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Plans CI OF TI GARD D VICINITY MAP TAYLOR FERRY OREGON RECEIVE tilliP4. PLAN8 F OR PROJECT AUG 5 2013 600 .., NOPTH 04 ) 9 �MCOTA FANNO CREEK TRAIL CITYOF t]1W 5 r ^+ 1FY 0111114 ,;:. . BUILDING DIVISION BARRooss " / ` TO GRA NT AVENUE MAIN STREET T � �,�� 8 �NN RD LINEAR PARK . (MAIN STREET TO GRANT AVENUE) BEEF r> RD / 4 1 TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15. 1998 iitl A 6( s , O PROJECT LOCATION , 'fro,,, � qc/ F ' — 4:, INDEX OF SHEETS X 1 CROSS SECTIONS TP 1 TREE REMOVAL /PROTECTION PLAN TP2 TREE PROTECTION NOTES G1 GRADING & EROSION CONTROL PLAN G 4 • L 1 STREET IMPROVEMENTS L2 STREET & STORM IMPROVEMENTS � L3 TRAIL PLAN & PROFILE j L4 L5 TRAIL PLAN & PROFILE TRAIL PLAN & PROFILE 11 / P roject Location < L6 TRAIL PLAN L7 TRAIL PLAN & PROFILE E �� / �� L8 GRAVITY WALL /FENCE PLAN &PROFILE I e N L9 SWALE PLAN • • ' > 1 DETAILS DETAILS r D �`rD,t, � �` • F �� 02 DETAILS 1 r l �G DETAILS S GEC `r� D 4 DETAIL Q P SA St D5 13 2 i'" qPiPr ' 9 1 � D6 DETAILS �P D7 DETAILS t o 08 DETAILS ,mo 11 D9 DETAILS U� J f ' � P % S�y so L- 1 PLANTING PLAN It P� ti S ♦ L -2 PLANTING NOTES ki • . L -3 PLANTING NOTES & DETAILS `-.'i ' IL-01 ILLUMINATION PLAN IL -02 ILLUMINATION DETAILS t v LOCATION MAP IL -03 ILLUMINATION PLAN 2 Z IL -04 ILLUMINATION DETAILS h N IL -05 ILLUMINATION DETAILS IL -06 ILLUMINATION DETAILS N 1 .t 9 ✓ !1 �� IL -07 ILLUMINATION DETAILS FN - A1TflON: Oregon low requires you to follow rules C4 �G 1 N \�O 1� IL -08 ILLUMINATION DETAILS V W adopted by the Oregon Utility Notification Center. Those w 14 394 T \ 1 , . �3 Oc k rules are set forth in OAR 952 - 001 -0010 through OAR �/ � 0°C) IL-09 ILLUMINATION DETAILS 952 -001 -0090 You may obtain copies of the rules by o calling the center. (Note: the telephone number for the I U t Oregon Utility Notification Center is (503) 232 - 1987). ' o fit0 t ATTENTION: excavating N s Notify 5 of an r existing high w os n % ;9t 3 0. , 9b q y KIM MCMILLAN, P.E. ENGINEERING DIVISION main. existing high 9 4°14 r � ENGINEERING MANAGER 13125 C SW. ORKS DEPARTMENT A I' SARAH JUNE 11, 2013 TIGARD, OREGON 97223 DATE '" VOICE: 503- 718 -2466 if CALL BEFORE YOU DIG ( EXPIRES: 12/31/ �j FAX: 503- 624 -0752 al. , C IP 2012- 92024 1-800-332-2344 TIGARD www.TIGARD- OR.GOV PROJECT NUMBER - PAY ITEM LIMIT OF TRAIL -- 2' f 10' I 2' ,, :' cYi 4 �. 2 /4P.C.C. Cr �T $ 2. O Cc "AX .�� • � � r ��w i � i l i l i l I i o l 171 0111, 10 0 CPO IllsillePI ,• r• .. � . . . �. : G RAVEL, SHOULDERS: i,ID...I: .I .�:..•:�:.�:��: GRAVITY BLOCK GENERAL TRAIL NOTES: \ \ \ \ v, \ \\ \ \ \ \ \\ /� \ /K \ /\\ 1 3/2" AGGREGATE , 1 • (25 x 2.5'x 5 LONG) \ // \ \ i� \ \.. v 1 STRIPPING DEPTH TO BE 6' MINIMUM. GEOTEXTILE FABRIC J 6" 1 Y2 " -O AGGREGATE BASE 2. EXCAVATION QUANTITIES WITHIN THE LIMITS OF THE COMPACTED SUBGRADE JJJJ TRAIL SHALL BEG /N IMMEDIATELY BELOW THE 6 4' P.C.C. 2% STRIPPING DEPTH. 3. SUBGRADE TO BE STERILIZED PRIOR TO �'�'' CONSTRUCTING AGGREGATE BASE. 10' WIDE CONCRETE TRAIL (0+19 TO 2 +86±) piovniwaiwiRv_ . ' • •• X A - • - • - • - • - • - • - BURY DEPTH VARIES 4. AGGREGATE BASE TO BE COMPACTED TO 95% N. T.S. a•��. -`.� ( BE C PAC 6' 1 Y 2' -0 atittittit.. dk . : • • • • AGGREGATE BASE / 5. RELATIVE DENS SUBGRADE ELEVATIONS TO BE VERIFIED BY A GEOTEXTILE FABRIC ,\ \ \ ,\,��\ `�\ `� , Pixt � -v :, �'; li 6" ° SURVEYOR PRIOR TO PLACEMENT OF AGGREGATE COMPACTED SUBGRADE J - � �- o- a -a�• -o BASE. 6. AGGREGATE BASE, LEVELING COURSE, SHOULDER 6" 3 / %" 0 LEVELING PAD --" 6° 6' MATERIAL AND CONCRETE SHALL BE INCLUDED IN THE "CONCRETE TRAIL" PAY ITEM. LEVELING PAD COMPACTED TO 909 RELATIVE 7. EMBANKMENT WITHIN THE LIMITS OF THE TRAIL k DENSITY (ASTM D -1557) PER GEOTECHNICAL REPORT SHALL CONSIST OF 1 1/2"-0 AGGREGATE BASE. 8. REMOVE EXISTING ASPHALT PATHWAY PRIOR TO NEW TRAIL CONSTRUCTION. 10' WIDE CONCRETE TRAIL (2 +86± TO 4 +52±) N.T.S. PAY ITEM LIMIT OF TRAIL i• I 8' 1 1 ' . 2% 4" P.C.C. 0 . , e �t t7 •T.. I ' ,' PAY ITEM LIMIT OF TRAIL vramoirmorab* e• .. 1 r:........�..�..,.ig_.a�.lx a: /:A. w..411= GRAVEL SHOULDERS: EXISTING GROUND ��` "� \ \ \ / / / ' 1 Y2 -0 L EVELING COURSE 1; \ / / \i \ \ i\ \�, �� \/\\ / /\\ ,\\ \,�� \..\\ \ \/\ 2% 4� P.C.C. GEOTEXTILE FABRIC 6" 1 Y ' -0 AGGREGATE BASE -� -re COMPACTED SUBGRADE 2 1�� F AGGREGATE BASE \ " \/\ \/\\ �\ \� \ \•,\ \ \ / \ / \\ \ i' GEOTEXTILE FABRIC COMPACTED SUBGRADE - � � 8' WIDE CONCRETE TRAIL (4 +52f TO 7 +13f) g t N.T.S. MO tiz 8' WIDE CONCRETE TRAIL (9 +95 TO 11+90*) R N.T.S. - h - ii SHEET Description and Addendums on Date No. By p ENGINEERING DIVISION FANNO N N O CREEK TRAIL A I L Dacrlptl ' xi . 