • v v v v B 197-24 ` B 198.24 .T� 503. 287. 682 P 17052X60C \ \ �, _ C 196.87 C 198.24 \ , 189.83 Be,191.05 ;: V V v v v 191.95 0 �-� �__C 198.73 www.otak.corr P17052X43C 0 B 1$9.79 189.83 : -.1't ._� 77771 .191.95 ]96� 198 �_� P 17052XQ01 "•••.,...766 1$6.41 • p v v v v , �� -.� 1 B 188.75 C 189.79 1 B 188.72 C 188 75 � �1 J'1.191 v v�b1 v v � 02:: PROfFf�, � i � -B 187.46 C 188.72 . p v v VE491�}b+D'�- V V V V V V ` 184 185.60 ` . B 187.42 C 187.46 � NEFS /Qy1��� v B 185.91 C 187.42 ' vvvvivvvv °°71 +'v•v-vvv • - LIDA FACILITY R23PE l► • vv i . . •ivvv : . . q vvvA71$9.1-8 8191PINARYv B186.2fi vvvvovisvvvvv`vzvt+ vvv • : 819#.05 C #91.81 3CALB: 1" = 10' TYP. 86.10 v v vGON1:. :..... ,; . V 108�8V v •-7� B191.01C 190.92 a c rvvvv r . . D �v D v v �}�$�5� - C191.01 -f- 4%0 Z����°' p • ' • :p. o 13 ''.�2 • p r v v t�a� r7 v v1 • 8189.8 1 Q C1 -� v c r i• v R i v v� v v •1• v CI .. o • El-- 189.79 189.83 -r -� �. V3 9Yvvv • vv 1V 8188.75 .- `/ v V V V V V V V V v v • • -� 6 `n 88.72 C-i$�.75 - --- -- - -\ Q - ____ _B- 187.42 B 187.46G 188.72 © o .� Fi 0 --- -182 -© STAMP EXPIRES: 12/31/2019 L', �� • • f C 187.42 C 187.46 0 �~ 1°¢ 47 - r-204 .� 198.66 B 199.7 200.24 f -182 ,� ��B 186.30 `� l B 185.95 C 86.30 N. -� L� 1 ci `, s� 0185.95 o ,-,.. ° q <4 4 4 v � �_�, 4 4 " 4 " 4 4 V 4 4 ' 1--- "7 4 x4 q 4 V " - r B 199.16 <1'1 `:`:� q ° 4 ° ° q - a s 4 �4A�1�qq� q q <I.< q 4 4 4 -�--4 ---�- ° ' . DBG PROPERTIES �� �.� q ~q Q a a d q 4 q 4 q <i< q 4 4 q q q 4 CP,A a 114 �. B 200.74 - ° ° . 4 a 4 . 4 � ° 4 . 4 4 ^ 4 4 L g q c a l ° 4 4 4 4 a" 4gg4 4 4 4 ° 4 <1, ° 4 ��� �.�� q ° gagdgdqdddi4d�J.3¢ 4 .1a 4 ° 444 4 4 4 ° LLC LIDA FACILITY R 1 9.16J � � - _�02 �C 199.97 C 200:74r SCALE: i' = 10' TYP. C 199.16 3 1\ X202 LIDA FACILITY R3 SCALE: 1» = 10' TY. CONSULTANT 0 0 _._-______ \ -----...„.....,...... -- - .--204 .-D 0 _____ 200.6 B 202.30 201.80 �~ �1 B 203.51 x203.01 - - - -204 B 204.23-\ 203.73 \ _ 4 4 u ° : GI <1 V q " q '-' 4 '4 4 . q , q `, q V , q " 4 --` .<1 .. q ` q g 4 v 4 V C `�4 „_<_ ...., .., 4r 4 . a 4 202 V 4 4 -'..L.<1 ' ° , V 4•V 4• " 4 �' ° \ - B 201.11 4 a� q = •• 4 v d�4 (3' 4 ' 4 ' 4 4 �4 4 <1 51 <3- 4 ..1. 4 4 �`-4 '� J 4 4 4 $i,, <I ° �,..44 4 44A�1 134q q 4 G q 4 4 4 ®1�2g13� q 4 q 4 4 �� © 4 q 4 d412q.3444 ° ' , ° 1 4 4 qIJ el ... _ 11 242 4 q �.��' n ° A rt ci 4 ° . 4 ., d A4 ., dA © � ° � __________,,„,,n_2°2 B 202.30 B 203.51 B 204.23 201.11 C 202.06 C 203.86 LIDA FACILITY R4 M SCALE: 1' = 10' TYP. CO Ce / \________\ .....,.....,--_ -...., • . d 21l Z Et B 202.25 1 \ \ r 4 212 \ yr �\ \ 111 ,-- C 2200.09 \ C 200.10 r 202._ .210 \ < < 2 - �` - .' ° ° ,.:: , 201.75 • 208 `� \ _- - , 4 4 --.........„,. _____ •200 - ` _ ` ° 4 4 4 ` ` V44a444d4d ° °4 ° °4 ���.I'1 ' V � �' _ ° ° Ce < 204 ` 4 4 f • -------N �r - �Qa4 44444444444 <1 <I ., ~t}`rrr rur Of 8200.09- ' ' � �Q200.28 _202- 4 qIN) 11 '<: \ - v V 4 . ° 4q q q 4 q \ C 198.09 1 / �, q °<, 4 4 4 q li53ii B200.49 ��2 4 ^ 4�' 4` r r rrrr rrrr rrr Om4444 ° 44 ° 44 ° " B '►00.42 ° V� qV4 V4 Vq ° 4� Q �+ !i ^ r^, rrri rrrr rrrrrrrr irrrrrrr rrr rrrr l _ a � 200.00I.J•J C 98-72 � �� v V I<, ° 4 °�1�9�� q ° ° 4 ° ° 4 ° ° ° 4 � r rrrr rrrr •rrr \ �� W/ Z20� 09 �_ � 4c� 44�44 ° 4444 ° 4 4 4 ^ 4 . 4 ~21$ 3�� 9$.�0 44 � 199.' 4I5 O L ;- C20 09 ° 4 ° 444 q 4 q 4q „ 4 � 4 \ [. ter -} \ -- _ : . 0.45 - .�.. 4 ° ° B 200.45 _'� ❑ 2/0 4 <1;3" 4 q q 4 q <1 -4_ ° rrrr r,rr r \ _7:41_7_ �� ° ° ° ❑ 4 ° K 197.95 Cn 1 4 4 4 4 1 °0 ��,�� rrrr n++ }7.4..c1"---4 4 ° rrrr "AI' 111"1111- \ © �� Q W �a� ° 198.09 J _ �� f r �� �..��� _ 4 q C 200 09 . °4 4 ��'1r \ �27s C l a 4 © ` . O B 200.09 W ❑ C 200.75 4 ° ° Lr� UP \ o 14 ° 2 uj 0 W CD V 4 q 4 D < 4 4 q q 4 4 � l r �� \ - \ O 4 ° 444 ° 41 , J Ai-°-_. ` Ii ©.:•..4 LL U cn J,.•, l B i99�#�r+ : :..30 �� \ -2T4 �_ B 199.47 �- ! 198.fi2 <, B 200.09 ���� C 198.30 r C 198.08 !�� \ `,.�� �� _z�z� \ l rr f �� C 199.140 ` ,208 TITLE o X208 CNJ �� �� \?o \?�0 �_ ..,45 i ` # DATE DESCRIPTION U N Z LIDA FACILITY R5 SCALE: 1" = 10' LIDA FACILITY R7 CV SCALE: i = 10' TYP. CV 0 in ABBREV I AT I ONS "V0 \�0� - c i9s:aa c� $. -2x0_ LIDA CONSTRUCTION NOTES 6 U ICO OVERFLOW RISER. SEE STORM DRAIN PLANS 4 ��■��19 ~ -B 198.84C 198.84_ 19 C egg 84 ���B 198 84 AO' REVISIONS A WATER QUALITY MIX ELEVATION. �2p . ` +.� B TOP OF LIDA WALL. B 196.90 C 198.38 U 2 CURB OPENING. SEE CWS DETAIL 401, ON SHEET C FINISHED GRADE OUTS!DE OF LIDA WALL. -B 196 B 196.90 C 196.90olf 8 84 05.] , •11.001111.111 3 D TOP OF LIDA CHECK DAM. I 0 40 C 196.9 -B 198.06 B 198.38 -196 v V V V V V V V V -V v V V V V V 76 ���'8.26 � B 196S. .35 -1. V v v v VA� �7 v v v O v V V V V - � V,-..� v 198-- SLH KDC il r rr� vv v v v V V V V �:='v C DRAWN BY CHECKED BY 3 MINIMUM 4" LIDA WALL EXPOSURE WHERE LIDA ALL SPOT ELEVAT I ONS WITHOUT ABBREVIATIONS ARE C 195.85 - - . ,• v v v v V v v v v v v v v v v r~� MEETS SIDEWALK. TOP OF PAVEMENT GRADES. w v v V v v V V V V V:1,,, 7,t-u�o V V V V V V V V V V V V V V V V V V V V V V V V '7 V V v V V V C t 8.7 208 _ � PFI SUBMITTAL g `2x02° ss�s# ,_C63:".":1 -B #99.898...74:044 Q.Oa I - v v v v v VVVVVV v v v o v�e- /Id v v v v��7 77 -�'�' 0 198.24 STATUS v' • , x$97 v v v v v v v v �' Vd 4 4 o • V vG71 V V V v v V V - r• 9x.06 4 \\\\. \-11111) DATE LEGENDill �� °" - -= A 2 96-sem ` 0 17052 r-7 V V V V V V V p 197.0L CI J E. r� V V O _ p a 0 196.58 �20s EXISTING 2' CONTOUR - - - -- -.3/2 © ' \\----° �Y� PROJECT NUMBER 1�� c8 196.36 2 z04 co EXISTING 10' CONTOUR - - - -370 - - - -- - -I- `�B C 194.6 4 �' �w N PROPOSED 2' CONTOUR 372 1O' o' 10' 20' \ � \ o Q PROPOSED 10' CONTOUR C4 . 2 0 .: LIDA FACILITY MI. cs OO 2018 OTAK, INC. PROPOSED RETAINING WALL �� SCALE IN FEET If this drawingJs not 22"x 34it has been SCALE. 1' = 10' TYP. reduced/elarged.Scale accordingly -_ -------. XREF LIST 4, - ` 21z- Otäk' ______ Ltscale: 30 212 `i - _?��� 222 zz-- �� �-,.. Resolved , "'- P17052X23C `�~ ~ �� y - `~ e� _�0 4 Otak, Inc 48 UNIT ------ �� 808 SW Third Avenue, Ste. 30 56 UNIT `� Portland, OR 97204 S17052819( - -- --- _ - f f B 2.09 N'O6 503. 287. 6825 P17052X60C B12.09-` P17052X43C 210 C .0 fc 20 . 9 , www.otak.corn P17052X001 �� _ �� 4 < " 4 '' 4 4 4 q <! V tl •, __ o i � 4 4 4 < © q4q 4 4 4 4 < 4 4 ---1 Ci 1 _ ti �ti-�- `�, 4 4 <1 4 4 <4 4 Q 4 Q 4 4 4 4 4 .t 4 4 < < < 4 4 4 4 < 4 4 4 4 4 4 4 4 < q 4 4 4 Q 4 4 < tib 1 \ 44 < < 44gg4q4Q 4 4q4 4 < Q 4 4 < 4 4 4 44444d ��.42gag4qaQ4 < q < a44Qg4I�,: kigaga4a4q4q4q4q4444qqQ4 4 4 4 < ' N ,t4Q`�p PRdfe�J, 4 4 . ., ,1 <I < A 11 4 4 „ 4 „ 4 ei GI < n n < < ^ n <I < < < 4 A 4 A 4 A 4 n < <1 4 < < 4 _N.220 ��G 1 N k'�R /may 4 1 - 1 III! 1f, Ir II!! 1!!' 1 �...�ff' :1573P: 9 B 21 .09 - c 10.09 220 _ - B 202.09 PREIMIARY ~~208 1!` O ~� �T 1 C 200.09 ' s� REGO ^� i1 3, �Q� -- FT I - - ' F0. c}01-° 111 (i --- �i�■� I _ _ I L, i i l i 1 I 1 1 I _I EXPIRES' 12/31/2019 11 III STAMP T,._14. -F-L-11-11V-L__ LIDA FACILITY R8 DBG PROPERTIES LLC SCALE: 1" = 10' TYP. n� 2- �' -- © / 0 3 © _20 0 0 1 -� 200.37 2�� .�9� `- „ -- 200.42 202.98 202.85 202.40 2-01.92 202.27 O _ 200.18 199.65 ` B 199.47 198.97 1 X8.29 203.35 B 203.48 B 202.90 B 2 2.42 201.77 201.42 X200 ..../ -/''' CONSULTANT B 203.35 A, B 200.91 4 1 < q _�41 . L, .1 • "�� v , < • < �' < V � ' , w�l1 ' .` . q4 4 4 . < q 'v4 q " q ' q 4 . �24O fiQ < 4 4 4 4 4 11 4 4 4 � 4 4 4 <1 < < V 4 < < < 4qq < < g4q < <2 <2 < QQ � < �„ < 4 < V 4 V < < 4 < $ B203.85•� , 4 4 4 < < 4 < 4 41 !/ 4 q Q 4 4 4 4 <� q q Q 4 < 4 8201.92 q Q 4 4 < < 4 4 < < �] < I 111ggaq�< < < < g4g4qqq4qQq4q4q4q4 < < <1 < ` < 1}58.79 4 `. < < „..1 1- 4,�t� / < .i. 3 $q , _4 ,4_ 11. J q < 4 r^, < Q 4 4 4 < < X11 '48 4 4 4 < < < . , 4 a` < < r 8 .0 4 I .1R Q < q9 Q 4 4 4 4 < < Q d 4 s4 4 , . . < < q < r �--� ••.:. a 4 4 - q q q Qq4 < < 4a444q < 4 < q q .� < < < 4 4 $ < Lq /� � � �® 4 Q �gc� g4gqdqg�7-�q a 4 aaQq � �,-', a �,9a . 4 - 4 d_ . 4 �, 4 _ 4 <1 4 _ < _. < �- < „ 4e < c 4 �24 4 <� < 4 <f < 4 4 , • „ . ^-�-;r- --� .��d „ ., .�_ a s�- . Q 4 - 4 Q " a < 4aag4a < 4 < < aq q ^ q el 4 el 4 < < a4a44Qaq < � q-e4 <�q q` a CO z _ B 203.85 LB 201.92 B 200.92 l� 1- 9$ / B 198.79 N 0 B 202.90 2 2 20o- C 199.42 �- B 200.15 �� Cil°°•Q� .196 C 197.29 2 _� ��9 C 198.70 �,, -� LIDA FACILITY R9 LIDA FACILITY R10 N N SCALE: 1" = 10' TYP. SCALE: 1" = 10' TYP. 2 II1 c 0 o f r QIIN a t 1.� -.... _- `�__ 1 r I © �-� UPCO .i, ' C 200,33 0 ��_ B j 1B 200.84 B 200.84 B 203.69 •c\p' r'p �p B 200.27I L-7.40 --___212B 200.74 B 200.84 C 200.98- C 200.84^ rB x05.21 @. C 200.84 o03.69�G' ,. Tp T oC 200.27 .40 �C 200.74 C 200.84dil B 200.84 Z i: C 204.88 4 v 4 „ < < ° 4 4 4 4 4 fi' r'� G� - �_� `��� B 200,& �* �� , ---4 ---=_ - 212--�1 T E I 11`� a 4 g 4 q < 4 4 4 < < 210- - B 200.14 4 v 4 < ��.� B 201.24 ~`- �. <j 4 < Q I < 4 2'00 4 4 q .� 1 : /' 4 _ 4 q l I '-��4 /I� <1 v " .p W < < 4 4 < < C 200.14 < < < Oq © < 4j C 200.91 <1-. 4 4 CO a 2 q 4 V 4 V < < 4 `*',_� < q 4 q �Q� 4 �0 4J 4 .,. �' �• 4 4 4 4 4 4 4 q < < ��:_ �4 Q g 4 a <1 �/ < 4 4 4' 4 Q < Q ,� 4 4 Bl?�V 1.: a 4 �0 : 4 4 4 101. L,L <P ,°P. A 4 .< A <1 4 4 ,, 4 4 4 q q 4 4 4 j 4 < < .; < 4 4 < 4 4 4 4 1 ,< Q r'4� 4 8x4 4 ° Q2011::', 4 d , Q 8I 1 k2 ql 7 4 4 4 4 < ,� < < 4 4 <l 4 < "4 < 4 < 4 4 < 4 4 8201. ' i 4 a E 4 <-..... 1-1;<1 114 A, I < < ' C 200.06 z 200.14 4 �zi ° d q �B 201.09 �B 201.23 r L I V M2b 20180-/ Z 4 a Q a 4 , Q Q a C 2006, C 200.90 C 200 97 �• 199.81 �� a 4 a 1 < < © < < < 4 4 4 < 4 4 4 4 4, LIN .� CIX q 4 < 4 < < 4 , Q 4 4 4q q 4 < mJ 2p 1 Z .)g4g4aA < < < < < < Q 4 . o Q V § hb Q 4 3 Cd/I' q < Qa < 3 < 4 < g < < - --"� Om O il 4 4 4 < q < < < < < • (9 (J �ov-1 <1 4 < 4 < < 4 ':, ' 2C8- W 444444444444" Q O Z 0 4 ^ 4 �=� Q - ' 4 2°2 LIDA FACILITY M2A, M2B o ❑ X203s6 ° -B 203- 9 Q SCALE: 1" = 10' TYP. CO IXC Q A C2 3.53 O [ 203.36 ❑ Q W Ct I* J LIDA FACILITY R13 W 0 D SCALE: 1" = 10' TYP, L. Ucn J TITLE # DATE DESCRIPTION cid XX Z 0 o a J _ �.,� ._ . .e. , - B 205.68 C 205.41\1 , LIDA CONSTRUCTION NOTES ABBREVIATIONS /C205.67 yk q <CD 4 < < a-�, q ' < V < " < a < fr\ < < q < < I OVERFLOW RISER. SEE STORM DRAIN PLANS A WATER QUALITY MIX ELEVATION. 1 q < < 4 q < < < 4 a < g 4 4 4 17:11 4 4 <1".4 4 Q < O B TOP OF LIDA WALL. 4 4 4 4 4 4 4 4 4 4 C FINISHED GRADE OUTSIDE OF L IDA WALL. Q 4 4 4 4 ‹.1 4 4 < QP' 04.613.4 q q Q 4 4 q < 4 CO CURB OPENING. SEE CWS DETAIL 401, ON SHEET , a [5. 13 4 4 4 4 4 4 4 4 4 4 4 �N%' ` D TOP OF LIDA CHECK DAM. q ^ q ^ Q 4A < A4 < 4 < 4g4g4q4 , 4 ; <Iq q4 �, 0 REVISIONS COINIMUM 4" LIDA WALL EXPOSURE WHERE LIDA ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE 205.81 Q a � 4, B 205.54 Q O MEETS SIDEWALK. 