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Plans 11 VALIDITY CF erg ;�, CITY OF TIGARD YAL IDIT�! PEF"hMIT 7AYLOR3 FERRY `„ THE IsSUANOE OF A PERMIT OREGON RECEIVED N ref FD ON CONS?q C ION lN PLANS FOR PROJECT DOCUMENTS , ND 0I E,FH APR 2 1 2020 I THE CODE O -iC AL ` H(X.fl SG e N OAICOTA n CITY OF TIGARD .- REOU'RING -I HE COr-EC i iON P O T S O DOG PARK BUILDING DIVISION 4, srnE£r i t OF ERRORS. OSSC 105.4ROWS t PARKING LOT IMPROVEMENTS Bu� STREET A/OU�aN RD Q BONITA'RD n $ c �Ontro1TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 16. 1998 BEEF BEND RD. &� DURtuM N City o{ Tigard Eros 0 ans: 0 FF-YLL To Sche5O3) 639-4175 CO Call * PROJECT LOCATION Initial Inspector!. CITY OP TTGARD ptiormtoasmairv3P`30tia" REVIEWED FO1 (...-,_,DE COMPLIANCE VICINITY MAP FMa�I insrogtiiope 1 /4ritp +' • portoflnelbu118'^91ne Approved: I/ N .J I INDEX OFTSHEETS oTc: \Jp Permit #:,S r'r an t -no to 1 n Cl EXISTING CONDITIONS/DEMOLITION PLAN Address: I. SO0 u�I1 7 Applicant: r'' � •, Suite #• C2 GRADING & EROSION CONTROL City of Tigard Yl Qoy By: - ( ` .J / Date: '-st-� C3 SITE LAYOUT 13125 SW Hall Blvd / I Tigard, OR 97223 't4; / ti C4 TREE PROTECTION PLAN C5 LANDSCAPE & IRRIGATION PLAN Contact: Jeff Peck, Project Manager 5f., D 1 SITE DETAILS $ City of Tigard o:(503)718-2466 �. D2 SIGNING AND STRIPING DETAILS c: (971)295-6588 \P 1§ email:jeffp@tigard-or.gov T, D3 EROSION CONTROL DETAILS 11 13125 SW Hall Blvd O'6 T OF Tigard, OR 97223 • Approve., �,, �G RO D4 EROSION CONTROL NOTES & TREE Date: 'Fenntng PLANTING DETAIL � tnitiais;~ ?3 �j Map&Tax Lot No: 2S101CA00500 ' I2- 41 Site Address: 13500 SW Wall St Tigard, OR 97223 "�-1� NOTES: Zoning: Parks& Recreation (PR) PROJECT LOCATION 6T 1. BEARINGS BASED ON PARTITION WASHINGTON COUNTY PLAT RECORDS. 2007-064, LO A 10 ' AP 9 2. ELEVATIONS ARE BASED ON GEODETIC CONTROL POINT "W815" PER SURVEY GC-40, WASHINGTON COUNTY SURVEY r RECORDS. ELEVATION = 161.443 FEET, NGVD29. PRO / 3. FIELD SURVEYED (UUNE 19 & 20, 2013) ATTENTION:Oregon law requires you to fa CZ ,vies adopted by the Oregon UWity Notifcation Center: fiose .t � rules are set forth in OAR 952-001-0010 through OAR �Ca` SSG 1 Ni # I 952-001-0090 You may obtain copies of the rules by R,rJ 4 14,021 'P .y 8 calling the center. (Note: the telephone number for the @ - r y Oregon Utility Notifleabar Center is (503) 232-1987). �/ ,/1 /-4----- . z ATTENTION:Notify NW natural at (503)220-2415 when OREGON PROJECT DESIGN OVERSIGHT APPROVAL BY: excavating within 5' of an existing high pressure gas (__ O LORI FAHA P.E. DIVISION main. f0 31. VI. ASSISTANT an'ENGINEER PUBLIC WORKS DEPARTMENT <o '•' April 14, 2020 13125 S.W. HALL BLVD. '`- 9/ p P _ _._. - :TIGARD. OREGON 97223 CALL BEFORE YOU DIG — BID DATE VOICE: 503-718-2467 �` 'W 1-800-SS2-2344 t;�R= /2,3i- )07/ CIP 2020-920t53 �/ FAX: 503-624-0752 TIGARD wilW77GARD-OR.GOV PROU£CT NUMBER '\\' REMOVE RAILROAD TIE TERRA FIRMA ..