11. 13125 S.W. ►41LL BLVD. TIGARD, OREGON 97223 AI = ' ' 503-718-2466 MAIN STREET TO GRANT AVENUE T IG A RD `iwwwncnRD— oR.cov TRAIL CROSS SECTIONS FILE NC it e DESIGN: JRP I DRAWN: JRP I CHECK: KSM PROJECT NO C/P 2012 -92024 92024 1 , i I NOTES I I LEGEND TREE PROTECTION FENCING LAYOUT IS PRELIMINARY. FINAL LOCATI TREE PROTECTION FENCING 1. TO BE DETERMINED BY PROJECT ARBORIST IN THE FILED. • 400 2. SEE SHE TP2 FOR TREE PROTECTION RECOMMENDATIONS. I IDENTIFED CROWN RADIUS 2 I . 4 \ ma y^ I E 4Ae ' _../s c- Rod�14' / i - f - - �1 - - c2 TREE TO BE REMOVED / r \ I I • 1v- Condition PT. 403 I / — _. I 430 \ hawthorn " DBH hawthorn I P T. 835 ' / ` / < �� Scouler's callow 8 DBH I Nr____Illit, \ 14' OBH 12` DBH Oregon ooh / / // / 1 r2' oDBH / . Remove- Condrtion \ PT. 898 632 ----- �•'�\ /tr, , 9 I r 1 F N Oregon white oak Sycamore maw / 4 ,- b /�/ r T. I A O Remove- Condition / 4 228 D "\ I P \ `� EF 12' DBH I Tree %/ 1 i i Ye oak �T 562 ( PT. 903 Protection ' � , \ ' _ �\\ Oregon white oak PE wMom 1 Fencing III i ii t i) ,. P irk! CT .„15,w, — --- --.. 20" DOH 10" DBH PT. 565 hawthorn ■ e h� .\� - 251026G(01190 / — I 886 _ Or gon ash 1 1 8 DBH 8" DBH I I 1 �� r V 0 _ 148 , hawthorn , * ' / 156 ref l 1 I o ` ` V DBH • ^ I 'fl i 1 e �„s o rn j I� \ k 47 � / r • 11;:' / iO I PT \ 1 1BH 1 2' DBH 1 I ii i Scou II , PT 383 �I�.:tC1. .' T \ 9 PT 869 br's •' ^ gall , 4? �� s G row 8 OBH �,::mn• ms 's � r :, i h� '! //' T. 6055 / 'TO ler \ \ PT 77? hawthorn Rmove- Construe , • ! 11M 1 i 54 /� iybol mopb t q 7 \ \ Scouler's wi7bw \ 8' OBH . �IIJIII DBH N. \ 12 DBH ail`� 53 •'� ♦� G� f 5 �� e I Ivor! 154 7 y_�, PT. 552 8 smo ruction \ \ I • (9 \ • ' 1 I � I ■ ` PT 625 \ 1 ' Oregon osh \ 771 PT. 873 • II Seoubr's b�L 11' DBH PT. '2 48 \ yy �y 1 blocottonwood Orewhit Rem 1' ubr'a : 382 � 12 8' DBH oubr's wiwilow I \ ction PT 71 I DBH gn sA C• - ILCtkM \ Re \ Remove- Construction ( I Ir `h \ Weeping wipol�'- t,11 12' DBH I l 524 C -Roder 4' ,� PT. 878 A D 1 I I • � 1010.444: p 48 DBH�� Remove- block cottonwood k�s fir „ ' 6' DBH PT 445 ✓ q Remove- _ 1•i ` Con structi on � � t ill Seoubr s wNb it �ifk�n ,,gy�pp OBH 1 16 DBH .r + . •4� �w.R i 7o 5?8 `s_ °Q' i I i i �) I .+ 1• • ;� I Douglas fr ��; - • ,� ?� � , o GEORGE MORLAN �� i+ T. 587 °��, �z I 1 _ -15 PT. 450 osh �'r1/ I I 20' oBH t �� 1 - 1y PLUMBING SUPPLIES Scoubr's w/No „I III� 1 Oregon , • bitor. �•e 18" OBH 4 , �� k $ �� ve -Con • fi, / w .. - 10' DBH ' _ �� ► ` �► I��,I — �� - �� °nu j i 1� 5 1; 12585 SW PACIFIC HWY 5 0 ► j �� "'°+• ► 1 O ra y 7' ' PT. 785 �� 1 , �� y.� Vii'• = -- 1� -,,, 1 \I/ 773 \ \ .� �; block cottonwood c r } PT 500 r• / 150 . � � 50 `j"„1 bLLrai :i 72' DBH ��1► 151 Seoubr's willow I 8' 'a wNlo DO PE 453 1 +* lir I PT. 577 Remove- Construction k � �,s 1 8' DiBIH � � ► S 2 I I Scoubr'a willow \ iS7 i 15p Oregon a sh PT 775 �I 8' DBH _ - - _ c • \ , L � � /� Roder 14' 4 DBH Scourer's willow • „ PT. 784 I I 20 �� '_ 14" DBH �\ �1 P cottonwood PT 586 �� Remove-Construction �7 I It 11 PT. 544 iiiik -�■ I _ 0 I Prot C tiOn I 1OBH �ou willow , PT fK I Fe ncn _ Doug ■ I � NP� 9 Remove Construction 26' DBH I PT 594 Remove-Construction PT 744 r Oregon ash I hawthorn I PT. 554 I Scou/er's willow J7` DBH 1 I 6 DBH �, 1 S wilbw I ?4' DOH PT 5?? I �� - - 6. DBH - PT. 583 Oregon White Oak PE 583b I eeePM9 w"1" ow weeping willow I 36' DIM DBH IN Re DB Remove- Condition PT 551 WOODARD PARK APARTMENTS G I Remove- Condrtion 1 _ I III 1111 _ PT ooh 517 11 DBH 9685 SW JOHNSON ST _ — I — 'I I, I - _ - _ - _ - - - PT 584 - - — I On white oak Remove-Construction weeping willow � •� 22' DBH I - - -o- \ Remove- Condition : • Revisions and Addsndums SHOWERING DIVISION F A N N O CREEK TRAIL S"EET Description Data No. By PUBLIC WORKS DEPARTMENT TP1 SCALE: 1" = 40' 13125 S.W. HALL BLVD. MAIN ST TO GRANT AVE • ' , IIrr1RD, OREGON 97 223 40' 40• 0." F ww. SQ3- ORG SITE TREE REMOVAL /TREE PROTECTION PLAN TI GARD wW w nG4RD -orr cov FILE NC DESIGN: JRP DRAWN: JRP I CHECK: KSM PROJECT NO: CIP 2012 -92024 92024 TREE PROTECTION REQUIREMENTS (BEFORE CONSTRUCTION) 1. Tree Protection Zone. The project arborist shall designate the Tree Protection Zone (TPZ). Where feasible, the TPZ shall be established at the dripline of the protected tree or grove. If the trail must be installed closer to the tree(s), the TPZ may be established within the dripline area if the project arborist determines the tree(s) will not be unduly damaged. The location of the TPZ shall be shown on the construction drawings. 