4 - 4 U TOP OF PAVEMENT GRADES. C 205.83 a 4 a 4 C 205.20 q SLH KDC tSJ- _ DRAWN BY CHECKED BY o 0 21�' STATUS PFI 2 LEGEND ' © DATE 2018 Li f20S f_ 17052 E EXISTING 2' CONTOUR 377 o , PROJECT NUMBER EXISTING 101 CONTOUR - - - --370 - - --- -• '� PROPOSED 2' CONTOUR 372 10' 0' 10' 20' I _____y2 1 PROPOSED 10' CONTOUR 370 ■ . C4LIDA FACILITY M3 PROPOSED RETAINING WALL IMIC == =- __ ©2018 OTAK, INC.SCALE IN FEET SCALE: 1" = 10' TYP. If this drawing is not 22"x34",it has been a reduced/enlarged.Scale accordingly. FF=202.50 Otak XREF LIST EJP ' la Resolved ----- -Amdige!:;i0A-fill B 201.25 ' / ,nq.! IS P17052X23C . �C 201.25 I 252 , / Otak Inc. 48 UNIT B 202.77 E '? 56 UNIT 02{12.44 4 < <I < "4 < � < " < ., q " '-‘1- - " q � � 4 4 v v �s " V___„:1 �B 251 .y 202 r. 4 <! v I. � ! .09 � 517052B19C a a 4 0 4 0 4 < < g 4 d ° g 4 q q d q gra qq 4 4 a ° ° 4 4 4 a V ° 4 4�a Q 4 4 4 ° 4 ° atiq ° 4 ° 4 ° q�4 4 4 4 < 4 4 4 ° " ° �4 < 4 808 SW Third Avenue, Ste. 304 Pt 7052X600 B 202.49 q q 4 4 q 4 4 --�•� a <1, 4 4 < �*lisli ° g 4 q a <A Q q ° q ° 4 ° 4 �< 4 < d Q '-?'� Portland, OR 97254 <IA n �- < 4 . 4 4 0 IA < A < ei < <I < < < 4 „ 4 ^ < ^ < <1 ° " ' m.4 - <1 ^ q � q � ° ei ° <1 ° < ° gdg4g4q4 ° a ° a ° �° a4gagd g4Q ° q ° ° 5p3. 287. 6825 C 202-16 www.otak.corr P t 7052x430 4 _ 4 Q - u 4 v a " B 201 25 P t 7052X001 �� 4 ` ° 4 �._.. 199.76IP PROF 4cl Q 4 _---- yt17 ,- • % 4 d Q ` 6' 199.64 200.00 'z 91573PE l 201.62 \-201.49 © - PRELIMINARY �z°2 f - / j,� OREGON ^� f -.--.'".- \.-•••-----.... /' Q / ��SAT 1 3, �� �Q-- r- � D C H O.0 �� EXPIRES: 12/31/2019 - 70 / n STAMP i -'1_,_.ci--iii- > LIDA FACILITY M4 DBG PROPERTIES LLC SCALE: 1" = 10' TYP. \--:V ,c 8 198.97 CONSULTANT B 198.PQQ- 0 98.97 3 198.5.14,o2- - - < 4 a 1 1 FF=198.25 / - cr < < < B 198.09 j Y�200� B 198.08 B 196�99� TB 195.82 f j,9 / C 197. C 96.99 C 195.82 B 195.63 B 194.46 / .n 4 ° 4 / C 198.09 B 198.57 B 19.8,..0,9: C 195.63 q -r -- _ C 198.24 _ ,- . - O .• • i i7:Nr _ /1819977166 1-.��C 194.46 C �f C 1:4.04 � < 4 < .1 1I I Y - I i aR / I - ... 1 • .-. �I/ 198^ �- B 198.54 44 4 < < 4 � 4 � 4 " 4 < �.° 4v -� .,! ' 0198.21 - q " V v " < 4 6r� �" n d� 4 V 4 V g q q q v q .` :; "� �--4 =-4 �J -4 a v �I V 4- I 2 4 4 <7.(1 4 4 4 q 4 4 < 4 4 4 4 < .1 < < V < q ° < < 4 < qv4 4 .��� g 4 4 4 4 4 165$4 4 4 < 4 4 dq < q ° ° ° E i 199.30 4 < < q < < g1�9�. .. , OK '1 -'1, 4 1�7 q ° ° 4 < 4 4 <16,9441q < 4 < 4 ^� Fr _ ., ;, i .may < d R14 4 c e 8a0 4 _ <3 <1 .:(3 - 4 4 4 4 4 < q f i 4 rn 4 a C 198.9x\ 4 < < < . . �► a 4 < 1 4 < 4 4 4 4 4 4 < < 4 ...1 .1< 4 4 < < ° q < 4 4 4 mil 4► il < ° < 44 4 4 ° < < < < < 4 q ° < < ° rn ° < < < ° < 4qa1A471 q < 11;"..r4 < 4 ° 'I 1-c' .i �+- 4 4 198 A el --el- <1 < f . 4 < < 198 < 4 4 ° ° ° < < ] `� 1461 �, 4 4 - 4 _ < - A A n « ^ 4 4 < . 4 n « 4 < ° < C - � � :' < < 4 < 0192.55 1gti ,� a 0 v • 4 B 198.5 a C 198„3-1-1 j 4 �� 4 v ' B 198A8, l B 197.46 4 J _ 4 �, / C _-'�- cP o C 198 0 �g� d9 q A a L1448-/ o C 194,166 19414a 4 4 a 401._ ° y d C 197.17 C 197.16 ! 4 B B�y95.8r2� / A / `9 / / 9> 6/ rnv / cn , ct „ ca ,. i C C 12 C 95.50 -� _ v. .` 4 �� -- '�_ ' / / ....._ ____ _____ / ,, v I. , , /, , (i9 9 °' _ ------ z Et" ,„)_-- ...,.... _, 1 f0, , 0,Z ____ ______, , / W ,..-- ir -----. / ?;„_, , , E , LIDA FACILITY R14, M6 W, SCALE: 1" = 10' TYP. II Ce Z 197.21 © < z 197.36 © B 197.70 197.0` 196.64-\ \gn 193 7 B 197.57a _ 191.0 198 q V v - < - q <I v - < <1 V V .48 x192.20 W LIDA CONSTRUCTION NOTES B 197.86 r _ � �4 ' < ' ° ° < ° < ° < a < 4 ° 4 ° 4 © < ° 4 4td DA,° Tali°Ia © a ° ° < ° q ° q ° d ° a / � � Z B 196. 19�- I OVERFLOW R I SER. SEE STORM DRAIN PLANS -79' ] < < < ° < ° < a < q 4 a 4 < 4 q 4 < A 'R 401 ° 4 ° < 4 < ° < q < < < < < < B 195.25 13 81- LIDA R 12 B 92.70 ] 4 4 4 q q < 4 ° 4 4 4 4 © ° < < < 04044 < < gq 5193.81 O 4 4 4 < A;�,93 1. .:: D 1.92 53 ❑ <I < 4 4 -, A4 � 4 . <l 4 < . < < „ < „ < .1 <1 4 4 < 4 „ 4 „ 4 B196.63 2O CURB OPENING. SEE CWS DETAIL 401, ON SHEET � C 195.13 . ::. .. . .. .... ... ..:... . . ..::. .;:,. LY_ co B 197.86 . . L.. 194- 194 C 197.29 - B195.25 196 C 193.75 81929 B- �-r7i B 191.50 ,b6 0190.50 �" O M 1 N 1 MUM 411L IDA WALL EXPOSURE WHERE LIDA 192- -192 J LL 0 MEETS SIDEWALK. 194 _� J F-- 192 f 1 •190 /1�� 188 O 0 •186 0Lu W ABBREV i AT I ONS --� �1 -� .� F- F LL o u) _1A WATER QUALITY MIX ELEVATION. B TOP OF LIDA WALL. LIDA FACILITY R11 LIDA FACILITY R12 TITLE C F I N I SHED GRADE OUTS i DE OF LIDA WALL. N D TOP OF LIDA CHECK DAM. 'SCALE: 1" = 10' TYP. SCALE: 1" = 10' TYP. # DATE DESCRIPTION cv XX ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE 1 f !' _I 18+001 / ,I / --' z TOP OF PAVEMENT GRADES. f / / / ;/S d - -- i 164.35 �_ 0Sd _ asp f 164.83 I o __ 178 .-)/ / N f 13.59 14; •7 © © 177 175.77 / j 174.91 173.04 171.72 Q I / 1/ q / /15) B 1j65.09 -d 477,...4.., __ O O < V 1� V� <� < V �7�.91�f a V 4 V �7 .�4V 6 a ° ° / REVISIONS 4ggQ . qB 7.64 q a aq < q �q q < A q a U 10' 0' 10' 20' ` 4 < 4 ° < ' < .p < < 1� q < "bX7 '741 < < < �CD IMMIIMMilil l p � � 4 a S � q� 4 4 4 ° 4 4 <,11'K'34-‘<1 � ° X44 < aa < a � B172.186/ � ,� ! ' ,E` ��� • ° < < < ° < a ° < . 4 dpi 5$ r 4 < �] 01 < 4 A I/4a4 < < < , zasil 4 1 `d ' , < 1� SCALE IN FEET A < 4q < . 4 <�1g64�a < q4q < q . q �i� 4444 < 4q4 4040 < 4 < riDA q44, 44 < 4 < 4 < SLHKDC sio 4q444 < < < < q < < c4 4 < ° < q q < 4 < � < 4 q C! ° / DRAWN BY CHECKED BY < 4 < 4 < 4 4 < ° B 17 .18 09 4 < <: q <� 4 4 a _ Q _l C 1 2.18 ,rc) PFI SUBMITTAL 8 }84 C 163.59 � 4 4 ° < � © < 4 B 177.63 �r7fi1�_fs � STATUS 89 w B •,.- l < < j. Ii' 1 ��} < <1C 176.75 . 0 174.45 B 173.51 �� o2t22o18 < "Y�j� � � B 17fi.26 ��? 4 LEGEND }s2 C 163.19 , < < < < < 4 4 A .\-i6 C 173.31DATE L.i1� 4 . 444 ° 4 174` • ,, < 4 • • 17052 EXISTING 2' CONTOUR -372- 4 I ----------7-/76--_,_________c9 c PROJECT NUMBER EXISTING 10' CONTOUR - - - -370- - - - B 163.30 0 0 C) / PROPOSED 2' CONTOUR 372 80 p p • `, `178` ' N PROPOSED I a' CONTOUR 370 C4 . 22 LIDA FACILITY W8 LIDA FACILITY W9 Q PROPOSED RETA 1 N I NG WALL ©2018 OTAK, INC. SCALE: 1' = 10' TYP. SCALE: r = 10' TYP. o If this drawing isnot 22"x 34 it has beer 0. reduced/enlarged.Scale accordingly. / ` . p B 212.57 / Oták XREF LIST C 212. / Ltscole: 30V f r� _232 ,''50 '- -7--- . a - �� B 212.57 Resolved LEGEND7:>., ,, 0 4 ___„„••••••••----.44.2L P1 7052X23( / -� ~- 4 EXISTING 2' CONTOUR -- -37z- �� 7:-'''-:-."' a �� 4 - 4 - ` • 1 Otak, Inc. 48 UNIT56 UNIT EXISTING 10' CONTOUR - - - -370- - - - ill �� �_ 4 -g'4 4 4 4 4 ' 212 07 808 SW Third Avenue, Ste. 300 Si 7052819C 'Q 4, 4 Portland, OR 97204 PROPOSED 2' CONTOUR 372 ./ $ ° 4 4 503. 287. 6825 P17052X60C' 10 0' 10' 20' p T� i 4 P17052X431 PROPOSED 10' CONTOUR 370 -■ moIf ' /4 4 *-- 4 4 d </VI A 4 4 4 www.otak.com P 17052X0011 g 4 IMO41. p © 4 4 4 4 �'�! / ' , PROPOSED RETAINING WALL SCALE IN FEET • /' o a 4 4 4 q , ' QED PRac 4 4 ®4 � 4 4 • ���G}NE.$.434•1, 4 ., / ► a .1 <I <1 < 91573PE r ABBREVIATIONS / Er2g ,, a , 454 4 4 4 © PRELIMINARY 728 / / C .•. ,1 4k176 4 4 REGON ` 1 SFA o'`�LIDA CONSTRUCTION NOTES , �, , 4 �/ � r 1 s, z A WATER QUALITY MIX ELEVATION. - _� / . 4 4 , IQ OVERFLOW R I SER. SEE STORM DRAIN PLANS B TOP OF L 1 DA WALL. f 4 4 p �r 2�6 q 4 a��� 211.55 I p CH X40 C FINISHED GRADE OUTSIDE OF LIDA WALL. si 4 O2 CURB OPENING. SEE CWS DETAIL 401, ON SHEET 0 TOP OF LIDA CHECK DAM. a a 4 d 4 4 � f- -I EXPIRES: 12/31/2019 I_ 05.13 �- 4 4 © 211.4 6koa STAMP ALL SPOT ELEVATIONS WITHOUT ABBREVIATIONS ARE 4 4 4 4 - 3 MINIMUM 4" LIDA WALL EXPOSURE WHERE LIDA TOP OF PAVEMENT GRADES. / / l a 4 a 4 a 4 f \ ----------- MEETS SIDEWALK. _1---,4 n--Lr-Lrv- v -/ Zee / 4, 4 4 - 4 - ' s i� 4 4 4 g q - / , / DBG PROPERTIES LLC 4 r - /� 44 444 / - ' / i \ �~ `f ____- X444444_.---- ----- A . 4 4 4 IT 0 4 / ' ' '� ! 4 4 4444 ' a� 4 a a a - 4 ..-•--------. '`I CONSULTANT -� 44444 �� et) A cJ �' - 4 Q 4 4 /22 _ 4 O + �- --- 2 -14 <1,:</<-447 (34 4 4 220 a 4� ------------ ` X B-2 9=-1 X /��[ X C 210.66 \ ie.--' 10.52 / ' 4 Xp 208.66 _ C 29 , v II C 210.9• i� �. C 20:.ipic%" . 4-�� <i v � " 4 " q " q " q � 4 q � 4a44a4444444v - v - v - v - 4 4 si �B210.96 4 4 4 4 4 4 4 4 4 4 4i(1 gag4 � I 4 444 g 4 � 4 � g qqdd $� 4444444444g4 dj 44 4 4 444 �19 4 4A-<<IADIA < 4 4 - 4 40 +' 4 g 4 9] 444 - 4 - 4 - q{�4 4 4 4 4 4a � 4 - 4 - 444 © 4 - 4 -8210.96 . 2V8 � p 4 4 4 4 4 4 4 �, 4 n n n - n :1210.<141_; 210.46 �� A - 4e, 4 � q � a �1 "10 cI <1 4 <l 4 4 4 4 4 _..4 , .r. �_ -� 1- Q B 209.72 • 209.09 209.22 210.33 r� 0 ^ry �- C 208.66 208.16 ----I. �- f` � ry ' A1C �` 0 co © 0 A -- -" , -o\ /...-- _ -2\6- U N LIDA FACILITY R15, R16 N CKZ W T- T- 2 1 / 5' ... 4 II z Ce Q / B 2 .19/ ti�z V '� B212.1 + 0 X19 Uo �� a L.� Z�ti / q • _ a a.��`V / do/ / h B 201.03 / r 1l / ° i a A• 2N8� B 01.03 8 193.41 �� 193.41 6 W v / V / / 4 aaaa / / N 200.53 A , 201.03 V / C 193.41IICIC Z b,_11L1 7 7 / M ..� • a a a a 211.6• • ti,8/ - r J" 192.91 - 4 - O • 4 ❑ n a a a a - e4 :( •< 4 q 4 N I, ►, C cc2u) Q c ______.....-----2.6, aoaaa ,�� 208.64 I - / 4 44a aQ: r ti / B 208.64 1C 208.• � 1� O ,0 4 4 < W IJP <, f < < „ 1c„,/ Cl,i. V . _. . ._ Q 4 . a D a a • �\ 208.3 D I4 4 11:1A, o°/ 1 44 f r 4 A421 11 ~ J �g / � A PT: 9+46.1 r, J /1, 00 < AI< ‹q q ` 4 4<, 4 4 Unil O 2 4 �� 4 - . , _. .LZ a a as • 12 �� .7 a ti - 199.23 B 199.7 4 4 4 4 a I ❑ a / F" 4 O a • / ,��e raga B 199.72 c 199. ©• 4 4 <44 V ,,/ / 4 4 U co J . z a AJ" / B212.43 / _, ` 4 4 4 q 4 : 4 4 AAA 212.2' n 4 4 / n 0Q P)<1 ,/ / A . a a / . • oaaa 8276 I 4 4 :� a ' a , TITLE B 207. B 07 24 0 192.28 # DATE DESCRIPTION N A a a a a 44 - a < `. , 191.78 / BC 192.28 4 a A r 706.59 4 4 C'07.26 ' B 192.28 J xx - � 8212.50 6ti ��.,-- A"/I. 212.00 / 4 - 44E4 . A�r k. • re 4 �2b44)• /111.11111.11. �► , A\•�.. A . C) 0 / 0 gg4q4 Q� // ,//// �� / • A XA A A4 4 ' / _ aaaa A 0 4‘Ili) ' 4 © / o B 212.5 ' a ° - aaaa • �'�� 205.63 4 �, 4 , ,�°' 1414 2A -� iB f / + a • /C 20:.13 c.4 f B 197.38 c-Nin . a ,a . i / B 206.1300i N�/ /� 4 •/ r AAAA / 2 CNP . aaaa - ././. J / / / Zph B 197.39 B 191.39 I o / a a a a a / / I 7 196.89 d o� C 197.3 ,tB 191.39 REVISIONS n A 7 / / _ aaaa • / ] a 4 C191.39 . aaaa •• � `��� / 190.89 . 4V4V / / AL 0 n . aaaa • i I4 • a a a / 4 - 4 - �L MIA02<2< CV / SLH KDC a / / 4 q / DRAWN BY CHECKED BY o f A AAAA ' `1, 4 ti ry� 1� AAAAA ' (1' f ' ;" ' 4 196.26 N - 4 1 9�a �� $ PFI SUBMITTAL § - AAAA r / ,/ 0 f+ 4 , 4 ,w/C 196.26 -- 4 - < 4 9 0 STATUS AAAA A 195.77 . a a a / B 198.26 �- 0 4 - 4 4 4` 0 DATE 2018 a` B 212.93 a �'. / d 4 ��1`4 4 . aaa �� E a s A a . /// + 0 Nc3C° 4 4 <_ 17052 i a ad, t 190.47 �✓4 PROJECT NUMBER �' / ��.co,/ I / � �►--81 .96 �* / B 212.93 C 70.96 ' 212.43 / c'."