--\---, GUY WIRE & ANCHOR CURB (260 LFf) \\\\\\\\\\\\\\\\\\\\ \\\\\\� 7920 SW HUNZIKER ST. \ TO REMAIN GAS METER ASPHALT FOUND 5/8" IRON ROD PARKING w/rPC MARKED \ \ NORTHWEST SURVEYING, PROPERTY LINE LLC" PER P.P. 2007-064 r OVERHEAD POWER PROTECT UTILITY POLE • — — — - iega — - — — -- - \sl_ _ DEMO LIMIT I 0 0 NATURAL ° e N:649144.72 N SANITARY PER DOGS: EASEMENT DRAINAGE \• PROTECT 24.5 E.;7621819.68 2007-019321 & 2007-019322 - ` SWALE -� 75' r - - - - ° ° unL1TY i - - `` POLE DEMO LIMIT �, ° . ° I ° ° 1 so P••MO LIMIT • 1A N.649069.28 N:•49069.28 20 l' E:762 1 884 43 ° \ 7° - 884.43` ° ° t_ 25 � 25' D£MO LIMIT . ° _ N:fi49164.95° ° D: 0 LIMIT I / E.7621838.69 N::4908308 p3.5 �{ E.7.21:98 9 1 , REMOVE PORTABLE MARKER. DIRECAON OF 75' RETURN 70 PARKS �► FLOW (TYP) DEMO LIMIT DEPARTMENT (TYP) N:649103.90 ° ° • 15'x 15' E•7621887.3 ° ASPHALT ° _.' ` 0� ar..�r /. •PPROAC ° � GATE _ . CHAIN LINK REMOVE SIGN. ° ° - REMOVE SIGN. REMOVE SIGN. 3A RETURN TO RETURN TO RETURN TO PW PARKS PW PARKS PW PARKS DEPARTMENT CATS DEPARTMENT yy lf., 9 4kr. DEPARTMENT = D Z y REMOVE AND DISPOSE OF CREOSOTE c N T COATED UTILITY POLES AT AN x APPROVED DUMP SITE Si (31 VI (14 POLES TOTAL) --it ` 0 \ . �;ss—\ POTSO DOG PARK 7960 SW HUNZIKER -��,���p PAOF 41 2.59 ACRES \g��ci"'o•1 NBg i5.6 a \ 4.14C. 4 14,021 9 GRAVEL AREA (11,640 SF) ,L -. sg PER P.P. 2007-064 4' OREGON 1-4 ACCESS EASEMENT / o `9 .4N ////i EEXCAVATION XCAVATION VOLUME:LIMITS: 80MO CY 11° SECTION . AREA: 2,350 SF F 31 6' ELECTRICAL POWER i LINE EASEMENT \ \ PER BK. 835, PG. 506 Ku 12 -3/-2,1/ Revlslons and Addendume , I Description SCALE: 1" = 20' IaBUC EOM*Oms POTSO DOG PARK SHEET Date No. By t BIQt wolecs naioN DEPARTMENT . 13125 S.W. HALL BLVD. ti �- i . WARD, OREroN 97223 PARKING LOT IMPROVEMENTS CI x 10' 20' 0 20• VOCE FAX: 503-624-0752 TIGARD www ncaeO-oR.GOV EXISTING CONDITIONS/DEMOLITION PLAN ME NO DESIGN:JP DRAWN:JP CHECK: LF 1 PROJECT NO: CIP 2020-92053 92053 N �� - \` \\\\\\\\\\\\\\\�\, \ \\ 41\ 0 y ti .ad ;.• - - --^-- - - - - - _ 150.E FL , - K___ _ I 111‘1414 t e MATCH ♦ 1. i.0% `, - 155,6 EG 2.52% 152.06EG ` FILL SLOPE (TYP) �s 150.6 EG i'150.67 P 154.43 P I GRADE BREAK • 149.E EG 7 ` ..1 X- } 154.1 EG GRADE BREA 151.71 P N -150 \ \ cv -� �' �1 151.4 EG 151.11 P 150.6 FL I i 52.79 P 151.84 P '� 150.E EG �� \ 153.02 P 1152.3 EG 751.5 EG ° I ° 154.90 P � 4S �� 154.80 EG GRAB 152.7 EG r• 151.12 P i J I BREA' �c :•(.,, O. k. ( F/LL SLOPE hrzi �7 u�i ( n �. . •TCH AC TYP f 1.OX ? 4:1 �`-1 51.3 P . \ 1 .4.80 EG o i < � � ( ) 1 1.5% 4:1 1 GB •, ;1 I 4:12.5% 4:1 p' ���� 1 : • • • • , . 155.10P 153.30P , '111 . 153.07P 0 152.12P - 151.99P 151.42P e A \. 154.76 EG 152.5 EG 152.2 EG 151.7 EG 151.4 EG 150.6 EG 9 \ O 152.4MATCH 151.7 EXISTING MATCH \ EXISTING II \ ` `� § \ \ _-155--. \ii al i \ iGRADING AND EROSION CONTROL NOTES GENERAL Oj INSTALL CHECK DAM STRAW WATTLES IN DITCH LINE AS SHOWN. 