Loading...
Plans (88) 1 PER ASBUILT 1, I UTILITY STATEMENT: VERTICAL DATUM I PER ASBUILT THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM LOCATE PAINT MARKINGS TIED IN THE FIELD SURVEY AND AS-BUILT DRAWINGS PROVIDED BY VERTICAL DATUM BASED ON OPUS SOLUTION(THROUGH NOS)NAVD 88. 41 I 1 UTILITY COMPANIES.THIS SURVEY DOES NOT SHOW ANY PAINT MARKINGS TEMPORARY BENCH MARK(TBM ELEVAT10Nw548.2S CAUTION: UTILITIEC \C y II PROVIDED AFTER THE FIELD SURVEY WAS COMPLETED.AS-BUILT DRAWING )� MTh UNKNOWN KNO N YI I INFORMATION THAT WAS NOT PROVIDED IS NOT REFLECTED ON THIS SURVEY. DESCRIPTION: 1 1/2'IRON ROAD AS SHOWN. L 0 T 2 5 AS-BUILT INFORMATION,IF PROVIDED,WAS USED TO IDENTIFY UNDERGROUND CAUTION:UTILITIES PIPE SIZE AND TYPE(IF SHOWN.AND NOT MEASURED).PAINTED SIZE 5'HIGH CHAINLINK L ' "" ^'^'' ( WITH UNKNOWN INFORMATION.IF PROVIDED,WAS USED TO IDENTIFY UNDERGROUND PIPE SIZE HORIZONTAL DATUM AND BASIS OF BEARINGS -} FENCE �I /$ CONNECTIONS AND TYPE(IF SHOWN,AND NOT MEASURED). IF NO LOCATE PAINT MARKINGS m / ! N88'12'58`W a'HIGH 1 \ , -,_� I' L 0 T 2 6 THE UNDERGROUND UBBUILT I FORMATION WAS USED TO HORIZONTALLY LOCATE HORIZONTAL COORDINATES ARE LOCAL DATUM PLANE GROUND COORDINATES _ 41"-FIR S0-J 0 07"-MA_PL£_--_ BARR A - I BASED ON THE OREGON STATE PLANE COORDINATE SYSTEM NORTH ZONE G 1. -f---- 11'-)t�CPLc`�J NAD83 DATUM PER OPUS SOLUTION. ^// y 18"-MAPLE / O\-- \ 11R-FIR _FIR \ \ \ 1 • THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES - I-i // I -- \-- �" \ \ \ 5'HIGH CH AI)ILINK\ SHOWN COMPRISE OF ALL SUCH UTILITIES IN THE AREA.THE UNDERGROUND 26'-FIR ' \ --- 27"-MAPLE"S \14'SEOU )"-FIR \ \ FENCE \ \ UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ON THIS NOTES: �(A �.�J \ SURVEY.BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE 1. PROPERTY BOUNDARY LINES SHOWN HEREON WERE LOCATED BASED UPON 27"-FIRS /- \ - ` �-L�f� \wg"O8"\SE0001 \ \ \ \ 25"-FIR INFORMATION PROVIDED.MANHOLES OTHER THAN SANITARY AND STORM SEWER 0 \\ \ \ Y` \{"i �jf 1�J I \ I WERE IDENTIFIED BY MANHOLE LIDS AND MAY NOT BE LABELED CORRECTLY. AVAILABLE SURVEY MONUMENTS.AND RECORDED DOCUMENTS(RECORD OF o r,_-___ // {� `� \ \ 15'SEQUOIA yl`\ 1 I I ' SURVEY 31927,WASHINGTON COUNTY SURVEY RECORDS). m/ -O6'-MAPL� 34"-fIR �, *35"-FIR\ \ \ \ V7. 31' FlR I aYI \ F I 2. TREE SPECIES IDENTIFIED BY HHPR ARE FOR REFERENCE ONLY AND SHOIIIDO08"-LINK �((/''•��� ,t \- \y. `S. \ 36"-FIR I I 1 UTILITY LOCATIONS MUST BE VERIFIED BY THE STATE UTILITY RE VFRIFIFD RY AN ARBORIST. oo.O6"-MAPLE`' \•/ \_---- - \ ! \\ I ¢1�;��f 1 I1 NOTIFICATION CENTER IMMEDIATELY PRIOR TO ANY EXCAVATION. y u7// / 23"-FlR���\ O6"-MAPLE \ \\\ \\ 1 \ I \ 1 \ 1 C / \ \ N \ \ \ \ UTILITY LOCATES WERE REQUESTED[11/09/15]UNDER TICKET NUMBER[15268697] ABBREVIATIONS: w r / 25"-AR `--- \ \ (07"-FlR \ \ \ I O6"-F�R \ 1 '_ _ \ \ \ \ \ ( \ \ \ \1 FOLLOWING IS A LIST OF UTILITY PROVIDERS NOTIFIED: CONC CONCRETE O c _ _%Z \\_ \\\ \ 30"-FIR \ \ \ \ (801)364-1063 IE w INVERT UNK UNKNOWN ENATION q /L Y s 10"-FlR 3;t:* 32'-FlR \ \ \ \ \ \ \ 37"-FlR CMCST01 COMCAST CABLE COMM.MNGMT,LLC / - --- 14"-AR \ /—\ \-\1V"-FIR \ \ \ \ \ I I II GTC11 FRONTIER COMMUNICATIONS GTC21 FRONTIER COMMUNICATIONS (0778-9140 .. \ 22'-FIR \ \ \ I 1 (800)778-9140 ✓ \\ 21-FIR \ --- / \ / \ \ 20"-FIR\ I I ll "NWNO1 NW NATURAL (503)220-2415 14"-MAPLE \ � \ \ \ 1 \ I ( \ \ ) I PGEO3 PORTLAND GENERAL ELECTRIC (503)255-4634 }} QWESTO2 CTLON-CENTURYLINK (800)283-4237 STORM SEWER NOTES _ \ 9"-FIR \\ I "W/3"---7F4---R / \/-. \,' / \ 1 I I I I \ \ 27"-FlR 24"-FIR !�v / `` 1 1 I I I\ TIGARD01 OTT OF TIGARD UTILITIES (503)718-2591 19-FIR - \ CONC PAD W/ *I / \ 33"IREDWOVy I 1 '\ •-DENOTES ASBUILT MAPS RECEIVED ®CATCH BASIN ! ---��`` \\ *- 8"-FIR PICNIIC TABLE \ \ I 11 1 1 I //` \ 21"--FIR I 1 1 1 \ I / 39-"-F-IR \\ \ \ - N 20'-FIR \ I 1 N \ \— / 3'-MAPLE J I \ \ �I MANHOLE LOCATION INFORMATION: a 4"PVC(S)=545.77. / _ \ \ -\ 21'-FlR\ \ 1 I in .... 72'-FIR -\ N \ / / O6'fMAPI _ \ * \ \ \ I \ \ I I \ SUMP 545.39' N 17" 25"-FIR\ \ \ / / \ \ \ \ \ \ I I DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING p -:E-5...4,,,,e,_,_ \ I I I 1 I CONFINED SPACES,IT IS COMPANY POLICY TO NOT SEND OUR FIELD STAFF INTO PI /4- 09.4/.9PLE \\� \\ \\ - = 10�MA 16"-FlR \ \ \ \ 1 % I \ I � I UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION(PIPE SIZES AND 1,4': Q07"-MAPLE\ \\ \ \ \ 2'-M MAPLE \\ \\ \ \ I I ' \ I I I 1 I 1 DEPTHS ARE OBTAINED THROUGH ABOVE GROUND METHODS). THEREFORE.ANY TOPOGRAPHIC LEGEND: I -FAL-FIR \ N \ N. 15"-FIR\ \ \ I I \ \ \ I MANHOLE ELEVATION INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY _e e / \ \ / N 27"-Fir, \ _\\ N N \ \ \ \ \ \ \ \ \ \ \ \ I IN ACCURACY OF PLUS OR MINUS 0.1'OR GREATER(DEPENDING ON DEPTH,SIZE, STORM SEWER UNE 7 / .{�f�14"-FIA "1.** ��j�A\} \ \ \ \ \ 20"-FIR N \ \ I \ \ I I FLOW,AND CONSTRUCTION OF MANHOLE). MANHOLE PIPE SIZES ARE ALSO SUBJECT GAS LINE O I / y`V_ -ww,,��� ' \30"-FIR N N \ N___ N \ \ \ \ \ \ \ \ \ I \ TO AN UNCERTAINTY OF TWO INCHES OR MORE(DEPENDING ON DEPTH,SIZE,FLOW. / 7-'\FIR \ `S� \\ \ �� \ it'-MAPLE \ 26'-FIR \ \ \ \ I \ \ \ \ \\ \ , TAND IME, ONSTREQUIPMCTION OF AD PERNSOOLE.L VIF A HIGHER E REQUIRED TO ENTERNEEDED. THE ADDITIO AL FENCE LINE.TYPE AS NOTED 01 -/ \\ \\ 'X N \ \�- \N \ \\ \ \ \ \ I I \ \ \ I \ \ I RETRIEVE SAID INFORMATION. ' ' " TELEPHONE LINE /7ND __ =FIR\ ATH \12"-FIA \-- --542--- \\ \- \- R \ \ \ \ \ I \ \ \ \ \ \ I _ ELECTRIC LINE / I -__ 2'-FlR A \ \_ \`�`\ \-Fl�- _ 26'41* \\ \\ 29;-FLIIRR„\\ \\ \\ \ \\ \\ I\ \\ \\ \\ \ \ \ \ MANHOLE LOCATIONS SHOWN ARE TO CENTER OF LID.NOT CENTER OF STRUCTURE // ////////// BUILDING LINE 1 " R - - - _ 30"--F11*. \ \ \ \ \ \ \ \ \ + \\ 1 CONTINUE.CONNECTION NTO LOCATED p �,_ 14"-M-\ \ \TT 2$"\FIR r`� --\ \\--27"-Fl _ --`\ \ \I \ \ \ \\ \ \\ \ \ \ \ \ \ I II\ UTILITY LINE IS BELIEVED TO Y15=FIR- \33"-FI�i V \ - \ \ \ A, \ \ \ \ \ \ \ \ I _ — OR J z,11 \\ \\ \ (�\ .:...4*- \ -\`\\\ \ 2S'FJR / \�� \ I 7+ \ \ \ \ \ \ \ \ \ \\ \ I 1 \\ II /— --- -\ MAJORCONTOUR-S'INTERVALS N /\ --23:FIR N - \ 22"4IR.- N \ \ \ '� \ \ \ \ \ \ \ \ \ -_- - -\ \ _ ROCK,PLAQUE -- -\ L.--- \ N\ 1 \ \ \ \ \ \ \ \ \ / --- -N MINOR CONTOUR-1'INTERVALS N 06-MAPiL\ \ - - N --_ \ I \ \ \ \ \ \ X �f \ -- - - \ N -- _4Q/33:TM \ \ \ \N \ \ \ \ \ \ \ \ \ • UNKNOWN STAND PIPE " 1 `\ __ \ \ \ \ 11111 CATCH BASIN I- 14'-FIR c\\ \14*1r=RR'-`---- \\ \�� *3'I",FIR\\ \\ \\ \\ \\ \ N\ \ \ \\ \ \ \ \ \ \ \ \ \ 1� SINGLE POST SIGN 1 \ V \\ - -- \ \ \ \ N \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ C. WATER METER L----1 PICNIC TABLE P' k•-FlR T6\FIR_--I---\\\ L. `�-\ __\ \\ \\ \ \ \ \\ N\ \\ \\ \ \\ \ \\ \\ \\ \\ \ \ \\ \ \ NI IRRIGATION BOX ® BENCH U0 Y 18. 14'-FlR WOOD BUIL1tIC, ---� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ °w GAS STAND PIPE p� CONIFEROUS TREE ` ' T me\ -V},,'_J 11- A�'\ -COVER�FOR PORT OLE - \N \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (APPROXIMATE DIAMETER Y O1 20"\FIR`/\ '�'F \ 27"-FIR - N\ -- AUT7 PO R AID \ \ \ \ \\ \ \ \ \ 1 y \ \ \ \ \ \ \ N a POWER STAND PIPE BREAST HIGH AS NOTED) Ce LO 1 \�TO�-UN �` 11"-FIR \\ \- \\ -- J\ ASU LITIE$WE / \ \ \ \ \ \ \ "' \ I \ I o C\ - \ \\ \\ / \ NKNO I / / \ \ \ \ \ \ \ \ �' \ \ \ \ \ \ CABLE TELEVISION RISER DECIDUOUS TREE Y Z \ \15"-FI / _- - V I CONNEQTION5 \ \ I \ \ \ \ \ g+ APPROXIMATE Q SI4 \p-j��'\ I` �' 3'-FIR \ / \ ( \ 1 \ 1 \ I I \ \ \ \ \ \ \ I O DIAMETER BREAST < v \-, - Y�^,\�\\l 1 26" FlR /_ \ ,(/ / yTM \ 1 \ \ \ \ \ \ \ \ \ `�+ \ TELEPHONE RISER \---lo: , \\I�51.0 ,� \ 15"FIR /"\ \ 1 7/2�`IRO(1 R�D \ \ 1 \ I \ \ \ \ \ \ I \ I HIGH AS NOTED) O- 39"-Flq \ �j•� 12'-UNR-414 `- \ \ F\Ik \ \ELE\V=\548.125' I \ \ \ 1 I I \ \ \ \ \ 1 \ \ \ \ \ \ '�„ ROCK(SIZE A$NOTED) _Z \ \77"-FIR --` ��1 \ - \/ a;,, \.\ \ \ ) \\ \\ I\ \ \ 1 ) I 1 ) \ \ \ \ \\ \ \ \ \\ 1 .. 'I EXISTING CONCRETE SURFACE 0 Z Q \ \- \ �� \ /A/` I 1 / �p 1 1 \ \ • FOUND MONUMENT AS H 0 \\ - / \ �+ \ \ \ \ \ `Y.i( \ I 1 \ I I \ \ \ \ \ I W NOTED IN TABLE. PROTECT. Z Q \ -12" FIR-\ 0 \ / 1 \ \ \ ,\ \\ \ \ I 1 I \ \ \ \ \ \ `�' \ \ \ \ --\ \28'-Flfji Y'V\\ \ \ \ \ \ \ \ N \ 1 1 1 I 5 5 \ \ \ \ \ \ \ \1 EXISTING ASPHALT SURFACE 1 , 0 I-- N \-/ 25EF55- I \ ', \ \ \ N \ \ \ \ 1 1 \ \ \ \ \ \ \ \ \ I Z ~ \--- V-_ "-FIR\\ 26"-FIR \ \N \\ \\ \\ 1 ( I) \ \ \ \ 1\ \ \ \ \\ \ \ \ \A NOTE: SYMBOLS SHOWN HEREON ARE FOR GRAPHICAL REPRESENTATION \ \ \ \ y 4^ TL '1� \\\ \ \ \ \ \ \ \ \ \ \ \ \ PURPOSES AND DO NOT NECESSARILY SHOW SHAPE.SIZE,ROTATION, -I O ` \ 10'-MAPLE- `w\ , �` 1 iLT,�56 \ N \ \ \\ N 1 1 I \ I \ \ \ \ \ \ \ \ \ CONDITION.TYPE,ETC.OF THE ACTUAL PHYSICAL IMPROVEMENTS THAT THEY \ ( \ \ 3 1 1 \ \ \ \ \ m} \25" N \ \ [.i \ \ \ \ REPRESENT. CONDITION,TYPE,ROTATION,ETC.MAY VARY AMONGST ITEMS O \ T� \ { V�09 AP t \ \ \ \ 1 \\ \ \ \ 1 \ , I \ 1 \ \ \ I \ \ \ \ I \ SHOWN BY THE SAME SYMBOL. c O --\ \ '4 M �,`rre r° \ \ \ \ I I \ 1 I I I \ `K \ \ \ \ \ I \ \ \ L Al 1 —�Sg- --\ \29"-FIR \ \\ qs" .'s \ \ \ 1 I 1 \ 1 I ONd PA15 wJ\ERIC\ I , \ \ I \ 1 \ I 0 - \S� --- \ \ ‘..,....1^1,;//78n:1•111'4 " h< \ 'I4 \ \ I \ 'LL\AND\ \ \ I \ \ I �--_- -\ \ lZ 1~ �"y> N \ 1 \ I I I \PI NI TABLE \ I \ \ ',h I ( I J LU N \L ik ;�e \ \ N N \ \ III Oa APPLE \ \ \ \ \ \ I I I 1 I ` E `_ 25,FlR N \\ NE OF\ \ \ \ 1 I I 44 I \ \ \ \ I I I 1 U- 07" FIR \ \ -- \ LANDSCAPIUG \ \ I { \ \ 1 \ I # P "`lYIS` 09V=FIR\ it-FIR \ y ""'`" \ \ I \ \ S I \ I I i I 1 --F— \ I }, __ , \ \ \— I \ \ \ I I 1 I I \ 1 I m 26•-FIR \ 14' 11R \\ \\ \11 ' y`'sus if -\\\\ ` 9`\ \ 1_, 1 ��) ''M [ III I I I f 1 I .z°,. \ \ - 20'%2-HR \ /* '7"tPINEI 09"APPLfy, I I 1 1 \ - \ i6� FIR I I Y k R / \ \ \ I 1 1 1 1 I ED OF LAN SOAP G I -_ -- p I1 I N \1b" FIR )';� I f �I32"(FIR/ \ / / J 1 I I i I 1i 24- R\ I mosso— `'Y C\\ \ I I '4: / 1 I I / ,// / I /17'1-FIRI I I ! I I 1 I I I 1 I I \ \ \,,, I L,22'rFIR\ I I E I / / / / / I I \ I 1 / / / \ \ 11 v4 a 1 1 1 /0"-FIR ( \ \ \ \ \ \ I 1 / 1 / / / / ` I / 11"-RR r Y` �w� 1 \ \ \ \ \ \ I ( I \ I ( \ \ (\ \ \ I / / __ --u11 Ls 1 �y--� - _\ I I A AV v V AI \ 1 V A V vv \v \V Nv N \\ \V A \ II 7 08"-FIR I `.�Y` 1ry_ \ \ \ I \ \ N N }2"%3,,UNK\ \ \ \ OK-LINK I \ I I „(, �\31-FIR "'L1i_I \ \ N\\\6 MAP\E ? 09C-IR\\ \ \ \"-LINK \ 7 11"-MAPL 07-FIR \ /.{, 1 O i�� 26"-FIR 100%CONSTRUCTION DOCUMENTS �_. 07",UNKl yy 0 10 20 40 T A X L O T 5 8 0 0 "w'l'-MAPLE I EXISTING CONDITIONS PLAN SCALE: 1"= 20' • o a REVISIONS - ♦ 7CC))4 po ~ w', e N8813'S9'W *'" '- itu A y 41 r w ...i . a cll acu - I TAX L O T 5 0 0 TAX LOT 4 0 0 0 N� �t �.I/ SCALE AS NOTED W A y DRAWN BY BEO ISI DATE 07.01.2016 - PROJECT NO. 1534 1 _,- ' E.8 SHEET 1,` :i:4,. L 1 0 1 -----"�� ..,/� 1 __W __ -4 TREE PROTECTION LEGEND ABBREVIATIONS . 1 I- Sag SURVEY BOUNDARY ARCH ARCHITECTURAL 1 $S II CAL CALIPER --- PROPERTY LINE CONC CONCRETE 1 it DIA DIAMETER 53° EXISTING DECIDUOUS TREE, / I _ ���' ,s DWG DIAMETER AT BREAST HEIGHT < -FIR a�-MAeLE__ �� TO BE PRESERVED R I `— ,' i DWG DRAWINGS �� 531 , �> EXISTING CONIFEROUS TREE, EQ EQUAL ` art' TO BE PRESERVED HT HEIGHT t: ' ' -- APPLICABLE A E ;' > s q N/A NOTR � 2s FIR D'-MAPLE s o} FIRS �� X r EXISTING CONIFEROUS TREE, NO NUMBER TO BE REMOVED O.C. ON CENTER o Sb P 2 NR. ,--1114- � �`_ R seaudn, /5� <[�1� o TREE PROTECTION FENCING, PA PLANTING AREA ' v ti j � 34_FIR _0 3s FIRS. as S Q 31' FIR S SEE NOTES AND SPECS SF SQUARE FEET r 1 f °Bl-uNK' -�y, „,„y JV ;i /I ` P SIM SIMILAR �sN, c � 06,-1dAP • \ EXISTING CONTOUR LINE c -4rJ '` / / 2-l``r -.A6 PLEA ; "� • K �i .>- N �� 25'-FIR ) , -F / ,� ��< %•.• _ "� F c 2 R i ,, 06 R TREES TO BE REMOVED TREE MITIGATION NOTES: b s sz-IFR ,Q o Fw • °rn Is.,,,_.,--\-----.7.)---)-‘9 10 EIR r � 0-, 'i 3r-FIR ( TREE SPECIES 1. (3) TREES ARE PROPOSED TO BE REMOVED. PER 3 � °iia IR Y ° iy FIRSIZE STATUS II (Botanical Name - Common Name) THE CITY OF URBAN FORESTRY MANUAL, SECTION 6- .2s 1w '-{'` __ 6 1iz Flea �:, I ,�1r ��%��. Y A s 1 MARE � � 21"��IR �X� < _� FIR`C �', �I ? 1 Pseudotsuga menziesii - Douglas Fir 11" TO BE REMOVED (SENSITVE LANDS TREE REMOVAL AND '---197:1-‘612 \' O 76 R .� • REPLACEMENT STANDARDS), A TOTAL OF (3) ” ,a �-^ o A a,-FIR r" 24-FIR I 2 Pseudotsuga menziesii - Douglas Fir 8" TO BE REMOVED ,�/ i 3s ARE. o0p "- MITIGATION TREES ARE REQUIRED TO BE PLANTED �-�I \\ �2& FIR ��•, j �I�i "" �, � � 3 Sequoia sempervirens Redwood 8" TO BE REMOVED AS A PART OF THIS PROJECT. REPLACEMENT TREES �_.�i O 3',;--,,_,„ , - `�� �a "` - ---)-„-29-41R,, ��C .z1 > I� SHALL BE PLANTED ACCORDING TO SECTION 6,-)---74,__I------) l� �� '� 3a LES R �,� __,',\/ PART 2 OF THE URBAN FORESTRY MANUAL. n Fi-."---%.„, ,,_ z�F1 �I _- '":, r[• -°�e><� i � �� i A _splSTW. `n �:'wEf _ 'F, I •_MAPLE 10 " R'4,��a ', ttf_ 6 -'' ��; 2. SEE PLANTING PLAN FOR MITIGATION TREE 395 Cd p, "' 7----'0',7--MAPIE- ��\ 4 n& E Mrtay ��:,'• LOCATIONS. • VfY�M�{////V� • Ly x_ 1144;FC '-•••-••\'' -AR 1 ,/ •t` - -'-'= It �d,2 . • K��� h f—, `) - l I �� = 27 FIR __/� " ✓�,„, � " l GO go r i''''. Fly= - ' Q 2. �F 20 IR O. I� OREGON X � � s RR o�- ��'�, � � TREE PROTECTION NOTES 3/20/96 / - r 11'-MLE ��26"-FIRX� • ,°2\Y7',.4-1.? `,2 � �� �__ )> � ��, r �`0 , 1. THIS PLAN IS BASED ON A SURVEY BY HARPER HOOFOE As` / -oma C'''l� /�--,, -Y;- -,�• pi g. FIR i ! �7 FIR 29•_F�� 3'• PETERSON RIGHELLIS INC. DATED 11/28/2015. NOTIFY 1/ v',5 22-F16`'vi', _'� , ,,'� ‘� �`� �" OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES �F va�;�z&2‘6F-FI) 7 Fi V _ dA �g` I �. z� - 15 FW vR, �. '� �> 2 r im ', � - IDENTIFIED ON SITE RELATED TO SURVEY INFORMATION V PRIOR TO INSTALLATION. FR �` r � �� �f'-t R • _,px 2. CONTRACTOR IS TO FAMILIARIZE THEMSELVES WITH (4) R \ i o MnaL - IDENTIFIED LOCATIONS OF PHANTOM ORCHID h- < BEGINN(CephaING austCOOR LOCATIONS PRIOR IT I4"�IRJ ` � \.. ` '-�� = ,�f __' -� _4-3Y".).-,F' 4,/` \\ BEGINNING WORK. COORDINATE LOCATIONS WITH 'j'-_ fir, " � {j ..)»-. ..,_ Z • p PROJECT REPRESENTATIVE. THESE AREAS ARE TO BE �� I ;i �� FI <2 PROTECTED WITH ORANGE SNOW FENCE, MINIMUM OF co Y'�+ � -t FIR,, �� � � 4' TALL WITH STAKES AT 5' ON CENTER. FENCE - 4 ' ,,,,,°7 .,,,,-,c,_------ss____ SHALL BE INSTALLED AS INDICATED ON THE TREE SZ 7. /• 20" FIR ....)„,--r TO• .�!X11 . 27" Rte" G IR r 7 , �, F'C yZa REMOVAL AND PROTECTION PLAN OR AS INDICATED BY Ce ��v )_ A .s,rs)• ,e .,- _ /_ ___-.11:),--,,k-'--/)---74 n� PROJECT REPRESENTATIVE. PROTECTIVE BARRIERS Y '` D 23: IR�`� s SHALL BE PLACED BEFORE PHYSICAL DEVELOPMENT - �, o 53.,/ a"rR y STARTS AND SHALL STAY IN PLACE UNTIL 39" tiJNK-‹�I �„ I,, O 2- \ IMPROVEMENTS ARE COMPLETE. Z a u,`„� ,; � /t 3. PROTECT ALL TREES INDICATED TO REMAIN, INCLUDING Z 4,,,,,, ‘ R, O� �I �r BARK AND ROOT ZONES. INSTALL PROTECTIVE FENCING Q E �� � �Y 2B"-FlR '94P, A�/ - � m WHERE INDICATED ON THE TREE PROTECTION PLAN. 0 C9 �� ,Fx fi PROTECTIVE BARRIERS SHALL BE PLACED BEFORE �' Fr12-5„)).....„.., PHYSICAL DEVELOPMENT STARTS AND SHALL STAY IN Z 3'” � ��_� x�tMAa� X56 y PLACE UNTIL IMPROVEMENTS ARE COMPLETE. ea>- -� O , 25'-FIR' , •A fi H ��,, ,- \� 4. TREE PROTECTION FENCING SHALL BE ORANGE SNOW 0 "V a FR FENCE, MINIMUM OF 4' TALL WITH STAKES AT 5' ON O ze,FIR CENTER. FENCE SHALL BE INSTALLED AS INDICATED 0 s \ � Z ',..„;-1----,,$)\/,‘) s \y 06�PP� �$ ON THE TREE REMOVAL AND PROTECTION PLAN OR AS J w �✓� zs FI y ; INDICATED BY PROJECT ARBORIST. J E �� • • `� ` 5. EXCAVATION WITHIN THE TREE PROTECTION ZONE WILL 07FSR _ - • ,'l. \'--.. % 3� FIR\ Y \--i1)'-‘'T' /� 0- BE PERFORMED USING ONLY NON-MOTORIZED m � / s� • � HANDHELD TOOLS AND SHALL BE THE MINIMUM 2�FIRo ✓ .,� x / --- -c ., 7"sPI O9"A �.�- \ D 20 X2 flR y ..r \ ti. NECESSARY TO ACCOMPLISH THE PURPOSE OF THE AlL<:),\-).),____2\:),,, ,,$) 0 3z}FIR a EXCAVATION AND TO ENSURE LONG-TERM SURVIVAL za-F., �� ,„<,,,\), i • �.