....** --"'". /- 4 S 190.96 N cA // r. O C4 • 23 ;5_ LIDA FACILITY R17 LIDA FACILITY R18 LIDA FACILITY R19, R20 LIDA FACILITY R21 , R22 ©2018 OTAK, INC. IA o SCALE: 1" = 10' TYP. SCALE: 1" = 10' TYP. SCALE: 1" = 10' TYP. SCALE: 1" = 10' TYP. If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. Otak • LOCATE FRAME /'f. ''• ..../.01 °I...44 .1..A d, � MD COVER OVER1E00E OF AT opilliaiiN -- IIMHOLE STEPS ME :,. �. LEAST ir IN k Otak, Inc, �t'.: 5'M.SEMEN � ORA q No. lip NOTES I 808 SW Third Avenue, Ste. 300 •':?•:-.A:',...::-. " +iALL PRE-CAST MANHOLE SECTIONS SHALL Portland, OR 97204 JOINT PETAL hf\-# ), ..� ? CONFORM TO THE REQUIREMENTS OF ASTM503. 287. 6825 1NL VARY BY 's' •MANUFACTURER �,•*•": •'. •:'-0-- MP MINIMUM ---• ..• C-478 AND APPLICABLE PROVISIONS OFF -"' , STANDARD DRAWING NO. 010. ♦, A _P 1-1 47www.otak.corr • • : �<: l �%%p PROf��s ;:t.,.,..:, �. .rte a' - . r . ' • ' '' STANDARD FRAME AND COVER OR ' :`: SMOOTH FINISH CHANNEL TO ENCAPSULATED Amp •°' MINIM .• JI\♦ _ , MATERIALS: V'`4�G 1 N EFiQ /may eErw< ♦ MAXIMUM • 27' FROM wMERTIO T RUNE AND MOYEREEE J 91573PE l TOP OF FIRST STEP STD. MARINO NO. 110, 120, OR 130 , '` PPE �".-"'3/4 v17RTICAI.tEIfIfT OF pm. Rue13ER u Il ' PRELIMINARY TO IOP OF CASINO- I,D, , PLASM T FRAME NI NON-SMiNf Q• ' r Y GROUT `1• 10-3/4' MUST CONFORM WITH ASTM OREGON GROUT ' •• '.: ' ' "• '�' ,, 12' C-478. STEEL REINFORCING di ^cb "••�T V FL AND •'d BAR MEETINGREQUIREMENTS 1/2" GRSDEF60. �1 �Ar 1 3, Z N�<i. ' \.. , I t ,. MN 12' SFELF IN FELD PVCASTM A-6i 5 ENCAPSULATED 0 C K‘L 1. ALL PRE-CAST MANHOLE SECTIONS SHAH CONFORM 70 - GRADE RNGS 12'.4.OR ' CHANNEL AND MN THE REQUIREMENTS OF ASTM C-478. ---MAXSK1Mi ts"`SET N _ !IPP.• ` C _ NON-SHI NNlt GROUT t . ••s• •- ••••*'-�••= �-_ • •s' ` •. ' 13" SHE�f N FIELD , ., WITH INJECTION MOLDED 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE r.s-t.s�s -s s ss.# t i r s r --4.-.A ♦ �_ •+ .. .+ r.. �.+« *..h. r r:*r.. .. '� 1'/IR SLOPE ` !'' COPOLYMER POLYPROPYLENE MANHOLE BASE. :''-*-'- -'0444-•?`-"'- "' -1'= •.,":",;f1,4..*_; SANDED BEM ` .. COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. -I EXPIRES: 12/31/2019 I 3. ALL JOINTS AND RUBBER GASKETS SHAD. CONFORM TO STANDARD ECCENTRIC 12'WORM or fr.. FMTI110 . / STAMP THE REQUIREMENTS OF ASTM C-443. • CONE COMPACT@ BASE MATERIAL �? .4'1. : ..-. PPE f 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE ' -.' ' • LD. 4 : '/r GRADE •a `, •, ' WATERTIGHT, u•. MANHOLE SECTION -�`- , • '-} 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A ,M.MNMJM �., :: •��{YARIANE 1'-4) s i 4if ', a ` MANHOLE AND CHANNEL DETAIL ". �_ PVC SANDED BELL • • - . _ DBG PROPERTIES 6. PIPE CONNECTIONS OF' FOUR OR MORE MAINUNES SHALL : '. W ;-; y� ........';..r_ '' d'r! :, ,d• �' .' • LLC REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL ;� MANHOLE STEPS SEE •' N ,. - •' . ''' 1. • NOTES: SID COMM 100-" , '~5' � • °' ' • 1. ALL STEPS SHALL CONFORM TO 7. PROVIDE A MINIMUM OF 8" OF INTACT(UNDISTURBED) '' ' MOON FTNI"JMt CHANNEL e • MN. • ' :"'�S'3/4r""� THE REQUIREMENTS OF ASTM MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED L:,t'' chi t, ys tiftr s is+.s1- • •s•zs s r s-st.t- • `f . i ON THE INSIDE FACE OF THE MANHOLE. ___� SEE OETAL'A' 110 3f4 MICA/HEIGHT ..t�R r r•. .rR r�T .,• - r R,r r s s. y•` �': C-478. • OF PPE. XOR-N-BAN D �+foss a s_,r-*..r s 3� s a,�.*-r;r�s r a s r r .4.,., • 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND 4 PPE !' INTERNAL its••e.r s r..'" .s s «s s:�t s r' +'• 4 2. MANHOLE STEPS MUST BE 4' MAXIMUM CLEAR OF PIPE WALL •• ..'1'.:. : 1.' -..,..,-.414-4,,, \-4:-..:4,,...A.:.....A,„..,.: s..vayt. i- e•.. fl'YNYUM OtiER.AP STEEL =' - • . TIGHT AND FIRMLY EMBEDDED. 9. THIS DETAIL UNITED TO MAXIMUM INTERIOR DROP OF 12' r'•,a.•.s '; ::' .%..,;!-:',.... " FLASH CNAMEi.TO °` ` • .�$. ALL STEPS WITHIN A MANHOLE FOR SANITARY CONNECTION AND 48" FOR STORM 4,. `F • :". .. '', z i:•... ., �.::.• .. 3 4 VERIIC.I4L HEIGHT OF • ,••' SHALL BE OF THE SAME CONNECTION. ,: CONSTRUCT ••. •r: r` l , .. k • CHANNEL.AND CHANNEL AND Ill •• '''• . .:;•''r..:. ; ''•:• ' MN 12' SlDF N FED INTERCEPT I _ 7":77,74r--•r• :•' .. . DESIGN, TYPE, AND SIZE. CONSULTANT 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND ''• ..'t 12'SHOP N FIELD ' •• , +' _ �I •.•''•''1.' • 12' (MIXING OF UNMATCHED STEPS COVER SHALL BE USED IN ALL EASEMENT AND OFF r.•-► s`MNMJW CCSPIPE _ � STREET AREAS. SEE STD DRAWING 130. A, • +`ti 2'MNIMLNi OF ° • IS NOT PERMITTED). t-a-7.,-;,1,0-1/,..•Mw�s s-.a-10 -s.tir ar.s+;t sx.-s-s•s ss., s r:cx COMPACTED BASE ROCK ' • • '• - Z :ar r, r+.-Sar s.r..-s-..s...r,I _s.s t.�.ts-.i sirs+-1v.s s s e a FLUME 11. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE .a....•t,. r s e,�.-r r ...r-s r.-.s s s•;;E s• a .lt-e s•-s - -- 4. STEPS ADJUSTED OR ADDED REQUIREMENTS OF ASTM C-443. PIPE �J i:r ta.*►R.err a..r r._�e.;s rslNi 1 -'4 s,> a s_+-'s:r �' a• �4,'�'I�IIIIII�II , SHALL BE EPDXIED IN HOLES I.D. / ••,• r F•Ft,f`•• r::1."..-'t i'i'► �...hI-i•��.•RUM• . � ♦ v �4.:4,-.A.,..,:..-,i,..:- ..1..e,-ry..r ar i- - - �' THAT ARE FREE OF MOISTURE ` '« , ; AND DEBRIS. (EPDXY TO MEET h �• 1 .+QMH.•- L y 12' OF ir-O' ', .. COMPACTED BASE ROCK --.- V------ ASTM C881). GROUT (...• 1144 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ' "' ' i SMOOTH FROM ASTM 0-478 AND APPUCABLE PROVISIONS OF STANDARD MANHOLE. -�R-N-,SEAL BOOT •k .-r R. s-r .a,_..�r.'s-•.• ,:ar_r r-+t; DRAWING N0. 010. 3-3f�N'FOR PLASTIC r it• .r r..a.y,/...i..+.ws s i r »'r t.s a 3L4 VERTICAi. SAFETY t2" MINIMUM C 'O• 'pM' •a te!3J- 4,114;i`i.'s-i;`•}'��.:---.e,•..:'s_.; CF 2.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH s� BASE MATERIAL .„-._-.2.-- PPE OF' 3000 PSI AND A SLUMP OF 2" TO 4". STANDARD MANHOLE MANHOLE BASE MANHOLE CONNECTIONS M A\ - OLE ST=S CleanV r Seances C eanVV�bcr S Kvices CleanV'U er S�ezvYces CleanWaber Servu;es DRAWING NO, 010 REVISED 12-16 DRAWING NO. 020 REVISED 11-16 DRAWING NO. 030 REVISED 12-16 DRAWING NO. 100 REVISED 12-16 CO rr^^ I VJ ncl PNS PROPERTY '• AL STORM MD LATERALS ,, N CLASS #B" CLASS "A" Z < TRIM TOP FACE OF CL AS FOLLOOK EASELEIIT SURFACE RESTORATION NDA •STORM ORAN LATERALS 'D" 0 AS SPECIFIED LLI 1- 1" FLAT FACE LETTERING *SANITARY SEWER LATERALS "S" j: , MOUND EXCESS NATIVE MATERIAL {I) W PIIS CAST CONIf.AI. (QED FLUSH) 2 LETTERS SHALL HAVE MAX. MD1Ni SEE STD OVER TRENCH TO ALLOW FOR COMER QTY r DRAWING 600 J MOLES ?)SANITARY X AND A MAX NE]q#T OF 4 T CUT ASPHALT SETTLEMENT Q O w (:: FACE Cr CIIiB.BE CENITQiED ON TOP "11111DETAIL_ ��IC F'_ ��:11,��"��,��.:'�. AGAINST PLUG w/ CURB STAMP DETAIL a .a e a I_ - IIS.,.-8 1 1 l i =1 = I I I W • O 1 1 PICKFIOLE 11•` '1 F SECURE 2X4 N PLACE a (�I Jet(,;: `_ =T i I-I�� ro �'1.v► o ♦i. O A,, / BACKRLL 10 PREVENT III=1 I-1 I I. =`II1=1 • • ° " gI-� ' Llr.!1.+. 1%. L PLUG eLoW? Wil- =I lllj - G2' NATIVE TOP SOIL �-' 1 }� / I C=I IF TOP SOIL EXI57ED1 1/2"PIIXO= • O O A` � 0 � ' -��� . • �NATHIDMPAC . : /OX C PAs;TtoN - PRIOR TO EXCAVATION. Z ��,�� X95 �,,�f� zi I I-II 11 � � k � O _ �''" , - ,''`�l' 7;1 H PROPERTY LNE OR i i SURFACE • / • / / r� �. W 40*... +,,�`�� OFT HEIGHT: TOTAL UTNJTY EASEIENIT I I' n: /ERIAL 41-1 7 / r 'I UNDISTURBED �.J j f 12' 2X4 LENGTH OF 2X4 ` e . EARTH W = y 14.: T♦ d f. ,.j f 0 ! O x STORM 1 LOTS AS SHOWN ON ,,�./ UNDISTURBED ••90X COMPACTION . MA /094a�,*-A ... ci. , SANITARY + LOT3 ..r,APPROVED SET OF EARTH r • BELOW 36"OF . i' >� ONN /N$''0'"g�� (16) 3�4" ® _ SEWER PLANS MARKINGS TO 2X4 �,," a SURFACE / ILy. COVER TOP AS SFIOM►�1 MAN PLAN FACE STREET �" q � ���,r / Q Z Z - COLOR•'F-{GREEN-SANS ARM} CEEi2::::: DEPTH // 7:-.7"/ ' �/f) 0 I-- COVER TOP COVER BACKGROUND - (WHITE-STORM) PARIESd 3/4' R USHED / z Q I84-3/4Di W C 4. F F rt ' . iimir s NOTES MIN 4 / • Ico- en .., ,„ �� l� } 36" e _ / LL. r • I 1. FOR NEW CONSTRUCTION AU. SIDE SEWER t . ° ae ° O AND SIDE STORM PIPELINE CONNECTIONS GROUND .rte 4 • a° C TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNETIC" > ROCK PIPE ZONE ° 4 1/2 PIPE W I� O 1 FACTORY FABRICATED "TEE" FITTINGS TAPEi O.D. PLUS 6" # I UNLESS OTHERWISE APPROVED. r ' ° , a d t� 0 I r 2.PIPE MATERIAL SHALL BE ONE OF THE .." x e a ° fr,/, . rr 24 3/4 DIA. FOLLOWING '11-I1=I .: < , - - ` . •. -. A. PVC ASTM-03034, ASTM-C900 -4J- 6 i II • • .,� #�#,.,,+# f�I U 3• 7' B. DUCTILE IRON CLASS-50 II- •=.•-:•'-•'-:•=!1r. .r-..c-..�.r-.._r�� II r 7/IS' LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING Ili�l r.:#,:#'#:#`1'#' ����#�# �:H ! i �' 1/4 (STORM ONLY) THE FOLLOWING: �( c� 3/4'-0 f�4,!#�#.#• •s.� � •••.;#�# #�-! �!1/ �� C. A-2000 PVC ASTM 949 FOR SANITARY: 'CAUTION SEWER BURIED BELOW.' �. PIPE BEDDING i ) •r.-...=.. :-.• ..=.s..:. ..r-..s..:..=,.=...�_... " �`.II 1E1 I TITLE / '' -�/� D. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW," 1-71 i. =i=i•i f1� 1^i�i efi 1101 �I �[�I i I / L-.� ""' U E. CPP MEETING AASFfTO M252 [ .i /47 • • . - • . -�r�' # DATE DESCRIPTION ��` PLACE 18' ABOVE TOP OF PIPE AND AGAINST 2X4. .._.•=.•=-•--..r.•=- .r-«=..=..r«r.sr-.z._`.r_.._ I 6 ! V. / 2 �/B' a'�' IC rl(1��rr�-i I l-17-1=A i -I 1---' =ii�� TRENCH STABIUZATION: 1= '=1 --II iC ......0=0.1=1=1....,1-1.0=10...- ' cca 24-1/2" IF REQUIRED, TRENCH STABIUZATICIN Z ( 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18' 3I' SHALL BE SPEGFlED SEPARATELY O 7 1/2'S0. #'#_'+MAY iti ) APPLUG 1/2 PIPE O.D, PLUS 6" MIN. FOR PIPE 18' AND LARGER AND PLACED PRIOR TO PLACEMENT �, SECTION VIEW : - - ._"..." --,;;-1.7114••__ � OF BEDDING MATERIAL 22 1/2" DIA. 1 f I i.. 1 =.y. y .'#ice „ i uiv... .�-► #-��f ijr�r o ��� • .j jr'.' ''i" '"' ''"'""` e'z. 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. SECTION VIEW #�� ���#�#:#''-•_ 2.THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO ✓ 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. .r-: NOiE " • 1. BAFFLE WALL SHALL HAVE BAR AT 12.SPACING EACH WAY. Otak 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE WALL SHALL BE WATERTIGHT. NOTES: 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL 4 FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE I5 M98LE FROM THE TOP; CLAW-DOWN • ......ige ... ..-44 LI, A 1. All STEPS SHALL CONFORM TO THE SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. 3/4 SQUARE REQUIREMENTS OF ASTM C-478. 