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Plans 4 PER ASBUILT I, UTILITY STATEMENT: VERTICAL DATUM I11, N4 I PER ASBUILT THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM LOCATE PAINT ® 4'•' MARKINGS TED IN THE FIELD SURVEY AND AS-BUILT DRAWINGS PROVIDED BY VERTICAL DATUM BASED ON OPUS SOLUTION(THROUGH NGS)NAVI)88. I UTIUTY COMPANIES.THIS SURVEY DOES NOT SHOW ANY PAINT MARKINGS 4 CAUTION: UTIUTES�L1 I PROVIDED AFTER.THE FIELD SURVEY WAS COMPLETED.AS-BUILT DRAWING TEMPORARY BENCH MARK(T8M)=ELEVATION=548.25' WITH UNKNOWN 1 INFORMATION THAT WAS NOT PROVIDED IS NOT REFLECTED ON THIS SURVEY. LOT 2 5 CONNECTIONS I AS-BUILT INFORMATION,IF PROVIDED,WAS USED TO IDENTIFY UNDERGROUND DESCRIPTION: 1 1/2•IRON ROAD AS SHOWN. CAUTION:UTILITIES PIPE SIZE AND TYPE(IF SHOWN,AND NOT MEASURED).PAINTED SIZE2°2 5r:II 5'HIGH CHAINUNKI -- ---11/ I TH UNKNOWN INFORMATION,IF PROVIDED,WAS USED TO IDENTIFY UNDERGROUND PIPE SIZE HORIZONTAL DATUM AND BASIS OF BEARINGS _♦, FENCE r CONNECTIONS AND TYPE(IF SHOWN,AND NOT MEASURED). IF NO LOCATE PAINT MARKINGS a 4'HIGH I \ Z ' WERE PROVIDED,AS-BUILT INFORMATION WAS USED TO HORIZONTALLY LOCATE N$$'T 2'5$'W \-5 \ HORIZONTAL COORDINATES ARE LOCAL DATUM PLANE GROUND COORDINATES 41"-FlR / J 07-MAI. _- BARRI Aft L 0 T 2 6 TiE UNDERGROUND UTILITI NAD83 DATUM PER OPUS SOLUTION. 11--)RAP \ ---- ��.•, _ 1 BASED ON THE OREGON STATE PLANE COORDINATE SYSTEM NORTH ZONE I-- %^/' /1 18"-MAPLE / O\ \\ 11t-FlR \ FlR \ THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES ~ F- - / / \ \ \i �• \ \ \ 5'HIGH CHAIIHLINK\ SHOWN COMPRISE OF ALL SUCH UTLITES IN THE AREA.THE UNDERGROUND 26--FIRI�\... - __-.. 27"-MAPLE 5 \ �\O8"-FIR \ \ FENCE \ \ 7 UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ON THIS NOTES: P 27"-FlR, _ 14"SEQIIb �V_`\r\ ^A \ � \ \ \ �1ir'AI''`L� SURVEY,BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE FI / \ \, \ �`,(/��}08'\sE0001� \..*1 \ 1 I 25"-FlR INFORMATION PROVIDED.MANHOLES OTHER THAN SANITARY AND STORM SEWER 1. PROPERTY BOUNDARY LINES SHOWN HEREON WERE LOCATED BASED UPON o U / \\ \ C \ I WERE IDENTIFIED BY MANHOLE UDS AND MAY NOT BE LABELED CORRECTLY. AVAILABLE SURVEY MONUMENTS,AND RECORDED DOCUMENTS(RECORD OF _ I "��O6'-MAPL / `\ \ \ 15\SEQUOIA ...4 ( I I I SURVEY 31927.WASHINGTON COUNTY SURVEY RECORDS). J 08•-UNK \ ,P 34"-FlR ,,` YYY��` 35"-FIR\ \ \ Y�`\ \ 3n-FIRI I I 2. TREE SPECIES IDENTIFIED BY HHPR ARE FOR REFERENCE ONLY AND SHOUI O 6 0 f////fff \ "ii \s 'i' \ 36'- R \ I I I 1 UT1UTY LOCATIONS MUST BE VERIFIED BY THE STATE UTWTY PF VFRIFlFIT RY AN ARRORIST x// 23'-FlR��O6•-MAPLE�O \�---_ -,�\ \ \ \ \ I I I I NOTIFICATION CENTER IMMEDIATELY PRIOR TO ANY EXCAVATION. y m / S6•-MAPLE \ \ \ I I f- I 1 \ 1 , /f // 25'-FIR `--- \\ \\ \ 107'-FlR\\ \\ \ \ O6=FIR \\ 1 UTILITY LOCATES WERE REQUESTED[11/09/15]UNDER TICKET NUMBER[15268697] ABBREVIATIONS: r-' ----- __25'-FlR \ \ \ \ \ ( \ \ \ \I FOLLOWING IS A UST OF UTILITY PROVIDERS NOTIFIED: CONC -CONCRETE •C R _ 1�\�p.� \� 32'-FlR \N. \ �O"-FIR \ \ \ \ \ \ \ IE =INVERT ELEVATION p1 /L 10-FIR Y _\ ` \ \ 37•-FIR CMCSTO1 COMCAST CABLE COMM.MNGMT,LLC (801)364-1063 C / - --- 14•-FlR \ / 3 \1\r-FIR \ \ \ \ \ \ \ I GTC11 FRONTIER COMMUNICATIONS (800)778-9140 UNK -UNKNOWN .. \ \ \ \ \ \ \ \ I Y GTC21 FRONTIER COMMUNICATIONS (800)778-9140 r Q14"�MAPLE \\ 21"-FlR \ --_...4k-2e-FIR�v,\ / \ 1 20•-FlR\\ \vf� 1 I I I •NWN01 NW NATURAL (503)220-2415 \\�T \ \ I <i:,18•_FIR`` / \ \ \ �,{2?') 1 1 I I I\ PGE03 2 CTLQN-PORTLAND GENERAL ELECTRIC (503)255-4634 l,_�-\FlR \ 'I27"-FlR Y`1 24"-FlR / \ Y`l I I I I V TGAR 01 CITY OFC GARD UTILITIES TURYUNK (EDO) -4237 STORM SEWER NOTES R _-- ` \ {"` \ CONC PAD W/ I / \ ( 33.1RED ) (503)718-2591 \ \J�.28-FIR PICNIC TABLE \ \ I I I /.... / \ \ ^�\ ` \ \ I I •-DENOTES ASBUILT MAPS RECEIVED ®CATCH BASIN r 39•-FIR \ \ Y\ \ \ \ 20"-FR -FIR I \ I 1 1 I I I\ RIM=546.84' / _ \ \ \ \'�% / 13"MAPLE -{Y�� 21'-FlR\ I I 1 1 \ \ MANHOLE LOCATION INFORMATION: IE 4•PVC(s)-545.77 17. / 12•-FlR 25•-FlR\ \\ \\ / / 08'tMAP \\ Y'� 1 \ 1 \ I 1 11 I I I\ DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING SUMP=545.39' Ci /�`\ \ \ \ / 10'�MA . 4 -if I 1 \ I I \ \ 1 I I I % CONFINED SPACES,IT IS COMPANY POLICY TO NOT SEND OUR FIELD STAFF INTO M / 09+MAPLE \ \ \ 15"- PL 7L� l c16•-FlR \ \ I I I I I 6 UTUTY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION(PIPE SIZES AND 'I// ^,vilp C 7•- ,..11;ML�\ \\ \ `\ \\_� 12 NAPLEMAPLE \\ 1\ \ 1 I II 1 i \ 1 1 MANHOLEDEPTHS RE ELEVATONED THROUGH INFORMATIONSHOVE O GROUND HEREONMISTMSUBJECTTTO�AN�UNNCERAINTY TOPOGRAPHIC LEGEND: 14_FSR �/-AI._FIR \ \ / \ -\ 15'-FIR\ \ \ \ I I I 1 I \ \ L IN ACCURACY OF PLUS OR MINUS 0.1'OR GREATER(DEPENDING ON DEPTH,SIZE, STORM SEWER UNE / .{_7?4• FI)E'`_ `ij� \ \ \ 27'-FlR \\ \ - `�j \ \ 1 \ \ \ I I \ \ / {��rA \3 \ N. \ 20'-FlR ` \ \ \ \ \ \ I W FLOW,AND CONSTRUCTION OF MANHOLE). MANHOLE PIPE SIZES ARE ALSO SUBJECT GAS UNE CJ fitY / 25:„.„.,-FIR q 0"-FlR \ \ .................. \ w�\��\ I \ \ I \ 1 \ \ 1 1 \ TO AN UNCERTAINTY OF TWO INCHES OR HIGHER IMORE(DEPENDING ON DEPTH,SIZE,FLOW. 0 //-- - �•\\'�/�"�� \\ \\ �� \\11'-MAPLE \\ ,,p2ew-„Fla\ \\ 1\ \ II I lI 1\ 1\ \ \ 1 \ 1 TIME,AND EQUIPMENT,MENT,AND PERSONNELTRUCTION OF OLIFAWILL ABE REQUIREED TO ENTERNEED DIE MAADDITIONAL NHOLE AND •—• FENCE LINE.TYPE AS NOTED O1 ',or V�` \ \ \ \ \ "Y\ y-s \ 1 \ \ \ W RETRIEVE SAID INFORMATION. ' ' TELEPHONE LINE /AY-- ZB=FIR\ ATH \12'-Fla \.......... \\fir \\\ °- \- _1,_,�\ - -' \ \ \ I \ I \ I 1 \ \ \ L -- - 1 I \ \\\ 9”-FlR -FlR1:y\ \ I"299c-FlR\ \ \ \ I 1 I \ I \ I\ \ MANHOLE LOCATIONS SHOWN ARE TO CENTER OF UD,NOT CENTER OF STRUCTURE ELECTRIC LINE I - ...,,X- 2.-FIR , \ _ \ _ ]\ \ \ \ \ \ \ \ \ \ \ 1 I \ \ ///////////// BUILDING UNE r�` \ \ 2E--FIR 12`--ETR \ \ \ \ \ \ \ \ \ \ \ \ \ 1� o 14•-MAPLE \ \ \ \_.-21"-Fl \ \ \ \ \ \\\ \ \ \ I \ \ \ \\ \ I I Y 1s=PIR.--- \\"-F1rHL/ X546,, \ \`��\ \ - \ \ \ \ \ \ \ \ \ \ URUTY N IS BELIEVED TO �YnC` 1 CONTINUE,CONNECTION NOT LOCATED 4 '2XL FIR NOWN -I lit \\ \ .\ \ 22'41IR. \ \\\ 2$"' \ 1�. \\ I T \\ \\ \ \\ \ \ \ \ \ \\ I 1 \ 1 %, / --- \ MAJOROR CONTOUR-5'INTERVALS f_ -\\ 06•-MAPI_\ IiOCI(PLAQUE `�\\ \\ ��-- \ \\ \ I \ \ \ \ \ \ \ \ \ \ \ \ 1 I \ /� ��-- \ MINOR CONTOUR-1'INTERVALS x YYJ 13-_FRi.�y= I \ \\\ �� \\ \\\ \ M•34:-.2R ��R \\ \ I \ \\ \ \\ \\ \\ \ \ \\I \ \ \\ \\ \\ 1 \ • UNKNOWN STAND PIPE ,..y\:. 14'-FlR \ \ V`\ X346,\ N\ ��- --'Y \\ \\ \ '''`N \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ Ell CATCH BASIN F- \ 188=fi1r \\ ��{L"\\�314 SIR\\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ SINGLE POST SIGN \ ]J� \\ \\ N `..... \ \ \ \ \ \ \ \ \ \ \ \ \ \I \\ \\ \ \ \ \ 1 \ ® WATER METER a PICNIC TABLE 1 JO"-F\R T 18:,:F1 R...., - BENCH LII \_- \ \ N \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 0I IRRIGATION BOX M 1\ ' # 14"_FIR/ w3DD aUIR 3 --\\ \ \\ \ \ \\ \\ \\\\ \ \ \\ \\ \\ \\ \ \ \\ \ \ 1 ii,FIR' ^\ COVER`FQR ORTJ>tBLE \ \\ \ \ \ \ N \ \ \ \ \ 1 \ \ \ w GAS STAND PIPE �j��f'® CONIFEROUS TREE pi 20'iFlR � �TQLET v v A \ V \ V A A \ \ A A Y ` ' 1 \ UN 'J:` il'-FIR \ \27"-FlR \ \--� AUTION: POR A D \ \ \ \ \ \ \ \ \ 1 (APPROXIMATE DIAMETER Y \ \ \ AS%UUTIE 1 \ \ \ \ \ \ \ ,°. POWER STAND PIPE BREAST HIGH AS CY O \ 1® N \ / \�-NKNO / / \ \ \\ \ \ \ \I I i \ \ \\ \ \ \ \\ 1 DECIDUOUS TREE NOTED) Z \15'-Fl /1 1 _ \- \ I CONNECTIONS \ \ \ \ \ \ CABLE TELEVISION RISER \S \\`-� `` �\. �F 3"-FlR\ / \ g ( I I \ \ 1 I I \ I I \ I \ \ \ \\ \ "� O (APPROXIMATE Q Q \ Y\T� 1 \26'-FlR/'��(( \ I/ M \ \ I \ \ \ \ \ \ \ \ \ •1 TELEPHONE RISER DIAMETER BREAST � .•C‘`6sf O ° ^ \ 4\75"-IR \ ;7,2-,IRON Rt) 1 \ \ \ , I I 1 \ \ I \ \ \ \ \ \ W ^^ 39"-FIR*\ \ 12"LINK �� `- , • \\ \E V= `48.\25' \ 1 1 I I 1 \ �\ I HIGH AS NOTED) CL Il y ��, \ 22"-FIR _ \ \ \ \ I 1 \ \ I \ \ \ ROCK(SIZE AS NOTED Z 7-FIR \ \ ) \ ) I I I I 1 \ \ \ \ 4 EXISTING CONCRETE SURFACE 0 ) 7 Q \_ `\ �C ® \ I / / \ \ \ • I \ \ \ 1 1 \ \ \ \ FOUND MONUMENT AS ` F-Q \,,\ 12" Fl�f \/ Y \ 1 \� `• \ 0 1\ ( \ \ \ \ `fir s•-•.,... `Q \ I I \ \ \ \ \ \,t. \ \ \ 1 • NOTED IN TABLE. PROTECT. Z w 1 \ \28'-FIlj� �� \k,... \ • \ \ \ \ \ \ N. \ I I I I \ 1 \ \ \ \ \ \\ 1 EXISTING ASPHALT SURFACE Q -FIR 26"-FIR \ • V A 1 A A� Av A AV A A I V I I \ \ V A V A \ \ V A Al H - _ v 1 1 V A \ V A Z \ \\ \ \ \ \ \\ \\ \ I \ \ \ \ \ \ \� PURPOSES AND O NOT NECESSARILY OW SHAPE,SIZE,ROTATION 5,O \ _ 10"-MAPLE '\I `\ \ IIS \ \ \ \ \ I \ I \ \ \ \ \ \ \ \ \ \ \ \ CONDITION,TYPE,ETC.OF THE ACTUAL PHYSICAL IMPROVEMENTS THAT THEY 0 5 �� \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ REPRESENT. CONDITION,TYPE,ROTATION,ETC.MAY VARY AMONGST ITEMS m .4 \ \ 8,,6" M-------- PLE \ \ \ \ 1 I �09 AP LE I I \ \ \ \ I 1 O 20-qR y A`\\ 1 A\A .\A \�14 V A A\ \ I \ I �I I I A \\ \V I V A \\ A V I SHOWN BY THE SAME SYMBOL ........ -8s._ �`\ \- \ a.�>�, .-.s\� �, f\ \ \ 1 \ 1 \ I \ I ION�PAI9W\BRICK \ \ \ I 1 \ I \ �n \29'-FIR \ \\ ,.. :.w. �� ..LL \ �\_^ �� y \\ \\ �\ \\ I\ 1 \\ \ I \ \PI NI TAME \\ \ \\ I\ 11 II 11 I\ \\ ` Z \ `%,\\\\- ,\A‘, \ \ \ \ \ \ III 08•APPLE\ \ \ \ \ \ 1 1 I 1 I \ J LLI ``-,\25�FlR \ \\ DGE OF\ \ \ \ I 4I` 1 . • \ \ I 1 J 07•-FlR 1+L \ -\ \ `� \\ ®\\\ \ /\ LANDSCAPING\ \ \ \ I I I 1/ ' \ \ 1 \ \ I I \ \ I LL �j�lf` 09'LFlR\ Fl \ \/ 1 I I I \ \ \ \ I I I I 1 I m ,34 26'_FlR \*Oil 14'-4(IR \\ \V AV VA� __—,N,vv v'6.s9. ��v�I *'- I 1 ��/ 41 A I I I I I I I I \I II \ \ ` 20'X2-FiR 'tPINE 09"APPLE, I I I I I II \ 569� 1 \ / \ \ \ I 17 I I I III I, FlR I ED E OF LANDSCAPING 1 \ \18• FlR I u 32" FIR \ / / J I I II \ I 569 I / r I I / / / {� 17'-FlRI 1 1 I I I 1 I I I I If 2a' �I \- 22t FlR\ III I I / / / / / i ) \ \ , I / J / / I I I I ; 1 11'`-FlR I \ \ I I \ I _ ('-kIR ( 1 \ \ \ \ \ \ I / / / �/ ( \ / C/ ' \ \ / J Ills,11Ge-FIR ± ��.---�L .1...... (-1-- _ hr\\ \\ \\\\\ \\ \\ \I \ /\ l\ t\ \ \\ \\\\, \\ \\ I\ \\ \\ 1\ ( ;/ 31- �- 1 \ \ \ \ 12'X3\-UN \ \ \ p \ \ \ "'�-L�`1-1�\, \\\\ \\\61 MAP 0K-I.'7.--,IR I(R'�\ \ sc---LAK \ 11 MAPLE"� Oy 1\, U N�1(,; ))�`N _ 26"-FIR 0 10 20 40 100%CONSTRUCTION DOCUMENTS _ TAX L 0 T 5 8 0 0 U �f1'-MAPLE I EXISTING CONDITIONS PLAN SCALE: 1"= 20' rc N Q C.) 0 a REVISIONS ----a 00 0 '> om a) - N8$'13'S9"W t rCD .z �H $-, Q1 •... <• F H.g TAX LOT 500 TAX LOT 4000 r HW „ tczt-I _ ",� SCALE AS NOTED ZI : W '0 m 5 DRAWN BY BEO i a h y DATE 07.01.2016 g PROJECT NO. 1534 • C. Iifl - SHEET :N :,., RI L101 -- ` Ir TREE PROTECTION LEGEND ABBREVIATIONS 19..7_-N Z29 I d ----••'-- SURVEY BOUNDARY ARCH ARCHITECTURAL �.. O I 1' I g I CAL CALIPER CONC\ I 1..' -- P LIN TR DIA DIAMET REEX STING DUOU AT BREAST HEIGHT ryBEPRESERVED S L-� EEay'' FIR qo 2 0+ MA^LE539 �1 EXISTING CONIFEROUS TREE, EQG EEQUALGMAPCC, _ TO BE PRESERVED - , 18 MhRLC.. �� FIR h'b _ ~ z7' MAPLc's36: 3&`� cQ FiR', EXISTING CONIFEROUS TREE, NTA NOT APPLICABLE \` NO NUMBER a .27 FIR V„v �Foa °,,..,� a SEQUQA zs-FiA7 TO BE REMOVED O.C. ON CENTER g A 2, 0'` o TREE PROTECTION FENCING, PA PLANTING AREA - os E 3a FIR 0't 35'-Fl 31._,,,%,,, SEE NOTES AND SPECS SF SQUARE FEET ,' V O Rhe uR os AP ° 3s FIR 1 EXISTING CONTOUR LINE SIM SIMILAR m v MAPrE N s TREE MITIGATION NOTES: 5 FIR 2R :,. TREES TO BE REMOVED 3z FIR '3o`.FIS r-FIR TREE SPECIES c 1. (3) TREES ARE PROPOSED TO BE REMOVED. PER b a €IR ° T7 FIRSIZEUS q<\.. --'3',-- --ri 'zr=Fly (BotanicalName - Common Name) THE CIN OF URBAN FORESTRY MANUAL, SECTION 6 " 4 MAPLE z' \R z0 Fl Pseudotsuga menziesii - Douglas Fir STAT NSITVE LANDS TREE REMOVAL AND a'- R a 9 911" TO BE REMOVED (SE d. \ o ,9 FIR" o 27 IR, 24 FF 2 Pseudotsuga menziesii - Douglas Fir 8" TO BE REMOVED REPLACEMENT STANDARDS), A TOTAL OF (3) 9 x1R 33 _Re oon MITIGATION TREES ARE REQUIRED TO BE PLANTED 2s= FIR 3 Sequoia sempervirens - Redwood 8" TO BE REMOVED AS A PART OF THIS PROJECT. REPLACEMENT TREES SHALL BE PLANTED ACCORDING TO SECTION 61 R e2IR \ os a Mx E o z \ PART 2 OF THE URBAN FORESTRY MANUAL. �s» ','•",'„ ea W a f Q MAPL "10 Pxee • 2. SEE PLANTING PLAN FOR MITIGATION TREE %-" 345 "V a MAPS? A �M4E MAP{ LOCATIONS. • \14FYR\ �3LR ,1 • u�\ 'tt E. ` �5 FIR o 6 .R\ PROTECTION NOTES d OREGON o s „ \MALE a Q` TREE S z1R o ,�/ ' ; 0 1. THIS PLAN IS BASED ON A SURVEY BY HARPER HOUF c�E / \ cF,FIR'- _ ,' :J` ;\-,_ \, \ \ �o � -Q ' x _ , PETERSON RIGHELLIS INC. DATED 11 28 ZO15. NOTIFY \ � _ ..\ 29-`n,1R 29 FIRS � z� IR as FR a, FIR,b as' 'S REPRESENTATIVE SCREPANCIES EDOF OANY SURVEYD INFORMATION IDENTIFIED ON SITE RELAT T © q o o PRIOR OWNERTO INSTALLATION. 2 FIR rV ` v22'F1R, a. � 2. CONTRACTOR IS TO FAMILIARIZE THEMSELVES WITH (4) A r3 ,•ig N OA'-MAPLE X44 O s `IR \ IDENTIFIED LOCATIONS OF PHANTOM ORCHID (Cephalanthera austiniae) LOCATIONS PRIOR TO 14 FIR�` _ ? e F c �s ?. (� g• F N GIDT • \G PROBE „II NNINGECT REPRESENTATIVE.WORK. COORTHESEINATE AREASLOCATIONS AREWITOH BE �� PROTECTED WITH ORANGE SNOW FENCE, MINIMUM OF a,-FIR 4' TALL WITH STAKES AT 5' ON CENTER. FENCE zo FIR 9 "•,:k:' ,,-°'rr AFRO ` '� v ,:ja.vv i� oG SHALL BE INSTALLED AS INDICATED ON THE TREE �L '11';41R, ^� a REMOVAL AND PROTECTION PLAN OR AS INDICATED BY Sce Z ' PROJECT REPRESENTATIVE. PROTECTIVE BARRIERS \ ..� O 235-�IR ✓ v'. FIR o SHALL BE PLACED BEFORE PHYSICAL DEVELOPMENT /^� Q I..L d STARTS AND SHALL STAY IN PLACE UNTIL IMPROVEMENTS ARE COMPLETE. Z Q N� z R: . Q � 3. G \ , PROTECTAND ROOTEZON SICNSTALL PROTECTIVE FENDCIN Q ` R WHERE INDICATED ONI THE TREE PROTECTION PLAN. I - 0 0 P PRYOTIECTIVED BARRIERSN TSHALL TSBE PLDACED BEFORE Z oQ o z O A E � el PLACE UNTILVIMPROVEMENTS RARE ACOMPLETE. STAY IN M m '✓ ' A•'LA 4. TREE PROTECTION FENCING SHALL BE ORANGE SNOW `5— O o vFIR \ E? � FENCE, MINIMUM OF 4' TALL WITH STAKES AT 5' ON O U y z9 FIR o CENTER. FENCE SHALL BE INSTALLED AS INDICATED r ON THE TREE REMOVAL AND PROTECTION PLAN OR AS J w _ FIR — os APPLE s INDICATED BY PROJECT ARBORIST. J LL A7"-r R H \ • j ag r+R `\ 3a FR • • 5. EXCAVATION WITHIN THE TREE PROTECTION ZONE WILL �` e s BE PERFORMED USING ONLY NON-MOTORIZED m 7"'71 s' o " 14 SIR ' .