2. Protection Fencing. All trees to be retained shall be protected by chain link or other fencing as approved by the project arborist. Protection fencing shall be secured to steel posts placed no further than 15 feet apart and shall be installed at the edge of the TPZ. 3. Designation of Cut Trees. Trees to be removed shall be clearly marked with construction flagging, tree — marking paint, or other methods approved in advance by the project arborist. Trunk wood of trees planned for removal should be left on the ground os large woody debris to provide important wildlife habitat, but branches and smaller material should be removed to reduce potential for wildfire. 4. Preconstruction Conference. The project arborist shall be onsite to discuss methods of tree removal and tree protection prior to any ° construction. (DURING CONSTRUCTION) 5. Tree Protection Zone Maintenance. Equipment shall not enter the TPZ nor shall any fencing be moved or removed except under the z direction of the project arborist. 6. Storage of Material or Equipment. The contractor shall not store materials or equipment within the TPZ. 7. Excavation within the TPZ. • Excavation within the TPZ shall be avoided if alternatives are available. • If excavation within the TPZ is unavoidable, the project arborist shall evaluate the proposed excavation to determine methods to minimize impacts to trees. • Root barriers to be installed where potential conflict with trail exists at project arborist's discretion. R, I? • All construction within the TPZ shall be under the on —site technical supervision of the project arborist. 8. Tree Protection Inspection. The project arborist shall monitor construction activities and progress, and provide written reports to the City during periods of active construction. Nsp 1 9. Final Report. After the project has been completed, the project arborist shall provide a final report describing the measures needed to maintain and protect the remaining trees. ?S� N • ° N t i Si Revision. and Addendum. F A N N O C REEK TRAIL Description Date No. By S PET PUBLIC RMe DIVISION DEPARTMENT — PUBLIC WORKS DEPA ` 1 3 1 2 5 S . W . b4LL BLVD. MAIN ST TO GRANT AVE TIGARD, OREGON 97123 {' A 503-778-2466 TREE PROTECTION NOTES $ TIGARD www ncaRO- oR.cov PILE NC DESIGN: AP ! DRAWN: JRP CHECK: KSM PROJECT NO: C/P 2012 -92024 92024 1 I �_ I a EROSION CONTROL NOTES: I GENERAL NOTES: 1 1 \ ` 1 O INSTALL ORANGE SEDIMENT /CONSTRUCTION /MIT FENCING PER DETAIL SH D7 1 • VEGETATION LOCATED OUTSIDE OF THE CONSTRUCTION AREA I TO REMAIN IN PLACES FOR SEDIMENT CONTROL 0 h' 0 INSTALL STRAW WATTLES PER DETAIL SHT. 48 2 . ORANGE SILT FENCE TO BE USED AS TREE R _ PROTECTION FENCING WHERE LF 1 0 INSTALL SEDIMENT CONTROL SILT SACK INSERT PER DETAIL SHT. 07. WHERE OVERLAP OCCURS L8 FOR R AS APPROVED BY PR ARBORIST. \ 3. ALL VEGETATED CORRIDOR AREAS ARE IN POOR CONDITION. I ' 0 INSTALL B/O -BAG CHECK DAM PER DETAIL HT. D7 I / ____ —� \!� I , ' \ 4. SEE SHTS. L -1 THROUGH L -3 FOR VEGING �t CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE UPON INSTALLATION OF CULVERT l — �� _ �' _ O \ ; c e/r " ` ` PIPE ` I ,• j ETATED CORRIDOR MITIGATION PLANT ' ► ��t F n 6 VEGETATED COR a� O \ .4%/5 _ RETAINING I I VEGETATED cif O7 SEE SHT. ET WALL PLAN AND PROFILE � �i - _ LINE /DOR . / "" • ....mi.., ilt - 150 al, � 0 135LFf \ W '!J I h — \ &! inhidiamir r �/ 1 56 � �' �: . T ' I 1 , ' I = � OW11111,410 :�; i '. 2�102BA01501 f30 t I 0 ' I p � p� �f s::: , / - , \ OW ER: CITY OF TIGA'� / 1 �� © \ T I fi� C I�r �a' 154 .ii / � � " � 4� ` ` i _ • ` 6. I/I �_ = ::= 'cr : .,.,� \ M o 5 , � &;�=� Q i� \` 7, I �� 8' ... l "17.2. f I � `~• �� 154 , � . ` e \ ' 1 ` � Os � � ' '` _ I ` _ i30 S 1 30 L o I ,.3" © .� a a '� "',1 ^ O 14 / ti 15 S \ Ft ' V j � )\ � � . .: •' r �, � NETLAND TO • .� I .. • .. 4 , .t• � 0��9 ∎ 1 B PeOTTCTEQ I VE G ETATED \ \ �, . �S , \ W4i, 1 . . . CORRIDOR / LINE 4 t e f I I '/ ��.5 5 ■ `t .., --*-- it ilk I ' � - ` _ 149 � � '�' � � , / " ` -�„ q.rra��• O "h�1 /' 111 150 „ 150 0 I �(t1. a 151 ' ry I ` _I VEGETATED ' �� i 1 _ - - LINE 1 �- 0) W � � c'`tV" G t N 8 `S'� I 1 I . 1 I I "I" ;h 1 � Iri I I � � � r I Z I � �; I I © I A I _ ° v. I • " I : u } 15 PUBLIC STORM DRAINAGE EASEME W 00 DA R D PARK APARTMENTS 30. � $., I r v� 1 4 1 i�� III - - - - 9685 SW JOHNSON ST UMW !