The URL can be used to link to this page

Plans (19) S1T2016 - 00024 Fes- > RIVER TERRACE EAST ,.... MULTIFAMILY ° W �{ ui I- RECD IV D o cl)IMPROVEMENT PLANS , CL a) , , FEB 2 7 2013 m 0 w w X=FOR REVIEW / APPROVAL CITYQ iG� D o p c� R=FOR REFERENCE ONLY (NOT PART OF PERMIT; o - WILL NOT BE INCLUDED WITH AS-BUILTS) UIL ?1'G DIV#SlON 0 OREGON . w w I =NOT INCLUDED a)) ill ,-1 i , 1 T1GARD, m CC I 1 r 1DI ,,,,� `6114: : L�� SHEET INDEX: o 4 ,, T=11114 IIIWIa �!■�!!■■�i4,* Apr 1 ®=Fiirrrrll k X X X C 0.0 COVER SHEET 1- 0g 1 El == ..grimm, �' r, r ■■■■■■�■i��r�►'►` � �,, APPLICANT X X X C 0. r. ♦ �.� GENERAL NOTES 11 I I I I I I I1 I�•++If Id. NAME: POLYGON WLH, LLC X X X C 0.2 CITY OF T I CARD GENERAL CONDITIONS Q �, co+rc ■ v Y N "' ■!!!!■►!`+i�� ten CONTACT: CHRIS WALTHER0 f■rrr�a��,Re ■ll�rrI _ II4,1r�+4: MN* ADDRESS: 109 E. I3TH ST. OVERALL PLANS </":" "! �� , �4�p�f. i wank •1 VANCOUVER, WA 98660 X X X C 1 .0 EXISTING CONDITIONS PLAN �� ! V.*, %��♦i�`�� ■�� R X X C 1 .2 COMPOS I TE UT ILLIT Y PLAN C,�� 9 `�•>' 110 PHONE: (503) 312-6213R X R s Q ►�+��` �►'�� ►�� If1111111""`� 1 R X R C 1 .3 OVERALL GRADING PLAN d-w z`o� of r � 4110/ 'IIIH - ® I,1 0 X X R C 1 .4 PRELIMINARY PLAT z 0 ,- o I X11"` �nrlln Illa�ll _� ,,,' � � OWNER R X R C 1 .5 FIRE PROTECTION PLAN o 2�. � A. o. � a�li � ll111�► X111 UMW`:::::1.14...... r,r,lll� -r---- 1 �, ' - a.+t ►.�.:+.� num. - ' L►}. �• .- TAX LOTS 1400 & 140 I : ARBOR ROAD, LLC GRAD I NG PLAN � X �► x .�Y1 �/ Inuui�lrf� =f�jl�■:�NII� 11� �� r�►■ .rte c� w '�""If�l,l� _ _■■r!■ ■S1M■■ ■■� �INIII ! 111 j= �1M11� I X X R C 2.0 SITE LAYOUT A _ ultl = „��#�■ ■■� Illulll 1111111! Inn "` X R C 2. I SITE LAYOUT B Ul11111 LII In ma Ore- uu :111' sus .` �■ Wiwi11111111 �: lllrlli �� X R C 2.2 S 1 TE LAYOUT C 1N1111 minim Inn •1�1�� i► �11111111 111!11 �. no „ ::= _ 111111111 , lil111 \►fir ��1 `11111111 rifting ulll� ��1■21 1!1lo: : lir: torr ♦i ■ 4,4„. ► � 1 Eng 2r„ - f l!lnnu J 40 - rrrr , CIVIL ENGINEER/SURVEYOR/PLANNER/ARCHITECT x R C 2.3 S 1 TE LAYOUT D �iI- fs.1n111= _111111 + � ' x C 2.3A PEDESTRIAN RAMP ENLARGEMENT lgllllhr rA I .. � �111 UMW= p111111 � � 11lGaQ► '• � , a , ginning �1 _11q� _ ilrrrg Amoik .ii A*le 10 SIMI = ►�� 11110Min ' NAME: OTAK INCORPORATED X R R C 2.4 STORMWATER DETENTION BAS I N - 1. *try." I\■ ■o ►► k _ *try."1 .■ 11��,� � � PLANNER: L I ALL I GOOD BLDG A-17051 SW APPLEDALE RD ►.. 3 0 ■■ I ■■ 11111111111 M BLDG B-17182 SW APPLEDALE RD ENG 1 NEER: KYLE CH I LDERS, P.E. DRAINAGE PLAN 1111L: ■■��,1111 ell' �` ARCH ! TECT: BEN BORTOLAllO BLDG C-17124 SW APPLEDALE RD R X C 2.5 LAYOUT A BLDG D-17193 SW APPLEDALE RD ■■■ ■■■r►�l�1111 %1111i�1111�11\� SURVEYOR: MIKE SPELTS, PLS I R X C 2.6 LAYOUT B BLDG E-17137 SW APPLEDALE RD � - rrrrrl rim ;;;; �:�11111111 ■r�� 1� ADDRESS: 808 SW THIRD AVENUE, SU 1 TE 300 R X C 2.7 LAYOUT C .� 1111111 '� BLDG F-17181 SW SNOWDALE ST u•n • II•bits c ! PORTLAND, OR 97204 R X C 2.8 LAYOUT D �n rl w �� IIIIR■�� -r BLDG G-17149 SW SNOWDALE ST 1 P R OJ +��`-:==.►i IMES�1N II • "WO PHONE: (503) 287-6825 I X R R C 2.9 STORM WATER FACILITY OUTFALL BLDG H-17168 SW SNOWDALE ST �■ .r ■■llllf�': �l�■� /1 FAX: (503) 415-2304 BLDG J-17126 SW SNOWDALE ST I ! :��•,+lsr I,,,�! �, TEN I I SITE PLAN ci 11 m X C 3.0 LAYOUT PLANAR Y yr J<i�x1tu X C 3. I LAYOUT PLAN B REVIEWED FOR CODE COMPLIANCE VICINITY MAP TRANSPORTION ENGINEER I X C 3.3 LAYOUT PLAN D 2 LAYOUT PLAN C Approved: t I N.T.S. OTC: ( j NAME: K I TTLESON AND ASSOCIATES, INC. UT I L I TY PLAN Permit#: wci- aDi 11 - (7C ,q CONTACT: JULIA KUHN R XC 4.0 LAYOUT PLAN A Address: . R-1,.{1-, 4y. l � 4 r �_- "�__1 �� ADDRESS: 610 SW ALDER STREET, SUITE 700 I R X C 4. I LAYOUT PLAN B Suite #: � (� �- �__� - PORTLAND, OR 97205 R X C 4.2 LAYOUT PLAN C By: Date: PHONE: 503 228-5230 I R X C 4.3 LAYOUT PLAN D FAX: (503) 273-8169C14 P-7-1 "� :? R IMPROVEMENT DETAILS -/ �- ENVIRONMENTAL CONSULTANT R X C 5. 1 PVT.STREET DETAILS OFFICE COPY E-� -/ -� NAME: ANCHOR QEA RX R X C 5.2 STORM & SEWER DETAILS 1.-----( _,, - / /� X R X C 5.3 STORM STRUCTURES DETAILS --' ,. ,, �. CONTACT: GREG SUMMERS --------- _ ____.Z____ --� ADDRESS: 6650 SE REDWOOD LANE, SUITE 333 X R X C 5.4 MISCELLANEOUS CLEAN WATER SERVICES DETAILS 17-4 __� r., ` , t • PORTLAND, OR 97224 R R X C 5.5 WATER SYSTEM DETAILS -- PHONE: 503 670-- 1108 X X X C 5.6 WATER SYSTEM DETAILS --�--� i.--/_ FAX: 5O3 670- 1128 E^'l LANDSCAPE PLAN VD i. I GEOTECHNICAL ENGINEER x L 1 . 1 LANDSCAPE PLAN L 1 .2 LANDSCAPE PLAN w �,_._.. c-Ni` c-\ �\O NAME: GEODES I GN, 1 NC X L 1 .3 LANDSCAPE PLAN ` S�gS�P �� CONTACT: SHAWN D I MKE, GE, PE X L 1 .4 LANDSCAPE ENLARGED PLANS C ADDRESS: 15575 SW SEQUO I A PARKWAY, SUITE 100 X L 2. 1 PLANTING DETAILS w OZ -- ' i PORTLAND, OR 97224 X L 2.2 LANDSCAPE DETAILS �Y I PHONE: (503) 968-8787 X L 2.3 LANDSCAPE DETAILS W �--, W X L 2.4 LANDSCAPE DETAILS E� a 4 1 X L 2.5 LANDSCAPE DETAILS -- F___ ; ! - L 2.6 PICNIC SHELTER DETAILS 0 3• X 0 o _I _ _I :, r X L 2.7 LANDSCAPE DETA ! LS f 1.1111111..). _ SITE INFORMATION LS I . I WATER QUAL i TY FACILITY LANDSCAPE PLAN 0-• -- I ' ' 1I ' �- CITY OF TIGARD, OREGON X R LS 1 .2 WATER QUALITY FACILITY PLANTING NOTES AND DETAILS w 1-- c; 1 P : a f+; �� =-- 251 W 06, TL 1400 AND 1401 x R LS 1 .3 WATER QUALITY FACILITY PLANTING PLANS [ < w 0 - j ' !: _� R LS 1 .4 WATER QUALITY FACILITY PLANTING DETAILS f E, 5.26 ACRES X E _ co I �j!. ; ! _� _ x R LS 1 .5 WATER QUALITY FACILITY PLANTING NOTES AND DETAILS 00 N. =� `all.iinlllui I �'�"J -- ZONE: R-25PD (RIVER TERRACE COMMUNITY PLAN) x TC I TREE CANOPY AND 501 L VOLUME PLAN ►� l� N;11 Ilugrolllll. j111N�1lIli I _ X TC 2 TREE CANOPY AND S01 L VOLUME PLAN l'--t w 0 ct CI I I-) g o _ nil x TC 3 TREE PRESERVATION AND REMOVAL PLAN ----- \ wR -::: 1 �` EROSION CONTROL PLANS ci ~ 0 Cac z __- 1 GEmoo C24 C) �� X X EC-0.0 COVER SHEET AND GENERAL NOTES ' ORB 1lIIIIII �lIIIIIIIIIIlIiikllli��; EC- I .0 CLEARING AND DEMOL # TION PLAN / ----••- v --_� III X x `t ��VIIIII' lEC-2.0 BU 1 LD I NG CONSTRUCTION 2 i' CALL BEFORE YOU DIGX XEC-3.0 DETAILS �' / ,, f ‘1 X X X `� co �� - - PROJECT 1 -800-332-2344 X X I EC-3. I DETAILS N- Q a� / r� ,...,, z .P ,� „ SITE WALL PLANS p .. /� \ IR % \�, �► X P 4.0 MSE WALL DETAILS Li �), Y~ `� ATTENTION EXCAVATORS: OREGON LAW REQU I RES R x P 4. 1 WALL 1181' AND 11D1' PLAN AND PROFILE Q 1/4_ AN-- 0 COMPLIANCE WITH OAR 952-00 I -00 I 0 THROUGH OAR X P 4.2 WALL "E," '1F," "N" AND X PLAN AND PROFILE \ HanmiGlobal Partner ti 1 II II 1 c-- 952-001 -0090. THESE RULES MAY BE OBTAINED BYX P 4.3 WALL 11C " 1'M11 AND 11W11 PLAN AND PROFILE CCCALLING OREGON UTILITY NOTIFICATION CENTERX X 1P 5.0 DETENTION BASIN FAC IL 1 TY WALLS PLAN AND PROFILE 808 SW 3rd Ave., Ste. 304 g503-232- 1987. CONTRACTOR MUST NOTIFY THE Portland, 4R 97204 WALLS A, R, S I , S2, AND R \ Phone: (503) 287-6825 , CENTER AT LEAST TWO WORK I NG DAYS BEFORE, BUT Fax: (503) 415-2304 -- ', A\ ' _% J c , `,,•~~~ NOT MORE THAN TEN DAYS BEFORE, COMMENCING X S I .0 WATER QUALITY FACILITY C I P STRUCTURAL WALL DETAILS Q www.otalc.com EXCAVAT I ON. CITY OF TIGARD X S I . 1 WATER QUALITY FACILITY CIP STRUCTURAL WALL DETAILS 17857 Cl 7857C000 3 r-siSITE MAP Approved by Planning x S 1 .2 WALL B C I P STRUCTURAL WALL DETAIL Project No. Drawing No. ' N.T.S. Date: ?-z�-1 Q X S I .3 WALL D C I P STRUCTURAL WALL DETAIL 0 S I .4 WALLS E, F AND N C 1 P STRUCTURAL WALL DETAILSC 0 . 0 Initials: Sc X SI .5 WALL M C 1 P STRUCTURAL WALL DETA I L Sheet No. a © Otak, Inc. 2016 GENERAL NOTES GRADING NOTES GENERAL UTILITY NOTES, CONT. I . ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT AND APPLICABLE REGULATIONS, I. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, 10. WYE BRANCH FITTINGS REQUIRED FOR ALL PRIVATE SANITARY AND STORM LATERALS. SPECIFICATIONS, CODES, AND REQUIREMENTS OF WASHINGTON COUNTY, CLEAN WATER SERVICES UNLESS OTHERWISE SHOWN ON THE GRADING PLANS. II. THE UTILITY TAPS TO SERVE THIS PROJECT WILL BE INSPECTED UNDER THE ASSOCIATED R&O 07-20 (CWS), THE OREGON STATE PLUMBING SPECIALTY CODE (UPC), AND THE OREGON PUBLIC IMPROVEMENT WORK. �, STATE STRUCTURAL SPECIALTY CODE (UBC). 2. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH Z CONTOUR LINES SHOWN, UNLESS OTHERWISE NOTED. 12. THE EXCAVATION CONTRACTOR SHALL CALL THE OREGON UTILITY NOTIFICATION CENTER AT i 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN 503-232- 1987 AT LEAST 48 HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE a .7 ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET 3. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE BEGINNING EXCAVATION. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE 0 E APPLICABLE AGENCY REQUIREMENTS AND AS NECESSARY TO PROVIDE A COMPLETED PROJECT. ELEVATIONS UNLESS OTHERWISE NOTED. ALL SURFACES SHALL BE GRADED SMOOTH AND FREE OF OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001 -0010 IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. THROUGH OAR 952-001 -0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO ADMINISTRATIVE CENTER. COMMENCING WORK ON THIS PROJECT. 4. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. - -- 5---- 13. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, tit' 0as M 4. THE CONTRACTOR SHALL KEEP A COPY OF ALL REQUIRED PERMITS AND AN APPROVED SET OF 5. CONTRACTOR TO REMOVE ALL UNSUITABLE MATERIAL, DEBRIS, AND ORGANIC MATERIAL FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. L-- PLANS WITH ALL APPROVED REVISIONS ON THE PROJECT SITE AT ALL TIMES. WITHIN GRADING AND FILL LIMITS PRIOR TO FILL PLACEMENT. NEW FILL MATERIAL SHALL BE BENCHED INTO EXISTING GROUND IN ACCORDANCE WITH RECOMMENDATIONS IN THE w 5. THE EXISTING AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR GEOTECHNICAL REPORT. 14. HYDROSTATIC AND AIR TESTING OF SANITARY LINES, STORM DRAIN LINES, AND MANHOLES SHALL BE CONDUCTED IN ACCORDANCE W/ THE REQUIREMENTS OF THE UNIFORM PLUMBING CODE STRUCTURES SHOWN ON THESE DRAWINGS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC AND CITY OF TIGARD STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED BY THEo 5U RECORDS AND AS-BUILTS. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE FROM THESE 6. THE REMOVAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION WITH THE CONTRACTOR. z o Y RECORDS AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS GEOTECHNICAL ENGINEER. UNSUITABLE MATERIAL SHALL BE DISPOSED OF AS DETERMINED BY ASSUMED BY EITHER THE OWNER OR THE ENGINEER FOR ACCURACY OR COMPLETENESS OF THESE THE GEOTECHNICAL ENGINEER. IF SUCH MATERIAL IS REMOVED FROM THE SITE IT SHALL BE PRIVATE SANITARY Si n iR NOTES LOCATIONS. REMOVED AT THE CONTRACTOR'S SOLE EXPENSE. N. 1. THE ENDS OF SANITARY SERVICE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER ��S- s o 6. THE CONTRACTOR SHALL, PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE 7. THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE MATERIAL FOR ALL FILLS. ALL FILLS EXTENDING A MINIMUM 36" ABOVE THE GROUND WITH THE END PAINTED GREEN. MARK TOTAL �`�� g� \00 AND IN ADJACENT STREETS. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON IN FINISH PAVED AREAS ARE TO BE PLACED IN 8" LIFTS. THE CONTRACTOR SHALL COMPACT LENGTH OF 2"x4" AT EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2"x4" MARKER. o��1 ; g' THIS DRAWING, SHALL BE REPAIRED / REPLACED AT THE CONTRACTOR'S EXPENSE AND TO THE EACH LIFT TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY DETERMINED BY a z w , SATISFACTION OF THE UTILITY OWNER. EXISTING SURFACE FEATURES AND FENCING DAMAGED STANDARD PROCTOR (ASTM D-698) OR EQUIVALENT. SUBGRADE SHALL BE COMPACTED TO A LINE 2. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM 0-3034 (SDR 35) BY CONTRACTOR SHALL BE REPLACED IN KIND TO THE SAT I SFACT I ON OF THE OWNER. ONE FOOT BEYOND EDGE OF PAVING, CURBS, SIDEWALKS AND SIDEWALK EXTENSIONS. INSTALLED IN ACCORDANCE WITH ASTM 0-2321, UNLESS OTHERWISE NOTED. S �' ' ,y 7. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY 8. ANY FILL PLACED IN BUILDING PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE 3. SANITARY SEWER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS 1.94 E uJ WORK. CERTIFIED TO MEET THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING CODE AND OF THE OREGON STATE PLUMBING SPECIALTY CODE (UPC). LINES SHALL BE TESTED AFTER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. COMPACTION REPORTS SHALL BE MADE CONSTRUCTION IS COMPLETED ( INCLUDING SERVICE LATERALS, BACKFILLING, AND COMPACTING ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY AVAILABLE TO THE ENGINEER. OF BASE ROCK) AND THE LINES HAVE BEEN THOROUGHLY CLEANED. NOTIFICATION CENTER. THOSE RULES ARE SET FORTH ON OAR 952-001-0010 THROUGH OAR 952-001-0080. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 9. ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) HORIZONTAL 4. UNLESS OTHERWISE NOTED ON PLANS, LATERALS SHALL BE 4" DIAMETER WITH A MINIMUM 503-232- 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE TO ONE ( I) VERTICAL UNLESS OTHERWISE SHOWN ON THE PLANS OR SPECIFIED IN THE GRADE OF 2.0%. CENTER. GEOTECHNICAL REPORT. 5. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN PAVED OR STRUCTURAL 8. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH UNDERGROUND 10. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR FILL AREAS. MINIMUM COMPACTING IN UNPAVED, NON FILL AREAS IS 90%. COMPACTING IS FACILITIES IN THE PROJECT AREA 24 HOURS BEFORE COMMENCING CONSTRUCTION IN THEIR SHALL ADVISE THE GEOTECHNICAL ENGINEER AND THE CIVIL ENGINEER OF THE CONDITION TO BE PER ASTM D- 1557 UNLESS OTHERWISE NOTED IN GEOTECHNICAL REPORT. VICINITY. FOUND AND COORDINATE CONSTRUCTION ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF 6. PIPE BEDDING CLASS "B", UNLESS OTHERWISE APPROVED. CLASS "B" IS "-O" CRUSHED ROCK 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED THE WATER ENCOUNTERED. 6" UNDER INVERT TO FOOT OVER PIPE. AND OVERHEAD UTILITIES. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY PROVIDER. II. THE CONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED TO 7. CONTRACTOR TO VERIFY INVERT ELEVATIONS OF EXISTING STRUCTURES PRIOR TO MEET WASHINGTON COUNTY REQUIREMENTS, AT THE DEVELOPER'S EXPENSE. TESTS SHALL BE COMMENCING WORK AND NOTIFY THE ENGINEER OF APPARENT DISCREPANCIES WITH 10. THE INSTALLATION OF NEW OR RELOCATION OF EXISTING ELECTRICAL, TELEPHONE, GAS, AND PERFORMED BY A QUALIFIED TESTING AGENCY AND WRITTEN RESULTS SHALL BE PROVIDED TO INFORMATION SHOWN ON THE PLANS. COMPASERVICE Y RV i CE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY THE SHALLPPROPRIATE RECOMPACT THENCY.FILL ANDULD PAY ALL COMPACTION REQUIREMENTS COSTS RELATED CONTRACTOR 0 RTHETOR PRIVATE STORM DRAIN NOTES RECOMPACT I ON. ›"4 I I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF UTILITY TRENCHES, I. THE ENDS OF STORM DRAIN PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"x4" MARKER _,_. CONDUIT, VAULTS, PADS, PEDESTALS, AND UTILITY TRENCH BACKFILL IN ACCORDANCE WITH 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, EXTENDING A�� MINIMUM E 36" ABOVE THE GROUND WITH THE END PAINTED WHITE. MARK TOTAL Z 0-4 STANDARD SPECIFICATIONS AND PLANS OF SERVICING UTILITIES (ELECTRICAL, TELEPHONE, GAS, MANHOLES, VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH LENGTH OF 2x4 AT EXPOSED END. ATTACH MAGNETIC TAPE ALONGSIDE THE 2x4 MARKER. ---� AND CABLE). GRADE. STORM DRAIN INLET STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE WITHOUT PONDING. 2. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER-TIGHT JOINTS. 0.4 12. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS ARE FROM A a TOPOGRAPHIC SURVEY. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING 13. RETAINING WALL CONSTRUCTION SHALL CONFORM TO DETAILS INCLUDED WITHIN THE 3. STORM SEWER PIPE, AS NOTED ON PLANS: CONDITIONS AND ELEVATIONS. CONTRACTOR SHALL CONFIRM BENCHMARK LOCATION AND GEOTECHNICAL REPORT. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR ~ ELEVATION WITH SURVEYOR. RETAINING WALL CONSTRUCTION. 