� R� OF THE TREE. � -q,2z NR ) V J • �� h� �:� f, FIR 6. TREE PROTECTION FENCING SHALL BE FLUSH WITH �y'R — = I ,, v= � � THE INITIAL UNDISTURBED GRADE. oe �IR B -3'-i--,-,R z �uN 7. NO CONSTRUCTION ACTIVITY SHALL OCCUR WITHIN THE SURVEY i ' 06 �A-;,,,. ` ° FI R k uNv. / TREE PROTECTION ZONE, INCLUDING, BUT NOT LIMITED BOUN b 1r FIR DARY 11 AAPLE D7 RSR � � z6-FIR TO DUMPING OR STORAGE OF MATERIALS SUCH AS 100%CONSTRUCTION DOCUMENTS R a vNK BUILDING SUPPLIES, SOIL, WASTE ITEMS, OR PARKED --� � ° ��- k VEHICLES AND EQUIPMENT. TREE PROTECTION PLAN �- �� 8. THE TREE PROTECTION ZONE SHALL REMAIN FREE OF CHEMICALLY INJURIOUS MATERIALS AND LIQUIDS SUCH AS PAINTS, THINNERS, CLEANING SOLUTIONS, PETROLEUM PRODUCTS, AND CONCRETE OR DRY WALL EXCESS, CONSTRUCTION DEBRIS, OR RUNOFF. REVISIONS _ 9. NO EXCAVATION, TRENCHING, GRADING, ROOT PRUNING OR OTHER ACTIVITY SHALL OCCUR WITHIN THE TREE __ 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 - COMPACTION IS UNAVOIDABLE, MEASURES SHALL BE SCALE AS NOTED NS AS RECOMMENDED BY A CERTIFIED ARBORIST DRAWN B7 660 TO REDUCE OR MITIGATE THE IMPACT OF THE FILL OR COMPACTION. DATE PROJECT NO. 01573.041.2016sas.oi.2oia 1 TREE PROTECTION PLAN SCALE: 1"=20'-0" 0 5 10 20 40,#1k/ SHEET L201 r 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 11/28/2015. EXISTING FEATURES MAY VARY FROM ©SEE ENLARGEMENT REMOVE ASPHALT PAVING AND FULL WHAT IS SHOWN ON PLAN. CONTRACTOR TO VERIFY I - � 1 // DEPTH OF ALL SUBGRADE MATERIALS ALL SURVEY, AS-BUILT INFORMATION, EXISTING °2 7Ii i - ^ 1 1 UTILITIES AND LOCATION OF MATERIALS TO BE ___ L' 111 # Q�Qj��Q�. REMOVE CONCRETE AND FULL DEPTH DEMOLISHED PRIOR TO BEGINNING WORK. NOTIFY ! • OF ALL SUBGRADE MATERIALS OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES _ i 1_ r '/ �I �I \ BEFORE BEGINNING WORK. r'�'I &%X\ , CLEAR AND GRUB - PROTECT ALL ���� v ® _/�� 1 �`.`,`, EXISTING TREES AND ROOTS 2. CONTRACTOR IS TO FAMILIARIZE THEMSELVES WITH 0 ��� ®a �1� ,� `���� (4) IDENTIFIED LOCATIONS OF PHANTOM ORCHID f it � ��� & �\ SAWCUT CONCRETE OR ASPHALT (Cephalonthera (ustiniae) LOCATIONS PRIOR TO i BEGINNING WORK. COORDINATE LOCATIONS WITH C . � PHANTOM �� _ -- —' EXISTING CHAIN LINK FENCE --� , PHANTOM ORCHIDPROJECT REPRESENTATIVE. THESE AREAS ARE TO BE m a TO BE PROTECTED. SE ��` AREA, EXISTING CONTOUR LINE PROTECTED WITH ORANGE SNOW FENCE, MINIMUM OF 4, ORCHID AREA, ��" 4' TALL WITH STAKES AT 5' ON CENTER. FENCE t \--"� _ NOTE #2 TO BE PROTECTED. SEE EXISTING TREES TO BE PROTECTED o O �_ SHALL BE INSTALLED AS INDICATED ON THE TREE € / r EXISTING 'PHANTOM ORCHID' • p I1 NOTE #2 • REMOVAL AND PROTECTION PLAN OR AS INDICATED o - 1 SIGN, TO BE PROTECTED - \ BY PROJECT REPRESENTATIVE. I PEXISTING 'PHANTOM ORCHID' -,,o> ,/- __!',.<'')----,,__,=r �� �' •1/4.--, _ SIGN. TO BE PROTECTED 3. SEE SPECIFICATION 31 11 00 FOR DEMOLITION AND ` , 7 _, /` `� v �� 'v STAGING REQUIREMENTS. N EXISTING CONCRETE PAD, TO BE ) v‘,A �� v \ REMOVED. CONTRACTOR TO r* - - ' v,:. -7-�A ® - - -,,,i.-- --„,„��\ 4. SEE SPECIFICATION 01 56 39 FOR PLANT STORE EXISTING PICNIC TABLE 9N-:-_-7-/,,\ -- ,-,' /`,_O �►, o v ` \-0---- \ I A PROTECTION AND PRESERVATION REQUIREMENTS. OUTSIDE OF TREE PROTECTION'S v �.�` y v 7 ,. . v °\ Z I 1 5. PRIOR TO CONSTRUCTION CONTACT UTILITY ZONE. RELOCATE PER OWNER'S 11--- ' � y- v �' '' `� I I �I COMPANIES TO LOCATE AND MARK IN THE FIELD ALL DISCRETION. , v , < � � - rk� Ate/ I AV UTILITY LINES SUCH AS GAS, WATER, ELECTRICAL 395 <.. a x - ,sem O Y V o v �, / �, /v 1 V AND COMMUNICATION LINES. • / EXISTING SIGN, RELOCATE: -� O PER OWNER'S DISCRETION ji � To:,-;L -, 1,47--' ��� L�� Q �i `/,,,,‘,, , �'T1 ' /\s 'r 6 ALL SURFACE IS MATERIALS,OSUBGRADEBLE FOR O MATERIALS,EMOLITION OF OREGON 9� > �' \`\`, \�- i '7 3/20/96 j � �► �= �o� v "�` ���`,`�,�`, FOOTINGS AND UTILITIES NEEDED TO CONSTRUCT d /,\--7^{?1 1>` kes___�°. - ,�t s y, ,.,, \ PROPOSED WORK. �yy 4,•> \- v �� ����iv ti � EXISTING BENCH, TO BE � v 7. PROTECT ALL EXISTING STRUCTURES, PAVEMENT, __,I,,> , s. / `s��R� a a 7 PROTECTED CURBS, FURNISHINGS, PLANTING AND IRRIGATION NOT �,, ,r %`� � PHANTOM ORCHID AREA ��' .,,,,t‘,,,,,\\`‘, A SCHEDULED FOR REMOVAL. - �T -, TO BE PROTECTED. SEE '3,--`), v `�, •• \� ' A �, 1 8. PROTECT ALL EXISTING UTILITIES UNLESS NOTED FOR r ' `, NOTE 2b� r A 1, V ' A ��L- ' , „ ,-.,--,,,,,__,.. ---\; tii\ # ,`� � �a , P v 1, ,S,; v w. ,,` v , v v 1 DEMOLITION. / rT ,� I 6''' ),-r --•' _,— -- EXISTING 'PHANTOM ORCHID' 1 n ? v 1 v `, +s` A A \ \ V A \ 9. ANY CLEARING AND GRUBBING TO OCCUR WITHIN \ SIGN, TO BE PROTECTED A,,\,`�,` A A ,- \^ �', ��`�` TREE PROTECTION ZONE WILL BE PERFORMED USING - ., \ '. ' V A `�,,`\ V A V j”` � �� ,b �`.v �`, A,`,` \ \ v . S ONLY NON-MOTORIZED HANDHELD TOOLS AND SHALL D- „,----K,„_/:,„` � v BE THE MINIMUM NECESSARY TO ACCOMPLISH THE `✓ r • ,.‘,‘,,•.\,\` v PURPOSE FOR THE CLEARING AND TO ENSURE --�,---7 1 A o , ,. . �,` LONG-TERM SURVIVAL OF THE TREE. SEE TREE (( j ` 4 \ 5 __ ---,, ? \ ... • k• \ PROTECTION SPECIFICATION 01 56 39. S[ r r--��'1 -- �-1 ��, '� ks \ 10. REPAIR AND RESEED ALL LAWN AREAS DISTURBED1,Lv \ f _ a_` Q ,,� �\• \.`• ,a `• ,``, ,`o \ \ \ \cg BY CONSTRUCTION ACTIVITY, INCLUDING SOIL 7 t� �' ��� , � � ` `.��,, ;, �� `,� ti`,� v vv v vv A A G PREPARATION. SEE 32 91 19. ALL OTHER Q EXISTING BATHROOM :� \y n- a �� STORAGE SHED AND v v �` �`v i,,` �`j`; o LANDSCAPE AREAS DAMAGED BY CONSTRUCTION _, CONCRETE LANDINGS 7N,-_v _ `, o ` ��c ,- SHALL BE REPAIRED OR REPLACED AT TO BE PROTECTED > 1 ! ., • • CONTRACTOR'S EXPENSE. O 1 ��� ---°`0,\'1,___-;' `� ,y ` ` `,V `d� `,SAV A A V A vV A A 11. CONTRACTOR TO ASSUME MINOR IRRIGATION SYSYTEM `l Q I--- -7- --,,-.N..,-(_,->_,- o ✓6 . /1. ^am. �° \ ,1'`,�`� �,,y ,`• ,`D.`,`:• ,`,s .. ,.,,`V,`,'N �';' \I A A \ \\ "� \ \ \\ ADJACENT REPAIR TTOSHRUB WOODSHIREVAL ON LANE ENTRANCE.AZ 0 �iP�-�,,�� v -6.s,,,,,>p v' \\,\,,,1.\\‘,1\'‘‘‘,,,`\,\‘‘,`\‘‘ ,\‘‘,\,s.,\‘,,,•,`+,` A A t \ A A `I G �� v 1 V COORDINATE ALL WORK WITH PROJECT � El O 4,2y: ., \,` `,, i I I REPRESENTATIVE BEFORE BEGINNING WORK. m GA _ a < Q v,I' \,, .._,_ ,A, v • -,‘,.\\•,‘, \• ‘‘,‘„ ,,,,\, , ,,,‘• „‘„\\, ,,, I I A \ , A v v \� \ \ \\ Z �,2 -1 .; ti. _ v• �-v v • y`, `;`.`,` .1```, , I A \\ EXISTING CURB AND GUTTER, p o TO BE PROTECTED Z kciv A EXISTING SIDEWALK, TO 1 p • v v ,' V „ \ V v v BE PROTECTED , ,7\-----,' �r �� vim, • �` • �� EXISTING ROADWAY, SAWCUT m ° II , • _` \v_,y , , v �v �`,AA •• • ` -, 1 ,, EXISTING CONCRETE PAD, PICNIC TABLE AND REMOVE AS SHOWN SURVEY BOUNDARY ''0— k ` +s \ AND BRICK WALLS, PROTECT IN PLACE. \\ EXISTING BARRICADE, TO BE i r� � -Ss- _ 3ss\V ' �� `.\,,,`,'N‘,. , �.� A� REMOVED - -- -- `\ _EXISTING MESSAGE BOARD AND OVER, ,\ \` \ EXISTING BENCH, TO BE I HANG, TO BE PROTECTED _ PROTECTED \1 EXISTING SIGN, TO BE I 2 EXISTING CURB AND GUTTER, i� k' \v' 1\ REMOVED AND SET ASIDE i �8 TO BE PROTECTED EXISTING ASPHALT DRIVEWAY r �s s� s L ) I \ 1 I , 1 _ s 'v, % A\ FOR FUTURE USE 8 - EXISTING SIDEWALK, TO TO BE REMOVED - 510 SF 4 1 ,,,” v ,,`v -- O>, A ;� U I _ y � ' v EXISTING UTILITIES, TO BE 6 3 BE PROTECTED EXISTING CATCH BASIN, TO 0 , �' - '-',' S. , I I ; I i� PROTECTED fi a , EXISTING UTILITIES, TO � BE REMOVED. CAP PIPE , 'v �� 7-'7' �, o A EXISTING CHAIN LINK FENCE, BE PROTECTED -- v` 1 \ _{ ! -\ n / J / I 100%CONSTRUCTION DOCUMENTS EXISTING DRIVEWAY, TO BE 'T 1 ' 'A0 ; 1 t -,.' \ - \ j \' ; /' , , / r TO BE REMOVED TO EDGE OF =_ _ _ PROTECTED __ �; \' h \ ` ` \\ ` ' r / 0 1l EXISTING CHAIN LINK FENCE, _ R L _ �, PROPERTY LINE. RELOCATE • TO BE REMOVED TO EDGE OF DEMOLITION PLAN ,', '-'4,'''.'\:2‘..,:;:': ENDPOSTS AS NEEDED TO ��� ���� �', f6 -� [� PROPERTY LINE. RELOCATE _ ,\ MANTAIN STANDING FENCE. TO ,/- SU _ ° -v v ® �\ :416' , �MADPOSTS AS NEEDEDGFC BO z ,' s c }-`E� SEE NOTE #11 I T ��, MAINTAIN STANDING FENCE. v UNARY -- _->a-� L. 1, F � � EXISTING CHAINLINK FENCE, �_ `\ �% SEE NOTE #11 TO BE PROTECTED -_ �v v x J REVISIONS - N- >,- EXISTING CHAINLINK FENCE, v „r� \ _ TO BE PROTECTED SAWCUT AND REMOVE EXISTING ROADWAY AS 19 t ,� �� k `� - / NEEDED TO INSTALL NEW WATERLINE (SEE C100). \� ® � 1 PATCH AND REPAIR ASPHALT. S3 __,/ r___, -4-,7.7, v( �_ v _____ ____ • NOTED ,I SCALE AS DRAWN BEO —. --�--�— DATE 07.01.2016 I PROJECT NO. 1534 N N SHEET 1 DEMOLITION PLAN �, 2 DEMOLITION PLAN SCALE: 1"=20'-0" 0 5 10 20 40„ SCALE: 1"=10'-0' 0 5 10 20,/ L202 I 1 --L-- I 1 I V 11 EROSION CONTROL LEGEND i zi$s , M: . I :I SURVEY BOUNDARY ---— PROPERTY LINE •-' gi - -_____ ;?,___. 01114eletie r SURVEY BOU 0ARY, 1YP , ......, Viiii I...ii& W411111414 COMPOST BERM, LOCATED AT LIMIT OF WORK LINE, 2/L204 I. r ,5 3, IF . rill*410 I I V STAGING AREA s &•to%4* cb 9 -41.1111( 0 2/61111e. ‘ ZD \ ! 2 I set # 0 itillib.41101 Neel ° 20'x20 CONSTRUCTION ENTRANCE WITH 3-6" t - bArAi--447 Leilit, irt ofe,r1rekilird, ‘''' 1440 CLEAN ROCK, 1/L204 e 0 VIII40. vit,..11_, s c . ONCRETE TRUCK WASHOUT c 8 +11.P•ir ''41/ flNklir4i'‘V4IIP4t411411 4111N\ itfr \ to ,. t t„ 114 li ANISPItik c; g .,„i .6 A irk 1,,.„, ...e.46_,LI 4444114111111° 4111‘'11bA:1W- a ;2:2: BIOBAGS, 2/L203 2' 8 LI 7: I j'Y A 11%iff`h gr , -%/t1 I if e 43yill. jiritIkkg.--- , 4,, .4‘ DRAINAGE FLOW DIRECTION 'Or 1.60 .. . / \\\ CONTOUR LINE iii !)1116.411114111‘14i'la -,,t 4.- k• .48' t , PROPOSED CONTOUR LINE '"•1.v•Iii pa i Of al 141ta I W.-I lilt,0 OP , 1416,1,1 -- iti%•441,.!..11- - A , atst2 I / 0 ,-L., EXISTING TREES TO BE PROTECTED ) I-440 1 gt. vOrtri'l pri,'4.- ,v viliTite*.we•fatairif Ole ititar .tc4IP i (IP' ..&_• Ilt- All0V. •r* 4 ,. , lir . iLlif frievtit.4.7"Kkvih \ \, , • , PERFORATED DRAIN PIPE PVC DRAIN PIPE • 'OGISTPO 345 • t, kitt"fg F, ,,., OREGON 4 ,o A, - 141.4itept, 0 3 otsp# o %IOW, :Al \Ifir. 0 *lei We fil0044:-.=-, ' 4A 1 4.441 \ \ ,g‘ OTE N : 1. ALL EROSION, SEDIMENT AND POLLUTION CONTROL PLAN (ESPCP) c5, CAPE acC I kk 4\I MEASURES SHOWN SHALL BE INSTALLED IN ACCORDANCE WITH OREGON -0 CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS R&O 0720 > grefr' i wo its71-, M 2. SEE L204 FOR ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES. .4 .kifiklik)*~P.14 ....,sria.:,--trieringith, -. Viittr'12441.4* ,---„,---- ) .144.7.4„.44,-, _ ,ft-47-N.pAst flp 4kikii-1111,(410 ih, \ SZ 1§011604,4401' ..iirisien,i.*41.44264:00.4; 1•41......4) c. • z 7 roof_ 70- ikt, ..„ . Asitit1/4 ill:1/4 33:4\\1 1 I I I:1 4411/ 7:i A .°' elt:Itifilit: Mots I.••• 0 0 ) Z !I= l,4l.,lt to1.l,i1wt.1i44r1.4,-1..,1i,41.t<k11reo ,1110G,,.. 7\\\\ • •4 s:.04- 11.. 4 o04 , k I _ ___ SURVEY :Ut--N'DA"-' .-' --- -,- °,,4•• .,:':h''o., ;,•,I„./..,. ,. . 0__DcDo,1 100%CONSTRUCTION DOCUMENTS AV N . is AN 7:...- .. EROSION AND SEDIMENT CONTROL PLVIEW rin V Mu* e ..- REVISIONS .. -........- -.... ..... .... -.. .... .... -.. -... .-... -.-........ ... -.. PROFILE WI -, -------------------------------------.---- - NOTES: 1. 371304 OF BOOS HEMMED MUG(21 1.31.WOO 231103 OR OPPRO.00 EPA PER MI 2. DAME IlUer BE BROOM BEFORE OPPLICATOPL a CHEM MS CON OE CONPROCTED MK 511 Rol=OR MIDI WWI.XS ORPROJED et-TIC 0631131 OR WV SCALE AS NOTED N DRAWN BY BEO - 1 /a N DATE 07 01 2016 EROSION CONTROL PLAN irlmmar7 2 BIOBAGS Section PROJECT NO 1534 SCALE: 1"=20'-0" 0 5 10 20 40\,. / 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 2. IF ONSITE MIXING IS PLANNED THEN AN AREA SHALL _ 2 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE 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. il 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 o 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 a 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 BACK ON THE SITE AND STABILIZED PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND OFF-SITE. ENTRY/EXIT AREAS WITH GRAVEL TO CATCH LIMITS OF THE AREA TO BE PAVED. aai P. 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 a CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED 5. PRESERVE ALL TREES THAT ARE OUTSIDE THE CONDUCT CLEANING IN ACCORDANCE WITH THE BMP s TIME FRAME. LIMIT OF WORK. 3. CONTAIN WASHOUT RUNOFF IN A 10-FOOT BYo ON "VEHICLE AND EQUIPMENT CLEANING". m 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 WASHOUT CONCRETE TRUCKS INTO A 5. MATERIAL USE AND STOCKPILES SHALL BE MANAGED IN A 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF LEGALLY OFF-SITE. IF HAZARDOUS MATERIALS WASHODRAIN, DITCH OR WATERWAY. FACILITATES ACCORDANCE WITH BMPS ON "MATERIAL USE" AND 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL. ARE ENCOUNTERED, CONTACT PROJECT STORMSHOULD BE DESIGNED SPECIFICALLY FOR THE "STOCKPILE MANAGEMENT." 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN ENGINEER IMMEDIATELY. CONTROL LITTER ON 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, 7. REPAIR OF DAMAGE TO ROADS, WALKWAYS, SPACE. FEASIBLE AND DISPOSE OF MATERIALS IN ACCORDANCE SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. YARDS, AND UNIMPROVED AREAS MUST BE 4. WHEN WASHING CONCRETE TO REMOVE FINE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S COMPLETED PRIOR TO COMPLETION OF PARTICLES AND EXPOSE THE AGGREGATE, AVOID 7. DO NOT APPLY ASPHALT, CONCRETE PAVING, SEAL yS7�n_ RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE PROJECT. CREATING EROSION BY DRAINING THE WATER TO COAT, TACK COAT, SLURRY SEAL OR FOG SEAL IF RAIN 345 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. 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 La eo r % 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 `, OREGON 3/20/q6 PER THE USDA SOIL MAP, THE SITE SOILO STATE, AND FEDERAL REGULATIONS. IS 1 1 B-F CORNELIUS AND COLLECT AND RETURN SWEEPINGS TO INLETS OR WATERCOURSES. IF NOT POSSIBLE, USE S G'$ 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY TYPE/CLASSIFICATIONKINTOSILT LCA O. AGGREGATE BASE STOCKPILE, OR DISPOSE IN BMP OR STORM DRAIN INLET PROTECTION. 000,AR SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, THE TRASH. 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 3. CONTRACTOR NOT TO OVERFILL WASHOUT PIT. ENGINEER. 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 I� AREA, AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). < Y " 19. THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY 70 ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. Z 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. Zp DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH Q '2 w ALL REGULATIONS. I- 0 0 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON Ta'" 00°.°' Z ;_ ✓ REQUEST. v .0. 2'MIN Z " 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE EMITS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF '' J O ,.: D FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. ` .;.;`:`:.'.:;_a y y 0 m UNCONCENTRATED 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. p y ;'-PC'i;':r;P��.. 6 /��---""n8::. .. is:i,i.. kSHEET FLOW AO" OUTLET SIDE w J E WIN PIT RLN ON 3•-I.CLEAN NOCK LSO01� %MLL CPAOE RONFONCOENT 1r SPEEEEE AS REPORTED CO If NE COMPOST,TO MEET DEG DEPTH STANDARDS. OE YE SMA ar E SPILT MO PPM R®vrtw. aR1� CONSTRUCTION Out... `j// PAW NOTES: PA INI 1.USE MATURE,GOOD QUALITY COMPOST MATERIAL WITH SUFFICIENT •A ,5 YMEE PARTICLE SIZE DISTRIBUTION. �i\��i���i; r`�ii�i�i��V, r ;T. ;�. 2.CHECK FOR UNDER-DUTTING OR PIPING UNDER BERM. .9,4 iO/,,s*0�����AA\�f,' • " .F- 3.INSPECT FOR CHANNEL FORMATION PARALLEL 70 THE BERM,WHICH 'r r/✓i.,ij O¢�� .,,,,� » INDICATES R IS ACTING AS A FLOW BARRIER. es, 4.REMOVE SEDIMENT ACCUMULATION WHEN IT REACHES ONE-THIRD OF THE BARRIER HEIGHT. NOTES: 100%CONSTRUCTION DOCUMENTS I. TE Olen PII ONO BE a'-ut1411111INEDM A COWMEN TNT ELL PR£1BIf TOME OR PRONE OF REnL041 OMA EURUC RNS USED TN3.Tl5 Off REPOSE TOP oREawy ATATR AEON aFAN EROSION AND SEDIMENT CONTROL SCORNER 3. to.NE .cs MI a CLEARED PRIOR TO eTRNEE ONTO PURE NIO-0,NT. -- DETAILS J. NEN EPSOM IS NCWED.N SNARL U:DONE W IN MFA SNNLIIED TPN CNANGD STONE SLOPE SLOPE LENGTH MIN. BERM DIMENSIONS OW OWNS ND PE*PROVED=OEM 11VP 4. WERE RLN OFF CON//GIG MEMO MEN 1NTR 6 LEAVING SECOODE TIE STE TN TC CONSIRUCmx (HEIGHT x WIDTH) ENTRVICE.OTTER MEASURES SOIL%IWLFTF1Rm 10 MANY BLAME*MUM PI APAMID 3 FIUME <50:1 250 FT 1 FT x 2 FT EY LONG m 20.R¢s'CEP Of 16.ONUS auN RCCE. 50:1-10:1 125 FT 1 FT x 2 FT REVISIONS w Lnna NT m'NOE 3-11.aux NOCK' 10:1-5:1 100 FT 1 Ff e 2 FT wiEEMG 0ANOkWT WY REAM CEMOIALE EANN TO PROMO RNR-SOL PIMPING. 