�i ll I_�, _ - - - - - - - I 1233/_. I • I. ►1a. ?e>r 8 1 Revisions and Addsndums o+oNEERNO DIVISION F A N N O CREEK TRAIL SHEET Description Date No. By POEM NARKS DEPARTMENT G1 - SCALE: 1" = 40' ,3125 s aria 722 BLVD. MAIN STREET TO GRANT AVENUE �' • _ ` IN.ARD, OREGON 97223 � FAX: 5 0.3 -77 -0752 40' 20' 0 40' TIGARD FAX -OR. GRADING AND EROSION CONTROL PLAN FLE NC DE8IGN:JRP DRAWN: JRP CHECK: KSM PROJECT NO: C/P 2012 -92024 92024 0+01 . _4_ 4- �► ! R/k' UNE _ - _ _ OHP 11110P----- ___AO 1, OHP In • A I 1 +i -__ -/ 12-0. � - - P OHP _ _ OHP = - nHP _ _ . e w ,� o �_ - --�; _ _ - . POTHOLE AT SEWER I- ~ - SD w 0 � G c ►� � i s ° UNE TO VERIFY w M R4NT AVENUE c - s c _ DEPTH AT CROSSING G = • II ,, S D I F 3 +D0 � --________/ SD M \ La _L .� -_ • _ 77 S• -_� .t w © ` -- _ © 00 £X /S 0 OHP S I / OHP OHP \I D .� SS „ / • _ 4116.V.,, , ,,,,,,,.„...t,golizeirj 0 I CONSTRUCTION NOTE I S ' � � _ - � � R !�' �� - :: :.. a "' �" Iui r� - . . 1 El ' © 8 o . V, ' ` V • I BEGIN SIDEWALK IMPROVEMENTS I SAWCUT AND MATCH EXISTING I WALK AT TC: 157.91 �C£ss �, U 6 ' WIDE CONCRETE SIDEWALK PER COT BUMP AHEAD" & WATER METER BOX TO REMAIN IN I DWG. 120. SEE DETAIL SHT. D1 NO PARKING' \ ' 0 o W I © CURRENT LOCATION I i SIGN TO REMAIN PGE SUBSTATION h ; 3 w O 3 +74.04, 1 0.2' RT GRANT AVE C/L DWY Z ®BACK OF CURB. 12360 SW GRANT AVE GENERAL NOTES: ' r\> I I I © UTILITY POLE TO REMAIN. �' � SIDEWALK TO BE POURED 1 w Z AROUND POLE. CONSTRUCT 20.25 WIDE CONCRETE I A I o COMMERCIAL DRIVEWAY APPROACH. 1. SLOPE GRADE BACK TO EXISTING GROUND AT MAX. 2:1 W TREE TO BE R EMOVED BY CONTRACTOR I SEE DETAIL THIS SHEET. CONCRETE TO SLOPE. PLACE TOPSOIL ADJACENT TO WALK AND a D I Z I WATER M R BOX TO BE HIGH EARLY STRENGTH. ASPHALT AND HYDROSEED UPON COMPLETION. -t - 0 I 0 SIDEWALK GR ETE El 4+ 14.20, 10.9' RT GRANT 2. SEE SPECIAL PROVISIONS SECTION 00756 -PLAIN CONCRETE PAVEMENT I I C/L CONSTRUCT T 14.5' WIDE CONCRETE 3. CONTACT PGE SUBSTATION ENGINEER, PAUL SCHEDLER, AT 503 - 464 -8028 I I I _ CONSTRUCT 15.25' WIDE CONCRETE rri C/L LW 1 0 BACK OF CURB. COMMERCIAL DRIVEWAY APPROACH. SEE DETAIL THIS SHEET. CONCRETE TO DETERMINE IF DRIVEWAYS 1 & 2 REQUIRE STAGED POURS. -_ COMMERCIAL DRIVEWAY APPROACH. SEE TO BE HIGH EARLY STRENGTH. 4 CONCRETE DRIVEWAY APPROACH FOR DRIVEWAY .3 TO BE A STAGED POUR _ _ L, DETAIL THIS SHEET. CONCRETE TO BE HIGH TO ALLOW FOR CONTINUOUS ACCESS .-, EARLY STRENGTH. R Z EXlS77NG CURB TO REMAIN 154.9 A' MATCH TC ELEV: 154.8 REMOVE /REPACE CURB. k k GUTTER PAN TO REMAIN MATCH TC 2. EXISTING CURB TO MATCH TC ELEV 154.8 �k• MATCH TC ELEV: 155.2 ELEV. 154.5 MATCH TC MATCH TC EL I: 154.6 REMAIN MATCH TC y Ci' SW ELEV 155.32 '' 2.33' i ELEV 156.5 ELEV: 155.9 MATCH TC -� _ 66' _ _ 20.25' �! _ _ 846. _ _ - EG ELEV: 154.4 MATCH TC - I f B�V _ 15.25' 49 E 1 54.9 - - ELEV: 155.0 6' 17.1 6' _ `�'_ ' • • ,� _ f.= -. �.ry ...:', �I k ELE MATCH TC • 1g . o !■ 50 -•. `� V: e SW ELEV: 155.0 1 /�\ SW ELEV•• 154.87 � _ .k . , PROF "/k' LINE MATCH EO P EG ELEV: 154.8 4o / _ - _EG fall 154.7 _ V 154.72 ,�`t1 F� R W � _ � SW ELE , `N-" LINE _ _ \/ EG ELEV: 1 54.1 s ELEV 156.5 / , TC: 154.1 SW ELEV 154.62 c G 1 N b o -7.--.. - ' MATCH EOP ELEV: 155.8 . 7 .t / °' / \ TC: 154.3 8, MATCH EOP - - - - - _ _ `� R LINE • i EG ELEV 154.1 W 4 14,392'4. 7 9 d ELEV.• 156. C R/W UNE EXISTING CURB TO REMAIN - - ' - - - - - +- ="::.:. EX/ST1NG 72. Z D`VY SW :155.4/ EG:154. 7 SLOPE GRADE TO EXISTING CURB. MATCH OWY AC i:::::::. "• • • J N MATCH EOP ELEV 155.5 ELFV 153.54 ` " '' MATCH DWY OR ON & MATCH EOP ELEV: 155.4 GRAVEL .k. r a DRIVEWAY 1 DETAIL EXISTING DWY GRAVEL DRIVEWAY DRIVEWAY AC FLEW 153.44 4 ' ao � " �� i k DRIVEWAY 2 DETAIL �r sARAH N.T.S. DRIVEWAY 3 DETAIL I N. T.S. N.T. S. 'Emus: i2 /s1/ 11 - ° Revisions and Addendum ENGINEERING DIVISION r F A N N O CREEK TRAIL SHEET '` Description Date Ho.' By PUBLIC WORKS DEPARTMENT L 1 - SCALE: 1" = 30' 13125 S.W. BLVD. MAIN STREET TO GRANT AVENUE s , NO D 503 -7�B 2166 �� FAX: • 503-624-0752 STREET IMPROVEMENTS r 30' 15' 0 30' TIGARD WWW-TICARD- 0R.c0V ILE NO k - -1 (1 +95.75 TO 4 +50) 92024 DE8IGN: JRP DRAWN: JRP CHECK: KSM PROJECT NO: C/P 2012 -92024 • a a I CONSTRUCTION NOTES: _ OH - - (1HP - - - 0Hp - - ---G4-4P 0 _ • . - _ `, - - 11 - - - - - REMOVE EXISTING AREA DRAIN do 3' OF PIPE. - G . PLUG END OF PIPE (NORTH) • �� _10 • • . '. DOSING WALK °_ ° ° .11W , - 57 © ADJUST WATER METER BOX TO FNISH GRADE G EXTG. CB EXTG. CB h h h e REMOVE /REINSTALL TWO MAIL BOXES ON NEW POSTS. 