4. BACKFILL COMPACTED TO TY NON-STRUCTURAL NOT 95% STRUCTURAL FILL E---4 AREAS. COMPCTONNNPAVEDFIL AREAS 90%. H 13. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE FOR REFERENCE ONLY. THESE PLANS ARE 14. ORGANIC MATERIAL (TREES, BRUSH, ROOTS, STUMPS, ETC) SHALL BE REMOVED FROM THE COMPACTION IS TO BE PER ASTM D- 1557 UNLESS OTHERWISE NOTED IN GEOTECHNICAL UNARY SURVEY PURPOSES. SITE. STRIPPING SHALL GENERALLY BE 2 to 5 INCHES, BUT MAY BE DEEPER IN WOODED AREAS. REPORT. NOT MEANT TO SERVE BOUNDARY UNSUITABLE EXCESS STRIPPINGS SHALL BE DISPOSED OF BY THE CONTRACTOR. P4 ` '� 1 14. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS 5. STORM DRAIN LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF ,.. NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL BE APPROVED BY THE ENGINEER AND GENERAL UTILITY NOTES OREGONTHE STATE PLUMBING SPECIALTY CD (UPC). NLsEFORMNAFER 1 APPLICABLE REGULATORY AGENCY REPRESENTATIVE. CONSTRUCTIONS COMPLETED INCLUDING BACKFILL, COMPACTIOLBROADT I. ALL TRENCHES PARALLEL TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR LINES ARE THOROUGHLY CLEANED. E-4 15. APPROVED EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE BUILDING FOOTING. 6. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF Cn CD REGULATORY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL EQUIPMENT, AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. 2. ALL PIPE AND FITTINGS WITHIN TWO FEET OF A BUILDING SHALL BE OF A TYPE THAT IS APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR AT ONCE. ALLOWED FOR USE WITHIN THE BUILDING. ONE-EIGHTH BEND, ONE SIXTH BEND OR OTHER APPROVED FITTING OF EQUIVALENT SWEEP. 4 ''T':-: 16. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. 3. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT PRIVATE WATER NOTES C Z STREETS SHALL BE PATCHED WITH A.C. COLD TEMPORARY AT ITS UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100' IN TOTAL I. ALL PRIVATE DOMESTIC WATER PIPING SHALL BE INSTALLED BY A LICENSED PLUMBING 0 17. ALL OPEN CUTTING OF EXISTINGE S ( ) DEVELOPED LENGTH, SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100 , OR FRACTION CONTRACTOR AND A LICENSED JOURNEYMAN PLUMBER PER ORS 693.025. 0 *6 OR HOT MIX, AT THE CLOSE OF EACH WORK DAY. TRENCHES SHALL NOT BE LEFT OPEN THEREOF, IN LENGTH OF SUCH PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR W E OVERNIGHT. EACH AGGREGATE HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES. APPROVED 2. CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE E....4 •y Ct 2 MANHOLES MAY BE INSTALLED IN LIEU OF CLEANOUTS WHEN FIRST APPROVED BY THE CONSTRUCTION Fes-- 0 18. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. ADMINISTRATIVE AUTHORITY. THE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES IS 300'. Cri (::4 s CONFORMANCE WITH ALL REGULATIONS I ONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL 3. ALL WATER LINE P IPE SHALL HAVE A MINIMUM OF 36" OF COVER TO FINISH GRADE. BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. EACH CLEANOUT FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN APPROVED TYPE. 4 f...; v) ✓ PLUGS SHALL HAVE RAISED SQUARE HEADS OR APPROVED COUNTERSUNK RECTANGULAR SLOTS. 4. ALL PRIVATE ON-SITE FIRE WATER LINES SHALL BE PVC, AWWA C900, CL- 150, WITH BELL �---i �[ 19. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE COUNTERSUNK CLEANOUT PLUGS SHALL BE INSTALLED WHERE RAISED HEADS MAY CAUSE A AND ELASTOMERICK GASKET, WITH PLAIN END OR DUCTILE IRON FITTIONG, OR CLASS 52 E� CD Q 0 REMOVAL AND/OR ABANDONMENT OF EXISTING UTILITIES OR PROPER FILLING OF THE UTILITIES HAZARD. WHEN A HUBLESS BLIND PLUG IS USED FOR A REQUIRED CLEANOUT, THE COMPLETE CEMENT MORTAR LINED DUCTILE IRON PIPE CONFORMING TO ASTM 536, ANSI A21.5 (AWWA t 1 -- Z 2 (SEPTIC TANKS, LINES, ETC) IF THEY ARE TO REMAIN. IT SHALL ALSO BE THE COUPLING AND PLUG SHALL BE ACCESSIBLE FOR REMOVAL OR REPLACEMENT. C 15 I), AND ANSI A 21- 11 (AWWA C I i I) WITH TYTON JOINTS. FITTINGS SHALL BE CLASS 250 RESPONSIBILITYN OF THE CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER CONFORMING TO ANSI A2 I-4 (AWWA C- 104) AND ANSI A 21- 10 (AWWA C- 110). ALL FIRE _ -J 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS AND REMOVAL OF ANY 5. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION WATERLINES SHALL COMPLY WITH NF 24. i I 0 I EXISTING WATER WELLS. JOINT NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. NO FLEXIBLE LU COMPRESSION J01NT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A 5. ALL TEES, BENDS, AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH A RESTRAINED �� 20. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OFUNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE JOINT SYSTEM (MEGALUG OR APPROVED EQUAL) IN ACCORDANCE WITH THE CITY OF TIGARD = 0 C� 1 THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS MODIFIED BY THE OREGON SMOOTH,E SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT STANDARDS. THRUST BLOCKS ARE NOT TO BE POURED AGAINST ADJACENT UTILITIES. < SUPPLEMENTS. BE ALLOWED ON ANY MANHOLE. I 2 THE CONTRACTOR SHALL SUPPLY ENGINEER WITH A TRAFFIC CONTROL PLAN. 6. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF TIGARD STANDARDS 6 6. ANY EXISTING UTILITIES THAT WILL BE LOCATED UNDER AND WITHIN TWO FEET OF THE AND BE THOROUGHLY FLUSHED AND CHLORINATED, AND POTABLE WATER TESTS SHALL BE 21. THE CONTRACTOR SHALL PROVIDE MAGNETIC TAPE OVER ALL NONMETALLIC UNDERGROUND PROPOSED BUILDING SHALL BE REPLACED WITH PIPE MATERIALS THAT ARE ALLOWED FOR USE APPROVED BY CITY OF TIGARD PRIOR TO ANY METERED SERVICE HOOK-UP. i``*- 0 a P PRIVATE STORM DRAINS, WATERLINES, AND SANITARY SEWERS. (OR AS SPECIFIED BY LOCAL WITHIN THE BUILDING. TESTS AND INSPECTIONS ARE REQUIRED PRIOR TO COVERING. AGENCY). 7. PRIVATE WATER LINES SHALL BE PRESSURE TESTED PER CITY OF TIGARD STANDARDS PRIOR - Ez I --AMIE g 7. PRIOR TO BUILDING DEMOLITION: EVERY ABANDONED BUILDING SEWER, OR PART THEREOF, TO FINAL ACCEPTANCE. C .:, 22. A PRE-CONSTRUCTION CONFERENCE WITH CONTRACTOR, ENGINEER, OWNER, AND GOVERNING SHALL BE PLUGGED OR CAPPED IN AN APPROVED MANNER WITHIN TWO FEET OF THE PROPERTY C\2 -MOW tn JURISDICTION 1S REQUIRED PRIOR TO STARTING THIS PROJECT. LINE. INSPECTION IS REQUIRED. 8. NO VALVES SHALL BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE CITY OF TIGARD. HanmiGlobal Partner 23. THE CONTRACTOR SHALL SOLELY AND COMPLETELY BE RESPONSIBLE FOR THE CONDITION 8. ABANDONED STORM AND SANITARY SEWERS SHALL BE REMOVED IN THEIR ENTIRETY OR FULLY 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER SEPARATION 808 ST 3rd Ave,, Ste. 300 OF THE JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETYE GROUTED. INSPECTION IS REQUIRED. BETWEEN SANITARY SEWER LINES AND WATER LINES AS REQUIRED BY THE DEPARTMENT OF C Portland, OR 97204 OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY ENVIRONMENTAL QUALITY AND STATE DEPARTMENT OF HEALTH. WATER LINE SHOULD MAINTAIN APhone: (503) 287-6825 AND IS NOT LIMITED TO NORMAL WORKING HOURS. 9. THE DEQ IS OPPOSED TO ANY OIL, GREASE, GASOLINE, ETC. DRAINED INTO ANY SANITARY MIN. OF 18'" 0.0. TO O.D. VERTICAL CLEARANCE FROM SEWER LINE AT ALL TIMES. Fax: (503) 415-2304 SEWER OR STORM SEWER. DEQ WANTS ALL OIL, GASOLINE, GREASE, ETC. TO BE TREATED AS ANY C www.otak.com 24. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR OTHER HAZARDOUS WASTE WITH ON-SITE CONTAINMENT AND REMOVAL BY LICENSED HAZARDOUS 10. STENCIL "W" IN CURB LOCATING WATER METER STOPS. Immil17857 C17857C001 N PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND SHALL AT THEIR WASTE DISPOSAL PROFESSIONALS. THE DEQ MAY ISSUE CITATIONS FOR INTRODUCING OIL, GAS, 47 EXPENSE REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN ETC, INTO A DRAINAGE SYSTEM THAT CONNECTS TO THE SANITARY SEWER OR THE STORM II. WATER LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE REQUIREMENTS OF THE Project No. growing No. OR ADJACENT TO THE JOB SITE WHICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH ARE � SEWER, THE FACT THAT AN 01L/WATER SEPARATOR 1S INSTALLED INLINE WOULD NOT MAKE A OREGON STATE PLUMBING SPECIALTY CODE (UPC). TESTING SHALL BE PERFORMED AFTER C0 DAMAGED OR REMOVED AS A RESULT OF THE CONTRACTOR'S OPERATION. DIFFERENCE. IT IS RECOMMENDED THAT THE DRAINS TO THE OIL/WATER SEPARATOR NOT BE CONSTRUCTION IS COMPLETED INCLUDING BACKFILL, COMPACTION OF BASE ROCK, AND THE • A INSTALLED. LINES ARE THOROUGHLY CLEANED. Sheet No. Otak, Inc. 2016 CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS (CONTINUED) • I. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES y CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO o OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE t 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT 2 TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", US DEPT OF TRANSPORTATION, HOLDERS EXPENSE. FHWA, CURRENT EDITION. 24. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING o 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL 2 SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN -0 CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE. IN ADDITION, THE THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND w0 RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y 0 0 TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE, DEPT. TUALAT I N FIRE AND RESCUE) _ STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). I NCLUDE ACROBAT (***.PDF) 25, AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. FILE AND ONE IIx17 COPY OF AS-BUILTS. oo Y 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE 25. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE _ END WORK.OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION REQUI EDNS BYO THE CITY FOR R SYSTEMREVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY $/___ ,L 9"V 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, z IT � 0 Ci NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER ( .� STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. AGREEMENT NOTE #5). �, 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO 27. THE CITY"S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR did4.1 INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40. 180, WORK IS PERMITTED BETWEEN TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. THE HOURS OF 7:00 AM TO 7:00 PM DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 9:00 AM TO 3:00 PM UNLESS AUTHORIZED BY THE CITY ENG I NEEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 PM AND 9:00 AM UNLESS 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. AUTHORIZED BY THE CITY ENGINEER. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET, UNLESS OTHERWISE APPROVED 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND BY THE CITY ENGINEER. PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. FINAL LIFT OF ASPHALT HAVE BEEN PLACED. II. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS 31 . THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY SAFETY. TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/839-4171) TO C/D >17; ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING.. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED Z 0--4 . 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL (24)/HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. )"; BY THE PERMIT. 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. E"- E ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS ""'I THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK 34. BEFORE PLACEMENT OF ASHPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A (24 PERFORMANCE. PRE-ACCEPTANCE V I DELI INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER ' SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND C/) CJ Z HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ,. Q► ASSURE PROPER FUNCTIONING OF THE FACILITY. I-- 16. =16. THE SPREADING OF MUD OR DEBRIS OR STORAGE MATERIALS OF EQUIPMENT OF ANY KIND p UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE O FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM CIZI 2 N THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON 8 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE OCTOBER 1st OF EACH YEAR DURING THIS THREE (3) YEAR PERIOD, THE DEVELOPER SHALL W < E INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. E-( ix z REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. i•--i 0 Z OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A CI) s WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CW.� 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. W _ 0! GRASS M I X; SHRUBS, FLOWERS, BARK DUST, EX I ST I NG S I GNS, PAVEMENT MARK I NGS, . g MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED, OR REPLACED, WITH LIKE KIND E---4 C d B AND MATERIAL. 1,_., C.7 5 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN i� L . I-- THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC 1--i � 0 � 9- PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT cam- . ..§- ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE p..1 0..1 DRAINAGE CONTROL. 1 = 5 (.-) 5' 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY P NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246- 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. N o a C%9 NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. E Z. 5%-.- 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND CD Alm HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF ANN= NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE ga NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE HanmiGlobal Partner APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL808 SI 3cd Aver �� COORDINATE THE WORK W I TH AFFECTED UTILITY AGENCIES.E Portland, 9720 ci Phone: (5113)) 287-6825 22. A TEMPORARY HARD-SURFACE PATCH (COLD M I X A.C. OR HOT M I X BASE PAV I NG) SHALL BE Fax: (583) 416-2384 # PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, - Q wxw.otak.rom N ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE 1'-i i 7857 C 17857COO1 n PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING N FROM THE PROSECUTION OF THE WORK. Project No. Drawing No. 00 . 2 v Sheet No. a 0) 0tak, Inc. 2018 / / / �� / / / // I / / / �� /- -� DSL 1 OHL _ ! / --3-40-� f OHL `� OHS.__ 1iti WASH E NGTON COUNTY r - f orf 7 � / ` r f / - y EDGE OF, PAVEMENT ' r ' / R I G-tT OF WAY C - r ' cn / h9+00 a f / = _ r �_i., 17100 , f i / / ✓ // ` -i ' i �1NQ /� / I �, t �y_/ I.— ---- --- --- / \ \ 1 - \\ t , i 4 '; / J 16+,6o / / i �C // ,�5 40' 0' 40' 80' 20 '4313r t * I� � WIIIMIMII , _ • / / / • "1N 7 CO r , IE=286.2 ‘ . ` .\\' \ \.N.,v \,... ,1 r�''y '�, 1 SCALE IN FEET a / / �� / C cJ; _ 16 CONC. \. i / 1 p0 / \ __ �� , �\ IE=288.2 •�� ::::: �, `�\x,,12" CMP ` c3; ,12" CHAP IE=302.$ E -5 / // // / i� I `1H / , 18 CONC0110 --_-_______ 0 __` —_ -_� i_ `, V , ~'�� .../ I . IE=278.3/ 5 ___ -_ / _ C- ` - , � xa/ / / CD _ } � _� �� _ - _ - ..� .„ -.. ' �` F.Pp X11-- \ m/ I / ,' ' / / '1i�'v VE�`� / —_ �\ \_ _ . I}t 'r -.- sa�RS,�Y- r� 1 --_ r� : � -r-" ►�• `/ ` f�A� ~ I __. ' ` �V � \ ` N/( / �� I OF QP C' = \ �_ 1281-f." `_ �--'» ''T� . l � \' _ - Q--'�--T Q _I - _ - -.�1- ,1-.6 -,'Ki'7�_ .— x �'_�`�_`- _ U% IE ,� ao -\ ,1sr co>uc , __• �- 1s 5L - / - � ' wi�� ` _ T y �- --”-.-_-. -..,_-__7______ `�' _ E4; / / / / I ' ^h =� IE=276.5 = .r _. 1 . O ' 34(" , f / 1 / // r r C�- �G _ ,�,/' .5\0 , ` _- - - _--� Q 6 cn I l I ::: .2. / ' r _ u{�\� -- --- -�� .+�, / * DEC �/ / /r / �i� � i' c I I / O — 1 / I DEC�� / / , — _ I { / �� .� / ___„---.......s. __ 4 ��„;--r...--r?....::---.7------------~ � e/ O / / / / / / ,j �� 4SIFINGTON COUNTY - Z l I. / j a ��'� —�� „...;-..%-1.:„..,::::--n � r �° I / Ir. / / ,/ // ' '/ ~ _ _ -R_I GHT-OF-WAY _ .__ - - J rJ �/ �ni — _ -` ,,,j,,::__:::::„. ") , I / i I / / f o �'/ _ --320 ----- i / / { ✓ � ' / � / --- "� ,�!%'� / , REMOVE EX GS L INE. / / / / / / / i _r - �F�` S o 1 r - %�,' - CONTRACTOR TO GOOD I NATE 7K N / I / / / .. ,;r` ri( • X • X ;� 9 �.,) • I• /� / ; \ __p� i II, ......;;..3.;� / 5HU OFFi AND REMO AL WITH o © / r / / / / i r' . 