3- MULTI-oRIFlCE ELBOWS SHALL BE PRE-INSTALLED TO INSURE LADDER CLEARANCE. A A B B a0 6. RESIRICIOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT.OPENING IS 1a BE CUT ROUND AND SMOOTWittil 2. MANHOLE STEPS MUST 8E TIGHT AND NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE ORFICE PLATE AND CONCRETE BAFFLE Ta PROMDE A _ i '? FIRMLY EMBEDDED. WATERTIGHT SEAL d O D M 3. ALL STEPS WITHIN A MANHOLE SHALL 7, SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275, I BE OF THE SAME DESIGN, TYPE. AND DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITH ASTM A 48. CLASS 308. LIFT HANDLE MAY BE SOLID STANDARD CAST IRON CONCRETE COLLAR 0❑0 Otak Inc, SIZE. (MIXING OF UNMATCHED STEPS ROD OR HOLLOW TUBING MTH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN FRAME AND COVER a❑p ❑ n 1 RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF UD AND BODY SHALL BE MACHINED FOR DRAWING NO. 510 STANDARD MANHOLE L �-• 808 SW Third Ste. 30C IS NOT PERMITTED). PROPER FlT.FLANGE MOUNTING BOLTS SHALL BE».."DIAMETER STAINLESS STEEL �"� �r•rrAvenue, 1-1/4" GRADE RINGMM. �- 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT.STOP TAB ,� /t/ m OR SOME OTHER DEVISE. (NON-TRAFFIC APPUCATIONS) Portland, OR 97204 -� �� r-1-1/6" 9. ALTERNATE SHEAR GATES DEIGNS ARE ACCEPTABLE,IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE CIO. e ❑ 287. 6825 k 1 r BOLT PATTERN MATCHES. A114 !]❑D❑ �o,: .�-• . • ,"_ 5-3/4=•,, 1O.MANHOLE CERTIFICATION REQUITED FOR TRAFFIC LOADING. 3 f4" _-4;L k. • Q O© WWw otak.coi J ►. ./'.LD .. 0 MAMA=LC=NOM tBBI .. - 4" MIN. 1 i r..' MICEODE F DIA.Nall FOR i • SCREW ! ....// ) •'4.•`,•;Q.'4 o o NM=Ent. "� LJlT �1 , FINISH GRADE �� 11. =i j;w .r- �rl�, 1. I. I r `) t7PANBaN Bats A77%117�1 T-••'� ( ) ��i-`i ••.• R `,Q ���P I. ASPHALT, CONCTRETE OR OTHER �• ... A .._,.-rt, •••• ���I '4 WOVE 1 4• 1t•EiBMJ>>1M1iT • i pi.v4. •.•. .il. ` 10_3/4. "'T d . v BTAM� * �J 0 ��� 11. ..II�I...VW'.I.+ ":11P. ' r,lj_ (' WATERTIGHT PIPE PLUG -..�� 'ro•-■,. („G,` N tv0 ;a Ron a WOOD ` �,•� 1 11 11, 11=•-•- :.-_._, n"- i .� -.` � WITH STOPS pR w �,Q lit.•' STEEL ME LUT iIAiMtit DETAIL NWT BME WOOS.ClOEIO P .,. _ •-r 12" r► • • '•- �`� -•~a w' CAP AS APPROVED ED c►•+,.. ► o � 01� � Cr ODE DETAIL 1.:=11=110,0 1 :.:-..II_II,I[. WATERTIGHT THREADED /r i 91573PE ;E _ .._ .._..._L A l �i' •,� 'Al�!J VANUFACfU DRY t�NNEDY VALVE iS EDLIAL =11�I1 % *".4 117411 LOCAL JURISDICTION. 0 5 : • :a '.•• 12" =ROC= IPLAIE. P IFICE >r M , "n=11=.. ,.< _. „ "�, L_I I PRELIMINARY f-u• ,..,,111.74,2.,_-• 'R`I„e :f`i`- OREGON i•i.••d' dIMICi TON aRt110E P0�1t �, PROVIDE 3 4"-0 FOR �� mu osi 2" IN. CLEARANCE n. -='.�.< .-".r.'G11 /UM OF " SECTION BSB �� Nr0 •4•* ''.S1.',( 11 MO IMER k / - i co ILCI�-•-•r-�- i0.w !;��:�[ AROUNDCLEANOUTr �� AT 1 3 �'� �Q- COPOLYMER POLYPROPYLENE PLASTIC 4- • ' - • - Pernod HOOD such FFA SPIONFWs NO OVER P r y 6* 1.._ F 0 / 'A ; (111111111111 •1 HAAT UMW RAM IliEI TAy MANN=RIM Or WOO `ie � IS mei r BELOW 1tE MIN. �� G t�,`• OMAN , 1/2" GRADE 60 REINFORCEMENT //// a • Q CM=B ROOM MU 0 '�_ WAIN WE SIM DEM ROVIDE 1/2"GAP (MAX. ���""��`- ;� r!+«-_a: 1>!" I .b•. •' 11�' * +`�'i L- J EXPIRES: 12/31/2019 ea SNOUT WY Sr!K BETWEEN CLEANOUT PIPE ,.«•. �; *:. ... - USE FCW ROTH MICE AND GROUT COLLAR. " atE�cE B -� (•-•-___4101ek"' :•' 11 •:•`• `•':' SECTION A-A - «-•' fd_..- STAMP .+ 13 CC C AND E > . +- -. : -;11.:7411'MCA :« ♦ • 1. - J IT 1lAT NEW RE NECESSARY TO U Off 00,01414k '''F"�rl 11=11=11-,--%,�I1 . ...,., .tPLASTIC SAFETY STEP MITT pMl�TD VET -�- # / WORM _ q� :r -a. 3 3 8 FOR v 4 n-•HIE' ' ' * tan --1 �' �_t�ti L =1I-11 : • •: ..."451449 1=7f,- \7 f I I 1 ' "1 f� 8"- 8-5/8" ;6:r,: •,: FLAN asw►t+olL MICE o 0+' ..., _, STEP - 1= :11#110,11=15-41i� � r -z+-+ :. . 'iIC� / ,.: _ .-..-..sem.." • . SNOUT DETAIL B ._._. =.:. - D E to P R O P S RT I E S -►--- ML1CB n-ir-n=u-n=n=n-n=,�►..-._. ._.._.._ : nen i , •. d .A�+.I� :111#1 11 111-ng11#n-1 ��.z... .�.�..�.-_.. _11�. -r i'4.••d -. ',p =s��i�i�i�G�L-�.�a•.��f„wr��L��` �'•I�f"!'"�� STRUCTURE LOCATION ..;tr,ESOP SAM c stn ...- 11:-11- NorEs -�-� FLOW CONTROL NCRTH SouTtl WALL T "� ..- IDE oErAE. # =•mss=•=•=•= =•=s-s=s=•;:mss= =sus�,'- / " :"�(C 4" _.r`.3I �,e_.;.r`+1=., � a�,r •q=E 3"- - 1. Y ALLEN HEAD BOLTS y DETENTION p OE7ENNTIQN � „„„.1-1f 1" LONG RECESSED, /6 3/4" GALVANIZED BAR :* �. STRUCTURE TABLE P a1E �a 1111. 2, ALL PERMANENT CLEANOUTS a • , . 1 t/T NAiOLL •` TO HAVE BOLT DOWN COVERS. °• MATERIALS: //f,/ a 'I 1 Diameter Of Manhole (In.) �� �� ` �, ': : s !�.: 1_11 "1 :Q,' , 4 60 6p 60" R�r+" s11tlCII OND 4 3. MATERIAL SHALLBE GRAY :1*.-v•_�•-j • 1 F.L. (In) 179,81 179.72 157.0 • SOWIS -_ �' • • • + 04.4.f: CAST-IRON, ASTM A-48, ;,i4, ,4'. F.L. (Out) 179.81 179.72 157.0 WM. ',',- •-•-.• =,,•. • •-:•--,• "- Ifrej GLASS 30. GALVANIZED: • . +R\ _.0t.Wf�!a/4ZIV -•*- .. •' .••'0 •.:. ` -a..• • :a'`t f:4' `1•; #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. '•4,"Q :-••' Outlet Pipe Diameter (In.) 12" 12" 12" • REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. A 4, 1! d;o Number Of Orifice 1 1 ' -""J �` 41/41 CONSULTANT GALVANIZED CONFORMING WITH ASTM A-123. Orifice A Elevation 177.81 177.72 155.0 ,,� CONCRETE ENCASED PLASTIC: 4 �; :. Diameter Of Orifice A (In.) 1.6 2.3 1.8" CI E �`r 1 ` 3/4•-0 BOTTOM TI WYE , - - - ". �TABLE MD 4 W� EIS FOR PLASTIC PIPE 3/4"-0 �i l/f/Ell/l/Ell///l� MUST CONFORM WITH ASTM C-479. 0:' �*►' Orifice B Elevation . + STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. y=; Diameter Of Orifice B (In.) - _ - MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED ..0---‘ ,--.- Orifice C Elevation - - - '' a • • NMDETAILWITH INJECTION MOLDED COPOLYMER POLYPROPYLENE " Diameter Of Orifice C (In) - - - ` �'"� ' • , . 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45• BEND IF CONCRETE PIPE. WITH SERRATED SURFACES. Overflow Elevation 183.60 158.20 161.5 ISOMETRItTAWAY 2. STAND PIPE TO BE SAME SIZE AS MAINUNE UP TO AND INCLUDING 8" PIPE. 4 FOR GALVANIZED STEP NTE MAINUNE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. Rim Elevation 188.60 187.81 165.49 MANHOLE STEP FLOW CONTROL STRUCTURE DETAIL STANDARD CLEANOUT CLEANOUT FRAME aeanwater Services CleanWaber Services CleanVWate; vices AND COVER Caeanwaterservices DRAWING NO. 100 REVISED 02-03 Our commitmaat Is char. DRAWING NO. 270 REVISED 02-17 DRAWING NO. 500 REVISED 01-13 DRAWING NO. 510 REVISED 12-16 28"x2" CAST IRON (16) 1/2"0 HOLES EVENLY tom: OR WELDED GRATE SPACED AT BASE COURSE 1. DIMENSIONS ARE FOR INSTALLATION ON 48" DIA NYLOPLAST 18" DRAIN BASIN: 2818AG X (1" MIN. ABOVE INVERT ELEV. OF MH FOR DIFFERENT DIA MH'S ADJUST DIMENSIONS - - HINGED TRAP OUTLET PIPE.) TO MAINTAIN 45" ANGLE ON VERTICAL BARS AND HOOK CLAMPS (4) PLACES EVENLY SPACED 4" O.C. MAX SPACING OF BARS AROUND LOWER SEE DETAIL BELOW. Jv�l7�'61J aFo6uvuuriLtn ta'11)'reitt retsts,suA'-b..i. a, �r moa' t�74,fT STEEL BAND. WHEN VERTICAL BAR SPACING (10 .,al,,g ., �.'°O, .a P P q01 . a0ga0':0''f EXCEEDS 4" O.C. ADD CONCENTRIC HORIZONTAL 7D3�D 1flD�D�D �B 8�d8ao 8av80v8 8 ° o = o S,"Pdao8aa085DSaoePa:G0$wa08ao8a98at - vitreoq.-,"4:i.' '�?';�,' az �.:• o •z_ oR .w '°OR'°ar•P 1• '` RINGS, SPACED 4" O.C. TO THE STRUCTURE. (1,2) INTEGRATED " " " '11, • ` Div ' :11:t:11jj1r�"i1Pln:i 2. ALL METAL PARTS SHALL BE GALVANIZED STEEL 15' SEE NOTE 1 DUCTILE IRON lit?) e. Elm -I �/ vT :x.1111 i FRAME&GRATE TO �,/ �+ TRAFFIC LOADS: OR ALUMINUM. *' U/4 CONCRETE SLAB Z L w 6" z :�1 ol 3/4" DIA. SMOOTH BARS EQUALLY MATCH BASIN O.D. F4/ E2 C 6 10 GA STEEL ALL WELDED 3. CONTRACTOR SHALL PROVIDE SHOP DRAWING TO SPACED (4" O.C. MAX) I ,r NF DIMENSIONS ARE FOR w 1�I,n CONSTRUCTION. ASPHALT ENGINEER PRIOR TO MANUFACTURING. it ` Q�� /� GUIDELINE PURPOSES WI I- =II CONSTRUCTION. • ., PROVIDE PAINT. ACCESS BY \ \ ONLY. ACTUAL CONCRETE (/� W "' o -[I EMULSION COATED INSIDE SMOOTH IF/ �r WELDING (4) CROSS HORS 0 0) i� 1- AND OUT. (24" SQUARE OR VERTICAL 1 l TO (4) VERTiCAt BARS AS vt DO •• '. N SLAB MUST BE DESIGNED .J =I, �- •-. w � - SHOWN. HINGE UPPER LNIIZIIIIII°,----....____ z TAKING INTO < .n� ROUND.) - 45. f, = 0 10_ ._.:-_ .e: �.. wINVERT =11. ENDS W/ FLANGES/ BOLTS 0 i- -J 0z CONSIDERATION LOCAL I•-- r do PROVIDE LOCKING w Q z ' . CJ - .11!"- 74„ 1"" (01( = K .-•. a w z - cn - -� SOIL CONDITIONS, ■ WELEVATION ;1 / �� I , �I.III , MECHANISM (W/PADLOCK) ON z qr 0 '•• ' 0 MSLOPE AND I.E. VARIES -1-I-11. lam, 1�� STEPS DIRECTLY BELOW. 0m cL ¢ z Ire IXTRAFFIC LOADING & CILOWER END. LOCATE LADDER a- p W - O ,I w = a 0 z0OTHER APPLICABLESEE PLANS NOTE: ' , ' > 0 w w ¢ }- 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. 7 �r w a a a Z a " DESIGN FACTORS SEE Z F"" 00 DRAWING NO.7001-110-111 A • 1 ., 2) LYNCH TYPE CATCH BASIN OR EQUAL _ v. _ o m w (5) ADAPTER a J �-" / - z o FOR NON TRAFFIC r "� 1.PVC HUB ASTM SDR MO CENTER S3MOOTH 4" IC BARS WELDED TOK X 4" WIDE • m Z �:� VARIABLE 0 S 360° INSTALLATION. w �•/ RUBBER�� � �IS PLACED � ' UPPER dt LOWER BANDS ¢ g HZ Z ACCORDING TO w TRAPPED CATCH BASIN {PVT} HOOK CLAMP (24 BARS EVENLY SPACED > Q r- PLANS Wet-.r _ < D N.T.S. �`5. ( ( ANCHORED TO 3/4E X STEEL ^> �' es•` a L.1.. SEE NOTE i). Q HY , SD-CBI MH SECTION �� ;i• ,• wn CO z C 1-1 LI .OWER BAND 3/4 THICK "..:11-'!*)1:1 \" X 4" WIDE FORMED TO FIT iN r 'i f ',. r O (!a Z, c) lea' ci) 2 .Z\, j ii`. •, 0 Q ,� 0, I iaailnU 2.STARMS STEEL BAI'D SEAS L HALF OF C BEER SLEEVE 10 THE 12 TOPSOIL DETAI GROOVE OF MH SECTION. i"" en PVC HUB. STAM,ESS STEEL BAND SHALL OE 300 SEIiES. !h"BAND%MOTH. •% ,,l\ mCADMIUM PLATED CARBON SiE'EEI.. AND ATTACHED IMTH HEX HEAD SLATTED ii�� -� z t- 2 FINISH GRADE � :4� ��•1�'`' w CDSCREW. 1 (4) VARIOUS TYPES OF INLET& 1)Y ¢ c� ¢ J �S �,/=1 1 �/ > /\/\/7 OUTLET ADAPTERS AVAILABLE:4"- �� - z_ Q 0 M = 0 L"L. I 0 RIM EL. 366.34 a*' /\�\� 18 FOR CORRUGATED HDPE(ADS > coo Q Ce ;����r'�/' I �f 0 A />\�`�/'� N 121HANCOR DUAL WALL, f `=_.'!" d M �ry /� PLACE. 11 I�- , 4 :-T . y W.S. EL. PER PLAN ` $ f\�f� O�� i; rD V3.COMPLETE RUBBER SLEEVE INa tioEs A MDLDEIa sooMENT THAT Ha Ds ITN iffit _ ADS/HANCOR SINGLE WALL,N-12 HP -.•._ ih, H [- ' • POND BOTTOM 3��♦�,j\\f,\� %/ PVC SEWER(EX:SDR 35),PVC DWV ''"-/.44.-., f`k UWE V co SUBGRADE ` • ri /. / (EX: 40), ..../W- / 7\ SCH PVC C900/C905 l,!fi v'�%�. • 1/� CORRUGATED&RIBBED PVC -iif.;,« .0) INLET PIPE - S=0� . 4$Ir /,. " PRECAST MANHOLE PER �ii.;t THE BACKFILL MATERIAL SHALL BE CRUSHED TiTLE •`O•`' \\\ 2 CWS STD. DWG. NO. 010 STONE OR OTHER GRANULAR MATERIAL --II II I i �•'w••�'�1 n,1110 ,a� r /,l/\\/'��`��y\\ CLASS IIG�OR CLASTHE QS IIREMENTS I MATERA�AS DEFF SNED XX # DATE DESCRIPTION • -I I SECTION A-A iii e 8' EMERGENCY OVERFLOW DEBRIS CAGE 3 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) SURF CE DRAINAGE INLETS SHALLIN ASTM D2321. BEDDING& IBEFOR z 1 WOVEN GEOTEXTILE y.