00 © © -- GRATE 154.1 GRATE 154.1 / a -� OUT 150.3 +00 OUT 149.9 - g 6 +00 E h / 7 + 00 POSTS TO BE 4X4 PRESSURE TREATED OUTDOOR WOOD. I� +- O INSTALL "NO PARKNIG" SIGN AND SIGN POST • Li !I�� Iu ■ AD , o r 10 I BRIDGE © INSTALL 6' WIDE CONCRETE SIDEWALK. SEE DETAIL SHT. XXX N La `�� I �� +� 1/ E � �� -- P 0 RA/ WA R V T FINISH IDEWALK GRADE ®li r��.�-- •1 - -��-� - SE TE ALVE O S W c1! - = v - � �� .`.�� o�: Wr 5+92,72, 10.84' RT GRANT AVE fn � �l � - � I fi.-;:.:::' ':� . _ " _ as i�se� I m / CONSTRUCT 10' WIDE PEDESTRIAN APPROACH WITH HIGH EARLY l � r � 0 ' i ,.. " ■..matamolvism-a+am%« m, , 5o r,: / / V / CONCRETE SEE SPECIAL PRONSIONS SEE DETAIL THIS SHEET. •r''¢ 'Q I ��'� ' . - F�r.■■■■__;_ ■ " '■ ■ ■ �'/� , PLACE DURABLE STAGGERED PAVEMENT MARKINGS. STRIPES TO I, Cil © ® �' -- _. - - • .4. . • � �Q BE 2 W/DE AND i LONG W/ 3 SPACES BETWEEN STRIPES. .6 14 r - 1, ��_ _ _ / MAR KINGS TO BE GGERED TO AV0/0 WHEEL TRACKS. � D 1 ® I> • _ . GRANT AVE ® 1 f 5 . m r 'so I INSTALL COMBINED BICYL£ /PEDESTRIAN CROSSING SIGN (W11-15) n ® _ _ 'J , AND SIGN POST 10 6 +29.52, 11.47' RT GRANT AVE END SIDEWALK IMPROVEMENTS AT BACK OF CURB. MATCH EXISTING WIDTH OF WALK C - - - m REMOVE EXISTING NO PARKING" SIGN & POST. AD 1, TYPE 2 W/18" SUMP AND SOLID LID El CUP OUTFALL ELEV: 149.5±. CONSTRUCT RIPRAP APRON. � I W W 14 +99.84, 15.5' RT GRANT = DIMENSIONS: DEPTH: 6" MIN., WIDTH: 4', LENGTH: 6' L' 0+11.43 30 LINE 1 ® INSTALL .36 LF 48' RCP CULVERT PIPE RIM: 154.75 EXISTING GROUND IN (18 "):148.83 O C/L ROAD 1 Ill ABANDON EXTG. 12" CMP PIPE IN PLACE. REMOVE SECTIONS OF PIPE OUT /1B') f4A_83 _ _ 160 NECESSARY FOR NEW CONSTRUCTION 11 -1/4' BEND 5 +74.05, 37.95 RT GRANT AVE ® CONSTRUCT VEGETATED WATER QUALITY SWALE. SEE SHT. L9 FOR E 4 +09.84, 15.5' RT GRANT = !E IN(48'): ' 148.35 _ - _ SWALE PLAN 1 -1-01.43 SD LINE 1 - CONSTRUCT CLASS 50 RIPRAP APRON. DIMENSIONS: JE BEND: 1.49.28 155 m - MINIMUM DEPTH: 6" f - - WIDTH AT OUTLET: 4.5' / WIDTH AT END OF APRON: 7.5' 7 Si GRANT AVE PROFILE - LENGTH OF APRON: 5' ( 103.1 LF 18 s? O 3 =0.50X I _ H OR: 1 30' m ARMOR BANK WITH CLASS 50 RIPRAP AT A 1:1 SLOPE (2 CY) 36 LF 48 ' SD VERT: 1" = 4' S =0.50X 150 r' r REMOVE/REPLACE GUTTER PAN. - - - DITCH GRADE TRANS1110N GUI ILK CROSS 0" CURB EXPOSURE SLOPE TO HUTCH EXISTING TRANSITION GUTTER CROSS - \ \ SDMH 1, POLLUTION CONTROL (60 10 145 1 SLOPE TO HUTCH EXISTING d ,3_97,_02, 18.1 ' RT GRANT ,•= t 1 +14.50 SO LINE 1 \ 1.6X `, "° �.Z R/M:154.0 EXISTINe ELVATION 11.4 ' 18 RCP SW• SLOPED \ )f. IN(12 "S): 149.71 (EXIST) 0 C/L - DAD 0 5=0 50% AT 0.5X 6 +09.90, 39.84 ` RT GRANT AVE �►!' MATCH Ibt °° . 1 :° _ a �k I 0 +00 D UNE 1 E OUT(48 "). 148.17 155.47 TC `r OUT(18 N): 149.35 OUTF 148 140 .` fes i f► o - 6'-- --6' 8 -�- 7 ' - MA T CH TC 5 ' c, I N /O I I k I ELE V 155.95 W 4 14,392 s4 y t o ^ • tn V to N 0 to 0 ^ o O O n ° •'r 1 N h A �? PEDESTRIAN DWY DETAIL •� �� ' o-r, � • . R ^ ^ ^ ^ to ^ to ^ ^ ^ --- ^ ^ ^ ^ ^ N T. S. IT *1Y 30 14'15 v r s NOTE. 'I" r , SLOPE GRADE BACK TO EXISTING GROUND AT MAX. 2.1 RAW $W 4 +00 4 +25 4 +50 4 +75 5 +00 5 +25 5 +50 5 +75 6 +00 6 +25 6 +50 6 +75 7-i SLOPE. PLACE TOPSOIL ADJACENT TO WALK AND EXPIRES: 12/31/_ � ASPHALT AND HYDROSEED UPON COMPLETION. • Revisions and Addendum. - - FANNO CREEK TRAIL SHEET Description Date No. By ENGINEERING 8 DEPARTMENT ■ MAIN STREET TO GRANT AVENUE . L2 • SCALE: 1 " = 30' 13125 S.W. HALL BLVD. � � = • TIGARD, OREGON 97223 a �- ` VOICE: 5 03 -71 -0752 30' 15' 0 30' TIGARD W►VW FILE NO G4RD- OR.GDV STREET AND STORM IMPROVEMENTS (4 +80 TO 6 +29.52) 92024 DESIGN :JRP DRAWN : JRP CHECK: KSM PROJECT NO: C/P 2012 -92024 I � � jr -...,<:17,.....,:.;. �_ _ — 0 �. �� CONSTRUCTION NOTES: 1 ` �K `� 148 TOP OF 0 CONSTRUCT 10' WIDE CONCRETE TRAIL. SEE SHEET X1 ��- X011 ` N I 150- \ hi 1 FOR SECTION Iti / ww © INSTALL 22.7 LF 8RCP CULVERT O 5 1.76X 1 r i 1& h& , _ . /E(S): 147.4. lE(N): 147.0 p 1 O , _ • S 1 2BA01501 t i�. Ali N R: CITY OF TIGARD © • �✓ _ W INSTALL 22. LF 8" RCP CULVERT O 5 =1.81x " b 1� , , "' *' ' r ' � ' '� 1 y W` o N I IE(S): 147.4. /E(N): 147.0 • y lc/ 6 1 Vidth „ , J . .* � � y * y y ` % I INSTALL G -2 AREA DRAIN OVER EXISTING 12" STORM svd• y �� }� . ,�� LI NE. EXTE 8' UNE TO AREA DRAIN LOG4110N. 1 tti l a 154 \ • A ry l LJa�05 y + 1 iv' 1 lon�a / �A • k y y N f �anu E�t a � y y GRATE 150.5 �.,_- o a „a 1 y y y 1 IE IN (12 - EXTG): 146.8. IN (8” EXTG): 146.8 �� \ \•O�,1 B��11 _ o. \ • �5 w ` y yam,: " ] y y + ; ; _ ; : - y 4 �. I a.7 ,. U 1 INSTALL 39.5 LF 15' RCP O S= 1.OZ'. (SEE BLOW UP �� p0 1 � E, ��1 { �� ° .