150.00 P = PROPOSED ELEVATION g�V_ 1N �f►�O w SEE DETAIL ON SHT. 03 149.7 EG = EXISTING GROUND ELEVATION v /d \ tv/ 14,�1 \9 s O INSTALL SEDIMENT CONTROL FENCING PER DETAIL ON SHT. 03. (LENGTH=55), r 5 R \ OEEGON R; O3 INSTALL GRAVEL FLOW SPREADER MIN. 2' WIDE, 12" DEEP WITH 1-1 2" CLEAN o R4 DRAIN ROCK. VOLUME ±2.6 CY/4 TON / fc 31. ,q0� i 0 INSTALL STRAW WATTLES PER DETAIL ON SHT. D3. (LENGTH=250) \ WIRE& I2-31-2oz( Revisions and Addenduma g Description Date No. By SCALE: i" = 20' r P O T S O DOG PARK , SHEET tJ125 S.W. HALL etva. I' - 11G4RD, oRE00N 9722J PARKING LOT IMPROVEMENTS C2 WIDE 503E639-4171 10 20' 0 20' tom" Fi1Nt 503E624-0752 Re TIGARD WWW.TIGARO-OR.GOV GRADING & EROSION CONTROL PLAN PILE NO r DESIGN:JP i DRAWN JP !CHECK: LF !PROJECT NO: C/P 2020-92053 92053 \ TERRA FIRMA N �\ `,� 7920 SW HUNZIKER ST. ,_ _��-\\\\\�\ CLUSTER OF IRRIGATION \\\\\\\\\\\\\\\\\\ \ �\ \ VALVES INSTALLED AFTER / TOPO CURB CURB N: 649250. 12 \ N: 649084.18 CURB PROPERTY E. 7621736.95 E: 7621864.12 N: 649107.97 CURB END TRANS. \ \ E. 7621843.81 9 LINE PER DETAIL ON SHT. D l BE /AV CUR= 649069. E. 7621884. - - _ rn N40' 28' 52"W 226.39' di =: • - PROPERTY IIPA ) 6'e-- 8' 247' 2 - 9 \ LINE \ `� 9 2 11 NDG649266.31 - 2.5' / \ 1 CURB N: 649084.92 el- Ni 1 E: 7621736.95 1:11 N, E: 7621869.52 113 / a 9 9a BEGIN AC111 11' a , s. t I 2 19 N: 649082.94 E: 7621887.4 E: 7621887.41 O 19 , 2 ' � 6' - E: 7621899.04 -. _ 1 ‘ _ : 6 -; -4 gip _J 9 �- f � \ (TYP) : i uo c3<t N. 649101.75MI pm E. 7621887.02` 2 9 09'\ S40. 8'52. 21 . + + .-._. • -o- EDGE OF AC. ---7 � -a-- \ � + ` J AC ANGLE PT. EDGE OF m N. 649279.94 �// N: 649110.63 \ \ 1� E 7621897.42 10 PAVEMENT 10 10 8 10 E. 7621752.9 J \ 10 14 POTSO DOG PARK \ �� - 7 8 7960 SW HUNZIKER 13 3 \--- 'A \\\ CONSTRUCTION NOTES 2.59 ACRES 1 ,,..1(n o 1 LEVEL 2, 1/2" DENSE ACP. 3" SECTION. SEE 10 INSTALL 5 TALL CHAIN LINK FENCE AND POSTS PER DETAIL ON SHT. DI. ....-1 \ DETAIL ON SHT. DL 11 INSTALL PRECAST CONCRETE WHEELSTOP PER DETAIL ON SHT. 01 8 1 2 INSTALL DRAINAGE CURB PER DETAIL ON SHT. D1. d \\\ 12 INSTALL 12'x12' GRAVEL PAD PER DETAIL ON SHT. D1. 3 PROTECT UTILITY POLE ANCHOR.\ \ 5INSTALL PRE-MARK ADA ACCESSIBLE PARKING STALL STRIPING\ - 14 PAV£ ASPHALT ADA ACCESSIBLE PAD (6'X12)PER DETAIL ON SHT 02.� 6 INSTALL ADA PAVEMENT MARKING SYMBOL PER DETAIL ON SHT. D2. �'� 15 INSTALL DOG WASH AREA SIGN OREGON ` \1\ 7 INSTALL VAN ACCESSIBLE SIGN (R7-8P) PER DETAIL ON SHT. 02. PER DETAIL ON SHT. Di °fc 31. �cseP O 8 INSTALL ADA SIGN (OR7-8) PER DETAIL ON SI-IT D2. PAVEMENT AREA: 9,927 SF I \ \ \\ 9 INSTALL NO PARKING SIGN PER DETAIL ON SHT D2. SIGNS TO BE E> 2-r r PROVIDED BY CITY. CONTRACTOR TO PROVIDE POST AND ANCHORS Revisions and Addendums 0! Description Date No. By SCALE: 1" = 20' POTSO DOG PARK ENSISEERING DIVISION SHEET PT I3125 S.W.OREGON PARKING LOT IMPROVEMENTS C3 10 20' 0 20' �i�J 4RICe 1 A. FAX: 4RD-O4-0752 SITE LAYOUT TIGRD www.ncAaa-oR.cov Pr a NO DESIGN:JP 'DRAWN:JP CHECK: LF ,PROJECT NO: CIP 2020-92053 92053 I \ \ _` FENCING PER DETAIL ON SH INSTALL ORANGE ON \�_ TREE 102 04. LENGTH = 280'± TREE 110 \ ;`. \ TREE f 08 TREE 109 � r- - . • —41L r --, . � �. _. .-�.,,� ., ter_ _ . �—',TAM' • ®_�\ TREE 107 • -t'-'- ��� =f - TREE 105 TREE 106 , .