3:1-2:1 50 FT 1.3 FT x 2.6 FT >2:1 25 FT 1.5 FT x 3 FT - SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 1 CONSTRUCTION ENTRANCE Section 2 COMPOST BERM Section PROJECT NO. 1534 NTS NTS SHEET L204 r LEGEND ABBREVIATIONS Ak\_ PEDESTRIAN CONCRETE PAVING © VEHICULAR ASPHALT PAVING ARCH ARCHITECTURAL ®' - -- �I ®' --- SURVEY BOUNDARY CONC CONCRETE I' Ig�y © --- PROPERTY LINE/RIGHT-OF-WAY DWG DRAWINGS _ BOULDER WALL V70 I b? CONCRETE CURB AT WOODSHIRE LANE I+ 12,' Tig, ELEC ELECTRICAL i 3 CONCRETE PAVING - PEDESTRIAN MECH MECHANICAL RELOCATE FENCE POST AT �I �I FUTURE SCULPTURE/SEATING LOCATION - NIC •• 't' ' NIC NOT IN CONTRACT �� PROPERTY LINE. COORDINATE f % FINAL LOCATION WITH �� ' �� �___, ADA TRAIL - PERMEABLE ASPHALT PAVING PA PLANTING AREA o i''`)�' '�V ----)e--r- �" PROJECT REPRESENTATIVE '�� `✓ e• Y4 10 CRUSHED ROCK PAVING, SIM. SIM SIMILAR --__.------r-----',-_,-). DROP-OFF AREA - PERMEABLE ASPHALT SPECS SPECIFICATIONS � 'J � __ __ _ _ PAVING STRUC STRUCTURAL m w \ r' e m�,�PA \ RELOCATE(FENCE POST AT VEHICULAR ASPHALT PAVING TYP TYPICAL O ( s ; �, �/ \� PROPERTY LINE. COORDINATE r VEGETATED FILTER STRIP: 129 SF (2145 0 ` TION WITH FINAL LOCAo -' / ---/-- o i i, . SF OF IMPERVIOUS AREA X .06) MATERIALS NOTES O PROJECT REPRESENTATIVE ._._....:._.:� -� \"1:"Z- ,-r \ -, 71 1. THIS PLAN IS BASED ON A SURVEY BY HARPER ,k,,,--,,,,,,21,---/ , %� % , A-- _, < //�� 1/4 10 CRUSHED ROCK PAVING • , 'y„ d / j r tiii ,J,i r • �- 1 i HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. ._. 1--. ,-; /�` '�� — , - ee, 1 CONCRETE CURB NOTIFY OWNER'S REPRESENTATIVE OF ANY �� moi 4,----. . 41 EXISTING TREES, PROTECT DISCREPANCIES IDENTIFIED ON SITE RELATED TO y Y o �? ' )� ` � �; �®I/�//� IN PLACE, TYP. DRY STACK STONE WALL SURVEY INFORMATION PRIOR TO INSTALLATION. �`i �' O < o i �I/� BASALT STEPPING STONES 2. PROTECT EXISTING VEGETATION TO REMAIN. SEE ---;'-}k'''---i �� �` P� 0 1 6 / �.,�' T /4 ADA TRAIL-PERMEABLE I ,� `-- I v, Sri SPECIFICATION SECTION 01 56 39 FOR FENCING Tl p / 1k G poi ASPHALT PAVING O Q �� ( ��' , __;--'')>-__),; u�0 BOULDERS AND OTHER REQUIREMENTS. 345 / �_/ \ ® WATER FOUNTAIN 3. SEE CIVIL DRAWINGS FOR LOCATION OF UTILITIES. -,, j t-- 1 N. /- )-- p����� '��o it A\ HOSE BIB 4. SEE ELECTRICAL DRAWINGS FOR FURTHER r rt La go � L ��� � �� \ -/—/—/- METAL HEADER INFORMATION REGARDING SITE LIGHTING AND 7, 3/20/96 �7 ELECTRIC UTILITIES. .'" FUTURE SCULPTURE SEATING �✓ V d " SCULPTURE/SEATING � ��������� �� \ - PERFORATED DRAIN PIPE �'�p `� �m LOCATION NIC r� � � 5. ALL CONCRETE PAVING TO BE MADE OF HIGH E A � ')z. , r7____4,,-- f,�� _, \ PVC DRAIN PIPE 7 Gf L 3 .•, 1 ALBEDO LIGHT COLORED MATERIALS, SEE �.�,-/ /. , �� 1 ', fix_ , ,1,v �� 1 ( ) EXISTING TREES TO BE PROTECTED SPECIFICATION 32 13 14. �` , Q �� � � � ` 1 '--ti 6. COORDINATE WORK WITH OTHER TRADES, INCLUDING '` "`- ' I ° ��//�fe, 1 WORK IN OTHER BID PACKAGES. �ti � �- �� a O� 1 7. ALL CONCRETE PAVING TO RECEIVE LIGHT BROOM � )7"-- )'7L �� /1 1 0 ® FINISH UNLESS OTHERWISE NOTED. SEE 1, - ° ~-- r�l�-�� _ �` 0 �� o +� y / \\ SPECIFICATION 32 13 14. /� �, " �i,--)----)'-` �� �/� LANDSCAPE \\ 8. PROVIDE DESIGN-BUILD ELECTRICAL CONNECTION i`�' r ff BOULDER, TOP. \ FROM EXISTING ELECTRICAL CABINET TO NEW DUPLEX h> �0 )0') I °4 ' \ LOCATED AT SHELTER. ALL ELECTRICAL SERVICES TO _ \��I' i'r,----, � -� J�� �O/��® BASALT ROCKSEE SHEETL702L701 BASALT STEPPING STONESSZ MEET CURRENT LOCAL, STATE, AND FEDERAL CODES. /- I,�_ ': , I I - _1� -. 1 1--,�, I I, /-• / �� \v 9. ALL ADA TRAILS AND CONCRETE PAVING TO MEET /I-,rT �� ��, v 1�' LOCAL, STATE, AND FEDERAL ADA REQUIREMENTS. �c 1YI \ PLAY AREA ENLARGEMENT, P ;/ —ti � �Is// !�®\ • ''� SEE 4HEET PERFORATEDODRAIN \�� Z Q FUTURE SCULPTURE/ 1 II PA •� SEATING LOCATION - NIC �'� SII IIS I� �� PIPE V o - ,_p �\ .,` �T� o -' �'•-PA,44". \A\ \ TNSTALLPBURIED CLEANOUT FOR DRAIN \a O C9=�G A o • �i►�� " � PIPE PRIOR TO EXITING NATURE PLAY110 . A � . a0-, ` 5 0 �, ���►i � PROVIDE BLOCKOU? AT CONCRETE \ m p III/ �� a�� 3 CURB FOR DRAIN PIPE. \ �\ p A -� `" < 0, , J :, �j __ „ep •la I��:11 rte. ti p �?0,\ 1 y \ ( .4,:-::;:i:!:.° so. � �i' ,. Y4 10 CRUSHED ROCK PAVING 1 '; -.\ I T j�s s LOW RUBBLE WALL o� �® // i\ J / Fe- - w 1 DROP OFF-PERMEABLE O 1 �s ♦ v ” J� 1 CO -- r� _ ASPHALT PAVING®' � "f' 3:•1 1 -I, DRINKING FOUNTAIN ® •• ®�`�. � > -„M1.= \ ),..--\\ /01 ^-_- 411:1 4 - ak 1 \ / ,rte 4" PVC DRAIN PIPE \\ / � , I �� PLAY AREA A\ v�l0 o ®' DRAINAGE OUTLET .,_))?›.))-- /- -" METAL HEADER S �� o PEDESTRIAN CONCRETE PAVING E� -- �--- r '-\ / 1 . I� ,- :4,-7 MATERIALS gPLANTIONDOCUMENTS Tor �� ,-4 PICNIC SHELTER, SEE L711-L713 - - - HOSE BIBCli, SURVEY BOUNDARY, TYp ---:'--------H--"'') --/- - by ° _ Y4 10 CRUSHED 8 � � r� REVISIONS ROCK PAVING L709 - - SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 --. �. moi ....�_ PROJECT NO. 1534 N SHEET 1 MATERIALS PLAN L301 �, SCALE: 1"=20'-0" 0 5 10 20 40„ t " ) -- - - - _ - L i MATCHLINE VE/SHt 1 L402_ _ - LEGEND 0 4 0 0 V . A /_ - SURVEY BOUNDARY _�, i PROPERTY LINE _;;\- ram N�547399 923480 - _ , E-7605181.295749 -" CENTERLINE �__ i � / N-647398.014557 - d �� ALIGN 0, - � E-76081 811307 \ �. R23' ALIGN .✓ N-647 1 308363 P N-6474b707210 ��� .,-- s j '� �, E-_761 17.. ,6693 ' E-760821 558026 PEDESTRIAN CONCRETE PAVING o ✓- E-76081 .2 I�� v' ✓ 0 AT PLAY AREA LAYOUT MEWS EXPANSION JOINT e ��\ /N-647405,935677 `, o, ,j N 647384.398809 ,„,'- 1 21. \CURB ��,��� -,.. ' v -7608172657428 __r / E-7608186.839635 ',S/\ N ',rTOOLED CONTROL JOINT \ / �- 1 % N-647387.599575 a� V ' 274642 POINT OF TANGENCY ql®.• A r E-7608189.269686 1 `�f /\ N 64 �.20686 N-647379.356 32 -/-/-/ METAL HEADERal 5, „� �A / �-._�� -�,-7608'173M.1 57 E-7608192.30851 oAJi`� N-647 -4.5'A 9274 �"', J.0V � AEXISTING TREES TO BE PROTECTEDc1� E-7 8196.002695 \ fir---�,A �� N-64735 _ 13 • -,,-�� PERFORATED DRAIN PIPE " / / E-7609177.943�`�V\ _ N 647587.3838 N-647374.969746 4 N,�- ' E-7608118448 , A Ill �� �' E-7608206.106586 P 1 PVC DRAIN PIPE �_- �- N-647379.950068 (� 1, N-647381 76.123 1111:11b r � - A , �/ !�ab08t76.3866 ��® ��� E-7608219.649942 \� VEGETATED FILTER STRIP o � ? �� 0 N4a73f5.7al6ags ��♦ 1110 �� :Id; hs DRY STACK STONE WALL IS / -� 0E-761f811'4.6�i77 '� ,�' - / �.r �� \ N-647370.595216 345 '''O N-6371034 �� .' N-647360.651646 \b / jjj��79 E-7608254.240821 o ' �� i / E-7608173.1 7 \ E-7608222.213912 ABBREVIATIONS 'N-647 �2 586 ��� \ N647370.540045E-7608168.35246 -' . a� E-7608256.182606 t" rQ , ..' BOC BACK OF CURB� r vv - Q oxncoe � / �0iN-647366.027354 CJ CONTROL JOINT ,dam sizoi9eiN. �., '' - T -� L / _ %-may." �� E-7608260.621375 DIA DIAMETER 'C� C'v �f N-647371.59842 ��� EJ EXPANSION JOINTE�'1{ � E-7608197.716887 ���:4‘'\ 41ttilj‘ L ,� I y N-647370.861762 �� �� .rEQ EOUAL E-7608191.335512 ��f� � EW EACH WAY C � v � i �� N-647368.412974 �is** q,3 FOC FACE OF CURB / �, E-7608193.064284 �� • -„ NO NUMBER o � ;,">''N__-/'<,,,,,� - / °� N-647364.575640 OC ON CENTER ; i R24.-5* E-7608243.449628 POT POINT OF TANGENCY N-647354.760000 R3L' N-647362.835035 R RADIUS '-% 1 ___ N-647355.576135 I '� E-7608173.228000 E-7608216.623343 E-7608242.684565 SP SPACES �.-4,�`v 1 L, N-647362.388517 N-64735876002D TYP TYPICAL 1______4;‘, ___.„-,,,,-,,;_%,,,_,,,, ,ro ( E-7606184.370154 • I N-647348.626656 x[17608245 697611 E TASTING .IV t i A N-647365.216998 E-7608231.710914 ' N NORTHING � � , �'_ E-7608188.501370 I �1 �� -_____ --1----,,� 47 N-647348.246748i , 006' 1 �I %/ E-7608197.439575 r LAYOUT NOTES Ce '� N-647336.052000 \ I N-647342.373925 Q y O E-7608185.912000 i- 1. THIS PLAN IS BASED ON A SURVEY BY HARPER _VI \ / \ E-7608225.662240 _ Q \ ` ,. N-647346.537237 - a I HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. /� I A, /E-7608203.421133 z /I V/ I_// j w440 . N-7608226.606 9 NOTIFY OWNER'S REPRESENTATIVE OF ANY ZQ-14W-647344.918938 vE-7608226.606099 ` DISCREPANCIES IDENTIFIED ON SITE RELATED TO p I 'i ,-_____---/ E-7608214.628422 Q Z< L-------0% �� ' SURVEY INFORMATION PRIOR TO INSTALLATION. - f N-647333.335028 - Q j E-7608212.460030 ----1 0 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE I- 7-1 ��� _� = �, ���� _ SPECIFICATION SECTION 01 56 39 FOR FENCING Z i �� T o� __-/ ' r�{ AND OTHER REQUIREMENTS. O � / it -.-J! � c s 1 I 3. SEE CIVIL DRAWING FOR LOCATION OF UTILITIES. m ' S 4. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, 0 U o ' `0 / ' �� �V �� ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0" p 1 7 V < -� �': 5. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, _J w jc \ NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO J i _ i LI � �_ i�� 7- \---' � � INSTALLATION. 1V � � `� �� 6. INSTALL EXPANSION JOINTS AND SEALANT WHERE m \7 / / - > CONCRETE PAVING ABUTS STRUCTURES SUCH AS SITE WALLS, BUILDING EDGES, CONCRETE HEADERS, � i 1t %'%%- _%%--- COLUMNS, FENCING STRUCTURES, AND FREE o o N-647293.676373 STANDING STRUCTURES, TIT. _--_, %� ✓� ;/ , -�� E-7608303.423696 % / y 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, �✓1 � �4 // _�_- -- � �/ �� ��� TYP. )___ N � V V/ 8. DIMENSIONS TO AREA DRAINS ARE TO CENTER / \ -- -- N POINTS, PATH��- ,, ? __ _ �- 9. SO THAT EDGE CONDITION CURVES 100%CONSTRUCTION DOCUMENTS I.--- _ SURV -BOUNDgRy <= ARE SMOOTH WITH NO KINKS. LAYOUT PLAN ✓ - - - 1 1YP _ 10. NORTHEASTING COORDINATES ARE BASED ON �� - 3 - '-- V BENCHMARK INFORMATION AS GIVEN ON SURVEY. N 7--- Z ;„- REVISIONS N _ 1 LAYOUT PLAN / SCALE: 1"=10'-0" 0 5 10 2040 SCALE AS NOTED - DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 SHEET L401 .1 ISURVEY BOUNDARY, TYP _ I I -n- --- LEGEND , r,-, SURVEY BOUNDARY -., I• O S i t ---- PROPERTY LINE o Q CENTERLINE ` - TOP OF CURB TO MEET FLUSH WITH TOP OF EXISTING CURB 3 'I TOP OF CURB TO MEET FLUSH WITH TOP OF EXISTING CURB ALS ALIGN SIDEWALK TO MEET FLUSH WITH EXISTING SIDEWALK PEDESTRIAN CONCRETE PAVING ' SIDEWALK TO MEET FLUSH WITH EXISTING SIDEWALK N-647569.300025 1 ..E, EXPANSION JOINT INESOI E-7608204.977025 N-647567.996345. 7 \ /, 608241.867\ TOOLED CONTROL JOINT m T �' n � N-647562.293592 ! '� i POINT OF TANGENCY c _ -,� N-647563.463280 �. \ „ E-7608204.811641 ,moi/ �-i METAL HEADER s � �._ � ( E-7608241.68233 1- I �'� i EXISTING TREES TO BE PROTECTED c ti 4 / E-7608219.145938 �� \ ( - ------ E 7506 572 l PERFORATED DRAIN PIPE PVC N r ,_' r �., 1 �\ I VEGETATEID PIPE L ER STRIP \/ ��'- '�� I - DRY STACK STONE WALL ___K 0 I, ,' 0 ABBREVIATIONS • ��2 / \ __ s La 90 OREGON -- i N-647537.911 0l= y �I = 1 BOC BACK OF CURB /� I �- " E 760: - 8722 '� 1 '2` 201 CJ�`�L A � I DIA DIAMETER E�C �r o _ EJ EXPANSION JOINT 4\ '' ��I EQ EQUAL ---7 �� � '� ��� -- � �� �✓ N EW EACH WAY � ,� �� N-6475 5845930 `A` 1 FOC FACE OF CURB \ N-647522.16779 A, �-/�� li E-76082 T1p456 i \ 1\� �� �/� E-7 08221.1031# NO NUMBER �, '�� / = Iv N-847510.998$7-1--, / �� 1 �� E-76o6za5.a7sos OC ON CENTER � _ /�� / n POT POINT OF TANGENCY i,'\ R RADIUS l✓�,�\��, _v �... / � c-` eN-647 6.855448 �i\ 1\ �/ `� �/ lam\1 SP SPACES ° _ { 0� \--...._-A! O E-7608241'7 a�371 J O -sa75oasz1a2a, �f N-647512.oz3zcls , v TYP TYPICAL '" 177-7.' '�� ,� EL7608185.432826, // 7/ E-7608240.500299 � -N/ 7 v \ E FASTING \ \'--, '7 �/ 7`;1 //7, ,_� 1j L \\ N NORTHING � /'.- \ \ sz v ��� �� 0 1 O R10-6� LAYOUT NOTES fZ � � �� Y ' 0 �� �� 1. THIS PLAN IS BASED ON A SURVEY BY HARPER _ ' -- /7` '� '� N 647490.1 0796 �- d - HOOF PETERSON RIGHELLIS INC. DATED 11/28/2015. _�`J vI � V '. tj E-7608244:785029 / Z I NOTIFY OWNER'S REPRESENTATIVE OF ANY / I 4' i DISCREPANCIES IDENTIFIED ON SITE RELATED TO / �_ ��� �, �6' /�� \ SURVEY INFORMATION PRIOR TO INSTALLATION. - N-647486.16309 I N. 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE F- 0 0 E-7608165.418488"7_-- A �� Z ' \ ��,� SPECIFICATION SECTION 01 56 39 FOR FENCING � �� �� ,I R18 AND OTHER REQUIREMENTS. D =O <� I � N 6�7461.e7zsa , j 6 3. SEE CIVIL DRAWING FOR LOCATION OF UTILITIES. m E-7608153.414823',-, @ n p U _ \ ,,c k, j L, V / c ,/_.---", /i,` 4. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, N, 's 1 0 � 0 V / ./- - /1 ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0" p N S N. �� 5. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, J w \ N 647475.360852 \ - NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO J E2 ,% RteA1,7608136236360A ? ,,fy -_ �/ 1' \ INSTALLATION. D u- 7 07/7 ���s. � -z,'2'77---" \ �-- x� ,1 6. INSTALL EXPANSION JOINTS AND SEALANT WHERE m �� �� CONCRETE PAVING ABUTS STRUCTURES SUCH AS / SITE WALLS, BUILDING EDGES, CONCRETE HEADERS, j �_ COLUMNS, FENCING STRUCTURES, AND FREE \-% / / �- STANDING STRUCTURES, TYP. N-6}'7453.470443 r O E-76 8246.724047 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, -" ��� ,-\ 0 � V- 0 tl TYP. �/ _ �/ µ$' 8. DIMENSIONS TO AREA DRAINS ARE TO CENTER N-647439.396902 (� - L N'647438,x86496 POINTS, TYP. �-- ' E-7608114.055455 ' �� E-�60825i.636266/� 9. INSTALL PATH SO THAT EDGE CONDITION CURVES 100%CONSTRUCTION DOCUMENTS / \�_� \ �� ARE SMOOTH WITH NO KINKS. LAYOUT PLAN // / / I'- 0 ,� 10. NORTHEASTING COORDINATES ARE BASED ON N ! / A, BENCHMARK INFORMATION AS GIVEN ON SURVEY. o \ V , MATCHLINE, - 1/L401 -74 .„ ilit n \ �.� .- ` __ _z\ / �, _�� � ,> / REVISIONS N _ 1 LAYOUT PLAN .) _ �.! SCALE: 1"=10'-0" 0 5 10 20 SCALE AS NOTED . DRAWN BY BED DATE 07.01.2016 PROJECT NO. 1534 SHEET L402 � � —/ ) HQEESH. �L404� — — ( LEGEND 0 < i 0 SURVEY BOUNDARY ' L / PROPERTY LINE �A/�� / CENTERLINE _ _ N-647415.5599.332�08 ALIGN �_, _ ✓ _ _ may, E-76083k4.212749 �� ALIGN P j j-- ✓ �' _ ��� 0' j PEDESTRIAN CONCRETE PAVING - V N-6474p 943115 / NNE; o � • 2I C NEVE EXPANSION JOINT v...___,, ----- 7, ,7, ,..-E77608207.666046 %V' ��! TOOLED CONTROL JOINT �� �� = N-6�7404893a ,� • POINT OF TANGENCY /" E-7608194.318000 / -/—i--/ METAL HEADER 2 L^• ���� '• �I o r / ''\ 1 I EXISTING TREES TO BE PROTECTED C t. 7 .�. ,L �-_- a 0 �� PERFORATED DRAIN PIPE �✓ �L� �� . PVC DRAIN PIPE � I \ Y VEGETATED FILTER STRIP �O \/_„T�_� I ,i y i \ ,- I, O O I' ���'�/• r rw,;ria DRY STACK STONE WALL �,GTSTE�Fr b % ` o ,�. ABBREVIATIONS ° BOC BACK OF CURB ,-___- -\-- _,‘_,.. --7--- ����, )1:1136,441.0%I�Q� CJ CONTROL JOINT �dS 3/20/66 L ; ( ',- / ����� DIA DIAMETER E MI. J- ',__ , ' ` EJ EXPANSION JOINT '�� 72 7 / / ® �•'• 0410 ' EW EACH EQUAL WAY O��' \I O �*. �� FOC FACE OF CURB -t> >� I, OC ON CENTER POT POINT OF TANGENCY ° / ice, ,_ � � To�� 1� N-647358.416171R RADIUS y- E-7608254.811042 I� _ SP SPACES ✓\ 1� �t , ®���� - 1� TYP TYPICAL E FASTING �' , r ri0\s\ j , ������'��/ �\/1�RS3 .1r N NORTHING �� �� t -�� _� �� N-647348.71419 O 11 ,�> ` _7>i /77` >�r ' ', ,e , E-7608232.7104 LAYOUT NOTES sz I \ ✓ gyp , r N-647348.626656 Q I �` sq 404*.).���� E-7608231.710914 ,,-r 1. THIS PLAN IS BASED ON A SURVEY BY HARPER nQ I /\ V � �► HOUF PETERSON RIGHELLIS INC. DATED 11�28�2015. /� , , ( ` � ,.�t N-647337.236159 NOTIFY OWNER'S REPRESENTATIVE OF ANY 1.- 1 / i,, \/�� �� __-1 _ --__ E-7608236.834368 Z Q _�✓ \`\ , DISCREPANCIES IDENTIFIED ON SITE RELATED TO dj. - _ SURVEY INFORMATION PRIOR TO INSTALLATION. Q 0 CQj I / e 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE � - I 7N'=647329.647224, i' —i �” ° SPECIFICATION SECTION 01 56 39 FOR FENCING Z 4"-�x� \ 6-7608228.315980 'i ��\I �"o - N-647327:157_322F --- , �. AND OTHER REQUIREMENTS. D O 6-7608230.015645- m r ✓ --,. �\ sq ��- _ 3. SEE CIVIL DRAWING FOR LOCATION OF UTILITIES. O /� N-647326:619469 ,. U � ‘ ,..,4•77,4k,--- -__„-1 �� -- a E-7608223.92537 4. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, I< 5 >1 , 1 �� ° ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0" p `� y j � � / r\- -I-1J-171--1 O 5. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, J w- ,,) ,�-,. O 'j" `i �� NOTIFY THE OWNERS REPRESENTATIVE PRIOR TO —I1 � ;,� INSTALLATION. 