4� Z`� �J I / \co / '��'-' / / / / NORTHWEST/ / X ° / / / 1 / I ro ! ' I � I / r.ao - � =%i ' , '� J / / I /o © f __ 1 / l / ! _ � ,- / _ I . ,z" o_ z z,tu � "' U N / 1 / I * \- , ., / ,/ / i / / // / / 1 EX PER[METER o '/ 7_4_i ....„,...„ All) • La, I /' / ! / - ,' �: 1 / �y / / CONDUCTOR ' r m �,�,0 / / ! ',' / ' `; ` 1 / / /wry / Li di i% ,/ � � • /. c�y ,ri t Q . , © , � ,il 1r 2SI 06 ' . LINE. PROTECT e / / 7 7 C l TL 1200 i6 . - , %/'� \ / 1/ / 2S)/ o6/ /' / , .6 z �/ -, � � !� , WASH I NGTON ( / ,` / �.. ,- % ;- - r / r2. 1 r16 ' / T)1 F-40 0 / f �r _ _�.��,,�� / COUNTY ROW /1 I \ I / I I / 1 I �/ f — ,�,F ' PGE © I / �— / � — j / r � SUBSTAT ON rl° , , 1 2S 16 I ,/ I �, �' m v r ' ° / } °/ r rr�- ji.'; \ o ) TL (400 / , . 7, I 2 ,-� I / \ E ) /I + I\ .--‘,.„\\ ,' / ;h' ;' �� l / \} \\ 1 / I) 5 / I / J ) / / J/ /• / ,!� "��12" CPRlimi _ / \ 7 1 / . / ) m. J v • / J i OUTFALL KV I I m f , / I / PINE / IE=325.101 ` \\ \ J CITRACTOR TO REMOVE/ m / / !/ r ,s / F4 \ ` { ALL EX TFEES WITHIN o / / ! m PINE \ 1 \ 1 1 /CO PRO ECT L I M I T / 1 / I 23" X11�� Y ✓ = x--- -330 ,-3___, 1 . .7 0 , / 1// „.„ ,D .,„ \ , „ / . / .. I , CO C9, f PINE—,1----L--7: 1 I J / 13” +� b _ Fwi -�-_ • \ 1 I 4 o 1 / I / / 'z / / PINE IC -- CONTRACTOR _TO-REMOVE C� �--- v w / / / / / } "� / / / 's� ✓{� f / TREES. CON-TRA-CT--'0R'' T� - H 4 \ t �� © o r / I / / ° I �� } II } 1 I / /" / P'N� , ,./ , / COORDINATE TR REMOVAL \ \ \ } / / / t 1 J / 1 ( 0 / I a , , ' / WITH PGE PR I OTO } )1 `_ � ' // J f I ry �`° 7 ° -1- �v I ,l I N IC) ' ! / �/ CONSTR CT I ON I-I-1 9 �� /21 ti 0 N '�"' ,c.; 1131 1, , � r / �� /. �� .� A :\ \ / ` ° I �.t C 1 I l / 4'/_.W�RL rECE 1 ; �r / 1 i l r 1 N 1'49 29'E 797:43' o / r � ,�i%/ 1 P � / 4_71 r3c 1 . 1 t 1 1 } r PROJECT / / ♦-- _ Emi sBOUNDARY_ I 1 1 ' \ \\\' I \ t\ ' — '---- Cip 1 l : � '�. ' . "likir goo J �l J r o E I / n �• W• • • • • • • • • • ( • • • • '. �~ . o / E 1 / o� 71 ) < , I I I j I 1 z/ • Utz I p Z `�+� n, / / m Z 4i; I l z ,•/'- _______ I. ' 1 r', Z 3 • • • • • • • y • • • • IJfrik ' ~ ��o ) 2S1 0. , l -I 1J r I f t + �� ci � o . . . , , /WETLAND' / 0 J 1 411• } TL 1 / I 1 1 I9 I— s LV ; f l \ 1 \ f 0 1 ) I I •1 / i 1 � I 1 f (o r I� I ' U 1 ..� Q Z .� : : : o o ` 1 ` / ff I 1 1 1 I 1c \ fi ` I� a �-y 0 121 to • cizi I • LEGEND �• ' 0 . a \ W z} l oi INF". , Q a ';Y 1--- !( A \ / 1 4 E2 'f`1� PROPERTY LINE < 1. _ I co PROJECT BOUNDARY • ■ ■ ■ P 0 CONTOUR LINES (2`) _ -7°a- "' 0 Z DEMOLISH AND REMOVE EX I ST i NG HOUSE/RESIDENCE .. .. ,� ..... _,-, . . . . (n Cd) (UNDER SEPARATE PERMIT). WETLAND LIMIT 1--ii - — P4 C.) w c.) DEMOLISH AND REMOVE EXISTING BARN/OUT CAUTION!! VEGETATED CORRIDOR (VC) I co BUILDING. LOCATION OF EXISTING UTILITES ON THESE PLANS ARE 2 APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR FENCE o 0 Co) REMOVE EXIST 1 NG FENCE AND DISPOSE OFFSITE. PRIOR TO ION. PAVED EDGE N Cil r 4O REMOVE ASPHALT SURFACE AND DISPOSE OFF I STE. STRIPING - - '� z Cat O REMOVE EX I ST I NG CONCRETE AND 0 I SPOSE OFFS I TE. OVERHEAD L I NE oHL OHL A .v" OEX POWER POLE TO BE RELOCATED CONTRACTOR TO UTILITY POLE \ COORDINATE POLE RELOCATION WITH PGE HanmiGlobal Partner GUY W!RE ANCHOR 806 SW 3rd Ave,, Ste. 300 E 0, NOTE: STORM CULVERT = = Phone: (503) 287-6825 Portland, OR 97204 N (503) 415-2304 PRIOR TO ANY LAND DISTURBING ACT I V I T I ES, ALL PRE SIGN a Fax: ! CONSTRUCTION EROSION CONTROL MEASURES SHALL BE IN Q www.otak.com 4111 N PLACE PER THE APPROVED 1200-C PLAN SET. TREE �"1 17857 C17857C100 a Project No. Drawing No. N V REMOVE TREE 4:11° C 1 • 0 r 7�� Sheet No. ate. 00tak Inc. 2016 I t ' .- QHL OHL F-b? — -� _ — o __f - '1H0� a OHL 0�#L OHL clz`-' _ 1410' ° A I -- -‘‘.3,0EXISTkNG EDGE / 40' 0' 40' 80' a EXIST4i1G E4GE l -- o • - - OE pAVr�_ - OF PAVEMENT == Z 0 'NHp �- SCALE IN FEET o �_ ---------1. .-_. -• _ -. EXISTLNG EGGS a EXISTING EDGE - U OF P ~ ."7.:1—________.'N--132.39.39:4E1 a PAVEMENT EXISTING EDGE OF pAVEM>~N-_.---- - xr; 288.87 - :..r - V. N2`39'39" _. 54.47' L -WOOF "FTVEMENT R�10g6.89 L=_ ------- f_ _ �i. 15.16'51" RETAINING555y}5 ,e,ti .L + ` ti _ c — o 0 - Q= WA 1 x:_ - — i `� _ r TRACT -- ,_,. o �� ;r •f �,� �; EASMNT 11 14E F --- - 1('"-' -- _,- i ,- - . C f n. . :' - - - _ � � �� S o PLAYGROUND — . � -� ---= --._ 9 \ -00 / �/ ,1Hp�� i- = I ■ BLDG H ,terSW ROY ROGERS ROADWAY1 z c� N WIDENING IMPROVEMENTS 12 UPHILL .41• PLEX C0 w TRASH TRASH (BY OTHERS) a {' O. �; i _,.r.,,----"-->-;---- ENCLOSURE i��) ENCLOSURE 1 1 ■ I I 7 CO i (1 „� Q 38 --, 7 ,r,,,,, , -7, J 1 ..r.,--- E o '00 .. : �.�,o I •, �I BLDG D I� C 9 L■ I cI / 12 DOWNHIL 10 P �► / ,- ,`�,0 • �� ♦;♦ / I;, 1 �• PLEX L !i C ■ ACCES ELIC r- r- --■ C ESMT Q TRASH Q�'�' ♦ ♦ I I BLDG F I ENCLOSURE G F. �� I .," 0 w , �� ,, BLDG B ■ C 21 DOWNHILL ;, Hal ��5��F- . h l 22 UPHILL PLEX i■ C PLEX I I ��`i''`'i ; �oF QP � F 1 w ~ '■ S l!I,y■■E,Iyu'�i r11a." DETENTION L - ■_ 13' 13 ;,,�,,,, ,_ .1;.;.;. .1 , .. 1 lbw • ,- POND C ■ , ;�,, ,�,� �■�� ' ,;,1,' ,�. 13 1 J� 3 1 o x p �V C 5 0 �� `I II 1 yl, Al T a / _ 1. . I 1 0 I 0 i \ - Q C I;III,fi i ,' 11 �0 ` Q CC C l,l rlik 11 k. \ '' .\\,.•• ` Q ■ 13 Jt :; IIi fl G ��J 1H \ \ r!i ' 13' 13' - 6-•• L ;;;;P; 3 C ,,,,,,1 r' _i _rill' 911 I ,,1.1`: 1 i l I;. ;;,;,;I;I ;.I;, SU�STAT 0� o BLDG A ■ ; �;1; '','1'1' \: \�. _ >i - -- - BLDGJ — B ■ ■ �i< �' ;,,, _ f . . 1.. 21 UPHILL P! EX-1N0 y� CLUB HOUSE 7�� .sr�it `�, �� I p �� \ �! II C :Li_ B BLDG E ■ C I ■ r\ i C 12 UP�LL PLEX I 21 DOWNHILLC ! I �� ~� I PLEX C 1 BLDG G . ■ �MONUMENT SIGN � \ � � , . 1 MT.M4 (BY OTHERS •O 1 - -E `I; C II'� 1 12 DOWNHILL I,. �! I� 'i - : C 1 ■ C LEX — I ■ ��' ,1 C �1 ■ ■ L C �' POOL ■�` • :111 C ■ _ 11--=:: ■ C•1 - I d I c • , �I 11 I �� ado ��,o '�'? 4 , C L I I l ■ — - ! I � I c I C N / �' of \ it ,,� 1 ) i I `ir . IshiiI I ) c �' \ \ • 610° \ fi i■ r`�r —r iar. r. r,� V- 1 grief' ■ • ■ra `� Ca 1 �--� \14‘ C�di -- TRACT 'V' PER DOCUMENT '.)('' \ \ :1...:t ' NO. 2017029193, DATED l. • 'ill." : ��o 1 ��" 1 3 Y ■ ■ ■ ■ ■ ■ ii 9 ■ ■ ■ f' , I ��/ 4 / APRIL 12, 2017 ---• . _ I ell off` I \ - Im 7g" -� �. /1 U� if:7(r -wiff..7/ J I\ ' • f ® TRASH i �-- �� ,, PROJECT j I I II / � �� 1 EA ENCLOSURE I I I• ACCESS OVER C • WETLAND. • BOUNDARY .� � � F' � a dI / �, TRACT 1 ■ ENTIRETY EASEMENT PROPOSED z CD ��,P �I�}ll��a ��`1 ��`� U PER DOCUMENT 12' 1 124 II RIVER TERRACE EAST TRACT B i J N0. 2017029193, DATED 1 ■ T, U • : ; : ; . . . . , / ACCESS EASEMENT OVER •MlinIFC c d r �e. APRIL 12, 2017 1 ■ •�--I W E ; / ENTIRETY OF PROPOSED • �� J ��f ■ ��y 1 ,i ,k4 1 Z : ; ; : ; : : : : : : : � RIVER TERRACE EAST TRACT A M--I F--�—� 0 z • SW 169TH AVENUE / Q 3 •.� (BY OTHERS) Cl)0 1 M1 in LEGEND L.L. SITE w r-1 � EXISTING PROPOSED EXISTING PROPOSED r� W RIGHT OF WAY - - - - p.....4 > cii L. I cci � v o CENTERLINE - PARKING COUNT VISUAL CLEARANCE AREA cc BUILDING PARKING: PROPERTY LINE - - -- - n ,_ 2 co GARAGE 64 v ,.. ij DRIVEWAY 68iN- a EASEMENT LINE ._ - - - - - - - z C9 -cC ot ADA (GARAGE) 4 STANDARD CURB C J SUBTOTAL 136 RETAINING WALL - � � � � � � � � � � HanmiGlobal Partner 204 c ON-STREET PARKING: , . _ 808 SW 3rd Ave., Ste. 300 SIDEWALK E COMPACT 52 Phone: (503) 287-6825N Portland, OR STANDARD 46 ADA PATHWAY ■ ■� ■ •■ r■ ■� ■� ■ a ■ i■ ■ Fax: (503) 415-2304 C www.atak.com Lo ADA TEMPORARY AC • 17857 C17857C101 i - N. SUBTOTAL 101 PEDESTRIAN PATHWAY C 11 c.; Project No. Drawing No. Q 0 TOTAL PARKING 237 Z Sheet No. • a° © Otak, Inc. 2016 LJ z J EX WASHINGTON _ . - -- - -- _ ic COUNTY \_. - � OHL - oRIGHT-OF-WAY _ - Hi 0---- d c lH0 15 o ------------ - -. Z CC CD SHO 2 �No -- EX WASHINGTON 40' 0' 40' 80' o a o C r C 01}P4TI z Im NM o in R/W TO BE DEDICATED RIGHT-OF--WAY 5 ` TO WASHINGTON SCALE IN FEET CC a - In r - ' • COUNTY 10' TRACT/ - \, ` TRASH PUBLIC a Y UTILITY ESMT p m U .. ENCLOSURE x+,- LI) a) .c �( CeftSVtip �llini / `�Kti crl �� - _ RETAINING WALL ` '� X_. - - - - _ a 6 N0 CAUTIO I GAS — `� LINE TO BE . � '~ ~ �" . �"' L - Js PROTECTED IN � - - .• • , 2 CD E -10111111111r - - - � rQ _ 'I _ � �� rr 1 z a o SW ROY ROGERS ROADWAY '14, p as• !'. ` NJ , _�_ r� > - SS 1.---4---1 -- �_ 1 ; I ` �\�\ S o WIDENING IMPROVEMENTS f �� .♦♦ c'S;.1..,.�� , i I I J CV BLDG H �I x �O,,, ‘9, \"-0 (BY OTHERS} a ♦I'll �� C 12 UPHILL PLEX I _ C Q x o �u , o ,4 J• . '' 10' PUBLIC I Cll z r, o ri = N 1� 7 WASHINGTON ON COUNTY PLAYGROUND • C ACCESS • J i c� ,OP ,f, o- • RIGHT-OF-WAY L BLDG D ♦ C rEASEMENT I CQ ti .� o Q Q' cri F"'I �` �'•♦ �� r1 / f ► - 12 DOWNHILL Cj .• .`}�- • 1 fJ,�� cGC) �•♦• • ---,�I TRASH i , PLEX -FiC -.-:- J• I L Q /�3� eL w2 ' '..- ., /' 0 s die i / ENCLOSURE j — I c, x • - ••soy••1" - F ---. _1 ___, 1 2..,,-- • .a V . C I 1 „J .!. ( ro_to t — r, • a NI , — 11: ---, \illy '..,,,„..--"----------A0It , �I , , I f' I!, _J - L ', , C -, r• Q C O 1_� ` l =V r -• � ��TR&SH �� DETENTION POND 1 r Q 11 • ENCLOSURE 0----- --. F ��p '' Q C ______10_,,..... ` C BLDG F I ' <.��. ti �a Lia On .,.; "IP 11 LEr C Q BLDG B Q- - 21 DOWNHILL Q 3 Q' 22 UPHILL PLEX ! C ; • a:-. ,,;, PLEX 'y �i \ V: ' w (4. 14116. , '' I i / ...0 0 • © r /� 4 Q I BLDG J — Q x PGE %• Q `� \ ■ r CLUB DHOUSE I Q 4,. C 0 i1 1 CI '�'�-i� J 21 UPHILL PLEX Q SUBSTATION y g► Q . - • 0, 1:- !Aim �I J 21 DOWNHILL ��\ ,- - - _ BLDG E i r __ = Q -% ...` ® PLEX + J ! i. PGE GROUNDING % c ,,1 € Q C Q GRID v ■ �.;. I Q C I —� I I f---� _ i c ______L INSTALL4 \ \ 1 • C CI I C x \ IRRIGATION METER \ , ' -E- 0!,!.!;;;;;' C �--'_ Q I 1 . CQ x x FOR POND \ ` \� ;; ';I _ , w. I . IT �n - • ■ } BLDGJ 1 ,- J �' \ POOL _ :iii , i a - € BLDG •C • Q C G I h I M--'--� \. ,, ! C 1 ILL PLEX1 DOWNHILL I � 4 • Q C a .Q \\\\ f 111 E;•,;;,,., 2 UPHILL g2 J 12 LI DO EX �' I t: I LI., • . - :/V/ F • ' p . • 7 '.' ,ii 1_ _ _ _ ir.;:eariJil -c-i : vrA Cip Ln Li / \ - �r so • '.� I Fw rw 4, . DI Iii \ e € r. . • 1 (Ii +',• • Ci TRACT 'V PER DOCUMENT 1 ! �" iv "~� € s-r - SS T {� ��j�� N0. 2017029193, DATED �_. INSTALL �� -�-� �� _ 41011.,- �" APRIL 12, 2017 . ' IRRIGATION METER �� -�- r� O TRASH / ! - ;Li C 1 p I i / • i PROPERTY ENCLOSURE WTLANR p I EXISTING FIRE HYDRANT l' LINE j I I . ' ` . , , ' , 1 �� PROJECT I r -i l W / CONNECT TO EX ° �� '��a�� BOUNDARY I ACCESS EASEMENfT OVER !�! • • • • • • , • , , • • • , • • CAP 8" WATER SEWER LATERAL i CiLIPPF VEL g n in 7RACr 'U' PER DOCUMENT ENTIRETY OF PROPOSED / LATERAL AT MAIN �e �� N0. 2017029193, DATED 1 RIVER TERRACE EAST TRACT B Z Z •- ACCESS EASEMENT OVER i 1Jil] ig �1N) APRIL 12, 2017 ' DCDA I ' TAP EXISTING WfR LINE. PO N ENTIRETY OF PROPOSED J ! �dDCVA COORDINATE WET TAP WITH . ' ' ' • • • • • • ' ' ' • • • / \ II RIVER TERRACE EAST TRACT A 12 ii 1 ii R I CITY OF TIGARD WATER DEPT. NI2L Z I I 1 �` EXlSTIN W F� 0 LEGEND GFH. O WATER [^�– , a w a EXISTING PROPOSED $ of +ss��© xss xss- xss— xss xss © Xss xss s_ METER :-- ' 4.\,!\_)- ,�, 0 usx xss- asx usx USX o asx �, x ax T EXISTING WTR LINE xss xss s PUBLIC STORM LINE ST SD 311 1TH py D a O 4 O asx NSTALL GATE _ - xss 1 _ � � USX asX -XS ^ � -05� X5S X55- OT1�E1 VAEV�L C ci STORM MANHOLE Q Qsx w LJ w- ---- w �0, a''` - asx I W w – w — an M M �„ �, A INSTALL �TE VANE: – usx USX asx -- '� STORM CATCH BASIN 71 � ----.N --- - _ t - CO IIATtEWET TAP WIN °° Z CITY TIGARD WATER DEPT. ---- M M M JJ `Q � � � i 0 0 • STORM CLEANOUT GENERAL UTILITY NOTES —._� rr<1� w 0 s PUBLIC SANITARY LINE SA - — SS 1. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE M _4 /114 i AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. 0 SANITARY MANHOLE 0 C:4 U U • SANITARY CLEANOUT 0 2. FOR HORIZONTAL AND VERTICAL INFORMATION SEE UTILITY CAUTION!! LOCATION OF EX UT1LMES LAYOUT SHEETS. ON THESE PLANS ARE APPROXIMATE PUBLIC WATER LINE WA W AND SHALL BE VERIFIED PRIOR TO ^ cm 0 3. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITIES CONSTRUCTION I 0 a = P PRIVATE DOMESTIC DV PRIOR TO CONSTRUCTION OR EXCAVATION. C z I PRIVATE FIRE WATER LINE FW 4. FIRE DEPARTMENT CONNECTIONS ARE TO BE BUILDING t•--I MOUNTED PER PLUMBING PLANS. • WATER VALVE 0 Q WATER BLOWOFF 9 5. ALL ONSITE PRIVATE TRAPPED CATCH BASINS ARE TO BE N LYNCH TYPE CATCH BASINS. \ HanmiGlobal Partner FIRE HYDRANT AL Ste. 300 6. ALL PRIVATE FIRE HYDRANTS SHALL BE RED IN COLOR. Portland, t3rd Ave.,and, OR 9 9720044 T"I Po7 POWER CONDUIT c\IPhone: (503) 287-6825 • ELECTRIC LINE OVH Fax: (503) 415-2304 i www.otak.com 03 STREET LIGHT - '--0- -a 0 N 17857 C17857C102 0 g WATER METER Project No. Drawing No. N 2 • GAS LINE - G C 1 • Sheet No. 16 TELEPHONE LINE T - © Otak, Inc. 2016 f WA CO - _--- - R/W OHL OHL `` - - OH—L _ w _ _ --__- o 7..28937 _ _._ 13 dOHL OHLa�rr�IHOr ozw S'1H r - SCALE IN FEET 6_ ', - ^ w RETAINING WALL cl R/W DEDICATION - - .. S!I— E vaSD SD TO WA CO >r p �u \(VARIES) - 0°dS /r, p WA CD .. SIS+rtS asANO O g' �� _I _ N2 � 39 E T64,47 _` 7R/w Ld cn• RAY R a5 R=}OS58 � �_ �1 ' .., _- a B u) / ____. 3� - -- ,X1516 tit � �� _ = 1 1 x` _ - �Na - � �_ - —I r _ o •" I� — — _ — ,I ii■ — --� — Z o CO • rily SW ROY ROGERS ROADWAY 0 / I Na moi' �' `1111111.1111.11.:iivo___ \ ✓ M I l 1 " la Q-tZ1/4O, WIDENING IMPROVEMENTS �`�'''' .:'.:--;/---...' bs - �� PLAYGROUND � • ' - � /' ri-----1:: :____ ■ 1 I -• BLpG �{ _ I � W � o �' � `V�i1 x x n_ z 0 raj! c�(BY OTHERS) / \ iITRASHy : 1 2 UPHILL PLEX I �, v�/� ENCLOSURE ' - 1 u , e I TRASH . �� o ,to crros TRASH — ' ' ENCLOSURE �Q �� PUBLIC FLOW ENCLOSURE I� . ✓ BLDG D I � � ., a CP"' CNTRL MH� ��`'�#� .`�\j. ` / N 12 DOWNHILL 1 • C� . 1 ,�� +x ! ' I '�� L I BLDG F f x <oodeee , , / 21 DOWNHILL -1 / .� —,.� PLEX• _ � �;��I, �� ,�' ---- ----� � BLDG B j_. . �.` � III � I �4,--; 22 UPHILL PLEX ` r''j L- 7'.. DETENTION "- / 1 L.1"r' --,.. `; „., r=, ,=1• 4 ;',,x, ::f \ �` 1 do*. 10111 reotV 1- POND , • . Qc - e III" i rr . I;1;,, O x r : ��0 .JI `• . / WATER '♦ �, �� h. L ' 7 i*.:!,!: L ;;+:, ,; =f '1` z )01,, Z . • ., < QUALITY MH I qg /� 7 . i. I•r_.,- ,1)_ \/ . '1i.' '-'� — i - - - i; Q ---ini*,-141\ GS 266 , ' ,I- ......‘ 1 \ ` �D 1 .....,, ork, \,\,, , i. / .NN- _ N I \ I I I G / --\\A0 .--- feli - '� � � • is I. i _ „, I. / PGE D. ma 0 SUBSTATION d� BLDG A ;.,.1.1... ' \ -��,''v �'llO ,' CLUB IAil o_ _•`:} , 1il l`;1;1' I I cn 0:::,1 1;`\mr / iii / i .' - 1 ...,,t , i'' I. HOUSE �`[,` 1111 • \ I o ��Jf 8„ �/ i _!::.._ .■ pe MO •■ ' ' .. Ie I I BLDG J / .-\N �_ C¢ �-yO 400411,4,(/ ,1 \ ',f •— l BLDG G 1 i 21 UPHILL PLEXr; i ..111Cf —1/ ) . Go�� r. I`� /' BLDG C -■I BLDG E 12 DOWNHILL )\ I { I�i �i`N _ eR 12 UPHILL PLEX 21 DOWNHILL PLEX I '�= C V411 `�►► �' ;= PLEX +■ �, 1 al .L. :.!: ca.1-' g ,. ._ 276 m*. .�� 5� GS 1 jij1 71,..--_, 1 1 1 ____4_ x x x - . 7 \ l G\ 1' \, OOL h �� . an \ 1 .. . I) I4 ' �� `I , r L-1 \ - TiI raihi !il 1, mrp5rij IF s' - . 4- . o `<y \ `�1 �, - 4 1o� 1 . MSE RETAINING cy ID Q o \ I~ ). �. I / ^� ._k mo- I-�--I o �, / \ \ .. a i _,.7 .f., '-- - WALL ci Li 7 \ 282 \ N \ c 011-:?_. �1 ` d' SD �� i E �' Ar—>� 1 Q — „ ; I 7 *0' notwaii-arNi / Itt '17\' 1 +. I l y104 P TRACT V PER DOCUMENT E �: . .) i ;841 /1r .- `� � � ,i I + , \ -�� N0. 2017029193, DATED Cfp CD I� t i��. ...,� r1• a / ;/ APRIL 12, 20171 • . . . . . . . . . . . ) \. . . . ' . . ' . �� l / { 1I I I ! -7"----- r -�-- � TRASH � ' /,- --/ 7, H; 1 �� 1 `` . . . / II / ENCLOSURE �' 1- : t ~ -- - 1 WETLAND 41114,/ I 1 I i ' l f l i f �=� _� ` _ - - 11 `� I J I ,�' �� !I`1: �� ° a d PROJECT 1 1 / :___ _ 3 ./r- . // 1 1 I / �� I / / r / J I 1 .�,, BOUNDARY l I 1 / r / / / / 1 / O \ \ / �Bs� �' I ! It � P � �]] � � � � 1 I I / / '� l 1 I J J l , w z \ \ / I �`� ; ��' � dl �,�� `�� r ! 1 / I1:'/N_OVER ACCESS EASEMENT f l � , O Z / \ \ ACCESS EASEMENT OVER l ,. , -_ a TRACT U PER DOCUMENT,I I I ENTIRETY OF 1 / // W r / \ 1 '' + ENTIRETY OF PROPOSED RIVER J �Q� �� , �� / NO. 2017029193, DATED J 322' PROPOSED RIVER I II /l / / . . • 1 \\ TERRACE EAST TRACT A APRIL 12 2017 , cfpN . ' . r \ \ / 1 / / 1 I J / TERRACE EAST TRACT B 1 J / ~ F�--� O \ \\ i Nr:D f 1 I 1 I , / 1 11 1 W Q \ \ l - 1 ' "' �.. _ / 8W 189TH AVENUE 11 / _ / ! 