�;P ' IL: .� \` y y y . y y ) �0 fe in sows_ y -. I DETAIL BELOW 1 . 0 . •'%elsn.0∎1� WtA ' _ _, • I © CONSTRUCT CLASS 50 R/PR4P APRON. DIMENSIONS: 1 i 11:111' t \ � �� mom. © ' -• il\i. - � WlOTH AT OUILET 4 1 A • • � ` �� • r ...► - WIDTH AT END OF APRON 8' 1'u . , ` ®�� ®��__ ��® ��*. 4 \�I�-'a LENGTH OF APRON: 9 A. W i. ^'1 �iaafa _ _ • • ° , �P ®� �_ �� ® � ieO � _ ‘In•i:- "•` :. EXCAVATE BANK, EXPOSE DRAINAGE PIPES AND EXTEND s l o A M �1 4. 7.,5-' ,' 0 LAI .. A� it ;+,► ■ i t REMOVE AND RESET 30'± WOOD FENCE AND POSTS ALONG 1 c� 1; �'�. �. 49 S42'28 04 E 757 4 0 PROPERTY UNE AS IDENTIFIED BY ENGINEER /N THE FIELD. lN .� VW 4 1. L : 12 6 .33' til � i ` ` . , ' .•,1 �� 50 5 , ' ' 5 � f � � � 9 INSTALL CWS VEGETATED CORRIDOR SIGNAGE. EXI EXISTING GROUND 0 C/L TRAIL PVI STA = 2+25.00 STING 12' CON C. E. SD C E NTE R LI LN E CURVE DATA: CON .� PVI ELEV = 147.02 �.. 0 PC: 0 +32.58 O PRE: 1+04.63 I FINISH GROUND 0 C/L TRAIL o .� LP STA = 2 +36.55 o r\ 1. C L ELEV 154.26 S LP CL£V - 147.79 ° °+ J L L/50.83' 151.83 . 155 ; + of ± K = 15.38 100 — ° F.- R =100.00' R =100.00' .00' VC N 0 =41 ' 16'44' � =29'07 ' 20 z = _ , t/1 PRE . 63 PT. 1 +55.45 o o , , �0X 1 +04 W - 8" CULVERT U W C L ELF1!• 151.83 o ►= CO CROSSING W / C/L ELEV: 149.80 z 150 -- - — — N I Z . o }. . a 9 I Ztil LU v a d EX /STING ELEVATION - CV ° , v .. ® C/_ TRAIL FANNO CREEK , �T , +•, �g ,TRAIL PROFILE 8 CULVE T = — ,�;,�j e FINISH ELEVATION CROSSING' U V �` _ 48" CULVERT ®C /L TRAIL HORIZ: 1"=30' 15" CULVERT a _ \,lig If f CROSSING " 1 . ,. - a ;; VERT: 1"=4' CROSSING :•a v11 - Rrii -? mo 140 i . , \- / , - , -/ �� ss /o U N N N N N N N N l`? t V `v � 14,392 `n � y O e o . O h O �b o . p N o c cj c N ^ 4 �. / O [ r ; � / � '/s EXIS -RNG ,12' 4' • / 1 I it. 'j'$ 3 190 1 f.' CONC. I sz A< y ORO ` AREA DRAIN DETAIL: - t� 1+00 2 +00 n�uc�s: 12/31i19— SCALE 1 '' =20' - °v Revisions and Addendums ENGINEERING DIVISION ► FANNO CREEK TRAIL i SHEET g ! . ... Description Date No. By PUBLIC WORKS DEPARTMENT 1 L3 SCALE: 1" = 30' MAIN STREET TO GRANT AVENUE : .x ; 13125 S.W. HALL BLVD. _ AGA OREGON 97223 �- FAX £ 503 - 71 5 -072 i!1-- 30' 15 0 30' TIGARD ,„Y14. D_ 24 -07 TRAIL PLAN AND PROFILE FILE No DESIGN: JRP DRAWN: JRP CHECK: KSM PROJECT NO: C/P 2012-92024 (0+00 T O 2+80) 92024 CONSTRUCTION NOTES: WIOODARD -k ' 1 PC: 5 +93.06 ,J 111 CONSTRUCT 10' WIDE CONCRETE TRAIL WITH 2' WIDE GRAVEL PARK c a © y SHOULDERS. SEE SHEET X1 FOR SECTION APARTMENTS 4r,(2 o�' 4w • 4 �. 2 5 +78.06 - 5 +88.06 © TRANSI110N FROM 10' WIDE CONCRETE TRAIL TO 8' WIDE CONCRETE \ I � • ��• II TRAIL WITH 5:1 TAPERS. v 2 ■ V ' PROPERTY • © CONSTRUCT 8' WIDE CONCRETE TRAIL WITH 1' WIDE GROVEL 2 /. . LINE SHOULDERS. SEE SHEET X1 FOR SECTION \ [7 PT 5+35.02 \ © ! , TREE PROTEC17ON FENCING. CONTACT ARBORIST PRIOR TO ADJUSTMENT OF ~ �� 0 � N42' 1 2 3 T Alt E •�` •` `,� El f � Q 0 TREE PROTECTION ZONE On). COORDINATE CONSTRUCTION METHODS AROUND :111.',` / 1 , s L:58.03 ON NECT T O CE \e\, . I TREES TO REMAIN. -'"W _ y p I SAWCUT REMOVE TOP OF WALL FOR NEW TRAIL. LEAVE SAWCUT ENDS. TRANSI77ON CONNECTION POINTS 1417H TRAIL ELEVATIONS. >us • • eon t o. • • �.i�► _ _ � �. .ni. ' �a 4 mac' G rill = - -- _ - 7---..... a REMOVE AND REINSTALL 58'± OF EXISTING CHAIN -UNK FENCE. 0 'I' `�F RELOCATE BEHIND RETAINING WALL AT PROPERTY LINE PER THE PLUMBING SUPPLY EXISTING CONCRETE CURB WALL © . R - OF _ GEORGE MORLAN Ai ENGINEER'S DIRECTUON. NEW FENCE POSTS ARE INCIDENTAL. 12585 SW PACIFIC HWY 10 1 Olt P I' 67 ( / El O CONSTRUCT 51 LF MODULAR BLOCK RETAINING WALL 0 + � ��! a 0 7 +11334VAR /E5. 1' -4' CENTERLINE CURVE DATA: © / ±� /` / END CONCRETE PATHWAY IMPROVEMENTS. MATCH EXISTING TRAIL. 0 �' iti 0 S32'49 51E 2 PATHWAY SURFACE ELEVATION: 151.0±. O PC: 4 +43.93 O PC: 5 +93.06 O PC: 6 +95.24 CONNECT TO l C/L ELEV: 151.31 C/L ELEV: 147.93 C/L ELEV: 150.18 EXISTING FENCE 0 �� ',,,, ; PC. 9 I L:28.91' o INSTALL CWS VEGETATED CORRIDOR SIGNAGE. L =91.09 L -73.28 L =13.91 �• � 6+ S.ze R= 80.00' R= 40.00' R= 20.00' �i � � g 10 4 TREE TO BE PRUNED AS NECESSARY FOR TRAIL CONSTRUCTION = 65'14'25" 0 = 104'5731 " = 39'50'21 " � �� Se., / 0 r PROPER7Y LINE PT: 5 +35.02 PT: 6 +66.33 PT: 7 +09.15 EXISTING FENCE / W RETAINING WALL ELEVATION DATA: C/L ELEV.