7 /' / � 6. INSTALL EXPANSION JOINTS AND SEALANT WHEREm\ � � �j �' O � i CONCRETE PAVING ABUTS STRUCTURES SUCH ASSITE WALLS, BUILDING EDGES, CONCRETE HEADERS, �� COLUMNS, FENCING STRUCTURES, AND FREE \� ��' 0 A �' STANDING STRUCTURES, TYP. j -- y� ; /A I v 77C��, , 7�� 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, - ! t-4--& 7- _ �:� �� TYP. ,/ � - __--- -7---/ S. DIMENSIONS TO AREA DRAINS ARE TO CENTER r - POINTS, TYP. > � / __ 9. INSTALL PATH SO THAT EDGE CONDITION CURVES 100%CONSTRUCTION DOCUMENTS ST -_ �/ ARE SMOOTH WITH NO KINKS. SURV BOU r l , SCORING AND EDGING LAYOUT NDA -__ �� �'� /� / V� RY, lyp �` 10. NORTHEASTING COORDINATES ARE BASED ON___ Q. I BENCHMARK INFORMATION AS GIVEN ON SURVEY. _, rte- _-rte REVISIONS N 1 SCORING AND EDGING LAYOUT PLAN SCALE: 1"=10'-O" _ 0 5 10 20 / SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 SHEET L403 ISURVEY BOUNDARY, r_ I 1 r-- --- I' LEGEND I' I ; I � 'I SURVEY BOUNDARY :I — PROPERTY LINE O S II CL CENTERLINE It 9 3 9'-5�" I ALIGN ALIGN 2 EQ SP 2 EQ SP II r~ PEDESTRIAN CONCRETE PAVING 8 ✓ I c i .1 •E EXPANSION JOINT i " J� Ir TOOLED CONTROL JOINT / I ✓ l ✓ -✓ -� EJ ► �� _✓ %✓�� POINT OF TANGENCY c �� �� �� ✓� i/ METAL HEADER s I,T ' ` EJ i v EXISTING TREES TO BE PROTECTED c 1 l �t � 0 �� \ j -- PERFORATED DRAIN PIPE �` \ � / �\ PVC DRAIN PIPE �� � VEGETATED FILTER STRIP DRY STACK STONE WALL TS r^ 3qg `V I 7 0 �� �� �1 �G, 0 . — ABBREVIATIONS � , �� ✓ 1 BOC BACK OF CURB 9 OREGON �� s i, `L , �� ✓✓ ✓' CJ CONTROL JOINT �� s�zoiay # s° -� `, ✓ �� !� A 1 DIA DIAMETER AAE ARG`' a .,, �r _� ‘i,------- --\ EJ� EQ EQUAL JOINT —)--,- / �� ✓✓ �1 �� _ fV �� / 1N/ EW EACH WAY �✓ — j� �� � 1 FOC FACE OF CURB ` � �� ___y'„ A� �— _� �� �� � 1 NO NUMBER �✓ /f � 11 POT POINT OC ON EOFERTANGENCY ✓ �� 4 R RADIUS ON. ✓ k� � � SP SPACES ' 0 O 7 ��\ \ TYP TYPICAL % 7 �f�- \\ N NORTHING �� LAYOUT NOTES ��F 0 1. THIS PLAN IS BASED ON A SURVEY BY HARPER � 0 I �� ,.,--,--------y z ,� 7 �- HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. \ NOTIFY OWNER'S REPRESENTATIVE OF ANY Z Q ��v � �� ✓I. �� O DISCREPANCIES IDENTIFIED ON SITE RELATED TO - V� 11 SURVEY INFORMATION PRIOR TO INSTALLATION. 7� i / = 7 F N I--1 j ��� 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE F- 0 0 � — Ov ✓ �� �� ✓ SPECIFICATION SECTION 01 56 39 FOR FENCING Z 1 V ✓ _✓ I ✓ �0 AND OTHER REQUIREMENTS. D 0 F < — 3. SEE CIVIL DRAWING FOR LOCATION OF UTILITIES. �°r}_- O � A \�✓ ..i x r�}✓ \ ��� / 4. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, O 0 Lc_ � L � R , �'/!�' v ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0" p \_ �-� -� " ° j i 5. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, J w ��/ �� \ � _1 ' .,f\� — NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO LL L' I / / 1 ` rte- k �"7> ' ca �? 1 -- INSTALLATION. D _a 7> - / A > N 6. INSTALL EXPANSION JOINTS AND SEALANT WHERE m \� Lam, -,/ ��✓ CONCRETE PAVING ABUTS STRUCTURES SUCH AS ✓ /»> SITE WALLS, BUILDING EDGES, CONCRETE HEADERS, �� = �� COLUMNS, FENCING STRUCTURES, AND FREE - v <\ j/ a STANDING STRUCTURES, TYP. 1 ��/ �� v � 7. DIMENSIONS TO JOINT LINES ARE TO CENTERLINES, I-- � ------✓ i 0 ® TIT. �� ✓ 8. DIMENSIONS TO AREA DRAINS ARE TO CENTER " ;/ 0 ✓ V POINTS, TYP. ✓ � �� ✓ ��� �1. 9. INSTALL PATH SO THAT EDGE CONDITION CURVES 00%CONSTRUCTION DOCUMENTS �-----H" �7 �_ �' / 0 ,'� ARE SMOOTH WITH NO KINKS. r � SCORING AND EDGING LAYOUT 7 '� _ ✓ 10. NORTHEASTING COORDINATES ARE BASED ON IO 0 MATCHLINE, A 1/L403 ,' _r BENCHMARK INFORMATION AS GIVEN ON SURVEY. )_-).__--- `1 \ ✓ ✓ / \ \ / ✓ 1 \ ✓ !� REVISIONS N _ 1 SCORING AND EDGING LAYOUT PLAN I\ SCALE: 1"=10'-0" 0 5 10 20 SCALE AS NOTED DRAWN BY REO DATE 07.01.2016 PROJECT NO. 1534 SHEET L404 LEGEND Q CENTERLINE ❑ 0 ALIGi,..-. -----.,,1/4, ALIGN F PEDESTRIAN CONCRETE PAVING No®, EXPANSION JOINT NormNorm TOOLED CONTROL JOINT • POINT OF TANGENCY r CENTER LINE m c ABBREVIATIONS m g BOC BACK OF CURB 2 .. CJ CONTROL JOINT DIA DIAMETER EQ. , EQ. f---1" �" EJ EXPANSION JOINT • "2 EQ EQUAL EW EACH WAY 15 1-o t FOC FACE OF CURB t2- 7 5 NO NUMBER 5'_2• t' /'-'2-t-t0" 2'-a" ' 4'-2- 6-77" 9'-77" 9'-73" 6'-73" 4'-2" 3'-"2" 2'-4" t'-10't'-4. I �i " OC ON CENTER IS'I r y r r r r r Y r yJ� 34 5 v POT POINT OF TANGENCY R RADIUS • • SP SPACES r ' N-647383.203289 TYP TYPICAL y OREGON E-7608226.306129 E FASTING �� 3 zoi9e �U AAIllrill 7._ \ \ N NORTHING S'C„PE 0\ to _\ -‘,- LAYOUT NOTES — 01 ^� 1. THIS PLAN IS BASED ON A SURVEY BY HARPER :,- ss- HOUF PETERSON RIGHELLIS INC. DATED 11/28/2015. ss- - -� W NOTIFY OWNER'S REPRESENTATIVE OF ANY -� DISCREPANCIES IDENTIFIED ON SITE RELATED TO -_� ^ — SURVEY INFORMATION PRIOR TO INSTALLATION. 2. FOR DIMENSIONS WHERE INCHES ARE NOT GIVEN, -� N-647362.847441 N-647415.066102 � f� 4,-- E-7608252.195204 I N-647388.956759 E-7608217.982383 _ ASSUME 0 INCHES, SUCH THAT 2' EQUALS 2'-0" E=7608235.088832 \ c. 3. IF THERE IS A CONFLICT WITH LAYOUT IN THE FIELD, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO SZ INSTALLATION. 4. NORTHEASTING COORDINATES ARE BASED ON Q g - BENCHMARK INFORMATION AS GIVEN ON SURVEY. CL a Z TO Z Q N-647394.710327 Z JO E-7608243.871486 6 m} - p O 0 J w D CO 100%CONSTRUCTION DOCUMENTS LAYOUT PLAN-CURB AT PLAY AREA REVISIONS SCALE AS NOTED - DRAWN BY EEO 1 LAYOUT PLAN - CURB AT PLAY AREA DATE 07.01.2016 Ya" = 1'-0" „Z PROJECT NO. 1534 01 2 4 8,0 SHEET L405 LEGEND �- ��-_ �\ _ +.J u" � 38�---- EXISTING CONTOUR . �- 387 PROPOSED CONTOUR __ ,p`l, _ _ _ _ '-.MATCHLINE$EE SHEET 1/L502 _, _ _ _ _ _ _ _ _ _ _ Q ,�" 485.00 SPOT ELEVATION :7/ (485.00)EXISTING SPOT ELEVATION - TC 5 0 14'' 8 PERCENTAGE OF SLOPE 539 BCIE .8 1 3 DIRECTION OF SLOPE SURVEY BOUNDARY o �� Y PROPERTY LINE a 544:1D EXISTING TREES TO BE PROTECTED °' h y�� e Y ��l PERFORATED DRAIN PIPE, SLOPED TO DRAIN O! 72. 4 40 TO DRAIN = , , PVC DRAIN PIPE, SLOPED O _ % p� VEGETATED FILTER STRIP o 545281_ CONCRETE CURB d ^; §45 81 54544..�� TC'`540.98 h BC 539.98 °� DRY STACK STONE WALL . ;Sf91 ;, �� TC 541.38 545.4 ��� �� BC 540.38 \ BASALT STEPPING STONES ilk© 545.91 �Q�, 545:74 ®� \ IS ® WATER FOUNTAIN ' �O �:`- 545.11 0A� • IE 639.53 D �� O`` 546 "` 55.35 ���� TC 541.00 HOSE BIB • 34 • s sas�o ��,� B ABBREVIATI ONS oae�coN90 C 540 59 p 546 14 ��, C 541.0• 90 � � s ELEVATION) 0 E A8 \ X46)24 �� 00 54 .3 � �®•� 540.69 BC BOTTOMROF CURB E ON IP '`Z".;" ARC'4 T, ��1 ®, .. .4 54g,2g , 545.50 ���• D BF BOTTOM OF FOOTING ' ��:;!\ BW BOTTOM OFWALL AR(RIM SATIONGRADE) 1 TC 541.46 CB CATCH BAS ( ELEVATION) 545.40 `544.9:v� ®� �`TC 541.19 CTV CONTRACTOR TO VERIFY i EL ELEVATION (547.83 �. ' ss 41.31 EQ EQUAL \ EX EXISTING \� �29 545,02' 544�� d1 15 FFE FINISH FLOOR ELEVATION 4% = 545.1 1 �, 8 H" 5 HP HIGH POINT -_ w ��� I IE INVERT ELEVATION --- �� ° 545.19 544.70 I ' ,.. LP LOW POINT 5A.5 MATCH MATCH EXISTING GRADE ° MAX MAXIMUM SZ j �� 545.09 / 44.+9 MIN MINIMUM � z �� 544.98 RIM RIM ELEVATION Q \ 44.65 SIM SIMILAR a II 44.73 �� TC TOP OF CURB 00 545.00 0 TF TOP OF FOOTING z ,Av \� TW TOP OF WALL (FINISHED) - ? S �\. 5 TYP TYPICAL Q )' 4�3 O C7 O PI . C° � 1 \ x 0 ‘, S 1 F � `� GRADING��OT BASED ON A SURVEY BY HARPER HOU � ,� ,' a v ', /- �d� PETERSON RIGHELLIS INC. DATED 11/28/2015. NOTIFY U , cS- ''‘d,,,,, 4� c Y p OWNER'S REPRESENTATIVE OFANY DISCREPANCIES \ } �'V DENTIFIEDRONRSITE RELATEDTONSURVEZ ,__i O �( INFORMATION PRIOR TO INSTALLATION. E2 1 \ _ / _� „(J, 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE J SPECIFICATION SECTION 01 56 39 FOR FENCING D V O 3. SET STRAIGHT REQUIREMENTS.N GIVEN ELEVATIONS AND OTHE GRADES BETWEEN a UNLESS OTHERWISE INDICATED. 1 V d 12 /) 4. GRADE BREAK LINES ARE SHOWN GRAPHICALLY TO ,o ILLUSTRATE DRAINAGE PATTERNS, AND ARE NOT INTENDED TO BE ACTUAL JOINT LINES, UNLESS THEY FALL ON �- TYP ��, IE 533.67 5. SEEACIVILNJOINT DRAWINGSCFOR UNDERGROUND UTILITIES AND SURVEY BOUNDAR{, 6. POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AT , ' DRAINAGEENSURE 'S-- ------�_ 1% MIN. F ,� 100%CONSTRUCTION DOCUMENTS FEATURES. -_ 7. ELEVATIONS TAKE PRECEDENCE OVER LANDSCAPE GRADING PLAN SPOT i o CONTOURS. --�_ 8. PROVIDE 2% CROSS SLOPE ON ALL PAVED WALKS, TYP. _ ---N.----------- �� 9. DO NOT DISTURB AREAS NOT TO BE GRADED. \ \ 10. ADJUSTMENTS OF SOFT SWALE AREAS ±2" MAY BE L--;LNECESSARY TO IMPROVE DRAINAGE. THESE ADJUSTMENTS SHALLBE 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 FOOTING ELEVATION. 1 GRADING PLAN Plan „-\I 12. CONTRACTOR TO VERIFY EXISTING GRADES AT ALL SCALE: 1"=10'-0" 1'-10'0'0 5 20, / 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. 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. ��O 15. ALL PATHWAYS TO BE SLOPED AT 5% OR LESS UNLESS OTHERWISE NOTED. LEGEND I SURVEY BOUNDARY,_TYP_ - ----387---- EXISTING CONTOUR - r I 387 PROPOSED CONTOUR W W 485.00 SPOT ELEVATION I I'_,- Id,IIJ (485.00)EXISTING SPOT ELEVATION N 3.85%PERCENTAGE OF SLOPEg I- i I TC/BC 530.50 1 DIRECTION OF SLOPE a to/BC 30.50 ,I (TC 530.55) TCB 530.50I� (TC 530.50) SURVEY BOUNDARY i o �' (BC 530.09 ' BC 530.12 -___ PROPERTY LINE (530.59) , ,,- � (530.35) �':'`� EXISTING TREES TO BE PROTECTED I BW 530.69 - ' 533.00 ��SLOPE AT A MAXIMUM OF 2:1 TO TW 533.00 531.00 / MEET EXISTING GRADE. COORDINATE w --8 530.60 ,--,__ BW',53O.-6 WITH PROJECT REPRESENTATIVE. - ._. DRAIN ec oO o __ _ TO DRAIN ., -- _�- -- ,........ ,..,.. .......\..0.... 53 PERFORATED 31.00 : � 30.60A ����_ � �-_ PVC DRAIN PIPE SLOPE a , - -- __ VEGETATED FILTER STRIP D �� CONCRETE CURB � �'�-5 DRY STACK STONE WALL TW 333.00 BASALT STEPPING STONES _ O O BW 11 ® FOUNTAIN 5.32.00 ��� WATER FOU �'�� - _,, ,,rz 0 ' /-II,; _, ,, ", Al .,, HOSE BIB , �. k 1_ ABBREVIATIONS r" TIONS - , - _ / I ' OREGON / y \ - 3/20/96 r i %` , ° � lI AD AREA DRAIN (RIM ELEVATION) ���qPE A �� ` BC BOTTOM OF CURB o_, �" z o BF BOTTOM OF FOOTING '1 ) ''''': ' BW BOTTOM OF WALL (FINISHED GRADE) .' CB CATCH BASINELEVATION) �� Tl (RIM ON) , EX EXISTING D` AT �_ Sib 1 CTV CONTRACTOR VERIFY �.i I 533 �" 1 ELL ELEVATION ss 1 E EQUAL U , 41111P x� FFE FINISH FLOOR ELEVATION 26 � I I A HP HIGH POINT _ ,k X33.10 IE INVERT ELEVATION O j R O LP LOW POINT 33. 0 \\ , � - ,\ MATCH MATCH EXISTING GRADE \ MAX MAXIMUM 3 �) Q QSZ MIN MINIMUM �� I I n �z_ RIM RIM ELEVATION�C �'' SIM SIMILAR _ O _ _ � � TC TOP OF CURB TF TOP OF FOOTING Z � " -N 0 �� TW TOP OF WALL (FINISHED) - Z TYP TYPICAL 33 . , - _ it �.4 _ S`/y_ Y/ S`. J LL ° 1. ON A SURVEY BY HARPER HOUF O m �. 0 S" `, GRADING PETERSON RIGHELLIS INC.NCDATED 11 28 2015. NOTIFY s. Aj -y' o O OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES p o-_ o SURVEY Z �- INFORMATIONPRIORRELATED TO �, ' �x 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE SPECIFICATION SECTION 01 56 39 FOR FENCINGD �� �_' O o AND OTHER REQUIREMENTS. m 7�? �,� h") 3. SET STRAIGHT GRADES BETWEEN GIVEN ELEVATIONS - 4. GRADESBRTHERWINE INDICATED. SHOWN GRAPHICALLY TO j � �� :41115� ILLUSTRATE�DRAINAGE PATTERNS, AND ARE NOT INTENDED 5O h TO BE ACTUAL JOINT LINES, UNLESS THEY FALL ON `, EXPANSION JOINT LOCATIONS. ", 5. SEE CIVIL DRAWINGS FOR UNDERGROUND UTILITIES AND saw _ `. ` DRAINAGE FEATURES. cJ�_ 6. ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AT `_ 1% M N. 7. SPOT I ELEVATIONS TAKE PRECEDENCE OVER LANDSCAPE 100%CONSTRUCTION DOCUMENTS , - - - GRADING PLAN N.S � 7 , 8. PROVIDER2% CROSS SLOPE ON ALL PAVED WALKS, TYP. , T Q %_ 0 4j� MATCHLINE, SEE-SHEET 1/L501 9. DO NOT DISTURB AREAS NOT TO BE GRADED. - SOFT E WALE 1 T`\ �\ - T -- - -0\-\ - - - - 10 NECESSARYTTOOIMPROVES RANAGE. THESE ADJUSTMENTS �_`_�• •• SHALL BE DONE AT NO COST TO THE OWNER. REVISIONS 11. BOTTOM OF WALL (BW) ELEVATIONS EQUAL FINISH NSURFACE OF PAVING OR FINISH GRADE, NOT TOP OF 1 GRADING PLAN FOOTING ELEVATION. 12. CONTRACTOR TO VERIFY EXISTING GRADES AT ALL SCALE: 1"=10'-0" 0 5 10 40„ 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 sEO 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 L OTHERWISE NOTED. + < " MATCHLINEEE SH 1 L602 •' o— . . . ": . . . . : LEGE ND * + ' DRAR (7) - SURVEY BOUNDARY ,- +* **.* , + POMU (7) ---- PROPERTY LINE/RIGHT-OF-WAY DRAR (17) + , + + * * * , Y P o * * • - DECE {7) 2 THICK MULCH LAYER, SEES ECS NE R *'* * . • I � RUV 27 t .•.•.- - - - • CONCRETE CURB C * A . . . .• fp DRY STACK STONE WALL c • • ,/ .,'4' *' '*`* • • •' • lmi • BASALT STEPPING STONES .t= =� 1K �. �'' •. .. .. . C BOULDERS O, * Itt45,4, . i� irar0 WATER FOUNTAIN W ` O- vw'•e•GT`vei• -•. >�7110 1 O - * * , , + ' > ">� .>X- HOSE BIB �L .. —i i i METAL HEADER ��"3 /' - PQ ( .' ll.Ala � a ��1��1���. -- PERFORATED DRAIN PIPE 0 MAAQ (3) ti• . . . . . . . . . . . . . . . . . . . . . SPSP (3) ,)*+*'+���6\/�/—iir •�%. FRCH (180 ' Y ) • . . . . PVC DRAIN PIPE O '. -��. '���' DECE (15) \.:.:... EXISTING TREES TO BE PROTECTED 5``•� %wa_-. 1' �. . = O ARUV (85) A,W O 0 SPSP (3) '-/V,�/��iw`ii1�•< . ` t F . . . . . . . . . . . . . . . . . . . . 4. AGBL (8) .431,44114,17."4011:40.1: ,'„ SEE L603 FOR PLANT SCHEDULE AND PLANTING 4,...1.0-‘,..,.....," • �`p���, `PE Age SPSP {3). ' * + + , * **InIAF ��QO NOTES O ` 4 **416696,71116.96. -40 LAWN o_ o 1 .14.4:`ii. AO v/`Irs ''iaDRAR (9) MAAQ (5) ��r o Implkw> .1111:1....r, rifi MAAQ (11) Jit%%r� vi. RISA (1) DECE , ��t.:1� II1OO ACMI (11) 9) i 4�` r 1111,' LUPO(5) �� AGBL (7) —'i' o '�i'�� JUPA (73) • o y�;St u1\I// �\ - 1111 % 110 010 O �����.:.:. . o PESE (6) DRAR (6) t '��-h11 T c/,!1. - . 5.6 II O ' VAOV (1) -` x� •'r%�I y ' ' ' ' ' ' L710 LIDA VEGETATED FILTER STRIP TS t. j \ \ ARUV (63) �aft��%we., 0 LI��� LUPO (10) CL a. 1 i \ • 6wfi�� V ��!�. . . . . . . . . .. ' • PESE (6) Z Q RISA (3) .� v" 045.l''�e'i•. ,- r I \ 0V.(2�' . . .. . . . 7o - POMU 1 VA 0000Y�► 11���_ (6) C9 MAAD (8) y%%1p1/1/ z L O O O t Oo o o z - O O . DF (3) 1 - 0 •,•. SURVEY BOUNDARY. T(F /- - ;_ . . -- - 100%CONSTRUCTION DOCUMENTS _- • -- - -- --- -- - PLANTING PLAN \ i__ ? 13 REVISIONS N 1 PLANTING PLAN iwril 40 ... SCALE: 1"=1 0'-0" 0 5 10 20 SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 PROJECT NO. 1534 SHEET L601 SURVEY BOUNDARY, TYP ----- - - 1 LEGEND \ _ I 1 SURVEY BOUNDARY8 r 1 ---- PROPERTY LINE/RIGHT-OF-WAY ' I a,', , , ,' 2" ' a ' -THICK MULCH LAYER, SEE SPECS ° CONCRETE CURB c a �- ,^i_ DRY STACK STONE WALL N DRAR 11 c I : POMU((3)) ��� $ BASALT STEPPING STONES t - ��: RISA (1) o �.�_ ..� , �1t`!tT>XI\��1 �p BOULDERS °O _'__" _ S \ __`> ���. _ ® WATER FOUNTAIN - •=a. • ��-��� — _ "''" HOSE BIB \ limo MAAQ (5) I i—i—i METAL HEADER DRAR (4)_ ° �* \ � 0 POMU`(3)': PERFORATED DRAIN PIPE 4' PVC DRAIN PIPE MAAO (�) �� I EXISTING TREES TO BE PROTECTED cpts 1 � DRAR (3 - Sas 0 • POMU (3) 0 " � F 1I OREGON + 1 a' FOR PLANT SCHEDULE AND PLANTING E pg /96 1 SEE L603 �4A C — A NOTES a , + + + , , t « _ I _ a + + + ,. .+'+ t , + .-:-: 11 = 1t - t + , + a • \ . 4 O a •.•a sz+ • 0 o a Q ,� + Lc - - - + + , • O + , - + + �i �a + a - � Z: a + O, t + a a - - - ' ' + OU« + + J + t « a , + , i tas ♦ + « •t + •+ a •• a • • • a f + • a + • s y ♦ t ♦♦ Via' . . . . . . . . . . .. . . . . . . . . . . Q W , � ; + a __ + + \+ + O+ a + + a ', •± . + 100%CONSTRUCTION DOCUMENTS �- '+0.0+ .0' --- v U ` PLANTING PLAN , O MATCHLINE, SEE FLEET 1/L601 O i`V`� i- +:-.:,<:+1- \ . , l','V ��,� . \. 