�D9�� TREE 104___________\_- ° ° , OUTLINE QF PROPOSED CURB AND PAVEMENT So — 1 \ \ , 1 I ° ° ° ° ° / i l 1 1 ' :: 1 / t ! f -�- CHAfN L/NH \ 3 I _ �_x X { X X X X- I X X X\ X— X X X \X X X X X X -- X\\\\ \ I x • x OUTLINE OF PROPOSED PAVEMENT \ \ \ \` \ PROPOSED PAIRKING lOTSTRIPING x I • , X X POTSO DOG PARK " " ii 7960 SW NUNZ/KER \ I \ \\\ \ 2.59 ACRES x 1 \ \ 1! \ \ li . TREE PROTECTION NOTES: $ 1. PRIOR TO ANY CONSTRUCTION, THE PROJECT ARBORIST SHALL BE ONSITE TO DISCUSS METHODS OF TREE TREE TABLE PROTECTION WITH THE CONTRACTOR AND TO INSPECT AND VERIFY THE INSTALLATION OF TREE PROTECTION A MEASURES. DBH CROWN RADIUS CANOPY AREA il 2. TREE PROTECTION FENCING SHALL NOT BE MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER TREE NUMBER COMMON NAME SPECIES NAME (INCHES) (FEET) (SQ. FT) i DIRECTION OF THE PROJECT ARBORIST 102 RED MAPLE Acer rubrum 11 6 113 (1,91110peee 3. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE TREE PROTECTION ZONE (TPZ). �'! 4. EXCAVATION WITHIN THE TPZ SHALL BE AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION WITHIN 103 PLUM Prunus spp. 15 11 380 01 NgTHE TPZ IS UNAVOIDABLE, THE PROJECT ARBORIST SHALL EVALUATE THE PROPOSED EXCAVATION TO 104 PLUM Prunus spp. 14 9 254 4 14,021 g'p 9gi - DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES. 105 LODGEPOLE PINE Pinus contorts 16 6 113 4. ) = 5. ANY CONSTRUCTION WITHIN THE TPZ SHALL BE UNDER THE ON—SITE TECHNICAL SUPERVISION OF THE 'L•1VII �� ' PROJECT ARBORIST. 106 PLUM Prunus spp. 7,8 6 113 OREGON 11 6. THE PROJECT ARBORIST WILL MONITOR TREE PROTECTION MEASURES REGULARLY AND PROVIDE BI—WEEKLY 107 PLUM Prunus spp. 14 7 154 04'c au ilWRITTEN REPORTS TO THE CITY DURING PERIODS OF ACTIVE CONSTRUCTION. 7. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST SHALL PROVIDE A FINAL REPORT 108 LODGEPOLE PINE Pinus contorts 15 11 380 THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN AND PROTECT THE REMAINING TREES. 109 LODGEPOLE P/NE Pinus contorts 18 8 201 1* 110 PLUM Prunus spp. 13 11 380 ' 12-31 -Z'2_1 .5 U; Revisions and Addendums Description Date No. By SCALE: 1" = 20' ENGINEERING T►DIVISION POTSO DOG PARK SHEET 1 N . '13125 S.W. HALL 61.L17. �■!� . � = VOICE: OREGON 4171 PARKING LOT IMPROVEMENTS C4 1 : VOICE: 503-639-4171 e ]0' 20' 0 20' TIGARD F�nG4RD-OR.GOV 2 TREE PROTECTION PLAN FLE NO ___ — -- -- ------- 92053 DEBION:JP DRAWN:JP CHECK: LF PROJECT NO: CIP 2020-92053 - � / EXISITNG TREE CANOPY / ` — _ / — — ` / - - 35' DIAMETER/ - - — \ / �\ \ \ N / / / \\ ,/ / \N 1 \ . + ' 1 - 1 _� r---- - ---r-- - - -Hrua. - / \ / \ ///\N \ N. 1' \` — Jam/ Ill - - � � \� _ — � � DOG WASH 4 /� ' N. — AREA - Er, \ 1111 ��I` 5 5 { ,' % 1 � 3 2 5 I 3 © 5 4 2 f i alallitc , . I AIMIIIL / I lig& ....._ , \ ----\, 1 ,fflow......A....1\ / ,110,..A1,-rini..14- , r.-...: r \ k-,0-000---1,7-,sicriii-, '1"-- Nor ',Ir.-,•,...."1, mir ‘ , t WM. /. ialIal'airrit �/ i f/ Tf i r\ i 40. \ 1 / \ /1\ %dr , , , \ Ann vr---,-/- , , \ _ _ ___ _...___,„„..- , ..."*.\ N. _ I / \ / 6 11 ` - — EXTG.1" D.L. 4 4 4 i ii \ EXTG. 2" M.L. \ \ 1 \ , 1 6 PLANTING AND IRRIGATION NOTES i PLANTING NOTES: nINSTALL 1" CLASS 200 IRRIGATION LATERAL PIPE. 7 PLACE 3" SECTION OF BARK MULCH BETWEEN THE PAVEMENT AND 1. B&B STOCK MAY BE SUBSTITUTED WITH CONTAINER STOCK OF EQUAL GRADE. INSTALL BENDS AS NEEDED. LENGTH = 250 FT ± FENCE LINE AND AS SHOWN ON THIS SHEET. LQ�,DFE 3 2 INSTALL SCH. 40 2" SLEEVE LENGTH=20 FT ± APPROX. AREA & VOLUME: 1,600 SQ. FT/15 CY 2. ALL TREES SHALL BE BRANCHED. 