°: a7 PInS o9 PRSAND SHALL BE THE MINIMUM •, \ h o zo x2-rte, HANDHELD TOOLS 5.9 1s ',, `,. O 3z FIR I NECESSARY 0 ACCOMPLISH THE PURPOSE OF THE 2a tia 0, �kr s� o _ i 1 FlR EXCAVATION AND TO ENSURE LONG-TERM SURVIVAL OF THE TREE. �' 6. TREE PROTECTION FENCING SHALL BE FLUSH WITH _ : = _, THE INITIAL UNDISTURBED GRADE. ai=FrR tz NK 7. NO CONSTRUCTION ACTIVITY SHALL OCCUR WITHIN THE S`U _ ` 06'5-M h`RAE 0?l FIR � I/ TREE PROTECTION ZONE, INCLUDING, BUT NOT LIMITED BOUNDARY BOU 07 —IR a7 FIR\ TO DUMPING OR STORAGE OF MATERIALS SUCH AS 11• UAPLE `, L n7',LNK s°-FIR BUILDING SUPPLIES, SOIL, WASTE ITEMS, OR PARKED 100%CONSTRUCTION DOCUMENTS �' F VEHICLES AND EQUIPMENT. TREE PROTECTION PIAN 8. THE TEN CHEMICALLYTREEPROINJURIOUSCTION MATERIALS ZONESHALL ANDREMAILIQUIDSFREE SUCH " AS PAINTS, THINNERS, CLEANING SOLUTIONS, PETROLEUM PRODUCTS, AND CONCRETE OR DRY WALL EXCESS, CONSTRUCTION DEBRIS, OR RUNOFF. REVISIONS 9. OR NR OTHER EXCAVATION, TRENCHINGSHALLOCCUR, GRADING,WITHIN ROOTTHE PRUNINGTREE ACTIVITY PROTECTION ZONE UNLESS DIRECTED BY THE PROJECT ARBORIST PRESENT ON SITE. 10. NO FILL OR COMPACTION SHALL OCCUR WITHIN THE CRITICAL ROOT ZONES OF ANY OF THE TREES. IF SCALE AS NOTED N COMPACTION IS UNAVOIDABLE, MEASURES SHALL BE DRAWN BY eeo TAKMEDATE 1 TREE PROTECTION PLAN All Ili- TO REDUCEENAS ORRECOMMITIGATENDED THEBY A IMPACTCERTIFIED OF THEARBORIST ALL OR SCALE: 1"=20'-0" limmiliml COMPACTION. PROJECT NO. 153407.01.2016 0 5 10 20 40'' SHEET L201 DEMOLITION LEGEND DEMOLITION GENERAL NOTES -- ---.... SURVEY BOUNDARY 1. THIS DEMOLITION PLAN IS BASED ON A SURVEY BY PROPERTY LINE HARPER HOUF PETERSON RIGHELLIS INC. DATED Y FROM ", e��^�u�� r ArilSEE ENLARGEMENT REMOVE ASPHALT PAVING AND FULL WHAT11/2IS2 SHOWN 015. IONNPLAN.G TCONTRA CONURES MAY TRACTOR VERIFY Ir. -- ® �� DEPTH OF ALL SUBGRADE MATERIALS ALL SURVEY, AS-BUILT INFORMATION, EXISTING IL- 1 W I \ € UTILITIES AND LOCATION OF MATERIALS TO BE �'Cg ��e= w �� REMOVE CONCRETE AND FULL DEPTH DEMOLISHED PRIOR TO BEGINNING WORK. NOTIFY IR Q pl I I€ • • OF ALL SUBGRADE MATERIALS OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES 31 BEFORE BEGINNING 1 CLEAR AND GRUB - PROTECT ALL WORK. ® '( \ \\\\\ EXISTING TREES AND ROOTS 2. CONTRACTOR IS TO FAMILIARIZE THEMSELVES WITH o _�__ _ �� (4) IDENTIFIED LOCATIONS OF PHANTOM ORCHID . . �, a1 - \ SAWCUT CONCRETE OR ASPHALT gEGINNINGhWORKustC00RDINATE LOCATIONS LOCATIONSPRIOR WITH < ' O PHANTOM AREA a �� —"— — FENCE PROJECT REPRESENTATIVE. THESE AREAS ARE TO BE a A HA ORCHID EA, EXISTING CHAIN LINK PROTECTED WITH ORANGE SNOW FENCE, MINIMUM OF i.0. TO BE PROTECTED. SEE _r PHANTOM ORCHID AREA, EXISTING CONTOUR LINE2 \ NOTE #2. ^` \\ / TO BE PROTECTED. SEE 4' TALL WITH STAKES AT 5' ON CENTER. FENCE r Q EXISTING TREES TO BE PROTECTED SHALL BE INSTALLEDINDICATED ON THE TREE t EXISTING 'PHANTOM ORCHID" � 0 NOTE #2 REMOVAL NOR AS INDICATED a SIGN, TO BE PROTECTED. EXISTING 'PHANTOM ORCHID' 74 BYPROJECTDREPRESEN REPRESENTATIVE. r �� o ' ;; SIGN TO BE PROTECTED 3. SEE SPECIFICATION 31 11 00 FOR DEMOLITION AND EXISTING CONCRETE PAD, TO BE STAGING REQUIREMENTS REMOVED. CONTRACTOR TO -' © 4. SEE SPECIFICATION 01 56 39 FOR PLANT STORE EXISTING PICNIC TABLE, <? \ p.- o ', PROTECTION AND PRESERVATION REQUIREMENTS. ' OUTSIDE OF TREE PROTECTION b\ 5. PRIOR TO CONSTRUCTION CONTACT UTILITY I C �p� ZONE. RELOCATE PER OWNER'S o O - COMPANIES TO LOCATE AND MARK IN THE FIELD ALLY `� DISCRETION. v < ° WATER, ELECTRICAL O,• ANDICOMMUNICATIONALINES EXISTING SIGN, RELOCATE � �� PER OWNER'S DISCRETION • j ° 6. CONTRACTOR IS RESPONSIBLE FORDEMOLITIONOF t" rt as go \_ _ ° SURFACE MATERIALS, SUBGRADE MATERIALS OREGON �� ALL E ALS, 3/20/96V ° UTILITIES NEEDED TO CONSTRUCT �y,� 5 FOOTINGS AND Il ' �4�� \ o- w PROPOSED WORK. `�4A -c v O �, y:. >, '1:;-, , °` EXISTING BENCH, TO BE 7. PROTECT ALL EXISTING STRUCTURES, PAVEMENT, E t ��`�' ' PROTECTED CURBS, FURNISHINGS, PLANTING AND IRRIGATION NOT a 'Q s PHANTOM ORCHID AREA SCHEDULED FOR REMOVAL. i \% y„ \, ` TO BE PROTECTED. SEE 0.,„, O 8. PROTECT ALL EXISTING UTILITIES UNLESS NOTED FOR s NOTE #2� r \s\ ---^� EXISTING 'PHANTOM ORCHIDN. Q \ ANYDEMCLEARING O °\ 0 , 9. CLEARING AND GRUBBING TO OCCUR WITHIN O `, O pPROTECTEDN TREE PROTECTION ZONE WILL BE PERFORMED USING te, =\ s SHALL SIGN TO BE BE THE v v : <�`,`� THE MPLISH © Q 0.=v� PURPOSE MINIMUM THE CLEARINGANDTOECESSARY TO O ENSURE oR 0G LONG-TERM SURVIVAL OF THE TREE. SEE TREE PROTECTION SPECIFICATION 01 56 39. NZ `a` � 10. REPAIR AND RESEED ALL LAWN AREAS DISTURBED o v x v • A\ 0 � BY CONSTRUCTION ACTIVITY, INCLUDING SOIL - -• < PREPARATION. SEE 32 91 19. ALL OTHER Q EXISTING BATHROOM,A,2', ---, �‘ �v \... ',aDAMAGED BY CONSTRUCTION Z STORAGE SHED AND' , LANDSCAPE AREAS � CONCRETE LANDINGS, `. ` �� SHALL BE REPAIRED OR REPLACED AT Z TO BE PROTECTED „.'* t CONTRACTOR'S EXPENSE. Z o ` 11. CONTRACTOR TO ASSUME MINOR IRRIGATION SYSYTEM < a � x\ OPROPERTIES O � � � REPAIR AND SHRUB REMOVAL ON � o rssr ,, o \ ADJACENT TO ALL WOR IRE LANE ENTRANCE. Z g 6 �c ° • COORDINATE WORK WITH PROJECT 03 O � \, REPRESENTATIVE BEFORE BEGINNING WORK. o ©. `.A:•� ;�� sa H O �0 EXISTINGa EXISTINGJ — ` � � CURB AND GUTTER, �. \\ TO BSIDEWA K, TOE PROTECTED Z E - v°;. - � � � > �' ,.' vv. E'➢ . v �� ' � ; BE PROTECTED J :1!RE : ? WNSURVEY BOUNDARYBE SURVEY __.._. ._ I l . EXISTING MESSAGE BOARD AND OVER EXISTING B BARRICADE, ANG TO BE PROTECTED ' EXISTING SIGN, TO BE o EXISTING CURB AND GUTTER, ENPROT ED ET EXISTING ASPHALT DRIVEWAY , `s ^, REMOVED AND SET ASIDE 'r' TO BE PROTECTED TO BE REMOVED 510 SF ss0 <R sQmv FOR FUTURE USE EXISTING SIDEWALK, TO , 0 EXISTING UTILITIES, TO BE i 3 BE PROTECTED EXISTING CATCH BASIN, TO ' O, v @ PROTECTED i BE REMOVED CAP PIPE EXISTING UTILITIES, TO . '` EXISTING CHAIN LINK FENCE, BE PROTECTED N DOCUMENTS EXISTING DRIVEWAY, TO BE \ ,0 ` TO BE REMOVED TO EDGE OF - _ %CONSTRUCTI` DEMOLITION PLAN OP TY LIN RELOCATE ® EX G I K FENCErENDPOSTS ASENEEDED TO • TO BE REMOVEDLTO EDGE OF r._ _ __ry ,MAINTAIN STANDING FENCE �� < PROPERTY LINE REL SUR i N. ENDPOSTS AS NEEDED TO BOw-a © # MAINTAIN STANDING FENCE. 0 `,• �--•' � ,•, o \ SEE NOTE 1 1 T \ ♦�g- / EXISTING CHAINLINK FENCE, I� '\ F SEE NOTE #11 mm TO BE PROTECTED \ REVISIONS �` EXISTING CHAINLINK FENCE, - -. �� v 1 .4° TO BE PROTECTED SAWCUT AND REMOVE EXISTING ROADWAY AS — �'� �g 511I' ` vv , - NEEDED TO INSTALL NEW WATERLINE (SEE C100). PATCH AND REPAIR ASPHALT. � 5. ; A \` \,,�� \ \ ,X -,.\ _ \ '\ SCALE AS NOTED — \ DRAWN BY BEO \ DATE 07.01.2016 __—___—__—__—_ PROJECT NO 1534 i I N NSHEET 1 DEMOLITION PLAN A. 2 DEMOLITION PLAN ,h, SCALE: 1"=20'-0" 011577 10 20 40A. SCALE: 1"=10'-0" 0 5 10 20„ L202 /,,,.............,.../\ 1 „___r__,__,,._, ' EROSION CONTROL LEGEND 11 $2 I 5 691 ” i - I 3 II --- --_ SURVEY BOUNDARY \ ao ---- PROPERTY LINE LOCATED AT LIMIT OF _ COMPOST B SURVEY BOU DARY, TYP R'_ - = \` WORK \ s g�§= h STAGING AREA " \ \ \� O �, „ 0 b h \�\��\. 20'x20' CONSTRUCTION ENTRANCE WITH 3-6" r \ , \ , \ CLEAN ROCK, 1/1204 a \ ,.r .\ \= ' rt.;_.: CONCRETETRUCK WASHOUT ' ' ,- ; \., BIOBA / 03 GS 2 L2 0 l r _.a ....,...b ..., .. v_ \< ? ` o 'v, DRAINAGE FLOW DIRECTION 0 ©=\ \ ''''Z'';"\''''<->;:'''-'7'0'''''?": O EXISTING CONTOUR LINE �. a ,> � Ir, \ � PROPOSED CONTOUR LINE a •,a k v ,-',.''''.>,-1 .� a� � �� .-_ - r "�- � � ,9 \\ EXISTING TREES TO BE PROTECTED _b a a y �� y -345 `� \ PERFORATED DRAIN PIP •E rI �Q �. \,? �. :e : � \ �e� � 4w PVCDRAIN PIPE Ort La REGON u 1 v� , 7..""', :'•• x J, ` Q )/ o \::k s s \.- \: o �• NOTE: r �qp o 1. ALL EROSION, SEDIMENT AND POLLUTION CONTROL PLAN (ESPCP) �, y y b MEASURES SHOWN SHALL BE INSTALLED INC ACCORDANCE WITH OREGON ° /` Q °, °> Q �z CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS R&O 07-20 54 2. SEE L204 FOR ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES. w SZ L ; Le �.o Q y V Cr_`'q.� `. Asa Q 1 I ,,o, �� 1 Z iv iiii l' „.'44.4,,,,'...,:,..iili, oeeej ��: H O O �ils®b�te4�tSk /f N \ < \4 \\ �i'0��w°i r e [ Z �, • I '' - ° \\,' o .."M":.44::::::: A?04, 03 0 9 , ,,,,‘, : ,‘: i :‘‘ l' : ... ., ..... , , . : , ° _, ,mac. e o\\\ x t AV'Itr SURVEY BOUNDARY. TYP - { �� r °a;Al.�°- 100%CONSTRUCTION DOCUMENTS EROSION AND SEDIMENT CONTROL _,.,,...: .....>. PLAN VIEW .....? xrs PLAN ---\ e•O.cRIAP m 10' ® V A VI REVISIONS PROFILE _ -- _-__ .. _ NOTES: 1. SiAKNO OF BAGS REQUIRED USING(2)1'12”NOCO STAKES OR AMMO ECUAL PER BAG z. !I-1'4'E/USCSI CAME B5E41000N14SIBEFORE USING STORM WATR85 OR Ol41FR 11ATERw15 AS APPROVED SCALE AS NOTED BY THE 015TRRT OR CBO. 1 EROSION CONTROL PLAN DRAWN BY EEO N �, Section DATE 07.01.2016 SCALE: 1"=20'-0" 2 BIOBAGS PROJECT NO. 1534 0 5 10 20 4o�I NTS SHEET L203 • STANDARD EROSION CONTROL NOTES FOR SITES LESS THAN 1 ACRE (CWS DRAWING NO. 945) CONSTRUCTION MANAGEMENT PLAN NOTES CONCRETE WASTE MANAGEMENT PAVING OPERATIONS CONTROLS 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE 1. NO DISTURBANCE TO OCCUR OUTSIDE THE LIMIT DESIGN CRITERIA / SPECIFICATIONS DESIGN CRITERIA / SPECIFICATIONS OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, PRACTICES, OF WORK LINE. 1. PERFORM WASHOUT OF CONCRETE TRUCKS OFF 1. PAVING MATERIALS AND MACHINERY SHALL BE STORED INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 2. CONSTRUCTION MATERIALS AND STAGING TO BE SITE OR IN DESIGNATED AREAS ONLY. DO NOT AWAY FROM STORM DRAINS AND WATER BODIES AND 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 IN THE AREA SHOWN ON THE PLAN. USE WASH OUT CONCRETE TRUCKS INTO STORM SECONDARY CONTAINMENT WILL BE USED TO CATCH THROUGH MAY 31 EACH YEAR. APPROPRIATE PROTECTION DURING WINDY AND DRAINS, OPEN DITCHES, STREETS, OR STREAMS. DRIPS, LEAKS OR SPILLS WHERE APPLICABLE. 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. RAINY WEATHER SUCH AS TARPS WITH THE DO NOT ALLOW EXCESS CONCRETE TO BE 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE 2. IF ONSITE MIXING IS PLANNED THEN AN AREA SHALL fa APPROPRIATE TIE-DOWNS. DUMPED ON-SITE, EXCEPT IN DESIGNATED BE DESIGNED FOR CONDUCTING THE MIXING. THIS AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 3. MARK ALL EDGE OF DISTURBED AREAS WITH AREAS. AREA SHALL BE PAVED OR MADE IMPERVIOUS (EG. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. YELLOW FLAGS PRIOR TO CLEARING. USE 2. LOCATE DESIGNATED WASHOUT AREAS AS FAR PLASTIC OR WOOD SHEETING) AND BE LOCATED AWAY ilffi UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, U-SHAPED FILTER BAG IS REQUIRED FOR ALL EROSION CONTROL COMPOST BERMS AS SHOWN FROM STORM DRAINS, OPEN DITCHES, OR WATER FROM STORM DRAIN INLETS OR WATERCOURSES. CURB INLET CATCH BASINS. ON PLANS. BODIES AS POSSIBLE (OVER 50 FEET AWAY 3. MINIMIZE OVERSPRAY OF TACKIFYING EMULSIONS OR - 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED 4. DISPOSE OF ALL EXCAVATED ASPHALT PREFERRED ON LARGER SITES). LINE PLACEMENT OF OTHER PAVING MATERIALS BEYOND THE i; BACK ON THE SITE AND STABILIZED PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUNDc m OFF-SITE. ENTRY/EXIT AREAS WITH GRAVEL TO CATCH LIMITS OF THE AREA TO BE PAVED. d o AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM WASHOUT RESIDUES LEAKING FROM TRUCKS. 4. USE DRY METHODS TO CLEAN EQUIPMENT AND CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED 5. PRESERVE ALL TREES THAT ARE OUTSIDE THE .2 TIME FRAME. LIMIT OF WORK. 3. CONTAIN WASHOUT RUNOFF IN A 10-FOOT BY CONDUCT CLEANING IN ACCORDANCE WITH THE BMP ON 'VEHICLE AND EQUIPMENT CLEANING". $, 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. 6. DISPOSE OF ALL CONSTRUCTION DEBRIS 10'-FOOT BY 2-FOOT DEEP PIT. NEVER c 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF LEGALLY OFF-SITE. IF HAZARDOUS MATERIALS WASHOUT CONCRETE TRUCKS INTO A 5. MATERIAL USE AND STOCKPILES SHALL BE MANAGED IN 2. 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL. ARE ENCOUNTERED, CONTACT PROJECT STORMDRAIN, DITCH OR WATERWAY. FACILITATES ACCORDANCE WITH BMPS ON "MATERIAL USE" AND 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN ENGINEER IMMEDIATELY. CONTROL LITTER ON SHOULD BE DESIGNED SPECIFICALLY FOR THE "STOCKPILE MANAGEMENT." REDUCED BY 50% AND AT COMPLETION OF PROJECT. SITE AND INSTALL PORTABLE RESTROOMS FOR MAINTENANCE EQUIPMENT USED, FOR EASY 6. COLLECT AND REMOVE ALL BROKEN ASPHALT AND 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL. CONTRACTOR USE AS NECESSARY. ACCESS, AND TO AVOID CREATION OF CONFINED CONCRETE OR EXCESS MATERIALS, RECYCLE WHEN 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, SPACE. FEASIBLE AND DISPOSE OF MATERIALS IN ACCORDANCE SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 7. REPAIR OF DAMAGE TO ROADS, WALKWAYS, WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. YARDS, AND UNIMPROVED AREAS MUST BE 4. WHEN WASHING CONCRETE TO REMOVE FINE 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'SPROJECT. CREATING EROSION BY DRAINING THE WATER TO PARTICLES AND EXPOSE THE AGGREGATE, AVOID 7. DO NOT APPLY ASPHALT, CONCRETE PAVING, SEAL �� RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE PRMPLETED PRIOR TO COMPLETION OF COAT, TACK COAT, SLURRY SEAL OR FOG SEAL IF RAIN 1 T�O 395 FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY THE SIDE INTO A BERMED OR LEVEL AREA OR IS EXPECTED DURING THE APPLICATION OR CURING RIPARIAN ZONE. SOIL TYPES INTO A SEDIMENT CONTROL STRUCTURE. DO NOT PERIOD. I • 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL WASH SWEEPINGS FROM EXPOSED AGGREGATE 8. AVOID IF POSSIBLE, TRANSFERRING, LOADING, OR r rt La go F EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND CONCRETE INTO THE STREET OR STORMDRAIN. UNLOADING PAVING MATERIALS NEAR STORM DRAIN ,2 OREGON PER THE USDA SOIL MAP, THE SITE SOIL 3/20/96 STATE, AND FEDERAL REGULATIONS. COLLECT AND RETURN SWEEPINGS TO INLETS OR WATERCOURSES. IF NOT POSSIBLE, USE ds 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY TYPE/CLASSIFICATION IS 11 B-F CORNELIUS AND AGGREGATE BASE STOCKPILE, OR DISPOSE IN BMP OR STORM DRAIN INLET PROTECTION. CAp SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, KINTON SILT LOAMS. THE TRASH. E NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE MAINTENANCE REMOVAL GUIDANCE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 1. CLEAN OUT DESIGNATED WASHOUT FACILITIES 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION AND AREAS OFTEN. CONCRETE CAN SET, BE ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE BROKEN UP, AND THEN DISPOSED OF DURATION OF THE PROJECT. PROPERLY. 