7/ ' • REVISIONS N 1 PLANTING PLAN SCALE: 1"=10'-0" 0 5 10 20,� 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 fi PM Pseudotsuga menziesii Douglas Fir MIN 2' HIGH (FROM 3 AS SHOWN TOP OF ROOT BALL) F SHRUBS LWJ MAAD Mahonia aquifolium 'Compacta' Oregon Grape #3/CONT 34 36" O.C. o RISA Ribes sanguineum Flowering Currant #3/CONT 5 5' O.C. a © SPSP Spiraea splendens Dense—flowered spiraea #3/CONT 9 30" O.C. N c 000 VAOV Vaccinium ovatum Evergreen Huckleberry #3/CONT 3 5' O.C. r- O e rn GRASSES, FERNS, GROUNDCOVERS AND PERENNIALS Si ® ACMI Achilles millefolium Common Yarrow #1/CONT 20 18" O.C. D AGBL Agastache 'Blue Fortune' Hybrid Hyssop #1/CONT 15 18" O.C. iiitiMI 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. IS� 1 FRCH Fragaria chiloensis Coastal strawberry #1/CONT 181 12" D.C. 3as e POMU Polystichum munitum Western Sword Fern #1/CONT 32 36" O.C. •• SEED MIXES r xU t'LaKgo d F» 7,2.;‹) y OREGON 1-::-'-'-'-'-J LAWN Festuca roemeri Roemer's Fescue RATE: 8 LBS/1000SF 6931 SF 'fid 3/20/96 PLANT SCHEDULE - VEGETATED FILTER STRIP 900E ARS SYMBOL ABBR BOTANICAL NAME COMMON NAME SIZE/CONDITION SPACING GRASSES AND PERENNIALS k\\,�c 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 PETERSON RIGHELLIS INC. DATED 11/28/2015. NOTIFY CAL CALIPER Q Q OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES CONT CONTAINER CL a IDENTIFIED ON SITE RELATED TO SURVEY INFORMATION DIA DIAMETER z PRIOR TO INSTALLATION. DBH DIAMETER AT BREAST HEIGHT z 7(Q 2. PROTECT EXISTING VEGETATION TO REMAIN; SEE SPECIFICATION EQ EQUAL SECTION 01 56 39 FOR FENCING AND OTHER REQUIREMENTS. IA HEIGHT I- 0 MIN MINIMUM I— 0� 3. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, WELL MAX MAXIMUM ROOTED, AND WELL BRANCHED. ALL TREES MUST BE FREE OF NO NUMBER P ?p INSECTS, DISEASES, MECHANICAL INJURY, AND OTHER O.C. ON CENTER ,.., } OBJECTIONABLE FEATURES WHEN PLANTED. ALL PLANT MATERIAL SIM SIMILAR O O U SHALL CONFORM TO "AMERICAN STOCK STANDARDS" LATEST SL SEEDED LAWN C EDITION. SPECS SPECIFICATIONS L p 4. ALL PLANT MATERIAL TO BE APPROVED BY OWNER'S #TYP CONITAINER SIZE w REPRESENTATIVE PRIOR TO INSTALLATION. SEE SPECIFICATIONS. J ._ 5. PLANT SPACING SHALL TAKE PRECEDENCE OVER VALVE BOX P 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 BEO 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. 5" ENGINEERED WOOD FIBER - SEALANT WITH TOOLED SURFACE PEDESTRIAN CONCRETE PAVING, SURFACING, FLUSH WITH TOP LIGHT BROOM FINISH, SEE SPECS • / ���� .Q�•,�+f�,, OF CURB. SEE SPECS BOND BREAKER TAPE TOOLED CONTROL JOINT, � o EXPANSION JOINT FILL }q' TOOLED EDGE,Ya" RADIUS TYP. �% ,';�O�Qf�;;��;; w GEOTEXTILE FABRIC, CONT., SEE NOTE 1—� MATERIAL, SEE SPECS 1"� Ya" RADIUS, TYP. / < )e1���� . ,.�O�g!p�� Q LAPPED 6" ONTO CURB • 11,_ ADJACENT SURFACE VARIES, SEE O /�� ������ ��•fQ A a MATERIALS PLAN •11_ .1•. �Q�a�7�L+4� A DRAIN ROCK, 12" WIDE MIN., a a } ° d a \�' �'\'\�' — C �f�-�I,f�e DEPTH VARIES WITH DEPTH OF i ° ° / //\//\/O _ ° �%%a'''�'+' N.a�fPIPE, WRAPPED WITH GEOTEXTILE rr 4 a ° 4 ° O \ \ \/ NOTES: I III 1 °� '. ' FABRIC, SEE SPECS a a �p /\/\/\ 1. SEALANT DEPTH: MEET SEALANT c° I °_ _ a \' \/\/\/ MANUFACTURER'S REQUIREMENTS — 3" 4"0 PERF. PIPE, WRAPPED WITH` u . `Jv u v U0 " kUvUw4. / /i /\ FOR Jahr DEPTH. 11011• , S UUP OOL/0 ( 0 w I a / / / _ GEOTEXTILE FABRIC, SLOPED TO t =JO�oo 0 vD O00000 Dpi O00 O0 10 \ \\\\/O%\ 2. INSTALL EXPANSION JOINT FlLL I— • DRAIN °D 0� 3,n •- 0 � . 0 - 0 OO�oQ Dpi L/ v ui" /\/ MATERIAL TO BOTTOM OF 1. - .. co/� 0 0 0 10 0 D �� �� o OU oo u �/ ° O Oo;, 0 O 8 O O D O � O O f► \ ° a ._ (2) #4 BAR, CONT. 0�O� p�OOOOO O� 00 00�� 0 � �-O��s"-�,`_,� � �/ 3. NOEA SH HERS ON TOOLED EDGES. � � /,D o00�� +tr00 00000 0000 0Oa OOO(DO o O iO • o•0I o /\ \ 1 -- .-�0 . 000 1 0 0 0 �r- O •�. O p�0 - OO .00D D O \ o O ri n.O Oi• •-1 _OO D D O DpO O pO / / O OC COMPACTED AGGREGATE D O HOOD 100 0000 O O�OOO OOO� G WP e COMPACTED AGGREGATE BASE 1O� OOO . �0�00 BASE COURSE nn^S �n�� n( n 0O �n �OOO oO�O o� (0 O /\/ COURSE, SEE SPECS Le�ob�00 1,� DogO�\ IIIIII III—IIIIIIIIIIII IIIII III—III III III—III—III— ► 00 0 OOO �OO� Oo\\/\ ♦ ,�_ �l �0�- O�n - I- COMPACTED SUBGRADE -1 O —111 .D O n O /� k i=iii iii—iii ' iiiiii—iii=i -1 I II I I °_0 ���r_�O�PP- i---�I 1 11-11K —111-111-1 COMPACTED SUBGRADE III—III III—I I-1 I 1 III—I�1—��1 111 I s' 9' 1'-0' / qSr^,T`�'�r�'�� 345 / EXPANSION JOINT / i TOOLED CONTROL JOINT if 4' THICKENED EDGE 1 CONCRETE PAVING Section 2 CONCRETE CURB AT PLAY AREA Section '• 1,04,go 1/4'.1'-0• 1-1/2•.1'-0' �' OREGON d 3/za/96 s Cl/3E A FINISH GRADE OF CONCRETE PAVING EXISTING PAVEMENT Alk LEVEL 2 POROUS ASPHALT EXPANSION JOINT. SIM CONCRETE, SEE SPECS w • %/ SAWCUT EVETAPER EDGE OF ASPHALT PAVING z Ji-IN RADIUS, TYP. AND BASE MATERIAL AT 45' Wks" \ /� i (3 )" S2 ECTION)H DENSE HMAC B• C.I.P. CONCRETE CURB, LIGHT FINISH GRADE, FLUSH TO Ya"t / BROOM FINISH, SEE SPECS • ,� BELOW FINISH GRADE OF PAVING 74er \�/\�/\�/\/\�/ i ��� •I `-V -1 3 4"-E0) COURSE IQ 00 o O�O: 3a" MINUS CHOKER COURSE, m OOv �OOpD OO`� 0 .r 7" AGGREGATE BASE COURSE SZ IN ASPHALT PAVING AT WOODSHIRE DQ O�� OOO` •411‘\/\/\/\ Oc 0 O' ,. �Oe t iv_ ,\ /\\/ CLEAN, CRUSHED ��QO�OO���OOO°�t� (1-1/2"-O) Ce � LANE . O OO o� sc ��, O O tom.,, ,,`\ Ya"-2" AGGREGATE BASE COURSE: Oo O o OO O 0 ►00. 4 '� � ���� OY` `//\/ CLEAN, CRUSHED, SEE SPECS jaoO 0 coon O�oQo a ';Q,o a Ooo0o0a�0o o./\` NON-WOVEN GEOTEXTILE FABRIC, .to.o Q� �O���O�Oo Z A 01 O 0 0��. " j/ SEE SPECS • Z z O �/° �� O�r0000 —1 — 1=11 —I I I-111=111-1 —1I Q o� — a���I„O�` -COMPACTED AGGREGATE I Hi' 11 1 O K1 I O —O — I UNCOMPACTED SUBGRADE COMPACTED SUBGRADE III—III—I —III—I — I— O 0 _ BASE COURSE I OI I f l i=111711. OI OI 1-111=111 .1110 OI 110 Z o 0,--,011017.(----7 1Jp,O� ,'� NOTE: 117_, 111-41 9'TPP -11 f- 1. PAVING THICKNESS TO BE 3)" THICK UNLESS ADJACENT 0 ~ EXISTING PAVING IS THICKER. MATCH EXISTING IF THICKER. C U 2. VEHICULAR ASPHALT PAVING TO MEET CITY OF TIGARD L 6' DESIGN STANDARDS. J z 3 CONCRETE CURB AT WOODSHIRE LANE Section 4 PERMEABLE ASPHALT PAVING Section 5 VEHICULAR ASPHALT PAVING Section 1-1/2'.1'-0• 3'.l'-O• 3'.1"-0" CO BASALT STEPPING STONE, 2 ENGINEERED WOOD o SEE SPECS L701 FIBER SURFACING SAND SETTING BED, SEE A cl —ADJ.PATH SURFACE FINISH GRADE OF 12"DEPTH COMPACTED— SAND CD —CONCRETE CURB ECS WOOD FIBER SURFACING;INSTALL LEVEL, w 2"MIN.BELOW TOP OF CURB COMPACTED AGGREGATE THICKENED EDGE, TYP. —EXP.JOINT 6" BASE, SEE SPECS z THICKENED 2 —CONCRETE 1"TOOLED EDGE COMPACTED SUBGRADE 100%CONSTRUCTION DOCUMENTS `O ii RAMP RADIUS EDGE r 6 MIN SITE DETAILS CONCRETE RAMP 7 1 I SLOPE11MAX TYP 1 REQ'D �/ I ' \ 111111 Q_...,, ,r\ ..:.. 1.../47.)‹. © f; COVER � SIO���ol��oo��0 0 �����( CONCRETE CURB „ • DfoO�00000 OCbOQO0�O oils06 REVISIONS � 1�i� I I�I ►-� �r fl-n ��o°�OOo°�v ���Oo o�o�0ll0c 0 EXPANSION JOINT 4"MIN. 2"MIN. AY AREA Sr. OR 3/4"'-0"COMPACTED VARIES= �.Qfa.,�ga��ho�t��ft0e_�_��0 0 PERMEABLE COMPACTED SUBGRADE CRUSHED ROCK BASE —_ III III— — — lig ASPHALT PAVING MIN.2"DEPTH DRAIN ROCK WITH NON-WOVEN GEOTEXTILE — — O O —111— O 0 O L FABRIC TOP AND BOTTOM;INSTALL LEVEL TO RECEIVE SUBGRADE— III—III—I —III—III—I —III— SCALE AS NOTED A' UNIFORM DEPTH OF WOOD FIBER SURFACING,TW. SLOPED TO DRAIN 1-111—III-111-111-111-111-111-111 DRAWN BY BEO DATE 07.01.2016 5'—D" PROJECT NO. 1534 SHEET 6 TYPICAL PLAY AREA RAMP Plan 7 TYPICAL PLAY AREA RAMP - SECTION Section 8 BASALT STEPPING STONES Section ( 70 1 NTS NTS 3' OL•1'- ' I NOTE: A. -1/3 OF COLUMNS TO BE 24"-30" DIAMETER 11111 CONCRETE PAVING -1/3 OF COLUMNS TO BE 18"-24" DIAMETER ®' -1/3 OF COLUMNS TO BE 12"-18" DIAMETER Y4 10 CRUSHED ROCK PAVING, SEE SPECS B. FACES OF COLUMNS TO BE PARALLEL TO THE FACES BASALT COLUMN, SPECS " OF ADJACENT COLUMNS. 'w1":4:711-9.4t;:717741°4 :.2-w.1 •v 4L r.l ••�y.I IU�•.0 v'.1�e r .)�• r 1 I •;: •1l ,?•,v.V vie 1 i .) .e .. -'- ��+546 31 +546 0 • rr 11 r�! .e i• i,. 546.08 0 ►U ,• v .• '�+546.1 v.. a :�...... ��'�,� .� +546.4• 21 . 4,?-0,�•�pd' ,fir ' vva . -^, •''" ,+ . ,, +546 OS f ' ; w e +544.58 • "+546 5 v +546 41 ,i+546.178 ® 546.0 ,_,....0-.VP. 1 +545.0 +545.10 +544.83 ' +545 •42'1 ..y.- • • e r• sI �" ••+546.17 4761,4:',,,.;,.,,,..,,,..„,„, 1.1 . r ,+5462 +5451► ♦•;•�.. _•._. '` •'• • .o ,.n • .a' e .r e +546.33` '• +545.0 .c r/r -,e °'-+546.00,. ''+545.1 !� +543.5 i, f •_-, �,+54383 •;• , , � +54521,/ +5453 PA ci • 1. +543.71. 'yl,�„_- :Ia +545.4a .;:, +546.33 `546.33 . i ' �� +544.00,/÷543.75 :' I, doi+545.0 n • .>546.17 ;__ l •. .l .e re ,v .1 Olt' e . +543 758 +544.00/ .v .Ii1 • ' e .0 .► iUvi• .O • .rl ♦.�� So .r ,. . ..l +543.83 PA '"+544.83 '• re:e�.e ,• H.�'. .v..,+= -.:iel.?iev .l .II v4iv . ,4% .► •'_", . PA _.,e►;._• .,n.x4,)•e ,• r� a •w >•„\ 545.10 "' a•' ""' ' ®PERMEABLE ASPHALT PAVING IS 395 � 1 BASALT ROCK OUTCROPPING Plat R B-' OREGON ,{J 3/8'.1'0' 2e) 3i20i9e thi] E AR` BASALT COLUMN, SEE SPECS 1 L701CONCRETE PAVING, BEHIND 4 PERMABLE ASPHALT PAVING L701 PLANTING AREA - 1 � . p _ , , , ‘,1 , _ + 4 ' _ ,_\-,-- II 1111P - I ,_ L_ L -1- ', ce 5431 - A_ • T- -., a - M - - MI - z r NOTE: z z TOPS OF ALL BASALT COLUMNS _f Z Q TO BE WIRE CUT AND THERMAL 1--- O 0 FINISHED. Z '= LL D Jo OCD 1- OU o -J w 2 BASALT ROCK OUTCROPPING Elevation J tui 3/8'.1'-0' CO z s 1 CONCRETE PAVING i 6" MAX. JOINT o O� d �t BASALT COLUMN, SEE SPECS • x Ya 10 CRUSHED ROCK PAVING, SEE w LANDSCAPE BOULDER, SEE 00%CONSTRUCTION DOCUMENTS SPECS = `T"�c.UO' � SPECS SITE DETAILS V 3e. mil4 PERMEABLE ASPHALT PAVING FINISH GRADE EV,= )O�oo� o° CD L701 - I-111-111 .3,0.: , _ _ ;vviv411-/X/vvvvi g -I 11 I1 3, / / r 111-III 'p� Uetri° p{' o ' \/ � \\- BACKFILL AMENDED TOPSOIL REVISIONS • /\/ ,--,411W,--.7• C)0 o�oO ' \ \\ Doo �p o� ooa __. it �11 -O0OO�O�OOO�Ol i 1'�0 -z % // (21-'0 �Qap�0pp-�� // COMPACTED AGGREGATE _ ,...0111 et - \+O! ` oma -7`./ n�0_D �_�L_ ' BASE, SEE SPECS io, i iii. �. p C� 1 I I 1-=- - -00O1op"�i c��9��C� p�•O` h-I I f��l i=171-1(1 _ _ D� O` )� IH I�-I I-I 1-, I I I=111- 11- - 1- N-, EXISTING SUBGRADE -�1-I 1 1-111-1 I-1OOo 6b00 0 _ 11-1 11=1 I I-1 I III-111=-111=W 111-11 -III-III-III ��O�gdpOOOo- ),,,c-3==c) -III 111 III SCALE AS NOTED NOTE: -111 111 111- _ _ _ ♦0 � I-I _I- - - _ 48 000o / VARIES / DRAWN BY BEO TOPS OF ALL BASALT 11-111-11 III O OO S 11=-111= COMPACTED AGGREGATE DATE 07.01.2016 COLUMNS TO BE WIRE CUT '- 1-1III 1 I c�iT-� c9-1 I 1- BASE, TYP. SEE SPECS AND THERMAL FINISHED. -111H _ � ,I+� I' PROJECT NO. 1534 I,VIII 1 111-1,�� COMPACTED SUBGRADE SHEET 3 BASALT OUTCROPPING Section 4 LANDSCAPE BOULDER Section L 702 3/4• 1 1 .'-0' 1'.'-0' 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" L7D1 CONCRETE CURB A' - +24" W - +12" A" - +30" X - +12" 8 - +72" Y - +12" C - +18" Z - +24" D - +24" BB - +10" e L - +42" CC - +12" E M - +30" DD - +8" N 0 - +30" EE - +12" I�-LOG ARRAY CUMBER, SEE VERTICAL LOG aill P - +54" FF - +9" SHEETS 705-707 CLIMBER O O - +36" o, U - +18" Alk v V GUARDRAIL _-----=f 5 VERTICAL CLIMBING _— L707 FEATURE C CC A r __--- �`'_ _.4 �i Q = FALL ZONE, TYP F s'_0" J` f r E~ D B TYP. , � 3/20/ L, C BB 64' , q -A---------- -- I v Q ' _ ADA CONCRETE CURB RAMP L701 z z I ' Q _ Q -- \/ Zo 1 PLAY AREA - MATERIALS ENLARGEMENT Plan m O 1/2"-1'-0" 0 LL V Bull Mountain Park o tog Inventory Z Longo Hansen Landscape ArcMlecis J LU ��/ f 55262016 i l I CAD Key Lou' Number]Species'Original Length Domeier Cut Length Comment CIO 1 I i7 r A Log 1 DougFir 25'6- 29" 5'3' Vertical Log Climber I lV - A Log 1 (Doug Fir 25'a' 29' 4'-0' Vertical Log Climber �1' A" Logi lDoup It 125'6' f� Vertical Log Climber (///c1„,/ / (�jl.�I 6 Log 2 Doug FY 25'5 Vertical Lag Climber / � / C 109 3—_ IDoup FF 21'a' �� Vertical lop Ctlmber /n, -7/—/,(—I.11— D Lop 4 Doug FY i2l.2' S6 5'-0' Verticatlog Cltnbor b l J �'I" E Log 5 Dog Fr 116'6" 11" ASIS Log Array Climber ii 11 i1� 110 9: ILog6 _ [Doug Fir'133' _9" ASIS Log Array Climber Log 7 !Doug Hr ,41111e / I ,/ / /© M.— L7: 8Douggt'221- 8" 11'9' log Army Climber�� � 3" 8'-8" Log,4roY CI robeId- log Array C6rrlber100%CONSTRUCTION DOCUMENTS 91 " 1 � � j10 oaagFt;1a1o' 910-vLapan,vaimbe;" d�'.aK11IDcupFY 10'3" 9NOT USED 1' 1j► L12 SITE DETAILS Iib g Fr i5'S` 71" AS IS Vertical lop Climber 0 M Lop 13 IDoup FF i d'7' 12' ASIS Vertical Lop Climber N Lop T4 iDoug FY�4'S" e" NOT USED O Log 15 !Doug FS !4'3" 10" ASIS Vertical Lop Climber .'r �'F- P Log i6 [Cedar �i0'lp' 2T -0` Vertical lag Climber ✓ ® O lap/7 Ced 177- Log TT 36" 6'-0" lop Support REVISIONS AIL `fir Log 18 [Cedar 16' ...._ 49' Far Artist -. . T Lop 19 'Cedar S' 49' For Artist Log 20 Cedar i5' 1 for Artist U Log 21 !Cedar :5' 3T' 3'-6Vertical Log Climber ✓ Log 22 ICedor 14.6 20 AS IS Vertical log CFnffier. W Log 23 (Cedar i3'3" 10" AS IS Vertical Log amber Log 24 .0 dor j3.3' 10 AS 15 Ve lIcol Log Climber Y Log 25 'Cedar 13.2' 10 AS IS Vertical Log Climber SCALE AS NOTED 2 PLAY AREA - ELEVATION (FOR REFERENCE ONLY) Elevation 1 Lop 26 Cedar l9'2" 2S' A515 Verticallop Climber DRAWN BY BEO 1/2"-1'-O" AA Log27 i Cedar 3' 3? NOT USED DATE 07.01.2016 BB Log 28 ICedor 1.3' 23 AS 15 Vertical Log Climber CC log 29 !Cedar i2 19' ASIS Vertical Log Climber PROJECT NO. 1534 DD Log30 !Cedar '3' 15' ASIS Vertical og Climber SHEET EE Log 31 'Cedar 13' 14" ASISVertical Log Climber FF ----.Log 32 .-...-.-- Cedar 3' -_--. 13 -._._....-AS IS.-.___-_._-Vertical Log Climber Log 33 Cedar 13' HH ®— L 703 HH Lop 34 ICeda 13' B Log 35 ,Cedar 13' 12' for FBA* 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' ffi � aaa������7'• r k10 .ii 77, I � I I I I I I I I I I I I I I r 0 01 I I I I I I I I I I I I I I I I I I I i I I I I I I I I y Ts i I I I1 - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - 395 — - - - -�- - - - " F., OREGON O , 3/20/96 EGON 1PE 0CEN1ERPOINT OF LOG, TYP. AllhiL I I L II I � I '' I - - --BIN EYOUT;-OF-VERTlCikt - LOG CLIMBER(HERE. - L_ CIO" FALL ZbNE, TYP 1171...ftftaiwilits....--.4.111111W ' -r 48)-* - 1 - •09 - -- - - f - - -1-- - 8' I 1 _ 1 4;–1 WIE 1 1 Ir.—1,7 i I imi ir r 4 i 11W--.I t 1 4__ ./ 12' ---- _! _ iv , - 12' z Q 111 1 ---NerIPP111111...- ; 1 1 ---1__ -"41111111111W , 1- �_ -firI z J Q Oo Z —i W J � IH I I Illillillill 20' - - - - - 1 - I � I-- r - - - I - - - -- _ � 20' I 1 -L-_ L ____L_ __L_- __l____ J -r__I_ _-L_ __I_- L ____1_- --J.-_ __L__ _I --1-_ __I__- L ______L_ __I__ -1- 11 ( 100%CONSTRUCTION DOCUMENTS ,�' J--r- SITE DETAILS ' I 1 I I 4i•' I tr 7"�3!7• I I REVISIONS 0' 4' 8[ 12' 16' 20' 24' 28' 32' 36' 40' 44' 48' 52' 56' SCALE AS NOTED DRAWN BY BED DATE 017.01.2016 Z PROJECT NO. 1534 , \r SHEET 1 PLAY AREA - LAYOUT ENLARGEMENTPlan L704 1/2•.1'-0' • NOTE: LOG H FROM INVENTORY ALL WOOD TO BE STRIPED AND SANDED �� SMOOTH. REMOVE ALL SPLINTERS. TREAT WITH ^;i NON-TOXIC INTERNAL WOOD STABILIZER. =OW'r - - C O_IM — 2" CHAMFER, ALL SIDES, TYP F _ "a• ___/-------� / �l ��� ', POST. COREZED DRILL TUBULAR LOG AND STEEL L705 G 0 � IJ1%`/ ' EPDXY FILL. o ,421k NEW LOG SUPPORT, _ '' l A 0 I / TYP® -J �= �, LOG 0 FROM INVENTORY Y �/ 3"0 GALVANIZED TUBULAR STEEL c a F g 2 �',Ink _� POST. CORE DRILL BOULDER c L706 o ~x ..% AND FILL WITH NON-SHRINK m m w yo. GROUT, TYP o lg ® E / 4"K , �� _ -FINISHED GRADE . �A .i4i����''' _�C � ©ENGINEERED WOOD w }— _ , -� 0�., ®FIBER SURFACING 2 9z — ` �� -hi�� 1. ���iv�i vo5 H o� I !" ���1 ��.� LANDSCAPE BOULDER I— �l� Q m� III dna I1=1II•,,,,073_. .-- _-__ ... ... --,77---„,.....46,7c)„,; ooOOo::iooco-.gr000% • xis ......__�„ .... �o Jp;:=:._�k__,= �O/��� COMPACTED AGGREGATE BASE I.g I' I I 1=1 —1- I'= 1 1= 1 395 4 4`'"1S13,--TTI— � .ifl 1-111- 1=-, 1 1 — —III— I COMPACTED SUBGRADE • 1 LOG ARRAY CLIMBER - KEY MAP (FOR REFERENCE ONLY) Plan 2 LOG ARRAY CLIMBER - LOG H Section V r'OREGON E' 3/4•-V-0• -- 3/20/96 �/2•-1'-0• ds s atc SAWCUT TOP OF LOG H FLAT. NOTE: L707 LOG TO LOG CONNECTION SAND SMOOTH AND REMOVE ALL ALL WOOD TO BE STRIPED AND SPLINTERS. TREAT WITH SANDED SMOOTH. REMOVE ALL 5 LOG I NON-TOXIC, INTERNAL WOOD SPLINTERS. TREAT WITH NON-TOXIC L705 STABILIZER. INTERNAL WOOD STABILIZER. gh, LOG G FROM INVENTORY LOG SUPPORT, BEYOND LANDSCAPE BOULDERb�� ��( :71, ) \\\\\\�� ��. EcH:E: : RDP SZ , �,r - �_� _ 4 FINISHED GRADE Q '� ©ENGINEERED WOOD FIBER `¢�� �w EP v of ��"CS, -'v,~�,�� �`_,W NA ra ,+ WV SURFACING Z z 0 11w 2i � r lQ� '`��� �� '4,11•*-- S. 3"0 GALVANIZED TUBULAR STEEL 9� � ��AA,��,A ��A �� POST. CORE DRILL BOULDER AN[ < O e. _ _ _ _1 1=11 FILL WITH NON SHRINK GROUT, I-co- 11 TYP _ LANDSCAPE BOULDER Qw -11 %N-_ 01 1-I 1=111-111= 11=111=111=111 i _—•10 P v0"u O1 —I —11 1—I 11111— 1— 11 I�wOcsumoons 11 COMPACTED AGGREGATE BASEOLL~- 11!1:O00o2s� 0: 111-111-111111=111=111-111-111 PD�o.o�ooi.0i i1A o v-1 ... �," - II1=111 I11 1I 1II 1 1 11 1 1-1 -3. D- `I I1- - COMPACTED SUBGRADE "pk // MIN J w3 LOG H - SECTIO IILSection 4 LOG ARRAY CLIMBER - LOG G:711- 111 -11 Section 1-1/2•-1'-0• 3/0-1'-O• CO //_, � L 2 LOG E LOG SUPPORT,eh J TYP®' l AI LOG J w 1_._% `.y = -_,=-----4r 5 LOG F NOTALLLEWOOD TO BE �� ` LOG I FROM INVENTORY 100%CONSTRUCTION DOCUMENTS /� J STRIPED AND ��� SANDED SMOOTH. ui y SITE DETAILS REMOVE ALL — ©LOG TO LOG CONNECTION, SPLINTERS. TREAT __- 3"0 GALVANIZED TUBULAR STEEL �1 _� TYP WITH NON-TOXIC �r POST. CORE DRILL LOG AND i INTERNAL WOOD f`—f EPDXY FILL. d 4.