'tv t N 849 3. SEE SHEET D4 FOR TREE PLANTING DETAIL ;,�14������ 3 CONNECT TO EXISTING 1" STRUBOUT AT CONTROLLER VALVE Q r MATURE SIZE C1VD Is 4 ROOT ZONE WATER SYSTEM: HUNTER RMZ 18 -2 PER TREE / f 35 U SPREAD o o66GON 5 1" TEE (TYPICAL) l �® 1 �0 3�. �9� • PARKING LOT TREE CANOPY il 6 INSTALL 1" SCH. 40 DOMESTIC WATER PIPE TO FIELD I Acer rubaT 'October Glory' PARKING LOT PAVED AREA:CANOPY SF TO FIELD HYDRANT. HYRANT TO BE MOUNTED TO / October Glory Maple PARKING LOT MATURE TREE CANOPY AREA = 3,332 SF �� 2. 3T_ � 4"x4" PRESSURE TREATED LUMBER ANCHORED 3' DEEP / PARKING LOT TREE CANOPY COVERAGE PERCENTAGE= 33.6% I. INSTALL BENDS AS NECESSARY. s i Revisions and Addendum Description Date No. By SCALE: 1" = 20' is ENGINEERING DIVISION PUESJC WORKS TMENT P O T S O DOG PARK SHEET �� I t ■ i nco.125 sa HALLBLVD. C5 .. ,�,�f 503-639-417, PARKING LOT IMPROVEMENTS 10' 20' 0 20� • FAX 503-624-0752 e1 TIGAR """ ""GAR°-ooG°v LANDSCAPE & IRRIGATION PLAN "'LE NO i DESIGN:JP DRAWL JP CHECK: LF i PROJECT NO: CIP 2020-92053 92053 R = 3/4" TYP. 6" 61" — SEAL YZ' DEEP HOLE W/MORTAR f EXISTING FENCE 2- RfBARS 3/"X18' REBAR , X X X x X X _ III .� , 2 PLACES) . �+ +� Iii 2 `I �' `� � ` INSTALL 2"0 � 16 ® 25' LONG I 2 GALV. STEEL Mq,t FENCE POST 4 9" 2•7 (TYP) �ii EPDXY N 4(" MIN). NOT PAVEMENT SECTION FENCE ADJUSTMENT FOR TREES 1. CURB SHALL BE MACHINE EXTRUDED. N.T.S. 2. CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 3. EXPANSION JOINT EVERY 20 FEET. 6" MIN. 4. CURB SHALL BE BONDED TO ASPHALT.(TYP.) 72" DRAINAGE CURB N.T.S. 6" i ` EXTRUDED DRAINAGE CURB SLOTS 6" —I 9" r 2" LEVEL 2 i INCH DENSE ACP COMPACTED = TO 92% OF RICE DENSITY AASHTO T-209 to PRECAST CONCRETE WHEELSTOP o" EXPOSURE —L N.LS. I �����U�������A. LEVELING ING COURSE�COMP COMPACTED ///// TO 95% OF AASHTO T-99 PAVEMENT \X\.4‘./.\/.\ . X\/.\ I SURFACE COMPACT SUBGRADE TO I CURB TERMINATION DETAIL UNYIELDING N.T.S. ASPHALT RAMP INTO DOG PARK SECTION N.T.S. 8 1 3" LEVEL 2 i INCH DENSE ACP COMPACTED TO 92% OF RICE DENSITY AASHTO T-209 31 6" ( "-0) AGGREGATE BASE COMPACTED TO I8 � VARIABLE DEPTH (3/"-O) AGGREGATE BASE (2"-8" THICK) 3" LEVEL 2 INCH DENSE ACP COMPACTED TO 92% OF RICE DENSITY AASHTO T-209 95% AASHTO T 99 /�/I//������� o atiliWstagMBERO COMPACTED TO 95% OF AASHTO -{ ., r1 ',� - ; T-99 U A 8" - (3/4"-0) AGGREGATE BASE i `" PROFr .i •, -4 r , -, (COMPACTED TO 95% OF COMPACT EXISTTNG AGGREGATE ,, l" . z, AASHTO T-99 (?,-*::° F8BASE TO UNYEILDING asr A \ \�� �\ \ip 1 N OF 8jOr r rt "� F..`%z x < WOVEN GEOTEXTILE FABRIC NOTES: K.fa&s�af,' 9yY (WIDTH AS SHOWN ON SITE PLAN) y¢p� tii 1. EXISTING ROCK SECTION IS APPROXIMATELY 6" THICK. IT > i\.4.../\As./\i\ \i __ IS TO BE KEPT IN PLACE AND ADDED UPON PER THIS COMPACT TO WOVEN GEOTEXTILE FABRIC �� 1 SECTION. UNYIELDING (WIDTH AS SHOWN ON SITE PLAN) COMPACT SUBGRADE TO UNYIELDING Otero PARKING LOT FULL DEPTH SECTION GRAVEL PAD SECTION �oq 311:pA� PARKING LOT VARIABLE DEPTH SECTION N.T.S. N.T.S. 11 EXPAE4# t 2 i ? i i S: Revisions and Addendum° ENORGERING Wax* Description Date No. By T POT S O DOG PARK SHEET NO SCALE . 