-, 3 (MIRAFl FW404 OR a N.T.S. PLACED&COMPACTED UNIFORMLY IN T APPROVED EQUAL) SECTION 1' MI * O• U• C1•Z •• 0. 0• s0-celACCORDANCE WITH ASTM D2321. J e =rr r ' 2 4.1yF„ 0 ii�•:r �M _4406 U•`O•`(J•`O•`CJN►•O•` I .1110• •/ell�allIt I IMO OW Hose CAST MOH IUW042EBSTULr c.L.,,„,r_ ., "' - '.. : - Q•`V•`lr 60 s` s`Q•` POLYOLEFIN GRATE 00L ARRROYED SODA • • f a .- INLET PIPE ( .;..RIP RAP o.e., -. CONCRETE PAvi;,WEN 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. -": o 4 MIN• WIDTH 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. • ('/• 000•"00`05'000•1 " B 3 - DRAIN BASiN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. rn `V*�•�`I•�e tae r., . . . '.,. - •' N''' RISERS ARE NEEDED FOR BASINS OVER 84"DUE TO SHIPPING RESTRICTIONS. REVISIONS o �•`Q•`�•`Q•`�•`O•,O•` • w NOS PLASM ORGALVATCZET)STEEL SEE DRAWING NO.7001-110-065. I GRATE OPTIONS LOAD RATING PART# DRAWING# B1FRAP •NOTES (PER CWS SHEET 770) 'r��it�����*�� r . ._ . • a FRAME OR APFNCWEO,:QIJAI _ a • ,.. a 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO I PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 /. . :: .s . . 4 .--- NOS 4WD DURA CHANNEL ASTM D3212 FOR CORRUGATED HDPE(ADS N-121HANCOR DUAL WALL), I STANDARD MEETS H-20 1899CGS 7001-110-213 •` OR APPROVED EQUAL SOLID COVER MEETS H-20 1899CGC 7001-110-214 o RIPRAP: 4 *. N-12 HP,&PVC SEWER. o a , �,. �_ • ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. PLAN OCPTM VA§Ie5 . •„ . !/2" OR VS' RSLH KDC a ''. . " ' THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. = 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0°TO 360°. TO DETERMINE MINIMUM DOME N/A 18801 D1 I 7001-110-215 U . ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. 1- - - ,- ."", •• lr- '-CAUMINEL FOOT ANGLE BETWEEN ADAPTERS SEE DRAWING N0,7001-110-012. DROP IN GRATE LIGHT DUTY 1801 DI I 7001-110 074 DRAWN BY CHECKED BY RIPRAP INSTALLATION: •1 I- I I •1•It --.-2:6%,...,....,....X.........„.if) '1 111- ' MII FD II 4" coKRETE 8°° PFI SUBMITTAL • EXCAVATE BELOW FINISH GRADE TO DEPTH & DIMENSIONS SHOWN ON APPROVED PLANS. -�1 I I-_ - . _ - 4 - •- �': THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE INSTALL WOVEN GEOTEXTILE FABRIC PER MANUFACTURER'S RECOMMENDATIONS. I a-_" + .• I _i{ NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA 30518 STATUS • g NOTES: • PLACE RIP RAP TO FINISH GRADE. 1 s • I I t-I 4 I OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-03-06 m PHN(770)932-2443 �'7 ---III----- e ' '_ III'- TRANSFER,OR LICENSE THE USE OF THE DESIGN OR Nylo aMC'a1 FAX(770)932.2490 02/26/2018 cu 1.ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. • GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: _ I I TECHNICAL INFORMATION SHOWN HEREIN ��7 www.n to last-us.com DATE 0 22000 .INSERTA-TEES ARE NOT ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS WITH AN INSIDE 50 CLASS10CLA00 700LA CLASS 11111=1 11111 -.1=-___ITI1I I I 1 II I 11111 II_I 11.=I1 I I I REVISED BY NMH PROJECT NO./NAME TITLE y p Cl. CLASS CLASS CLASS I ---; _ ;-- REPRODUCTION OF THIS PRINT OR ANY INFORMATION •-1 i-•-1 V-11!I 1•-__ 1 I-IIi1--"I I,.-1' CONTAINED HEREIN,OR MANUFACTURE OF ANY 17052 DIAMETER I.D. OF 10 INCHES OR SMALLER. PERCENT I' I ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS DATE 03-14.16 (LID.) 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL E WEIGHT OF ROCK (Les {BY WEIGHT) PROJECT NUMBER cp 50-30 100-60 200-140 700-500 2000-1400 20 IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN ....--- c.-4 3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA-TEE. DWG SiZE A SCALE 1:30 SHEET 1 OF 1 DWG NO. 7001-110-191 REV E LO 30-15 60-25 140-80 500-200 1400-700 30 DURA CHANNEL DRAIN PERMISSION FROM NYLOPLAST. 4,2013 NYLOPLAST 15-2 25-2 80-8 200-20 700-40 40 op 0 2-0 2-0 8-0 20-0 40-0 10 NOT TO SCALEC5 • 1 1 r I N E R TA-TEE (VEHICULAR TRAFFIC APDL tcATiON I /� AREA DRAIN 7 5 `� 1 Cieanwite` I - -_- PAD DETAIL 2 TRE NCH/CHANNEL DRAIN 4 N.T.S. \ C5. I I TYPICALINLET R 1 Q 2018 OTAK,INC. -CI REVISED 12-16 cu DRAWING NO. 530 ,scALE -.._ . N.T.S. C5. I I / sd-channeldrain,dwg i y c) C5, I I sd-channeldrain.dwg / Iftheduced/eis ni S9ed.Scale accordingly.en a Otak MANHOLEUD i SEE STD. DRAWING NO. 370 FOR TOP -.4s91It °°°°.dara,AeJ L. STANDARD MANHOLE FLAT TOP AND COVER A FACE CURB - t •• �- frif"APPROVED •:,' •: '' ' •.• •. • SECTION DETAILS D!T' DTA. / , SEE STD DRAWI tO �` ,-r-'" w/+�( s}An>:R 1/4 � :•• 'SLOPE . .I 41 f I L,; (Utak Inc, W/ REINFORCEMENT k • ! RUBBER GASKET FLAT TOP ° r-I►A 808 SW Third Avenue, Ste. 3QC . BEYDND INTERIOR FACE Ct PAN (12'wJDTN T.. + • 11 Portland, OR 97204 W/ REINFORCEMENT PPE PRO.EC TNG 7r' -.. .� - •• • SURFACE OF MANHOLE :..a .: SHRINKING GROUT . .1.. .. f le: •_I * ', '.. ..:.•.. ` 48" 503. 287. 682w { r WALL IS NOT ALLDrwD :.t =. SERE S WATERTIGHT M •; /BACK OF OURS SUP HOLE - .. • - •' . . TGs .. • ` . LOCA BASE 0 '�' :� • d' www.otak.COrr T isit: - zs' ` s {• OF SUB-GRADE W • _ =t..c� MEL FOR1 -------} '..,,.;, - �.• : . .. .� AGGREGATE( } + � - ���,p PRQFFs�' _ '� tz•MAX _• 0 : •; • . ' INLET • ••' ••• •Y : - winnow SEAL ••••• iSe �S� if •• STORM ANDIN ti,'/ r e" MINTtrxU�t OVERLAP. PPE3 SMOOTH FINISH ,Elio .:. •440 SAMMY• c FAc aF • ' SEE DETAIL,�a3a ,: • <> E 91573PE Rl-�` !; ° u HE;aiTE • •' : APPROVED "s Gu�R t .._. i '� _ '8' _ PRELIMINARY • >* ` \ !. •'. '. L0. `~�••.�M1• �' �".... ♦ 1 PRE MOLDED `� L B B •-- ' . . 4' ` ANSION JOMIT s OREGON c, ` +• :'' '• 4 '• .' '•',• ',± '• •• _ •'. AND sum A-0--CONSTRUCT1 CM'•) SECTION A-A ]) /v -�.j•. A1'13, T°'` �, �� 0 \\,a .:f �r ::� ,�... . •r, . »«. B i.�..,-.. <,�.� ..::44 E.;GVi PLAN VIEW ���///���,�,,ppp : . ,. . . e , • • ,_,_/ 4 . . . CH \\-v F►r r-r r-r�r-r,.yr t`f�r r-r 1"t-r fGx ti!Gc! Ph1 . .+ • m r-1r r;r iL4.f •*.. .f t t-?4 f !-r-e-.--r r_s_•fYM t-Li-t t-e.g.r _ y� - - _ -.-r of r ... s s ..•-ir- . t-r..t:. IN PLAOE _.,.I "� ` �A _I EXPIRES: 12/31/2019 I,•r t�t-7[-f'R-t 4_f.�-•Yi r_t t •.-t`i�.t'(,'fli of r t-e -t av-t s,`s� .t:sss` --�.�_a-�= i=yr e% .;t- GUTTER LSE \PROGUTTER /�y� w�r� X"� 6 r I-i .-t•t.•.e t-tv fes•-t f_f:• t'i 4_f I',f�.t_t-rs,s!-f t t-t i�7!r i't.. - " M. CIURB MIST OPENI NV fyp► yam, /��Q -r-t.s-r Y:t.•f f-1E.!�f r' 'wr-ter f-.tit rpt fJL f RSR f'-- t-r;•if t 4r-r1�- �" r p.,-I FOR PRE CAST r.i 0-t t.--... ".4-.r t .r•+y-sss t- `-' - ir ACE DF CURB STAMP 1 COMPACTED OPEN INSIDE DROP 6' � ' BOTTOM FA E OF c SECTION B-B PLAN VIEW - ROCKWITH BEAVER SLIDE w�HOLE•-:.; .../ _,..►.�.�• PROJECTED GUTTER wAxnanl sl' FROM TOP Or FIRST LOCATED I BOUT STEP TO TOP OF SLOPE TO MATCH SIDEWALK - ATBASEOF ��- -`; DEPRESSION ,, Det PROPERTIES 9UB-GRADE . ' 6 BAR AROUND OUTSIDE OF OPENING •' GUTTER PAVED ROAD SURFACE tfi DIAGONALS BOTH SIDES OF OPENING ��MSEC DROP POPE EXT -^C'` /10 _ 1�6 6" O C BOTH WAYS RUBBER GASKET '. _ A MINIMOF 1' BEYOND 4' • LINE t DRAWING NO. 100 i UPPER SECTION TO BE 46" DRAIN • ••• + FOR STEPS INLET. SEE STD. DRAWING N0. 370. FLAT TOP y SHELF: "� �' =;.'-03" WEEP HOLE LOCATED (OPTIONAL) -gG qtr '" �il ►�� - 54' AT BASE OF AGGREGATE NOTES 'i41•0•. SET:viVIM a G OEA r 4.441 , 11*4 '• . .. - a ,4.�6" FOR POURED IN PLACE U, ALL JOINTS AND RUBBER GASKETS SHALL : `g WITH REINFORCEMENT FOR PRE CAST CONFORM TO THE REQUIREMENTS OF ASTM S4"DIA, :� • 4• y ► w . C-433. 1 1�„ �rr,�� �• � PIPE SIZES '�� I -.� 43' � c-!s3 - VARIABLE � `; CONSULTANT 2. ALL MANHOLE SECTIONS SHALL CONFORMC-478 • x^-60' �d ///,.--,,s\ \ 1. PRE CAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE TO THE REQUIREMENTS OF ASTM C-478 i• +• . " "MAX. FOR > \ '4' WITH ASTM C-478. AND APPUCABLE PROVISIONS OF B" : '`.•• •4 • 4: + ', '' 24 MAX. FOR " 1 /t . "MIN. • • 2. NON-SUMP INLET MANHOLE SHALL BE CHANNELED. 010,STANDARD MANHOLE, SEE STD DRAWING TYP. • •mina SANITARY3. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY :„ • .. !•, TYPE. WS. r• STRENGTH OF 3000 PSI- AND A SLUMP OF 2' TO 4" 3. CENTER OPENING FLATOP REQUIRED. • `: pl,/�j,Jggy( PERSPECTIVE VIEW SHOWING % ,I ,` 4. NO STEPS ALLOWED IN SHALLOW FLAT TOP 41� `a.••••••.: PIPE I.D. f. .:" FRONT VIEW -, DEPRESSED GUTTER Al" CURS INLET 18' , MANHOLE. :� NOTES: .• SUMP :••••••--i:;;; '•. • PRE CAST MANHOLE FOR 6" BENCH SLOPED TO CENTER TO FACIUTATE CLEANING. GASKET -' -- # L '' . LARGE RAMMER 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 t +�;�.?......74.:.'* ._- s 4 HAVE A 28 DAY STRENGTH OF 3000 {:.:. :•.,:: .::4',..; ... ,_ '" 8R. MAMIE NO. 100. FABRICATION. y • AND 2" TO 4". �- r m 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2" TO 4'- -r.4,r# .4•+yr `i-r .r t r-�r-t-r r ' s s s s r 4.. -t+s s-r al.r s r-t a...r-•#•- 12" MINIMUM OF 34" TO 0" COMPACTED BASE MATERIAL OPEN INSIDE DROP FOR 3. INSTALL STRUCTURE ON MINIMUM OF 8' OF 3� TO 0" COMPACTED BASE MATERIAL ! ! .7,711 0i.r t-. _r rl*-!!:.-'«_ =r LARGE DIAMETER PIPE 4. NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED (E.G. FLOW THROUGH CBs). SECTION A-A SHALLOW FLAT TOP OPEN INSIDE DROP 48 CURB INLET MANHOLE MANHOLE CeanWaber Servs MANHOLE Cean�VabarSelrvices INLET CATCH BASIN (CG- CeanVr Se�v�ces (CG-48 M.H. 1----CleanWater-irServices DRAWING NO. 040 REVISED 12-16 DRAWING NO. 080 REVISED 12-16 DRAWING NO. 340 REVISED 12-16 DRAWING NO. 350 REVISED 01-13 Ull) _ 111111.1 ice STAINLESS STEEL CHAIN OR CABLE Zd 3/4r Z ANHOLE UD AS APPROVED ATTACHED TO ORIFICE PLATE AND - I 27 Sro" I A STRUCTURE AS APPROVED, CHAIN OR CABLE SLOT SHALL BE SHALL BE SMALL ENOUGH TO ALLOW ORIFICE 1'X5' CENTERED- . PLATE TO BE REMOVED FROM GUIDE. ORIFICE A r {{ 1 I III '3" fD " C r� PLATE AND GUIDE TO BE MANUFACTURED A 6 6" co /� _ , �FROM )¢" HDPE OR N. STAINLESS STEEL L ___tIt L.� I aft ' �"' -_ ""� - 111_ ` FACE OF CURB !( 111 ./ y 1 EACH END 1 raw '�' n All i i BACK OF CURB I- �+1J4 ..RM f 1 if Lj� 1"" WALL SECTION AND - 0 INTERIOR DIMENSIONS MAXIMUM WATER SURFACE ELEVATION 2" --ow- �- r-sMa, E aE FuruR-" � _1 L�.,I IN ACCORDANCE WITH USED CURB INLET STD. DWG 390 d _ , / 3" MINIMUM _ SHEN Pry.4'�cAPPRaX ay 3• X 2 1/2' X 1 4' SECTION A-A FGUT TER \WI OPENING 30" rONTRACIION NTSCC Z ~ 0 oc o, POND JOI FRAME: GRATE PER '• /! PEFIrENENT�oo� oEPiH STD. DWG 400 A. 2: i,s'\ \. �BOTS ORIFICE SIZE TIP- ANGLE . I 0 J ;� ip \` ORIFICE ELEVATION 3/4 �; \! pap BaTipy ALIGN INVERT OF ORIFICE TO SPACER REQUIRED FOR 3J16' I t j2 PRE MOLDED 1:11111 �I p d o,� f- _,j. ` INVERT OF PIPE / MULTIPLE ORIFICES J. _0» A 3'-q"-.. FILLER (TTYYP)NT 2 1.i' ' t,� ,; d- •-j _ I-.4.0 " --ll-- ��LL.. BOTTOM FACE OF GUTTER Ck >_ u.1 '.d p,��,/�i��� V� 3. 