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST; THE TYPE 2. REFURBISH FACILITIES AS NEEDED. AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 3. CONTRACTOR NOT TO OVERFILL WASHOUT PIT. 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. SZ 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED Ce AREA, AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). s 19. THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO Q ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER 0- a PROPERTIES. z 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. Z Q DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH Z Q ALL REGULATIONS. e/ Q O 0 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON 411001..10 REQUEST. 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF ?. "' yMl yFINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. "�:': m23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. � 1:'::,.;>:.tr..:. UNCONCENiRATED Q O U ////� :e. Plik �SHEET FLOW 0/ RADIIS 24'MIL .�:I.•,'�F,.. W • ♦• OUTLET SIDE "') CLEAN PIT RUN OR x-N'Grw 30010 K, risJ Lei SURGMDE REINFORCEMENTN.E gyp GEOTEx1AS RE WIM' RI MIN. COMPOST,TO MEET DEQ MTH STANDARDS. •20'MMI.FOR SINGLE FAMLY ANC 040010 0301201110. GRAVEL EN11R10JCE CONSTRUCTOR CVRD RAMP NOTES: PAVEMENT 4111=11111111 YSI 1.USE MATURE,GOOD QUALITY COMPOST MATERIAL WITH SUFFICIENT ��1 PARTICLE SIZE DISTRIBUTION. G1p��p>iN ��C�w �,4s.. -. - 2.CHECK FOR UNDER-OUTING OR PIPING UNDER BERM. i�!��i��G�G��i;�✓(��1� �'•T� 3.INSPECT FOR CHANNEL FORMATION PARALLEL TO THE BERM,WHICH ' "�,/�'G�`'/`�4 4.M 111111111W INDICATES SEDIMENT ACCUMULATION WHEN IT ONE-THIRD NOTES: OF THE BARRIER HEIGHT. 100%CONSTRUCTION DOCUMENTS 1. THE EVIPPRCE SHALL RE MMRNNEG IN A GONOTON THAT W1.1 PREVENT TRACKING OR F1O0ING OF SEGMENT ONTO RELIC RIG HT-OF-Inn.THIS MAY REQUIRE TOP DRESSING,REPNR AND/OR GLEAN EROSION AND SEDIMENT CONTROL OUT OF ANY ASURES USED TOSEDIMENT 1. N LssAARY WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE own PUBLIC RIGHT-OF-way. DETAILS O. 1111.1 WASHING R REWIRED.IT SHOAL BE DONE ON AN ARA STAR0.12EO MIR CRUSHET STONE SLOPE SLOPE LENGTH MIN.BERM DIMENSIONS NAT NAPPROVED TRAP Oft EN H. WH RU FCONTAINING SFDWIE01 LADEN WATER 0 LEAVING T SIE VIA THE CONSTRUCTION (HEIGHT x WIDTH) ENTRANCE.OTHER MEASURES SHALL RE IMPLEMENTE0 70 ONERE WROTE THROUGH AN APPROVED RT MNO SYSTEM. S !> FANNY <50:1 250 FT 1 FT x 2 FT _ 20'Lows 30 m•WOE W'DEEP of S MINS CLEAN ROCK. 50:1-10:1 125 FT 1 FT x 2 FT SIIMMEESZel. REVISIONS SHF Law RI 20'ME 33-01 CLEW ROCK. 10:1-5:1 100 FT 1 FT x 2 FT GOVERNING AVD10RITY MAY REQUIRE GEOTODILE FABRIC TO PREVENT SIR-SOL PUMPING 3:1-2:1 50 FT 1.3 FT x 2.6 FT >2:1 25 FT 1.5 FTx3FT SCALE AS NOTED DRAWN BY EEO DATE 1 CONSTRUCTION ENTRANCE Section 2 COMPOST BERM Section PROJECT NO. 15.01.2016 NTS NTS SHEET L204 LEGEND ABBREVIATIONS PEDESTRIAN CONCRETE PAVING 0 •+ _ © VEHICULAR ASPHALT PAVING m M g SURVEY BOUNDARY ARCH ARCHITECTURAL �S W CONC CONCRETE Ilk BOULDER WALL I I CONCRETE CURB AT WOODSHIRE LANE --- PROPERTY LINE/RIGHT-OF-WAY DWG DRAWINGS e 0 Viii, ELEC ELECTRICAL i 3 I' CONCRETE PAVING - PEDESTRIAN RELOCATE FENCE POST AT FUTURE SCULPTURE/SEATING LOCATION - NIC t' MECH MECHANICAL FINAL LOCATION WITH ,I 1` NIC NOT IN CONTRACT PROPERTY LINE. COORDINATE ! jj ADA TRAIL PERMEABLE ASPHALT PAVING PA PLANTING AREA o PROJECT(REPRESENTATIVE ! Y4 10 CRUSHED ROCK PAVING, SIM. �� SIM SIMILAR - �" ®,,oj ��flS DROP-OFF AREA - PERMEABLE ASPHALT SPECS SPECIFICATIONS 8 E 7; _ •.::'.:q:ties� PAVING STRUC STRUCTURAL PA -�`--------- TTP TYPICAL m ,, b VEHICULAR ASPHALT PAVING RELOCATEFENCEPO WITH , .,.k%- o 0 0 `�r+® PRO ERTY LINE. COORDINATE r a W/ I 0 FINAL LOCATION WITH VEGETATED FILTER STRIP: 129 SF (2145 MATERIALS NOTES ' O '�� O PROJECT REPRESENTATIVE i SF OF IMPERVIOUS AREA X .O6) L.0 24 4 i, 1. THIS PLAN IS BASED ON A SURVEY BY HARPER 'fir a /--. Oj,�j , 1/4 10 CRUSHED ROCK PAVING A HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. ,, CONCRETE CURB NOTIFY OWNER'S REPRESENTATIVE OF ANY • jjjj EXISTING TREES, PROTECT DISCREPANCIES IDENTIFIED ON SITE RELATED TO O j.'jjjj� IN PLACE, TYP. DRY STACK STONE WALL PR ° 4 ADA TRAIL-PERMEABLE BASALT STEPPING STONES 2. E SURVEY I FOIST INFORMATION EfATONOTO REMAIN.IOSEE o. a Li(11 ASPHALT PAVING1;1IS o• O BOULDERS ANDCIOTHAEROREQUIREMENTS,56 39 FOR FENCING39TEp .Q. `G7j t d �' ® WATER FOUNTAIN �: _ , '''''','.''''''`'/O"' .� ° r / ._v' "' �, 3. SEE CIVIL DRAWINGS FOR LOCATION OF UTILITIES. l f'•'' O 4�l/". o / HOSE BIB 4. SEE ELECTRICAL DRAWINGS FOR FURTHER t E a <' LNG SITE LIGHTING AND OREGON a ———— METAL HEADER INFORMATION REGARD '� 3/20/96 FUTURE SCULPTURE/SEATING - �� ',-5°-5._.„ !�cSy,� LOCATION - NIC eoN PIPE oPERFORATED DRAIN 5. ALLCONCRETE(PAVING TO BE MADE OF HIGH `�E 5 p.. PVCDRAINPIPE .,.,, i, ALBEDO LIGHT COLORED MATERIALS, SEE O } O o � ' EXISTING TREES TO BE PROTECTED SPECIFICATION 32 13 14. 6 WORKDIINAOTHERRBID(PACKAGES.TRADES, INCLUDING p € 7. ALL CONCRETE PAVING TO RECEIVE LIGHT BROOM O ;r' O �• \; ®" FINISH UNLESS OTHERWISE NOTED.SEE __� i SPECIFICATION 32 13 14. �— LANDSCAPE 0 -- BOULDER, TYP. L702 8. PROVIDE DESIGN-BUILD ELECTRICAL CONNECTION Yo o- O O o Y� -., \\L FROM EXISTING ELECTRICAL CABINET TO NEW DUPLEX ‘.'s-' �'�/j BASALT ROCK OUTCROPPING,` ` \-\55„,-5 � LOCATED AT SHELTER. ALL ELECTRICAL SERVICES TO ' 5 5 • `:�+.0, Ij SEEL702 BASALT STEPPING STONES i MEET CURRENT LOCAL, STATE, AND FEDERAL CODES. • � c , SHEETU9. ALL ADA TRAILS AND CONCRETE PAVING TO MEET �/ 1117 \ N° � ` � O �I �� PLAY AREA ENLARGEMENT, LOCAL, STATE, AND FEDERAL ADA REQUIREMENTS. SZ EAELA € O �� l` ' SEE SHEET L703-L709 a_ Q' FUTURE SCULPTURE/ ��jjjj �/� ♦•., • n,, pz d SEATING LOCATION - NIC jj/j�jPA _\� `�� ©4" PERFORATED DRAIN Q • :�� PIPE o Q z ce d ,..a.44. .: d o p• �I \5 �l�` INSTALL BURIED CLEANOUT FOR DRAIN ?a 0 Q o ° •♦ `� ` � �, PIPE PRIOR TO EXITING NATURE PLAY. O �o' 9 :. Z1 • �A' •�� yv. PROVIDE DRAIN AT CONCRETE ZZ1 iti)- �y J apt \ •`, �� - .\ V� CURB FOR DRAIN PIPE. .� A m rs, 0,. q '4' 'IL"l'\.' '"4.-f. Y4 10 CRUSHED ROCK PAVING p LOW RUBBLE WALL ' ��yam��••'•°•`F / J w_ ti� DROP OFF-PERMEABLE O ‘::.•:•::: o ASPHALT PAVING �� PA CO 0 ma 1• ' DRINKING FOUNTAIN `s '\ ��!® " k... \� Y. 4" PVC DRAIN PIPE t ." DRAINAG 0 i o v METAL HEADER $ ° N UTLET ' p �, PEDESTRIAN CONCRETE PAVING 1 i O'� L701 \ .� 100%CONSTRUCTION DOCUMENTS ./ \ MATERIALS PLAN '' '' ' PICNIC SHELTER, SEE L711-L713 '''''''''''''''''':'.1-''' s " p. HOSE BIB 2 SURVEY BOUNDARY, Typ ° d a Y4 10 CRUSHED 8 i �:,.., .. REVISIONS ROCK PAVING L709 J SCALE AS NOTED -_ DRAWN BY HO--i------�.- DATE 07.01.2016 1 - - PROJECT NO. 1534 N SHEET 7.7 oh 1 MATERIALS PLAN SCALE: 1"=20'-0" I 1 0 5 10 20 401 `�0 1 , , 's MATCHLINESEE SHErL4o2 LEGENDO _ _ ---- - SURVEY BOUNDARY A ' ---- LINE PROPERTY N647399.923480 b E-7606181.295749 CENTERLINEF '% \ N-647398.014557 .. .. . ._._ E-7608180.811307 - \ °-' \ \ R23' ALIGN :.. ALIGN y \ \' N-647405.707210 O \ • N-647414.„308363 6 �� a E-7 8176.262693- - - 08218.'5802 PEDESTRIAN CONCRETE PAVING i o 0 E-7soe176.ziose7CURB AT PLAY AREA LAYOUT EXPANSION JOINT N-6d�3 E� -,' N-647405,935677 o, p-N=647384.398809 \ '\ ism, o 7soen2ss7a2a ' E-7608146.436635 0•' TOOLED CONTROL JOINT _ A N-647404.779537 y m E-7 269886 + `, -7608247.274642 POINT OF TANGENCY 2 N 647387.5 \ 608189. \ \ N-64'715.120686 -64737 ` �� -/-/-/- METAL HEADER 2 4 / > \ -76083424857 08192.308251 \ o � ' "" ` \71114ritill04E-761E11047.0E915\ �` EXISTING TREES TO BE PROTECTED c© , \ p v \ � vy 3 E-7608177.9430113 \ \ \Rpk s. \ O < I :. N.- \\ _EN 760887.38387fi' ��. � \� N-647374.969746 \ \\ PERFORATED DRAIN PIPE ' 173.188448 \ �O E-7608206.108586 y ........... ...._. O N-647381076423 0 \AIL 9 5 y PVC DRAIN PIPE \ E'-lsoan636ssga iik�, �� 6-7608216 649942 \ VEGETATED FILTER STRIP O = � O N-647375.786469_> ® �� ♦ S \ e,,,,,,‘. ,a DRY STACK STONE WALL _ PISW4 I •..� „\ E-76p8174.6577#71 '��, �� \ \ Y" '�O �� O N-647371:034 04' 'k, /O \ \ N-647370.595216 395 0 --- f, E-7608173.108796'- N-847360.651846 E-7608254.240821 O t La go ii \ EN7608968588756; .,,,:b � E-7808222.213912 �'� ABBREVIATIONS • _ ':. C , N-647370.540045 r L � A E-7608256.182606 \ X72 588744�, •� BO OF CURB Q V C BACK '\ N-647366.027354 CJ JOINT zo/s N-647371.5984�R CONTROL , iOREGON Aild 11:011}4111441114 ♦.jlw �` E-7808280.621375 DA DIAMETER J 1., 3/20/96 \ v E-7608197.716887 41 �.R7. l'',, EJ EXPANSION JOINT < N-647370.861762 �a ��j EQ EQUAL . O r ._ ., \ _. •iy E-7608191.335512 �4�� EW EACH WAY 0 \ ^� N-647368.412974 �� \\ Q7 FOC FACE OF CURB ` E-760819306 \ 3'7• NO NUMBER ° r :V �` N-647364.575640 OC ONCENTER 4284 R24'-5' POT POINT OF TANGENCY / E-7608243.449628 ' A ' \ 647 _N-647354.760000 R3.' N N-647362.835035 R RADIUS E-7608173.228000 E-7 6-7608242.684565 SP SPACES . N-647362.388517 8216 623343 N-647356.7600Z) TYPICAL \ .,o •� % E-7608184.370154 .I N-647348.626656 ;E-7608245.697674 E� FASTING -•A N-647365.216998 ZE-7608188.501370 E-7608231710914.; N NORTHING I \‘\ O � � N-647348.246748 40) 8' I ° \ E-7609167.436576 i LAYOUT NOTES tY 1 ": 0 N-647336.052000 S - 3 N 647342.37 925re � . ,, \ \ E-7608185.912000 1. W. E-7soe225ss22ao THIS PLAN IS BASED ON A SURVEY BY HARPER Q \ N-64734x.537237 7 HOUF PETERSON RIGHELUS INC. DATED 11/28/2015. a '\ 7608203.421133 ' -= v �` \ / N-647332.144678 NOTIFYWN REPRESENTATIVE OF ANY zZ i \ \ N-647344.918938 6-7608226.606099 DISCREPANCIES SIDENTIFIED ON(SITE RELATED TO I-p \ \ - E-7608214.628422 Z \, 1 SURVEY INFORMATION PRIOR TO INSTALLATION. Q \ EN7608212.460030 a, 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE I- U \` v' ° 56 39 FOR FENCING a SECTION ', ANDCOTHEROREQUIR REQUIREMENTS. =p \;.,,, _ ,\ _ \ 3. SEE CML DRAWING FOR LOCATION OF UTILITIES. c ° 4. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, U O 0 ' � \ ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0" p i \ \ � 5. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, J w i x ,r O NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO .__I O INSTALLATION. O 6. INSTALL EXPANSION JOINTS AND SEALANT WHERE m ,, � CONCRETE PAVING ABUTS STRUCTURES SUCH AS �tl \ COLUMNS, FENC NG STRUCTURES, AND�FREEA E o o N-647293,876373 STANDING STRUCTURES, TYP. RS --- \ - E-7808303.423696 ., - 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, • 8. AREA DRAINS ARE TO CENTER N 9. . POINTS, CONDITION CURVES CONSTRUCTION DOCUMENTS SURVEy\BOUNDAR .......,� __..... '� Y, 1YP `,__..,.. �� ... LAYOUT PLAN INSTALL PATH SO THAT EDGE 100% ARE SMOOTH WITH NO KINKS - 10. NORTHEASTING COORDINATES ARE BASED ON e ;' "Q:.. BENCHMARK INFORMATION AS GIVEN ON SURVEY, REVISIONS N 1 LAYOUT PLAN SCALE: 1"=10'-0" ib 0 5 10 20„ SCALE AS NOTED DRAWN BY EEO DATE 07.01.2016 PROJECT NO. 1534 SHEET L401 I SURVEY BOUNDARY, T(P_„ .�... LEGEND - ---•- SURVEY BOUNDARY I x 1: O z � PROPERTY LINE 3 I; CENTERLINE , TOP OF CURB TO MEET FLUSH WITH TOP OF EXISTING CURB i= TOP OF CURB TO MEET FLUSH WITH TOP OF EXISTING CURB ALALIGN SIDEWALK TO MEET FLUSH WITH EXISTING SIDEWALK i SIDEWALK TO MEET FLUSH WITH EXISTING SIDEWALK PEDESTRIAN CONCRETE PAVING o ... ::E� • N-647569.300025EXPANSION JOINT •'.� E-7608204.977025 647567.996345,, ,� g � �� T60 as356Y, TOOLED CONTROL JOINT TANGENCY N 647563.463280 r' 9241 • POINT OF N m 111 E-7608204.811641 .n /-' N-647562.293592 - \ / c E-7608241.682332.._...... � ' METAL HEADER t 00 L_,- : ! EXISTING TREES TO BE PROTECTED 01 J4-- • N 647563:007759 ' Ntil, , E- 21 _2508 9.1 N-647562.753572 PER ORATE DRAIN PIPE E-7608227.207767 7` F D\, `. C DRAIN PIPE A. A_ PV d FILTER STRIP O \" \© 0 t DRY STACK STONE WALL c(,IS .6 ;� " �V 345 6 .. ...__ ABBREVIATIONS • b N-647537.911706 BOC BACK OF CURB x o 40 • \ ', i E-7608238:018722 '/;' 3/20/96 \ .V �, \ JOINT CJ CONTROL \ DIA ER \ o v .- EJ EXPANSION JOINT E ° EQ EQUAL i EW EACH WAY N-647515.845930 i475t 845930 ' FOC FACE OF CURB -7608221.104'730 _ N 647510.9986716. E-7608245.470603" OC ONNO CENTER ."�. N 647522187929 �� E -' \r e�,. POT POINT OF TANGENCY \ ,. R RADIUS t � N-647516855448 SP SPACESSo -760824144371 \ V 'N „' "` 64 8185 4328 v N-647512 023203 ' - TYP TYPICAL 7E77608240.500299 \ 214226 \ - - `\,f E FASTING \•6060 . . \ a.s \ O R10 s N NORTHING v. oSZ Ce LAYOUT NOTES V N \ �� \ 1 THIS PLAN IS BASED ON A SURVEY BY HARPER 'y ..N-647490.zz��0796 Q ' • E-7608244.5029 HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. FY TATIVE OF ANY .