113125 S.W. HALL BLVD. o : ° E 4I723 PARKING LOT IMPROVEMENTS O1 p FAX: 503-62#-0752 TIGARD WW»n 0-oR 0V SITE DETAILS DESION:JP DRAWN:JP i CHECK: LF 1 PROJECT NO: CIP 2020-92053 1 92053 • EDGE OF SIGN 18" STROKE WIDTH" 18" PAVEMENT LOCATION _ 4 (TYP) 1 I • , 21,2" 2 4- 7- - r BACKGROUND2. ° Y2`So Z. -'4 II 2' I— 2' f~ rn 6::. I 1 6 1/2" �F . . 2 Y."WHEEL I I NOTES: 3/8" 1 Y2" R STOP IA 3' a 2 Y2" (TYP) 4' N PARKING WITH D.M.V. " 1. SIGN BACKGROUND: BLUE, RETRO-REFLECTIVE SHEETING SEE NOTE 2 DISABLED PERMIT ONLY II I 2. SIGN LEGEND: WHITE, RETRO-REFLECTIVE SHEETING �° WHITE 4" TYP VIOLATORS SUBJECT TO mo— 36" --,--IWIDE LINES- TOWING UNDER NOTES:I:rif: SIGN NO. R7 8P ORS 811.620 AND FINE1. BACKGROUND: BLUE, RETROREFLECTIVE N.T.S. UNDER ORS 811.615 2 3/2" 2. STENCIL: WHITE, RETROREFLECTIVE D 12" I ADA PAVEMENT MARKING STENCIL L N _ - PAVEMENT - 1/2" N.T.S. N O NOTES: S TO BE PROVIDED MARKING (TYP) 1. BACKGROUND: BLUE, RETROREFLECTIVE BY CITY -- 11' - --1--_5' 9' (Typ) SHEETING PARKING 2. LEGEND WHITE, RETROREFLECTIVE NOTE: SHEETING 1. CHEVRON AREA = 1351 SF OF STRIPE 110 ANY 2. ANGLE ORIENTATION FOR CHEVRON SIGN NO. 0 R7 8 VAN ACCESSIBLE PARKING STALL (SINGLE) N.T.S. TIME N.T.S. EDGE OF SIGN SIGN 1` PAVEMENT LOCATION RAMP LOCATION 1 I� I LOCATION I -- I NO PARKING DETAIL T o 2" PERFORATED N.T.S. �i 2' I —1 2' F" :*; STEEL SQUARE TUBE - I } I // I I , POST (12 GA.) 12" --I R WHEEL J _dit J. o STOP • -r� 4' 1 (TYP) SEE NOTE 2 R . �� § 30TYP IN. OP a•• RQUN° 8 "-WHITE 4" 1' o• G DOG WIDE LINES- c a WASHING &' ' AREA ,� oeRoFF,��i � 14, 1 MARKING (TYP)NT I INSTALL V-LOC ANCHORS Q y OR APPROVED OTHER. F21--- v -4— 10' 8' - 10' l-OREGON AFC 31. ,q� NOTE: t � < 1. CHEVRON AREA = 1351 SF OF STRIPE • 4041 P �,� i N 2. ANGLE ORIENTATION FOR CHEVRON SIGN ASSEMBLY ADA ACCESSIBLE PARKING STALL LAYOUT N.T.S. SIGN DETAIL SSP1]iCS 7- { j N.T.S. N.T.S. 1 8%'Revision and Addendume ENGINEEFUNO g Description Date No. By a °DEPARTMENT POT S O DOG PARK aim BNB ;13125 S.OREGONW. HALL BLVD.NO SCALE • VOICE:. 03-639 4f71 PARKING LOT IMPROVEMENTS VOICE: 503-639-4 f 71 D2 FAX: 503-624-0752 g0 TIGARD W1440/.TIG4R0-0R.QOV SIGNING AND STRIPING DETAILS PILE NO DESIGN:JP DRAWN:JP CIE:CK: LF i PROJECT NO: C!P 2020pESIGN;JP DRAWN:JP LF PROJECT NO: 2020-920533 • FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER R SERVICES EROSION PREVENTION AND SEDIMENT CONTROL ANGLE FILTER FABRIC FENCE TO PLANNING AND DESIGN MANUAL ASSURE SOIL IS TRAPPED <h I c � I I I WOOD STAKE SLOPE PLACE WATTLES ALONG SLOPE CONTOURS. ' PROFILE AF& NOT TO SCALE INTERLOCKED 2'x POSTS AND ATTACH PLAN VIEW re;\v NOT TO SCALE ,---.Nu WHEAT STRAW, RYE GRASS STRAW, USE STITCHED LOOPS STAGGER COCONUT OR r JOINTS EXCELSIOR WATTLES 3' MINIMUM OVER 2'x 2- POSTS NOTES: FROM TOE SLOPE. o 1. BURY BOTTOM OF FILTER FABRIC 6' VERTICALLY BELOW FINISHED GRADE. 0 2•-6` 2. 