--,-.., 2" CHAMFER, ALL SIDES STABILIZER. `— REVISIONS �_,`�— Ali LOG Q FROM 1 INVENTORY re `,�V+ar '-_ A ` N.Np:"�;g����nw- �� FINISHED GRADE ## ,Y�� •s i`A`444�,,&,.A♦-`y 7- SURFACING• ink ENGINEERED WOOD FIBER _ III �,—` ��Q - SCALE AS NOTED .. =1 -11-1-�0 00 � OOo�� I I=1 I-III ,4 1 I-I I -I =I I = -1 1 1-111 w I-1 1 1-111-111 "I III-1114A __^ — LANDSCAPE BOULDER DRAWN BY BEo _ DATE 07.01.2016 —I 1 ��CjO O° Oo�00O S� 1 al 11-111-11O�..oQ....8 = COMPACTED AGGREGATE BASE PROJECT NO. sen III 1 11 I Ctn(4°o�oo0)°rZ Pn0Q-ri 11 11 I=1 H,1 HE I I_T-1=7--I�Oo_.._ _ 1 _ _ SHEET -- — _ _fir _ ��-1,� �—r COMPACTED SUBGRADE 5 LOG ARRAY CLIMBER LOG IMU Section L705 3/4•-1'-0• NOTE: ALL WOOD TO BE STRIPED AND ©LOG TO LOG SANDED SMOOTH. REMOVE ALLWO CONNECTION, TYP SPLINTERS. TREAT WITH NON-TOXIC INTERNAL WOOD STABILIZER. LOG E FROM INVENTORY � ' ® 1111111. c r2 8 F LOG SUPPORT 0 - —�� �©� Imopy TYP®' 7f'l�;=� r ligE 1.�%�_.,c,_, t Alk 2 L Loc I 2 vos �� H i _ Q ^1 .I 1�. f 3"0 GALVANIZED TUBULAR .....__„1 I r STEEL POST. CORE DRILL LOG AND EPDXY FILL. TSTFj��, LANDSCAPE BOULDER 34s `lJ 'I w $1- 3"0 GALVANIZED TUBULAR STEEL POST. QLOG Q FROM • 9 CORE DRILL BOULDER AND FILL WITH INVENTORY F 1 LOG ARRAY CLIMBER - KEY MAP (FOR REFERENCE ONLY) Plan g om NON-SHRINK GROUT, TYP sizoi9e 1/2"-i'-0" w I FINISHED GRADE d ♦�,: x x 1�.�.��.��.I -��,�w ro,----.--Irw- � �u irio CAPE A IA .♦-+,;,,vv` .4-*I ►`��*/� ♦� ♦-;fa_ _ ©ENGINEERED WOOD ♦�♦♦♦♦ �♦♦♦♦♦ r t 7 FIBER SURFACING ge w oma, n.!'``���•_e.♦.�0! �`������♦ .lip :o!'.�`� `�o o5 -I I / - I=1 I I-1 1 1—I 11=I I —1 —I I=11=1 3JoO� CC9 .11 —I I _ .00c=lT—III—III-1 —III 1=1 1=1 -1 ��o��.6°n _ �o �o;l—III- E-_,,;6,,,...,_._ ��sIoo00°( 1III— II_ 11- -I 11I - 71 11 —���OoogV�0o°o�O� �o�� —I �z• _ Vs•0•o�O?6BOO°���C — — —III — — �QO\ oC- �OCy �-0.�%:,' COMPACTED AGGREGATE nn(i110( —= = �OC� J _�(ln� BASE TYP 1 1 1 ,W,-ill I1 1— �I�1T—IC1d.l`-TlCAn�[l� SII - �� 11-7-1 II V---11 � � � � 1 ;,-- �1l-�T �-�—IIII=III,= COMPACTED SUBGRADE SZ _ / 4'-0-MIN. / CZ QY LC Z z <o Q- Z < I— 00 z D LL Jp m 0 QU~ J w 2 LOG ARRAY CLIMBER - LOG E Section 3/4"-1'-O" CO NOTE: _ -1 ©LOG TO LOG CONNECTION, ALL WOOD TO BE STRIPED ANDI ®TYP SANDED SMOOTH. REMOVE ALL � FF SPLINTERS. TREAT WITH NON-TOXIC �4�/ — 1a�. © LOG J INTERNAL WOOD STABILIZER. l ® LOG I LOG F FROM INVENTORY 100 CONSTRUCTION DOCUMENTS LOG SUPPORT,0 ^,, � SITE DETAILS TYP® ..""`. ..it `M - =i � FINISHED GRADE ,�� = I� ���� vT,..—-���Re it-- 'Cr♦� v��AN v w♦IF�,Q� ©ENGINEERED WOOD FIBER REVISIONS ♦m - I'' iv ,,V ♦ .Wq., ``,,,,W �A� ®SURFACING EF, _4 fiW.T•AkA 2W,.,4.4..%.. ��`ILa701 ffAIP � ��� ���b�.:& Ani.*4X4 3"0 GALVANIZED TUBULAR STEEL ,c _—_—_ _—_— — POST. CORE DRILL BOULDER AND _ 95 11 I= 1 I-1 11-1 --11 — 11=11 — 1=11 I—I 11-1 — 11-111-11 I=1 I 1 FILL WITH NON-SHRINK GROUT, �o .� 1= —III—I 1= —III=1 1= I— 1=III=1 _I —111=1 I — 1 TYP LANDSCAPE BOULDER �,� M:`,"- : dee o,! COMPACTED AGGREGATE BASE, SCALE AS NOTED 1Og ��al �o.Q�;��Oo•;p•��1, NP DRAWN BY HO _ _ _ —� — 111— — 111— — 11_111=11-11-1—ill w 1 -111—ll[ 1 COMPACTED SUBGRADE DATE 07012016 —d--�A�Ih. lil III ,Il iii Ili— --i I — — - PROJECT NO. 1534 I I (I I I „III III III—III 111— I III-111 / SHEET 3 LOG ARRAY CLIMBER - LOG F Section L 70 6 3/4"-1'-0" ' 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. C/ . LOG I e. �1 LOG SUPPORT,TYP® I �� ,,, v ©LOG F , �_ ' r �, (� GA00111 .^mal :► mmip, 7, ffi I 3 ` . FINISHED GRADE o A.. L706 - '©, —� I ©ENGINEERED WOOD FIBER c - < oIIIIIIIIIIpp,Adipp. 03 w WY SURFACING m .lir-.-v-��� v��v��� v v ���� 3-'07 "0 GALVANIZED TUBULAR STEEL .0 0.6,;wow my ` 'A�������� A�.��� POST. CORE DRILL BOULDER AND w }—`` �f��� ���AAti•�►�- �����A,���� 4��! FILL WITH NON-SHRINK GROUT, ~ z 0 11 -1 P_U 1 J_H 1 H 1 i— 1- 1.1= —1 1=11�_l _111— =11--1 1-1 1= TYP L705 H mi µ { - LANDSCAPE BOULDER �� �� 1,�� i►�i�.�_� El O l I l I H 1 1-11 H 11-11 H��H I I=1 1=1 1 H I I—I I I_I I —IIIIII= COMPACTED AGGREGATE BASE, 0�eisb,■00,•; ODoOoO I—I 1-1 — 11-1 —11 —111-1 l l-1 — I I—I IIII-111-111—I COMPACTED SUBGRADE 11r�O(flr ,„ c,0,.,Q�1o. TYP � �— �_� �— _� —� —� —111=� —� —0— TS —111—I I I—III-1 HI IH=III-11,1—I I I—III—III—III—II I I I I—III—III—III—III—III—III—III—III—I 4'-0T MIN. 3 4N ” • 1 LOG ARRAY CLIMBER - KEY MAP (FOR REFERENCE ONLY) Plan 2 LOG ARRAY CLIMBER - LOG J Section r 44,ifo E. 1/2•-1'-0• ' OREGON 3/4'-1'-0' S� 3izai9e sem 1 SAND FLUSH E 1 2 TYP - 0' (4) TYPE 316 GALVANIZED HEX PLAY AREA NOTES k ' HEAD CAP SCREW. 5/8"-11 1. THE FOLLOWING NOTES ARE FOR REFERENCE. IF THE CONTRACTOR FINDS DISCREPANCIES L (11/..->:)1 ® THREADED" LONG, FULLY BETWEEN THESE NOTES AND THE DRAWINGS, COORDINATE WITH OWNER'S REPRESENTATIVE LOG FROM INVENTORY 1'TYPIMMEDIATELY. (OrizI i i 3"0 GALVANIZED TUBULAR STEEL POST. MACHINE WELD2. A USE ZONE COVERED WITH IMPACT ATTENUATING MATERIAL IS REQUIRED UNDER AND AROUND 0 - 0 CONTINUOUS TO STEEL PLATE.THE PLAY EQUIPMENT EXTENDING A MINIMUM OF 72 INCHES FROM THE PERIMETER OF THE >< - / 2" 0 WOOD DOWEL. CORE DRILL I . . )"-THICK GALVANIZED STEEL2" 0 AND HAMMER DOWELr 4' MOUNTING PLATE SZPLAY EQUIPMENT. THE SURFACE MATERIAL SPECIFIED IS ENGINEERED WOOD FIBER OR EQUAL PLAN TO A MINIMUM COMPRESSED DEPTH OF 12 INCHES. THE CRITICAL HEIGHT FOR THE 3"0 GALVANIZED TUBULAR STEEL YENGINEERED WOOD FIBER IS TEN FEET (AS NOTED IN NOTE #10). CUT BOTTOM LOG TO RECEIVE POST. MACHINE WELD TO STEEL Q CROSS LOG PLATE. CL a 3. THIS LOG CLIMBER IS CONSIDERED ONE FUNCTIONALLY PLAY LINKED STRUCTURE WITH THE J¢"-THICK GALVANIZED STEEL Z Q INTENT THAT A CHILD CAN MOVE FROM ONE ELEMENT TO ANOTHER IN A CONTINUOUS j , L. MOUNTING PLATE '-0 FASHION. ■� 1.■. Q z Q WOOD SURFACE. CUT AS NEEDED I— 0 0 FOR MOUNTING PLATE TO LAY 4. FOR A FEATURE TO BE CONSIDERED A PLATFORM, IT MUST BE GENERALLY FLAT. A SURFACE / /�� FLUSH WITH WOOD SURFACE. z '=.'6- WITH A SLOPE GREATER THAN 30% IS NOT CONSIDERED A PLATFORM. --. ` �/� ��� z / In (4) TYPE 316 GALVANIZED HEX m>- 5. HEAD CAP 5/ "THESURVERTACE ICAL ANOTWOOD LOGS MAY NOT HAVE A CHANGE8NOF ELEVATION FROM ONE CLIMBING THREAD, 6"S LONG, FULLY 11 Q U SECTION THREADED J w 6. THE MAXIMUM HORIZONTAL DISTANCE BETWEEN CLIMBING SURFACES OF THE VERTICAL LOG 3 LOG TO LOG CONNECTION Section 4 LOG SUPPORT ENLARGEMENT Section —I E CLIMBERS IS 18 INCHES. 3•-1'-O• r-1'-0• D m 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 WOOD LOG FROM INVENTORY BETWEEN THAT IS A HEAD ENTRAPMENT HAZARD. // /� e GUARDRAIL z �. (/ a a �1.s ��r - Y4 10 CRUSHED ROCK ��__ w D■ PAVING, SEE SPECS 0 LOG Q FROM a iC /- FINISHED GRADE / % INVENTORY 6 - ���� li ; 100%CONSTRUCTION DOCUMENTS ;� SITE DETAILS LARGE SIMPLE JUGS (SCREW ON) 4O-�� ���i � : ©ENGINEERED WOOD �V� Y FIBER SURFACING BY 6 TYP. ASSORTED TOMIK BING EA EARTH TO E ��+�` `,_ ,��..� !SQ ���� ��� COMPACTED AGGREGATE of COLORS. ATTACH WITH GRK R4 - ��_ �O ,.,1E BASE, TYP REVISIONS TORX SCREWS #9 X 3-1/8". 11-1„6 I_6 --gOo tto _ ��QO („-,67C)•,1 COMPACTED SUBGRADE, TYP pI-NOTE: �_� �� 0 1. ALL WOOD TO BE STRIPED — >�\�O�Q ��■._�OQ�O j I AND SANDED SMOOTH. o " z_ G o 1 REMOVE ALL SPLINTERS. o —FINISHED GRADE �O n� i �0��� I TREAT WITH NON-TOXIC SCALE AS NOTED O -"gym 'II-/Q7-2__���000,470-t` �o��10001 - INTERNAL WOOD STABILIZER. o off- 0 000op OlrO �00 �014� O� DRAWN BY HO V 000• Oo 2. TOP OF LOGS TO BE CUT OO— , 0 �O 10� I DATE 07.01.2016 -� 111_CD. 1�_�split0����O�I _ LEVEL AND SANDED PROJECT NO. 1534 SMOOTH. REMOVE ALL Oo 0 �- H III -I SPLINTERS. SHEET 5 VERTICAL CLIMBING FEATURE Elevation 6 VERTICAL LOG CLIMBER Section L 70 7 3/4• 1' -1'-0' 3/4•- -0• 7" MAXVP LAG SCREW. TYPE 316 STAINLESS 18 (Tj EL, 3/4" DIAMETER, 12" LONG 4X4 CLEAR CEDAR POST WITH \WY -I�•,_ j U06 HANDRAIL \ 1`,_ e HANDRAIL CLEAR NON-TOXIC SEALANT, SEE _ �,„ III III kr- SPECS ,,�`,' `,/, 0 4X4 CLEAR CEDAR POST WITH 4X4 CLEAR CEDAR POST WITH CLEAR ,,�`\` I I I//%4444\ HANDRAIL CLEAR NON-TOXIC SEALANT, SEENON-TOXIC SEALANT, SEE SPECS kth lig -,i SPECS `N I o l®, 0 LOG Q VERTICAL LOG ;.) In CLIMBER r d 411 4x4 WOOD BLOCKING. CONTRACTOR a Yz"MIN- 2"MAX TO CUT BLOCK TO ENSURE .. 2"MAX GUARDRAIL MEMBER STANDS r VERTICALLY AT 90' TO TOP OF LOG c LAG SCREW. TYPE 316 \ LAG SCREW. TYPE 316 c �' © \ I GALVANIZED, 3/4" DIAMETER, 12" �` VERTICAL CLIMBING FEATURE �, LONG / L__, GALVANIZED, 3/4" DIAMETER, 12" m 11 $\// 4x4 WOOD BLOCKING. �� ATLOCONTRACTOR'S DISCRETION, / ` NOTE: .� CONTRACTOR TO CUT BLOCK TO - SHAVE EDGE OF LOG TO ENSURE:- ENSURE GUARDRAIL MEMBER I RAILING IS TO BE FIELD FIT. GUARDRAIL MEMBER STANDS )/.. 16�llooks`, TOLERANCES BETWEEN WOOD TOP STANDS OF LOGICALLY AT 90' TO � VERTICALLY AT 90' TO TOP OF ��'ix II 0 MEMBERS NOT TO EXCEED II l' LOG. © 1-7/8". ADJUST INDIVIDUAL �® 01p NECESSARY. LOG 0 FROM 0 LOG 0 FROM GUARDRAIL MEMBERS AS INVENTORY e�� INVENTORY 34s 1 GUARDRAIL AT VERTICAL CLIMBER Plan 2 GUARDRAIL - CONDITION 1 Section 3 GUARDRAIL - CONDITION 2 Section E_. P.1'-0• oaeco9 1•.1'0• 1•.1''0• � 3/20/,6 ` �E r 18" MAX TYP 187" MAX TYP // + ®GUARDRAIL /� 4" CHAMFER, ALL EDGES 0 ®" 77 .2 T r. }" CHAMFER, ALL EDGES �/ 7( B HANDRAIL L708 1 I-//-A�- i-( -)/-_///-�i� L7608 HANDRAIL ■/■ ■ ■ =/// �- C. � /� I 7/ I 4X4 CLEAR CEDAR POST " STAINLESS STEEL a WITH CLEAR NON-TOXIC �/ // / PIPE, SEE SPECS z x / SEALANT, SEE SPECS Q z m m _ I i / / �, 6 LOG Q FROM ��� _ Z a /" � I ' / I - 4X4 CLEAR CEDAR POST \ \ i' / 1 4 L707 INVENTORY ALUMINUM U-BRACKET p Li ik /, WITH CLEAR NON-TOXIC FOR i" PIPE AT EACH /I/ I //' SEALANT, SEE SPECS GUARDRAIL POST, SEE ?`l SPECS m> I // 1 b LOG Q FROM /1 _ r- �/ ^i LAG SCREW. TYPE 316 LL �� J 1707 INVENTORY �' /��1 i STAINLESS STEEL, 1/4" U ,A i! )/i A I / I, / #'� lam- •�� DIAMETER, 3" LONG o ��� 0 o Y'/ I oPPP d o f� Ay i )/ /' 0 V1/ o I I I( (/ ) 00 ELEVATION 00 / a �/ ; , / a d r LAG SCREW. TYPE 316 LL i p LAG SCREW. TYPE 316 / �_ o STAINLESS STEEL, 3 4" ��� o P, II / STAINLESS STEEL, 3/4" ai DIAMETER, 12" LONG 1- / � DIAMETER, 12" LONG z — — // �71 of I. / )1 1 ,__ \ (/ ////A — M - 100%CONSTRUCTION DOCUMENTS TYP TYp r�u SITE DETAILS N. i" STAINLESS STEEL sNS` PIPE,, SEE SPECS ALU i �����p� ALUMINUM U-BRACKET FOR i" PIPE AT EACH GUARDRAIL POST, SEE REVISIONS -' SPECS GUARDRAIL \\\\\\\\\\\\\\ ---- LAG SCREW. TYPE ".„,.. ,;,.17.--.--- ,....---_............--,-.. ....- _ STAINLESSS1/4 STEEL, 1/4" J DIAMETER, 3" LONG SCALE AS NOTED DRAWN BY BED _--------_ DATE 07.01.2016 •-• -_ '- PROJECT NO. 1034 SECTION SHEET 4 GUARDRAIL AT VERTICAL LOG CLIMBER Elevation 5 GUARDRAIL AT VERTICAL LOG CLIMBER Elevation 6 HANDRAIL AT VERTICAL LOG CLIMBER Section 1• L708 .1'-O• 1•.P-0• FULL , 1. SANITARY YARD HYDRANT SHALL BE THE FREEZEFLOW STANDARD MODEL # 213XS BURIED CLEANOUT PER G DETAIL 5/C102. l FWAS24C 24" ( X REPRESENTS BURY DEPTH, I.E. s�. -III „ OW now �.;.� 2134S -4'BURY) MANUFACTURED BY ) I I Mbt _ HOEPTNER PERFECTED PRODUCTS, �_ DRINKING FOUNTAIN, SEE SPECS '`y GILROY, CA s'►++N.I I; ! I 1 , 1 '1 I � 1 i 2. YARD HYDRANTS SHALL BE CERTIFIED TO _ :11z:;11:11- I I .II ��I ! ! _ ,�1 ASSE 1057 SANITARY YARD HYDRANT 2•PVC SD SR waN SURFACE MOUNT, PER I°� STANDARD AND SHALL DRAIN INTO A sL/oPE 3 IS =I Ii '��•`I` { ( 4^I <O .P STAINLESS STEEL CANISTER LOCATED —MANUFACTURERS Ia �__ TOP of cRouND BELOW THE FROST LINE. _ ° I RECOMMENDATIONS f 1! 2 �q�� 3. YARD HYDRANTS SHALL BE SUPPLIED Q�_1O'I o THICKENED SLAB FOR SURFACE WITH A 1011 BACKFLOW PREVENTER, 1▪MIN MOUNT I II LITHI,;:•::".°.:4. c WAGON WHEEL TURN HANDLE HOSE BIBFWFFB7 POROUS --i 1e• MR,.�_1.,°....• F G _ AND A PAIL HOOK. THE INLET OF THE MIER FABRIC , C 0' - (• !_�I '" 0 PEDESTRIAN HYDRANT SHALL BE %FIP AND THE WRAP i -� �} (n� I c = i \:/ Nu CONCRETE PAVING G av b { OUTLET SHALL BE %HOSE THREAD. IT I o SHALL HAVE A 1"SCHEDULE 40 - Fp 6"TYP r 4Ef ,A. GALVANIZED RISER AND A SELF '�`'g•MN. m ■7 6_25` THHATSTING SEALSSOLID ANBRASS EEASILYOPERATING REPLACEABLE I • - } ° 0-RING. 1'KNOCKDIA.PERC SCORE HOLE tAUPS3(a)FLOW I, � ° ° I, • °° 4. ALL MOVING PARTS ARE TO BE NNOCN OUT ALL Nags BEFORE FWB 4 2 PANELS. } ��c REPLACEABLE FROM THE SURFACE WANG TIE�W WELL W4H FLOW LL'DIA •'..�i'.�.�•��. �W,j-�.1'i•YMjti1r DRAINAGE FABRIC. FLOW WELL BOTT011. — _ _ WITHOUT THE NEED TO EXCAVATE COUREZ 4-DIA DRAINAGE CONNECTION iii—iTi—iTi—iii iii—iTi HYDRANT. CLEAN DAI•KF LL. FOR INLETS UTI UTILIZE HOLES AS NEEDED LS 5. YARD HYDRANT SHALL OPERATE AT A MINIMUM OPERATING PRESSURE OF 20 tIQg SIS PSI AND A MAX. OF 100 PSI. 1. ORYVELL AS MANUFACTURED BY NDS FLOW-WELL,OR APPROVED EQUAL 1 DRINKING FOUNTAIN Section 2 HOSE BIB Section 3 DRY WELL FOR DRINKING FOUNTAIN Sectioner rt La ao H '7,., OREGON 1•=1.-0* NTS r_O� NTS � 3/20/96 EDGE OF PLANTING AREA, \`1``" • • • • SEE PLANS ���� �% �/ CENTER OF SHRUB, -4-... \Ce �1I/� • • • GROUNDCOVER OR PLANT, TYP. 2= `ice c�G�1M►/ may x �O�4i�i�0 PLANT FINISHROOTBALL CROWN 1" PLANT SPACING AREA PER PLANT /� „� ABOVE FINISH GRADE • • • i (FEET ON CENTER) (SQUARE FEET) /v/ TV; 23c" BARK MULCH, TAPERED TO S[ f k x/2• X SF ROOTBALL CROWN Ce IIIIIIIIIIIIIIIUIIIIIIIIIIIIW- •'111111IIII111111IIIIIIII1111111 • • • 0.5' 0.215 w J y\\/\\� % \\j\� < Q 1.0' 0.860 a< /// / ' TOPSOIL 0- a 1.5' 1.935 m%j�/j � ROOT BALL \/\ Z • • •—�N • 2.0' 3.440 1'2 0 o>\\/\\ / \\\\ 2.5' 5.375 it /\\//\ //\�//� SCARIFY SIDES AND BOTTOM z Z o 3.0' 7.740 z % j< OF PLANTING PIT �l Q NOTE: 4.0' 13.760 \/ /// \ \\///\ ��/V\\ SUBGRADE, FOOT- TAMPED TO Z LL \ \ \ \ \ \ \ I��/j/j PREVENT SETTLING J O AS NOTED ONPLANT GPLANT NG PLANS. DIMENSION 6.0' 30.960 %\�/DIMENSION "X" SHALL BE 5.0' 21.500 \\/\\�/\�/\�/\�/\�/\�\\�/\� \\/�/\ O u..~ FROM EDGES OF WALKS, CURBS, BUILDINGS, ' - 0 U ETC., SHALL BE "X/2", UNLESS OTHERWISE AREA 2x DIAMETER NOTED ON PLANS. NO. PLANTS = AREA PER PLANT OF ROOTBALL p w 4 PLANT SPACING Pion 5 SHRUB PLANTING —1 c NTS D NTS m CONCRETE PAVING FINISH GRADE, LAWN BASALT ROCK COLUMN FINISH GRADE, PLANTING AREA I�I�IN�I�I II�l l I IAII _ �,.„ -/ VARIES PER PLAN /� ' =1`'.,c4-, 100%CONSTRUCTION DOCUMENTS \ \ \ \ \ ` " MULCH, SEE SPECS FINISH GRADE /� a',. , SITE DETAILS \ \ \ \ \. / \\- /\\\\ INTERLOCKINGL STAKE2R0" O.C.; n ° ° �pOo Qo6oU � Y. 10 CRUSHED ROCK PAVING /\\ \\/\\/\\ /// / o Q O<1,p0 0.:o \ \ \ \ \ \ \ SET TOP OF HEADER AT FLUSH n0f,,� �0��;,,�00 0 N / /// WITH FINISH GRADE OF LAWN °4. (20C91° v"U v `U' /\\j/\\j/\\j/\\j/\\ //\\j/\\j/ a .(2OOO�•J REVISIONS \ %/\\\%/ uOD yT(7' � � AGGREGATE BASE COURSE /�\ \ \ \//\//\/� TOPSOIL, SEE SPECS ����`11 , \ \ \ \ i /\\//\\// ' l —1 11— —II 11 II - FILTER FABRIC /\/\/\/\// •jam\��\j O�O 1— =111=1 I I COMPACTED SUBGRADE SCALE AS NOTED //\\\i\\\i/\\\i/\\\i\ �\i\ii\i (DO 1- 1 E111=(11FT I—III III—III III—III- DDATE RAWN BY 0E0 /\/\/\/\/\/\/\/\ _ PROJECT NO. 105341.2016/v /N, X\ /y /,//v v�/ / 1-III=1 -III-1 =III- =1 —I 11111-111—III 11 SHEET I—II1=111 I1.11 II- 6 NOT USED 7 METAL HEADER Section 8 CRUSHED ROCK PAVING Section L709 3'-V-0' 3"-1'-O' 2.-0- TYP 4 L710 PLANTING AREA, BACKFILL Y AMENDED TOPSOIL - TOP OF WALL, SEE GRADING PLAN 2 f //\ PERMEABLE ASPHALT PAVING \\// .� a .,i ,. BOULDER WALL, SEE SPECS STONE RUBBLE WALL, SEE SPECS • •�,•• • • 4" PLAY AREA DRAIN PIPE, ° /\ `=i .� 1 1 40 SEE SPECS L' I.. ///�tT'1iipla ��� Ya 10 CRUSHED ROCK �, ... o i�1 / 3'MIN ¢z ♦0, 1.1",- a \ ,:•„ ' Le? z OO‘� PAVING, SEE SPECS O! � a" 9 F 1 ' � i.• �� .\ 4-6" BASALT STONE, SEE SPECS m /\\ �',�' Ya 10 CRUSHED ROCK PAVING, 0 x • ` •• - c . \ �/::;,,t,,,....,,,.., SEE SPECS ..