\ \ i ....-. \ �,s• DISCREPANCIES E ANCESSIDENTIFIEDNON SITE RELATED TO Z 1-p ��eN- Az Q SURVEY INFORMATION PRIOR TO INSTALLATION. N-647486.163023 Q 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE I- 0 0 E 760&165.408488 -.\ -\ SPECIFICATION SECTION 01 56 39 FOR FENCING Z R. - R AND OTHER REQUIREMENTS. SI U <-N 64748.1.81294$,,. 'S 3 SEE CML DRAWING FOR LOCATION OF UTILITIES. E 7 08153 414823' ©'' /\ ♦� m N O w 'i: o ' \ 4. FOR ASSUME DIMENSIONS0 INC ES,HERE SUCHIrTHATSARE NOT 2' EQUALSG2'-NO" o U s_ . 5. IF THERE IS A CONFLICT WITH LAYOUT IN THEFI w -' ' '"--u \N-647476..380852 FIELD, L-647476.380852 . • NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO J LL ��`. :.� INSTALLATION. s' N :_, N \N 6. INSTALL EXPANSION JOINTS AND SEALANT WHERE m Q- CONCRETE PAVING ABUTS STRUCTURES SUCH AS FREE CRETE HEADERS, \ COLUMNS, FENCING SITE WALLS, NSTRUCTURES,G EDGES, AND „, \ .' ` 'A �•' v N-6.7453.470443\ ' `\ o O E-7608246.724047 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, 0 STANDING STRUCTURES N \ R8. 6 \ < 8. DIMENSIONS TO AREA DRAINS ARE TO CENTER N-647439.396902 �. A. E-7608114.055455 - ...-- \ N-647438,086496 POINTS, TYP. E-7608251.6362669. INSTALL PATH SO THAT EDGE CONDITION CURVES 100%CONSTRUCTION DOCUMENTS v N. A. LAYOUT\ ARE SMOOTH WITH NO KINKS T PLAN 10. COORDINATES ARE BASED �` NORTHEASTING R ON O Q _ _ -0 MATCHLINE, SEE SHE 1/L401 BENCHMARK INFORMATION AS GIVEN ON SURVEY. REVISIONS N 1 LAYOUT PLAN k SCALE: 1"=10'-0" 0 5 10 20� SCALE AS NOTED DRAWN BY BE0 DATE 07.01.2016 PROJECT NO. 1534 SHEET L402 o-- _ MATCHLINE SEE SHEEf�L404 _ LEGEND Q O • ----- SURVEY BOUNDARY - ---- PROPERTY LINE 647 CENTERLINE ' \ E-7 212749 \ I. . \ N 608219.9 ALIGN `.\ \. k, �� ALIGN • \! 08 ' O CONCRETE PAVING __ \ N-647406.943115 lj/ EME, 11,PEDESTRIAN CO ET ffi " �5,7soazw.6ss04sEMEEXPANSION JOINT N-647401,046934 P, • 1 • • TOOLED CONTROL JO E 7608194.318000 X / POINT OF TANGENCY I 1 METAL9 HEADER .c B O: \ / EXISTING TREES TO BE PROTECTED c \ m •0 ,, • N PIPE _,�0 �.�� .,: d __ PVCFDRAINDPIPEAI a VEGETATED FILTER STRIP '''o'\,- Off, tiltear� DRY STACK STONE WALL #IST % o ° o , '•,� ABBREVIATIONS 395 OREGON��* JOINT 'L� 3/zoi96 .071 PO COC CONTROL J BACK OF URB ' DIA DIAMET ER SS..�. EJ EXPANSION JOINT E *4�1" EQ EQUAL -.,„91-0. EW EACH WAY 0 ,1* , ��‘ FOC FACE OF CURB �. NO NUMBER _ � A $ / OC ON CENTER ° � - POT POINT OF TANGENCY 1/ N-647358.416171 f \ \ / E-7soe25a.ettoaz R RADIUS O 4 4 _.� /1 S SPACES TYPICAL Oo � .. \� N P NORTH N '` 'V Se d / N-647348.714192 ° E 7soe23271oai1• LAYOUT NOTES fY ' sA ,‘4$ '4104 ` E-76082316760914 O 1. THIS PLAN IS BASED ON A SURVEY BY HARPER n 36159 HOOF PETERSON RIGHELLIS INC. DATED 11/28/2015. E-7608235834368 NOTIFY OWNER'S REPRESENTATIVE OF ANY Q .� ` , 1 DISCREPANCIES IDENTIFIED ON SITE RELATED TO — 1-p S \ \ --', /1 4,,, SURVEY INFORMATION PRIOR TO INSTALLATION. < ' \ \ �i�i Ns847329647224 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE v 26 �• E-76082g2s315sw SPECIFlCATION SECTION 01 56 39 FOR FENCING - �"p�, - N-647327157322 AND OTHER REQUIREMENTS. p \ 0, \ E-7608230.015845 m>- {� __ N-64736.-619469 i 3. SEE CIVIL G FOR LOCATION 16 w E-7608223.92537 ° 4. FOR DIMENSIONS NWH RE INCHES AREF NOT GIVEN, C O b 00 \ ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0" < p 5. ui 0 s\ NOWNER'S REPRESENTATIVE PRIOR TO E 0NOTIFYTHE0 A CONFLICT WITH LAYOUT IN THE HELD, J 0/ W J INSTALLATION. N' . O ° 6. INSTALL EXPANSION JOINTS AND SEALANT WHERE m ' v CONCRETE PAVING ABUTS STRUCTURES SUCH AS - BUILDINGNEA DE 't .,\ COLUMNS, FENCING AND FREE' •- 0 . OSTANDING STRUCTURES, TYP. ... _ _... _ 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, \ 8. DIMENSIONS TO AREA DRAINS ARE TO CENTER _..._._........ ___ POINTS NP. y` 9. INSTALL PATH SO THAT EDGE CONDITION CURVES 100%CONSTRUCTION DOCUMENTS F.. �'� � --��" SURVEY>BOUNDARYP- ' • � SCORING AND EDGING LAYOUT r ARE SMOOTH WITH NO KINKS P�"_._,- 10. NORTHEASTING COORDINATES ARE BASED ON �' BENCHMARK INFORMATION AS GIVEN ON SURVEY. v , `` REVISIONS N 1 SCORING AND EDGING LAYOUT PLAN A; SCALE: 1"=1 0'-0" \ ,_ 0 5 10 20 SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 SHEET L403 • I SURVEY BOUNDARY, TYP_, LEGEND N I ;� ----•-•••• SURVEY BOUNDARY I 2 '` PROPERTY LINE w O ---- 1 9•_ O I' Q CENTERLINE • 2 EQ p ; s ALIGN ALIGN 2 ED SP j �� CONCRETE PAVING o MEEK i PEDESTRIANEXPANSIO i ■ .J S2 '85 I= , S - T J Li EJ • POINT OF TANGENCY at o \ TOOLED CONTOROL JOIN -/--/—/- METAL HEADERi i = N , ° i EXISTING TREES TO BE PROTECTED c °O w.. ,s -A, PERFORATED DRAIN PIPE DRAIN VEGETATED FILTER O R STRIP O DRY STACK STONE WALL cf,IST �, O `�" r0 • � 0 • 345 ABBREVIATIONS \ t BOC BACK OF CURB T o "N { CJ CONTROL JOINT L 3/20/96 A DIA DIAMETER �tC'' w, \ EJ EXPANSION JOINT E o AY i EQ EQUAL EW EACH WF CUFOC FACE RB RB �` NO NUMBER OC \' ' POT POINTCENTER OF TANGENCY R RADIUS p O- Q o SP SPACES TYP TYPICAL C AL \ \ A iEASTI NG \ \\ N NORTHING \„ ` f0 LAYOUT NOTES tY . 1. -<, O \ �- \ „��.., \ OIUF PETERSON ARIGHEOLLIS INC. DATED 11/28/2015. \ — \ IDENTIFIEDONSITE RELATED TO TATIVE OF ANY Z 1-p SURVEY• EP INFORMATION PRIOR TO INSTALLATION. \ 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE I— 0 0 \ SPECIFICATION SECTION 01 56 39 FOR FENCING Z ~ \ \ \ AND OTHER REQUIREMENTS. O 3. SEE CIVIL DRAWING FOR LOCATION OF UTILITIES. C m r`, ' 664. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, o - < � o O ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2' 0” -,• . -� ,/ "� 0.� 'V � \�„ 5. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, J NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO -I t \ - \ 6. INSTALLAEIEXPANSION JOINTS AND SEALANT WHERE 00 \.. O. CONCRETE PAVING ABUTSSTRUCTURES U S SUCH AS SITE WALLS, BUILDING EDGES, CONCRETE HEADERS, 0. \ / COLUMNS, FENCING STRUCTURES, AND FREE \ ; �\ '. ` STANDING STRUCTURES, TYP. Q. ; o '� ; � 7. ARE TO CENTERLINES, 0 DIMENSIONSrTO JOINT LINES , 8. AREA DRAINS ARE TO CENTER POINTS,\ DIMENSIONS TO . \, \; 9. INSTALL PATH SO THAT EDGE CONDITION CURVES 100%CONSTRUCTION DOCUMENTS \, '\ ''\ ARE SMOOTH WITH NO KINKS. SCORING ON � ,� AH� rbRIN AND EDGING LAYOUT O MATCHLINE, H 10. BENCHMARK INFORMATION COORDINATES AS GIVENAOND SURVEY. SE '''''' / 1 L403 - ' REVISIONS N 1 SCORING AND EDGING LAYOUT PLAN 1111SCALE: 1"=10'-0" *0 5 10 20 _ SCALE AS NOTED DRAWN BY 9E0 DATE 07.01.2016 PROJECT NO. 1534 SHEET L404 LEGEND CENTERLINE ALIGN El ❑ "--,\ ALIGN s PEDESTRIAN CONCRETE PAVING •E®' MESE EXPANSION JOINTCI CI TOOLED CONTROL JOINT g LI 2 • POINT OF TANGENCY r CENTER LINE = m N # C N ABBREVIATIONS BOC BACK OF CURB 2 .. CJ CONTROL JOINT DIA DIAMETER EQ. r EQ. f EJ EXPANSION JOINT ei' ei" EQ EQUAL 5' 1'-0.1" 1•_ EW EACH WAY . 5• FOC FACE OF CURB NO NUMBER 1_"1.1._10. 2._4. .. 6'-7i" 9'_71• 9'-7,i" 6'-73' 4'-2" 3'-04" 2'-4" 1'-10"1'-4t C.-ii. OC ON CENTER 1STE POT POINT OF TANGENCY 345 R RADIUS • ' j. • SP SPACES :r is N-647383.203289 TYP TYPICAL V.,._, oaS Nso E-7608226.306129 E EASTING - 3/20/96 \ . \ N NORTHING sC�E Aft o 4 _\ \- LAYOUT NOTES MONEW- 1. THIS PLAN IS BASED ON A SURVEY BY HARPER �" ^\ HOUF PETERSONOWNER' REP ESE INC. DATED 11/28/2015. c; NOTIFY OWNER'S REPRESENTATIVE OF ANY ^\ w DISCREPANCIES IDENTIFIED ON SITE RELATED TO - SURVEY INFORMATION PRIOR TO INSTALLATION. r ". 2. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, -\ N-647362.847441 N-647388.956759 N-647415.066102 �\ ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0" E-7608252.195204 7—E-7608235.088832 E-7608217.982383 �\- -,,k- NOTIFY 3. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 4. NORTHEASTING COORDINATES ARE BASED ON Q BENCHMARK INFORMATION AS GIVEN ON SURVEY. Ct. d z ,ai Z 1-C) I- Q Z 00 N-647394.710327 Z E-7608243.871466 6- m>- \ 0 ob 0 J w J LL D m 100%CONSTRUCTION DOCUMENTS LAYOUT PLAN-CURB AT PLAY AREA REVISIONS SCALE AS NOTED 1 LAYOUT PLAN - CURB AT PLAY AREA DRAWN BY MO 1IIZ DATE 07.01.2016 SCALE: )" = 1 -0" PROJECT NO. 534 012 4 B � SHEET L405 • LEGEND u yJ asp EXISTING CONTOUR � i;.9, -� .MATCHLINE`EE SHEET�L502 _j__ , 387 PROPOSED CONTOUR Q Q, Q -I/-(485.00)E 485.00 SPOT ELEVATION EXISTING SPOT ELEVATION � BC 540 14 3.8 5 s-. ..--PERCENTAGE 545 DJE 539.81 DIRECTION OF SLOPE BOUNDARY Y 2 544.10 --- PROPERTYLINE EXISTING TREES TO BE PROTECTED _ . r _. .. 544.00iiiii \ c; g DRAIN PERFORATED DRAIN PIPE, SLOPED TO rn O :` 544.10 / / PVC DRAIN PIPE, SLOPED TO DRAIN / VEGETATED FILTER STRIP 545.81 CONCRETE CURB 54'. t• 5 5.81 4. n - � -, DRY STACK STONE WALL 54 TC 540.98 ® • ♦� BC 54C 1.38 98 545:24 ��, BC 540.38 � STONES I \ BASALT STEPPING o. 0 45.91 �0•. 55:14 >♦� ® FOUNTAIN 1 Q �; 545.11 A� .53 \ WATER IS p O`. 546 �,_ 545.35 ®��0 TC 54IE 1 00 HOSE BIB 395 'v O 559 , 545.23 �1� B / 545.30 .�'y�® ABBREVIATIONS t--. rt OREGON C 540.00 540.59 546.14 C 540.69 AD AREA DRAIN (RIM EON 3 s �a46.24 �i 0p 545.30 ®' BC BOTTOM OF CURB E 546.1 s 4?, 11116%,,g �� 541 546.29 545.50 1��aa_ �� BF BOTTOM OF FOOTING 41117-05,..610 �� Uj BW BOTTOM OF WALL (FINISHED GRADE) O, •� 545.40 .....,41i411" TC'TC1541.19 CB CATCH BASIN (RIM ELEVATION) (547.83) � ELV ELEVATION TO VERIFY •544 9' 41.31 EQ EQUAL xv545.29 544.41 41.15 EX EXISTING " 545.02 ELEVATION H" 51.47 FFE FINISH FLOOR 545.18 544.71. ). HP HIGH POINT I IE INVERT ELEVATION I LP LOW POINT 1 x'.545.19 544.70 54,5' MATCH MATCH EXISTING GRADE 545.094419 SZ o MAX MAXIMUM O44. ELEVATION MIMINIMUM SJL 5 9 � RIMRIM 44.65 / SIM SIMILAR Q Q � 44.73 _ TC TOP OF CURB Z 00 c y / FOOTING Q = � .� TYP TYPICALALL (FINISHED) -Z Z 545.00 TF TOTW OP P OF �\ 544.3 O C9 \. _.., o -\ .. Q J dL___, 1. F °O ' GRADING NOTES BASED ON A SURVEY BY HARPER HOUF d S 1� $ PETERSON RIGHELLIS INC. DATED 11/28/2015. NOTIFY U 0 U OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES O "' ( © Q O �' y ‘ � INFORMATION PRIOR TO INSTALLATION. SURVEY - LU TO Z IDENTIFIE ON ..�, O " • 'v, 55� O 2. PROTECT DEXISTINGEVEGETATION LTOIO REMAIN; SEE - LL a SPECIFICATION SECTION 01 56 39 FOR FENCING 0 AND OTHER REQUIREMENTS. CD 5;.0. O � o 3. SET STRAIGHT GRADES BETWEEN GIVEN ELEVATIONS rn d UNLESS OTHERWISE INDICATED. 4. GRADE BREAK LINES ARE SHOWN GRAPHICALLY TO o O ILLUSTRATE NG LPI AND ARE NOT INTENDED IE 533.67 UNLESS THEY FALL a ._.. 5. .-. FOR UNDERGROUND UTILITIES AND BOUNDARY, NP EXPANSION JOINT LOCATIONS. SURVEY 6. DRAINAGEUREFEATURES. D FROM ALL BUILDINGS AT ENSUREPOSITIVE DRAINAGE AWAY \ _ 7. 1% MIN. 100%CONSTRUCTION DOCUMENTS SPOTELEVATIONS TAKE PRECEDENCE OVER LANDSCAPE o CONTOURS. GRADING PLAN - - 8. PROVIDE 2% CROSS SLOPE ON ALL PAVED WALKS, TYP. "'"•`-e- "' , , 9. DO NOT DISTURB AREAS NOT TO BE GRADED. 10. ADJUSTMENTS OF SOFT SWALE AREAS ±2" MAY BE NECESSARY TO IMPROVE DRAINAGE. THESE ADJUSTMENTS SHALL BE DONE AT NO COST TO THE OWNER. REVISIONS N 11. BOTTOM OF WALL (BW) ELEVATIONS EQUAL FINISH SURFACE OF PAVING OR FINISH GRADE, NOT TOP OF 1 GRADING PLAN P1an Ilhi) FOOTING 12. CONTRACTOR TO ELEVATION. EXISTING GRADES AT ALL SCALE: 1"=10'-0" 1'.10'-0' 0 5 10 ZO„ LOCATIONS WHERE NEW PAVING IS MATCHING EXISTING PAVING AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. SCALE AS NOTED 13. CONCRETE PAVING ELEVATIONS AT BACK OF CURB TO DRAWN BY BEO MATCH TOP OF CURB ELEVATIONS, UNLESS OTHERWISE DATE 07.01.2016 NOTED, SEE CIVIL DRAWINGS FOR CURB ELEVATIONS. 14. ALL ADA WALKWAYS TO MEET LOCAL, STATE AND FEDERAL PROJECT NO. 534 ADA REQUIREMENTS. PRIOR TO FORMING HARD SURFACE SHEET MATERIALS, CONTRACTOR TO VERIFY THAT ALL HARDSCAPE GRADES MEET ADA REQUIREMENTS. L5� 15. ALL PATHWAYS TO BE SLOPED AT 5% OR LESS UNLESS OTHERWISE NOTED. • I ---- SURVEY LEGEND 387 EXISTING CONTOUR BOUNDARY,TYP_.,_... --- 1 , , 387 / PROPOSED CONTOUR Wir r 485.00 SPOT ELEVATION I I (485.00)EXISTING SPOT ELEVATION II I` 3.85% PERCENTAGE OF SLOPE 1 al [C/BC 30.50 TC/BCI 530.50i DIRECTION OF SLOPE $ (TC 530.55) " ,II TC/BCJ 530.54 (TC 530.50) -----_. SURVEY BOUNDARY V (BC 530.09 ��. 1 (BC 530.12) ---- PROPERTY UNE o (530.59) (530.35) • EXISTING TREES TO BE PROTECTED TW 533.00 c m �1�SLOPE AT A MAXIMUM OF 2:1 TO y BW 530.69 TW 533.00 TW 531.00,; MEET EXISTING GRADE. COORDINATE ` t = 8W 53(:1•60.\,‘ -.- �_ „R, IW,31530.60,, 30 60 WITH PROJECT REPRESENTATIVE. �_ ®-� - _ DRAIN ° o - 531 TW 531.00 00_... _..-,.."''"'"._,_,.._- -' BW 530.60PIPES SLOPED TODRAIN2, .. ERFORATED ' PVC DRAIN VEGETATED FILTER STRIP b ,. CONCRETE CURB u ._ 555 y,5 �- 5 � � DRY STACK STONE WALL O fl BW 532.00 0 WATER FOUNTAIN STONES o BASALT STEPPING e HOSE BIB � 345 _.... _ F n • ��q • Art ABBREVIATIONS go Q 3/20/96 AD AREA DRAIN (RIM ELEVATION) E r C BC BOTTOM OF CURB " 't BF BOTTOM OF FOOTING BW BOTTOM OF WALL (FINISHED ) S� k CB CATCH BASIN (RIM ELEVATION) �' 6 533. _ CTV CONTRACTOR O VERIFY DE 533 ELELEVATION N EQ EQUAL 0 AtillitisH to." C? EX EXISTING 26 p - FFE FINISH FLOOR ELEVATION O O O _. 533.10 0� A HP HIGH POINT IE INVERT ELEVATION 533.20 : LP LOW POINT MATCH MATCH EXISTING GRADE O 0 0 MAX MAXIMUM SZ 37 MINMINIMUM RIM RIM ELEVATION SIM SIMILAR Q TC TOP OF CURB TF TOP OF FOOTING Z Z Ii. TW TOP OFWALL (FINISHED) — p FINISH TYP TYPICAL Q Q ED 0 O(9 O GRADING NOTES D Elo CO 1. THIS PLAN IS BASED ON A SURVEY BY HARPER HOUF 0 `° s�i PETERSON RIGHELLIS INC. DATED 11/28/2015. NOTIFY O U o _ OWNER'SREPRESENTATIVE PANCIES 0 DENTIF EDONS TEOF NE RELATEDTOSURY IVEY Z INFORMATION PRIORINSTALLATION. w 2. PROTECT EXISTNVEGETATION TO REMAIN; SEE O, SPECIFICATION SECTION 01 56 39 FOR FENCING D SA - ��b AND OTHER REQUIREMENTS. m 0, 3. SET STRAIGHT GRADES BETWEEN GIVEN ELEVATIONS UNLESS OTHERWISE INDICATED. S 4. GRADE BREAK LINES ARE SHOWN GRAPHICALLY TO 5�� 1 ILLUSTRATE DRAINAGE PATTERNS, AND ARE NOT INTENDED 5 TO BE ACTUAL JOINT LINES, UNLESS THEY FALL ON 0 EXPANSION JOINT LOCATIONS. 