1 I 1 / H CD Iz U I, 1 1 '� I 1 `� 1` I 1 \ \ 41 \ (BYOTHERS) -- - � •- / II I it // i '111 F-- C� \ I \ i \ Lor- i ' 1 h-- o a LEGEND �-+ EXISTING 2' CONTOUR GENERAL NOTES v o I co EXISTING 10' CONTOUR — —370— — 1. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE PROPOSED 2' CONTOUR AND CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. °' BASED ON OUR REVIEW, THE GRADING PLANS ARE IN ACCORDANCE WITH a 0 co PROPOSED 10' CONTOUR 37C OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHALL BE (A E 2. FOR PRECISE GRADING AND GRADING DETAILS/SECTIONS SEE CONDUCTED AS DESCRIBED IN THE REPORT OF GEOTECHNICAL r-1 z cu PROPOSED RETAINING WALL - - - mi - - - - - - GRADING LAYOUT SHEETS. ENGINEERING SERVICES AREA 3 EAST RIVER TERRACE CONDOS DATED CD DECEMBER 13, 2016. RETAINING WALLS SHOULD BE DESIGNED AND g 3. FOR RETAINING WALL LAYOUT, PROFILES AND DETAILS SEE WALL CONSTRUCTED IN ACCORDANCE WITH THE DESIGN MEMO C\ NLET PROTECTION SHEETS. "ADDITIONAL/UPDATED RETAINING WALL DESIGN RECOMMENDATIONS; AREA FFE= APPROX. FINISHED FLOOR ELEVATION 3-EAST RIVER TERRACE CONDOS" FOR THE SITE. HanmiGlobal Partner 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED CO DRAINAGE FLOW DIRECTION ARROWS F FINISHED SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. ALL BY. Reed Kistler, P.E. 808 SW 3rd Ave,, Ste. 300 ESURFACES SHALL BE GRADED SMOOTH AND FREE OF GEODE5IGN, INC C\? Portland, OR 97204 09CUT/FILL /1 IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. \ Phone: (503) 287-6825 : Fax: (503) 415-2304 00 1 5. REFER TO GEOTECHNICAL REPORT AND GEOTECHNICAL ENGINEERING Q www.otak.com ANALYSIS LOCK AND LOAD RETAINING WALLS PREPARED BY - 1 17857 C 17857C 103 N HARDMAN GEOTECHNICAL SERVICES INC. DATED MARCH 25, AND us N AUGUST 12, 2016, RESPECTIVELY, FOR ADDITIONAL STRUCTURAL Project No. Drawing No. AND COMPACTION REQUIREMENTS. C 1 • 3 0 .6 Sheet No. a © Otak, Inc. 2016 a ci i ii m I z 7 ' t Li)w (73 40' 0' 40' 80' 0 o WASHINGTON == Z — - - -- - 7- - COUNTYR/W o FEET SCALE IN — • ` — - -5 o `___. -------- , SW ROY ROGERS RD " a r ---------- - ti— ROG RS C SW ROY -- cn Q ocn - o 476.270' 0 632 cn Sr 04' 13.1007"W c R�1131' ¢ z m _6 1 1'\3,E > 0 0 L- ,D 32 25�� — L-289.87' _ �� N2'39'39"E 164.47' WASHINGTON R`1086.89' ...N. COUNTY R/W n p--15'16'S1� _. -- -- , — — 5�� S& a R/W �.� ` 9 ` _________:..............z i azL - r •-•--- ‘... ..(3 o W....- / ,... _ _____ q . ._ O 1 / 1 // 1 WASHINGTON / \ COUNTY ROW / I 1 co 2S1 06 SW APPLEDALE ROAD '�� r-- 10' WIDE PEDESTRIAN • �� ACCESS EA5MENT G TL 1200 ...---".-----? "---'--------'''''''. ,7:\ ( i APART) CO I M 7 r."4CI) immil 1 / PGE z ~ 2S1 06 I c: SUBSTATION 06 \ 2S1 06 co TL 1401 1 1 1 TL 1400 \ oo \� TL 1400 I 6• �t, 10-- 11 \\\ P��)SC-�_ V I\ I I ci \ \ \,‘opo �oF I H — 1 ` I .\oCGP�O �, \ Li I 1 \ / \� \\ 1 I 7) CiD - \ TRACT 'V' PER SURVEY !� / \ ,, \ I PROPERTY I \\ N0. 2017029193, N \\ 1 TRACT U PER DOCUMENT \ \ DATED APRIL 12, 2017 124 LINE NO. 2017029193, \ DATED APRIL 12, 2017 \>\ \ Q ._. �o i 1N1'49'2 , __ W o . . . . . . . , , , , , ____..... . . . a.... " " . " " " , , , " " .� 9E 797.43 1..1 Con) 0 }� 1 As ACCESS EASEMENT OVER f1 ' i i �� 1 -�� ,r r 1 J + 1 1 i E._ w z : ; , ; : : , ; - : • : • : • : • : • : , : • : . : : : . : : : . : / / \ ENTIRETY OF PROPOSED 1 I I 1 II I C-y � AEAST TRACT A 1 P+ p ,dRAST I a RIVER TERRACE C a a r r I,d I -I PROJECT 1 1I I I / ..52:\I 4 1 ` �a P��inn 1 i BOUNDARY 1 � 1 W O- • : • : • : . : • : • : / r � � f \! . it 1l!--•---50.00'4-4.-IACCESS EASEMENT OVER II Q � ��d �..a�� J�! I l I ENTIRETY OF PROPOSED J I r / j ! i I 1 II RIVER TERRACE EAST TRACT B I— Q / I ' j I 1 1 I I � � Z ` 1 \ ___------ �� -- - _ _ SW 169TH' AVENUE iiiiiCK ` r — Cy (BY OTHERS) — — I — — U N. CO n rn co a E....4' o oa ; u LEGEND p C\I SITE EXISTING/FUTURE PROPOSED PROJECT COORDINATES AND ELEVATIONS: RIGHT OF WAY — — — — 808 CO SW and Ave.Global Partner E. COORDINATES ARE OREGON STATE PLANE, NORTH — — 8o8 tPortland, OR 97 97, Ste. 0304 CENTER LINE C9 204 $ ZONE NAD83(2011) Phone: (503) 287-6825 - 2010.00. SCALED TO GROUND ABOUT 0,0 BY Fax: (503) 415-2304 SF=0.9998920209 CALCULATED AT POINT #217 LOT LINE — — — — Cr www.otak.corn Ei N EASEMENT LINE - - I--4 17857 C17857C104 ELEVATIONS ARE NGVD29 BASED ON WAHINGTON Project No. Drawing No. N COUNTY BENCH MARK #107. ELEV.=306.552. 0 C 1 . 4 ii UNITS IN INTERNATIONAL FEET. Sheet No. a. ©Otak, Inc. 2018 I t zLn WASHINGTON COUNTY • - ~ • - - � - - - - • RIGHT-OF-WAY-\.... - - - ' - ' -- p 0 0 Lu w ,------- � 40' 0' 40' 80' o To. _ z �` SCALE IN FEET o �, 0 0 ..as W eL _cas = _ = o _ _ 5D tt�'rft) as .� WASHINGTON C NUO TY/ / �r as - 1 4 z _.... IMMb 11; -�L _,1 � t ` - RIGHT`OF-WAY © .---� ��'` RETAINING WALL 0 a/ ice~ - —�� r - _ _ - - L U ` - C 1 --L--,---,,,, .. �•} ! :rte--- - ■t r•Am SW ROY ROGERS ROADWAY EHP :'_ 1--i- .••:... 1EL, v> WIDENING IMPROVEMENTS / 4Sal. PLAYGROUND i ` ; • ; : �° ", C I I BLDG H - 4, W Z °c� O� ,�, NOTA PART i ••• ;:.).......:.. TRASH • • C I _ 12 UPHILI, PLEX _ �' X x z "��' Ni - • - ) ENCLOSURE �" I I i • CryD o oce ....•;•••'' 'TRASH = C -, f'- „l 2b o o' Gi �� ct ♦♦♦ NCLOSU` ` / j • I C 1 �� : : : :: C� �� ><- lb- GO ♦ /� '% I _ �� a • _.177--- 11 e, D / ` +*yam 'mac ♦♦ s I �+ I = BLDG D •a C : _ D ♦ I/ = 12 DOW --' _ 's x • ♦♦ • • /f 1 i DOWNHILL C • ,:••:•••••••:•:: :: - 10 PUBLIC = D / ♦ PLEX �-, `r ACCESS ESMT • • TRASH / ♦•• __ . �' A. I �� - = BLDG F ::�: DENCLOSURE ♦ w BLDG B r , �1 C =: 21 DOWNHILL 301.1. ' � 4.6„ ♦ HILL P , L ;1,,; i• Sp 22 UP LEX i C , - FLEX 1 ,;,,fc �'y l II '', ,;!..... ,{; :� • DETENTION t� - ,;,f, � 'POND { a ,;;;;rj' �_' ry 7•'VeT.e-1.-: il , i ♦' �`_�' '' - _ D .! 1 ;IIII FIRE TRUCK --4 ' ` �, ..---- r FC 1 FC 1 D TURN-AROUND D t \` n1 ;;T' D ';. , _I _ _ �1 I 1 igr: SUBSTATION I .1 ;•:::.te.....:>' _ — '� C D ,11,1,1111 . D TION BLDG A j;ll I;i;l il;i+I` _ .�� ,1j,::1....... :::::::::::::: : _ , � .ji,�. ), 111,01-% ! IIlIair1�'LUB '� I+IliHOUSEr::::.: - BLDG J .- D \,0 I.R• x ® •..l .1 - -' ` F•Y' ' :` I 4 1 21 UPHILL PLEX D t. :,f ` _ ‘' �‘ \\ 1 l• - I - - C I j = BLDG E • D ? . p�1 \ : BLDG C C k=:::: . D G \ \ _ '' ;�C D� 12 UPHILL _ 21 DOWNHILL C . _ , F..___ cRI :� LL PLEX D - - t j L. PLEX . � r , D \ •: C D C . BLDG G = \ _ '� c D - 12 DOWNHILL L = _ —11 C s r/y D -, PLEX `� . V X Ill - • X \ 1fi C l,l 11 Y,I C D j i ----1 t-:.:-:•::::.: := • """'' P-T-4 I ( . - I -::.- 1. - 111 �. s 1 II I \ WOO 111: ' 111 • - = lL f - L� 1IIIP . 11 cD I • I \ II :t \ POOL . C 1,1,1,1, .. -11, , L- - ': i D \ ,I 1111 ..:1�' i?'i'1 r-L D L I I D 1. - TRASH C FC I = RETAINING J C F� J FC 1 1 I �. WALL LL,CI •V ♦ p Fr 11 ENCLOSURE '' ■.®r L d Ci n E / \ \N`0 9 o I I �' VVV 1 in W O J•r • � C Cl- V . , :�:�r: : :� :•: :� :; :; :•:::�:;:•:•:•:•::�;�-�' 1, :�::.:•::.;;:;�•:•:; :�='•', TRACT-1� -.. PER\ �. 4 DOCUMENT M EN . It � � I .. zo17 ...... ,. :=-: ::•::•::•::•::.:•:: r > 193 .. DATED � r _. . 'r'�,:1 i W /• . ' ,'. \ \ AP ��: � APRIL 12 y: =�;;: 2017 p, cip �N� -::::::::::::.:......\'� '" p` PROPERTY I Ij I �r • ® I LINE STAINING WALL PROJECT j _ :: • 1 I rte, Z / . / �` °'` "'r� �� APiarri a� 6-0 cob11 BOUNDARY I = U� M� Z / Pri-YELL I I i . . . . . . . . . . • . . i (Ad � , , TRACT 'U PER DOCUMENT EX = .. ACCESS EASEMENT OVER ZD o-s ENTIRETY OF PROPOSED N0. I-�--I Mi4 2017 0 29193 DAT . . : . . . . . . . . - - . . . 1 ACCESS EASEMENT OVER �� A - ��RIVER TERRACE EAST TRACT B ...N • APRIL 12 2017 I • Q �, ENTIRETY OF PROPOSED , e� a I I EX FH I _ :::_ .fJ� 1Ji� I I j I W •DGVA i W Z WATER 43 i II d C/D CC L. _ _ _ _ SW 169TH AVENUE [---I+ cn �t --tib: ° _ ~ (BY OTHERS) �" , - W r. I t Lel 4l '~ft i1t —ii (24 U f Ni - - W - - -:tt -,al-- Al l - rn _ SLI o 1.1..1 ~' 0•••104GENERAL NOTES: ci LI_ 1. PRIVATE FIRE HYDRANTS SHALL BE RED IN COLOR 1.1..1 ,n co / I co • a P NFR FIRE ACCESS c0 c.5 111 FC FIRE SPRINKLER CLOSET 0 J FT FIRE ENGINE (STAGING) C9 al FIRE HYDRANT \ HanmiGlobal Partner FDC 808 SW 3rd Ave. Ste. 300 1-1 " "=° ° FIRE ENGINE ACCESS ROUTE Portland, OR 97204 ";:::::' (MIN. 20' WIDE, 28'/48' TURNING RADIUS) Phone: (503) 287-6825 EFax; (503) 415-2304 FIRE APPARATUS AERIAL APPERATUS ACCESS ROUTE www.otaic.com `13 • (MIN. 26' WIDE, 28'/48' TURNING RADIUS, 15' < BLDG. < 30') N HAMMERHEAD TURNAROUND 7857 C 1 7857C 105 N �� (MIN. 20 WIDE, 28'/48 TURNING RADIUS) Project No. Drawing No. W C1 . 5 Sheet No. 0 ci Otak, Inc. 2016 {FF 283.00 � a .___. ` AFF 283.30} { SEE SHEET C Z. 1 ° , sw: 2$3.29 � � Q � � , sw:-287.02 I , , I Tt a �) CW-283.87 1\ � `� � �� SW: :2:4279. - - ' • I• � L -- � ' •. SW: 280.00 _ \ SW: 283.30 SW: 282.89 SW: 283.00 � �� FL: 282.87 � � , � W: 279.87 � 5W: 280II SW: 282.73 II II rSW: 283.00 II SW: 283.30 � I . � TC: 286.4�� l S I � I I � 1 1 ,� � � �, .� ', 1 r SLW: ' � � V FL: 282.29_ ' � o �` v �.� 5W: 03 L - J TC=SW:282.63 I _ - .. ° - - a - O - 1 \ • I I \ 15W: 278.7540, SW: 282.92 5W: 282.54 •.. • ,n 5SW: 282.36 SW: 283.28 r �. II if �,• � � � SW: 282.55 - � _� 5W: 282.54 �. \ i-SW: 285.71 _ /_ I = ' TR�ICId� U � 1 • a t rSW: 2$2.$6 1.. CW=2$3.64 o \ \ . SW: 278.64 % `\ ._. rSW: 282.51 SW: 283.321 s SW! 283.27 ca SW: 279.54 ` J i ; r I \ ,...4 SW: 281.88 _ ` SW: 283.53 �. z �, � � SW: 282.83 � - � � a_�• � � . . . . �• � . �* o • : = = = = = = � ill pa -• • =itch' Com. SW: 285.64 .� SW: 280.00 TC=SW: 281.67 1 ©I b. v a CO TC: 282.90 TC: 282.472183-.4'5' : 284.73) • `ti TW=CW: 281.62 _ ' i _ TC: 282.45 TC: 283.24 SW: 279.54 ` �, �� TC-SW:282.67 SSW: 282.63 TC-SW: 282.36 �, TC. I WA-1_1[_--- "C` ° \ �� TC=5W: :11:::: \ % r I- TC=SW: 282.37 �.EE �H1'. x4.3SW: 279.43 �� _ TC: 282.60 •fTC: 282.07 I TC=FS: lm M \ ' 11TW: 282. 8 a - �- i TC: 282. l6f-� TC: 284.02 �\�� -. TW: '\CW-281.76 �'% '� TW=CW= - a�' 281.62 - , �8¢ �- / \ t CW=279. 10 - TC: 282. 12 Q TC. 284.05 W 3 �, \ •\ , \ N\ . FG: 282.38 = •� i O / 1 a TW: 281.75SW FL' 28 16 i a O 2$2.37 . -. LP 135 \ CW=280.37\ i rJGC:: 281 86 - 28 . 1 - - - C \ TWIG: 281.91 i� TC. 282.32 TC. 281.90 �' TC: 281.93 TC: 282.86 TC. 284.53 z 77 �` \ I I TC 282.30 SW= 281.60 �'� - TC: 283.36 I a m \ CW=280.00 TC: 282.55 SW=FL 281.82 SW--Ft: 281.59 1 SWFL 281.80 ■� TC: 282.76 Q \ ,1 \ T _�; • 1 FG,282.06 TC: 282.32-\ TC: 281.93-� iWI STC: 282 2 FL 282.93. W G2. 1 . _ TC: 283.74 r"� TC: 284.54 \ \ CW=279 I 0\ „y. �8? .� I ::` 1 . . . . . MEW _ / 1 \ , ��W STC: 282.52 Nic 282.10 /� I 1 N. 1 TC=CW: 282.58 , i fir_ 1 Sd, o `_ r.:.�r_it._� r...� r_-; J : 282 $0 TC 283.92 \ \ c� SW: 28 .29 ° ► , - Q� /ir282.55 T TC=SW: 282.09 11 - - \ ,1,,,R4' Z1 SW: 282.30. - SW: 282.41 1 .: SW: 282_87.-� 0 2 TC-SW1 -282. 17-` . SW: 282.78 �\ l C, ° _ i I KP (NI ifr N . \ ._, a • TC: 282.79 TC: 282.67 I I I SW: �283.38y SW: 283.25 TC: 283.$0 j TC: 285.43 ` ti oQ p TC: 282.21 -- SW: 282.73 „ . Q \ T \ FS: 282.83 \�� ✓�` TC: 283.34 \-_ `)f . `'\ LcV \ SW: 282.90 SW: 2$2.92 . . . 28.-, ` ., TC: 284.99 �- �� ,,� x �, ' \a 5W: 282.75 • ,`fi~1•,- SW: 283.00 I , , T',1 \ 5W: 283.27 TC. ,x84.90 w \ 1 SW: 283.00 SW: •282.80 . ••. •'. •'. ,� - \ . \ SW: 283.00 / ------ • . . . . �� \ \ SW: 282.85 �% / I . c --".:-,..�i1�___ SW: 283.50 co �\ WALL I,Rf, �// SW: 2$2.90\ _-_ ----- ° N �y \ _ / �. �� Ilk _ SW: 282.56 SW: 283.00 �� j / SEE SHT. PS.a • . FG: 282.62 / a a � �TC• 286.02 FOR PROFILE �� . _LP , , V 5W: 278.08 I� (FF 283.00) /� V AL: 284.88-� TC: 285.7 I �'i' 1 _. / SW: 282.63 „ 1, „ I, _ d . �SW: 282.76 /�/ ,.� 1 WALL S I ANO S2 - c sw: 2$2.90 • \ a �� SW: 278.13 �/ ° - - -�. T__ 285.72 `\. \ '\, sEE sHT. PSa `" . \� , SW: 282.68 ° TC: 284.94' ��. �._ i SW- 278.02 .. C( irk A ' • SW: 282.75:•. Tc_ 285.08 FOR PROFILES , _ \ , .a - ` ; `` a , FL. 1 �� 'FL: 285.84 1 \ SW: 278.38 SW: 282.6$ / •\ 28 ,10 It �- \ : 1T1-1l\ \ ESHTP4 \ //�SW28283 a 4 . ' MATCH EXBQW\ SE \ 1 ; ft // , \ \ , , • SW: 28283 , • \ \ ° , a SW: 285.00 /� MATCH EX BOW \ ,. :.-. ,SW: 282.68 /• \ SW: 280.75 a " r �• • SW: 282.75 SW: 2$4.87 \SW: 278.34 � a \ " \ SW: 282.75 •- SW: 282.79 a ° . i ‘_SW: 284.55 ` a , .° ° MATCH EX BOW . \ SW: 282.73 . a • ° • ° h WALL IIAII ` SW: 282.75 a 1 !� "� 5W: 282.75 • • i �;V . - - _,,, , _,:.:>, ,:.,:: , .,, a--r-� \ \ \ ` ! SEE SHT. P5.0 • - FOR PROFILE \ N. \ f / '� \ \ - \ WALL 1�T1, \ �. ✓ N. 11 '.� / \ \ SEE SHT. P5.0 % ♦ p` \ \ FOR PROFILE N / / / -' )/ --- - 0-4 ,,R1C), \ - - \ \\ \ \ \ \ 1,O fr4,14%..._ 77// (24 W 0Lin \ \ •co n \ \ \ ‘ , Il \ \ LEGEND \� \ \-55 \ \ \\\ '\ '/f.] N �� 2' EXISTING CONTOURS \ \ \ \ \\ \ qI00111ik / / #4 ••{ 195 10' EXIST 1 NG CONTOURS CD \ \ \ \ \ �. c .. w Z \ 0 o - 2' PROPOSED CONTOURS � \ \\ \\\\ \ O \ ... w csi 195 10' PROPOSED CONTOURS \ \ \ 1 \ \ \ \ \ \\ / / W ri z Q \ \ IF", E• ■ ■ ■ ■ • ■ ■ ■ ■ ■ ■ F• PROPOSED RETAINING WALL \ \ \\ \\ \ \ H Ce \ \ � o z T LXXX:200.90 SPOT ELEVATION \ i �'` \ C" \\ \ , , to 1. I% FINISHED GROUND SLOPE �. \ \ f j \ w fZ Q - GRADE- BREAKL I NE \ \ N\ �► I'IIII'' CATCH BASIN \ til � , \ i i , IPP, N \ \ V V \ \ L.L N SLOPE 8.33% (I V: 12H) MAX \ \ \\ - h--� r , Q z_ C� SLOPE 2.00% MAX \' \ \ N)...„71\....(„/"... D a CROSS SECTION LOCAT 1 ON \ \ \\ \ rail CI ~ , f f (SEE SHEET C3.05 FOR SECTION} 1 ` \ i \\ \ \ NI\\''7 '-' \\, , \ 0a ,.2 KEY CONSTRUCTION NOTES ABBREVIATIONS GENERAL PLAN NOTES ,-' z I. ALL ELEVATIONS SHOWN ARE TO FINISH GRADE AT O i CL CENTERLINE ELEVATION E- TOP OF PAVEMENT, UNLESS OTHERWISE NOTED ON N -‹ j1 ADA PARKING MAXIMUM SLOPE OF 2% IN ANY TC TOP FACE OF CURB THIS PLAN. ,'' DIRECTION. HP HIGH POINT OF PAVEMENT FLOW LINE HanmiGlobal Partner 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% RETAINING WALL LEGEND 808 811 3rd Ave., Ste. 300 �.:/ SIDEWALK STAIRS LANDSCAPE PLANS FOR DETAILS. LP LOW POINT OF PAVEMENT FLOW LINE CROSS SLOPE AND MAX 5% LONGITUDINAL SLOPE. Portland, OR 97204 co (� SW TOP OF SIDEWALK \ Phone: (503) 287-6825 �;. p 2% MAX. CROSS SLOPE AT CROSSWALK. 3. F I N I SHED GRADE AT BASE OF BUILDING SHALL BE TW = TOP OF WALL Fax: (503) 415-2304 CONSTRUCTED WITH SLOPE TO DIRECT SURFACE CW = BASE OF WALL AT F l N I SHED GRADE www.otak.com 4'X4' MINI MUM TURN E NG AREA. (ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT DRA 1 NAGE AWAY FROM THE BUILDING ENTRIES. H = HEIGHT OF WALL C N \-j 2% MAX. GRADE IN ANY DIRECT 1 ON. UNLESS NOTED WITH ABBREVIATION) TW 20' 0' 20' 40' 17857 C17857C200 a 4. SEE EROS 1 ON & 5ED I MENT CONTROL PLANS FORProject Na. Drawing No. EROSION CONTROL MEASURES. H SCALE IN FEET ii 5. FOR POND WALL PROF 1 LES SEE SHT P5.0. FOR C 1 P CW C2 . 0 0 STRUCTURAL DETAILS SEE SHT S1.0 AND SI. 1 Sheet No. a © Otak, Inc. 2018 , XREF LIST Ltscale: 20 Resolved 516624X192 - - \ a 016624X230 \• 2g6 Ve 4 ` �� \ Y 8 .. {FF 292.75) 'd n C 16624X231 , ' a Sig: 292.75 SEE SHEET C 2.2 1:1 o C16624MGAX200 �, �F 2Hi! iu 92.75) ..:?�.a' a �� Z ID.r --� wM1 Z ID 016624X600 y SW: 292.75 ' 2 016624X601 1 SW_ 292.75 \ice SW: 292.70 , aSW: 292.70. I _ l 016624X001 - ; SW: 292.75 1 _=BM='' SSW: 292.75 SEE SHT C2.3A - o \SW: 292.75 �, � i 4 FOR ADA RAMP -E SW: 292.68 a SW: 292.52 SW: 292.75 SW: 292.75 o c to TC: 294.88` TC: 294.95 I \-` SW: 292.68 \ 11 1. . \ °�. I - -1-. , " 1 ,fi r I , A GRADES - SW: 292.62 TC: 292.47 I I - \ °�°` ' v , \. r °\ ` SSW: 292.45 SW: 292.65 `SW: 292165 1 \ I ` o ry TC: 292.59 ii SW: 292.42 I N I t TC: 293.41 - , 4292 a1 \ r . Q TC: 292.30 �. c.a v ' �o °° .,,, 1�. \ , TB: 292. 12 `' TC: 291.91 - , o t TC: 292.32 l r R ,� \ -- I I \ 1-� I I` TC_ 129I.34,� _SW: 289.77 ' I \ _ rTC: 291. 14 / 1 - - ''STC. 292.37 a 0 n ` TC. 292 50� TC: 292.29'' L ` TC: 292.08 �,le4.1 ( SW: 2$9.70 __ PROPERTY LINE o o g \ L TC: 292.27 . TC: 289.98 p'U TC: 293.34. TC: 292.64 - �� TC. 292. 10 DRIVE A -� �--� TC: 292.26 ■ (C=FL: 289.61N -~ o, coTC: 293.39 / n -\` ~ . - � - - - - - - - TC=FL: 289.54 ;� OI \ \ - - oY ' - _ �. TC. 290.68 ..._ TC: 289.96 TC: 293.39 .J i \ _ y _ . 292.40 292 t. - . CL: 291.38 �.. U !1 _ r_ \ / �.TC-SW-FG:z2 _ _ r.. i ' �=� ` �` � TC: 291.77 � TC: 29 35 BEGIN CURB TRANS �-�C=FL289:59- � � _ � WALL C - I 1 FG: 293 37�' r �I TC 292.TC: 292.32 TC: 292.29 �IC i� ��, TC: 291.73 4 �' ,FTC: 291.26 . . �r SEE SHT. P4.3 (1 r IN -1 • . SW: 292.74. _ . . ,. . _ . . \ d. a p , .d, . . . _ =,► TC=FL: 289.50 - c5 9! 