2'x 2' FIR, PINE OR STEEL FENCE 4._D,. POSTS 3. POSTS TO BE INSTALLED ON UPHILL SECTIONSIDE OF SLOPE. 4. „COMPACT OTH SIDES OF FILTER 0 NOT TO SCALE 6'- FABRIC TRENCH. 5. PANELS MUST BE PLACED STAKING SPACING FILTER FABRIC - ACCORDING TO SPACING ON DETAIL 4' O.C. MATERIAL 38' NO.940 — WIDE ROLLS FLOW FLOW PROFILE 4— 7INIMUM NOT TO SCALEo —1' NOTES: OVERLAPPING g o SON IDE 1.1. STAKING SPECIFICATIONS: + FILTER FABRIC MATERIAL a. 1'X2' WOODEN STAKES 2'-6- I 36' VIDE ROLLS do b. ADDITIONAL STAKES MAY BE INSTALLED ON S DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR 4'-0- HIGHLY EROSIVE SOILS. io 2. SPACING IN ACCORDANCE 'MTH DETAIL 940. I 6" 0 3. REMOVE ALL ROCKS. CLODS, VEGETATION OR OTHER OBSTRUCTIONS SD THAT THE INSTALLED - 8'MAXIMUM SPACING - FOR FURTHER INFORMATION WATTLES WILL HAVE DIRECT CONTACT WITH TIE I,_6. ON DESIGN CRITERIA SEE $ PLAN VIEW SOIL FRONT VIEW CHAPTER EROIONNPPREVENTON NOT TO SCALE 4. INSTALL THE WATTLES IN A 2' DEEP TRENCH, NOT TO SCALE AND SEDIMENT CONTROL A INSURING THAT NO GAPS EXIST BETWEEN THE PLANNING AND DESIGN MANUAL i SOIL AND THE BOTTOM OF THE WATTLE.. THE ENDS OF ADJACENT WATTLES SHALL BE _.__. _...-____. ..-_--_ F49, OVERLAPPED 1 FT. MINIMUM TO PREVENT `6� �G I Nig �O a SEDIMENT PASSING THROUGH THE FIELD JOINT. 4 '% 14,021 .p 9 SEDIMENT FENCE ) __i h C�eanWa6er Services 9:; _ ,—__ DRAWING NO. 875 REVISED 12-16 %Oa WATTLES CeanW�erServices i11 ,z z _�z, DRAWING NO. 880 REVISED 12-16 I €: Revisions and Addendum. gl Description Date No. By e°' R17AENT POTSO DOG PARK SHEET NO SCALE 1 1TI D. O3125 WRE HALL9 2 rti` , VOICE: 5W-639-417 I PARKING LOT IMPROVEMENTS D3 FAX: 503— t h TIGARD NWTIG4RD—OR.GOV 624-0752 EROSION CONTROL DETAILS PEE No -. 92053 DESIGN:JP i DRAWN:JP CHECK: LF PROJECT NO: CIP 2020-92053 NOTES: 1. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. '�% �'� 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31ST EACH YEAR. �� 1'rO 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. lk 2"X 2"P.T.D.F.8'-0"TREE \1 p V r�i , 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. STAKES DO NOT PENETRATE TREE TIES/RUBBER HOSE W/12 THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. ROOT BALL. (3 STAKES PER GAUGE GALV.WIRE. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED,A ST -ON3 R OE STAIN tF713 REEQUIREDD))QU SURFACE MOUNTED AND ATTACHABLE, U-SHAPED FILTER BAG 1S REQUIRED FOR ALL CURB INLET CATCH BASINS. 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE o TREE WRAP-FROM GROUND TO SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME "' FIRST BRANCH. FRAME. SET TOP OF ROOT BALL 1"ABOVE FINISH GRADE 3"MIN.GARDEN MULCH 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3-RD THE BARRIER HEIGHT AND PRIOR AMENDED BACKFILL 5 ' WATER BASIN TO THE CONTROL MEASURES REMOVAL. -Il t` ,� , ill FERTILIZER TABLETS 9. CYAN/NGOFALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT COMPLETION OF FINISH GRADE III=III II l,�'' '� <�Q I( Ili. Z PROJECT — = � _ 7::V SV,. 