3 - 5. SEE CIVIL DRAWINGS FOR UNDERGROUND UTILITIES AND s DRAINAGE FEATURES. 6. POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AT 1%SM N. CONSTRUCTION DOCUMENTS oo c co 7. SPOTELEVATIONSTAKE PRECEDENCE OVER LANDSCAPE `. '.,.._, GRA100DING PLAN CONTOURS.8. O <'? Q 'MATCHLINE, SEE SHEET 1/L501 9. DO NOT DISTURB AREAS NOIDE 2% CROSS SLOPE T TO BEN ALL PGRADED.AVED ALKB P. /0 TY P. �- — — ev — ' / 10. ADJUSTMENTS OF SOFT SWALE AREAS t2" MAY BE '. NECESSARY TO IMPROVE DRAINAGE. THESE ADJUSTMENTS SHALL BE DONE AT NO COST TO THE OWNER. __ - ... REVISIONS 11. BOTTOM OF WALL (BW) ELEVATIONS EQUAL FINISH N SURFACE OF PAVING OR FINISH GRADE, NOT TOP OF 1 GRADING PLAN Ai, FOOTING ELEVATION. SCALE: 1"=10' 0" — 12. CONTRACTOR TO VERIFY EXISTING GRADES AT ALL o 5 10 4p„ LOCATIONS WHERE NEW PAVING IS MATCHING EXISTING PAVING AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. SCALE AS NOTED 13. CONCRETE PAVING ELEVATIONS AT BACK OF CURB TO DRAWN BY EEO MATCH TOP OF CURB ELEVATIONS, UNLESS OTHERWISE DATE 07.01.2016 NOTED, SEE CIVIL DRAWINGS FOR CURB ELEVATIONS. PROJECT No. 1534 14. ALL ADA WALKWAYS TO MEET LOCAL, STATE AND FEDERAL ADA REQUIREMENTS. PRIOR TO FORMING HARD SURFACE SHEET MATERIALS, CONTRACTOR TO VERIFY THAT ALL HARDSCAPE GRADES MEET ADA REQUIREMENTS. L502 15. ALL PATHWAYS TO BE SLOPED AT 5% OR LESS UNLESS 1 OTHERWISE NOTED. \ \-J Y- - - -o- - __ _:_++,÷_: - ++ -' MATCHLINE SEE SHEET�L602 • - - - . . + « , LEGEND _ DRAR (7) -_ SURVEY BOUNDARY + POMU (7) DRAR (17) ° ---- PROPERTY UNE/RIGHT-OF-WAY . * *•*••••••••••-....*..*::".*:•::::.1.".1:. + 2"-THICK MULCH LAYER, SEE SPECS DECE (7) + \DRAB (8) �ttr r O + + + + *«+*«,«, • - * «+*+*+*.'+ +. ARUV (27) 0 CONCRETE CURB : : �.. DRY STACK STONE WALL N . •�,-�TBASALT STEPPING STONES o ; TE ©\ ;• * `�. „�14V1/701.' \;.:. . .:. • QD BOULDERS c * •��se�e��•a Kx x7 \ "" WATER FOUNTAIN * * * * DRAB`{$) :�' u o ,,,,,,,--....„,„*.a, >K HOSE BIB POMU ( } ;V' x>K ��X �►�. \ ': : : : : _,—/- METAL HEADER ,_:-.71.w....40�� tib �l. Q MAAQ.{3) `==\/��T�=�• �®.��,. FRCH (180)\ ' • • • PERFORATED DRAIN PIPE SPSP (3J - -� : : : : f DECE (15) \ EXISTING TREES TO BE PROTECTED *- ' + /�\:r �� ' y 345 . . . . . . . . . . . . . . . 4 1 •:•:-:•:•:•:-:•:-:•:-:•:-:-:-:• V DRAIN PIPE C� TF��,� o 0to ARUV (85) - \;; `°., � .' O • • • • Y� 40 O SPSP (3) -��I�\� �� _ �.! 'V., "' t La go '4.4.2.1U. 11/11 �• QOl 1, ' �� 3/20/96 AGBL (8) .*. + + +. .itifFr l f":: 4101' ��, e ��.. � ��. SEE L603 FOR PLANT SCHEDULE AND PLANTING CAPE AFS' B'eAs N *,+ vQ1/� �•1�:0,, �,1� : : : : : : : : : NOTES '0 1D. �1�_�i�� . . . . LAWN MAAO (5) � � �I� ��' DRAB (9) 4 'D til �� 1/. MAAQ (11) DEC �� Or�ii:�%r� �� RISA (1) ��Oiw•� �t ! \/. ACMI (9) ACMI (11) k VIIIIIIIMii ..e i `�y iu1/i1/': : : : : : :. D AGBL (7) ey.le��< 1►�i JUPA (73) DRAR (6) -3e�°!04 .!i �. : . o PESE (6) VAOV (1) iiirsisi4117 < i.;!4 ? i LIDA VEGETATED FILTER STRIP an C t 'v - ARUV (63) ��>_ � �e o I��I��'.- . . . . . . . LUPO (10) 9� i ei IM . . . . . . . . . . PESE (6) Z RISA (3) ._.,. .:., e l 44*,:k,,e �,!................•.•.-. Z Q � �� VAOV._(2)- �ee 0e�1 ,1,1��e� rte \, A 4 I 0 rl �. ez, POMU (6) r O m I Nto wo ' JoO O O n I Q \ DFO it... SURVEY BOUNDARY, TYF �.w \ - ""'•\--_, F_ 100%CONSTRUCTION DOCUMENTS '� w"".'^,-.,..._..._. �..° O PLANTING PLAN ..._. ._ .: REVISIONS N 1 PLANTING PLAN �,` SCALE: 1"=10'-0" v.,0 5 10 20 SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 SHEET L601 SURVEY BOUNDARY, TYP Y LEGEND gg -- SURVEY BOUNDARY O5 I --- PROPERTY LINE/RIGHT-OF-WAY 3 +.+.+.::: 2"—THICK MULCH LAYER, SEE SPECS 2 a + CONCRETE CURB N h ® DRY STACK STONEWALL a STEPPING STONES - e DRAR (11) a POMU (3) M ,rr RISA (1) BASALTS E 0 wa ---twil 72, �=�.,.,�. .� �� WATEREFOUNTAIN rn c iii �...-._,o-.... � .. �.....,,�.�.__..._, m__ mw �s� r�� r x ----- HOSE BIB C� DRAB (4) t �i. .14.4% MAAO (5) \ POMU (3): II ; i i i METAL HEADER �� PERFORATED DRAIN PIPE ( IDS MAAO PVC DRAIN PIPE \ = \- 1/4 N EXISTING TREES TO DRAB (3) �li 0 BE PROTECTED y POMU (3) + + + . a + + 3/20/960 <5 i' --. o ` - ; SEE L603 FOR PLANT SCHEDULE AND PLANTING sQ1PE + ,-,-,+,+„ + NOTES + + + + a + + + �. +•,•++ + + + . o . 0 o • 0 IL ° 0 + + CL s 0 , . . ++ + l'++++ a- + + + + . a_ a _ . + + O + + + + + O' O 0 . N O ',', ',`, - 100%CONSTRUCTION DOCUMENTS PLANTING PLAN o + a O MATCHLI NE, SEES SHEET 1/L601 ♦ + \ + + +♦+ - - - - REVISIONS N 1 PLANTING PLAN SCALE: 1"=10'-0" mi 0 5 10 20 A SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 SHEET L602 PLANT SCHEDULE SYMBOL ABBR BOTANICAL NAME COMMON NAME SIZE/CONDITION QTY SPACING TREES #2/CONT 111, PM Pseudotsuga menziesii Douglas Fir MIN 2' HIGH (FROM 3 AS SHOWN TOP OF ROOT BALL) SHRUBS 0 MAAQ Mahonia aquifolium 'Compacta' Oregon Grape #3/CONT 34 36" O.C. o 6. RISA Ribes sanguineum Flowering Currant #3/CONT 5 5' O.C. L'11111 - ® SPSP Spiraea splendens Dense–flowered spiraea #3/CONT 9 30" O.C. N . 0 VAOV Vaccinium ovatum Evergreen Huckleberry #3/CONT 3 5' O.C. 2 0 GRASSES, FERNS, GROUNDCOVERS AND PERENNIALS o ® ACMI Achillea millefolium Common Yarrow #1/CONT 20 18" O.C. 2. ~ D AGBL Agastache 'Blue Fortune' Hybrid Hyssop #1/CONT 15 18" O.C. 04 ;l ARUV Arctostaphylos uva–ursi Kinnickkinnick #1/CONT 149 12" O.C. ® DECE Deschampsia cespitosa Tufted Hairgrass #1/CONT 37 24" O.C. Q DRAR Dryopteris arguta Coastal Wood Fern #1/CONT 73 24" O.C. -------1 FRCH Fragaria chiloensis Coastal strawberry #1/CONT 181 12" O.C. IS 345 C) POMU Polystichum munitum Western Sword Fern #1/CONT 32 36" O.C. " SEED MIXES x t"La°({go F OREGON �•'• ••I LAWN Festuca roemeri Roemer's Fescue RATE 8 LBS/1000SF 6931 SF `�. 3/20/96 PLANT SCHEDULE - VEGETATED FILTER STRIP SSE SYMBOL ABBR BOTANICAL NAME COMMON NAME SIZE/CONDITION SPACING GRASSES AND PERENNIALS rc.\ \*\M JUPA Juncus patens Spreading Rush #1/CONT 52 12" O.C. * LUPO Lupinus polyphyllus Big Leaf Lupin #1/CONT 16 18" O.C. ® PESE Penstemon serrulatus Cascade Penstemon #1/CONT 12 18" O.C. PLANTING NOTES ABBREVIATIONS SZ 1. THIS PLAN IS BASED ON A SURVEY BY HARPER HOUF B&B BALLED & BURLAPPED Ce PETERSON RIGHELLIS INC. DATED 11/28/2015. NOTIFY CAL CALIPER Q s4 OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES CONT 18" 0.C. CL IDENTIFIED ON SITE RELATED TO SURVEY INFORMATION DIA DIAMETER PRIOR TO INSTALLATION. DBH DIAMETER AT BREAST HEIGHT z 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE SPECIFICATION EQ HEHT H IGH SECTION 01 56 39 FOR FENCING AND OTHER REQUIREMENTS. UALT I- 0 Q MIN MINIMUM I— �CD 3. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, WELL MAX MAXIMUM ROOTED, AND WELL BRANCHED. ALL TREES MUST BE FREE OF NO NUMBER M ?p INSECTS, DISEASES, MECHANICAL INJURY, AND OTHER O.C. ON CENTER OBJECTIONABLE FEATURES WHEN PLANTED. ALL PLANT MATERIAL SIM SIMILAR O O 1- SHALL CONFORM TO "AMERICAN STOCK STANDARDS" LATEST SL SEEDED LAWN C EDITION. SPECS SPECIFICATIONS , p 4. ALL PLANT MATERIAL TO BE APPROVED BY OWNER'S TMP CONTAINERTYPICAL SIZE J w REPRESENTATIVE PRIOR TO INSTALLATION. SEE SPECIFICATIONS. # J LL 5. PLANT SPACING SHALL TAKE PRECEDENCE OVER VALVE BOX D LOCATIONS. INSTALLED VALVE BOXES THAT CONFLICT WITH m ACCEPTED PLANT LAYOUT SHALL BE MOVED TO POSITION BETWEEN PLANTS. 6. PLANT COUNTS FOR TREES AND SHRUBS ARE SUPPLIED FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR RESPONSIBLE FOR INSTALLING ALL PLANTS IN LOCATIONS AND QUANTITIES SHOWN. FOR GROUNDCOVER PLANTING, SEE DETAIL 4/L709 7. CLEAR PLANT BEDS OF ALL GRAVEL AND DEBRIS PRIOR TO SOIL PREPARATION AND PLANTING, FOR APPROVAL BY LANDSCAPE ARCHITECT. 100%CONSTRUCTION DOCUMENTS 8. REPAIR AND RESEED ALL LAWN AREAS DISTURBED BY PLANTING LEGEND AND NOTES CONSTRUCTION ACTIVITY, INCLUDING SOIL PREPARATION. SEE 32 91 19 AND 32 92 19. _ 9. NO EXCAVATION, TRENCHING, GRADING, ROOT PRUNING OR OTHER ACTIVITY SHALL OCCUR WITHIN THE TREE PROTECTION ZONE UNLESS DIRECTED BY THE PROJECT ARBORIST PRESENT REVISIONS ON SITE. 10. CONTRACTOR TO TAKE EXTREME CARE WHEN PLANTING WITHIN THE TREE PROTECTION ZONE. PLANTING WITHIN THE TREE PROTECTION ZONE WILL BE PERFORMED USING ONLY NON–MOTORIZED HANDHELD TOOLS AND SHALL BE THE MINIMUM NECESSARY TO ACCOMPLISH THE PURPOSE FOR THE PLANTING AND TO ENSURE LONG–TERM SURVIVAL OF THE SCALE AS NOTED TREE. DRAWN BY BED 11. VEGETATED FILTER STRIP GROWING MEDIA PER DETAIL 6/L710. DATE 07.01.2016 SEE SPECS FOR ALL OTHER PLANTING AREAS. PROJECT NO. 1534 SHEET L603 NOTE: 1. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, ADJACENT FINISHED GRAD C.I.P. CONC. CURB, LIGHT THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. BROOM FINISH, SEE SPECS TOOLED EDGES, Ya" RADIUS, TYP. 6" ENGINEERED WOOD FIBER SEALANT WITH TOOLED SURFACE PEDESTRIAN CONCRETE PAVING, II SURFACING, FLUSH WITH TOP LIGHT BROOM FINISH, SEE SPECS •• BOND BREAKER TAPE ;ovals♦4. , OF CURB. SEE SPECS TOOLED CONTROL JOINT, *%• -•,"`‘,%T,11.-"*,�♦ � F EXPANSION JOINT FILL y" TOOLED EDGE,Ya" RADIUS TYP. �� GEOTEXTILE FABRIC, CONT., SEE NOTE 1-1 MATERIAL, SEE SPECS t• Ya" RADIUS, TYP. �� ADJACENT SURFACE VARIES, SEE ) 116 a, �..♦♦� LAPPED 6" ONTO CURB _ a LI.1 e ► ��0 ♦ �i DRAIN ROCK, 12" WIDE MIN., o a a a , <*--' MATERIALS MATERIALS PLAN '�-� ��♦ �t � �r�� a G a a a /\//\//\// — a � cj� y�pj.�♦ DEPTH VARIES WITH DEPTH OF a a -G - _ \/\\/\ \/ NOTES: 1 ♦ e O PIPE, WRAPPED WITH GEOTEXTILE a a o a A //\//\//\ 1. SEALANT DEPTH: MEET SEALANT •i — ad f FABRIC, SEE SPECS 8 \,\ \\/\\/\\/ MANUFACTURER'S REQUIREMENTS — 3, _\ • • • u Ju U �� )U0 v _ U0 v UvUUv (� \ 4"0 PERF. PIPE, WRAPPED WITH Oo IAtO�O OOOOO O I a \/\/\/\/ FOR JOINT DEPTH. — I( ,, •• GEOTEXTILE FABRIC, SLOPED TO m 2 JO • Oo00 O OOO°,OO� O�O� 'OD \/2�\/\/O 2. INSTALL EXPANSION JOINT RU — '• DRAIN .. - �OOO� OOOO° CDO Oo o000O O Ov / MATERIAL TO BOTTOM OF f - �O 0 �� •0� 41 O 0 �1 .O 0 OOO O� U �� GAA 4- -o6 1 I o� Oo0 00 OO �OI 0000 000 0�o 0 Ov G� Q a• , ob o0 0 c O OD OO 00 OOO �O� CU OO O 3. NO SHINERS ON TOOLED EDGES. = a a , o�- (2) #4 BAR. CONT. 1 -) Oo OO ocOnO c� 00000 0 o Oo OO° c o O\i\ 1 , 7-7 w o f C6OO' OHO °0 O 0 00 OOo Oho%C2 ( Ooh bon° G0�oOO(/\i !o o°��OoO �0� -� (. ,�0�O�O� OOnnnl r��nOn /, n _ -- „o —\_ LOO-o O0o0/ /\ COMPACTED AGGREGATE BASE ' 1 ( QoOOO°oLiOOw-°o, BASE ACTED AGGREGATE O O O / / COURSE, SEE SPECS I,p�0�1 O O � I I 1—III—III III III III=III—!I I III—III—III—III—III-I'- I I=I ► o o00O-) ,00 2 V !_ nn!MOOS! 0(7n�O� —III- OoI=r1100 PPO F COMPACTED SUBGRADE I�6"I —1 -1 COMPACTED SUBGRADE n O O_.I • - I— — III .0 .I' THICKENED EDGE 9" 1 0 III IIT iii iii III—III—III—III' 'III—I / EXPANSION JOINT / / TOOLED CONTROL JOINT / / .isp345 1 CONCRETE PAVING Section 2 CONCRETE CURB AT PLAY AREA Section � " I 1/4•.1'-0" 1-1/2'-1'-0 G� 3/20/96 sCO E FINISH GRADE OF CONCRETE PAVING LEVEL 2 POROUS ASPHALT EXISTING PAVEMENT Allik EXPANSION JOINT. SIM CONCRETE, SEE SPECSVia, / SAWCUT " RADIUS, TYP. TAPER EDGE OF ASPHALT PAVING AND BASE MATERIAL AT 45' , LEVEL 2 Y2-INCH DENSE HMAC / 6• C.I.P. CONCRETE CURB, LIGHT \ FINISH GRADE, FLUSH TO Ya" Yz" SECTION) BROOM FINISH, SEE SPECS / O—BELOW FINISH GRADE OF PAVING N \`'\\j\\/\\j\'% i:;:kii;c7 �- 2" LEVELING COURSE � a v '/ ��v �� p(�OT:c7:°1:6)61:°*:-. O� p01 /4o a OoQ ... Y'a"-MINUS CHOKER COURSE, , �O �� ..o 7" AGGREGATE BASE COURSE SZ ASPHALT PAVING AT WOODSHIRE QQ O�0O\O.Solk. \\/\\/\\ CLEAN, CRUSHED Oo OO� O'_ . LANE ♦ �t, \// //\/ O00°OOOO°0�� 1-1/2"-0) YI�O� a '///� �� Ca O• (\(il\OO Ya"-2" AGGREGATE BASE COURSE: O �� oO��j Q< �� 1 OO�OOD �Ou�O,//// CLEAN, CRUSHED, SEE SPECS00 DoOp OOH' Q►�O� , O� o-n o O j NON-WOVEN GEOTEXTILE FABRIC, 0000Q ��Q�� G- ZOGO D O -n �A► �OSEE SPECS — Zk�01 I ti' �rO00i`_�O _O O ! I — COMPACTED SUBGRADE OO �%% 7 a COMPACTED AGGREGATE III ^_— —I — UNCOMPACTED SUBGRADE -III— O -! —III—i — 0 00. II!Q. BASE COURSE _ I-I I-I O I H 1 I-I I I-I I I-III I-III 111= 11— I -I I Z P — NOTE: M El O 1. PAVING THICKNESS TO BE 31" THICK UNLESS ADJACENT 0 m EXISTING PAVING IS THICKER. MATCH EXISTING IF THICKER. O U 2. VEHICULAR ASPHALT PAVING TO MEET CITY OF TIGARD E DESIGN STANDARDS. z 3 CONCRETE CURB AT WOODSHIRE LANE Section 4 PERMEABLE ASPHALT PAVING Section 5 VEHICULAR ASPHALT PAVING Section —' -12 1-1/2"-1'-0" 3'-1'-0• 3■-V-0' M CIO 2 ENGINEERED WOOD o BASALT STEPPING STONE, SEE SPECS L701 FIBER SURFACING ¢ —ADJ.PATH SURFACE FINISH GRADE OF 12"DEPTH COMPACTED SAND SETTING BED, SEE r mCONCRETE CURB WOOD FIBER SURFACING;INSTALL LEVEL, SPECS u3 2"MIN.BELOW TOP OF CURB COMPACTED AGGREGATE THICKENED EDGE, TYP. ._ I 7 EXP.JOINT 6" BASE, SEE SPECS Z Z I +—THICKENED 2 i —CONCRETE 1"TOOLED—,\ EDGE COMPACTED SUBGRADE 100%CONSTRUCTION DOCUMENTS . .... \ .:-.: ..... COVER %, SITE DETAILS `,- N RAMP RADIUS EDGE, 6"MIN. ,I��'// CONCRETE RAMP 1 ' I SLOPE TYP � ��% " IFIlr READ _ __- � � ga t II/ � �� " TTT -Ttf TZ T>< �� -O—N © t.CONCRETE CURB Y T Y < T rz s �O �0�� O O Q ,` OO O p��ON✓rid O Oo�pO p00000 O C® Q 00° REVISIONS ., ... a � � O °Q O�� IOC 0 EXPANSION JOINT "4"MIN. 2"MIN ��00��0�1 00��°0�� X01 ® NATIVE OR J 3t4-0"COMPACTED VARIES �� . �0��oR��e OO��( 0 PERMEABLE COMPACTED SUBGRADE CRUSHED ROCK BASE - — O — ®' ASPHALT PAVING MIN.2"DEPTH DRAIN ROCK WITH NON-WOVEN GEOTEXTILE III 1—I 1_( — ' —I I� I SUBGRADE =I,O — 1_1'1_11— _ SCALE AS NOTED A' UNIFORM DEPTH OF WOOD FIBER SURFACING,TYP. SLOPED TO DRAIN — (- FABRIC TOP AND BOTTOM;INSTALL LEVEL TO RECEIVE —III III III III DRAWN BY BEO 5'-0• DATE 07.01.2016 PROJECT NO. 1534 SHEET 6 TYPICAL PLAY AREA RAMP Plan 7 TYPICAL PLAY AREA RAMP - SECTION Section 8 BASALT STEPPING STONES Section L 70 1 NTS NTS 3"-1'-0" NOTE: A. -1L! FJ! OFUMNS TO BE 24"-30" DIAMETER la -1OF TO BE 18"-24" DIAMETER CONCRETE PAVING -1OF TO BE 12"-18" DIAMETER Ya 10 CRUSHED ROCK PAVING, SEE SPECS B. FAE LLELFACESMNS. BASALT COLUMN, SPECS - " 7:47117;71::;:: e •6iNwp07,,rays,„_,Y "r i Y r V/v^,t) et•ieRUt•� ds •ti•eCIf"aro{r.,ez i � 1 +546 0 e n9 N•�•• r n� 6ne•i1f'�e�in�i�i'i1 , r.