1/2 I I + 0 STORM SEWER OUTThi .,• p; A-'PLATE AND :,Q `%��j�\\ l\`�`/� ..r , 1-.43 ` PLAN PLAN VIEW t PLATE THTC NESS +1/4" - GUIDE (SEE ! ANCHOR TO WALL WITH II, ( / SPLASH PAD 0 H DRAWING N0. 730 (-I-Io' STAINLESS STEEL RISER1 1/2' MIN. �-- 42. FA CURB , rZ• • A t ;•' CLAMP OR 2' MIN. STAINLESS TOP U GUIDE 1 / 1 1- s +• STEEL BAND AND STAINLESS --� 2-MIN. 43' BELOW GRATE '"""^ • .�j 4• i STEEL ANCHORS. MINIMUM OF 3? PAVING 33" 0_ scd 7 ♦ 2 PLACES 11/4" PER Ft SLOPE R� 1'�� 2 r, 18' s' ' ' 3' ( t ) I 'ir-~'A►r-- QUTI£T TO }•! ,_ J �S �;, p �:�� 0 0 { II 11 II 11 II II I1 II II II 11 II II 111111 EI I -�, --'--swAl£ LAN AND ••� - . 6%1144!-'4'4414111*'' t.t. I' is• :.; �- 10' MINIMUM i► �'� ENERGY 'N ` q:we, * 3:4 6» { P•) B B v m , DtSSIPATORjSFLASH PRD 30 WI 0 .:' _ . . . a :4,:a`� : :.+ t .A.;. \L„....„)) ; ; N t_ ___tSECTION B-B • 1 1/2" .A� .,... Q �-'-' SECTION A-A o �l O L.. U CO CLAMP DETAIL I\..Q, SECTION A-A } SELF TAPPING CONCRETE- YMiN. 2"MIN. PERSPECTIVE V!E W ANCHORS, PHIWPS 5-12 OR V t NON--SNOUT SHOWING DEPRESSED TITLE APPROVED EQUAL I 2 1/2'x 1/4 SQ, EDGE FLAT BAR GUTTER AT CURB INLET cN 80LT.1-' STAINLESS STEEL oQ } J 0 . L TYP. GRATE BAR (17 EA.) # DATE DESCRIPTION '� 31 1J4s XX "' ) o C.) E J Z ORIFICE PLATE GUIDE SHALL FIT STOP Stirrip.5 GATE W o › NOTES: Jr*DIA. ORIFICENPLATED LGUIpEUDE OTTOM CHANNEL - - - - - - - - �- WEEPHOLES - ,_ ._. _._ ._._ ._ (VOTES: -' 1. CONNECTING PIPE AND TEE SHALL BE 4", 6", OR 8" AWWA C-900 OR ASTM 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. 2 1/2' x 3/b' N 2. MAXIMUM ORIFICE OPENING SHALL BE 6" DIAMETER. NOTE: GALVANIZED AFTER FABRICATION. u•" 3. STRUCTURES SHALL CONFORM TO STANDARD DRAWING NO. 390 DITCH INLET. )¢" SELF TAPPING CONCRETE , -. FOR MULTIPLE ORIFICE APPUCAT1ON S0. LOGE f1 AT BAR -•-.." C TOC' 2. INSTALL STRUCTURE ON MINIMUM OF 8" QF TO Cr COMPACTED BASE MATERIAL t) ANCHORS, PHIWPS 5-12 OR " 3. INSTALL ENERGY DISSIPATER/SPLASH PAD' AT OUTFALL OF STRUCTURE, A4. FRAME ND GRATE. • AND GRATE SHALL CONFORM TO STANDARD DRAWING NO. 400, DITCH INLET FRAME APPROVED EQUAL • -: ' - . ' :• . • AS3" I SPACER. SPACER IS TMATCHI ED AS E GUIDE PLAN 5, PLATE AND GUIDE SHALL BE SECURED FLUSH AGAINST WALL OF STRUCTURE AS APPROVED. BTt-Xi" STAINLESS STEEL •"• 'L DIMENSIONS, WIDTH, MATERIAL NOTES: - 6. MAINTAINANCE ACCESS REQUIRED TO WITHIN 10SN- ' OF CENTER OF BOTH STRUCTURES. WITH A WATER TIGHT SEAL REVISIONS a6 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 LIRA s WITH SUMP HANDBOOK CteanWalcr Services DITCH INLET REVISED 05-16 DRAWING NO. 403 Q OUTFLOW CONTROL ORIFICE PLATE SLH KDC STRUCTURE Gleam v Cleanti� S� rv�es FRAME AND GRATE nW S DRAWN BY CHECKED BY r" REVISED 11-06 AND GUIDE REVISED 12-06 c�.rr,�i sus DRAWING NO. 720 DRAWING NO. 730 REVISED 12-06 DRAWING NO. 400 Low Impact Development Approaches Handbook 129 PFI SUBMITTAL O STATUS 0 r-. 02!26!201$ DATE a --i 17052 t= a PROJECT NUMBER ti l O ,, C5 C5 . 12'1 2 r,,, ©2018 OTAK,INC. -a _ f. If this drawing is not 22"x 34",it has been a reduced/enlarged.Scale accordingly. (20kk a B OVERFLOW STRUCTURE INLET STRUCTURE /� BEEHIVE GRATE -- 18" MIN DIAMETER DUCTILE 20" X 24" MIN DUCTILE (SEE DETAIL BELOW) Awa Otak Inc, IRON BEEHEVE STYLE/DOME IRON FLAT GRATE. OR j c rHHHf•,rrYt� 1 WIRE ROPE y �:vvvatat,sw.tr/ GRATE, OR APPROVED APPROVED EQUAL MANHOLE FRAME H W w i r\i i•r r`Y, 808 SW Third Avenue, Ste. 30G EQUAL (SEE NOTE 5) �� (SEE DETAIL BELOW) 9 Portland, OR 97204 A SEE STD. DRAWING NO. 400 SPECIFY RIM ELEVATION Ah ll��\ ,-EPDXY MANHOLE FRAME RCED o ' . w ' 503. 287. 6$25 A 4 A TOP OF DRAIN ..,AL - • FOR FRAME AND GRATE BASIN ABOVE • t• TOP OF STORM WATER - CONCRETE PIPE• CLASS III ti w+ S x (a31d103dS SY) ? EA W i- 0- WWW.otak.corT GRADE FORf, yip FACILITY TOPSO4L }� I ,D-,9 Ol,O-,� PONDING, PER EJi �I • I I • DESIGN rf 1 _ Z` il4 REBAR U-BOLT f 10„ 4 f m n : ,I `'`,`'� (SEE NATE ,) y R - : U PROF //�- I I i y, Vl a �`� I t . FLOW -� 4x \ �� •1 18'- N J '� ] u o �y x .0- ,C �,� G 1 N / • •• H 6_ "' 91573PE l • _:-"--- . ''''''4.- - 4' y _... 2' • � T P PIP A w A • 5 PRELIMINARY ERFORATELT DRAIN E Pi Li z oc w w �� �.�.�ti� : :'-' ':': o • a l :I.*11„ ,ti I i.'.l-�yv u OREGON ". - • . • 4 4 4 r :',,. 3.CiO,Ca m ~ u ` I.,I.!��1.1.Iia lwts;e �f C� r .r ` CONNECT TO MANHOLE In �o y y . >. Mfr a SLOPE TO DRAIN a y rii'%/%/i/�%i 5z tip • -'� DR INLET • sT -. ,� ' o p O PLAN - . '� •a -tr�C`" .' - ' <` - '` � ' . = zw `� zrUn = JJ :• ` p �'�{��Oy L`* L1,7 ��- 1 i. I l ,. Jy P5 , :�7y �/ W a�LE 41 z o a� Q h`L 4 NI S J ' Y y � COMMERCIALOGRADEI u oc a x a w xmy 1ti • MAX 3O' - _ •y • ,a~l ,. r- y oq a mL 1 5NI EXPIRES: 12/31/2019I. 5 : _1 as u w d H % r h v ; .FINISH GRADE FLOW INVERT - '' • - y ; � � �'�« 5-1 8" fi - (CONCRETE w w w p w w z h a .': . ' " ^/ STAMP * �O 0,3, A • r i ♦tib � !/ i 1 'X 3f4" rn aq o a oyl g i r h v �. . O G4• • Orli,'+/ .--.. •/ w v ., - - i o� 7 00 z J h � YiY= 1 :ei - a Y 4{IN. 60" OyF4 '{P � .AR fp . w R o /`i 2`.1- • MAXIMUM pN ^moi d i + ' L_18-1/4"� o w a v ca- G� tx �' H T +' / i Vw iia F~ 6 `��`i Lj • G ` a M y v �r .. �i ri Y� rSa ,dvr n ad x '!�''.'.•.•.•. "� f s. 6" FOR - w "! r 4 o i. . . . ,a" - POURED IN 21" y • y y .ti ft . 6 ; :y.. DBG PROPERTIES ‘\:4A AX. 4... PLACE MAX. y 3 „ + -20 3/$" �i� $ +- ' 5" WITH w BEEHIVE GRATE -19 T 4' • REINFORCEMENT / ;,'•' LLC - FOR PRE _ ' tj •r a, " 4 4, 17 3/4" iI :�.....';. : w •1a CAST 4 DIAMETER CUT i 3 4" m 0-91 al . SY) :t:•:'.' ' 4 z t w ° " I 1 / � .0-.9 al .0-,4 II ,0-,F I '..!.!..•.••••' :•:...:-1.1.:•:.. ! o • i"r SUMP r u I8" SUMP OUTS. MIN 3 PER I ( I ____H.F i/ '•C• • . . 5 a • ' } . 18" MIN DIAMETER DRAIN- SPLASH ROCK STRUCTURE. -� % w= `� _ • Natuvsuy":••••.:-/-;•••/"..:-...1 /, "� ••.•.•. BASIN, NYLOPLAST OR 1B" MIN DIAMETER DRAIN- AROUND 19 1/4"� qg ~ 6" • v BASIN. NYLOPLAST OR 3F y • is 40 APPROVED EQUAL. STRUCTURE " • • -• • NON SUMPED APPROVED EQUAL. 18" 27 3/4"' >>y xvlr •L�I•- MIN SUMP REQUIRED. m \:0:��:�����*�\ L �.. _• ._�wiw :% 6' • 24"--••••- 6"l- 6"• --27 3 t3' 6" -....=4..e I / 18"x4" REVERSIBLE MANHOLE FRAME � HP.LfF!'FH • • • '• `� SECTION A-A SECTION B-B 4.-• g wz •• w� CONSULTANT 3¢ $ n m o c i x -zz� NN N W ._ aQ ` dm V7 NOTES: NOTES `� E o A ;0§ 1. SECURE GRATE IN PLACE WITH 54" OF WIRE ROPE. LOOP ENDS OF WIRE ROPE AROUND U-BOLT AND g o 2:7- 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. o m GRATE. CRIMP EACH END OF WIRE ROPE WITH 3" OVERLAP. o g w A 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. NO g 2. DRILL 2" DEEP HOLES INTO PIPE AND EPDXY #4 REBAR U-BOLT (2"X 4") IN HOLES. m re 1 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED w 8 1 CC 52 3. GRATE TO BE CAST IRON. A57M A48 C130. � 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 La S$j m :k 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND w a 6 `� 5. WIRE ROPE BETWEEN 1/8"-3/16` DIAMETER, STAINLESS STEEL, 7 STRANDS OF 19 YYIRES. Z SLUMP OF 2" TO 4". W Labj c66 I• •�a �•`•/ 5. PRE-CAST STRUCTURE'S CONFORMING TO 0_D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH _r"____"r•-5 INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. IIIIBEEHIVE INLET / // STANDARDS AS SHOWN ON DETAIL #400 OVERFLOW/INLET LIDA LIDA STRUCTURE HANDBOOK C1eanWa6er Services HANDBOOK C1eanWat er Services DRAWING NO. 407 06-16 DRAWING NO. 405 05-16 CHAIN LINK FENCE DITCH INLET CleanWaber Servicers i, AND GATE G�'leanWa6er Servs C3eutiA 6rv'Services Low Impact Development Approaches Handbook 1-13 ClranWaler services Low Impact Development Approaches Handbook 1-j= DRAWING NO. 390 REVISED 05-07 DRAWING NO. 740 REVISED 12-06 CoCli) LMR MAX SLOPE 1- A tr -HIGH DENSITY JUTE OR B� F Q.LL 6" MIN- COCONUT MATTING VARIES FREEBOARD iii j = /4 'A. OVERFLOW PER DETAIL N0.r 05/407 NOTCH, 4" TYP. •• •s •, + w •♦ y ♦ w w ♦ + w r w . " • .• •I:-1"•,•* i't")N�'``��\,'''jj'..-4•4- -•-•-•-•--------.4.v i .!! .x.0.4..40,,,..../_•. / OVERFLOW 74- -3:t (N:V) MAXIMUM SLOPE111 Irl r', •ti E7 w w " • i"..,-..s.:,,-,:,:p.,......-!:_N.:• ti .��/1�r YI:I:r•\/.4%,,,, , . "P`• N. ♦ %• i, CONVEYANCE. MAINTAIN T '�.,'r,' Ai, + . • . :•,'�y' . + . w„'i. w 13.[ I w c.i e, •:� • • �y�'�`«ti\�\i��� ��: ��'` .:::i�i���/���'`�..,°; - c��r�r ����1����!�!`4���,/���Vis,• •-i�����. SEPARATION FROM ALMAXIMUM RL N• CO • r' r w w . i / + • w' •m, w• 12" DIS51PA71gN PAD).„W w.r rs '� - -•:';!.�`I,.,�, ,%��,t �I�I�/�l`i /'I�''/I/ /' STORM INFLOW POINTS 41 EJ l' Y 4-1/2""- 2-1/2 .• . ' A 2 (4-1/2" - 2-1/2" . w A tp r •:;.r:cA// / l• r;•-•-• 0 // /< .0 • • r:d'✓//1•4�//l r I •-•.•/ �I It . ,. . . . . . . w tial . SPLASH ROCK. 6" . . y • �i� SPLASH ROCK) �� . ` n • • ��l`/`,l Low �����/_ /\I�I��QI���/\�;. � +r�,`/,��`���1�`,`1��/�, `�� ,� Q " • MINIMUM 4' OF 8" • 4 �x R • § ,__Y�' .-'i 4 B • M.. 4;1..:.•-=:0 I/I ' �I 11. -••/../,•:,r �r�'044-, l//r /40; �� != • t#' ^..� j' . h�1 � Q MIN. AROUND L �'° 1 4 •r •���0a�ti,���`� •!�`���1,.,,.+;r.!\�•���`�1�.tii,(��.• • •-/9\�•1, N �.� 4--.;.--...:".;••.,-;•,;410• r3r us- I . ,,1 �. _ ❑ 1it . PERFORATED DRAIN PIPE "Y•I. 4 * ` 1 h y t Il' STRUCTURE. TYP. I. r ".•+ .. • i' ' _���/ /*��I''�i!� �/�;�rri:•�s�*%/�/,_ /i�s_�.•_•`I/�//%///I,i�� iF-__i:�:i.� �3�' ` ' �' v f I<� .1-.....,-.,11-.1 Ia LEJ • �.� / • • • . 1• n i 1 :: ��1�1 ti.,�Rf���,�. - - ;•��• _.. ., • . 1����... . •�► =1 ..,fir ?• _' kr li U. till, : :- T ,;-u . _ . I -I, �,,,qq11]] .. w •. . , • . • • . w - ,_ •'%i 44\4° �/I/44��`!`,4.I;�����:•:•:•-- .-���1:��•r.��._• !:•;•/.A.//I/I . ..;:''4,'i;•f%e's r 1 aI = .- , „{, r. 1 �r- -_.41 f ll� I 1 Mnt -Ai :U� r { , ♦ . y r w w d 9. , .� �I` ,.�.I,,`• �I� -1`��`,`14 ,.., . -• - -. ` - `> R� •t.l F ' _ r � •=ii I / / � • r I/ . I • • • s I/✓•//' �' �/ I ;,� h li=l I I I 1l ; 4" DIAMETER CUT ^* z,- 4" DIAMETER CUT � ;w •e w w • ,► w w w a • ,- =�� � �li"-..� � /�:- //r / i..- _ _ -'�/ �� I � _ I�1.�-L Et " ` OUTS. MINIMUM 3, ii:7f JJ OUTS. MINIMUM 3 ._ • •' • • ! r:Ic•-e:1• ",`1� �•k.4*:� .'� ��•,,•,�'�'��'.• • r:r1•N• • S ,� 11-1 1 -.i� 1-. ;�,I.:.,- . - ## III_.: I JT•I-iI1-lit-IIFi.` CUT OUTS PER INLET i; -;�► • CUT OUTS PER INLET ` +;, ':.'. /41,!:''' w r r w w a * 4 • .-'reek\',`N•,• • - C"=11P "= 1_.1 -1 -1.La'= F-I L" i. l HT1--`1i Iii-' ft.-7_11U- -'-y.., 1$" MIN CROWING MEDIUM y • STRUCTURE TYP. • • Ali _ * •` STRUCTURE TYP. ,' " m f ' O _ ,4 rr ,`:-•• 06 o . . �' ' •• •• , . , , . - 4 •. I� a PLAN VIEW" L,FilI - I L . S1 Fru=I l i-a 1=i l n= `�:" DEEP (3/4" - 1/4") < O J_ -'"Ip�1 ![ �I lel I-I I [-7 i _I I li=t _I -I I f 111 11-� y Z ~ •, � .. - - - 11 •a• , W . ♦ W w r, ,Y 4 -4` • d Z•`4.s= _ 1'� ®11 1=11 I-I -n-! .. • FLOW M IFI •,/" * ll: I�l l CLEAN CRUSHED DRAIN ROCK1:1= 0 Ct ___,<. •} • ,• •I f I°• 1 r ' ' �FLOW SPREADER, GRADE ..' - .. ._•' rva_ � -•- 1, -I w- _1 ci�.Fig p..