1� 1 1 1 1 ! L •1 IY. I I / �� _-. I I I I ry� , I I �, 45"a Z g, OJ r SW=FG: 292.44 5W: 292.59) a' TC: �91.94, TC: 291.92 c .SW: 291.61! is 290.74 w ° _ FG: 292.82 - I 1 SW: 292.56 (� 1 II Q SW: 292.03 --- SW: 291.99 _I z O �i N 1 Z\z ' I __ /� I I� SW 291.52 SSW: 289. 9 FL: 289.08 " '' 6 •' m t U D5W: 292.$1 FG: 293. 17 f 1 1292.93 � __ // J �� ,TC: 289. 17 0 2 O '� o ciil11 ' " SW: 292.8$ SW: SW: 292.37 �= SW: 292.40 " 4 SWy 289.64 dcQ w1 y SW: 292.79 . ' \� SW: 289.60 ,� ,� F. o -SW: 292.93 - -SW: 292.66 �" 1 �` �" �▪ _ /� ►. \-, E. �__ °� I a I J �\L--____I SW: 292.54 :. N, // TC: 289.09 ,- 6 x O � \ _ I ' L l_ i :�.. r.:== SW: 293. f 2 �SW:��293.22 l 1 SW: 2• 89. 16 ' c� ,,, ( 1 \ SW: 292.72 SW: 293.00 �-SW: 293.00 '�- rrr� O - --... SW: 293.22 '� �' 111 1 SW: 292.7$ ` 5W: 292.91^ .-- I 5W: 292.44, �' a 2a8� f Ili �� 1 1 \ _ r--------".--:-:-:-:-: 1 CW: 29x.49 kt 7 �. l O ' I1 1Xik: 292.78 \ SW: 293.30 SW: 293.30 - .d _ 4 l 11 a FSW: 292.94 SW: 293.00 _ SW: 293.304 91.1 �' . , (FF 293.00 --=-Q 4_ C (FF 293.30) � SW: 293.26 � 1 it �tti�,� . ___LI .Ic,F, 1;9 1i: 11 •ltr� r, /: ,0 •\ r� i� it _ - J BLDG C O a © ▪ "� ��®; , BLDG B SW: 283.30 12 UPHILL PLEX ll Ili • 22 UPN I LL FLEX 0 Al �� -�� • . I,- ._- 3\ / 1�l �R SW' 292.88 a • SW: 283.29 © :SSW: 287.02 I - . _� \ ''.. \ (FF 283.00) (FF 283.30} a - �1 "OH . a: . _ WALL 'P„ r CW--283.87 �- I'D" ',; WALL \ I. WALL D Jr SW: ?$a.oa SW: 282.x4 I S ` 1 - -- SW: 282.89 SW: 283.00 SW: 283.30 SW: 283.30 �` TC: 286.44 SEE SHT. P 4. 1 SW, 279.87 * `W: 280.03, I I SW: 282.73 I rSW: 283.00 I -_ . /FL: 282.87 r I 1 . t , - - ' I - - - `• , FL: 282.29-r- 1� 1 AI M SW: : 03. L -- TC=SW:282.63 , . . J d - - - \ ,. 1 I l SW: 278.75 `' I �' �� .. SW: 282.92 SW: 282.54 , < .a J 279.51 SW. 282.36 SW: 283.28-, / , . „ \ _ / IA: _.,-SW: 285.7 f ..i..... ! D5W: 282.86 SW: 282.55 SW: 282.54 ,L-T- TR�4CKl U SW: 278.64 ..a a `�;, d ?SW: 282.51 SW: 283.32 SW: 283.27 CW=283.64 L SW: 279.54 N. a �I 4 A. . ', a e a ♦ . 4. $' a • a Sp. SW: 281.88 . SW: 283.53 ..: • ' .•.. ". lir . .1 , \\ ,\ ` SW: 2$2.83 1 I - S E E SHEET C 2.0 1 , , a SW: 285.64 SW: 280.00 . . TC=Sw: 281.67 �� , ,. ■ TC: 282.90 ITC: 282.471 ..-- 4.\\_\••= 1' TC: �j �I L / ▪ I k.. - I� '' SW: 279.54' - TW-CW: 281.62 _ TC:i 282.45 I TC: 284.73 , rt � . ` �,.�� 1 TC SW:282.67 SSW: 282.63- _ TC=SW: 282.36 _ I , , TC: 283.45 / I; VIAL L" 1 1 �. Tr_c1u mai An\r'� \.. .,_ .,,. / T_ 1 „,,# „! - i • I I TC-SW: 282.37 I I I�� t� 5h1`T. r�.s <+ H h--1 1, (24 KEY CONSTRUCTION NOTES ABBREVIATIONS GENERAL PLAN NOTES WALL II P I I - SPOT ELEVATIONS 1:1-4 CL CENTERLINE ELEVATION I. ALL ELEVATIONS SHOWN ARE TO FINISH GRADE AT TOP OF PAVEMENT, UNLESS OTHERWISE NOTED ON O TW=285.78 O TW=293.20 1 ADA PARKING MAXI MUM SLOPE OF 2% I N ANY TC TOP FACE OF CURB THIS PLAN. CW=283.88 CW=283.50 C.) DIRECTION. ! ! HP HIGH POINT OF PAVEMENT FLOW LINE 2 TW-287.60 (7\ TW-293.26 r"'+ 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% CW=283.99 CW=283.98 Q SIDEWALK STAIRS LANDSCAPE PLANS FOR DETAILS. LP LOW POINT OF PAVEMENT FLOW LINE CROSS SLOPE AND MAX 5% LONGITUDINAL SLOPE. SW TOP OF S I DEWALKTW=289.82 TW=291.5 I 0 Q 2% MAX. CROSS SLOPE AT CROSSWALK. 3. FINISHED GRADE AT BASE OF BUILDING SHALL BE 3 6 �T� (ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT CONSTRUCTED WITH SLOPE TO DIRECT SURFACE CW=283.63 CW=290.99 fi•-_-1 0 4 4'X4' MINIMUM TURNING AREA. DRAINAGE AWAY FROM THE BUILDING ENTRIES. u 2% MAX. GRADE IN ANY DIRECTION. UNLESS NOTED WITH ABBREVIATION) W CD w CO ii 4. SEE EROSION & SEDIMENT CONTROL PLANS FOR E-+ E EROSION CONTROL MEASURES. 1'-•1 0 5. FOR POND WALL PROF I LES SEE SHT P5.0. FOR C I P S. WALL 110 " - SPOT ELEVAT ON S U� _ z STRUCTURAL DETAILS SEE SHT SI.O AND SI.1 T� Q OTW=293.00 O TW=293.08 P-- . c" m CW=283.00 CW=283.08 W Q Z F.._ 1. (:)cio TCW= $308 (E) W= 832 in 1- L o 5E.L. C 7 LEGEND - o z ..( - 2' EXISTING CONTOURS rii 0.1 Q Cr P 195 10' EXISTING CONTOURS (2.4 U CD (J) Ln 2' PROPOSED CONTOURS I N. I9E 10' PROPOSED CONTOURS CO NEl.■ ■ ■ ■ ■ ■ ■ ■ ■ ■ . PROPOSED RETAINING WALL 6 -I z LXXX:200.90 SPOT ELEVATION ec. 4 Li 1.1% FINISHED GROUND SLOPE C\2 ET C - - GRADE BREAKL I NE RETAINING WALL LEGEND \ HanmiGlobal Partner 0 CATCH BASINocc 808 SW 3rd Ave., Ste. 300 a TW = TOP OF WALL Portland, OR 97204 N SLOPE 8.33% (I V: 12H) MAX CW = BASE OF WALL AT F I N I SHED GRADE n \ Phone: (503) 287-6825 C� SLOPE 2.00% MAX H = HE I GHT OF WALL Fax: (503) 415-2304 � Ir T W a w ww .otak.com N CROSS SECTION LOCATION 2a' 0' 2Q' 40' ,�..� 17857 C17857C200 N (SEE SHEET C3.05 FOR SECT ION) H Project No. Drawing No. o CW SCALE IN FEET z , , , , . - 0 2 . 1 ii0 Sheet No. a 00tak, Inc. 2016 XREF LIST Ltscole: 20 Resolved 516624X192 j �1 _... _ ._. ._ SW: 312.29 Ili �. ..- - L a l -- 31.. ' I o C16624X230 1. rt SEE SHEET C2. 3 3 12.23 a a �` - - �_ _ , , , 016624X231 I H C16624MGAX200 - - , ` } � ' I 1 w m 016624X600 ` :I e . . \ � � im ... �� T ..L.r.� �aa.r SII J - , N 016624X601 1 „ - _ \ 4 \ ` -4 ' E - - -- _'� I - - a - I m .a c16624X001 _ _ _ _ ' J ' 11 e° III e �. 4. -- i s J- .- - �. I - ...��1 ..e f'_".""I. { ' ' E / III 8 - ' T - _ - a �. - � - - _- _- o i � / . SI _ I 1 :fli II 4 : • - a, a < aSW: 31254- `SW: 312.5 - .,-- .. ' .61 5W��312 $9 �"' ; ^ _ 4 _ -TC: 312.29 '1 a A a- 'e °e -4 _♦. ., - a\ - f41 - - .Q. dam, e a e B a a / a en �rJ _ a " \ I--' - - [ I _ � D \ I 1 II - - =� ": SW: 312.38 - - , � - v - .- - - - - - - 5 ~�� TC: 311.64 _ 11 �I. :: r _ -� SW: 3 E 2.42j. =� 5W: 312. 16 - SW: 3 12.96 SW: 3 12.92 - I� II „ =� y L _ - - - - - �,� © - - - __ SW: 3I 3.03 ��`o� : IJ - f _ ›- 1 a J'" 11 I ' IIIy� SW: 309.66 '� I \ I ca LI - - II I II ....1:::, 11 II 1 - - 1 I f. 4 • \ (Z_ WALL F T II SW: 309.60 S. 307.04 = 4 I I / I .II '�.�_I SEE SHT C2.3A I 1 SW: 312.57 ! SEE SHT. P4.2 , II r` II FOR ADA RAMP SW: 307. 10 0 w s 1 a m E . -SW: 304.54 11� � \C GRADES � {E` I 11 11 1P �a ° I `F � - I I it , I'�, © 1! 'El • (FF 3�s1 .aa� �� - = o ❑ * .,�r,,� (FF 312.50) I a SW: 312.96 \ ;1_30str\it...., I1 --1 z . 0 Y II II 1 IF \ _ .1)_ SW: 304.48 . \ 1 WALL E - _ - \ ; - dip \ f I 1 SEE SHT. P 4. 2 5w: 302.40 1 \ SW: 302.61 - - _ _ 111 1 .' - \ ��°`�Q • , ° --Jr, a' . SW: 302.94-\ \ 1 I ` (� _ ,I SW: 302.40 SW: 302.50 � -- � 5W: 302.50 `. � 0 �(FF 3Q3.Q0) X306 \ � �- _ r i .• . 1 1 �. � SW: 302.4 SW: 302.54 :.,_. �` -�3ia� \p�� 06, o W I 1 SW:_ 302. 19' SW: 302.50 (FF 302.50) SW: 302.4a SW: 302.45=_ SW: 313.00 SW: 302.93 TC• 305.47 I ~- ¢ w 9� v'o 1 11. • . . -SW: 302.39 \ �i� SW: 302.39 _-- SW: 302.51 SW: 303.00-\ SW: 303.00 SW: 302.92 r Q cRr�' o ' , - SW: 3x 1.73 5W: 301.84 SW: 302.50 TC: 302.3ru ---.�• . . 5W: \302.52 rT ` ' z n ri' \ SW: 302.50 \ SW: 302.93- SW: 303.00 .- Cr SW: 301.69 \ { TC: 302.51 SW. 302.93 TC:ti 30 7.2R _ c,;.'-‘ o I STC: 3Q 1.64 , \ I 1 SW: 302.89 f �� ° Q w �, I I - I I �- I >� J I \ I I 4 < 4 I I SW. 3a2.93� f I J,� �, 1`_ 8. TC: 301.59 I 1 SW: 302.42 _ SW: \302.$7 O `� ! ~ ` �� O .\ ,� . W: 301.75 SW: 302.43 �SW: 302.43 • I I I I I / I _� .� w .-- Il r�L � _ I \� ` < TC: 302.29 SW: 302.39 SW: 302.82 1 �`- u � TC. 301.37 STC: 301.83 ' 1 1 .1 1 I I / / i I ! I I I \ TC: 302. I0 �TC=SW: 302.47;, TC: 302.29 TB: 301.82 / / __ \ TC: 301.27 �� rTC. 301. I8 I L I 1_ �� I I ��.,..... I I 302 \ lI ■� TC: 302.45 / _ X90' \1 I �TC: 301.35 \ �-TC: 301.86 TC: 302. 19� I ■� J TC: 301.99 ,. I ! T =FS: 301.95 TC: 302. 16 TC: 301.76 O II =_ LTC: 301.32 _ `�� C ' - _ __ I � \ --. - Illi RIVE A ~// �tior,__ TC: 3Q2.43 TC. 302.i 4 _ A • WALL C -_ - ~/�� rFS 301.93 - - - ii_ TC: 302.86 SEE SHT. 1 T0 '"� TC: 302.23- 1 TC=FS: 30!.57--- _ P4.3L 0 \ CL: 301. 17 �l • ,� .► aI FS301.73 IT / \ �i II ITC: 300.43 TC: 301.74 1�. TC=FS: 301.53 , . 1WALL D - 300 TC: 300.98 I TC: 301.73 __ - ,FG: 301.61 1 ■ TC: 302.23. __ 1 TC: 301.78 Wit:/ _ \ 1 / r: FG: 302.56 IT' 1 _SEE SHT. P4. STC: 301.49 I I TC: 302.27`f� 1 ` _ � - `TC: 3x2.06 \ •.302.277.H.) ` _ __.TC-SW: 302.44 �� jI I/ / JITC: _ :J ��i �: WSW. 3x2.23; _ __i_. l \ , , SW:. 3x2.ii 302.44' W: 302.50., © ��?'�TC 302.29 SW: 3011 30 ° . I _ _.,.. _ I TC: 302.02 I �� =1 ' 1 si o � \VH 302.04= o = STC. 3__, 1 302.148-\ ,j �� e 1 I.22 � , a ' , } SW:� 302.08 SW: 302. a °a' SW:, 302.52 �. . . a 4 TC:_302.54 . • �q. 4e I I _ i s ° SWa 302.25 a t '�.I 1 f , \ • SW: 302.63 SW: 302.65 302.6 I SW: 302.26) SW: 301.30-1 .,..„___,I._„ TC: 299.59 SW: 302. 14 N SW: 302.53 t e f7 1e ° \J. ...1-.1SW: S : 302.57 \ SW: 3Q1.22' -, _ ! -- - - SW: 302. 14 SW: 302.27, 1 - \ L >� -SWI 302.23 ; `. 9� 11-11 � SW: 3Q2.38� I �_ _ t; - } \ r 1 1 1 z } Y' SEE SHT C2.3A SWC 97.88 SW: 302.6 11~----� 0 -� , WALL I'�' a FOR ADA RAMP SW: 297.79 (FF 302.75) \ ~� 4.\...„\____ I WALL Q , -\ \ ; \ , B GRADES SW: 292.79 ,��. �' in, _ ..4. . \ - 4 . (FF 302.75) 1 . ..... \ Pt .T.1 WALL �IY1, �1 e 40111 \ % agli411:-! ‘IP_ y = \ \ a �. ,� 0 f; /1 :/ .?" >Rr SF-�ff LL.'" \ g6�� • 44 d a '$ CFF 292.75) �° -� ...,,„ } 2 ° .. 0 . 0 SW: 292.75 ,I • �FF 292.75) 0 -► _ _ . . - , \ } SW: 292.75 d -____- e ---__ 0 ~ SW: 292.75 \ C . I I Imo' \ SW: 292.70 . ,SW: , 292.70 '. _ \`SW: 292.75 SEE SHT C2.3A �+ SW: 292.75 SW: 292.75\ = .------'1-- \ SW: 292.68 ' N, a '-- SW: 292.75 SW: 292.75 # FOR ADA RAMP } } TC: 294.8 TC: 294.95 �� 5W: 292.68 ��4 ° " ....+1 a � _ � A GRADES { S `71'-' ' - - C .-Ei gmlin - ' 71••4_ N. N.\ ---- - - mismom A SEE SHEET 02. 1 .r- , \JI . I . 1 1 * 1,\. \ \.. \ C• e. 1 -I -1 1 1 I 1 I ` \ j+ _... - - - I th 11 V L ''GENERAL PLAN NOTES KEY CONSTRUCTION NOTES ABBREVIATIONS I. ALL ELEVATIONS SHOWN ARE TO FINISH GRADE AT WALL I I G I I - SPOT E L E V A T ONS WALL " Q I I - SPOT E L E V A T ONS (24 CL CENTERLINE ELEVATION TOP OF PAVEMENT, UNLESS OTHERWISE NOTED ON Q (7\ ADA PARKING MAXI MUM SLOPE OF 2% I N ANY TC TOP FACE OF CURB THIS PLAN. COTW-300.97 3 TW=300.37 TW=296.07 Ca) TW=295.75 W Z DIRECTION. CW299.24 O CW=300.03 O CW=294.53 CW=295. 1 6 O N HP HIGH POINT OF PAVEMENT FLOW LINE CV 2. ALL SIDEWALK TO BE CONSTRUCTED WITH MAX 2% C) U (� LP LOW POINT OF PAVEMENT FLOW L 1 NE CROSS SLOPE AND MAX 5% LONG I TUD 1 NAL SLOPE. TW=300.93 O TW=295.75 TW=295.96 W �) SIDEWALK STAIRS LANDSCAPE PLANS FOR DETAILS. 2 4 Z SW TOP OF SIDEWALK CW=299. 18 CW=294.65 CW=294.74 M�-I 3� 2% MAX. CROSS SLOPE AT CROSSWALK. 3. FINISHED GRADE AT BASE OF BUILDING SHALL BE 24 O Z 4'X4' MINIMUM TURNING AREA. (ALLCONSTRUCTED W 1 TH SLOPE TO DIRECT SURFACE 4 SPOT ELEVATIONS ARE TOP OF PAVEMENT DRAINAGE AWAY FROM THE BUILDING ENTRIES. 2% MAX. GRADE IN ANY DIRECTION. UNLESS NOTED WITH ABBREVIATION) cp 4. SEE EROSION & SEDIMENT CONTROL PLANS FOR WALL " H I I - SPOT E L E V A T ONS W ct o EROSION CONTROL MEASURES. H 0 Z I- u TW=312.483 TW=312.20 D n 5. FOR POND WALL PROF I LES SEE SHT P5.0. FOR C 1 P 0 CW=302.50 a CW=312. 15 <1 i- o_ 0 CO STRUCTURAL DETAILS SEE SHT SI.O AND SI.1 c Li- CD O TW=312.43 M--# LEGEND CW=302.50 P ' - Q w I� 2' EXISTING CONTOURS < L) CD cn 195 - ID' EXISTING CONTOURS WALL " 1 " - SPOT ELEVAT ONS WALL " YII - SPOT ELEVAT I ONS I co 2' PROPOSED CONTOURS CV CO 195 10TW=300.403 ' PROPOSED CONTOURS Ca) CW=303.00 (*) CW=309.66 O CW=301.801 O CW=292.740 1.\"- o a E • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - PROPOSED RETAIN I NG WALL Co TW=3 13.00 TW=312. !4 TW=302.74 TW=293.82 1 .1 z -XXX:200.90 SPOT ELEVATION CW=302.51 O CW=309.66 C.) CW=292.75 O CW=293. 18 C A W-312 86 O CW=302.50 CI CW-292.75 \ Y I. FINISHED GROUND SLOPE /2t-R: 1104:g64 - GRADE BREAKL I NE HanmiGlobal Partner RETAINING WALL LEGEND TW=312.77 808 SW 3rd Ave., Ste. 300 E /511 CATCH BASIN O CW=307.10 � Portland, OR 97204 el M SLOPE 8.33% I V: 12H MAX TW = TOP OF WALL \ Phone: (503) 287-6825 ( CW = BASE OF WALL AT F I N I SHED GRADE Fax: (503) 415-2304 I0:3 SLOPE 2.00% MAX H = HE I GHT OF WALL C nwww.otak.com C CROSSTW 2;- =__ mommommommom SECTION LOCATION . . . 20' 40' { 17857 C 178570200 Project No. Drawing No. (SEE SHEET C3.05 FOR SECT ION) CW H SCALE IN FEET C2 . 2 ii Sheet No. Q_ © Otak, Inc. 2016 XREF LIST ., I . '' i ' Ltscake: 20 , 3 KEY CONSTRUCTION NOTES ABBREVIATIONS GENERAL PLAN NOTES I n CL CENTERLINE ELEVATION I. ALL ELEVATIONS SHOWN ARE TO FINISH GRADE AT • ADA PARKING MAXIMUM SLOPE OF 2% IN ANY TC TOP FACE OF CURB TTOP OF PLANVEMENT, UNLESS OTHERWISE NOTED ON Resolved i / ` \. / DIRECTION. S16624X I I /' l HP HIGH POINT OF PAVEMENT FLOW LINE C16624X230 30 / 1 I x 2. ALL 5I DEWALK TO BE CONSTRUCTED WITH MAX 2% y C16624X231 \ -_ - \ / ' (� LP LOW POINT OF PAVEMENT FLOW LINE CROSS SLOPE AND MAX 5% LONGITUDINAL SLOPE. C16624MGAX200 / 44 �./ 51DEWALK STAIRS LANDSCAPE PLANS FOR DETAILS. • I SW TOP OF SIDEWALK C16624X600 1 c.) 2% MAX. CROSS SLOPE AT CROSSWALK. 3. FINISHED GRADE AT BASE OF BUILDING SHALL BE m N C16624X601 C16624X001 \ (� ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT CONSTRUCTED WITH SLOPE TO DIRECT SURFACE o i A 4'X4' MINIMUM TURNING AREA. ( DRAINAGE AWAY FROM THE BUILDING ENTRIES. 2% MAX. GRADE IN ANY DIRECTION. UNLESS NOTED WITH ABBREVIATION) Z 1in 1 x 4. SEE EROSION & SEDIMENT CONTROL PLANS FOR �' °' - o \ �/ � � EROSION CONTROL MEASURES. a CO l \ II 5. FOR POND WALL PROFILES SEE SHT P5.0. FOR C I P 120)- / \ l STRUCTURAL DETAILS SEE SHT S 1.0 AND S I. 1 t 0 I N� w I / I I I 1 P / \ r I.\ I o d ! / A _, I I, I t � A, 13 � �� Y 4 -_ X X X X X • X X • I 1 \ \ f I - I I o � S6, Q i i f N \� 1 :\\' 04 \ \\ � - - WALL 'iv \ � ` � I r I l T 1- 1 '�� o � = i- 1 I f \ \ SEE SHT. P4.3 J 1r 1' 1. �r--q - - - I� - r� z w c� - - _ . r -i/ - - - - - - - - - = - - �l=�--ri ~ 7l - l� ! i N-- - _ may GG, .� o�Q •o w • JJ T \ 7 - ~ „TC: 32177 \ \ X11 --= - I a L 1 f _ - _4 I 1 _ - _ ��,\t x TC: 321.51 /i_�� TC: 321.58 .�_/�� ' , r _ ` Imo' N SW: 315.54 /i ^ 4 ---. _ - I - _ 1: SW: 305.00 � TC: 321.68_ ��r L /��,// //��J/�II-TC: 322.32 . �- _ - o - 1 /% - TC: 322.29` .. Al kiiI Ib �• \ I �I, • • •i ,IlHllilllllllllllllll QTc: 321.36- 1 � 0 , % © :- r ' I = ` ' �� i Qt -- i, TC: 321.66 \ © © - -4 \I _ 5W: 315.54 1 1i �IN U c j '= ' I i 1 I 11 i = 1 TC: 321.64 - - TC 321.x9 .1i____ - _ I Ii ryiw_: -SW: 320.59 \ I I. 1 TC: 321,42F;. ,o - 1 ► TC: 320.6111 TC: 321.42-- i _� ii' \ C, TC: 322.09 1 © Q E d ' ' - _ _ -- --_ _ I \ Tc: 321.37 ! 1 Fr ! }1'' -- 1 \ - 1 \ l /� TC: 322.06 TC: 322.08 ` I TC: 320.84 TC: 320.84 + r�0 - I I I \\...... ..,N\ TC: 320.52- TC: 321.44 TC: 321.61 TC: 321.57 �L 1 \ W FG 32 109 ` _ _.-._ FS: 320.33 1 ' ,r i� I I LP: 320.27 .-� .- �- _ _ - - I _ - _ �_ �`� TC: 320.73 �� TC: 320.77 ( _ 1 1- \ N �i FS: 320.23 TC: 320.75 O F : 3207 1 1 Q W A L TC. 320.76 CL: 320.72 `�CL: 321.27 r FS: 320.24 ` SW: 3.20.671 '_---- - l r `, -TC: 321.28 DRIVE A r TC: 32 f. f 8 -,�. r - f SEE SHT. P 4. 2 TC: 320.81 TB: 321.25 \ TC: 321.95 1 TC=FS 320.18 : � 1' TC. 321.30 TB: 321.46 TC. 321.98 ° _ - J �i i� n \\ K\v ', • ' - �_I ��, � � _ \ TC 320.60 �\ = 1 rt �'1L 0 / M ! /AIC: 321. 10 --.'. '` - fid. ��-_TC: 321.01 ��° ° ,� \ - 1 '7\ �Qo Y Y I `I r r . . ®411.11.1%\->„e/friilt, TC: 320.61 \ d L I SEE T P4. 31'1.} `•SW: 320.1 I •��. � 111 - �` I TC 320.fi8., FS: 32x.12 \ _ - - -SH Ia +�+w 4 FS: 32x.18' `>• T'ay 5W: 320.55 I a _.. _ _-��.,�w..._�._ I I TC. 32x.59 \ �71 -. / -\ SW: 321.52 pksv I I C: 320.74 rd-l'`11--' ..7-%+--- . aI L \ \ FS: 320.09 �. . . l. tt 4' \ it - � �1 �_i I ` `' - ' L _ FS: 320.24 r -SW: 320 17 , 1 \ \ 322.90 _SW: 323.00-7-- SW: 323.00 0 • 9 SW: \ �-SW: 321.98 SW: 322.00 \ - Z _ - I� g =�' �- SW: 323.00 a ■° I I ` TC 3J0.26 TC: 320.48 IN 5W: 313.00- - - - _Fe. I CL: 318.46 - ,--.TC:-322.47 �� (FF 322.00) WALL K .,t 0 CFF 323.00) -\ .I ), ` ---,_ ! SW: 322.90ti �' SW: 322.83 �' 1 SW: 321.94 BLDG H \ SW: 319.39 _ •SW: 315.4b BLDG J _ CL: 319. \ © ?�' `� TC 322.47 ,_. - } 1 12 UPHILL PLEX �W: 319.47-y77- - � Lir"':WV""I 22 UPHILL FLEX - _- �- $- L �- / r i 320.23 IVE C .-. II SW: 31_3.00 © ,i e 1 ! ..m.., 4 (FF 312.00) - , - - `_ •• a xSW: 313.00 0 I -� I / \ . (FF 313.00) f k� dA \ i r 5W: 312.82 �� ►� \ 1 SW. 321.97 111 !� FL. 313.00 0 I � usfr C: 317.68 \ �� ■� �. - - SSW: 31 I I 1 J l a. - ►�Qlr - -- 5;32 \ SEE SHT C2.3A-. I / Ji n t.._.