• +..e7-�,�/ i0�'i •n+7f•,,•ri�.4 ✓� 546.0$ o .+546.1 • g•.. +546.42 '4'r. r�� ..s Niti •mss. ii •4441011e e..• . % ..-" ° ktz" fi ✓ +546.08 "� 1 ' i ' 0 < o --6-0,- 6 , ,y '�, �,y �' r �.. +1+544.58+545.:::1;;:c44.83 ► +545 42;~��e� - ,h`+546.5 �?+546 17 546.0: r_ a 1 +546 2 '+545.1 r; r .u. +546 546.17 ` r'-K-!`•nx'•�wryie� tiHa••fix r •d ya�fa 'i>° IWO r �� I .! 1, s A 4 �; .......,�'�«. Y„ 41/, +tom.. '7i✓s i :e r • •e a•e u•TXe 'e-0 • "•mow '• �. ,7 ,e^ 4 'I •.eY.' x. t.. c c ,�• •a� •N�r ! +546 33 a ., 183 r --: _-..« . +5450 % NOTES: 1. ALL WOOD TO BE STRIPED AND SANDED SMOOTH. REMOVE ALL SPLINTERS. TREAT'WITH NON—TOXIC INTERNAL WOOD STABILIZER. 2. LOGS TO BE USED FROM THE FRIENDS OF BULL MOUNTAIN PARK Y4 10 CRUSHED ROCK, SEE SPECS. - INVENTORY. REFER TO TABLE ON THIS SHEET. L707 FILL VOIDS TO WITHIN 2" OF TOP OF VERTICAL LOG CLIMBER ELEVATIONS (ABOVE TOP OF MULCH): LOWEST ADJACENT LOG. A — +20" V — +30" L701 CONCRETE CURB A' — +24" W — +12" A" — +30" X — +12" 8 — +72" Y — +12" O C — +18" Z — +24" 8 D — +24" BB — +10" L_— +42" CC — +12" M — +30" DD — +8" w` 0-- +30" EE — +12" 6 VERTICAL LOG P — +54' FF — +9" —LOG ARRAY CLIMBER, SEE r g Q— +36" I SHEETS 705-707 L7D7 CLIMBER 131 € U — +18" � 1 2, L708 GUARDRAIL Aill = 5 VERTICAL CLIMBING _ __— — / L707 FEATURE G q r_ AP 4�-- - I..... I® © —z - —t\\ FALL ZONE, TYP / ------ ........ ,t„— � t �' `W -__J\-_- 345 'v TYP. /NEW C D / , \� OREGON a EIIIIIIIPAIIIIIIIIIIIIIIIIIIIpaI , 3/20/96 bi �� .. _ S��E Age - H 030 __- 1 1 © SZ 1 v Q 6 CL Q ADA CONCRETE CURB RAMP L701 Z z / ''Z Q O z 1 PLAY AREA - MATERIALS ENLARGEMENT III Plan o m r 1/2•.1'0• 0 U Bull Mountain Park o log Inventory Z 7Lange Hansen Landscape.Architects J LU- `.- � 1 [5,26.2016 J LL -ll m= CAD Key 'Log Number'Suedes!Original Length Diameter Cut Length[Comment A Log ,c3000 Fr 125'6" 29' 3'-6 1 re tical Log amber Logi po.0 4 2 ... "9 d-0'' ........ 1 Vertical log Climber. I i A" !Lag 7 Doug Fir 125'6" .9" 4-6" Y a f� Log Climber B Lag 2 'Doug Pk250' 4, 10,7' 1 Vertica t'0 Climber -S 2 1 1 1 i C log 3 Doug Fir 1721'4" X30" 3',5 T Verticai L7Chi-doer h 1 I .I G ilog 4 Doug f6 212 136' 5 0" i Yerticai Log CBmher41:1-1 .. "1 -21-1.1E. !Lag5 :Doan.a 115:6`.. 11" ASIS. I Log Array Cibrber j( 7 I ® F ._....__.,!Log 5.._.._...... 'Doug F4 1.3'3 _.._ 4 W A IS Log 4nls C..mb. it io, ,a1 I.� ; ° C1 ,Lcg7 Dong P§ iY2 tY' >S" d1=o, I Leg..MnvcIml er r ;33 117!' ' H !Log 8 'Doug II 6 3 3'8" ( Lag Array C h 1...,..,.. ..........._ L Y3 9 __._.._. 'Doug Fr 11 2 10'1 ( Log May•C tuber 11 �I !Log 1? Doug fir'1010s10,0" T € a",.SED 100%CONSTRUCTION DOCUMENTS `,. ^LLL Y Loy l i !Doug Fir 103" NOT USED SITE L$ ^'' 1ii, L ILog 12 Doug Fr 5'5" :l` AS IS l Vertical Log amber © M.__ __.. Log 13 Doug FL'14'7" As Is Verticai Log CSndiee N Lcg 1 d 'Doug F !4'5" 18 NOT SED <) 4^g 15 Doug F !4'3" 0'' AS 5 Y I i Log Climber �'f ® C' Lo916 'Cedar 1 1? 7 P-0 Vertical Log Climber R / � 4 L�i� Ceaa 77 35 6{+' 1 Log Support s R L g18 Cedard 49 Fo.Art; _ REVISIONS MIL O S a Log 19 Ceaar 5' 44" Fo Art.i T Lcg 20 Cedar 5' 137' Far Fact 0 ;Lcg 21 :Cedar 37' 3'.6" VerFicaliog Cfnlber V Hog 2.2 Ce o. 14.6 'q AS IS i Vertical Lig Clirriertir W :Log 23 I Cedar 13'3" la' AS IS Vertical Lag Climber X !Log 24 I Cedar 3'3" .0' PS ISVertichn Log Clrnber 2 PLAY AREA - ELEVATION (FOR REFERENCE ONLY) Log 5 !Cedar333 l u .ls 1 Ve iaal Log CIS• r SCALE AS NOTED Elevation Z Log 20 Cedar 137 I25' fS 1s 1 Vertical Log amber DRAWN BY BEO A.A. 'l 2 ;Odor 3' '37" NOT USED 1/2•.1'-0• !Log DATE 07.01.2016 E3 ;tag 28 cedar 3' ZS' AS!S I L'erticc Log Climber PROJECT NO. 1534 CC ;lag 29 :Cedar 13 `S" ,4S 3S 1 Verticce Log amber GD !Log 30 ICedat I' IS ASIS 1 Vertical Log amber SHEET EE !tog 31 'Cedar ,3' 1.,S 3 AIS Ve'ica Log limber G l g 3 Caeca 3 ... 11,3' .... .0 IS i i rt7ca L ('timber O GC Lcg..3 Cela ' .... FoFEW HH .. .........!Log 34 ..... Cada :3' Fat RASP II...._ ,Log 35 Cedar 3' 12' .....i Far FBM NOTE: THE 6'-0" FALL ZONE BETWEEN CONCRETE CURB AND PLAY AREA IS TO BE FREE AND CLEAR OF PLAY FEATURES. 0' 4' 8' 12' 16' 20' 24' 28' 32' 36' 40' 44' 48' 52' 56' i g 1 1 a' i'-1 3 • s}• a• 11 • S to j r ci , #GTSN I 1 1 1 1 1 1 1 I 1 `v • r r iecoNrgo F oa '� _, ` 3/20/96 CEN-IIENLAYO F-VERTICAL — I _____ — Lop CLIMBER MERE. L---- i- 6' 0" FALL ZONE, TYP 8' j i . � _ + 9 - j 8' � . � ,� 0 l© I - 1 ,11 ,;(01, I r— CZ 12' \ �,' -- I' `� _ �-' 12' z r I iT I Z a 1 1 1 --_�_ 1 1 1 1 Z Z I I I I I I I I I I I 1 1 I I I I I I I I I I I I O m~ 1 "U i6' + - - - I 16' L 1 1 1 I 1 1 1 Z J LU J E M 1 CO 1 1 1 , 1 1 1 1 1 1 I I , I 1 1 1 1 1 1 20' 1 — r 1 20' 1 IIS 100%CONSTRUCTION DOCUMENTS I I I I I I I I 1 I I I SITE DETAILS '`± " " 1 1 1 1 1 1 1 1 ,i. 1 7•1i.,• 1 1 1 1 I 1 I I I 1 1 I 1 1 I _ 0' 48' 12' 16' 20' 24' 28' 32' 36' 40' 44' 48' 52' 56' REVISIONS SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 I„Z PROJECT NO. 1534 SHEET 1 PLAY AREA - LAYOUT ENLARGEMENT 1/2•-tPl -an L704 NOTE: LOG H FROM INVENTORY ALL WOOD TO BE STRIPED AND SANDED !; SMOOTH. REMOVE ALL SPLINTERS. TREAT WITH r�.lL0 � wrr - NON-TOXIC INTERNAL WOOD STABILIZER. .�r , 2" CHAMFER, ALL SIDES, TYP ry 4, i0; AmmilkI ©, `� .`� "/� 3"0 GALVANIZED TUBULAR STEEL 4%74 i ��l,� _ I�—� POST. CORE DRILL LOG AND ' ' LOG SUPP 11P®' �`_e `�' I �' EPDXY FILL. ffi -� ` vur LOG Q FROM INVENTORY J 3 F �,� 3"0 GALVANIZED TUBULAR STEEL ,� L706 • 9 POST. CORE DRILL BOULDER i ©. 111111.4111 m AND FILL WITH NON-SHRINK m `„ ' �` ' r = 14W44,147'p GROUT, TIP a ® ��``' "� !` FINISHED GRADE c ak 7_ ��-14t, �,t ©ENGINEERED WOOD arr mm t i Q`,_— ! ®' FIBER SURFACING L7205 H m = — A ��—I L�� 4`,O fir LANDSCAPE BOULDER kra ox =1 1 ft 00o I=I 32°C°Oko�00 00 dor o� z 'i�i�..1 a 40�O 0� _ o ��-I �'pa��e0 a COMPACTED AGGREGATE BASE logA �ieLoO•��.0__o_0 O I 1—I I LI-n°��Oo�0��0_OO�� C jr - !— I — I t-111 III I I- H' 4 c 4 0" • 'I-1 1—'0( I ! I= =III-III — I COMPACTED SUBGRADE • 1 LOG ARRAY CLIMBER - KEY MAP (FOR REFERENCE ONLY) Plan 2 LOG ARRAY CLIMBER - LOG H Section r kgo t-, 1/2•-1'-0• 3/4•-V-0• i. Ef 6 sbo E SAWCUT TOP OF LOG H FLAT. NOTE: Lo7 LOG TO LOG CONNECTION 7SAND SMOOTH AND REMOVE ALL ALL WOOD TO BE STRIPED AND SPLINTERS. TREAT WITH SANDED SMOOTH. REMOVE ALL 5 LOG NON-TOXIC, INTERNAL WOOD SPLINTERS. TREAT WITH NON-TOXIC L705 STABILIZER. INTERNAL WOOD STABILIZER. 4 LOG SUPPORT, BEYOND LOG G FROM INVENTORY L707 LANDSCAPE BOULDER �� O\� 1 2" CHAMFER, ALL SIDES y 1� Mir - LOG S , cl_ r,(_ - !H :ORTP Q ._,_ ___ ®�� _.. ©ENGINEERED WOOD FIBER 9F w , Tor SURFACING Z L'5 mcg ` 3"0 GALVANIZED TUBULAR STEEL Z O ` _ _ , _ _ _ P POST. CORE DRILL BOULDER ANC Q Z Q 9Z _ �� s�a z o< AQ \ �� 1 m- — 1 1-1 1 1-111-III FILL WITH NON-SHRINK GROUT, I—Z O(9 HA_ I I— —III- TYp Z ox =1 .) •11— = 11 -1 11I 1-1 11— I j i 1 LANDSCAPE BOULDER '" —114-0- -0�w1�o1 II— II I—I ' I 1-H 1 III=I70v5-c,set - III. �� :Oo��OI JOO� III III— — IIIIIII 1 !00�0. JO�o��I = COMPACTED AGGREGATE BASE 0 o U _, -I —� — — —III- . N 3 a, = — — 3 o— COMPACTED SUBGRADE 0 MIN MIN Z 3 LOG H - SECTIO 1s1 section 4 LOG ARRAY CLIMBER - LOG G Section J E 1-1/2•-1'-0• 3/4•-1'-0• D m O ©LOG E LOG SUPPORT, .Tr -7�j1 TYP® ak ....w.., > nu, LOG J __, l LOG F 1. 1- 1-NOTE: --.. 1 1 `�:►` .. ALL WOOD TO BE _ �—- LOG I FROM INVENTORY 100%CONSTRUCTION DOCUMENTS STRIPED AND = SANDED SMOOTH. .' f/ � SITE DETAILS REMOVE ALL - �� _ _ ©LOG TO LOG CONNECTION, - SPLINTERS. TREAT �f __/ 3"0 GALVANIZED TUBULAR STEEL �1 TYp WITH NON-TOXIC POST. CORE DRILL LOG AND �i INTERNAL WOOD ` _„� EPDXY FILL. Co —” 2" CHAMFER, ALL SIDES STABILIZER. - 0 LOG Q FROM ,1j. REVISIONS _ INVENTORY v �v �� FINISHED GRADE . `" ��►.�` yr, . ..55 -1.1... ® �A► ©ENGINEERED WOOD FIBER - _ _ VI SURFACING 711 1111 30 000 1 —I 1—m I 11 SCALE AS NOTED 1 —I O� -_ _ _ ►��1� 11E-1 11-A11 '.11-- .r �S�r LANDSCAPE BOULDER DRAWN BY BEO 1E11 1 - (200 o�q,0e00.60 �- off O N-1 1 1 111— 4-'0 S OHO•�o�1 1- DATE 07.01.2016 -_—I h0000 0bCDOO Dao)0 CY) Qo I— 1 11 E 1 11 %Oo00J'040 COQ — COMPACTED AGGREGATE BASE PROJECT NO. 1534 1- 11�I-I—I y- - r,,,-,OOO�o — 1 �1 I- r— -I i _ SHEET COMPACTED SUBGRADE 5 LOG ARRAY CLIMBER - LOG I 3--0" SectionUM L 705 3/4•-V-0• NOTE: ALL WOOD TO BE STRIPED AND ©LOG TO LOG SANDED SMOOTH. REMOVE ALL SPLINTERS. TREAT WITH NON-TOXIC ®' CONNECTION, TYP INTERNAL WOOD STABILIZER. LOG E FROM INVENTORY 0 .. - ` ' , o 1milinimmimiwaillsLOG SUPPORT,O c o3y a .4. 41111111111111111Milime.......- ICIYLOG l ° z L705 H _.„,. ...1'',.. - �� . 0� 3"0 GALVANIZED TUBULAR W. `rr STEEL POST. CORE DRILL �„ r LOG AND EPDXY FILL. IS�p� LANDSCAPE BOULDER ¢ ' `TO 395 m o ,� 3"0 GALVANIZED TUBULAR STEEL POST. .....-••••- -—� Mk LOG 0 FROM • 1 LOG ARRAY CLIMBER - KEY MAP (FOR REFERENCE ONLY) Plan o CORE DRILL BOULDER AND FILL WITH INVENTORY rt Lango E+ NON-SHRINK GROUT, TYP �y OREGON ��jjj 1/2. 1'-O } - m w _ _ _ �� 3/20/96 x x firms �r - FINISHED GRADE ., 0IS Si` . ©ENGINEERED WOOD �E A EL} Ac _ • �� - �� I SM FIBER SURFACING 9. 4 r 1 I 1 1 1 I— I —I I 0 �... 1 ‘5• 1= =1 — III— I_I o o 1OOoo� I__ co ,�� .o01-11 I-1 111 i-1 —1 I I -11 I-1 -±,)0, 09s--- --1;0,0%,1-1 1 - xW Oo• �C '.5 lr1 c3�� G °i — _ :�� ,_._ ��o Oo 1=1 III—III—III—I !I— 1—I 00000 0 ° 0000i0�G m _��.�- o 0 oo°O -1 —III—I I_ —I — oo O X000 0 ��_o.,,— _ fOI _Pno(-100�c(�DO0O°(10�� 11- 1 1 - 1 1= 1 1 O o�0O O��O� 0°43 44 , , _ BASE, TYP COMPACTED AGGREGATE 11-;11�-1 11 11 i- -M41LT-4 1 1- I I I 1 - 1-I 11-I 1 1 '11= NOTE: ©LOG TO LOG CONNECTION, ALL WOOD TO BE STRIPED AND = 'TYP SANDED SMOOTH. REMOVE ALL ��`� LOG J, FROM INVENTORY SPLINTERS. TREAT WITH NON-TOXIC INTERNAL WOOD STABILIZER. � O � �` LOG LOG SUPPORT, �� \ l' - " �� r TYP e �� .„ LOG F �0 �� g 11111k "14114 1411111lir G J ti . . -I a ` F I; • . -0'. FINISHED GRADE 11 11 ,, L7061 9 �, ©ENGINEERED WOOD FIBER d ©` , w �' SURFACING - �. yrs Adlibw . . . ` " - - �� - ��-, 3"O GALVANIZED TUBULAR STEEL A. � ` ��Q %•,`•. ®-,k �� POST. CORE DRILL BOULDER AND -° V. Eel - — C j A� FILL WITH NON-SHRINK GROUT, 2 _.z A t I I— I— I — I— I I — 1 = — 1 — 1 I L705 H o� �� .� III— II—i = III- III i- TYP mN 4�w I— — — — — — LANDSCAPE BOULDER Q =z �,��,:V ��o 00,-,i,-,,— I— 1I COMPACTED AGGREGATE BASE, TYP �� _ O 0�C- OOH°� O� =III—I — —III III III—III-111-1I I — I I L—I COMPACTED SUBGRADE m. I I'��°��0 0 0`�� I—III-11 I—III I I— I —I 11—I 1—'11—I I IPI =I 1—III—T- �T� IIIIII11=1 11=1 —I 11=111=T I I I=1 III I III—III—III—III—III 11 111—I I I—III—III-1 •+�A 4‘-0"MIN. 34 5 • 1 LOG ARRAY CLIMBER - KEY MAP (FOR REFERENCE ONLY) Plan 2 LOG ARRAY CLIMBER - LOG J Section • Rtrrt4LoEgo • 1/2.1'-0• OREGON 3/4•.1'-0• - 3/20/96 s COE 0' SAND FLUSH 0 2"TYP O• (4) TYPE 316 GALVANIZED HEX PLAY AREA NOTES )1 1 ' HEAD CAP SCREW. 5/8"-11 THREAD, 6" LONG, FULLY 1. THE FOLLOWING NOTES ARE FOR REFERENCE. IF THE CONTRACTOR FINDS DISCREPANCIES i®\ THREADED BETWEEN THESE NOTES AND THE DRAWINGS, COORDINATE WITH OWNER'S REPRESENTATIVE LOG FROM INVENTORY 3 1 TW lirIMMEDIATELY. MEM 0.... 3"0 GALVANIZED TUBULAR STEEL a POST. MACHINE WELD • / Z 0 CONTINUOUS TO STEEL PLATE. 2. A USE ZONE COVERED WITH IMPACT ATTENUATING MATERIAL IS REQUIRED UNDER AND AROUND 2" 0 WOOD DOWEL. CORE DRILL CONTINUOUS GALVANIZED STEEL THE PLAY EQUIPMENT EXTENDING A MINIMUM OF 72 INCHES FROM THE PERIMETER OF THE 2" 0 AND HAMMER DOWEL. x 1,-0. MOUNTING PLATE PLAY EQUIPMENT. THE SURFACE MATERIAL SPECIFIED IS ENGINEERED WOOD FIBER OR EQUAL PLAN SZ TO A MINIMUM COMPRESSED DEPTH OF 12 INCHES. THE CRITICAL HEIGHT FOR THE 3"0 GALVANIZED TUBULAR STEEL W u ENGINEERED WOOD FIBER IS TEN FEET (AS NOTED IN NOTE #10). CUT BOTTOM LOG TO RECEIVE POST. MACHINE WELD TO STEEL Q L4 CROSS LOG PLATE. Cl- a 3. THIS LOG CLIMBER IS CONSIDERED ONE FUNCTIONALLY PLAY LINKED STRUCTURE WITH THE J¢"-THICK GALVANIZED STEEL Z INTENT THAT A CHILD CAN MOVE FROM ONE ELEMENT TO ANOTHER IN A CONTINUOUS , , MOUNTING PLATE Z FASHION. / ■I immosim■, Q 0 0 WOOD SURFACE. CUT AS NEEDED 4. FOR A FEATURE TO BE CONSIDERED A PLATFORM, IT MUST BE GENERALLY FLAT. A SURFACE / ISI FLUSH WITH WOOD SURFACE. D El O WITH A SLOPE GREATER THAN 30% IS NOT CONSIDERED A PLATFORM. (4) TYPE 316 GALVANIZED HEX O m 5. THE VERTICAL WOOD LOGS MAY NOT HAVE A CHANGE OF ELEVATION FROM ONE CLIMBING n p �%� HEAD CAP SCREW. 5/8"-11 U SURFACE TO ANOTHER THAT IS GREATER THAN 18 INCHES. % % THREAD, 6" LONG, FULLY Q SECTION THREADED J Z 6. THE MAXIMUM HORIZONTAL DISTANCE BETWEEN CLIMBING SURFACES OF THE VERTICAL LOG 3 LOG TO LOG CONNECTION Section 4 LOG SUPPORT ENLARGEMENT Section —J Ei CLIMBERS IS 18 INCHES. 3•.1'-0" 1•-1'-0■ CO 7. THE MINIMUM DIAMETER OF THE TOP OF THE VERTICAL LOG CLIMBERS IS TEN INCHES. 2" CHAMFER, ALL SIDES 8. THERE SHALL BE NO COMPLETELY BOUND OPENINGS BETWEEN 3.5"-9", AS ANYTHING Ah WOOD LOG FROM INVENTORY BETWEEN THAT IS A HEAD ENTRAPMENT HAZARD. ®" GUARDRAIL 5 /`o�—. Y4 10 CRUSHED ROCK a -- I w D° _�� PAVING, SEE SPECS 'I 0 LOG Q FROM a ®' INVENTORY w 14 � C FINISHED GRADE ce C�i '-_iiii100%CONSTRUCTION DOCUMENTS -� �Co). �-� SITEDEfAILS ! _ Iq� f ©ENGINEERED WOOD LARGE SIMPLE JUGS (SCREW ON) � � � ®FIBER SURFACING —._�— BY ATOMIK CLIMBING HOLDS, � ►AA 16 OC MAX #9.......—... ....... ".1!•• 1� � �` �, �/ TYP. ASSORTED EARTH TONE �� ce► COMPACTED AGGREGATE b1 COLORS. ATTACH WITH GRK R4 __ ?n?no'a sh.i .