*�� . 9" DEEP (1-1/2" - 3/4") BOARD. OR TRENCH. CLEAN CRUSHED DRAIN ROCK w •f .a' OD ED CG-30, 4 .' �, Y • s: s: nw ±' {.+ • hoz TRAPPED CATCH BASIN. •�'� SEE DETAIL 403 FLOW Bim` -' ou NYLOPLAST OR APPROVED • CHECK DAM, AS I. I LAP SPLICE d REAR. TRENCIi;12' CRUS D \, C `""1"- r' �`- et �r� EQUAL 18" MIN. NECESSARY. (SEE NOTE 3) ^12"THICKENED M1NiMUM 12" OVERLAP ROCK OR GRMEL '1.- ,ti ! - OVERFLOW TO a 0 A- I SEE DETAIL 407 (< CURB 1 SEE DETAIL ON SEE NOTE 2 6' MIN NON-WOVEN GE0 VILE SCK DAM DEEP Sr0lALtf' SMOOTH I �CONVEYANCE 3Q" MIN 6" 4" EXPOSED MIN. SHT.05.00 Y] ROOK Z�� DEEP AT ld NATIVE 0 1 • . . • SIDEWALK DRAINAGE iliF ��+�• � NON-WOVEN GEOTExTILE SEE 12'THICKENED TREATMENT AREA r_ r. AMP 6"THICK �� DENSITY `�� FILTER FABRIC Z CURB DETAIL ON INTERVALS. S1. IN L OF SUBGRADE Jcn f: t�r,�� 4 •BA AT 24 b-�.11r'r5tri.90 D G HOOK; _ / - • 3- MIN f ; y'' COCONUT VATTING c - SHEETG5A0 2" MI ,� E TEND 12•VNTOSIDEWALK �� �� r Q 1B" MAX - -- e amu, a ,!f Q ' %AWE5 ... , • .�,�, *wit I A •.. I ❑ CD w • r •` W Y 4" MIN POND DEPTH WITH 2" COMPOST MULCH a .. .% n,=11- =iii. •Ir le MIN. GROWING MEDIUM , r -\4 1''__°__ v• � 3- MIN 1� � -=I I _ 40, ��� ', If jI I + .\ , otS �/•�r�6 ----� r+�1 1,"""I1`� I \ . 3" DEEP 3 4" - t A" CLEAN CRUSHED • y + • �r IA r OWING i. ;I( / / ) ►v' FII-�!- . v I 03 ._'.:.::._ ' • �, • C IC =IUM 1Y •'��.,./'/'f'//'//•f/' LV•�I''' i .• +, )' //ti•.i�i. 'I +l�`L�•;± f�`/\ DRAIN ROCK ti•�' '�f1�� \' -f. y/}. -L=n 1 II=I ` ,#,#. /./././././././•/./ 4..,./•/.,','�' ' '��'�'��'�`'�`'��'��' V`1W ` . �k �/ �:-.w-,w�' ."=.r".-12,,,,� F 15' DEEP (1-1/2" 3/4') CLEAN CRUSHED /&,� 'sem " 3 :...., _'' 11011- • •//// •/'/'''''f''I•V i • '� W LL 0 �G /-i:`/ ���►� ,� f Y DRAIN ROCK fj��� -� 6 MINIMALLY .� w \ ��, , • •,,•*',`'��',' ' ',`',�,`W V-V11 /, `:,7:441...., �r1 / y �, DISTURBED lt�7. i W. Oi �'?////.e////18' 41/" 113 MEDIUM L AITA �I/114l4*j� 'G/I'/I 0 �% • .`� PERFORATED DRAIN PIPE. B" TYP. SEE NOTE 7 . i‹,.0-, NATIVE 504E SHELF -•-.e-,� • \ ` �`,, , , ``,�`,`,`,` ,`, ,````1' I- . .� . R" X44✓l4 4•l•%f' i/• •//pi/�✓/G�/per //�4/i✓/'l rG✓ /// - H. SECTION A-A ATTACHED LINER. SEE NOTE 6. 11i , 6" •- i"- •-� .J/.J .4..4/4/4.111./I.//�f1Glj4.l /lrI I/I/I/ ✓��I Q•� C� (l) V J AA s tet' •w�.fa lI Z DRAIN ��.�,:�,y�i1,),,�'�,`1�,���.��'1 NOTES EOTEXTIL % A,1/ � • • ••.. .• 'j-',.:4> s • w�i w w wgaK j� • • �, 4 .I• WEEP .-��•••-.• ,'":.•,-.r:-•• PROFILE VIEW TITLE 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC. EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED 4/ 1 • • : . HOLES B" ON � E "x•:1 , NOTES:, FACILITY AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. {�` r ..4„..\-.4%,,'< 1 .�i���4k f SEE NOTE SPACING. GEOTEXTI E��� NOTES: # DATE DESCRIPTION c*) 2. SIDEWALK ELEVATION MUST BE SET ABOVE CHECK DAM AND INLET/OUTLET ELEVATIONS TO ALLOW OVERFLOW �� '\"" • " f��1v''1 1. PUBLIC WATER QUALITY AND/OR QUANTITY SYSTEM XX ,n TO DRAIN TO STREET OR PIPED OVERFLOW SYSTEM AS APPLICABLE. 3' MIN TREATMENT AREA,�i�s 30 MIL LINER ION B B 2. PROVIDE OVERFLOW CONVEYANCE SYSTEM, OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6" MAXIMUM 0 3. PLANTER SHALL BE FLAT BOTTOM IN ALL DIRECTIONS TO WITHIN 1 INCH, CHECK DAMS SHALL BE PLACED c 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. ai 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 4. STREET SIDE CURB NOTCHES TO BE LOCATED AS IDENTIFIED ON PROJECT PLANS. 2. GROWING MEDIUM SHALL BE USED TO AMEND THE TOP 18" OF THE FILTER STRIP. FLOW DISSIPATORSRb TESTING METHODS. z 5. SIDEWALK CURB NOTCH: 1" LOWER THAN SIDEWALK, SLOPED TO FACILITY. SIDEWALK DRAINAGE NOTCHES 3. FACILITY SHALL BEA MINIMUM OF 5' WIDE, MEASURED IN THE DIRECTION OF FLOW. 4. FLOW SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW SHALL ALIGN WITH SIDEWALK CONTRACTION JOINTS AND LOW POINTS. NOTES 4. ENTIRE FILTER STRIP MUST HAVE 100% COVERAGE BY APPROVED, NATIVE GRASSES, WILDFLOWER BLENDS, ENTRYAOF THESHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT 6. 30 MIL IMPERMEABLE LINER OR APPROVED EQUAL SHALL BE USED ONLY IF REQUIRED ON PROJECT PLANS PER GROUND COVERS, OR ANY COMBINATION THEREOF. OF FACILITY. m 1. WEEP HOLES TO BE PLACED WITHIN DRAIN ROCK LAYER. TOP OF WEEP HOLE TO BE 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 18" MINIMUM OF 3 ROAD AUTHORITY OR AGENCY- SAME ELEVATION AS THE TOP OF DRAIN ROCK LAYER, ON LOWEST SIDE OF CHECK DAM. 7. PERFORATED PIPE IN UNLINED FACILITIES: BOTTOM OF PIPE SHALL BE SET AT 2 1/2" ABOVE SUBGRADE. 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 2. MINIMUM 3" REBAR EMBEDMENT FOR CURB AND PLANTER WALL. 8. VEGETATION TO BE USED IN WET AREAS OF THE BASIN IS PER APPENDIX "A" OF MO 07-20 FOR e. 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 18" EVENLY ACROSS THE FILTER STRIP TO PREVENT POINT OF DISCHARGE/CHANNELIZATION. THE TOP OF THE THE WET MOISTURE CONDITIONS. JURISDICTION IN WRITING. MAXIMUM DROP FROM ANY ADJACENT CURB TO TOP OF FACILITY GROWING MEDIUM. DIRECTLY TO THE SOILLEVEL SPREADER TWITHOUT SCOUR.BE HORIZONTAL ALEVEL SPREADERS AT AN APPROPRIATESHALL NOT HOLD A PERMANENT VOUME OF HEIGHT TO PROVIDE SHEETFLOW 7. VEGETATION TO BE USED IN OTHER AREAS OF BASIN CONFORMS TO PLANT UST OF THIS HANDBOOK ci 9. ACTUAL ELEVATIONS AND DIMENSIONS TO BE CONSTRUCTED AS IDENTIFIED ON PROJECT PLANS. RUNOFF. SPREADERS MAY BE CONCRETE PER CWS DETAIL #750. TRENCHES USED AS LEVEL SPREADERS AS APPROVED BY DISTRICT. N T0, ENSURE THAT A DOWNSTREAM CATCH BASIN IS IN PLACE FOR EMERGENCY OVERFLOW. uoCAN BE FILLED WITH WASHED CRUSHED ROCK, PEA GRAVEL OR SAND. o N- 6. CHECK DAMS SHALL BE PLACED ACCORDING TO FACILITY DESIGN OTHERWISE: 5 A. EQUAL TO THE WIDTH OF THE FILTER STREET SIDE LIDALIDA CONCRETE CHECK DAM LIDA B. PLACED EVERY 10' WHERE SLOPE EXCEEDS 5%, 2.5" TO 3" DEEP. NON-STRUCTURAL LIDA REVISIONS PLANTER WITHOUT STREET PARKING HANDBOOK CleanW�l< Serv><ces PLANTER/RAIN GARDEN L1 f1 • HANDBOOK N D B 00 K C eanWaber Services H A N D B 0 0< C1eanWaber Services o DRAWING NO. 795.1 REVISED 04-16 DRAWING N0. 406 04-16 VEGETATED FILTER STRIP LIDA DRAWING NO. 797 REVISED 05-16 sLH KDc U HANDBOOK DRAWN BY CHECKED BY N- 122 Low Impact Development Approaches Handbook CIcanwalc.(Scrvices 132 Low Impact Development Approaches Handbook Cle:antis i serv+cea DRAWING NO. 796 REVISED 05-16 Cleat 1%.‘ Services Low Impact Development Approaches Handbook 11'T PFI SUBMITTAL o STATUS 0 rL IU 02/26/2018 •o DATE cL --_i 17052 EPROJECT NUMBER 0. I-- L".••! co O N cli 05 . 13 2 ©2018 OTAK, INC. Vi o If this drawing is not 22"x 34",it has been reduced/enlarged.Scale accordingly. Otak _ • . •_ . . 6" Otak, Inc. ./y" BILL OF MATERIALS $08 SW Third Avenue, Ste. 300 TC=G-4" Portland, OR 97204 REVISIONS STAGE VOLUME VOLUME TYPEQUANTITY HEIGHT 503. 287. 6825 f _� GUTTER ENERGY DISSIPATER DRAIN #€EIGHT{FTI ICF} I4C•F7) fl 19 �• www.otak.com ROCK REVISION DATE REV BY DESCRIPTION OF REvISIoN 0 p 0 3,49 0.0.000 Al 1 4' PR OFF 6" 2�1808 MT UPDATED SYSTEM LAYOUT It i 0.298 0.145 A3 1 4' D O�(c 1$„ A \ 1.5 9,511 0221 Al 1 4' 'ttQ` h N Cff� • 1 / , STORMCAPTURE WOMB BY OLDCASTLE PRECAST W. 2 1?,924 0.297 81 1 4' �S ��G �F p �y .#. �. 2.5 4237 0.373 1 4' 91573PE yr 1 g-i' ' ; , 030' MAMMAY ACCESS WITH DRILLED IN STEPS/LADDER /1IN9E DIMENSIONS: 7 W x 15 L x 4 H• SYSTEM INVERT: 17961'. 3 19.282 0.443„Crit- Mt 18+"i,6O', 45 22, 0.513sC1 1 PRELIMINARY STREET TAPERED TC-0-2w ""i . `� j 016OPENING FOR 1112" PVC, C2 1 4' s� OREGON ^�o WJ STREET '"'� .�ra i OUTLET HYERT; 179.81'. D 2 4' fy OT 1 3 20 co SPLASH PAD !�r 1 RELIEF r� F 2 4' !F D \\-: • 4, ;* * « Iiij ! • • 'I # • ft 6" OPENING FOR X12' PVC, Fl 1 4' C H oc 6F B B B B B B B B INLET INVERT! 182.53. 4- ,• I • * II * • it * i - II € ' • ' • 4 1 • • TOTALS _I EXPIRES: 12/31/2019 I� DEPRESSED GUTTER 2" `-` « • _ � ' ' • , . #- rr 6 , ET!` AT OPENING + * r l . . 1. . .T. . if . r-� . . + • . .T. * 4 . - . * , • . - . „ * * I �3{i" MAMMY ACCESS A'BASE 38 STAMP - •7 � D A A A B 0 Al A A A A A B B C RIM: 197.96'. _ METAL INLET ASSEMBLY - -JL-' 'JL* '. '_, • - '.. I_' 'J `JL* +f l 1 a" / CURE A REQUIRED ON HIGH TRAFFIC `�' - I n } I J ---1s" 12-�. STREETS . Cl B w B ., . F B A . A . A . . . A i A2 A A A B - C2 T ,/ ;. _ - - - - - -� - -_1L- - - -_. - -_- - - ---- - - '�' - L- - - J ' - - JL' : -J - - L - - - DBG PROPERTIES ISOMETRIC CURB CUT- OUT . _ _ _ _ _ _ .�. . r. .7 - _�r. _J �. - _ _� LLC C B _ _ B - _ B _ _ B B _ A - ' - A _ _ A A • A3 C r\-- N.T.S. - - - - - - � - - __ _ J _ . .JL_ . 7J _ - _ LT _ : •_JL'- _ _ ` 010' OPENING FOR 118" PVC, . '1, _ .-ir_ . _ _ E_ _- r-. - PLAN CURB CUT-OUT €ter ter: 18188' ' CB B BI 81 F - 1 N . T. S. R=3/4- 030' MAMMY ACCESS 030" MANWAY ACCESS - - FILTER FABRIC, EXTENDING TO 1 {-4'.2'' - - RIM; 192.28'. RIM: 196.10'. GUTTER (G) [ "TREATMENT/PbNDING AREA �1 4 Z p 0<1O" OPENING FOR 08" PVC, Gratarnur' STREET --- INLET INVERT: 182-86'. I'r;"`"'R CONSULTANT � 1 6" a 272'--41INCLUDES Y' GAP PER SECTION) ... I.. -- 2' 6"' .,.,1 TAPERED RATEUECURB FACE Stormwater SECTION A-A 3/4" - 0 DRAIN ROCK TC=G-4" DESIGN NOTES: PLAN VIEW 3" DEEP TYPICAL 1. DESIGN LOADINGS: SCALE 1124'= 1•-0- A. AASHTO HS•2044 WI IMPACT. - PRELIMINARY - NOTES: 8. DEPTH OF COVER=6"-14'-O (120 PCF ASSUMED). NOT FOR CONSTRUCTION C. ASSUMED WATER TABLE=185.04'. North 1. INFLOW STRUCTURE PER LOCAL JURISDICTION. CURB CUT OUTS NOT ALLOWED ON WASHINGTON COUNTY D. DRY LATERAL EARTH PRESSURE(FFP)=45 PCF- V ROADS - USE MODIFIED CG-30 SEE DETAIL 403, FOR 'INLET STRUCTURE. E. LATERAL LIVE LOAD SURCHARGE= SO PSF(APPLIED TO 8'BELOW GRADE)_ rj�a�i` 2. INFLOW STRUCTURE - CURB CUTOUT SHALL HAVE MINIMUM 2" DROP AT THE FLOW LINE LEADING TO THE st F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS,WALL PEERS,OR FOUNDATIONS- �F"" SPLASH PAD, SEE DETAIL 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI. 7%21$ uthpis*Plrm.*ma 240I4III;xatCOI 1301203. ENERGY DISSIPATER DRAIN ROCK: ROCK SIZE 4-1/2" - 2-1/2" OR SIZED BY DESIGN INFLOW. PLACE !r:SOO.5T9.1es91oa m.-alarcorn ROCK 6' DEEP BEHIND SPLASH PAD. 3. STEEL REINFORCEMENT:REBAR,ASTM A-615 OR A-7O6,GRADE 60. 111M:ooaMIT611fW Pt:RTr4fOLCKASTtl.aRFr.0aT.re.4YdcbfROtk7A.. 4. CURB PROFILE PER LOCAL JURISDICTION. 