__ .._ r' � - n 1--•1 00 -wil i `y+ ' ` \\ \.SW: 313.00 ' - .__. . , FOR ADA RAMP `�' 6 . .:L ----•---- _-- SW: 3 12.93 D GRADES I \ i '' ' \ .•www, .. .^�� waw. r I.., \ n' \ l ��www�www iiiw �� \ I I I \ I i. II I ..._.. -` , Rw _. ____ ,j I I I WALL '�dll rl P .. I Q12- W '\ V li �i 1 ad ° r. a °. I _ d �- \ a �� A/ JJ _„_ r--.......„„ ‘,. 1 _ 1 i _ d I _ '/ I `'�_- �. i - - l - / - --- D �SW: 3 12.49 L. FL: 312.77 W -} f I WALL L - \ - FL: 312.87 4 1 �31'��` I i, �, 1 I w _ SW: 312.29 II ` --SW: 3 f 3.0aJ• :•SSW: 313.00 WALL X E--� 1 I \ SW: 312.001 �SW: 312.00 SW: 312.23 of 1 ,,. .14_ I _ l 1 I � � _ � =.a ! c _ I ' Z 1 � E SHT. P4. 2 U� . , , / ,i_ i SE _ _ i 0 i I SW: 312. 18 SW: 312.89-\-- I 2.$9 SW. 3I 2.98 _ _ _-- O - \ 4 - - - _--- " ._,_.. . 4 `SSW: 312.25 /� � SW: 13 12.94 © I - -I - - �` ��i SW: 312.82 a. SW: 3 12.77 -\ SW: 3 i 2.02' r i. i d �,1 . �i _ - a - - 7SW. 312.04- - . -- - - - -� N. - _ .. __ _ ` ii \ \\ /, w� , V ,\ li!_• II.d -, if ll 4 - a • ., .\ • e F e. . G e a e - -d • • ° .-.� SW; 31 2.89_ , a - 4 e - d STC: 312.29 , - -- - ---- - - -- - - a d a 1 N r. \ I - 11 11 If - - --ri 'a'c �4 \ - \ �.�.. -j. �4_ I '" �� i I �� .r.r' .�I Z I " 1 r - - =l `�.1�� I - - ! IC -°; '_-- \ � SEE SHEET C2, 2 t , - - k ..4 -�- WALL V �� TC. 3I= 1.64 `\\ - _ rT, E z °-41=4 0 Z WALL �I J �� - SPOT ELEVATIONS WALL " L 'k - SPOT ELEVAT I ONS WALL {' XII - SPOT ELEVATION S Q 0_ ci _ Ckf O CV,i20:34 C.) CW3113.68 CO CW=32.00 O CW=312.82 1 TW_322.05 3 TW-322.46 312.83 W Q Z O CW-320.00 O CW=320.00 ('IQ I- 0_ 0 COTW=323 00 TW=3 14.83 2TW=319.20 CW=313.00 (E) CW=313.00 O CW=312.45 i CO CW=320.00 L.L CD < al ►-+ 0 z s LEGEND CI Tw=322.96 CI TW=313.49 ryQCW=3 13.0 ICW=3 12.84 f�✓y-1 2' EXISTING CONTOURS 4 cW=313:OZ WALL " 1111 - SPOT ELEVAT I ONS ~ 195 --- 10' O EXISTING CONTOURS = U C.� (!) I TW=313.33 TW=314.69 21 PROPOSED CONTOURS o 0 CW=312.86 CW=312.34 cog c„. 195 10' PROPOSED CONTOURS WALL II K I I - SPOT ELEVATIONS 2 TW=3 14.25 N a on . . . . . . . . . . . . PROPOSED RETAINING WALL CW=312.60 i _ E oz XXX:200.90 SPOT ELEVATION TW=323.00 CI, TW=323.00 O i OCW=313.00CW=313.00 1.1% FINISHED GROUND SLOPE a 2 TW=323.00 4 TW=321.99 - - GRADE BREAKL I NE RETAINING WALL LEGEND CW=313.x9 CW=321.98 WALL I I W 'I - SPOT E L E V A T I ONS HanmiGlobal Partner o 808 SW 3rd Ave., Ste. 300 E '' CATCH BASIN M TW = TOP OF WALL 1 3 Phone: (503) 287-6825 Portland, OR 97204 TW=321.85 TW=321.25 N SLOPE 8.33% (I V: 12H) MAX CW = BASE OF WALL AT F I N I SHED GRADE CW=321.85 CW=321.24 Fax: (503) 415-2304 I C SLOPE 2.00% MAX H = HE I GHT OF WALL Q www.otak.com .com N c C TW CO CW=323.09 20' a' 20' 40' ,k ,� 17857 C17857C200 1 CROSS SECTION LOCATION Project No. Drawing No. T (SEE SHEET C3.05 FOR SECTION) �W H SCALE IN FEET Z C2 . 3 o Sheet No. a © Otak, Inc. 2016 XREF LIST Ltscale: 20 Resolved 517857X190 3p? � J # , I ,._ 11 ••••,..7 _ °3 C17857X230rod)._ / .� , ' cn o0 C17857X600 �. ...,%„�., ____... .. _ z C17857X001 ! N C17857X430 4 m ____-- 017857X101 \--� - -- -- 12 PLEX z 12 PLEX SW: 299.01 \ - \, Y�... ,,,. ---__ Wo, R. . mJ FG: 320.34 ° \ p - TC: 300.98 0 ` �, v \ 5W: 298.36 21 PLEX SW: 299.06 - • \ 1 o co I 1 j\ 22 PLEX ! �.- FG: 320.25 ...:..4::::4;;:-,,_ \ o 017857X230 SW: 298.34 STC: 301.49 A A � °a m a 017857X430 -- °°f cp aSW: 298.39 ■ A r f`G: 320. 18 � \ / II '. / I , • ,,,. /0 a \ SW: 298.32 f SW: 296.74 �_ \ / ► I \ d I _• _ FG: 320.27 ' d Q o p _ 4. SW: 298.96 5W: 295.60 SW: 296.78 SW: 320. 15 vz d ` Q° f I a� 1--- _ - TC: 302.02 I I I FG: 320.23 4/ SW: 320.55 e� SW: 299.00 / \ i ` 5W: 296.54 Sim °° I I \ 444' TC: 320.48 z N I SW: 296.63 • // SW: 321.55 \ a°' Y d SW: 302.08 d \ A a d 132012 \ ®\ -- - \ SSW: 306.69 SW: 322.21 / n302.20Ailk Via 29959 o tv z gi J N SW: 306;71 SW: 320.24 ' \ • 0_ z n o n '-- L___' ` SW 320.09 _ Io 5W: 300.97 I SW: 297.35 ( 1 ��I 1 SW:, 300.89 - SW: 306.72 \ ti� ice o o �.. II ISW: 297.52 a e �- -` SW: 300.97 , SW 29743 4 A 1 SW: 306.81 1[\k 4 �� ►: �/ L a Q , ■ � J SW: 320. 19 a /- cI = II •5W: 295.90 l\ `\ I • \ • / TC: 319.88 x 5W: 295.86 4 � � - - --\\ 4 1 SW: 312.37 I 4 .//.. -. SW: 300.93 d 1 .64 d I SW: 312.39 d I \ SW: 319.44 \ "•-•"'-' a a 1 1 g SW: 312.40 �� -SW: 319.48 1 SW: 304.69 I a 11 1 II' a SW: 295.7921:),//' d SW: 304.60 ` 1 i d d a •4 SW: 318.50 I' 1 rl a 1 �- a II SW: 318.43 SW: 295.74 . a SW: 302.67 1 0111 -SW: 318.44 l • ■ \ SW: 312.38- 1 Q � � \ 1 4 II ��.� I, / -SW: 318.38 I - , SW. 312.29 � T - \ , I 4 _ \ SW: 299.55 1116 5 // I � W \.. � 5W: 299.46 11 II it 1 SSW: 308.74 �� I SW: 302.75 I r SW:� 308.84 I III a - 1 1 a SW: 299.63 1 a 1 d SW: 299.53 • 1 ° r 1W.: 308.82 F .l '4 d' ■ 5W: 302.75 ■ 1 1 308.91 Ill • l'' \ } - 1 'a 1 a d 41 .41 `� SW: 302.57 \ SW: 34.52p: ' d 1 d ` N. II 1111 • d SW: 304.61 1 1 ' SW: 309.86 ,A a--� Q 4 ' \ SW: 293.28 \ I a SW: 309.94 _ `\ II 0 -� �� I 1 SW: 309.95 \ t 4 ii/(CIFD r �� SW: 293.33 1 �. r -SW: 33°109.94 fl ° _________3,i67--, �� ~ 7 .7 \ I 1 SW: 309.93 SSW: 292.67 . 1 -_ 4. SW: 310. 10 \ % \ TC: 294.95 I I II E--- - /77-, Z f SW: 292.73 "m SW: 316.05 I 1 __-_ -_ I I Il d -SW: 316.02 U-� `I SW: 302. 16 1 4 a ° _` 1 - / -SW: 316.00 1 H • Ali' SW: 293. 17 _ � �(ti9°` SW: 302.07 \ 1 II T. - / -SW: 315.97 SW: 292.64 ' • 1 �SW: 293 21 / SW: 302.06 1 \ a \, SW: 301.96 S. - L SW: 290.69 I SSW: 292.590\ TC: 293.41 1 i w I SW: 302.23 a X314 - \ SW. 290.75 r. • a a \ ° --- I . I / SW: 302.04, 1 • 4 + 4 \ d SW: 312.98 ----- SW: 290.69 - 4 11 • d e n . A 5W 312.94 l _ \ SW: 313.00 5W: 3I 4.83 ' SW: 290.22 \ ' . , �� SW: 312,97 l ° SW: 314.77 Z SW: 314.71Lii SW: 290.24 d i - 1 r _ ---1 - N • -SW: 314.68 I r W M • a W SW: 290. 16 . I \ 1 . 41'\I\ ''. ''. . ---.. •.2 • " ICD 0t • G �. .. d 4 n' '4 312 SW: 290. 17 TC: 293.34 r Z Ct SW:1289.72 I J • _ ` ►• - w r a . d - r', SW: 290.65 _ , \ d d 7 - -A .a h�--I W Z EN 4 • 4 Ct ho<7.------- .. \ o „„ ' °°`°'"°• SW: 289.6 5Q FG: 289.6I .,aQ Z \ Z A�•� FG: 289.54 I �,�„ co i Li_ Z cn o ADA RAMP A ADA RAMP B ADA RAMP C ADA RAMP D _ © w SCALE I -10 SCALE I = I 0 SCALE I - 10 SCALE I"=10' �---4 < Q n Q 0 U CD n co oCO co N,.._ 7 oa a_ C \cr,o HanmiGlobai Partner E. o C9 808 SW 3rd Ave., Ste. 300 Portland, OR 97204 "' Phone: T50033)) 287-6825Fax: 415-2304 C www-otak.com 0' 0' 1 0' 20' 17857 C 178570200 0.1" Project No. Drawing No. SCALE IN FEET 2 • A C H 0 z _,:, Q Sheet No. a Otak, Inc. 2016 _ �� CiloLEGEND: v FREQUENT FLOOD ` - �, �� a / / WS ELEV. �� FREQUENT FLOOD WATER 1 ff o \ �� qt-- \.� �' \ 172.76 iii �� SURFACE ELEV a - PRIMITIVE PATH S 1/ �' -, SEE LANDSCAPE 4 el��' RETAINING WALL l� 1® ® " / CIP WALL j PLANS FOR DETAILS I n SEE WALL PLANS STORM WATER /-141 f--f ,ii�� 4 RIGHT-OF-WAY FOR DETAILS \ TREATMENT 10______------- �� \ ° OVERLOOK SWALE � MINOR CONTOUR 2s� SEE LANDSCPEelligglAil.--: -- °' PLANS ��rte,. 20' 0'me N. 20' 40' MAJOR CONTOUR 2s5 o° millim , "00000111 --- °"-r---* ■= TOP/TOE OF SLOPE — 1 A • ., .,�� 119r- ` •� . 1 ) W j SCALE IN FEET f r� i�'..ili B J -.I�� MSE WALL SEE J U f'��! B . �� GRADING PLANS FOR ` Q (c2 I-Lij r` _ �� ~ =�,� ih STORM WATER WALL H1=IGHTS in -N �� / ❑ IJJ 1 �� - .._:;.__�Sr ^� TREATMENT CO� f ca o r \ ar SWALE7 t i f i ._ . i Ak* __________Hi / Q o WA CO ,'� -N �� !f 284 DECORATIVE FENCING 284 EG FOR iETAILS SEE ° � 9ScP .....- *AN- A ' ( c:: :--- q�?i"_: I 280 - --�' 280 0_ z C9 n N �_ �1 _ �� - -~ 0 lb DE.ORATIVE FENCING — `�, .Q p c•• \ -EX-EDGE • S tAND APEFOR S PLANS I i' `')f✓Ni. 1-,-- `' a O�PAVEMENT - - f I 8 x \ \ , , 276 DETAINING 276 /- _ _ ( CONC SIDEWALK - - - 0__y - — — - / r MALL TYP _1 _ MSE WALL SEE GRADING - - - i RETAINING CLANS FOR "SD03" LINE 272 I ca 4i ALL 272 H S \ WALL HEIGHTS �- _ POND OUTFALL- c; w Roy \ 7 STORM DRAIN - : I -!- --- -- / TOP OF POND RO ERs FUTURE SW D04" INE FORERS� — - - — / EL I. 268.0 rO�••� RO --- ROAD STORM DRAIN CONNECTION I -/ AD.. \ 268 268 -----_N\_. 7 : 11 25 YR !_ _-� _ - - _~ ` WS ELEV. 264.9 �..� \ - 4:1 _ ------ : -\--- o 264 264 rao o ----- "cl i / FG Z -_- --_- �. \ WATER QUALITY -J I SWALE PER CWS /Li PLAN: STORMWA 1 Crt FACILITY 260 DETAIL 700 AND 71g --\\- BUM POND 260 / ELEV 262.00 HORIZ: 1 "=20' RTHIN1NG J MTYP) --_ WALL (' FREQUENT INUNDATION ___ _ 256 • DEPTH ELEV. 262.76 256 255 255 0+00 1+00CI] 'Avfl 288 5' 288 ' STORM FACILITY SECTION A-A Z F 2_5I20' 0' 20' 40' ' El I4 F—� 284 — 284 VERT. SCALE = 5' n ' 0 L EG 280 — — - 2800-4 -� Al P RrAl F RD 288 288 NOTES: c: CiD 276 276 1. 12" MINIMUM TOP SOIL REQUIRED IN POND W Z � w 284 CO 284 2. PER CWS DCS, SECTION 4.06.3.b.6 PROVIDE HIGH DENSITY Q OR COCONUT MATTING OVER 12" OF TOPSOIL TO FREQUENT CO CONC SIDEWALK FLOOD WATER LEVEL ELEVATIONS. EXTEND TOPSOIL AND LOW ' w Z 272 �?, OTHiP.S 272 DENSITY JUTE MATTING TO THE EDGE OF WATER QUALITY 0 Z TOP O- POND7DECORATIVE FENCING TRACT. H Ca Q ELEV. 268.0 N 280 UK DUALS 5tt 280 '--� 25 YR W E WS ELEV. 264.9 /u NDSCAPE PLANS 3. SEE P5.0 FOR WALL PLAN AND ELEVATIONS. FOR CIP WALL t--� N5 CC Z z �' I STRUCTURAL DETAILS SEE S1.0 AND S1.1. i i r-' i O W 268 268 4' n .. cp - FREQUENT INUNDATION 276 - 276 4. REFER TO THE"ADDITIONAL/UPDATEDGEOTECHNICAL REPORT AND THE GEOTECHNICAL Q DEPTH ELEV. 2bL./b C&G RETAINING DESIGN MEMO RETAINING WALL DESIGN rrTT w C) v. YIALL RECOMMENDATIONS; AREA 3-EAST RIVER TERRACE CONDOS" F-�-1 _x - / (Blt OTHERS) 264 J FOR ADDITIONAL STRUCTURAL AND COMPACTION REQUIREMENTS. 264 FG 0 \ v / W c - CONC SIDEWALK F-- I- 272 to m 272 5. SEE SHEET C2.9 FOR STORM WATER FACILITY STORM DRAIN Q °° " s OUTFALL PLAN AND PROFILE. �"� L.L - P.T. 260 BUM POND 260 CC ELEV 262.+)0 .!-- 1 ' 268 7-- RCL��hNit4O 268 ).,4o FG /// ' _J ' / WALL (TYP) c) 256 ` 256 4 1 MAX / N BASED ON OUR REVIEW, THE GRADING PLANS ARE IN ACCORDANCE WITH u, 0+00 1+00 2+00 I. co 264 WATER QUALITY - 264 7 -SOUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHALL BE WALE PER CWS ;�; CONDUCTED AS DESCRIBED IN THE REPORT OF GEOTECHNICAL I cm to DETAIL 700 AND 710y ENGINEERING SERVICES AREA 3 EAST RIVER TERRACE CONDOS DATED DECEMBER 13, 2016. RETAINING WALLS SHOULD BE DESIGNED AND l_.i, E CONSTRUCTED IN ACCORDANCE WITH THE DESIGN MEMO z a 5 i STORM FACILITY SECTION B-B 260 260 "ADDITIONAL/UPDATED RETAINING WALL DESIGN RECOMMENDATIONS; AREA ,r„,� 31 IM PONU 3-EAST RIVER TERRACE CONDOS" Ff T SITE. E., 2.5 Ito' 0' 20' 40' ELEV 262.00 258 258 BY: 0+00 GEODESIGN, INC HanmiGlobal Partner 3' VERT. SCALE = 5' 0' - 5. 808 SW 3rd Ave., Ste. 300 § STORM FACILITY SECTION C-C o Portland, OR 97204 Phone: (503) 287-6825 0 2 5 Fax: (503) 415-2304 www.otak.com E. VERT. SCALE = 5' CO 17857 C 178570204 Ni 0 Project No. Drawing No. N N C2 . 4 is Sheet No. a.° © Otak, Inc. 2016 XREF LIST r a f , 1 I I 22 UPI IDILL BPLEX BLDG C 1 / 1A PROJECT cf) >1 Ltscale:: 20 ��` 4 SDO I STA: 100+48.24 © -46.79'L SDOI STA: 100+70.71 @ -20. 121.0 12 UPHILL PLEX BOUNDARY Q tti Resolved �, �` CB02, RIM= 281.5 I . a u) C.. (4" SDC002, RIM= 282.05 TRACT 'U' PER DOCUMENT s17857x1 sa ., I I.E. OUT= 276.5 I E) T.E. 1 N= 273.50 (4" W) 11 DRIVEWAY B STA: I 0+51.95 { 38.00 R ! C17857X600 1 \ I I I.E. OUT= 273.50 (4" SE) 0803, RIM= 282.72 0 ! NO. 20 1 7029 1 9 , DATED o c17857X001 �� • , a " f _ _ I d - \ I I 1 APRIL 12, 2017 v C 17857X230 '� + J - - - [ - - -i L= 19.40 LF � _ - -�1 d ° ! DRIVEWAY A STA: I I+58.06 ® - 1.5O'L 1 1 z N RTE-22 PLEX, SEE SHEET C2. 6 a 18" 5=0.005 ft/ft 4\1 ! 0805 RIM= 285.00 N o \ ° a a/ A 1 SDL,kT06�� 0 o °_ RTE-12 PLEX \ \ \'''''''''''.' . • ` 4 4 a os'1� s Q % -S- ------\ 4 4 1 \\ \\ `♦ 4 foi DR I VEWAY B STA: I I+90.12 {� 2.99 R a l 7I ` L 6.75 LF �s\ P SDMH02, RIM= 281.79 1. 4I . _ 12 Q 0 18 S=0.039 ft/fk Q 004 z 1 �\ �' � 1.E. I N= 272.40 18 E I oASH I NGTON \ ♦ U { ) L=33.03 LF 7 _ r-❑ Q BOUNTY R/W `�\�\ �° .d i I.E. I N= 273.23 (8" N) I$" S=0.005 ft/ft �� o� / DR I VEWAY A STA: I I+51.31 { -3.03'L Ok \ \ \ \ \ I I.E. OUT= 270.40 (24" SW) OLei t- cn �5DMH04, RIM= 284.69 V a. x \\ \ \ \\ (Hi5DS T I A �.4 ¢ 1 II.E. I N= 27$.72 (I 8" N) 0 L �� 4 D 1 s �� ' ♦ sDRIVES5 5S ( v�; -S5 © I E. OUT= 278.52 (I 8" SW) Q C r \ \ ' d ,�`• - f �• s� \ � a / � - �L=36.00 LF a a en 1 ��`L=7.90 LF \lye �.. OD - o D `v0 1 / 18" S=0.014 ft/ft \ 24 5=0.005 ft/ft�� + % S6MH02A ! C • `\ I I SD25� _ I DRIVEWAY B STA: I 0+30. 16 3.00'Rcipu' • Y'` s ♦ �� _ L=8.44 LF FSTA: I 1+04.35 3.00FW O - Gd a 1 ! , aw DW . Q [RIM= 281.40 DW --II-----1 ! SDMHO3, RIM= 283. 18 L=29.34 LF ♦ • I-- ? 24" S=0.005 ft/ft _11_7 - m / �t -I.E. I N= 278.03 (18" NE) ACCESS EA►EMENT OVER \ \ o --- cn I.E. I N= 277.45 (18" E) d (8" s 24" S=0.005 ft ft h" (8" L=21.76 LF I I I.E. I N= 278.86 S) ENTIRETY +�F PROPOSED R I ER / \ 1!!!! I I.E. I N= 278.31 5) N¢ 18" S=0.005 ft/ft I I.E. OUT= 277.83 (18" W) TERRACE EAST TRACT A !ir: � S 1 `'� - Nair L-75.73 LF !.E. OUT= 277.28 (18" W) __A I 1 .A �„ D � 9 �� 18" S=0.057 ft/ft L=10.03 LF - ' ' z�Q� �J ,� 1 5001 STA:r ik 12°6°971-9371(4274"°'1:)! 00+33.47 0.05' !„ ,�� _ L I.E.= 269.97 (24 NE) ...*,`' n I S" 5=0.057 ft ft i z "' c°� = N \ , \ \ o 1111 I AION... - .1,. *4 % CD • 1/QtNizi: ��y�--i' +• .\41` DRIVEWAY B STA: 12+01.72 ® -8.52'L 1 O •d 117 4 C \ J , +- �k/ leEl ri�� tr d \ SDMHOI. RIM= 281.95 /� 3� `� X 1 \ ♦ I.E. 1 N= 270.32 (24" NE DRIVEWAY A STA: 10+93.63 ® -32.35 L 3 ``' ) 1 DRIVEWAY VEWAY B STA: I 0+51.92 4� 3.00 R _ Q - fs \ \ \ ° 4 R o� • 1 4,4411\4•4\4\4, � _ , 1.E. OUT= 270. 12 (24" SW) SDCO3A, RiM= 282.35 ss--------d::. CBO , 1M- 282.88 i y ��' : i I I I.E. I N= 277.72 (I$ E) r It \ 1 ` 11 DRIVEWAY B STA: I I+ 14.39 1.33'R� 1.E. IN= 278.55 (8" N) \ 1\Ili CB25, RIM= 281.38 I.E. IN= 278.55 8" 5) .17.111°. I I.E. OUT= 277.72 {18 W) o • 0 �• I.E. OUT= 277.44 (8" N) �� b, � � 1 CAUTION!! • \\ \ \ fid. `� BLDG A I ° • li . '� I:c° EX GAS LINE TO BE • ♦ 1 1 DRI VEWAY B STA: 10+41.08 0 -60.40'L \ \ PROTECTED IN = ,\ CLUB HOUSE STRUCTURE - (155), 3 a a a :DPI • PLACE �� \� ` RIM= 282.6. • . 1 I.E. OUT= 279.87 (8" N) / y. °a -s• f • \ •„• I • ° . POOL d 71001'( ` / E EDGE OF . ` ° VEMENT N • a Q d'•" • 4 . P 4 • f * • a d ° .d ° d 4 e ° °, a / o�� o • \ • / ikirP�, EX WATER LATERAL lie o_ \ • • \ �` ° a // �� TO BE CAPPED AT / MAIN d • • \ ° -44 4 4, `4 as 4 // f� 1 0�� cam • `� • / GENERAL NOTES • ♦ ` M ACCESS EASEMENT OVER �.- • 0 DETENTION ° tea ° ° PROPOSED RIVER I. FOR STORM WATER LATERAL DESIGN DETAILS o POND N. %.% --- 'R , ,, • EX FH (BY OTHERS) TERRACE EAST R.O.W. SEE INSTALLATION CHART THIS SHEET. \ 0. ,� y • : \ / �/ 2. FOR PRIVATE STORM DRAIN NOTES SEE SHEET \ V \ \ // CO. I \56, : . 1 / / �-4 3. STORM DRAIN TRENCH BACKFILL SHALL BE IN0 • •4 I .� ` % y �� CONFORMANCE WITH CWS STD DWG. NO 590. \ 15 o • V 1 � SEE SHEET C5.4 \ (� o y • * / \ / o • , / CI) bi 4. STORM DRAIN P l PE SHALL BE HOPE N- 12 Q �' �� UNLESS OTHERWISE NOTED ON PLAN. \\\\ \ ..... \ rri"--1 / 4/ -7,- .A i 6, :-.:.:.:. 1 s $ .4k 0 '/ \ o STORM LATERAL INSTALLATION CHART t ECT' PRIVATE DRAINAGE KEY NOTES \ °y " � -se ' < o'` 7- 44/°_,/ LENGTHSIZESLOPE a-�-> CONSTRUCT 48" STANDARD MANHOLE PER CW5 \ II, / LATERAL STATION ALIGNMENT (�) IE ® MAIN IE ® END (IN) MATERIAL {�/�) PIPE BEARING STD. DWG. 010 SEE SHEET C5.2. X EDGE OF 0 / ° p SD25 11+14.38 DRIVEWAY B 1.7' 277.13 277.44 8 PVC 0.190 S2'10'13"W Z 2-) CONSTRUCT OPEN INSIDE DROP MANHOLE PER \ AVEMENT o� yO Lr? CWS STD. DWG. 080. SEE SHEET C5.2 \ o \ SDLAT1A 100+70.71 SDO1 34.9' 273.50 276.51 4 PVC 0.086 N82'59'41"W 0 0 U -''T1 CIE' K CONSTRUCT GUTTER AND CURB INLET CATCH \ SDLATI B 100+70.71 SDO1 20.1' 271.19 273.50 4 PVC 0.115 N42'52'28"W Z `••••// BASIN PER CWS STD. DWG. 300, 3 I 0 AND 320 0 $ w � o SEE SHEET C5.3. FdR_ STORM DRAIN SDLAT02 11+90.12 DRIVEWAY B 42.4' 273.23 277.48 8 PVC 0.100 N 17'08'20"E Z 0 T \ \ \ � o CONSTRUCT LANDSCAPE AREA DRAIN FOR DETAILS PLAN AND PROFILE SEESDLATO3 10+71.32 DRIVEWAY B 31.3' 278.03 278.80 8 PVC 0.025 N1'48'19"EREFER TO LANDSCAPE PLANS. y \ SHEET 02.9 © 1a--+--� CC ... o < -i- 1� SDLATO4 1 Q+5 .92 DRIVEWAY B 35.0' 278.55 279.25 8 PVC 0.020 N 1 47 44 E E-�4 Z O CONSTRUCT STANDARD CLEANOUT PER CWS STD. SDLATO4A 10+51.92 DRIVEWAY B 64.3' 278.55 279.87 8 PVC 0.020 ST51'58"E Q Q DWG. 500 AND 510. SEE SHEET C5.3. w co `� \\ \ li" •• • SDLATO4B 10+30.16 DRIVEWAY B 43.1' 278.86 279.28 8 PVC 0.010 SO'45'33"W H L,L w 6Q CONSTRUCT WATER QUALITY SWALE PER CWS STD. < I- DWG. 700. SEE SHEET C5.4. \ o \ SDLATO6 11+58.06 DRIVEWAY A 1.5' 279.40 279.69 8 PVC 0.190 S88'02'55"E r� M o 7 CONSTRUCT 6'x6'x 12" CLASS 50 RIP RAP PAD PER `�+ ! r SDLAT18 11+04.35 DRIVEWAY B 24.4' 278.31 278.80 8 PVC 0.020 S1'49'55'W CWS RIP RAP SPEC IF I CAT I ONS. SEE CWS STD ~Ny 0.