� s BASE, TYP REVISIONS TORR SCREWS #9 X 3-1/8". -�-go0� ,0&� COMPACTED SUBGRADE, TYP D°�� 3 1 -NOTE: _ >_��OrO�) ,cyc)0, ! 1. ALL WOOD TO BE STRIPED OTH. - -3->-'w�� ala��°4I - REMOVEAND ALLSPLINTERS. —FINISHED GRADE 1 ��O��— �:�Pc� TREAT WITH NON-TOXICAS INTERNAL WOOD STABILIZER. ABE NOTED 116 AB ID ' -1�. O CYOO°OOO D jrn0�Q_1 0 Od DRAWN BY BEO - -v�000- ��OOoCo °i0U00000 12. TOP OF LOGS TO BE CUT DATE 07.01.2016 LEVEL AND SANDED PROJECT NO. 1534 III " MAX VP LAG SCREW. TYPE 316 STAINLESS :111 0 1 STEEL, 3/4" DIAMETER, 12" LONG(1) �a�" ® "\ 4X4 CLEAR CEDAR POST WITH \ \ '� ,_ �� Leos HANDRAIL ; j L708HANDRAIL �� '�' ,f, CLEAR NON-TOXIC SEALANT, SEE � \`��.��' SPECS�,', II , /,( Ak "HANDRAIL4X4 CLEAR CEDAR POST WITH4X4 CLEAR CEDAR POST WITH CLEAR // ®' CLEAR NON-TOXIC SEALANT, SEE NON TOXIC SEALANT, SEE SPECSNSPECS `�,; 0 LOG 0 VERTICAL LOG hAM ® CLIMBERY)"MIN- 4x4 WOOD BLOCKING. CONTRACTOR c eas Y2"MIN- 2"MAX TO CUT BLOCK TO ENSURE 8 40 0 2"MAX GUARDRAIL MEMBER STANDS t IR / VERTICALLY AT 90' TO TOP OF LOG LAG SCREW. TYPE 316 a, LAG SCREW. TYPE 316 c OA VERTICAL CLIMBING FEATURE GALVANIZED, 3/4" DIAMETER, 12" m �;/ LONG m: ONGANIZED, 3/4" DIAMETER, 12" 4x4 WOOD BLOCKING. X/i \ , NOTE: I, CONTRACTOR TO CUT BLOCK TO I ST VENEDGE OF LOG DISCRETION, SHAVE EDGE OF TO ENSURE I 1 \ RAILING IS TO BE FIELD FIT. �' ENSURE GUARDRAIL MEMBER I GUARDRAIL MEMBER STANDS 4 ��i_,—,_�; TOLERANCES BETWEEN WOOD STANDS VERTICALLY AT 90' TO I VERTICALLY AT 90' TO TOP OF 'I, 'I'IA ,\, MEMBERS NOT TO EXCEED II TOP OF LOG I' ,. LOG. 1-7/8". ADJUST INDIVIDUAL LOG 0 FROM .r• © GUARDRAIL MEMBERS AS mi® , 0 LOG 0 FROM _ IS NECESSARY. g® ®INVENTORY ® INVENTORY 345 •1 GUARDRAIL AT VERTICAL CLIMBER Plan 2 GUARDRAIL - CONDITION 1 Section 3 GUARDRAIL - CONDITION 2 Section x=t a 9 " 0 1".1'-0" 1'.1'-0" 1'.1'-0" 2d 3/20/6 `rQQ3E ARG .�� 1i" MAX TYP �= 1$" MAX TYP N� �� An // /� }" CHAMFER, ALL EDGES li GUARDRAIL }" CHAMFER, ALL EDGES Z L708 HANDRAIL '�'� y� SZ • • ' - - ' c - - ' 8 HANDRAIL - - I f�i z— L708 Ce 4X4 CLEAR CEDAR POST ?l !f WITH CLEAR NON-TOXIC " STAINLESS STEEL CL a z x z xSEALANT, SEE SPECS PIPE, SEE SPECS Z 1 j -- § Z Q 6 LOG 0 FROM Z o d- . 4X4 CLEAR CEDAR POST W 1 # L707 INVENTORY �`/ Q =Q '; WITH CLEAR NON-TOXIC 1 ALUMINUM U-BRACKET Z O O �i FOR PIPE AT EACH SEALANT, SEE SPECS • " Z �/`� �� GUARDRAIL POST, SEE • SPECS O m 6 LOG 0 FROM •�� LAG SCREW. TYPE 316 ,� T- vol INVENTORY STAINLESS STEEL, 1/4" O 0 ] I DIAMETER, 3" LONG p d\ d .0= . .., 4, O o 0 d.•} 0 0 '0 I O O O 0 0. .0 -... —J E '` Fes- IF ' r-7 r ELEVATION o I. Ca , o o P LAG SCREW. TYPE 316 L_ 6 of LAG SCREW. TYPE 316 o o 0 a: STAINLESS STEEL, 3/4" 0 o STAINLESS STEEL, 3/4" o o DIAMETER, 12" LONG _ DIAMETER, 12" LONG x I — - — 02 0-L En o I o _ 0 M - v L,,; Ij 100%CONSTRUCTION DOCUMENTS i TYP LE TYP ,,�`�\\ SITE DETAILS SP % i" STAINLESS STEEL PIPE, SEE SPECS O�� ALUMINUM U-BRACKET _- f� �'�� FOR i" PIPE AT EACH GUARDRAIL POST, SEE REVISIONS SPECS An GUARDRAIL �� ,,\‘%....._.........___ LAG SCREW. TYPE 316 STAINLESS STEEL, 1/4" — DIAMETER, 3" LONG SCALE AS NOTED DRAWN BY 6E0 DATE 07.01.2016 PROJECT NO. 1534 SECTION SHEET 4 GUARDRAIL AT VERTICAL LOG CLIMBER Elevation 5 GUARDRAIL AT VERTICAL LOG CLIMBER Elevation 6 HANDRAIL AT VERTICAL LOG CLIMBER Section L708 NV-0" 1".1'-0" FULL • 1. SANITARY YARD HYDRANT SHALL BE THE FREEZEFLOW STANDARD MODEL # 213XS BURIED CLEANOUT PER-, DETAIL 5/C102. flN�Stt59 O OEt�'"� �yASYac 24' ( X REPRESENTS BURY DEPTH, I.E. DIA.FLOW ` 2134S 4'BURY) MANUFACTURED BY WELL CO ER. HOEPTNER PERFECTED PRODUCTS, DRINKING FOUNTAIN, SEE SPECS GILROY, CA ' :� rola �� a ika 2. YARD HYDRANTS SHALL BE CERTIFIED TO lI 11 N '1' "' "" ASSE 1057 SANITARY YARD HYDRANT • } i O `t1� ". �tK.•$D36 41H`1 ,.• w O, SURFACE MOUNT, PER STANDARD AND SHALL DRAIN INTO A NLET w/2x r a MANUFACTURERSF4 n �P� ,ND_ I STAINLESS STEEL CANISTER LOCATED NI"-SLOPE. ) � �S�e=' a,,,,_, RECOMMENDATIONS BELOW THE FROST LINE. ffi \ >mav — s_... 3. YARD HYDRANTS SHALL BE SUPPLIED U ! t CO THICKENED SLAB FOR SURFACE I L WITH A 1011 BACKFLOW PREVENTER, 1.MIN MOUNT ate" ti, WAGON WHEEL TURN HANDLE HOSE BIB ;� 1B MIN. ` AND A PAIL HOOK. THE INLET OF THE FUERFABRICROUS @ -9 „ 042,1::4'.'-:".'.?;17,i'!1:1y - 0 PEDESTRIAN I 1” 1 HYDRANT SHALL BE '%FIP AND THE WRAP T ,® `, ®' CONCRETE PAVING > Ze I, OUTLET SHALL BE '/.HOSE THREAD. IT € IR s : t..._.. SHALL HAVE A 1-SCHEDULE 40 rn s'TVP GALVANIZED RISER AND A SELF / - T ADJUSTING SOLID BRASS OPERATING ROD e e'>al"' a THAT SEALS ON AN EASILY REPLACEABLE• i Da PERCOLATION NOES / \ FWSPsa(a1 slow _ �. •* ^_ °. I: 4' AL 0-RING. KNOCK OUTS. OTIE..AND / \-WELL SIDE PANELS. �•� a1 4. ALL MOVING PARTS ARE TO BE KNOCK ou cu nocEs ORE FWBP24 24-DLA. — _ WRAPPING THE FLOW WELL.WITH Y•�T�1�_• • REPLACEABLE FROM THE SURFACE FLOW WELL BOTTOM. DRAI1 I 1II, 1—III WITHOUT THE NEED TO EXCAVATE N FABRIC. —1 Ili 1 HYDRANT. CLEAN COUR$EJ L4'MA.DRAINAGE CONNECTION SAND BACKFILL. HOLES.UTILIZE HOLES AS NEEDED. 5. YARD HYDRANT SHALL OPERATE AT A FOR INLETS AND OUTLETS. ISTERy,. MINIMUM OPERATING PRESSURE OF 20 NOTE: 345 "O PSI AND A MAX. OF 100 PSI. 1. DRYWELI AS MANUFACTURED BY NOS.FLOW-WELL.OR APPROVED EQUAL • 1 DRINKING FOUNTAIN Section 2 HOSE BIB Section 3 DRY WELL FOR DRINKING FOUNTAIN Section r�� " 1'.,1'-0' NTS NTS 'fid ,0,p 3/20/96 �OE AgG Irlii SEEEDGE PLOF ANS�NTING AREA, 110 �,C�\1�� / CENTER OF SHRUB, 1M42kfttlietk \�✓� • • • GROUNDCOVER OR PLANT, TYP. �- / �� /J, >� r� X VG�2i/�� PLANT ROOTBALL CROWN 1" PLANT SPACING AREA PER PLANT G� Ifroi ABOVE FINISH GRADE • • • I•. 0-LEI ON CENTER) (SQUARE FEET) 4 21�" BARK MULCH, TAPERED TO SZ ,' ; X/2• X SF ROOTBALL CROWN ce • • s ®1111xiiiiiumltluum•- -'1111118®11®IuiiniEDile 0.5' 0.215 i\\j\\`% \\\� Q 1.0' 0.860 5-1 � �� / TOPSOIL 11 d 1.5' 1.935 %j//j ROOT BALL / /% Z • • •—\-, • 2.0' 3.440 I.0 7\\%\\ \\\ Z Q 2.5' 5.375 0 OF j\// SCARIFY SIDES AND BOTTOM• �-p \" 3.0' 7.740 h z%//j /< OF PLANTING PIT D Q 3.5' 10.535 $>\ \ /\/\/\/\/\ /\\j\ I— O 0 NOTE: 4.0' 13.760 $~ \/ //\\//\\//\//\/// A. SUBGRADE, FOOT- TAMPED TO ,Ti_ PLANT SPACING DIMENSION "X" SHALL BE 5.0' 21.500 \ \ \ \ \ \ \ ��/%/% PREVENT SETTLING Z AS NOTED ON PLANTING PLANS. DIMENSION 6.0' 30.960 >\\/\\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \\\� o FROM EDGES OF WALKS, CURBS, BUILDINGS, f\\,\ �c\/A\,<\,,,A,A\,\\A\A\,a\�/ ,..\\/< O m 1- ETC., SHALL BE "X/2", UNLESS OTHERWISE NO. PLANTS = AREA 2x DIAMETER O 0 NOTED ON PLANS. AREA PER PLANT OF ROOTBALL n J w 4 PLANT SPACING Plan 5 SHRUB PLANTING J LL NTS NTS m CONCRETE PAVING / FINISH GRADE, LAWN BASALT ROCK COLUMN y�„ �f �)) � N� FINISH GRADE, PLANTING AREA I�I U II IINI �I i IA I / / VARIES PER PLAN / � \\� \ 1 ; MULCH, SEE SPECS FINISH GRADE 100%CONSTRUCTION DOCUMENTS \ ' ' 11 SITE DETAILS \ 3/16"x4" STEEL HEADER WITH j oo3'• o vv °0 /\\%\\// ,*' /\//\// INTERLOCKING STAKE 2'-0" O.C.; 1, 0��OO� - ovO Y4; 10 CRUSHED ROCK PAVING j�A,'< Go o� 'O,o o� SET TOP OF HEADER AT FLUSH o, ,, o \• � \/\\\/\\\/ WITH FINISH GRADE OF LAWN <4Li /C i 1 / // // // a o J O0OQ REVISIONS // //V// /V, / /� NU )0 g 1Z. AGGREGATE BASE COURSE A/ / / / /� TOPSOIL, SEE SPECS •� { nT ///,,, j�\///\\// � O` 1 FILTER FABRIC �� \�\��/•A�/A � \0� ._ . COMPACTED SUBGRADE SCALE AS NOTED �AA�AA/VAA�AA�AA��A�AA�AA ��0� — �_� DRAWN BY BEo �//� 1 III — _ -1 DATE 07.01.2016 /ii%/i/ii/ii/i ii Avz , =r n if- I PROJECT NO. ,sem I 1—III—III 1 —! 1— SHEET 6 NOT USED 7 METAL HEADER Section8 CRUSHED ROCK PAVING Section I L�OQ 3'-1'-0' 3'-1'-0' 7 • f-0"TYP / , , � - / PLANTING AREA, BACKFILL r AMENDED TOPSOIL TOP OF WALL SEE GRADING PLAN . �f //\ F / - .� 0 PERMEABLE ASPHALT PAVING I 0 .• 441 •� BOULDER WALL, SEE SPECS STONE RUBBLE WALL, SEE SPECS , r• a;• vi, 4" PLAY AREA DRAIN PIPE, „7,1\/ 3"MIN Z O��, Ya 10 CRUSHED ROCKI. Telfe•. SEE SPECS '' / .0. •I ' 6"M6X o� )1# 14°� PAVING, SEE SPECS ,"`.1 i\\\\`�,- • - - , c m �.�# ;�� . 4-6" BASALT STONE, SEE SPECS e \\ 4- Y, 10 CRUSHED ROCK PAVING, � ♦ \� 1e..►e:. a % ��{+g? SEE SPECS �_ wok 0 ONCRETE PAVING �` • e;� \ •,�,��• �' •%'b hd0�07� ‘57 - • f `•`±:- • i" WASHED DRAIN ROCK, SEE of /\\ 0 CONCRETE PAVING �Q�jO.�� G� �! o j\/ ' ;,00� Oo , COMPACTED AGGREGATE BASE > : ��•`�`\� • SPECS \ {�;�;a. on iO h��0J��1 COURSE � • ,' \ \\ ' „.I., Q QL ;" WASHED DRAIN ROCK, SEE II^�-• fin( 6.ti .2.1 'NI.- „ EXISTING PLANTING, SEE ~ n"•A=0� p Aoy010 004 p11,��0b'S, SPECS III- � - COMPACTED SUBGRADE .!' ° �`i PLANTING PLAN m \\cQC10*,1�lO/�DoQ°oOp��8,--h.o R �" BASE COURSECOMPACTED GGREGATE -I 1--I� ( �` ' -r 1,� 1 I I it-1 IT-I 11 1 1-� -1 IIS- miet • ,*Ivor-., - , -I 1-1 1=1 COMPACTED SUBGRADE . , 8" 1, tli.75x HEIGHT,TYP 8" / / 18 18" 1P3�45' -� • • 1 BOULDER WALL Section 2 LOW RUBBLE WALL Section 3 PLAY AREA DRAINAGE OUTLET Plan r x'rt1z Ego E-• 1"-1'-0" 1.-1'-0" NTS '�� 3/20/96 ` °E ('' 6'%tEax ELOPE ST'3RMWATER FAet,IT a R.D 0 Ste. F---1 TY-i CSX MIN IDPH 1 ELVERS REMISS Dlt'NDEO al FOR AIL VS ETR C CIOR.FA00050 MNPORMRNO'0?IE FOLLORRNO I • $5050 5 COMPOSITION DX MATERIAL TIRES ANY B.E D Cr LOAMY SRL SAND AND COMPOST THAT;S \ "�\\\ ; R w\ a\ '- v•\\ \1 30-Mxt 040400si;BY RS.U4C AMD MEER THE 00000 CRTTFRA IR EMS SPECF:.400R `�, \ " �4 '� „ ,\„\:\\: tt NMLYafr REUWNEXEu'S FOR Mt BLENDED MAMMAL" �,N,�, • ,N,c " \ .w.�\ \ t 1`AR`to.F S 04000TON-A SIEVE ANAL`s Cr RTE MENDED MATp444 NOTEIBI4G $T,SHALL BE �� Z `\�^ 4, �`h V. b."�( SEAS%\\\��'0 0 4l02D IN CONFORMANCE RR ASIR:',x/0 36 AA5N'/11•'2S.ASIR 0415/01140 00 AS'M 969'.J. �,, \� T N\ '>v` „a•+`- �\ \�4'\\`\' '� , Ate\•: N THE ARAI YRS RN I 400414e T4 110 BANK SIRE0444 051 IN^O- 3/9 INCH./4.4411 /?J.#TC SAO. \�'•, '�'\\FLOW ` � ,E, "�`v#A''\`• S A \� #100.#20i.. ME.MADAM:Ft OF THE BIRO SMALL VEST E Cw WING MAMA l CRITERIA. s \N\ jV`vr\. A <,A A`\v Ay\ . . MEW.REE PERCENT PAs4ND I NCH 1M1 \ k k ,',.,...,,s;. ,:\ ,\gip v\ \\ �� 15-S0° FINISH GRADE, SEE GRADING PLAN e`�•� ��v'xvv« va' 1 v t '„ � '' V 4tX I 4" PLAY AREA DRAIN PIPE, SEE PLAN VIEW • 110E MR-ESA:-SHAL 00 LOM,.000 EAST T MORN R c ROLL FECES � �� SPECS illkVIIIII • T 0445 BE.Wt 00 05 AND DM 000 \ / im FLCAY Si EATER.MARE « T SNA RE REE A'WORK PECKS,RABIC.AND OTHER FOREIGN MATTF7`. a 80.4E^v �i R5409O •. SHALLit JE NO 4411308.5"RE`WATER TN£N:xt R RL'SHEO N \� i w .v` I F -.---rp 4-6" BASALT STONE, SEE SPECS I ADC7 OR GRAVEL € 111 �y� N [Il iIE Y CHEER DAL '5 :5TRAM,SMOOTH -�'-A- R"�. �i !: (Y I NON-.YMVEN GEOTExHLE RCCX 2.6-3"DHFR AT 1O' EA COMPOST SHALL EE SERVED:FROM PLANT HA:ERAL AND PROVIDED R1'A NEARER OF THE US COVPOSTNC \ #-r INTERVALS.SLOPES IN EXCESS OF =NOT MAL 0000NCE(STA)PEOCRAN SEE VAAT C18M.POSIIN500004GLORD-0, A LIST OE LOCAL f it ••• \. 'i" WASHED DRAIN ROCK, SEE 0_ Q 08 DEWEY ROE AS 6x P"'L"LR \4 ':\ a a` • 1 \\/ SPECS. Z 143;.COMPOST-0,44 (#'THE REMELT Er •IB.004000'.A O.RADAI"N AM*4 1445 SRMAIiGN�'PLANT-DERIVED \R- Z LA'.9.0 S NYDER CONNTICNS DESIGN TO PRYAC'E ACIF2 7E08kAL45,1ON THE MATERIAL SHALL 3E WML , Q �''" fJ/`� " Ft COMPRSTES FREE.OF TABLEWEED SEEDS,AND STAB A11 RESAR TO OXYGEN 4ANMEMIP CN3 AND.CARBOR OfOSROE \ /� /\/� "\ \ \Jj/.\/\/ / \x@ V NA \,EF; NS LIMA . MEETTHE61L6TWNM 4G Mi SHALLPETSI ;?�EORfiD Etl MEEUS MPOSTINO 60UN,O.•1.Z STA�Cb FERN HANDLER DATAISSHHEET ///\/\/\/>/"/ /\/ \/ -// =< PRMADED HY THE VENDOR / / / / / / / / / / / TOPSOIL, SEE SPECS. Q ,' \ A.'' ' N T. \/AA \ \\ \ \ \ \\ \ , /. Z COU' \` \�\OA '.o0o, 0, 0-\\-,\ ° \m • 11*4 OF THE MATONAL 1144100404.0T ). nF210811±.A /44.4*8N 0SCRREECL. /. /. /, /, /, N. /. /. J G H �\ \�• �� tR%wsye MEnwa uYER"?.. , %:::�\ .5t\\\" \i W.\ f� • THE P4 05'INF MAIER•AI.SHAT B BOWEN 6 AN.AMT F..LAx. L J LL \ V AV VA�AAA A . '.I,.g,.�, NA*0; %4 � • MMAYAAGJTRD INERT MATERIAL(P ASTO3..CONCRETE MARS,METAL,EEC.)mixt,:RE LES.THAN 2,0s BYWEISHL J 0 %\AAAA AA�AA�V � A� �Ac�, ThE V \ ' �. \4':�''41 '0'0/oo �0 N-' �^ • NNE BLEMANICStA1 hCONTENT SHAL1.85 5 BE E04*4.0 dD W'J f0% RAY ri#:ONT 6655s). m . `c,'• y`� \A,�VA :•'- 400 41 SAtt 4445SHALL BE EBS Tt1AN 600 FOR LE0Ml("5 II- LL U • 0ATU5T INDICAI`RE SHALL RE CREATLH TAN BCS OR t'RMINR.Ot}N AND N:.C•A. O PROFILE VIEW 48 TY*TALL BE'STARE". 'a ma ELLE • .TRACE METALS 30 1 050 RASO 4454IAU BE:.S R:AN:«:T. to • TRACE.MYTAIS T'-N'REMELT m PASS Q z LU I. CRIMSON AND CONVEYANCE;F DYFRFLDW 100*44 TITER STRIP 158TH OF SPECIFIED 00 PI.ANS 10 B WR�R FACt .RENDES SCE: PLAY AREA DRAINAGE OUTLET Section X. -I - APPROVED PUBLICCONVEYANCE SYSTEM. • PROTECTION OF THE SOL-THE MATERIAL SHALL RE PROTECTED FROM ALL BOUNCES^_E CONTANNAAOJ, 4 J LL 2. fdR01344 WARM SHALL BE...ED TO 905, RE TOP t8 OF THE FLYER 1 1110. 4041 443NG NEED SEEDS TWEE AT 450 SUPPLER,IN CONVEYAN^E.ATM AT THE•RCECT OM D 3 411445 SHALL BE A FARMA N Cr 5'WADE MEASURED A RIE 0.xCR S OF FLOW • WET.AMT TRIER 4401 R 144 - AiMAN AIM 5ACERNI4 C}' INE 40 DETERMINES 445t NOT BE AJAWED SHEN THE 4. ENTIRE ESTER STRIP MUST NAVE NYSX CC404411E BY APPROVER.NATIVE GRASSES,WILDFLOWER RENDS. WEARER IS 100 YET OR THE,MORO IS eROPEN OR SATURATED AS DETERMINES BY INE.MINERS NTS �/� GT2ORRO OVERS,LER ANY COLIMNARGN HEBER,. REPRELNTATIVE. W SI A MADE BOARD,SPREADER:OR SAND/GRAVEL TRENTC4 MAY BE RETNIR50 TO 405PERSE 31E 53))407 • PLACETETNf OF THE 5041-PLACE THE 900004AL IN LOOSE LIFTS,NOT T3€�.'C D 05 INCHES EACH AND EACH LIEF SIA:„,BE CON:ACTS✓RIMA WATER-TILLED LANDSCAPE,ROLLER.DO NOT OTREPWSE MECHANICALLY EVENLY AM=54050:RE MITER STRIP TTS.PREVENT POINT OF LFSCHA-44)04 ANNEFI0ATIDN. 'HE LDP OF THE =PACT THE GA A.M. 04441.SPREADER MUST BE HORZONTAL AND AT AN.WPROPRIATE 044, 10 PROVIDE SNEE.