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. ROUGHEN SIDES AND f " ''• L♦ BOTTOM OF HOLE _- /L/- 1. ♦ 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE, LIQUID WASTE,OR OTHER I.CUT 8 REMOVE BOTTOM OF WIRE 1°.IIaNt. '� .-I- TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. _ BASKET REMOVE BURLAP 8 TWINE =III—� =III=-! -e 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS NUTRIENT RELEASES FROM FROM TOP OF BALL AFTER STAKING. —, III, i .I;, • FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS PLACE TOP OF ROOTBALL 3°MIN. I WITHIN ANY WATER WAY RIPARIAN ZONE. ABOVE ADJACENT FINISH GRADE OF t 1-- ;8 PLANT PIT SHALL BE 2X AS WIDE PLANTING OR TURF AREA. A" AS ROOT BALL AND A MINIMUM OF 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES,IN 4"DEEPER(ANGLE SIDES OF PIT) ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. IN HEAVY CLAY SOILS OR WHERE THERE IS A HARD PAN,AUGER MOUND OF TAMPED FIRM 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN AN 8"HOLE s'DEEP OR THROUGH AMENDED SOIL ISHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE THE HARD PAN.(BACKFILL WITH OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT.NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE AMENDED SOIL) •ROOT BARRIER REO'D.WHERE TREES ARE CONSTRUCTION FENCE OR APPROVED EQUAL. TREE PLANTING DETAIL WITHIN 5'-0"OF ANY CURB OR SIDEWALK EDGES-MIN. 6'-0"LENGTHS REQUIRED 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT CONTROL,AND ALONG EACH SIDE OFCURB/SIDEWALK. INLET PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT 8 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN THE MIX AREAS THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 17. 1WATERTIGHTTRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE II I fre, %' ',`E g AT A DESIGNATED LOCATION USING APPROPRIATE BMPS,'SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. //8 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT CONTROL �/ BMP(l.E.FILTER BAG). , bSHOWNON THEPLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT 4' �I 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES MIN 1 ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. • ORANGE PLASTIC -�`p i 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE / ' MESH FENCING / ' �'PAOFF�p�P 3 MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS I / Al �g �G 88 �Q �� 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 14 021 '� y 22.IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC SHEETING, 'I 4' Ai ' ., ) U r cria. T, MULCHING,OR OTHER APPROVED MEASURES. OR6GON 23.ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. STANDARD EROSION CONTROL �f 44, ° 31' N NOTES FOR SITES LESS THAN 6' METAL "T" FENCE STAKES il,t ACRE ORANGE CONSTRUCTION/TREE PROTECTION FENCING DETAIL MIMES /- //-1'11 N.T.S. 1/4 Revisions and Addendum; LNG DMB1ON P O T S O DOG PARK Description Date No. By PUBUC WORKS DEPARTMENT I SHEET Description N O SCALE • Ill '11 S.W. HALL BLVD. PARKING LOT IMPROVEMENTS D4 • -. 1 nG4RcaRD, OREGON 97223 VOICE: 503-639-4171 -624-0752 TIGARD CLIP 2020-92053 Ma ►ro $ EROSION CONTROL NOTES 8, TREE PLANTING DETAIL DESIGN:JP ;DRAWN:JP CHECK: LF PROJECT NO: 92053