• 149.27 C/L ELEV: 148.91 C/L ELEV: 150.81 •� STA: 6 +58, 5' RT. TRAIL WALL NOTES o BEGIN MODULAR BLOCK RETAINING WALL �' ` W � 7W. 1 51.2 / BW: 148.7 / FTG: 148.2 1. PRODUCT: KEYSTONE o o PVI STA = 6 +25.00 0 �� COMPAC BLOCKS OR APPROVED o PVI ELEV = 147.02 0 �, ` J STA 6 +69, 5' RT. TRAIL EQUAL. vi "! LP STA = 6+ 10.71 h o; TW 152.6 / BW. 149.1 /FIG: 148.6 J + LP ELEV = 147.82 + N. - 6 2. BLOCK DIMENSIONS h m K = 14.29 co U STA 6 +79, 5' RT. TRAIL - HEIGHT: 8" w 100.09' VC �, TW 152.6 / BW. 149.5 / FTC: 149.0 - WIDTH: 18" _ - m W _ W 155 STA: 6 +89, 5' RT. TRAIL - DEP7H:: 12 N 7W.• 152.4 / BW: 150.0 / FTG: 149.5 w 5 STA: 6 +95.6, 5' RT. TRAIL 3. STEP WALL AS NECESSARY E I ST C/L TRAIL GROUND - P TO FOLLOW FINISH GROUND OF - _ / AlliWzriy...-- 2 TW 152.0 / BW :: 150.3 / FTG: 149.8 TRAIL = - - o 6 STA 74-06.4, 5' RT. TRAIL - 7+ 13 34 .s g TW 151.7 BW: 150.7 FTG: 150.2 4. COMPACT BEDDING TO 95% END TRAIL IMPROVEMENTS / / 1t r MATCH EXISTING RAIL 0 STA: 7+ 13.3, 5' RT. TRAIL ASHTO T -99 = - o END MODULAR BLOCK WALL -145 ELEV 151.0E 7W: 151.7 / 8W: 151.1 /FIG: 150.6 Q FINISH ELEVATION EXISTING ELEVATION - FINISH GROUND F ®c /L T RAIL ®c /L TRAIL ®c /L TRA /L FANNO CREEK TRAIL PROFILE e MODULAR BLOCK HORIZ: 1"=30' VERTU 1"=10' 0.' RETAINING WALL t p� PROF V 1N SIING R 3 GROUND '4- N a 0) N n ^ Cr) N CI) c7) �V `v 14 . `� �y Cb t o O of o3 00 Oi 00 a0 CO 00 a0 06 e6 of - O (S ' = C V V- d �7 cf t}. m- V- .0'. J.L. / , , � , I 6" 0/4 " -0) AGG• BASE. I- .-t .-l- 0 • - 1 N h �� r� t+ r� e� WALL BACKFILL m' A- �� J .r �::.... 1Y 9 -> N 6 ( J /4' -0) AGG. PROP. - - r BMW BASE WALL BEDDING f` TRAIL 5 +00 6 +00 7 + 00 12/31/ _ 11 RETAINING WALL DETAIL (N.T.S) • Revisions and Addendum* SH EET 'Description - Date No. By o FANNO CREEK TR AIL L5 .1l SCALE: 1" = 30' 13125 S.W. I4LL BLVD. MAIN STREET TO GRANT AVEVENUE TIGARD, OREGON 97223 y - �� VOICE: 503 -62s 0752 r 3 0' 15 • 0 30' TIG ARD Www. 71GARD- OR.GOV TRAIL PLAN AND PROFILE FILE NC a� 5+00 T O 7+13.34 92024 DESIGN: JRP DRAWN: JRP CHECK: KSM PROJECT NO: CIP 2012 -92024 1 20� END FENCE IN T/ON. ,•.�� COR�( AT BRIDGE W o 0), 's INSTALL 4' TALL BLACK VINYL COATED REMOVE 20' EXTG�C'HA/N LINK FENCE j — _ _ _ _ CHAIN LINE FENCE. LENGTH 370 fT ` o / v 6 +57.45, 11 'fLLAT/ON INSTALL 6' INSIDE OF PAVEMENT ` -- '` . . 7 CONNECT TO EXTG. FENCE POST — — — — _ — — — CORE OR/LL HOLES fOR POST INSTALLATIONS _ - k 7 _ �� 7 o -.'./-410‘ 4114W 2 2S 102BA01201 -v„? ilk ,. + CITY OF TIGARD EDGE OF TRAIL / / �!, tom. � 154 \ i k ! .0.?5 EXISTING 8' - - Ili \ �: ME CONCRETE TRAIL EXISTING FENCE R i . a 0 / /r 4 00 4 � .';. . EXISTING POWER POLE - � ��„ �� , MORLAN PLUMBING PARKING LOT i e 0 4 - t o PROPe: c - 14,392 '4 # V 10 3p. 1 v r - ii Inman Revisions and Addendums @la.iERNO DIVISION F A N N O CREEK TRAIL sHEET g . Description Date No. By 1" K: WORKS DEPARTMENT L6 SCALE: 1 = 30 II ---cl 13125 S.W. HALL BLVD. AGIRD, OREGON 97223 MAIN STREET TO GRANT AVENUE -'` VOICE. 503- 718 -2466 le � 30' 15' 0 3 ' "` � FAX: 503- 624 -0752 TRAIL PLAN TIGARD rvwM nGARD -azcov FILE NC DEBIGN:JRP DRAWN: CHECK: KSM PROJECT NO: C/P 2012 -92024 (7 +14 TO 9+96) 92024 CONSTRUCTION NOTES: I INSTALL ORANGE SEDIMENT CONTROL/ WORK I ® / OMITS FENCING PRIOR TO TRAIL DEMO AND N I \ I CONSTRUCTION PER DETAIL SHT. D7 PACIFIC H WY (9 9 W) I ® © DEMO AND REMOVE 735 SF ASPHALT PATHWAY CITY O D A0 F Ti 01 RIGHT -OF -WAY ; EXISTING 8 E CITY OF I © REMOVE 23 LF OF CHAIN LINK FENCE AND SIGN. CONCRETE W ALK S CONCRETE TRAIL CONS7RUCTiON.LEAVE STRAIGHT SAWCUT ■ I ENDS. ` \ A k / 1 Y / 9 +95.58 j�_ MATCH END OF EXISTING ]RAIL. 1 LF I-1 ∎ I 06 ` - o) .f + , O / CONC ELEK• 152.61 ° ° a. I © CONSTRUCT 8' WIDE CONCRETE TRAIL. SEE SHEET I + �� 4 • n A W ° I o O X1 FOR SECTION \�'• a N % I h Ro I EXISTING PGE POWER POLE NO. 5541 TO REMAIN. SEE ILLUMINATION 4,, m ,W + PLANS FOR BRIDGE UGHTING s� • ° N ©w 20' PEDESTRIAN / AND TRAIL LIGHTING DATA CL t om' EASEMENT 82 �A 'S3 e. ° LF 0 INSTALL CWS VEGETATED CORRIDOR SIGNAGE. F `' * o; a a S35 20 50 £ I � \ S • O vl �o •�' 0 11 +89.65 GEORGE M O R LA N ' • — • '1 - _ i - _ _ I / MATCH EXISTING CONC. WALK AT MAIN ST. PLUMBING SUPPLIES EXISTING . � ��— _ 150- � +1t1;r�� F ' _54_2* •I I 2 I CONC ELEV 151.94 POWER POLE ' rAlitinglerAlimuvw=7:-.11111Willasimiroam...sr �• �>� - _ El CONTRACTOR TO VERIFY LOCATION OF ! � s — ' ` � �� - -® + . � CONCRETE ABUTMENT PRIOR TO CONSIRUCTTON R 0 CONC: 152.8 �_ �_- s s; j - � � 72 f OF ]RAIL. NOTIFY ENGINEER IF CONFLICTS FOR SLOPE FROM NEW �� 1 � CONC: 152.7 �1 � V ' t { TRAIL MODIFICATIONS. TRAIL TO MATCH SLOPE FROM NEW -3. 