--- : n n 0 DETAIL 770. W 0 cli o $0 CONSTRUCT SIDE STORM DRAIN LATERAL (HOPE \ \ of �( 7 N-12) PER CWS STD. DWG. 520. ON SHEET C5.2. S o, STUB LATERAL 5' FROM BUILDING FACE. REFER oy 'ik .\ ' P; LEGEND I oa CVCV TO PLUMBING PLAN FOR CONT I NUAT I ON. S CO z Op EMERGENCY OVERFLOW STRUCTURE AND DEBRIS \ / \ oy ss SANITARY SEWER LINE 0 STORM DRAIN MANHOLE r...� o �; CAGE. SEE DETAIL I ON SHEET C5.4. ` ` < O SANITARY SEWER MANHOLE 0 STORM DRA 1 N CLEANOUT Q Q Y14 CONSTRUCT 72" WATER QUALITY MANHOLE PER (27i- \lc/ .' 0 SANITARY SEWER CLEANOUT il. CATCH BASIN N CWS STD. DWG NO. 250 AND 260. SEE SHEET C5.3. < HanmiGlobal Partner ll FW FIRE WATER LINE ® AREA DRAIN CATCH BASIN 808 SWT 3rd Ave., Ste. 300 11 CONSTRUCT TRAPPED CATCH BASIN PER DETAIL 3 G� \ \ Portland, OR 97204 D W DOMESTIC WATER LINE ® DITCH INLET ON SHEET C5.4. �� 0 2a =_ 20immumm 40 Fax:rie (503) 415-2304 WM WATER METER \ www.otak.com 1 12 CONSTRUCT TRENCH DRAIN PER DETAIL 4 ON SCALE IN FEET SHEET C5.]. 17857 C17857C205 N \ o o FIRE HYDRANT ASSEMBLY DOUBLE CHECK VALVE ,cl \ \ + DCVA ASSEMBLY Project No. Drawing No. CV .0 \ SD STORM DRAIN LINE \ DOUBLE CHECK C2 . 5 DCDA DETECTOR ASSEMBLY -6 \ \ • Sheet No. 0 Q_ 0 Otak, Inc. ,201E \\ \ \ 1 y >N t9D DRIVEWAY A STA: 14+98.83 ® - I.23'L ' . • a °.s • � � GB06, RIM= 291.85 SEE SHEET C2 . 7 �- I• I.E. OUT= 285,73 {8 S) X1 ' ww�wi moi= • �� iMi� �� gN• DLDC E . 1 L=2.66 LF21 DOWNHILL PLEX 1 I o\ 11 r 3 771: o o o r_,_ 18" S=0.010 ft/ft I TRACT 'U' PER DOCUMENT _o ND WASH I NGT�IV I I 4 I i , I I I 1 NO. 2017029193, DATED �' �' - COUN Y 11 iv r 4. o� I I 1 APRIL 12, 2017 co o \l R/ 1 �='. a 1 0 Q 1 ° • 4' 1 m u Q 0 DRIVEWAY A STA: 15+65.68 © -2. 131 r a ., 1 I 0 = SDC01, RIM= 293.65 ! _10,4 o a 1 w . z I I.E. I N= 287.68 (12" N) }. �-7 .1-,,- _, �� 1 o` I.E. OUT= 287.68 (12" SE) N N�� Ew • o- FW FW FW �' FW Fa „ FW ,� w cn - DW DW .:6:�;.:. ` DW W • cn DW DW DW DW DW DW \)la / 1 li CO - I --DR 1 VEWAY A STA: 12+77. 13 ® -2.46t-- z , 1 I - ~�- s I - _ �. - - , _ I SDMH06, RIM= 289.66 �, - - -. 1 / \ / Q so I U SD SD $D SD SD S \- I I I.E. I N= 282.69 ( 18" W) N I d r. a,' 1 r •� RIVE A N ;;, I I.E. OUT= 282.49 ( 18" SE) or�� L=36.07 LF i 1 o SS SSS ISS ss ¢ © ss �� 1 n 12" 3=0.055 ft/ft % _I - 1- - - u a ¢ ' / • S I L=37.72 LF ��*V Sd� o I - f -I f J DR 1 VEWAY A STA: 14+79.48 0 -2.99 L �, , . ., da - -- ° I 18" S-a.0 I I ft/ft 9:::0_,,,5 I I H o SDMHO7, R 1 M= 291.85 - o i c� I.E. I N= 284.90 ( 18" W) n °, ll\` I z N�DRI VEWAY A STA: 15+32.84 @ -7.47'L % I.E. I N= 285.75 (8 N) 1 I Q" �:/ SDMH08 RIM= 292.25d uI.E. I N= 285.75 (8" S) I - 1 d w• cn DRI VEWAY ASTA: 12+32.83 -2.89 L =rc r\ ‘ 11.E. I N= 285.69 ( 12" NW) I.E. OUT= 284.70 (I 8" E) - - ` ` 1 \.:/ � -.-� Ao a o SDMH05, RIM= 288.46 � x I.E. OUT= 285. 19 ( 18" E) I . 11 �� 1' I o I r �I I.E. I N= 282.08 (}8" NW) °'� a w o ; L=36.63 LF - - 1 ______I ! .E. OUT= 281.89 ( I 8" 5) • I 18" S=0.005 ft/ft L= 19.33 LF I h.'..1 ; I 1 4 18" S=0.005 ft/ft L=38.45 LFe y L- I60.$4 LF ,-- I8" S=0.p10 ft/ft ° I < . w N-y` I L=74.54 LF 18" S=0.010 ft/ft i ' t Lc/ 18" S=0.039 ft/ft d . \'' .8 a �. j1 y 1\11. . ..\4‘. 1 PROJECT \\ BLDG B 'p BLDG C I17 BOUNDARY \ \ i. m 4] 1), ° 22 UPHILL PLEX 12 UPHILL PLEX 1 o � 1 10...., (n u: 1 • PROPERTY 1 .� I I I I I 1 LINE . p _ • \\Iiiihi.\ SEE SHEET C2 . 5 �a _ .___ ) •-;fi a a 1 p •_ \\,\\\\\\ \\ \\ 1rn to ' A -4 \\ ,o i of1 Id 1 0 °- I 0 4 \ \/0 1 I r cn 1 I 01. .4 I.---.4 Cf] NimTt LEGEND SS SANITARY SEWER LINE (D STORM DRAIN MANHOLE W ClOr7) O SANITARY SEWER MANHOLE OD STORM DRAIN CLEANOUT rT� PRIVATE DRAINAGE KEY NOTES GENERAL NOTES STORM LATERAL INSTALLATION CHART `s SANITARY SEWER CLEANOUT CATCH BASIN ) CONSTRUCT 48" STANDARD MANHOLE PER CWS I. FOR STORM WATER LATERAL DESIGN DETAILS LATERAL STATION ALIGNMENT LENGTH IE @ MAIN IE @ END SIZE SLOPE FW FIRE WATER LINE ® AREA DRAIN CATCH BASIN �y O SEE I NSTALLAT(ON CHART THIS SHEET. (FT) (IN} MATERIAL (FT/FT) PIPE BEARING 1-0--� STD. DWG. 010 SEE SHEET C5.2. DW DOMESTIC WATER L 1 NE ® DITCH INLET U (� 2. FOR PRIVATE STORM DRAIN NOTES SEE SHEET SDLATO7 13+15.98 DRIVEWAY A 28.2' 283.48 287.40 8 PVC 0.139 N1'53'S1"E W �,:/ CONSTRUCT OPEN INSIDE DROP MANHOLE PER CO. I WM WATER METER 1z E CWS STD. DWG. 080. SEE SHEET C5.2 SDLATO7A 13+18.64 DRIVEWAY A 30.4' 283.51 287.15 8 PVC 0.120 51'50'20"W W = O 3. STORM DRAIN TRENCH BACKFILL SHALL BE I N DCVA DOUBLE CHECK VALVE Z Q CONSTRUCT GUTTER AND CURB INLET CATCH CONFORMANCE WITH CWS STD DWG. NO 590. SDLAT08 14+79.48 DRIVEWAY A 28.0' 285.75 287.41 8 PVC 0.059 N1'S0'20"E ASSEMBLYE--0 r.:14 . 1 BASIN PER CWS STD. DWG. 300, 310 AND 320 SEE SHEET C5.4 so STORM DRAIN LINE I4 in SEE SHEET C5.3. SDLATO8A 14+79.48 DRIVEWAY A 26.0' 285.75 287.29 8 PVC 0.059 S1'50'2O"W DCQA DOUBLE CHECK cfpp--�-d c m (� 4. STORM DRAIN PIPE SHALL BE HDPE N- 12 DETECTOR ASSEMBLY < �.:/ CONSTRUCT LANDSCAPE AREA DRAIN FOR DETAILS UNLESS OTHERWISE NOTED ON PLAN. SDLATO9 14+98.80 DRIVEWAY A 1.8' 285.39 285.73 8 PVC 0.190 NO'55 27 E (� Z r. REFER TO LANDSCAPE PLANS. CONSTRUCT STANDARD CLEANOUT PER CWS STD. a DWG. 500 AND 510. SEE SHEET C5.3. LT4om D Q CONSTRUCT WATER QUALITY SWALE PER CWS STD. Q DWG. 700. SEE SHEET C5.4. H 0 """.1 co J c� . () CONSTRUCT 6'x6'xl2" CLASS 50 RIP RAP PAD PER N CWS RIP RAP SPECIFICATIONS. SEE CWS STD DETAIL 770. i cn o N r Q CONSTRUCT SIDE STORM DRAIN LATERAL (HOPE I a N- 12) PER CWS STD. DWG. 520. ON SHEET C5.2. C z STUB LATERAL 5' FROM BUILDING FACE. REFER TO PLUMBING PLAN FOR CONTINUATION. O J Qi A 9Q EMERGENCY OVERFLOW STRUCTURE AND DEBRIS CAGE. SEE DETAIL ON SHEET C5.4. HanmiGlobal Partner c 808 SW 3rd Ave., Ste. 300 E 10 CONSTRUCT 72" WATER QUALITY MANHOLE PER 20' 0' 20' 40' CWS STD. DWG NO. 250 AND 260. SEE SHEET 05.3. Portland, OR 97204 Phone: (503) 287-6825 MINI Mill (503) 415-2304 011 CONSTRUCT TRAPPED CATCH BASIN PER DETAIL 3 SCALE IN FEET www.o a .cam ON SHEET C5.4. 00 17857 C17857C205 12 CONSTRUCT TRENCH DRAIN PER DETAIL 4 ON Project No. Drawing No. N SHEET C5. 1. C2 . 6 -, Sheet No. 0 O © Otak, Inc. 2016 XREF LIST Ltscale: 20 Resolved S17857X190 '6 C17857X600 6 C17857X001 cn C17857X230 z, o RTE-22 FLEX r� ° -� 1 \ J-I d I RTE-12 PLEX m I dTI I� I I o m d ' I .d .,4 Q U Ti 1 . III a d d - SEE SHEET 02 . 8 -so- - - - -- -so- .- -- - - ,� d ,c.; w� �� cn z 11 1 I - . - a I- N A , d � �e d . a .1 .� 1 d immommilf: 4 ., � 4 1 I I' l11a 1r °4o ° J X PROJECT , 7` r CI o BOUNDARY = Q 1 1 ii,' n - - -! I - "1 �L- - � � Y"1" Qo 1 111 'I I 3 I _ II i. f . m W WASHINGTON Ie IIId I d p �C COUNTY(5.D,--\ I III a If I BLDG F I..i, 4 •`� (n LIJ I 4t d !ll 1 4 a , dy a (n O d W R/w I I III III 21 DOWNHILL PLEX I� L-72,87 LF o o I I 1 0 �, a d DRIVEWAY A STA: 16+63. 10 ® - 10.54'LOt II II ; • ' , BLDG G 12" 5=0. 120 ft/ft o Z °' Y I °1 SDMH09, RIM= 300.30 �'� a �x��i� c D o x I .4..d I i J I.E. I N= 293.47 (I 2" E) 4 .'d I. d CI TRACT 'U' PER DOCUMENT I ! I I - - I I .E. OUT= 293.26 ( 12" S) • � ' • �2°I Sga.005 ft/ft - 4.. NO. 2017029193, DATED a •.�, I ! APRIL 12, 2017 n �I Q�+ I _�, 1 - 1 1 DR I VEWAY A STA: 19+ 18.76 ® I.26'R _ �Q�Q', `s�� G • • I - . CB8, RIM= 301. 19 ! p LiJ T X I 1 J _DRIVEWAY A STA: 16+93.32 C 1.32 R 1 1 L=47.26 LF - . d :..411 I 4 1 ! DRIVEWAY A STA: 19+72.02 © 3.44'R @ c�, eL z oc, , rt - - - CB7, R 1 M= 300.70 12" S=0.009 ft/ft r SDMHI I A, RIM= 303.70 z °L.LI ,� _ CO n I I 4' II I d I - --..1.E. I N= 298.02 ( 12" N) o o rr a . I I 2 O 14 1 g I I I , I 1 I 4 I.E. OUT= 297.82 (12" SW) . Q F, 1 1 , 241/4 © L=45.30 LF �� :1 \' XII i ! LLJ L= 12.02 LF SD 7 -I2 S=0.046 ft/ft41 1 I 12" S=0.009 ft/ft^ M'I I1CN! 1 1 I I L=75.54 LF o ' �� 4 QI = f f cn �u� 8 C9� DR I VEWAY A STA: 19+28.68 4.40'R �../ l 1 © n cn 2 S 0.005 t/ t FP in oSDMH 10, RIM= 301.34 DW DW �� DW Duca DW DW DW DW )W / DW 1\ 1 f FW FW FW FW FW FW FW .'N FW 11.E. 1 N= 295.74 (12 NE) I I 1 I 8 - - - _ ., a - i- d' .. • - ,! ' -, r I■ mi m mi im .,I lb I.E. OUT= 295.54 ( 12" W) n LI SD SD r 1 (:\ 0 4 1 o ©--- S SS V SS SS SS SS SS f/ 110 \y/ �.r • ' a +•a 1 HL "� " SDLAT 10 Q ----�_ 8 DRIVE A , Q Q r ( c- 0� 'p1 / o N I I - i LL=34.68 LF r 1 r 4 / 12" 5=0.009 ft/ft L=50.42 LF vciQ . U1 a 3 yA . X I o 12" 5 0,009 ft/ft J d"4 d a a 4 4 y \III p � _ e .. -d n I e ,r6 XG x XG CGS - - - L=36.64 LF _ �:1 • 4 r - ,.. _ _ - - - 12 5=0.005 ft/ft • i j- IL I L=3.48 LF 4 \ ____IJ 11 1 \\_ 1 .-1 >-1 1 'tie _,, DRIVEWAY A STA: 18+03.04 @ 3.05'R 5 12" S=0.005 ft ft I p� U . o SDCO2, R 1 M= 301.28ft/ft I �� - I.E. I N= 294.91 ( 12" E) d \LD 4 S 1 L= 101.62 LF - 13 • I.E. OUT= 294.71 12" W a I o . 12 S=0.055 ft/ft BLDG D I ( ) 1 - PROPERTY 12 DOWNHILL PLEX ILINE \ \ Iy • a 4 • �E 4 l . 4 a 4 a �- ! r l ll a ^ d e E r x\7 1 S i -`14tr 1 o I ' ' � [` 21 DOWNHILL PLEX \ \I e d' 1:14 l .rte 1 '1.lrrrr.r.. 1 ,` • `� tl SEE SHEET C2. 6 I �' I � ' GI J a I .� , i v . - r:I., PRIVATE DRAINAGE KEY NOTES GENERAL NOTES LEGEND (� 1. FOR STORM WATER LATERAL DES 1 GN DETA 1 LS SS SAN 1 TARP SEWER L 1 NE 0STORM DRAIN MANHOLE :IL:: z V CONSTRUCT 48" STANDARD MANHOLE PER CWS SEE INSTALLATION CHART THIS SHEET. CD STD. DWG. 010 SEE SHEET C5.2. o N OS SANITARY SEWER MANHOLE Q STORM DRAIN CLEANOUT C (� 2. FOR PRIVATE STORM DRAIN NOTES SEE SHEET W `J CONSTRUCT OPEN INSIDE DROP MANHOLE PER COI SANITARY SEWER CLEANOUT G;h' CATCH BASIN CC CWS STD. DWG. 080. SEE SHEET C5.2 W 0 (/') T 3. STORM DRAIN TRENCH BACKFILL SHALL BE IN STORM LATERAL INSTALLATION CHART FW FIRE WATER LINE ® AREA DRAIN CATCH BASIN Z C) CONSTRUCT GUTTER AND CURB INLET CATCH CONFORMANCE WITH CWS STD DWG. NO 590. ``----// D W DOMESTIC WATER LINE ® PITCH INLET P--1 Q BASIN PER CWS STD. DWG. 300, 310 0 AND 320 SEE SHEET C5,4 LENGTH SIZE SLOPE # SEE SHEET C5.3. LATERAL STATION ALIGNMENT (�) IE © MAIN IE © END (IN) MATERIAL (FF/r) PIPE BEARING WM WATER METER Cr] Q CC CL 0 4 CONSTRUCT LANDSCAPE AREA DRAIN FOR DETAILS 4. STORM DRAIN PIPE SHALL BE HDPE N- 12 (5 Z REFER TO LANDSCAPE PLANS. UNLESS OTHERWISE NOTED ON PLAN. SD27 19+18.69 DRIVEWAY A 1.7' 295.66 295.99 8 PVC 0.190 N3'53'49"E � FIRE HYDRANT ASSEMBLY DOUBLE CHECK VALVE W Q C� 00 DCVA ASSEMBLY i 5 CONSTRUCT STANDARD CLEANOUT PER CWS STD. SDLATIO 16+93.35 DRIVEWAY A 1.6' 293.92 294.62 8 PVC 0.427 NO'58`16"E SD STORM DRAIN LINE I- o DWG. 500 AND 510. SEE SHEET C5.3. DCDA DOUBII CHECK ::.T-',.:SDLAT1OA 17+43.77 DRIVEWAY A 36.3 294.37 296,00 8 PVC 0.045 S1'49'54"W DETECTOR ASSEMBLY r� O 6 CONSTRUCT WATER QUALITY SWALE PER CWS STD. SDLAT11 17+55.78 DRIVEWAY A 27.0' 294.46 295.55 8 PVC 0.040 N 1'50'20"E MI d DWG. 700. SEE SHEET C5.4. ~� SDLAT12 18+82.06 DRIVEWAY A 28.0' 295.47 297.15 8 PVC 0.060 N1'51'00"E U i 77 CONSTRUCT 6'x6'x12" CLASS 50 RIP RAP PAD PER in CWS RIP RAP SPEC I F 1 CAT I ONS. SEE CWS STD SDLATI 2A 18+78.58 DRIVEWAY A 36.4' 295.45 296.91 8 PVC 0.040 S1'49'32"W 7 DETAIL 770. cm o I 0.2 40 • a Q CONSTRUCT SIDE STORM DRAIN LATERAL (HDPE C7 N- 12) PER CWS STD. DWG. 520. ON SHEET C5.2. C STUB LATERAL 5' FROM BUILDING FACE. REFER , d Li TO PLUMBING PLAN FOR CONTINUATION. 0 �9 EMERGENCY OVERFLOW STRUCTURE AND DEBRIS o C\/ CAGE. SEE DETA I L I ON SHEET C5.4. HamGPa \ 808 nSW i3rd Ave.,lobal Ste.rtner0 34 E 10 CONSTRUCT 72" WATER QUALITY MANHOLE PER 20' 0' 20' 40' `1 Portland, OR 97204 CWS STD. DWG NO. 250 AND 260. SEE SHEET C5.3. Phone: (503) 287-6825 a_ M= IMO Ilia 1111 \ Fax: (503) 415-2304 1 1 1 CONSTRUCT TRAPPED CATCH BASIN PER DETAIL 3 SCALE IN FEET www.otak.com EON SHEET C5.4, 17857 C17857C205 N 12 Project CONSTRUCT TRENCH DRAIN PER DETAIL 4 ONDrawing SHEET C5. I . No. No. C 2 • 7 0 Sheet No. Q 0 Otak, Inc. 2016 1 I. \ X I 1 0 I r, X X I I x a; PGE a I o X SUBSTATION 1 z S Lam 1 x x x x x x x I o io to o ;i. I1NNI:CQz -� OHL = t-0 l v• co- 7) NiA OHL 0 7' 0 -OHI PROJECT -0 0 -dx o�� OH BOUNDARY ----\ >- Q ' OHL OHL m m Q -=--m- -�� - -�f -elf -- - -i--- ----f - - _c C? U I A STA:2I+61.85 ® 6.50'R10LDRIVEWAY 5DCO5, RIM= 320.30 Q O• a 0 0 M I I.E. IN= 315.24 (12" W) s ■ ■I � � � � � mil � r� I.E. OUT= 315.24 (12" SE} I o o I 111111111111111111111" DRIVEWAY A STA:24+44. 13 ® O.00' 3 DRIVEWAY R I VEWAR 1 M STA:32 0400.16 3.00'R 1 NSA T 17[}28 19 ODA D T z Q m CBI 0, RIM= 320.27 �,/ • 1 1 0I I ' I.E. OUT= 316.70 (12" E) I,E. I N= 315.95 (12" W I ) APRIL 12, 2017 -I L-1- J - 1.E. OUT= 315.94 (12" E)CO �� VARIES R/W L-65.77 LF 8L=78.23 LF �f L=44.8 I LF L=95.76 LF L=32.47 LF .\ S o CC TO BE 12" 5=0.005 ft/ft \ / 12" S=0.005 ft/ft 12 S=0.005 ft/ft �12 S=0.005 ft/ft SD d� �+ w DED I CATER I j 1 - 12 5=0.005 ft/ft7 DRIVE A ��14.1 Z{� OJ _, Sf� ? D SD S SD '� w ° _ I o V TO o WASHINGTON I I �� w I 1 0 COUNTY I 1 / \:IVDRI VEWAY A STA:21+32.91 ® 4.47'R 5 �� "� O CC Q o wc� Fw Fw �r Fw Fw Fw Fw Fw Fw Fvr d �,Cr xjl pW G DW DW DW DW oa- Dw Dw Dw ^ • \ 5DCO4, R 1 M= 319.73 �rs� ;��\, I ,t1 N� -- - //\\41\ \ I I.E. OUT=3355 08,08 ({�2"N 5) PROJECT -5_ ��` ` w Q I j J ,�� ` 1 \ BOUNDARY CC j 1 Y 1 \7// I e ";`` \d 4 \. I L=24.98 LF � a J I o I x 1 l i I \\ e 12" S=0.005 ft/ft - CO 1 j 11 I , DRIVEWAY A STA:21+09. 14 ® 1.99'R �\ °, �� .1 )1„, -----.a.. Q a 4 4" j � -2; r I SDMH 12, RIM= 3 18.53 I f ! BLDG J I.E. I N= 314.96 (12" N 1 1 ) Ir,` I I SD28 I 0 TRACT/ / # 22 UPHILL PLEX 1.E. I N= 315.09 (8" E)- e 't - DRIVE C PUBLIC I - I '1.E. OUT= 314.76 (12" 5) e 1. 4� I DRIVEWAY C STA: I I+ 12. 14 0.00'R 1 - • I UTILITY 1j I -: I o EASEMENT 5SW01 STA:61+57.68 -8.97' 11 SSWD I STA:60+74.79 -5.02 L _ C89, RIM= 3 19.22 ICBO9, RIM= 312.78 r Fw jI.E. OUT= 315.47 (8" W) e - ' 0 RIM= 312.32- I 12.32 I I.E. OUT= 308.00 (8" 5) H ` c� j i I.E. OUT= 30$.66 (4" S) x I j7'7111T - -s a 1. °� Fw DCDA 1 j BLDG H I lJ - 1 I I I a 4 a ©•SWD I STA: I A$R i M= 1313.29 e'n w DW \ nW DCVA E WM s 12 UPHILL PLEX ■ _ I -- I I_ > L w DW I 1 1 I I I.E. I N= 307.73 (8" W) - - - - I (� 5SW01 STA:61+57.68 ® - 18. 19'L I.E. IN= 307.73 (8"� N) Q ACCESS EASEMENT OVER 1 1 j �•/ SDC006, R10K4=- M= 312.35 I I.E. OUT= 307.5 ) ENT I RETY OF PROPOSED R I VER WASHINGTON �- -4 ` `� 4 - , I.E. I N= 308. 13 (8" W) II I III- TERRACE EAST TRACT B �q COUNTY n . e. 1 i - - - - 1 I.E. IN= 308.48 (4" N) I - - 1 ' 1 - - - 1 L - - I- -- - TRACT 'U' PER DOCUMENT li e I.E. OUT= 308.13 (8" E R/W I • I r r E) ri , 1 L=65.Q0 LF NO. 2017029193, DATED p_,_,4 1 a� t; r �S f d.; `!, `!� �,r-ei Iw :• SS '° S �12" S=0. 120 ft/ft APRIL 12, 2017 11 0 X I I . L - OSSWO I STA:62+68.83 0 - 18.18'L h. t.-- I a I a L=86.70 LF Q SD26 I III DRIVEWAY A STA: 20+44. 13 0 2.01`R O o I e 1 SDCOO7, RIM= 312.56 -a 8" S-0.005 ft/ft� CD I - 4 I I.E. I N= 308.67 (8" N)�� o 8 J ,, t 4 SDMH I I, RIM= 3 11.83 \I Q T I rI.E. IN= 306.96 (12 N) ': f `t i L - I E. OUT- 308.67 (8" E) `a.. �B e v; ,,,. //1 � I SD4A 151 ° d- --- ° ,:_ I I.E. 1 N= 307.29 (8" W) Q r/y� p�_ IIIII�� 4 i e _ _ Na, I �71� - '�P' .