„= •, ai- ONCREAlliTE PAVING 1._ t••.\•Y go r c z /\/,:f.,6,5:;;....�.. . a QUO 1811111 CDC),�1 ® • • �;```` " WASHED DRAIN ROCK, SEE /\\ ���• pi CONCIlkRETE PAVING I I 11Op.� ,%0Oc�0 �:� COMPACTED AGGREGATE BASE > `• • SPECS oI /\ S'C" AAVI g C ® ILD - I,w&J.:��0/k0„0� COURSE - '',..-4106`:7```s• \\/:,:, ,, T QQ( " WASHED DRAIN ROCK, SEE ` EXISTING PLANTING, SEE \ /\.:`odp+�0 j-ociU`./op �I� 000 C SPECS III I —I 1 IRI COMPACTED SUBGRADEv!!'•`•.t �•`; PLANTING PLAN / 000o:oOc,S QOO�J0�4S�/.e-'( COMPACTED AGGREGATE IIII—�I I ! 1' °° /\\/��O•,t,° aOCn Q J•.III OC al' I_ BASE COURSE —I •�•`\ �\ ,�i•. III III COMPACTED SUBGRADE g' .75x HEIGHT,TYP 8- / "CJ 18• 347:5E 45 1 BOULDER WALL Section 2 LOW RUBBLE WALL Section 3 PLAY AREA DRAINAGE OUTLET Plan r 7' OREGON ' 1-1'-0' 1'.1'-0' NTS `, 3/20/SE SC'9A E BW WE SLOPE ..E.,.,E E I { L.5. • FTB • 0.5X MN SOPE 1 MAIM IMPORTED SUNDED SHE.FOR ALL VEGETATED LAA FACILITES CONFORMAL 0 THE POILTNNG; • GENERA.COMPOSTO+-USE MATERIA!THAT IS ANY BEND OF LOAMY SOL.SMD MID COIPOST THAT IS !i;;A 3 # 5T JO-GO CONPOSI(BY VILUME)AND NESTS THE OTHER CRITERIA IN TMS SPECHCATIGN .\I/` T f ' 6 .1j0f' ._LNA '�4 • NUEYSIS Iffg.12ETENIS FOR THE BLENDED MARRO.: y1`�• `� p{?RFA \e. .F by \ �'L 4 �' PARTGLE ORAOATON-A SIEVE ANALYSIS OF INC BLENDED MATERIAL.RIMMING COMPOST SHALL BE t "\'....,\..#;..'4.4.74;40' �4 TT A .`/ '}v�l�sAo Hi e ! CUWCIED N CCNFORNMILE WITH ASSN H117/C13E,MSIRO T11/R7 ANN C422/0E140,oR ASTM DEMO \\.%/ /` /y jf a{"r \//� ��V�,,,,'r Ai ��, f.�s a THE ANALYSIS SFAU.Np.UDE THE POLLIWOG WOE SUES 1 No-,3/8 NON,.4,FAO,#23,#40,#60. yy,, // I/ . I� p� a 4T 5f' ; ran A00. THE NAOMI.>OF THE HEM SHALL 4EET THE FDLLUMANG GRADATE..carERM.. 5 J « 1``�/ /b ra,• :a�/F ' .y •t• 'rf �h,_ S T al PERCENT PAssluc tY FINISH GRADE, SEE GRADING PLAN 147440// atin� v ?ir ✓ ri_e� / rRvvr..r d 15-Too \ E'3s't ',y\VZ4.-Ex 3: /S? 4f''' •vim• E 1 is '5000 r\ /�� yfl S_ y ' \ 1 fr ;270 6 4" PLAY AREA DRAIN PIPE, SEE PLAN VIEW- • THE MATERIAL MI BE LOOSE AND EASLT INCKEN INTO SMALL KEES ILII II SPECS • IT SHALL DE WELL MIXED AND NOMOGFNTRO —FLOW,REAER,GRADE • IT SHILL BE FREE OF WOOD PIECES,PL.ASTG MD OTHER FOREIGN NATTER. ^, BOOM OR NOCK • IT SHALL HAVE NO AS SE FREE WATER. "\w I I I Ce TDOT o:TI CRUSHED \ \� �E � 4-6" BASALT STONE, SEE SPECS ROCK ROCK1111/11 Inn Ifi < DAN:.DEER T TO SMOOTH COMPOST CoLmosT SHALL is DERND FROM PLANT MATERIAL MD PRONOEO SY A maim OF KNE LS CWPOSTNC \• • •r /•� L\�V •. Q NOL-,WDVEM CEOTEXiLE ROCK?.5-J'DEEP AT 10 I may. - INTERVALS.ROPES IN EXCESS of COUNQ gM OF TESTAE ASSURANCE(STIR)PROGRAM.SEF WMY.COAPOSTNGXDUNOLOR6 FOR A UST�LOCAL \. i" WASHED DRAIN ROCK, SEE IZ d HIGH DENSITY XI DR sic PRIMERS \ �/ .�� \/\/, SPECS. Z Q COCONUT MATTINF THE CDMP05T SHALL EE THE RESULT OF THE BaDEECAL DEGRADATION AND TRAHSFN ANION OF PUNT DERIVED !• A ._A\/\/\ uATEGATE.FETE CONTTONS OF TABLE NEED SEEDS, TO PRSOTE AEROBE OECONPOO TNN.THE MATERIAL SHALL RE WELLcompos •ON NooDE , �1' ' I D GEIERAIIOL THEE C016'OST SHALL HATE NO 0SILE FREE HATER ATN RiWUCE NOC OUST RIDE..HANDEPTION AND D.HIT \ /\/\/\ �\ \ \ \1\/� \ Z CY 1 L41,N' 5 f / I •• MEET THE MINIMS CRITERIA,AS REPORTED El THE US CJMPDSTNG COMM_STA COMPOST TECHNICAL DATA MEET /1// // // // // // // / // // TOPSOIL, SEE SPECS. `1/ ''C ,. - A ;VIN , \,`!!!n 1! F PROWOFD BY THE VENDOR. \ \ \ \ \ \ \ \ \ \ \ ` O 0 12• x` .fitt:M +. Sty'' I !i \ \ \ \ \ \ \ \ \ ,,\ i' \ / t✓�.__ _ tl,,r wow OF ME MA/B4AL WSi PASS THROUGH A 1/2-04:H SCREEN. / / / /. /. /, /, /, /, /' /, Z �- ^' -- THE PN OF E EA AERIAL SMAL.RF HROU H 6.NN. 4:H 8.5 MAIL A / \ • )>F GROWN'MEDAM LAYER ."1".".3".F.. ...7%./ / `\ NMAiACT1RED INERT MATERIAL.(PLASTIC,CONCRETE.G'RAMICS,METAL ETC.)SHALL BE LES THAN T.0%BY J O .I�G �'�/.-_O' 4\\\,3'V CARO LATER CONTENT SHALL DE SEMEN 30 AND 70%(DRY WEKNT BASS). m r le /i' SOLUBLE SALT CONTR31 SHALL PE LESS TIM 6O M OR IRIR?1. ll.F- EP • MATURITY NDICATIR SHALL BE CRLAILH THAN OUR FOR LERWNA1101 AND WOO. O O PROFILE VIEW STABILITY SHALL BE-STABS'TU SRE soar.CMRDA CARBON/NITROGEN(C/N)RAM SIAIL.BE 164 THAN i5:1. N TRACE METALS TEST RESULT.-PASS.- NOTES CONSTRUCTION —I LU 1. COLLECTOR AND CONVEYANCE OF OVERR7W FROM FILTER STRIP SHALL SE SPEOFIED ON PLANS TO STORMWATER FAINTER.SNORED SOL d PLAY AREA DRAINAGE OUTLET Section —I C ED APPROVPUBLIC CONVEYANCE SYSTEM. • PROTECEN IE OF THE SOIL-TMATERIAL SHALL BE PROTECTED FROM AL SOURCES OF CONTAMINATION, LL 2. GROWING MEDLM SHALL BE USED TO AMEND INC TOFF OF TNT FILTER INCLUCNG MEM SEEDS WILE AT THE SUPPLIER N CONVEYANCE MA AT THE PROJECT SITE M 3. FACILITY SHALLIN BEA MINIMA OF 5'NOE,MEASURED IN THE DRECTCN OF F FLOW. • WET No WIRIER COM:FA -HALING DOD PLACEMENT OF TME MATERIAL WU NOT BL AL.OED MIEN THE NTS 4. ENTIRE FILTER MJ TER STRIP MAME 100%COVERAGE WV APPROVED,NATYE GRASSES.MB LDFLOTER ENDS, WEATHERIS TOO FET ORTIRE MOUND IS FROZEN OR SATURATED AS DETERMINE]BY THE OMERS CO GROUND COVERS,OR ANT(AMINATION HEREOF, REPRESENTATIVE. • PUCEIENT OF TNR SOL-PLACE INC MATERIAL N LOOSE LIFTS,NOT TO EXCEED B INCHES EACH AND EACH 5. A GRADE BOARD,SPREADER,OR SAND/GRAVEL TRENCH MAY BE PEOUIRED TO DISPERSE NE RUNOFF UFT SHALL BE COMPACTED WIN A WATER-ILLED LANDSCAPE ROLLER.DO NOT PTHERMSE TECHNICALLY EVENLY ACROSS THE FILTER STRIP TO PREVENT PONT OF OSCMARGE/CHANNEUZATION. TIE TOP OF THE COMPACT THE MATERIAL LENS SPREADER MUST RE HORIZONTAL AND AT AN APPROPRIATE REIONT TO PROVIDE SEETROW • 1TANG OP PLANT INSTALLATION-WEATHER PC METING AND AS APPROVED,INSTALL PUNTS AS SOON AS DIRECTLY TO THE SOL%SHOUT SCOUR. LEVEL SPREADERS SHALL NOT•IGD A PERMANENT VOLUME OF POSSIELE AFTER NACNG AND WADING THE SOL N ORDER To NNNIZE ERONO AND FURTHER COLPACTAN. RUNOFF.SPREADERS MAY BE CONCRETE PER CWS DEAL(750.'WENCHES USED AS LEVO.SPREADERS • EROSION CONTROL-TOPORAP.Y EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMAUAT STABILIZATION CAN BE FLUES ICH TRASHED CRUSED ROCK.PEA GRAVEL 01 SAND. MEASURES AFC FUNCTIONAL 6. 0-HECK DANS S-LAW BE PLANE ACCORDING TO FAESJTY DESIGN OTHERWISE. • PROTECTION OF TE INSTALLED SCR.-N AL EARS,TE PROTECT INSTALLED NATETDAL FROM FOOT OR A SCUM TO THE WON OF NE FILTER EOUPEENT TRAFFIC AND ARFACE WATER RNOFF.RESOLE IEWORMY FENCING OR WALKWAYS AS NEEDED TO B.PLACED EVERY 10'WHERE SLOPE EXECS 5X,Ts TO 3 DEEP. KEEP MOWER PEDESTRIANS.AND ETUP.4NT OTT OF TIE AREA LACER NO OICUMSTANCES SH01-41) MATERIALS AND COMMENT BE STORED ON TOP OF MI INSTMATN AREA. VEGETATED FILTER STRIP LIDABLENDED SOIL LIDA SPECIFICATION FOR HANDBOOK Oean1 � VEGETATED UDA FACILITIES HANDBOOK QeanWakz Services 100%CONSTRUCTION DOCUMENTS DRAWING NO. 796 REYISEE D5-16 DRAWING NO.79B 06-16 SITE DETAILS 2 1 LRn=t VEP I[ T IEPIIT51IT r{Tprz>3EI1II IWII,UTNE pm, S 125 toow 342761 Drvcb 466y1" pp 63,1"s Handbook �Wr SWTa� 1 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 N- O 2® ADDED SS ROOF HORIZONTAL AND VERTICAL ROOF B BEAMS,SIDE KNEE BRACE,REDUCE OVERALL HEIGHT 3/23/2016 HY m ce TO 15 FT. 'w o o __ o o o. ._ ; .,& 's o - 4000000000000000000 , ' r • PROJECT TIGARD ���� C m iii� � t._ A LOCATION: PORTLAND, OR ��. �ok 1� 0.,�. �¢ ` ���� � C go 2 BUILDING TYPE: WLG 20X20 I• /�Noillibi..\\,\,.\\, v 12 :1ROOFTYPE: STANDING SEAM OVERT & G ` £r BUILDING NUMBER: 13489 t;-7 I1 N4, ` ORDER NUMBER: 56569 ��' DRAWING LIST: \ s Q Lti4 SHEET NUMBER DRAWING DESCRIPTION icoQrtB9 CS COVER SHEET 1 ARCHITECTURAL ELEVATIONS 2 STRUCTURAL FRAMING PLAN 3 COLUMN LAYOUT 4 BASE PLATE STYLES 5 ELECTRICAL ACCESS AND CUTOUTS PFQVE➢FADE KAYAK 111:08-2010 �OIIEIMSE _THIS STRUCILRE HAS DEWED 10 ALL WELDING IS F9tlIIUAMEWILDING BY RICAN DING SDCETY CR6 Y IDRRS 1£S,CA REPROVED FABRICATOR 115% ICY SUPORT VONT IS WIN ON DESS DRAWINGS. POLLEN CERTIFIED ALBERS P!0 COME TO RE LATEST EDITION 6 CITY OFRIVERSIDE,CA APPROVED FABRICATOR BSP%-0033 MEET O CONTACTED D ANYTHING ELSE IS TO O ATTACHED TO THIS AVS 011 OR BL3 AS WOOER CITY OF NOISED TX LVED FAIIICATOR 11470 SIIETUE(VALES COON WRAPS RAILINGS EEL SO TIE OAK CTLRTS NG APPROVED FABRICATOR 1264 DESIGN OF THIS SfWC URE CAN BF F,EVIEVEII NO POSSIBLY PARTS SIMM MAY BE UPGRADED BE TO STANDARDIND STATE OF UTAH APPROVED FAIREATOR 020E614 REVISED FABOCA1161 INFER TO DE SHIPPING BDL OF INTERNES FOR POSSONE SIBSTINTIQNS. LOESS NOTED OTHERWISE,THIS SDUCTUS VAS WOOED FON PF9PER FIELD INSTALLATION Er 5%BIDONG IT O 5 �INTY CERTIFICATE Er COPETERCY ML 13-0013.16 AMONG A 2V SEPARATION BETWEEN ANY ADJACENT STRUCTLFE FOR FRON60 FIELD TIE LLATIOERNE INSTALLER ANO RIE PO MURDER COATI%INSTITUTE)4003 CERTIFIED VI/H NN EINE HEI N FOWL 10 ON GREATER TWN TIE RAVE AEC TOWER THAT T HAVEI A PRIMARYIMRN FIVE(IN YEARS IPHD RE➢ o g z rn WIGHT OF THIS STRUCTURE IF THAT SEPARATOR BES tiff EXIST, 812 IEEE INSTALLING THIS TYPE IVF(5)YEA. NATURALS, POLIO MIST BE CONTACTED SO DE DESIGN LC THIS STRUCTLRE STOP!! CON DE REWIND NO POSSIBLY KV6E4 � I 4BI'li. BL i.Y N. FOR PROPER FOLD NU ILLATION IF TIE B ILD RG IT IS NOT FOR CONSTRUCTION T " A53 11f '' STRUCTURAL STEEL SINN B DETAILED FABRICATED NO ERECTED DECOMENDED THAT ELECTRIC VIR NL.B HAUI1%B MN SCIEIEE PIPE 53 ffRA6 W IN ACCORDANCE WITH TIE LATEST EDITION EF TIE AIERICNN THROUGH THE STRUCTURAL/ENDERS DEFINK THE BUILDING IS sat ` ' /JIT PIPE A519 INSTITUTE OF STEEL CWSTRUCTDN MEC/SPECIFICATION MNBNL. ERECTED Y USE FOR PRELIMINARY LIGHT E A1003 GRATE Sa) PLANNING AND ESTIMATING STRUCTURE PLATE % C S CZ ONLYPAWLSOH 4653 _ < SC � d 2 6 Z0_ .7 238 -i Z CY �w Q 0 Q LL d z LL • . . aY m r a m O 6 A Ei 88.111 LL240 I/ �11(1.., .. ...,C11 -1 D 8r TOP VIEW ISOMETRIC VIEW 100%CONSTRUCTION DOCUMENTS PRELIMINARY PICNIC SHELTER i'\9.Ti DETAILS 12 �Ii/i� . G H. . � ice: REVISIONS 180 1 rfi 1 i 1 III 5 103 UNDER IUNDEp REF. HORIZ@1TL� INATED EAVE 11,' SCALE AS NOTED DRAWN BY BIO _ o = DATE 07.41.2016 r_ i 1 1 ' - PROJECT NO. 1534 STEPFINISH GRADE, "_¢ SHEET �� MOUNTING VARIES ire NOT FOR CONSTRUCTION REQUIRMOUNTIEMENT ENGINEERING � oaB`c FRONT VIEW $IDE VIEW 1 L 71 1 USE FOR PRELIMINARY PLANNING AND ESTIMATING ONLY �- 7 J 1 1 1 1 I 1 1 Z z zm -n o Z L 70 ]J n pO Z CD N r rn ti ti , m C - n ti —1 z z 4j H H HIllllll���Fi � L� ri N ACyZ gn sI imGa cn i III'111191191 --.7,, ���� 111111111111111 /��; 111111111 .7', IIIIIIIIIIIIIIII /ki\O\�����``��� JEER `°���°��111111111111 ��°����''��v 4„„ --old ,\o�������'� ,�'ty / G win arz� �uux as PLY 1[ow TIGARD wnrt a1E' �' Tv LEVEL' (616)399-1963 iILANL /2/2016 haryke (616)399-1963 3/2016 ¢rye A w cwwyW y OOR 13489 ;40 f-l.) g'ORTLANO,OR 13489 160 b PORTER Late 0p0DIE MN by PORTER CORP Ow* a„m„ y OLUMN LAYOUT -E1-13489 w..m e..n17K a.�,�.,.., STRUCTURAL FRAMING PLAN -E1-13489 MINIM e..m1.m IMAM,«1. mt/1 ov M''' o mn Hn a A oo ys mn z z O I— K ZO ANo BULL MOUNTAIN PARK „nsARCHITECTS aEP c tango .hansen n n Z o FRIENDS OF BULL MOUNTAIN PARK n 1100 nw gllsan#3B porting OR 97209 T 503 295.2437 N o = a CITY OF TIGARD a o m O A 3 Z • CUSTOMER MAY SUGGEST PREFERRED BASE PLATE STYLE, ENGINEERING WILL DETERMINE THE REQUIRED BASE PLATE WHEN ENGINEERING THE STRUCTURE. m w n'& �'s a TO'IF CONCRETE SLAB s (DESIGN 6 MATERIALS n NOT BY POIGON) r ANCHOR BOLT m (OPTIONAL) ACCESS HOLE ��/ o ggY Pn TOP OF CONCRETE FOUNDATION (DESIGN BY POLIGON) ANCHOR BOLTStl ~ (MATERIALS HIT BY PO.IGON) TOP OF CONCRETE SLAB I $(DESIGN 4 ARTERIALS mNOT BY PO_IGON) I S(OPTIONAL) TOP OF CONCRETE FOUNDATIONSJ c . (DESIGNHYP0.IGON) 6.IIj.���� (MATERIALS NQT BYPOLIGW) o ■ 1 Yhj11.11111111% ELECTRICAL ACCESS(OPTIONAL) i<0.o L pII _ O O) 0 (NOTRBYAPOLIGIO PINNED BASE DIRECT BURY : Az TOP O CONCRETE SLAB (DESIGN L MATERIALS NOT BY POLIGON) -i ELECTRICAL ACCESS(OPTIONAL) I1- (OPTIONAL) �121E1 _ m TOP IF CONCRETE FOUNDATION TOP OF CONCRETE SLAB (DESIGN BY POLIGON) ANCHOR BOLTS N (MATERIALS NOT BY POLIGON) (DESIGN 6 MATERIALS SN a NOT BY POLIGON) TOP OF CONCRETE FOUNDATION 4w 4m (OPTIONAL) (DESIGN BY PRIGON) MillirAit�I_WAI iN ill, Fjyo= (MATERIALS NOT BY POLIGON) i`M� �w ,...��1 o1=� ANCHOR BITS ' NON-SHRINK GROUT ELECTRICAL ACCESS(OPTIONAL) NON-SHRINK GROUT FIXED BASE FIXED BASE (WITH NCLALING SLAB) (WITHOUT CONCEALING SLAB) NOTES Xj- I. THE REQUIRED BASE PLATE STYLE IS A FUNCTION IS THE PROJECT SPECIFIC ENGINEERING REQUIREMENTS. 2. ENGINEERING WILL DETERMINE TIE REQUIRED BASE PLATE STYLE BECAUSE IT CAN DRAMATICALLY AFFECT 5� THE STRUCTURE'S DESIGN AND PERFORMANCE. a VE UNDERSTAND THE BASE PLATE STYLE CAN IMPACT THE CONSTRUCTION SEQUENCE(I.E.THE TIMING OF THE SLAB INSTALLATION)SO PLEASE USE THE FOLLOWING INFORMATION AS A GENERAL GUIDE, STOP!! PINNED BASE PLACES ARE PROVIDED ON THE MAJORITY OF STRICTURES y FIXED BASE PLATES ARE TYPICALLY ONLY REQUIRED IN HIGH SEISMIC REGIONS,ON SOMEa� iN 4. IF YOUR LARGE STRUCTURES HAS UNIQUE BASES PLATO SLAB,OON RFOUNDATIONRETQUIREMENTS,PLEASE F.-(:`nm1`n NOT FOR CONSTRUCTION COMMUNICATE THAT INFORMATION WHEN PLACING AN ENGINEERING ORDER. AC) ♦ / USE FOR PRELIMINARY ^4 �L PLANNING AND ESTIMATING ce _ ONLY QY Y �- a z ELECTRICAL ACCESS AND CUTOUTS N Zz _6-w Q o � WHAT IS ELECTRICAL ACCESS? ' d• Z �- A S-1/8'0 HOLE IS PROVIDED THROUGH COLUMN BASEPLATE. nLI ' 3/4'0 HIRES ARE PROVIDED THROUGH CONNECTION PLATES TO ALLOW WIRE D ACCESS UP INT13 C'GAIPIHDSSION TUBE/RING OR RIDGE BEAM. moi. 00 F- • ELECTRICAL ACCESS INTO'ADDITIONAL MEMBERS IS AVAILABLE UPON REQUEST. o O O U WHAT ARE E ECTRICAL CUTOUTS? COMPRESSION • ROAD}NILE OR RECTANGULAR CUTOUTS IA.MEMBERS,REQUIRED FOR OR RIDGES BTEAM UPPER TRUSS •�� 5 Q INSTALLATION OF ELECTRICAL FIXTURES OR WIRE ACCESS. 8 ' ALL CUTOUT REQUESTS MUST BE REVIEWED BY UDR ENGINEERING DEPARTMENT a R J w (THEIR PLACEMENT MAY AFFECT STRUCTURAL INTECRTTYD. • PU_IGON 1S NOT RESPONSIBLE FOR UNAUTHORIZED CUTOUTS MADE IN THE FIELD. ■— UPPER TRUSS —I • UNAUTHORIZED ELECTRICAL CUTOUTS MADE IN THE FIELD WILL VOID THE •tea TAIL SHELTER'S WARRANTY. UPPER PURLIN • TO ENSURE FLUSH MOUNTING OF AN ELECTRICAL FIXTURE,ROUND COLUMNS 1.11` WILL BE EQUIPPED WITH A WELDED IN ENCLOSURE THAT ACCOMMODATES A STANDARD UL LISTED BOX. CLERESTORY MEMBER JUNCTURE COLUMN a d°�' COMPRESSION HOW TO COM NAT C TOUT REQUIREMENT RING/TUBE iii, +• I•H •1 1• •A" UP THE SUBMITTAL DRAWINGS TO OR RIDGE BEAM �'`i OVER TRUSS ACCURATELY COMMUNICATE CUTOUTS WITH EXACT DIMENSION(S)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). ° CUTOUT SIZE MUST BE COMMUNICATED AT TIME OF ORDER. TRUSS TAIL �` LOWER '' IF• NOTE WHICHTOITH OF MEMBER, THE CUTOUT IS U UT,LOCATED. �`_ LOWER PURLIN \` TRUSS TAIL • BE MOT SPECIFIEDTTHE BOTTOM,CENTER,OR TOP OF CUTOUT,DIMENSION WILL BE TARN TO THE BOTTOM OF THE CUTOUT. PURLIN I_„/ I_i/ WHERE CAN CUTOUTS BE LOCATED? UUILLI LUIUUTSEARL IYPILALLY LOCATED 18'ABOVE GRADE ON THE INSIDE 100 CONSTRUCTION DOCUMENTS FACE OF THE COLUMN. TENSION MEMBER • LIGHT SWITCH CUTOUTS ARE TYPICALLY LOCATED 48'ABOVE GRADE ON THE TENSION MEMBER �\ ,_co PRELIMINARY PICNIC SHELTER INSIDE FACE OF THE COLUMN amgm _ DETAILS • ALL CUTOUTS ARE TYPICALLY AT LEAST 12'FROM ANY STRUCTURAL JOINTS. TYPICAL �� ° ALL CUTOUTS ARE TYPICALLY CENTERED ON THE MEMBER WALL(NOT CLOSE TO TYPICAL VIRE RU !Em QMSw THE CORNERS). WIRE RUN ° CONTACT LOCAL POLIGON REPRESENTATIVE WITH ANY ADDITIONAL QUESTIONS. • CUTOUTS CAN BE LOCATED THROUGH COVER PLATES. COLUMN COLUMN REVISIONS 2 3/B'- �- 4-1/8' 0 1-1/16' 0 3/4 BASE PLATE BASE PLATE 4-1% a SCALE AS NOTED DRAWN BY BEO DATE 07.01.2016 TYPICAL WIRE RUNS z .4 PRJECT NO. 1534 SINGLE GANG DOUBLE GANG ELECTRICAL a' CUTOUT CUTOUT HOLES 6 n w SHEET TYPICAL ELECTRICAL CUTOUTS 5 L7 1 3 4 1 • ■ ■ r ■ • ■ '`-`\ 1.WATERUNEE FACPRIVATE WRIERUNE IUTTES BEHIND THE METER OR BACKFLOW _ j • • • • ■ ■ ■ PREVENTOR ARE PRIVATE IMPROVEMENTS. A CITY OF , - 1� ` TIGARD PWMBINO PERMIT IS REQUIRED. il a - /y �� `9 \ Z 2014 OREGON STATE PLUMBING SPECIWATERUNE PIPE SHALL MEET THE ALTY CODE.IREMENTS OF THE 1 a-c� f 1 { 3. BACKFLOW DEVICE IS REQUIRED ON THE DOMESTIC ' t i t WATER SUPPLY LINE. THE DOMESTIC SYSTEM BACKFLOW i I i �, PREVENTOR SHALL BE A DOUBLE CHECK VALVE ON THE o i ;r---1 {� I I OREGON STALE HEALTH DIVISION 'APPROVED BACKFLOW ' �'�, �? ! PREVENTION DEVICES'UST AND ACCEPTABLE 10 THE CITY OF TIGARD BUIUXNG DEPARTMENT AND THE TIGARD N WATER DISTRICT. r .ate 4. WATERLINE AND APPURTENANCES ARE TD CONFORM TO c { �\ MATERIALS,INSTALLATION AND TESTING REQUIREMENTSOF THE o o \\\ J THE CITY 2014 OF TIGARD BUILDING PDEPARTMENT AND THLUMBING SPECIALTY E 1 '. , OREGON HEALTH DIVISION ADAINISTRATVE RULES, i , I 1 \ III CHAPTER 333. GRANULAR BE O 20' 4-0' I t I 1 1 i I 6 BRENCH BAND SHALL BE IN ED ARE TED TTAS O% MAXIMUU n ?: I / I I 6. SAWCUT PAVEMENT AS NECESSARY FOR PLACEMENT OF .. i I I WATERLINE PER CITY OF TIGARD STANDARDS. GRAPHIC SCALE 1"�20' :; `_ r* 7. FOR BULL MOUNTAIN PARK ACCESS MATCH EXISTING PAVEMENT AND ROCK SECTIONS WHERE UTILITY I �" �� TRENCHING IS REQUIRED. ' I 1 8. CONTRACTOR TO REQUEST UTIUTY LOCATES FOR EXISTING ' % i 4, I' ' 1 GAS AND ELECTRICAL AS EXISTING LOCATIONS ARE NOT (}1 C KNOWN. ADJUST PROPOSED WATERLINE AS MAY BE � �`x ' I ( 1 NECESSARY IN ORDER TO AVOID CONFLICTS. • :o�.