€01 • PANG OF PLANT E0ST 0 050GN-WEATHER FERRETING AND.AS APPROVED.INSTALL PLANTS AS SOON AS D4REC^:Y 10 LME 1844 WITHOUT WORN LEVEL SPREADERS.`HALL NOT HOLD A PERMANENT VOL<OVE OF 0055160_.AFTER P.-III AND GRATWN;DR SOL AN 0R_Ed9'0 0a5 00 ER0002 AND 88*0 Ea CCAIPAC101* ROW E.SP1 EAME4 MAY 50 CONCRETE PER CMS DETAIL #700.TRENCHES USED AS;ESQ SPREADERS • ERO9CA OCHTn"OL-TII4L, EY ER09G:1 WHIRR.MEASURES ARE REOLRRER UNTIL PERMANENT STABILIZATION CAN BE'PLED WRH WASHED CRUSHED ROEN,PER 41100 .OR 5h0D. 88010 1S ARE FU4CTIONAI- £, COIECK DAMS a^H.A.L BE PLACED ACCORDING TO FAT TY IESON OTHERWISE: • PROTECI041A OF.M;INSTALLED 0541-#N ALL:,ADS,1h1E'.PROTECT NSTALLE4 NATURAL 4 VS FOOT OR A.ECVAI TO THE*LOTH OF THE FILTER EI EP 04 NT TRAFFIC AND SDRFAC4 WATER RAW.RNSI'LL T 0450PNARY FM_HCRC OR:WALKWAYS AS NEEDED TO B.NA=EVERY t0'A1RV'IE SLOPE EX EDD 5S.2,5'TO 0"DEM KEG, {ERS. ESTRANS,ATO EQUIPMENT' 2 RE AREA,LN OER ND CIRCUMSTANCES SHOOLO MATERALS MND EM#NENT EE STORED ON TCF"OF THE INSTALLAIIIM AREA. VEGETATED FILTER STRIP LIDAServices BLENDED SOIL LIDA �LWECI SPECIFICATION LID Olt OR HANDBOOK C1HANDBOOK CleanWte Ser VEGETATED LIRA FACILITIES CONSTRUCTION DOCUMENTS REVISES 05.8 DRA004NG NO. 798 C6-TS DRAWING NO.798 SITE DETAILS ,• ill _ €aI,>v - N4 . a,I,A _„,e. Sedco ..,� =`�. _¢ew3_ . S eti_ C6nR&r sn ice 5 LIDA: VEGETATED FILTER STRIP Section 6 LIDA: VEGETATED FILTER STRIP Section REVISIONS NTS NTS SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 SHEET L710 • — REVISIONS REV. DESCRIPTION DATE APPROVED R c j 2ADDED SS ROOF,HORIZONTAL AND VERTICAL ROOF - ® B BEANS,SIDE KNEE BRACE,REDUCE OVERALL HEIGHT 3/23/2016 HY 1015 FT, , V ii F' gill 1111 Y PROJECT; TIGARD �iik • c LOCATION; PORTLAND, OR AO '11 1 iI Qg$ BUILDING TYPE; WLG 20X20 �� •`, r..' $, ROOF TYPE: STANDING SEAM OVERT & G41114 ~ BUILDING NUMBER; 13489 �% ` e5 6- s ORDER NUMBER; 56569 ``/' DRAWING LISTMg.s/ SHEET NUMBER DRAWING DESCRIPTION 1„ P^Rw CS COVER SHEET 1 ARCHITECTURAL ELEVATIONS 2 STRUCTURAL FRAMING PLAN 3 COLUMN LAYOUT 4 BASE PLATE STYLES 5 ELECTRICAL ACCESS AND CUTOUTS FA T yy Aiui::. X11# �PpIVED FAWNER R NAD-200 P 1 i.N.. rTHIS STRUCTURE VAS DESIGIIED TO Al VELDDE IS PERMED BY AMERICAN WELDING SOCIETY C17 IF LOS INXUS,CA APPROVED FABRICATED 11596 KY SUPPORT WHAT IS STEAM M THESE DRAMS.PCLIEDI CERTIFIED VROERS PND CCIE RMS TO THE LATEST EDITION IF CITY EF RIVERSIDE CA APPROVED FABRICATOR 14P06-0033 NIST BE WADED F ANYTHING ELSE IS TO BE ATTIC/ED TO THIS AVS DLL LIR 063 AS RECLINED. CI7 IF BETON,T%APPROVED FABRICATED 0470 MORE(ACLS ULM WRAPS REJIGS ETC.)SO NE CLARK MUM DRONED FABRICATOR 1264 DESIGN ff THIS SID CTUE CAN k REVOWEb LAND POSS0.Y PARTS SINN MY RE UP RATED DE TO STNNDWO® STATE OFNAH MOVED FABORATRR 02093-14 REVISED FFAMICATIM OSSAE pJB$REFER TO DE SHIPPING BDL OF MATERIALS FOR KESS o A7•U 1 ESS NEED OTHH RMSrI�SSEE,,THIS MIXTURE VAS DESIOED w ''i-17CERTIFICATE OFCOMf1ENCY N1 13-081316 ASSU BE A 29 SEPARATION BETWEEN ANY ADJACENT STRUCTURE FOR PROPER FOLD RSTALLATYR IF TIE BUILDING IT 1S H MENDER COME OSTINTD 1000 CERTE D) WITH AN RAVE 11110D[GNT EMIAL TOM BEATER THAN THE EAVE RECWOHAT TI OED TE PRIMARY'FRAME NSTA FR AO THE a IBIFRM S FEW CIF THIS STRLCTUE IF THAT SEPARATION MES NIT MST, RUF MULLER HAVE A WON FIA R1 YEARS OOORENIED STOP!! POLIO NST BE UNTAETED SO THE DESIGN IF THIS SIMICTRE EYFER MCE NSTA N D$TYPE ff PRODUCT. !3C IF, ASTM i, L, ROLA REVIVED ANO POSS�Y REVISER FM PREFER FELD OSTAUATIM OF TIE BUDDING R IS ff o'. 1. iFNOT FOR CONSTRUCTION PPE GRADE ID STRUCTURAL STEEL SHALL E DE ADEDTIFAB IG EDMAO ERECTED SCIEDULE IN ALmDANCE WITH THE LATEST EOWff THE ARCN RECOMMENDED NUT ELECTRIC VG R REQUIRED BE RUN BRIEN THE STRUCTURAL UMBERS EEE TIE BOLDING ISRIR sm USE FOR PRELIMINARY PKA519 RED FINED NDp3 ORATE 50 INSHORE IF STEEL CMSIRIDTOH(A[SC)SPECIFICATION MANIAC ERECTED SZ PLANNING AND ESTIMATING STRUCTURAL PANELSEE TE 66653 C S CZ ONLY ROT REFERENCE ONLY a_ Q NOT APPROVED WITH THIS PERMIT 22 Z *o 238 1 A 5 . Q Q eo• . Z P m o® O o; ,.L �A E2LL2t0 ./ ,_ cc, 5T is' TOP VIEW ISOMETRIC VIEW 100%CONSTRUCTION DOCUMENTS am ��Tr PRELIMINARY PICNIC SHELTER @mBR7' DETAILS '.•f'`, 1M��3`i 12 V - . iiiiiiiiiiiiii �•4-,I'a`, REVISIONS r 103 / ir III \ UNDER NDER 180 & En 115o REF. HDRIZONTL LAMINATED EAVE BEAM w SCALE AS NOTED DRAWN BY BED DATE 07.01.2016 Iq P _ PROJECT NO. 1534 c w STOP�! FINISH GRADE. SHEET MOUNTING VARIES BASED ON ENGINEERING ”¢L'61Q NOT FOR CONSTRUCTION REQUIREMENTS. FRONT VIEW SIDE VIEW USE FOR PRELIMINARY PLANNING AND ESTIMATING ONLY N / 21 W - --------=.-__,....... ..... ...:7117.. --,--j.-- ........ .........7,%-: i II ''' O C . I I 1 lill AH 50 O c R 1 - I _aC 1 1 1 SQSL pS TOP VIEW ISOMETRIC VIEW ro SNgm4 ., `,ir* 7glitn H1.4:1 ( Alkill MON NM= IN A\ 176 rill \ / Lo ce oe ci STOP!! FINISH GRADE. �- �1F. MOUNTING VARIES 9,'- • NOT FOR CONSTRUCTION BASED ON ENGINEERING iCi FRONT VIEW REQUIREMENTS. SIDE VIEW SIM SZ USE FOR PRELIMINARY PLANNING AND ESTIMATING 2 ONLY < 0— d Z .- REFERENCE ONLY W W Q ce NOT APPROVED WITH THIS PERMIT `1 _1 o SI <O 6 E J ..i'7m 192 100%CONSTRUCTION DOCUMENTS sm@m ;"C PRELIMINARY PICNIC SHELTER RESY DETAILS REVISIONS i J 192 SCALE AS NOTED o DRAWN BY BEO AAJJ DATE 07.01.2016 z PROJECT NO. 1534 NOT FOR C�ppSTRUCTION .4‘1oar SHEET SIM USE FOR PRELIMINARY 3 L712 PLANNING AND ESTIMATING ONLY l CUSTOMER MAY SUGGEST PREFERRED BASE PLATE STYLE. RE N ENGINEERING WILL DETERMINE THE REQUI D BASE PLATE WHEN ENGINEERING THE STRUCTURE, w :14 TOP OF CONCRETE SLAB 1 . a (DESIGN I.MATERIALS 0, NOT BY POLIGON) ANCHOR BOLT ® 2 (OPTIONAL) TOP OF CONCRETE FOUNDATION ACCESS HOLE Ili Y e(DESIGN BY POLIGON) Ips F(MATERIALS NOT BY POLIGON) TP OF CONCRETE SLAB ANCHOR BOLTS 2M(DESIGN 6 MATERIALSNOT BY POLIGON) � (OPTIONAL) TOP OF CONCRETE FOUNDATION �e m(DESIGN BY POLIGON) gB . IQ'IIS (MATERIALS NOT BY POLIGON) 611 J o '�� z o .� 1 m p c 5 y . U 11% ELECTRICAL ACCESS(OPTIONAL) >7c d C u La �_ O c PRECAST BASE C 0 (NOT BY POLIGON) PINNED BASE DIRECT BURY es 4' TOP OF CONCRETE SLAB (DESIGN 6 MATERIALS NOT BY POLIG➢N) rill ELECTRICAL ACCESS(OPTIONAL) (OPTIONAL) I-TOP!A CONCRETE FOUN➢ATOMTDP OF CONCRETE SLAB(DESIGN BY NOLIGON) ANC) BOLTS(MATERIALS NOT BY POLIO@!) (DESIGN 6 MATERIALSoAi NOT BY POLIGOMTOP OF CONCRETE FOUNDATION aNQm4(OPTIONAL) (DESIGN BY POLIGON7 fi:i . ilid S r, (MATERIALS NOT BY POLIGON) 1,=i4,2-23Y 111194=1 illi ANCHOR BOLTS NON-SHRINK GROUT ELECTRICAL ACCESS(OPTIONAL) NON-SHRINK GROUT FIXED BASE FIXED BASE (WITH LUNCLALING SLAB) (WITHOUT CONCEALING SLAB) NOTES I. THE REQUIRED BASE PLATE STYLE IS A FINCTIN OF THE PROJECT SPECIFIC ENGINEERING REQUIREMENTS. 2. ENGINEERING WILL DETERMINE THE REQUIRED BASE PLATE STYLE BECAUSE IT CAN DRAMATICALLY AFFECT �o THE STRUCTURE'S DESIGN AND PERFORMANCE. 3. WE UNDERSTAND THE BASE PLATE STYLE CAN IMPACT THE CONSTRUCTION SEQUENCE(IE.THE TIMING OF ~ THE SLAB INSTALLATION) SO PLEASE USE THE FOLLOVING INFORMATION Al A GENERAL GUIDE, JE 2 STOP!! • PINNED BASE PLACES ARE PROVIDED ON THE MAJORITY OF STRUCTURES FIXED BASE PLATES ARE TYPICALLY ONLY REQUIRED IN HIGH SEISMIC REGIONS,ON SOME <y� ,�'-'„ NOT FOR CONSTRUCTION 4. IF YOUR CARGE T HAS UNIQUE RUCTURES 0 BASES PLATE AND NOR FOUNDATION REQUICREMENTS,PLEASE R �^o�� COMMUNICATE THAT INFORMATION WHEN PLACING AN ENGINEERING ORDER. MIT USE FOR PRELIMINARYSIZ PLANNING AND ESTIMATING 4 f/ ONLY QYa A� L_ d Z ELECTRICAL ACCESS AND CUTOUTS F—p Q n¢ � , F— 0 WHAT IS ELECTRICAL ACCESS'? 7 ' o . z ,,A 1-1/8'0 RULE IS Pk VIDED THROUGH COLUMN BASEPLATE. �. �.- , �CE ONLY a j 6 • 3/4'0 HOLES ARE PROVIDED THROUGH CONNECTION PLATES TO ALLOW WIRE ACCESS UP INTO COMPRESSION TUBE/RING OR RIDGE BEAM. ��tt((��T q T�T�r� �Ti�T-� �I�t? O m>- ' • ELECTRICAL ACCESS INTO ADDITIONAL MEMBERS IS AVAILABLE UPON RE&U O 1 APPROVED V ED yy 1 j'H THIS PEW WHAT ARE ELECTRI • CUTOUTS) S N O •11)i 1 f•-• i AR CUTOUTS IN MEMBERS,REQUIRED FOR RING/TUBE UPPER TRUSS d H INSTALLATION OF ELECTRICAL FIXTURES OR WIRE ACCESS. OR RIDGE BEAM `e p • ALL CUTOUT REQUESTS MUST BE REVIEWED BY OUR ENGINEERING DEPARTMENT Rg Z (THEIR PLACEMENT MAY AFFECT STRUCTURAL INTEGRITY). 6a J W •• UNAUTHORIZED NOT CUTOUTUNAUTHORIZEDIFIELD WILLDVOID THE FIELD, = TAIL TRUSS J SHELTER'S WARRANTY, Q. • TO ENSURE FLUSH MOUNTING OF AN ELECTRICAL FIXTURE,ROUND COLUMNS UPPER PURLIN WILL BE EQUIPPED WITH A WELDED IN ENCLOSURE THAT ACCOMMODATES A ��,`i CO STANDARD UL LISTED BOX, CLERESTORY MEMBER 1111111 JUNCTURE COLUMN iae4 COMPRESSION HOW TI CIMMUNICATE CUTOUT REQUI• EATS RING/TUBE r I •) •1 I. UP THE SUBMITTAL DRAWINGS TO OR RIDGE BEAM LOWER TRUSS ACCURATELY COMMUNICATE CUTOUTS WITH EXACT DIMENSIONS)AND •` LOCATION(S), • IF THE SUBMITTAL SET IS NOT AVAILABLE MARK UP THE SKETCHES ON THIS SHEET ■\ TRUSS \_ SHOWING CUTOUTS WITH EXACT DIMENSION(S)AND LOCATION(S). cs • CUTOUT SIZE MUST BE COMMUNICATED AT TIME OF ORDER. — TRUSS TAIL LOWER ;L • INDICATE ON WHICH SIDE OF MEMBER THE CUTOUT IS TO BE LOCATED, LOWER PURLIN TRUSS TAIL • IF NOT SPECIFIED TO THE BOTTOM,CENTER,OR TOP OF CUTOUT,DIMENSION WILL `_ BE TAKEN TO THE BOTTOM OF THE CUTOUT. PURLIN '_,,/ '-11,/ WHERE CAN C TIT BE LOCATED'? 11 I II 'LLY LOCATED 18'ABOVE GRADE ON THE INSIDE 100%CONSTRUCTION DOCUMENTS FACE OF THE COLUMN. TENSION MEMBER ,o • LIGHT SWITCH CUTOUTS ARE TYPICALLY LOCATED 48'ABOVE GRADE ON THE TENSION MEMBER m PRELIMINARY PICNIC SHELTER INSIDE FACE OF THE COLUMN. • ALL CUTOUTS ARE TYPICALLY AT LEAST 12'FROM ANY STRUCTURAL JOINTS. TYPICAL c. ,-6i' DETAILS • ALL CUTOUTS ARE TYPICALLY CENTERED ON THE MEMBER WALL(NOT CLOSE TO TYPICAL WIRE RU E(�Ei,�;3w - THE CORNERS). WIRE RUN • CONTACT LOCAL POLIGON REPRESENTATIVE WITH ANY ADDITIONAL QUESTIONS. • CUTOUTS CAN BE LOCATED THROUGH COVER PLATES, COLUMN COLUMN REVISIONS 2 3/13.-1 4-1/8' o 0 1-1/16' 0 3/4 1 ov BASE PLATE BASE PLATE 41/� SCALE AS NOTED DRAWN BY BEO TYPICAL WIRE RUNS DATE 07.01.2016 �a' cavi PROJECTNO. 1534 SINGLE GANG DOUBLE GANG ELECTRICAL g a � CUTOUT CUTOUT HOLES SHEET , TYPICAL ELECTRICAL CUTOUT$ �J 5 L713 W Zr Q f J.._ K N O O a e ry^...�..-� �f, m �. " ~' � PRIVATE WATERLINE NOTES; r" `� 1. WATERUNE FACILITIES BEHIND THE METER OR BACKFLOW p �' � �. ,..a, �V t - PREV£NTOR ARE PRIVATE IMP ROVEMENTS. A CITY OF5 1- -N— --.✓` " +' Y° q�, �. \ t1 �, TIGARO PLUMBING PERMIT IS REQUIRED. '":2,'_.---'" 2. WATERUNE PIPE MALL MEET THE REQUIREMENTS OF THE 2014 OREGON STATE PLUMBING SPECIALTY CODE. tks! \ \i N,,_--- 7 '`i..» YET 'c 3. BACKFLOW DEVICE IS REQUIRED ON THE DOMESTIC o J i r'�`". -- �, / ' „N �• �"" ' } WATER SUPPLY UNE. THE DOMESTIC SYSTEM BACKFLOW w) m'\ . / ✓ \ PREVENTCR SHALL BE A DOUBLE CHECK VALVE ON THE R:.r`r.•i `�..• OREGON STATE HEALTH DIVISION "APPROVED BACKFLOW \ r 4 v PREVENTION DEVICES"UST AND ACCEPTABLE TO THE w m BUILDINGDEPARTMENT ANDGARO \ \ CITYOF TIGARO D ARTM THE TI N \ WATER DISTRICT. a, `, i _ " \\ ` ' \ 4. WATERLINE AND APPURTENANCES ARE TO OOREMEN TO r Y l _ OF THE 014 OREGON STATE PLUMB NG RSPECIALTY CODE c N • I r ,t 5 ' , 1 i I THE CITY OF TIGARD BUILDING DEPARTMENT AND THE t p; � , f �e • { , I OREGON HEALTH DI ON ADMINISTRATIVE RULES, 0 20' 40' � I J. i' i tI i I CHAPTER 333. \ \ 5. TRENCH BACKFILL IN PAVED AREAS SHALL BE GRANULAR � l I f / ( .....--4,' j' I ' BACKFILL AND SHALL BE COMPACTED TO 95Z MAXIMUM GRAPHIC SCALE 1".20' ^A ti ( 7P j I 6. SAWCUT PAVEMENT AS NECESSARY FOR PLACEMENT OF "` y� ,./2 K -- ! WATERLINE PER CITY OF TIGARD STANDARDS. fr i 7. FOR BULL MOUNTAIN PARK ACCESS, MATCH EXISTING , Y i PAVEMENT AND ROCK SECTIONS WHERE UTILITY _, - �;` s�`.O fI TRENCHING IS REQUIRED. \ / 4 �r ,� „ , . 8. CONTRACTOR TO REQUEST UTIUTY LOCATES FOR EXISTING I Z �" f; - '\ ""^ :� �i I GAS ANO ELECTRICAL AS EXISTING LOCATIONS ARE NOT .< / �` f 1 �tia �� I KNOWN. ADJUST PROPOSED WATERLINE AIS MAY BE i h I NECESSARY!N ORDER 70 AVOID CONFLICTS, 7 O w\. CSI. .„� - ,As \ l ,j ,i \ ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY .. �; t .r \_. - - - - A I7 THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR \ � \ 952 001 0010 THROUGH OAR 9S2 001 fl090. YOU MAY OBTAIN COPIES THESE '`»'7 \._. / I i I I I , RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS �� e } ..._w E CENTER O _......:-1111118.0111111.\ ^ .„ �,- BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL AT f f ; ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY TH ‘,„, ‘„,:: _\.,,, ',\„„ may" y �� .e '\ . a/ /,, f , 03-248-6699. ", \M • � � " '''‘''`ti:‘,‘,"-‘,',',`,',,,,,,,,, „ ,i 1 Y �tw, �"•-._PROPOSED DRINKING s. A \z \ ', '1 ; , , ,, `\ .,� ! �'S. FOUNTAIN LOCATION � �� , '�' �e \ �/ ..„ , \. Y'e'i�,�;t, .,» te ..,„_.,,, „,,,,,,\_ e i ` „:„),,k ,\1 `� i , _\ `,, ,, ``\ :, ` I ,. ,„ , I t ' ,„ \ •` •, ‹ ,,4 Q ,, , , , , , , „ S lJ��' l t J 0 ti� II • '� �J ..-2V,\...,,,-,:,, y �; ',: \,.\ ._..,,,,\ Y� \ `� I ! ( s'.'0. 'I I� ' 00 4• PROPOSED 1,. y �,,;� r,$ --,..„,..\- 1 •^y •�, _..-.6,..,;,V ,i � I ) WATER SERVICE '\s�,. . / -`. ' i 4 I 1 i I :/ 1 �. L 147.96' f i `` ., 1 PROPOSED 1” / , f _ 1 1�t �� WATER SERVICE �' j/V � L 49.61' . \ \� v \ \\ �\ 1 �� , PROPOSED HOSE Y �. ,•,/ ,rV `r 100%CONSTRUCTION DOCUMENTS PROPOSED BACKFLOW / BIB LOCATION WATERLINE PLAN PREVENTOR DEVICE !SUL ENGINEERING EXISTING w FIRE HYDRANT 375 PORTLAND • AVEE CLiDSFOORGON $7027 I a� (503) 887-0188 No NI REVISIONS Q — _...W 1, 0 PSA EXISTING HOSE BIB AT l';188 7 METER TO BE REMOVED y , 2,8 ^) J NOTE: SCALE AS NOTED PAVEMENT REMOVAL AND TRENCH AND .3' DRAWN BY EEO Z PAVEMENT RESTORATION ARE INCIDENTAL y \e/ DATE 07.01.2016 TO WATERLINE IMPROVEMENTS. EXISTING 1" WATER aJ PROJECT NO. 1534 SERVICE TO BE REPLACED Q ' : wf WITH 5/8w WATER SERVICE 1 EXPIRES: 6/30/18 SHEET BY CITY OF TIGARD y J c100