4, MESH REINFORCEMENT:ASTM A-1064,51.2,GRADE SO. SWATTED FOR RUINZKEcVliPMESONLY.,woSHALL KTaEUSED*4NMMYPILI LOOM 5. ENSURE THAT DOWNSTREAM CATCH BASINS ARE IN PLACE FOR HIGH FLOW CONVEYANCE. NOTES TO REVIEWING ENGINEER: T°TA-WERE Ssef.OR'"Wuru' M.NF1Xs9OS°FolOcn9 WAR 5, CEMENT:ASTM C-150 SPECIFICATION, t THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED.PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT cop a rrecrosaxtsTLErR�exsT` ci+uR>n�rsr ,� 6. STORMCAPTURE MODULE TYPE=DETENTION. REQUIREMENTS(I.E.LIVE LOAD AND FILL RANGE). IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE IMMEDIATELY FOR STORMCAPTURECli) 7. REQUIRED BASE LAYER DEPTH=2"SAND BEDDING LAYER. REDESIGN AND REPRICING, SC1 Detention System rr nn CURB CUT OUT LI D A 8, REQUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE=2,500 PSF. 2, REVIEWING ENGINEER TO CONFIRM ALL PIPE PENETRATION LOCATIONS,SIZES,AND INVERTS. > r. V 9. REFERENCE STANDARDS; 3, REVIEWING ENGINEER TO CONFIRM ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS. Otak J H A N Q 3 ,O O K a w A. ASTM C 890 4. UNLESS OTHERWISE NOTED.ALL PIPE SUPPLIED AND INSTALLED BY OTHERS. JobName. B. ASTM C 99113 5. THIS SYSTEM IS DESIGNED FOR A GROUNDWATER TABLE BELOW SYSTEM INVERT-REVIEWING ENGINEER TO VERIFY THAT THE Fields Property-Tigard,OR Q Z DRAWI ISG NO. 401 REVISED 05-16 C. ASTM C 913 DESIGN GROUNDWATER TABLE IS BELOW INVERT OF PRECAST.IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE t►kIk j,:... , trr�'"atx use s4 IIN W 1- 10. CONSTRUCTION EQUIPMENT EXCEEDING DESIGN LOADING SHALL NOT BE ALLOWED ON IMMEDIATELY FOR REDESIGN AND REVISED PRICING_ 2/118 • T I • LU STRUCTURE.ANY DESIGN CONSTRAINT DIFFERENT FROM ABOVE REQUIRES CUSTOM 6. THIS SYSTEM IS DESIGNED WITH A CONTAINMENT MEMBRANE LINER. IF A LINER IS NOT NEEDED PLEASE CONTACT OLDCASTLE TO Aa r5 �tvi 1 Sift! 2 2 J ❑ C.IcanWaterr ScrvIccs Low Impact Development Approaches Handbook I?? STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE AND REVISED PRICING. PROVIDE THIS OPTION IN THE FINAL DESIGN. SCD[}-0815-1 SC1 DT 211 18 a W Q IX0 121 -- zI- J a of CL WI r W Q01I Er›- CO Io <Q I2z 0 op, HS-20RATED W4NMlAY AIb�SS WITH L1RILI.ED IN STEPS/LADDER CI (,� � WRAP GEflTEXTMLE FABRICiuNER COMBINATION FAVID/OMBURDEN, BY CONTRACTOR, AND RISERS) RMrMGS AS REQUIRED TO G17ADE 2 1' Ii11NNUN OVER TOP OF SYSTEM. SEE DESIGN NOTE 10- ~ 06 STORMCAPTURE MODULES BY OLDCASTLE (PRECAST. INC. 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PROJECT NUMBER r-- GEOTEXTILE FABRIC/LINER COMBINATION, • ACCORDANCE PVH PROJECT SPECIFICATIONS. SEE INSTALLATION GUIDE.. 2' SAND REDOING LAYER IS REQUIRED. SEE DESIGN NOTES 7 & 8. TYPICAL ELEVATION m o SCALE:3!13'= 1'-0" 1 4 05 . 14 M 3 ©2018 OTAK, INC. -o o o If this drawing is not 22"x 34",it has been a reduced/enlarged Scale accordingly, REVISIONS REwsioN I DATE WW DESCRIPTION OF REVISION STAGE-STORAGE BILL OF MATERIALS Ota STAGE VOLUME VOLUME TYPE QUANTITY HEIGHT I I 2&16 WT UPDATED SYSTEM LAYOUT. HEIGHT(Fr) (C ) {AG-Ff) A 5 5 /� ,! 0 If 0.000 0.5 1,462 0,034 B 9 s' 1 2923 0.067 B1 1 6' Otak, Inc. 1.5 .4,451 0,102 62 1 6' 2 5.975 0.137 D 2 6. 808 SW Third Avenue, Ste. 30C 2.5 7,506 0.172 D 1 ' Portland, OR 97204 6" R=3/4" 3 9.033 0207 F 2 6' 503. 287. 6825 4 R=3/4" 1giB 0 .242 E 11 0. www.ota k.Corr ,276 4,5 13,616 0.313 Cil 1 6' 3 • 15.033 0-3455,5 H 1 6 ���� 6'BASE S 1178868 0.410 K 327 6' Ji \4G1 N 6-e_ imay TOTALS l 91573PE '- TOP SLAB 27 PRELIMINARY 3II DRAINAGE NOTCH 10' O.C. moo'MANWAYACCESS s OREGON co sTORMCAPTI MODULES, 8Y =CASTLE PRECAST W.SIDEWALK SCORING A16• oPfNNCFOR 012• Pr+c, 17 �h�Dfs, Lo��� • INSIDE DIMENSIONS: 7' W x IS' L x 6' H, SYSTEM INVERT: 119.72'. WET INVERT: 181.93'. VOLUME ,866 CUBIC FEET . C t{1 SIDEWALK a 3'-0- ] EXPIRES: 12/31/2019 I STAMP 4)i//' )k/ )i// -- 016. OPENING FOR 412' INC, I I DBG PROPERTIES \;, \\ \ \\ \\\ \\\ a. 36'1 M I N. SLIT INVERT: 183.28'. - LLC STORMWATER I H I (g;) PLANTER \ 4301AHWAYACCEss - - - - - - - - — - - - -_ CIIIIE - - - _ _ _ - - ro =� / �\ �\ i RS: 195.05'. # • # • ♦ # ♦ ♦ # # • 4 Demrdtarb. I F B B B2 + B B D I 1 ' I - GI� + al - ONE= } ■ - MCC_ - E3E i�1� - _ . } =JIIEI - E3�- W. A = i F--c-' #4 REBAR ® 24 0.0. Z. 2 I--r---arn• I CONSULTANT a I D A A A N A A • D1 u •t 4. J. 4. . L. - - • . • - # (3) #4 CONT. USE 1811 LAP SPL 1 CE Z....}ur---- 1,Un�'�( )Or,t — — • K lr _ _ _ 1 • _ _ _ __♦ _ - " 17;: 4. Stormwater } I E1 K K K B B B1 B B B F.� ...� — ! 211 "i 1 010" OPENING FOR 08" PVC- ' MANMIAY ACCFSS WITHDRILLED IN STEPS/LADDER NOTE: RiDI; 189.22'. PROV I DE A 3/4" REVEAL (DUMMY JO I NT) ON S I DES AND . 016" OPENING FOR 012" PIC, 176'-2k�'(1NCLUDES Y; GAP PER SECTION) OUTLET WERT: 179.72'- TOP AT 101-0" O.C. AND PROVIDE A I /211 EXPANSION JO NT AT 100'-OH O.C. PER ODOT STANDARD DESIGN NOTES: 1. DESIGN LOADINGS: PLAN VIEW A. AASHTO HS-20-44 Wil IMPACT. SC : Iris»-1 0" B. DEPTH OF COVER=64-1V-0"(120 PCF ASSUMED). C. ASSUMED WATER TABLE=185.00'. CO D. DRY LATERAL EARTH PRESSURE(EFP)=45 PCF. South r� E. LATERAL LIVE LOAD SURCHARGE=80 PSF(APPLIED TO 8'BELOW GRADE). V J F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS,WALL PIERS,OR FOUNDATIONS- Precast* J 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI- 7921 thh.dhpeN411.Plus sola DO I t.hewn.cot 110120 Z TYPICAL LIDA CURB DETAIL 3. STEEL REINFORCEMENT:REBAR,ASTM A-615 OR A-706,GRADE 60. Ph.WOMAN%I°� Q Mt L 7!E OR CeektftE CJSr, A S� L 4. MESH REINFORCEMENT:ASTM A 1064,S1,2,GRADE 80- nrrEoPon PURPOSES owr.nr ax uoM-MO ITititwdu019r 1 5. CEMENT:ASTM C-150 SPECIFICATION. NOTES TO REVIEWING ENGINEER: WTERE O;IATIC aF CO UJ SCALE C ii 1. THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED.PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT t�,r�l. ,tEr.�Au WKS r 6. STORMCAPTIIRE MODULE TYPE=DETENTION. REQUIREMENTS(I,E,LIVE LOAD AND FILL RANGE).IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE IMMEDIATELY FOR STORMCAPTURE 0 E _' ❑ 7, REQUIRED BASE LAYER DEPTH=2"SAND BEDDING LAYER, REDESIGN AND RE•PRICING. 8. REQUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE=2.500 PSF. SC1 Detention System H 9, REFERENCE STANDARDS: 2 REVIEWING ENGINEER TO CONFIRM ALL PIPE PENETRATION LOCATIONS,SIZES,AND INVERTS. Isoo4rwr W A ASTM C 890 3. REVIEWING ENGINEER TO CONFIRM ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS. Kak ❑ ❑ 4B. ASTM C 81 . UNLESS OTHERWISE NOTED,ALL PIPE SUPPLIED AND INSTALLED BY OTHERS. , Nr C. ASTM C 993 5. THIS SYSTEM IS DESIGNED FOR A GROUNDWATER TABLE BELOW SYSTEM INVERT. REVIEWING ENGINEER TO VERIFY THAT THE Ws Property-Tigard,OR i— J DESIGN GROUNDWATER TABLE IS BELOW INVERT OF PRECAST.IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE marl Cal SAWNR cxtua»r SHIM 7f N z10. 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N BY O11 QRS. PATE w4A'A14 EhtW E4r R4ECXED 8a a 0f O P NOTE: 215/16 MT I •E TERWWCT INSERTS TO BE KNOCKED GUT ATiii7 4forn 14FYMIMI Whtr `" GEOTEI(TILE FABRIC/LINER COM&NATIOH, CONTRACTOR TO ENSADEQUATE BEARING SURFACE PROVIDED SPECIFIED LOCATIONS ONLY (BY OTHERS). SCD0-(1816.1 SC1 D' n„441f 2 OF 2 C5 . 15 o 1 5 SEE INSTALLATION GUIDE, IN ACCORDANCE MTTH PROJECT SPECIFICATIONS. 2' SAND BEDDING - 2106 m LAYER IS REQUIRE). SEE DESIGN NOTES 7 & 8. TYPICAL ELEVATION ©2018 OTAK, INC. 0 SCALE:318•= 1'-O• If this drawing is not 22"x 34",it has been n- reduced/enlarged.Scale accordingly. ot a Alli.. Otak, Inc. 808 SW Third Avenue, Ste. 300 Portland, OR 97204 503. 287. 6825 www.otak.corr 0 PRO,Ff `4��01 N .R�/Qi 91573PE r PRELIMINARY W OREGON N O N 6 CITY WATER DEPT STANDARDS PLUMBING CODE S� ,�� 12" BEHIND SIDEWALK z 2 - W '� Q OR BEHIND CURB w��k �$ m THRUST BLOCK CITY APPROVED I FLANGE COUPLING D. 13 II �� OUTSIDE OF WITHINa ac2A - T 'Z� y PAVEMENT PAVEMENT OUTSIDE PAVEMENT W THIN PAVEMENT I w 2 m WHEN NO SIDEWALK 0. W w'' onw< 2 a �w � � ¢ 4��� BACKFLOW DEVICE CN PROVIDE VALVE OPERATING k P 3 §<Na m a o d°- RETAINER GLAND I _ ADAPTOR 18" CAST IRON 910 BOX NUT EXTENSION SEE DETAIL W505 -.� W g 4x w " a m " 2" OR 1 1/2" 17"X34"x12" ROTOCAST METER BOX iL' a v w � r'f � « �� �w�a / 3 n e 4 p � � 4 d:. 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WgIj• h , CI ii ..�1 " /• = •� D= - 5 g < m$� o (- -� °#oc°3 =�•' 24" MINu Y u R 'AP-'--� MIN, CONTRACTOR TO SEAL ALL In T 12" MAX. �V. ,011• �� taJ N OSHA APPROVED LADDER ,; OPENINGS IN VAULT WITH DBG PROPERTIES , 0 EWITH XTENSION ALUMINUM NUMULADDER _ NON SHRINK GROUT PRIOR '4P` r 1wf * + 2" FLG X COMPRESSION ANGLE ✓ TO BACKFILLING LLC -�-- \/�//�//�\//' _:...4111:-7:;(--'::: /,�/�j j ' \\{/\\/�\\/�\/:�\/�\\�\� STOP (FITS 1 1/2 " APPLICATIONS) 1 2 A VAULT H F` 7 i �/��- 11 - >/\ ivi°,./ 6" ASTM 3034 PVC ` -F HAND TAMP BACKFILL i L MJ X TAPPED U 8 II /' ��� t PLAN • AROUND TOP SECTION ; 36" WIDE Ot ak JOINT TRENCH 14" WIDE 12" WIDE FINISHED GRADE ,Arer0.. .414 L SINGLE SINGLE _ TRENCH _ _ TRENCH _ Otak, Inc. 808 SW Third Avenue, Ste. 300 Portland, OR 97204 503. 287. 6825 � \� � WATER (FIRE) SERVICE / / / �ji 6"x4" TEE, (RJ) www.otak.com STATIONING REFERENCE -, �� (SEE PLAN VIEW) //// ,,cc,D PROFFs am 4" GATE VALVE G N E / ��\/ w %W W/VALVE BOX AND LID w� F'S' �� 91573PE l > /N>/\/ MILI ��f /o /� 4" DOMESTIC TO PRELIMINARY UTILITY TRENCH \� \ :�\ _ 11r�'Vi _ BLDG SPRINKLER ROOM BEDDING & / / Z �?•"/\/ IIL���1i1 # �� OREGON �ts BACKFILL (TVP.) jai 4 \ j �ti fi�` Ap�3, Z Wco e, � , ;° /(co WATER/FIRE SERVICE CH\� ��> REFERENCE 12" VARIES; /\k (SEE PIANS FOR BUILDING MIN. ---VARIES; EXPIRES: 12/31/2019 L. / SEE PLANS // SERVICE LATERAL CLR. SEE PLANS FOR STAMP / /, FOR LOCATION /, INSTALLATION LOCATIONS LOCATION / /, (12" MIN.) �j/ (12" MIN.) FIRE SERVICE TO � \ 1 �� " 8"X8" TEE (MJ) --`� BLDG SPRINKLER PROPERTIES >V I O4 /, 46 DOMESTIC �, ROOM (TVP) � _ `� �� 4" (DOMESTIC) BUILDING LLC \ /��/ A/ LATERAL WATER SERVICE I [-': 8" (FIRE) ad BUILDING 6 \/,L / ( ���j��j�� , 8" WATER d w^ 8" FIRE SERVICE LATERAL ce SERVICE \j��f /�~/��%/��%i��\/ (FIRE} m /ii ��\f �j���\/�~r .`� CONSULTANT \ *\/�\/ '�/ \\// ' SUITABLE UNDISTURBED ///j/ /// NATIVE MATERIAL - 18" - /,\ /\ ///\. \ / 8" WATER MAIN SECTION PLAN FIRE, DOMESTIC AND BUILDING SERVICE LATERAL LOCATION AND TRENCH DETAIL I KIS. C6.01 CO I— z W co E .1 IC I- Ce I— w z o Ow O- o -JLLI �' < 0 w J E I-- ci.) y_ J _ i_-_ ct J }- w W OW LL 5 TITLE # DATE DESCRIPTION E): XX C) ai E co Z 0 0 0 J 0) 3 T1 O O (0V N i0 0 ti C7 o, REVISIONS 3 d d Q U 0 SLH KDC v DRAWN BY CHECKED BY N 0 N. PFI SUBMITTAL E5 STATUS 0 0 r, 02/26/2018 aV'iIT DATE a _i 17052 EPROJECT NUMBER 0) ....-- N t0 co O N O C6 . 01 m ©2018 OTAK,INC. -o o If this drawing is not 22"x 34",it has been n. reduced/enlarged.Scale accordingly.