� .q- Jr"'' '� ", \ \ ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY I 4 :i- \ I1 THE OREGON UTILITY NOTIFICATION CENTER. 'THOSE RULES ARE SET FORTH IN OAR 1 �` �� \ 1�. 1 �, j1 \, 962-O01-0010 THROUGH OAR 9E2-OO1-0090. YOU MAY OBTAIN COPES a THESE o'- I "o- -?- \� /I I 1 ,I 1 I \ \ I, RULES FROM THE CENTER BY CAWNG 503-232-1987. IF YOU HAVE ANY QUESTIONS `.i���irriiiiitkiiiir 1 0 1I ' l rt I ' \ ABOUT THE LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION CALL CONTACT THE CENTER. YOU MUST NOTIFY TIRE CENTER AT \ 1 r `av \ 246-6699. .-1.-...; T (( / j 1 Il't , \ \ \\ \l -9. 14- A.II 1 lb, \\\ \\\\\ \, \ '4.1 :1— \ 11 • - PROPOii, , =,,,,,,SED DRINKING �i �. ? 1 1 ', ?? ' \ K FOUNTAIN LOCATION �� !�' ? , \ , �, \ Q CesL ....\-3,(1,...\\f 0 .....4.6. ,.,1 \ .*4- •1 ' 1 I I I 11 \? \ Z Q k 1\ \ z C� � E* \ i V N:41111111411r / 1 \ 1 \ ', \I k it, 11,. I= R CITY O i \\\` p � � t �14111. 1 \ \ � J w R �• ' r ° ' i • •! ( I an o �. PROPOSED 1" T WATER SERVICE 8-J jJ � I /J �z. I { I t " 1 I j l = 147.98' ! 1 I I �V i F ,11111k 1 •-*'.... .- 11 5+ 't PROPOSED 1' '? t / f , \ ti /'L13 '1 1 ' WATER SERVICE ? \ I �� \\I L = 49.61' 1 \ 1 - / Ai: \ . t 4-k ''''-- . \ A PROPOSED HOSE ,r 100%CONSTRUCTION DOCUMENTS / BIB LOCATION WATERLINE PLAN PROPOSED BACKFLOW PREVENTOR DEVICE / EXISTING SISUL ENGINEERING FIRE HYDRANT 375 PORTLAND AVENUE GLAD TONE, OREGON 97027 (503) 867-0188 REVISIONS DRAWI,G: 16-031 Pdnns.tlwy 1 i '-..C.4:1* �h1 1y`,r1 EXISTING HOSE BIB AT r3 3i!�� _,,,�! METER TO BE REMOVED r SCALE AS NOTED K NOTE: DRAWN BY BEO U PAVEMENT REMOVAL AND TRENCH AND �l� JJJ w PAVEMENT RESTORATION ARE INCIDENTAL 6 9� DATE 07.012016 _ _ ..1Gy PROJECT NO. 1534 EXISTING 1" WATER TT) WATERLINE IMPROVEMENTS. .., , SERVICE TO BE REPLACED i DSI • 6/30/18 SHEET WITH 3/8" WATER SERVICE ; BY CITY OF TIGARD to c100 s DocuSign Envelope ID:D9EAFABB-5268-474E-93D5-228CBE44B6F5 ITEM TOTAL MARK SHEET REMARKS ITEM TOTAL MARK SHEET REMARKS ITEM TOTAL MARK SHEET REMARKS REVD. N0. REVD. N0. REVD. N0. 1/4" PLATE 4 PL-1 4 GALVANZED(SHOP USE) 1/2'4 x 9" LAG 294 , GALVANIZED(FEUD USE) 3/4"4 x 10 1/2" M.B. 17 GALVANZED(REID USE) 1/4' PLATE 4 PL-2 4 CALMED OOP USE) 5/8'4 x 14' LAG 33 GALVA/QED(FIELD USE) 3/4'4 x 13' M.B. 9 GALVANZID(FEUD USE) a 1/4' PLATE 8 PL-3 4 GNAWED(9•13P USE) 3/4'4 x 6 1/2" M.B. 72 GALVANIZED(91P USE) 7/8'4 x 11' M.B. 33 GALVANZED(FEUD USE) 3 1/4" PLATE 8 PL-4 4 GALVANZED(SHOP USE) 3/4'4 x 6 1/2' M.B. 33 GALVANIZED(FIELD USE) 1/2'4 FLAT WASHER 294 GALVANZED(FEU)USE) ce 1/4" PLATE 16 PL-5 4 GALVAN®(FEUD USE) 3/4'4 x 7" M.B. 32 GALVANIZED(9W USE) 5/8"4 FLAT WASHER 33 � : I USE) WELD ASSEMBLY 2 W-1 4 GALVANIZED(9ICP USE) 3/4'4 x 7" M.B. 25 GALVANZED(FIELD USE) 3/4'4 FLAT WASHER 17 . _ ;I USE) _ WELD ASSEMBLY 2 W-1A 4 GALVANIZED(9W USE) 3/4'4 x 10' M.B. 9 - GALVANZED(FED USE) WELD ASSEMBLY 8 W-2 4 GALVANIZED(FIELD LUSS) �V C T l O COLUMN SHOE 4 CS-1 5 GALVANZED(FEED USE) STAIN # 1 QT. AvLaki TOUCH-UP O A LIa - - STAIN # 1 QT. BUIL iniiiiiiiilattop SHEETTOTAL PC. GLUE FBM N0. & THICK- COMBI- � WRQ sm— cox , t FAB SHAPE PROTECION CERTIFICATE REMARKS NO. TALLY PIECES MARK DIMENSIONS LGTH, PER PIECE TOTAL NESS OF LAMS NATION NCHr mous FINISH RECT. 4 2 T-1 TRUSS T-1 (SHIP ASSEMBLED) SHIP ASSEMBLED 4 4 TC-1 5' x 9 5/8" 11'-6" 81 324 7 0 1.375 24F-V3 ® 1� FAB WRAP A.I.T.C. 4 2 BC-1 5' x 9 5/8' 16'-7' 117 234 7 0 1.375 24F-V3 ® 2 FAB WRAP A.I.T.C. 4 2 VW-1 5" x 5 1/2' 3'-9' 15 30 4 0 1.375 24F-V3 ® 2 FAB WRAP A.I.T.C. 4 4 DW-1 5" x 5 1/2" 3'-4' 14 28 4 0 1.375 24F-V3 ® 2 FAB WRAP A.I.T.C. w 4 4 DW-2 — 5' x 5 1/2" 3'-11' 16 _ 32 4 0 1.375 24F-V3 ® 2 FAB WRAP A.I.T.C. ' w g 4 4 KB-1 5' x 6 7/8" 4'-10" 25 100 5 0 1.375 24F-V3 an Q FAB WRAP A.I.T.C. 0 4 4 KB-2 5' x 6 7/8' 5'-0' 25 100 5 0 1.375 24F-V3 ® Q FAB WRAP A.I.T.C. , 5 4 C-1 8 1/2" x 11' 10'-5' 139 _ 556 8 0 1.375 24F-V5 ® Q FAB WRAP A.I.T.C._ -I 5 36 R-1 3' x 4 1/8" 11'-11' 24 864 3 0 1.375 24F-V3 ® 1 FAB WRAP A.I.T.C. 1- 5 2 B-1 5' x 9 5/8' 16'-1" 113 226 7 0 1.375 24F-V3 ® Q FAB WRAP AJ.T.C. — w — 5 16 P-1 5' x 6 7/8' 20'-6' 103 1648 5 0 1.375 24F-V3 [ J 3 FAB WRAP _ A.I.T.C.N Y 1,254 FBM - 2x6 SOUD, #1 GRADE, S.Y.P., T&G, V-JOINT, S/L, BUNDLE WRAP, ONE COAT STAIN # e.N ARCHITECTURAL APPEARANCE GRADE - FINISH 2S2E1e - ONE COAT STAIN # -- -. 0w SEAL END GRAINS AND CROSS-GRAIN CUTS WITH PENETRATING SEALER OR SAME STAIN. ¢QD PRC+pF < w 57 PIECES 0 8'-0" 4" GI NF `S'g+ IT 57 PIECES 0 14'-0' 60 tiN ER 1:. ARCHITECTURAL APPEARANCE GRADE - FINISH 252E - ONE COAT STAIN # t� m SEAL END GRAINS AND CROSS-GRAIN CUTS WITH PENETRATING SEALER OR SAME STAIN. err— § 82Pb % Cu.a A L,s this' 3 ARCHITECTURAL APPEARANCE GRADE - FINISH 2S2E2e - ONE COAT STAIN # —or, a�i... SEAL END GRAINS AND CROSS-GRAIN CUTS WITH PENETRATING SEALER OR SAME STAIN. ns, 'li,Q�c ulv'''`�� _ Ntt � �ENTIRE SHEET 's'�S'<FM$� �5Pa� 10/27/2016 S q• �- ® MINAT SPIRITSTOURNETRTAT OROPHEN LIGHT !—!6 � � EXPIRES:�z-3 •••• •• •. •••• TREAT PRIOR TO GLUING w/PENTACHLOROPHENOL N UGHT •4 * ® MINERAL SPIRITS TOA NET RETENTION OF 0.6 PCF. }-- ±19'_1• - 4, FINAL DESIGN PRINT] SHIPPING DIAGRAM Q10-14-16 C.O. #1S.W. PROJECT 20' SQUARE SHELTER STRUCTURAL WOOD SYSTEMS LOCATION Tigard, Oregon A DIVISION OF HARRISON INDUSTRIES DATE REVISIONS BY WHOM P.O. BOX 250 GREENVILLE, ALABAMA 36037 ARCHITECT - GLULAM IS SOUTHERN PINE THESE DRAWINGS ARE THE ENGINEER PHONE: 334 / 382-6534 MANUFACTURED IN ACCORDANCE COPYRIGHTED PROPERTY OF FAX : 334 / 382-4260 Porter Corp WITH ANSI A190.1-2012 AND STRUCTURAL WOOD SYSTEMS CUSTOMER L-043-2-16 ANSI 117-2015. DRAWN BY S.W. DATE 10-17-16 JOB NO. DATE THIS I 10/27/2016 AND MAY NOT BE REPRODUCED OR C.C. -24-16 SHEET NO. 1 OF 5 PRINT . VVAS MADE USED FOR ANY OTHER PROJECT CHECKED BY DATE le DocuSyn Envelope ID.D9EAFA8&5268-474E-9305-228CBE44B6f5 16'-0'(-Q OF COLUMNS 3•-6, i} 631' 13' o m { 0 0 �0 0 4. ®4 ( JX°".r 5•x 9 5/8•B-1 0 ®/ o .Am ,{ I { /t J ® /PL-5 4.PLATE ® m y 0 0 6 / WELD ASSEMBLY W-1 H "1 W- 2 O FS. b%' -' ' kL ,5� ,/ ,`� x'12 2t121' 2 CONN. S-1 (SHOP USE) Y?y w .._r_ >_-;, t/ .]• Si. 2 PL-1(1/4•/2'PLATE)M.B.(SHOP USE) N �; "2 "2 6 3/4'/x 6 1/2'Y. (SHOP USE) � ^�+y {F= DowSgn Envelope ID:0SEAFA6&5266474E-9305-228CBE4406F5 GENERAL NOTES: 1. THESE SHOP DRAWINGS ARE BASED ON: CVIS DESIGN/P.O.100680 2. MEMBERS AND THEIR CONNECTIONS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS,APPLIED IN ACCORDANCE 111TH THE 2014 OREGON BUILDING CODE AND ASCE 7-10: DEAD LOAD 12 PSF+GLULAM WEIGHT UVE LOAD 20 PSF WIND LOAD 120 MPH VEL,EXP.C,CAT.II SNOW LOAD 30 PSF(GROUND SNOW) - 3. GLULAM MEMBERS ARE SOUTHERN PINE,MANUFACTURED IN ACCORDANCE NTH ANSI A190.1-2012 AND ANSI 117-2015.ADHESIVES ARE'WET-USE'TYPE PER ANSI A190.1-2012 AND CONTAINS NO UREA FORMALDEHYDE. 4. UNLESS NOTED OTHERWISE,STEEL IS A36,WELDS PER AWS STANDARDS,AND MACHINE BOLTS ARE A307.ALL STEEL AND HARDWARE ITEMS WILL BE GALVANIZED UNLESS NOTED OTHERWISE ON THE MATERIAL SHEETS. 20'-0' 5. THE APPROVING AGENCY SHALL VERIFY DIMENSIONS AND DETAILS AND NOTE ANY CHANGES DESIRED, 7-0' 8'-0' 8.-0- 2'-0. PAYING PARTICULAR ATTENTION TO THOSE ITEMS CIRCLED. 5a.IN THE EVENT THAT NOTES,(ASKING THE APPROVER TO VERIFY INFORMATION),ARE NOT F ADDRESSED BY THE APPROVER,S.W.S.WILL ASSUME THAT INFORMATION TO BE CORRECT AND WILL FABRICATE USING THAT INFORMATION. 5b.S.W.S.WILL ASSUME THAT NOTES WRITTEN BY THE APPROVER ON THE APPROVAL DRAWINGS, � KB-1 (WHICH ASK FOR FIELD VERIFICATION OF DIMENSIONS),HAVE ALREADY BEEN ADDRESSED BY THE r \ KB-1 _ I I CONTRACTOR PRIOR TO THE RETURN OF THE APPROVAL DRAWINGS :, ® \ o TRUSS T-1 \ ,, I 6. COORDINATION OF THESE SHOP DRAWINGS WITH THE PROJECT DRAWINGS AND WITH THOSE OF OTHER /\ TRADES IS TO BE DONE BY THE ARCHITECT OR THE GENERAL CONTRACTOR. A'S.i aA n�a I! t! 7. MANUFACTURING CANNOT BEGIN UNTIL ONE COPY OF THESE SHOP DRAWINGS,SIGNED AND DATED BY ...3.n �! ® I THE APPROVING AGENCY,HAS BEEN RETURNED TO STRUCTURAL WOOD SYSTEMS AND REVISIONS,IF t! I ANY,HAVE BEEN MADE _1 I oa I GENERAL CONTRACTOR / ERECTOR NOTE: PURLINS&RAFTERS NOT § a1 1. FOR THE UNLOADING,HANDLING AND CARE OF MATERIALS,REFER TO FORM SWS-50 WHICH WILL SHOIW FOR CLARITY COMPANY SHIPMENT. Cr 1 A I 2. MEMBER CONNECTIONS HAVE BEEN PREFABRICATED AS SHOWN ON THESE DRAWINGS,HOWEVER,ALL OF (TIP) I THE STEEL OR MEMBERS MAY NOT HAVE BEEN PREF1T.THE ERECTOR SHOULD THEREFORE CHECK FOR INTERFERENCES SUCH AS CLEARANCE AT WELDS OR PLATE WARPAGE.MINOR CORRECTIONS OF THIS Jr SORT SHOULD BE MADE BEFORE ERECTING THE MEMBERS. <! W! 3. BECAUSE OF 1IREIR SIZE AND WEIGHT IT IS OFTEN IMPOSSIBLE TO HANDLE PRFFINISHED MEMBERS I WITHOUT CAUSING SOME BLEMISH OR DAMAGE TO THE FINISHED SURFACE,EI HER IN SHIPMENT OR ( ON-SITE EXTRA STAIN IS SHIPPED FOR THE CONTRACTORS USE IN TOUCH-UP,IF IT SHOULD BE REQUIRED.THE COST OF SUCH TOUCH-UP WORK SHALL BE THE CONTRACTORS RESPONSIBILITY. <1> -- - - - - -- - - -- -- -- -- - - -- I b 4. MINOR MISFITS SUCH AS THOSE WHICH CAN BE CORRECTED BY ALIGNMENT WITH DRIFT PINS ARE 1 NORMAL EXPECTATION AND COST OF ERECTION.WHERE SHORTAGES OR OTHER ERRORS OCCUR, STRUCTURAL WOOD SYSTEMS SHOULD BE ADVISED IMMEDIATELY SO THAT THEY MAY DETERMINE THE I CORRECTIVE ACTION TO BE TAKEN.BACKCHARGES WILL NOT BE ACCEPTED FOR UNAUTHORIZED .4 CORRECTIVE WORK. P. DOUBLE I OF 5. IT IS THE INSTALLER'S RESPONSIBIUTY TO ENSURE THAT THE GLULAM MEMBERS ARE RE- WRAPPED OR R-1'x I PROTECTED FROM THE ELEMENTS WHEN THE PAPER HAS BEEN REMOVED TO ATTACH STEEL AND HARDWARE CONNECTIONS FAILURE TO COMPLETELY PROTECT THE MATERIAL WITH A WATER-REPELLANT OPAQUE COVERING WILL RESULT IN UNEVEN DISCOLORATION OF THE MEMBERS BY SUNUGHT AND/OR OTHER ELEMENTS. .; c t HG 6:1. I I I OF DOUBLE 1 R-1'a = I 1 I 1T. I t! t7 I I I m Y •1 I S. I 3• _ ®>< 'Cr �} ><® �! TRUSS T-1 �% KB-1 s 1 Aim LEGEND KB-1 o Pao .0 IF1I OSS�WGINEQR 8,,0 I 4 t.-0457924E I. , WCRK PONT 1 L 11 5 MP WORK PONT DSq y, B,an°�6fi TATE SPECIAL NOTE CF CLOD CED ITEMS GLULAM FRAMING PLAN 3/4'•r-0' 10/27/2016 Refs A.`-45P t CENTER LINE EXPIRES:12'31-14 F.E FAR SCE G.C. GENERAL CONTRACTOR . [ )[ ® DENOTES PROVIDED BY GNECTOR ENERAL CONTRACTOR AND TO BE FINAL DESIGN PRINT BEAM BEARING ELEVATION A10-14-16 C.O.p S.W. PR0,EcT 20'SQUARE SHELTER STRUCTURAL WOOD SYSTEMS ®ENTIRE SHEET LOCATION Tigard,Oregon A DIVISION OF HARRISON INDUSTRIES DATE REVISIONS BY WHOA ARCHITECT P.O.BOX 250 GREENVILLE,ALABAMA 36037 THESE DRAWINGS ARE 1HE ENGINEER PHONE 334/382-6534 COPYRIGHTED PROPERTY OF CUS7DMER Porta Carp FAX : 334/382-4260 STRUCTURAL WOOD SYSTEMS DRAWN BY SW. DATE 10-17-16 JOB NO. L-043-2-16 I ..---%. I 10/27/2016 AND MAY NOT BE THROPRCEDOJE T CC. 10-24-16 SHEET NO. 2 OF 5 USED FOR ANY OTHER PROJECT CHECKED By DATE DocuSgn Envelope ID.D9EAFA8&5268474E-9305-228CBE44136F5 • • 19'-6' a 2'-51• 2- 2-.1• 2•_5• 2'_54• 2'_5• 2'-5• 2'_54' 1i• 13• i 13• 1i• i. 1. "4 1. i • 1i. 1i. .'4 1. 1i. 1i. 1. 1i. 1i. 1i. 1i. 10• t t t t 1.1 t't t t t•t t'1 t t t-t P_1 40114041 ...0. �� i 2'-24' 1 2*-24• 7-24' 7-24• 2-24• 2.-24' Y-24• 2'-24• i cry R-1 \\♦1r11. V 1: I• —■■■ ■I— II (TYP.) ' virticri*- 7, -. .1.iiiie .,,,,,,,,„, .:41.1.1., ,,..0. 1? 2x6 T&G-B'-0• • 2x6 TAG-14'-0' 12 �\♦0.\ I 4, ♦/�� 1C. R-1 I I T-1 I SH�WIPURL1NSM CLARITY I I elio 4.1" _i _ tryp.), m II H II III B111716,701 -1* ,,,, ., _ . . - , _ _ _dr _ _ Ili r IlLY � 8'-0. 2'-0. g-D• 2•-0- 103-1 Or , OW) I P KB-•) C I C-1 C SYM t! I I I I c 0 0 to I 1 I ° ° • 'v. °I° °I° sl. ?'e !7 Fi ° 0 F.7 I • 40 2-2 d - �- .. .2-0' _ .�—- 4 d <D AB BY OTHERS -a 4 • °... a _ 'A _a-d :a 4 a a - 4 a SUB BY OTHERS _ _ A 4. . _ a a 4 - 4 d 4 4 a CC a Aa ` '.d a o _ 4 a a A a 4 • a aa a a a v 4 a4at a- -.d a a a 4 d a 4 a _ a d 4 a - 4 a d 4 8 a 4 a e O A. a. A aa• SECTION 1 3/4•-1•-0. SECTION 2 3/4•-1'-u' .- ( _��m�'o�"m Tr 1 ViaYIA,S '54 FINAL DESIGN PRINT 0`7,,I SP•t 10/27/2016 C EXPIRES:IZ 3I-/4 ®10-14-16 C.O./1 Sw. PROJECT 20'SQUARE SHELTER STRUCTURAL WOOD SYSTEMS ENTIRE SHEEP LOCATION "DPI Qegon P.O.BOX 250 HARRISON GRE DALLE.ALABAMA 36037 DATE REMANDS BY WHOM ARCHITECT THESE DRAB%NGS ARE THE ENGINEER PHONE 334/362-6534 COPYRIGHTED PROPERTY OFPaler On FAX : 334/382-4260 STRUCTURAL WOOD SYSTEMS CUSTOMER ABS MAY NOT BE REPRODUCED OR DRAWN BY S•w• DATE 10-17-16 JOB N0. I —rrry I 10/27/2016 USED FOR ANY OTHER PROJECT CHECKED BY C.C. DATE 10-24-16 SHEET NO. 3 OF 5 DoaSgn Envelope ID D9EAFA88-5266<14E-93D5-228CSE44136F5 9 7 21-0'0/0 11' 3' 1-4' 3' 7-24' 3' ` 2'-2i' 3• 2'-21' 3• 2.-24' 3• 2'_24' T 3• 2._24 r 2._24' 3• 17. - ® . ® a. a. s. s a.1 i s. I QV �t/ ® �� A�� V Ivy ®p �V �A ®® 1 I,..s, Q rr �P 1,--1 . NCO 5'x 6 7/8'P-1 p u 2-1 4 p p p p 1 ' p p ® 6-0 2'-0' r ELEV. PURLIN P-106 mum) - - - INP2 6 ----- 21' 3'-3�• - ®�— 3._ 9.-11 5/ — aA i, �. t -4 5'x 9 5/8'B-1 + + 321 %� }e+ 1_4. �� ® _—® _ _ _ _ _ �_ _ _—___ _ _ _ _--A + + • r. ;I; ;1; 1 � 15'-6d'0/0 n I m C-1, I i kk I' i ELEV. BEAM B- 1 aM 1 1 -''� " ' ; - ,J� / \\\\ 1' 64' 164' ,1 1L ,/ \\COLUMN SHOE CS-I I '( , ?i i *it --'� •01 —_ i ® 1 4 CONN. S-10 1 CS-1 ( lro ( t 8 7/8'6 x If N.B. ,/ _ C'S-.1 3� �� �e 2 2 a PL " N4000,r a U i t'6 HOLES FEB k0 BOLTS I 0,.' V 6 Pa 7'0• m e b � � Jg0 1. SHOP NOTE 'Ai BC TABLE 1806.2 GLASS 4 SOILS ASSUMED. i! '7.4111110711111111S* 44° 6NLUDE Y6ff HOLES (CUSTOMER TO ADVISE IF DIFFERENT)ALL 4 SIDES • . INCAS TAKEN PEA BC 1806.14. %to,FOUNDATION TO BE CONSTRAI ED AT GROUND SLAB ON GRADE I m SURFACE BY OTHERS SLAB. /.4////////////* BY OIFIERS I 1� 'CO 4 s.- 4'''T—a �Ia a —1I (4)3/4.6 x 24'ANCHOR BOLTS /: ° / I1 _• IIIA° T _.:\ x/4•HOOK 11554-GRADE 36) a II II COR HEADED ANCHOR BOLT °°i �— —I Hi_ wtm PLATE WASHER TACK LELDEDV. 1 a 1,1 - - TO IBRD(F,554-GRADE 36) �.� 4 1 ° (I1 ilk. a ° I V ii' I Hi a ��1 _� I I a. * • 7 • 10 ,'- 10t ,'-9k 10 1.-911" ,D,} st 4 i FINiSH . � a I°_ d—a ° Qa c 31.CONCRETEMINGC GGL) b 10'-0' BY ELEV. RAFTER R-1(36 REQUIRED) ,,/r- • ' a l �a JI— oa) 2 I' ' is a °• I 4 (7) 3 TIES 15 AL BARS -$4 N6 NNE�-.8 � H A CIRCULAR CAGE V n' n 21 a a • A- l'" °44.A.00-` '' ~ FINAL DESIGN PRINT y a. h 9gCN 8.� t3� • a—I_ �d I_ ±1. 9ELEV. COLUMN C-1 ,,rr-1.-r 4 ° - a ° to io/PROU6 EXPIRES:Ix-3'-1O (4 RmU6D) (3000 FSI IAN FOOTING CENC.CDMPIESSIVE STRENGTH) _ _ - - - ®10-14-16 C.O.SI 514 PRo.ECT 20'SQUARE SHELTER STRUCTURAL WOOD SYSTEMS FOOTING TO BE POURED H COMPACTED ENTIRE SHEET ALL WELDS ARE TO BE FULL LENGTH, LOCATION Tigard.Oreg00 A DIVISION OF HARRISON INDUSTRIES DU OR FIRM VIRGIN SOIL 8 CONTINUOUS, FILLET OR GROOVE WELDS, P.O.BOX 250 GREEN',IL E,ALABAMA 36037 oATE REVISIONS BY WHOM ARCHITECT COLUMN BASE ANCHORAGE DETAIL SIZED TO MATCH THE THINNEST PLATE THESE DRAw1NGS ARE THE ENGINEER Phar FAX : 334 382-4260 PHONE 334 382-6534 COPYRIGHTED PROPERTY CONN. S-10AND NAY NOT BE ItEPRODU(SD OR DR 1 1/r-1'-0' WELDED, UNLESS NOTED OTHERWISE. STRUCTURAL WOOD SYSTEMS 1-043-2-16 DRAM MN B BY SW. f1ATE 10-17-16 SOB NO. I ,were.: I 10/27/2016 USED FOR ANY OTHER PROJECT CHECKED BY C.C. DATE 10-24-16 SHEET NO. 5 OF 5