- T ..i.Li. ._ ° I I y (,f� OUT= II I _ I a a .a • • ae e - a 4 s -° a l'. ... ° --a _ _ d _ r� _I.E. 306.76 { 12 5) d _ _ I 4 _ 4 G _ ° a Y I d e a - lll MEM J mmommammm X i I I i. • - - - �E v+ V i.., Id I II 5 d , r L=22.98 LF J - H - L=22.09 LF I I - - -, 8" S-0.005 ft/ft L=41-27 LF L= 16.59 LF 8 5=0.005 ft/ft . I �' 8 5=0.005 ft/ft -,____L=48.81 LF iii JI • 1 i I I / 8" 5=0.005 ft/ft I I� 8" 5=0.005 ft/fl- Cip 1° Z < I 1.4 1 , PRIVATE DRAINAGE KEY NOTES GENERAL NOTES LEGEND 1. FOR STORM WATER LATERAL DESIGN DETAILS SS SANITARY SEWER LINE O STORM DRAIN MANHOLE 1:4p--� Z CI CONSTRUCT 48" STANDARD MANHOLE PER CWS SEE INSTALLATION CHART THIS SHEET. co STD. DWG. 010 SEE SHEET C5.2. STORM LATERAL INSTALLATION CHART O SANITARY SEWER MANHOLE O STORM DRAIN CLEANOUTQ 0 (� 2. FOR PRIVATE STORM DRAIN NOTES SEE SHEET W �./ CONSTRUCT OPEN INSIDE DROP MANHOLE PER CO. I LENGTH SIZE SLOPE O SANITARY SEWER CLEANOUT ,�I, CATCH BASIN Ct Z CWS STD. DWG. 080. SEE SHEET C5.2 LATERAL STATION ALIGNMENT IE 0 MAIN 1E @ END MATERIAL PIPE BEARING r', Q� 3. STORM DRAIN TRENCH BACKFILL SHALL BE IN0 (�) {IN) (�/�) FW FIRE WATER LINE ® AREA DRAIN CATCH BASIN W c'"" 9 (� CONSTRUCT GUTTER AND CURB INLET CATCH CONFORMANCE WITH CWS STD DWG. NO 590. H Q `-� BASIN PER CWS STD. DWG. 300, 310 AND 320 SD26 60+74.80 SSW01 13.2' 307.73 308.00 8 PVC 0.020 N1'520D E DW DOMESTIC WATER LINE ® DITCH INLET SEE SHEET C5.3. SEE SHEET C5.4 � W (X 0_(� 4. STORM DRAIN PIPE SHALL BE HDPE N- 12 SD28 11+28.77 DRIVEWAY C 16.6' 315.09 315.47 8 PVC 0.023 588'13'05"E WM WATER METER Q o L./ CONSTRUCT LANDSCAPE AREA DRAIN FOR DETAILS UNLESS OTHERWISE NOTED ON PLAN. " // FIRE HYDRANT ASSEMBLY 0 zr. 0 REFER TO LANDSCAPE PLANS. SDLAT13 22+55.35 DRIVEWAY A 27.7' 315.88 316.44 8 PVC 0.020 51'50 20 W y DCVA DOUBLE CHECK VALVE Q 0 w a0 5 CONSTRUCT STANDARD CLEANOUT PER CWS STD. SDLAT14 23+78.37 DRIVEWAY A 27.2' 316.54 317.08 8 PVC 0.020 S1'49'24"W ASSEMBLY tY Q gp STORM DRAIN LINE DOUBLE CHECK H � � 0 F- DWG. 500 AND 510. SEE SHEET C5.3. SDLAT15 61+14.90 SSW01 21.4' 307.92 308.36 8 PVC 0.021 N1'53'20"E DCDA DETECTOR ASSEMBLY �� 0 M i () CONSTRUCT WATER QUALITY SWALE PER CWS STD. II r CC DWG. 700. SEE SHEET C5.4. SDLAT15A 60+98.31 55W01 12.5' 307.84 308.24 8 PVC 0.032 S1'50'05"W 0--4 10__-41 - 0 >" 0 N CONSTRUCT 6x6x 12CLASS 50 RIP RAP PAD PER y 7 ' ' " SDLAT16 61+57.68 SSW01 9.2' 308.48 308.66 4 PVC 0.020 N1'50'20"E C:4 = U C!7 nn CWS RIP RAP SPEC I F I CAT 1 ONS. SEE CWS STD SDLAT17 62+68.83 SSW01 21.4' 308.67 309.15 8 PVC 0.022 N1'48'24"E w DETAIL 770. . ic33P Op CONSTRUCT SIDE STORM DRAIN LATERAL (HDPE I 0 a E N- 12) PER CWS STD. DWG. 520. ON SHEET C5.2. 0: z STUB LATERAL 5' FROM BUILDING FACE. REFER 1-,1TO PLUMBING PLAN FOR CONTINUATION. JCD Q Op EMERGENCY OVERFLOW STRUCTURE AND DEBRISo CAGE. SEE DETA 1 L I ON SHEET C5.4. HanmiGlobal Partner 808 S9P 3rd Ave., Ste. 300 1 O CONSTRUCT 72" WATER QUALITY MANHOLE PER 20' 0' 20' 40' l--i Portland, OR g CWS STD. DWG NO. 250 AND 260. SEE SHEET C5.3. Phone: (503) 287-6825 1 1 CONSTRUCT TRAPPED CATCH BASIN PER DETAIL 3 \ Fax: (503) 415-2304 ON SHEET C5.4. SCALE IN FEET www.otak.com C\1 17857 C17857C205 Q CONSTRUCT TRENCH DRAIN PER DETAIL 4 ON Project No. Drawing No. N SHEET C5. I. C2 . 8 0 Sheet No. a Otalr, Inc. 2016 • 1 LEGEND: 1 ' FREQUENT FLOOD WATER / I 1 / . 1 r SURFACE ELEV 1 f RETAINING WALL ■ ■ ■ ■ MIME ■ E ■ od z • / o o \ / WETLAND • RIGHT-OF-WAY �.. ■ ■ ■ ■ .� N r 1 "- II 1 0 • --- cNI MINOR CONTOUR 267 z o I Q 20' 0' 20' 40' MAJOR CONTOUR 285 n • si moi' w Ili DO \ f OM MO TOP/TOE OF SLOPE '` .ice �,,._, tn. o I ,\' SCALE IN FEET M } CD cl) � _ != -- 1�Q m WASHINGTON J ) I \ --1-- COUNTY R/W ¢ f L H O ) CH INLET \ VEGETATED \ \ r _ I CORRIDOR \ STORM WATER STA: 14.28 "5003" -N 16'�Ili' " 14E Q , 1 ��- S o FACILITY // N: 649105.46 \ \ cc�� 9� �)> c E: 7598995.27 OvERftOW STRUCTURE I \ o cu ; g' -±-. '`' STORM WATER / GENERAL NOTES S-A:0 -28.63 OFF:-7.46L r o \ 1, STORM DRAIN TRENCH BACKFILL SHALL BE IN � � Q o• � z �, � T TREATMENT (5 STAi#6+20,00 "SD04" rS' M:2ri8.Q0 I SWALE `--i / N: 649116.11 IE. OCT 260.33 _ E: 7598983.05 I � J / j g / CONFORMANCE MT �f�4 WITH CWS STD DWG. NO. 590 �� , Wear ,■ of 18" C900 1.04 1 h / , , W x ■`� 1 1 SDMH15 / / / 2. LOCATION OF EX UTILITIES SHOWN ON THESE PLANS MIEEEMIUE ■ ■ ■ ■ ■ N. S)MH14� STA:1+36.81 SD03 �� • .� I STA:C+33.05 "SD03" � / /ti \ = ' ARE APPROXIMATE AND SHALL BE VERIFIED BY �A.��s� / CONTRACTOR PRIOR TO CONSTRUCTION. 0 ;' N32'37'43"W' g / � 0 ♦ I J "saa3" LINE SDMH16 Q � � PUBLIC DRAINAGE KEY NOTES ZD z Q, SD SD` / SD f i0 STA:2+38.67 "SD03" I 1 - SD04" LINE �� SO l CONSTRUCT 48" STANDARD MANHOLE PER CWS STD. ch N25'34'20"W' 3 �' ^ V\ SD N22.38'13"W DWG. 010 SEE SHEET C5.2. -..\I__ - - I Sb \ FUTURE ROY I =All IC�� r I \ __ _ ' . ROGERS RD 1 V CONSTRUCT 2 DITCH INLETS PER CWS STD. DWG. �� /_SDMH13 1 D BACK OF WALK 1\ 390. CONSTRUCT DITCH INLETS BACK TO BACK WITH r �� - - - �- _ -STA:0+25_12 "SDQ3"-= A ` �_ / -- r- �11 18" PIPE CONNECTION _ _ '� _ - �_ = - - - - -�--� •+-_ _ .- - -�._ _ ___ __ _ _ - - _________ �j 3 CONSTRUCT 18" C900 PVC STORM DRAIN PIPE. „ ---zi-T7 ------------ t10 ~ 7 4 CONSTRUCT 18" RCP CLASS V STORM DRAIN PIPE -5TA:10+41.69 "SD04"� - -�`-9X`�ox - F _ -� `� ` �N: 649105.91 �X - - - - - - - - - - • `• E: 75989F3�Y-- L �x ox x _ - -- - 0 STA:2+86.79 "SD03" - --=-------7---1 ' CONSTRUCT 4'x6'x12" CLASS 50 RIP RAP PAD PER _ _ x 0x EX POWER POLE .FUTURE ROY N: 648860.85 �./ CWS RIP RAP SPECIFICATIONS. SEE CWS STD _ - _ TO BE RELOCATED -- _ �_ ~_ -- - ROGERS RD x • E: 7599075.62 DETAIL 770. BY OTHERS �x ~ - FACE OF CURB U� -_ �X 6 CONSTRUCT EMERGENCY OVERFLOW STRUCTURE AND DEBRIS CAGE. SEE DETAIL 1 ON SHEET C5.4. i 11.4 �_ EX EDGE %- ~-� _____ - --�_ - _ 7 CAP STORM DRAIN PIPE FOR FUTURE CONNECTION. �� --� OF PVMT \ =. D( GAS L TO CLI 8E PROTECTED IN ~-- _ ' --_ CONSTRUCT 72" FLOW CONTROL MANHOLE PER CWS W / E ROY ROGERS _ `� ~` 8 STD. DETAIL 270 ON SHEET 5.4. Iiii RS ROY ROGERS RO -�___..._ ROADWAY ------\---- WIDENING 9 CONSTRUCT 18" HDPE D-3034 STORM DRAIN PIPE z ROA,D OTHERS BY ~ -._ ')'-' OTHERS \ -- 1I PLAN: wrte{ SDO3� �AND SD04� STORM DRAIN LINES I HORIZ: 1 "=20' W r ' 280 280 _ _ ---. Tn CiD V 1 SD H14L - �- - STA:0+33.05 "SD03" - - Q RIM= 29.10 ~ 1 `-. w � 1 1- IE IN= 260724 (18' NE) ,- - - - � � _ I EG � � 0 D IE IN= 260.20 (18' NW) _ 280 - - 280 IE OUT= 260.10 (18' SE) - OF PIPE w O O _ -- 1- � 0 ��iii � EG 270 --- ~ \ ` 270 H J \ OF PIPE f---i O Z \ DITCH INLET l - ` - - - U STA:0+14.28 "SD03' `` ' 48.11 LF- 18" RCP CLASS V � Z \ RIM= 263.82 7 @0.005 ft/ft CT, ch \ STA1O441.69 "SD04" IE OUT= 260.40 (18" 5) F3 © ry \ W F��-� Q LI- W FG © -- OF FIFE -�- \ PLUG SfORWI DRAIN \ H 0 Z_ OF PIPE \ FOR FULIRE CONNECTION \ 270 E ` IE=264.22 (18' NE) 270 \ ~ \ RIP RAP PER CWS CC Fir co \\ - SP CIFICATIONS SEE W 0 0 \ CW STD DETAIL 770 �N•y M 260 @0.005 ft/ft X41.86 LF 18" D-30- LL- - -- 260 W 3 r 1 3.77 LE- 18" D-3034 CC RETAINING - _.,.. �� - 1 WALL - I I \ F-4 O O _ li _ . .. - -�1 0 ~ I- U) () 1 coI 21.69 LF- 18" RCP CLASS V _ .. cz O ©-0.310 ft/ft 10.84 LF- 18" C900 0.006 ft/ft u' r. Oa C\2 260 260 o ao , Z ^cry z ts RIP RAP PER (;WS STA:10+20.00"SDO 4" '-' ,t_ o cc Ici 7.92 LF- 13" C900 c„ �, v o ,0 C IE OUT= 264.00 {18 SW) Q r� o - CL SPECIFICATIONS �O.OQ5Q ft/'ft a a "D r� c e-, SEE CWS STD 250 'c•Ar' oo n _ ,� a 250 N q DETAIL 770 'o + NN � Lo � Q � 00 tr) T 255 255 m ii II o Lr, + `" a °�,° N "'' \ HanmiGlobal Partner 10+00 © "' ,�, , , > 1 n - �- N N ii 808 SW 3rd Ave., Ste. 300 I- C) �' Phone: (503) 287-6825 Portland, OR 97204 0> 245 245 N Fax: (503) 415-2304 CD www.otak.com 5 ✓ PROFILE: "SDO4" LINE 5' QN PROFILE "SD03" LINE 17857 C17857C209 N 2,5 I2' �0' 40' Project No. Drawing No. 62.5 2 �0' 40' C2 . 9 o VERT. SCALE = 5' ✓ 0 - VERT. SCALE = 5' Sheet No. a C 0tek, Inc. 2016 L 4 �- f TRACT U PER • {5 RISERS) 1 DOC. 2017029,18113 11 SEE SHEET 0 3 . 1 1 REC. 4/12/2017 LU ©iiiii J I 1 LU T i I Ull -L-11 7.411, _ r- :3'1' \\ ■ ` , \• • • P il _ I, f 12 12' 1tl1L� �� mo .,.. :—..: ., \ \ \ 71 \ \ I I I I I I 1 1 I I l I I �� , 41) 41 •A cy co L4 nil Z 1 POND OVERLOOK `\ `\ ♦ © I 9.0' `r' © 1 I�� I I Ull ,� CO o \ \ SEE LANDSCAPE _ �` •� 1 F'— o0 (U (U U U I C C (U --� TYP. �' I r �' PLANS -- \\ \\ ♦ ;• I -z: TYP! 0 1 m ELr ��iii g i� 0 tr, \ A 4 07.0 f DRIVE B 0 1 o o . \ ♦ 12+100 N ■r f +00 TYP. cy 14+00 1 1 \-- o\ \ ` � � �� , - - d - a I_ o .. - I . - 1 - I - �- DRIVEWAY A STA: I I+24.64= 6 2 ` ♦ • • ■� CI © ® ; DRIVEWAY B STA: 10+00.00 a Y PLAYGROUND AREA. SEE - 1off sm 1 \ \ • t,►YY •/ ' LANDSCAPE ARCHITECDEPTLAA1 NS w�. -• �ww�.rrw ww rlww- \ 12 - wwww www.w-��-. J' 1 (.... =L-.fir _iC_ i'. i. —w s�ca.w r—w^^a D� lY N FOR LS411111.J e_.....--4, ._ - -w-JYiw7 -_ 1 �� S o \fr. 1\ 5 \ \ ,, 1 } I� L.r a r 5 ',5ti'etiti d r• iii ♦ Q TYP. - ' • o Q 0' cn ACCESS EASEMENT OVER o cE2 :3 �/ \ ENTIRETY OF PROPOSED ��'� ►,y. ��, - \••IrAIIIIPf. 4141:L. - .: �5 R I VER TERRACE EASE TRACT Jj�� -,--1 X ., - 3,4, © T Y� LLi 1 WASHINGTON ♦ Y ♦ ;f + y \ // COUNTY R/W ♦ I iii".. .;,•,. • , ANEW'''.- \ t . '' \ m (9 RISERS} 11' V f ♦ BLDG A _ 41) „---1.` i 1o 1 •♦ `\ \ CLUB HOUSE -\r41 \b� O TYP. ' \] IV \ \� \ �► BERKFOF WALK. 1 \ \ 100 (5 RISERS) 0 \ CONTRACTOR//LOCATION PRIOR TO • $ WASHINGTON ' ° CONSTRUCTION \ �J� I a Ilir COUNTY R/W ri �' \ • ♦ • ♦ \\ • • FOR POOL DECK aN`• ` a ♦ •-\___ \\ 4 6 a 1 0_,.......r_oil • ARCHITECT PLANSJ. / / \\* : \ \ 01” a \ Ill ♦ DETENTION POND .r0 ♦ / oo i ♦ ♦ SEE GRADING / i oN� LAYOUT SHEETS \ POOL BY OTHERS �y� / o �� °° i Cr] SITE KEY NOTES \ ♦ F9 G�� •'o. �, 0-1 CONSTRUCT AC PAVEMENT PER STRUCTURAL ♦ ` n ✓ ��-1�' DR I VEWAY A STA: I 0+00.00= \ ♦ \sss \ ♦ �2 'L i STREET A STA: 13+ 16.78 O SECTION DETAIL I ON SHEET C5.0. O• \ 0 CONSTRUCT STANDARD CURB PER CITY OF \ \\*. ♦ • \ \ / / i i n O 7 I GARD STD. DWG. 125 ON SHEET C5.1. a� N ♦ \ ,i • S\G ♦ V , / CONFORM TO BACK OF WALK. 3 CONSTRUCT CONCRETE SIDEWALK PER DETAIL 2 ♦ CONTRACTOR VERIFY �"'� II O ON SHEET C5.0. ♦ 1V 1 _ iL • 111111iiiilo ■- • �' i -LOCATION PRIOR TO k-� II C4) CONSTRUCT TYPE D' SIDEWALK RAMP PER o ♦ 4. J �� / CONSTRUCTION DETAIL 6 ON SHEET C5.0. MONUMENT SIGN 0 o • , / SEE LANDSCAPE Com- y O INSTALL STANDARD ADA ACCESSIBLE PARKING -5- ( ARCHITECT po 0 STALL STRIPING AND SIGNAGE PER DETAILS I �' / PLANS �k� ti * 0 AND DETAILS 2 ON SHEET C5. 1. \ ��11\ \ \\\\ .0. liti / OCONSTRUCT CONCRETE WHEEL STOP SEE DETAIL V' o 3ONSHEET C5. 1. # Q Cip � 7 CONSTRUCT MSE WALL. SEE GRADING PLANS FOR o� Q Q� DETAILS OINSTALL 411 WIDE WHITE PAINT PARKING c^f QA�/ 0 STRIPE. \ yG G, °y Q\/�C`�� ,S Z TRASH ENCLOSURE. SEE ARCHITECT PLANS FOR c" c^ y O Cli ENCLOSURE DETAILS. \ 0 2'cc.' Qn �� w z \ \1%1 ,l, Q 10 CONSTRUCT STAMPED CONCRETE CROSS WALK. FOR DETAILS SEE LANDSCAPE ARCHITECT PLANS. \ \ \\kpo - - 0 z 0 11 NOT USED. .. \ CONSTRUCT TYPE '8' S 1 DEWALK RAMP PER \ o W CI- 12 DETAIL 7 ON SHEET C5.0. y i ~ ci H 0 CONSTRUCT TYPE A SIDEWALK RAMP PER / D h 13 DETAIL 8 ON SHEET C5.0. \ , U INSTALL 11VAN ACCESS I BLE" SIGN SEE DETAIL \ \ ', c" ill 1,- —, 0 0 14 2, SHEET C5. 1 V ,� ry '�� 0 Cl_ O °s F-�-I W Q CONSTRUCT CONCRETE MOUNTABLE CURB PER < __ w 15 DETAIL 5, SHEET C5.0. �' ~ d \ CONSTRUCT DECORATIVE CONCRETE PAVERS o O4 1 16 SEE LANDSCAPE ARCHITECTURAL PLANS FOR \c?kp DETAILS. \ \ i o- 0, INSTALL STANDARD PCC CONCRETE 0a q 17 STAIR WITH HANDRAILS (NUMBER OF RISERS LEGEND C..l ..„..- \.:..iPER PLAN). SEE LANDSCAPE ARCHITECTURAL GENERAL -I z PLANS FOR DETAILS. I. ALL PAVEMENT AND SIDEWALK DIMENSIONS ARE TO PROPOSED Q FACE-OF-CURB UNLESS OTHERWISE NOTED. CURB 18 CONSTRUCT CIP RETAINING WALL. SEE WALL C9 Q PLANS FOR DETAILS. 2. ALL CURB RADII ARE 3' AT FACE-OF-CURB UNLESS SIDEWALK "-'.'_. \ C CONSTRUCT DECORATIVE FENCING. SEE OTHERWISE NOTED. r HanmiGlobal Partner LANDSCAPE ARCHITECT PLANS FOR DETAILS 808 Sly 3rd Ave., Ste. 300 ADA PARKING CZ 3, ALL ADA (C�, ) PARKING STALLS ARE 9'x 16' MIN. b- / & 20' 0' 2Q' 40' Portland, OR 97204 COCONSTRUCT CONCRETE CROSS GUTTER. SEE STALL \ Phone: (503) 267-6825 DETAIL 9 ON C5.0 4. COORDINATE ALL IRRIGATION SLEEVING UNDER PAVED Fax: 415-2304 SURFACES WI TH 1 RR 1 GAT ION CONTRACTOR. RETA 1 N I NG WALL ■ ■ ■ ■ ■ ■ ■ SCALE IN FEET www.(503) 415 O CONSTRUCT TEMPORARY AC PAVEMENT PATHWAY. corn E. 21 311 AC PAVEMENT OVER COMPACTED SUBGRADE. AC PAVEMENT 1 I `"i 17857 C17857C300 COMPACT SUBGRADE TO 95% RELATIVE o COMPACTION PER GEOTECH RECOMMENDAT I ONS. Project No. Drawing No. C3 . 0 15 Sheet No. a a Otek, Inc. 2018 ■ 1+ 4 `° ` ; — y \ \ ', � ` _ __ __ SEE SHEET 03 . 2 _ - 1 _ z 0 12. l i __ N � .4 . 1 - END MOUNTABLE CURB CI) — -� 1 + oBEGIN STANDARDEND STANDARD VERTICAL CURB 0c.>41 ==—� �f I I 'c EX EDGE OF 1 VERTICAL CURB _ © E I BEGIN MOUNTABLE CURB — 4' - -- - ADA RAMP WITH z ,� PAVEMENT * rI I I I ' I a I 1 HAND RAILING u - Ia M \''' a , I I ZRACT/PUE 1 TYP. _ 8.33% MAX o cc _. 4' ; SLOPE a 0 1 1 � (II © �, 1 m 0 Q At 1 \--.,........ ! 4 6' 1 PROPERTY LINEI M —�" 0 \-____ �_ 1 iii a n / 1 I END MOUNTABLE CURB END STANDARD ! END MOUNTABLE CURB 0 E, PROJECT BOUNDARY o o .ND TIE INTO TRASH VERTICAL CURB ■ BEGIN STANDARD 0 �+ / 1 f P. ! URE WALL 5+00 0 BEGIN MOUNTABLE CURB 0 TYP ■ 4+oa VERT!CAL CURB i 3+00 ® ;' t� 1 (5z m _ o� Y 0 / m Q m ■� DRIVE A BEGIN MOUNTABLE CURB 0 O _ VARIES Raw \ii ■1 END CURB RAMP TRANS ,l 1 04\-----t-- --- -- tt� DED�CA�ED �O', 1 \11PM\ �L \► 11 r I f 0 - TRANS CURB FACE REVEAL -O�Q` SeQz o Q CpUN 1 r I I 1 r „ , FROM 0" AT RAMP TO 6" w o J www- 1 * O \ 1 } O f TRANS CURB FACE REVEAL �� 1 Q `' '�' 1 I "- ' FROM 4" TO 0" AT RAMP 0 \ \ i ¢ z Alio w �i c� /�'J www. y _ CN V I �w�- Y 1 'y. .--,-- k..) = Z EX WASH I NGTON 1 O © `:_�_: 4 1 ��.IYI ?.,„. _rwl `�/, Wr _ _ C ---_-_ _ ` 53 COUNTY R/W / 4' 8 x I i - - 4 a 12' 121 t ; �� lJ/� '��, x \ 0 \._ .�1 === MIIMIIMM =-__-__ ADA PATH OF I © I 1 _ J`''I 1 I -__=====-.:� TRAVEL WITH 1 r W 1 ` ` HAND RAILING 3I11 1kt r 0 r CO TO EX NFORM 1�1 -14$ 1 11 8,33 MAX SLOPE r 51 24' .� 8.1 �� DRIVEWAY 11 '- __ en CO 11. 11 22 BLDG B �� a1 le BLDG C 0 1 � .1l 22 UPHILL PLEX i2 UPHILL PLEX 0 UJ 1 U7 \ \ PROTECT �1`,1® S I I CULVERT IN 1'1 r , 1 (5 RISERS - (I) III PLACE \\ilk fli \ ) Q ; LN w �. 1 0 1 — TRACT U PER DOC. 2017029193 EX EDGE OF I I REC, 4/12/2017 � ) 1 PAVEMENT j I L_J I � L__ _ li � COUNTY R/W \i- \ \ -A .11L0000, ,......,ii © 1 \:\\\ 1\N. •..\\H �- 1 tI 1 c SEE SHEET C3 , 4 1 T -11 - 1 11L 4 1.JOI-- J1 11.\ i ...,_. 1V s :(// t I I 1 SITE KEY NOTES O22 CONSTRUCT AC PAVEMENT PER STRUCTURAL CONSTRUCT SUSPENDED CONCRETE WALKWAY OVER r'1 SECT ION DETA I L I ON SHEET C5.0. DOOR. FOR STRUCTURAL DETA I LS SEE BLDG. PLANS P'11-1 ..// CONSTRUCT STANDARD CURB PER CITY OF 1,--411,--41�` T I GARD STD. DWG. 125 ON SHEET C5. I. HE 3OCONSTRUCT CONCRETE SIDEWALK PER DETAIL 2 0--1 ON SHEET C5.0. _---_ C;) CONSTRUCT TYPE 'D' SIDEWALK RAMP PER DETAIL 6 ON SHEET C5.0. I QINSTALL STANDARD ADA ACCESSIBLE PARKING 1:21-44 STALL STRIPING AND SIGNAGE PER DETAILS I AND DETAILS 2 ON SHEET C5. I. cfp D OCONSTRUCT CONCRETE WHEEL STOP SEE DETAIL 3 ON SHEET C5. 1. `' OCONSTRUCT MSE WALL. SEE GRADING PLANS FOR la4 �� DETAILS CD OINSTALL 4" WIDE WHITE PAINT PARK INGP--�-d z STRIPE. 0 CO O TRASH ENCLOSURE. SEE ARCHITECT PLANS FOR L� Z ENCLOSURE DETAILS. C i O 010 CONSTRUCT STAMPED CONCRETE CROSS WALK. Z FOR DETAILS SEE LANDSCAPE ARCHITECT PLANS. 7 11 NOT USED. W ...7.... Eil CI_Q O CONSTRUCT TYPE 'B' SIDEWALK RAMP PER H CD ~ (:)03 DETAIL 7 ON SHEET C5.0. E o CONSTRUCT TYPE 'A' SIDEWALK RAMP PER r z O 13 DETA 1 L 8 ON SHEET C5.0. o D INSTALL "VAN ACCESSIBLE" SIGN SEE DETAIL 14 2, SHEET C5. I cl4 1,---0 Q CONSTRUCT CONCRETE MOUNTABLE CURB PER = CD C!) (!) 5 DETA 1 L 5, SHEET C5.0. oo CONSTRUCT DECORATIVE CONCRETE PAVERS g 16 SEE LANDSCAPE ARCHITECTURAL PLANS FOR °' 03 DETA 1 LS. LEGEND 0 a i,„, �, GENERAL PLAN NOTES v INSTALL STANDARD PCC CONCRETE z 17 STAIR WITH HANDRAILS (NUMBER OF RISERS I, ALL PAVEMENT AND SIDEWALK DIMENSIONS ARE TO PROPOSED O PER PLAN). SEE LANDSCAPE ARCHITECTURAL FACE-OF-CURB UNLESS OTHERWISE NOTED. CURB H PLANS FOR DETAILS. C\2 Q 2. ALL CURB RADII ARE 3' AT FACE-OF-CURB UNLESS SIDEWALK `.•': \ HanmiGlobal Partner 3. 18 CONSTRUCT CIP RETAIN €NG WALL. SEE WALL OTHERWISE NOTED. y PLANS FOR DETA I LS. /" 808 SW 3rd Ave., Ste. 300 g : CONSTRUCT DECORATIVE FENCING. SEE 3. ALL ADA (6.) PARKING STALLS ARE 9'x ADA PARKING S16' MIN. TALLC\I LANDSCAPE ARCHITECT PLANS FOR DETAILS 20' 0' 20' 40' Portland, OR 97204 \ Phone: (503) 287-6825 4. COORDINATE ALL IRRIGATION SLEEVING UNDER PAVED RETA i N !NG WALL ■ ■ ■ ■ ■ ■ ■ (503) 415-2304 I CI) CONSTRUCT CONCRETE CROSS GUTTER. SEE SURFACES WITH IRRIGATION CONTRACTOR. SCALE IN FEET Q Fax: www.otak.com r- DETAIL 9 ON C5.0 AC PAVEMENT T-,/ 17857 C17857C300 CONSTRUCT TEMPORARY AC PAVEMENT PATHWAY. Project No. Drawing No. C.1) 3" AC PAVEMENT OVER COMPACTED SUBGRADE. Z COMPACT SUBGRADE TO 95% RELATIVE C . 1 COMPACTION PER GEOTECH RECOMMENDATIONS. a Sheet No. a_ © 0tak, Inc. 2016 M 1 II I I I _. - ==-----------,° 4 i + ! i I 1 I I I ADA PATH L— - 1 ."_==