7X± RAIL MATCH � ;, ss 10 HYDROSEED DISTURBED LAWN AREAS -1.7�t TO 0 10 152.4 MATCH R © I a DEMO CONCRETE APPROACH RAMP (9 x 10' (MATCH) I r T � • • I� EXISTING PGE I GRASS SHOULDER EN STAIRS TO 99W ; / 152.5 (MATCH) METER BASE TIGARD BICYCLE & SKI / '.. ® / ® INSTALL SEDIMENT CONTROL SILT SACK INSERT I PER DETAIL SHT. D7. ® REMOVE 10 LF CONCRETE CURB WALL. LEAVE h rn FINISH GROUND @ C/L TRAIL °o STRAIGHT SAWCUT ENDS. of °' m CONSTRUCT 57 SF CONCRETE TRAIL. q + �N d v 2 0) EXISTING GROUND ® C/L TRAIL ° °' END WIDTH NEAR MANHOLE: 4' .4 efi Ss S- ,_ END WIDTH AT PROPOSED TRAIL: 6' ig a tij 4j uj Lj NWIIIV■ -0.93X a a. 0.00X G. G. 0 a — J C CURVE DATA: 150 E END TRAIL IMPROVcMENTS O PC: 11+25.75 O PC: 10+18.14 FINISH ELEVATION ® C/L TRAIL MATCH OF CGNC. C/L ELEV.• 151.94 C/L ELEV.• 152.70 e W APPROACH RAMP L =16.89' L= 37.75' 4 EXISTING ELEVATION 0 C/L TRAIL R= 100.00' R= 100.00' .` 1 N F 145 s� o = 09 '40 36' = 21 '3 7'44' PT: 11 +4264 PT: 10 +55.89 `�/ g� 0 g T. . I `s' 14,39 r" n "7 c� O ^ p� 0� pp ^ C/L ELEV.. 151.94 C/L EL£V 152.34 ( 1 oti ^'i N N N / - -• ' Lc) i - FANNO CREEK TRAIL PROFILE <r R ,,,, v�''� W HORIZ: 1 " =30' 10 +00 11+00 12 +00 VERT: t „ =10' EXPIRES: 12/31/_ Revisions and Addendums Date No. By PUBLIC ORKS DIVISION DEPARTMENT I FANNO CREEK TRAIL SHEET g_ 1" L7 �= SCALE: 1 = 30' 13125 S.W. HALL BLVD. MAIN STREET TO GRANT AVENUE IJGARD, OREGON 97223 .c, 1 �" £ 503-624-0752 71 s z 30' 15' 0 30' TIGARD www. .TIGARD-OR. GDV TRAIL PLAN AND PROFILE FILE NO (9 +50 TO 11 +89.65) 92024 DESIGN: JRP DRAWN: JRP I CHECK: KSM PROJECT NO: CIP 2012 -92024 BEGIN GRAVITY I WALL \ N v " ii / 1 ' PC: 2 +34.98 WALL = J PC: 1 +60.46 WALL / 160 160 TOP OF FENCE IS CONSTRUCTION. 3 +46.92, 6 RT. TRAIL \ 4+18.74, 6' RT TRAIL 6' HIGHER THAN TW 154.0 FG: 150.1 \ 1 •0 - PC: 2 +6'9.94 WALL = FINISH GRADE TRAIL a 2 +86.47, 6' ITT. TRAIL / , FG: 151.48 EMBED FENCE 1' TW 151.5 /FG. 148.68 EG BACK WALL 151.1 p ` • , EG &ICK WALL: 150.5 / 4 +5 .78, 12.5 RT TRAIL MAX. TOP INTO WALL EG BACK Wily 149.9 FTG: 149.0 : / FTC: 149.0 154.0 OF WALL : 146.5 I �c I 1553.5 ELEV: 154.0 REMOVE BERM I I / J' EG = K WALL: 153 0 155 FTC 149.0 Of00 �� +ms`s' ; NG EXIS/TNG A A9 I i �� PATHWAY IS ,l r (GROUND ti % I ` • FACE OF WALL � � �� 1 IN THE BERM 6 j `� REGRAD£ TO WALL \�� r� ��` • ._ �-� r� 1�I:bL�� 150 � 150 ► �� ► a .•ss•' - P n n i `, .�1 ��%�0� �. O . • ,_ ::foo to \ � S ' Ir_f ._ t rt ► • t. '01 R , �� 1 � '•F � , t,..• : : e._ _az=_ �1 , h p • 1. ► \ ' ..- �� i " . .1 10 • 'sj 2.9 BURIAL a ` ` ` A �� / � , .. °i ::;:a :: ° ! = 1 . = _._._ , -'��, • .... .i� t �un 2 +35 WALL 6 LEVELING DEPTH t• _ ` rt a iii ca eac a - ii i► TRANSITION FENCE FROM " & t � i� iiaaita ;'. aa: !?• ?:cam gt'::7 \\ ' f� �i$ °� 1 + 14. 7 WALL = �:``�:''` "' "''O: 0+ WALL TO GROUND °= TRANS/T10N FENCE FROM BACK • - `�' ,' 145 _ PAD WALL TO GROUND. WALL PROPOSED �, I FENCE AT GROUND TO PROPERTY FENCE ON WALL , 0 +00 0 +25 0 +50 BE 6 TALL UNE ' PT: 2 +08.28 WALL = WALL SECTION A A W 1/ 1,. 3 +92.03, 6' RT. TRAIL PROPOSED 6' TAIL SLATTED Y o +5a 7W: 154.0 CHAIN LINK FENCE. STEP AS `` R CONC. A FG: 151.24 NECESSARY AT BERM •� '1 TERMINATE FENCE • T70 EG BACK WALL: 150.7 FTG:149.0 �-,�1 I� AT WALL EXlS71NG _ _ _ �- I I V 2 BUILDING WOODARD PARK APARTMENTS ' II 1 E TERMINATE FENCE AT PATIO WALL N OTES: 1. TOP WALL BLOCKS TO BE SMOOTH F7NISH LEGEND TOP OF FENCE WALL OR APPROVED EQUAL 2. NO ARCHITECTURAL FINISH ON BLOCKS � - ULTRA BLOCK . 160 - 1 160 (5' LONG x 2.5' WIDE x 2.5' TALL) 3. FENCE POSTS TO BE EMBEDDED 9" MIN. EG- EXISTING GROUND FROM FACE OF WALL N E BED ELEVATION 1+15 \-\ WALL 2' TALL SLATTED FENCE. EMBED POSTS 4. NON - SHRINK GROUT TO BE APPUED MAX TOP OF WALL / M FG- F1NlSH GROUND 1 + 12.5 WALL TOP WALL: 154.0 INTO GRAVITY WALL. POST SPACING AS TO CHAMFERED AREAS AND GAPS BETWEEN BLOCKS ELE . 154.0 • FENCE ALL ELEVATION s a TOP WALL NECESSARY TW- TOP OF WALL ELEV 151.5 � O O O O O O 1 O O O ELEVA770N ` EXIS77NG BERM 155 .- WALL RETAINS FTC- WALL FOOTING EXISTING BERM - N je 17ZAIL ELEVATION i P hI f h __ I EXISnNG 6' 0 L _.=.� 150 ..I � \� ` � 150 7 j1M - M _ bi� Il �� 150 � , ::: _.: PROFe MISTING GROUND ,- WALL EMBEDMENT UNE ELEV: 149.0 6 LING � I Nth `r / 0 y .- AT FACE OF WALL PAD Q 14,3 ' r s u FINISH GROUND AT FACE OF WALL EDGE GRAVEL SHOULDER ti L WALL S CEP AT . ' I ` t 1 _ h 145 BLOCK HEIGHT = 2.5' 1 0 +00 0 +25 0 +50 41Y 30 ■�9 �� "� - WALL EMBEDMEN; LINE. ELEV: 146.5 1 r WALL SECTION B -B SARAH 1+ 10 1+25 1+50 1+75 2 +00 2 +25 2 +50 2 +75 I EXPIRES: 12/31/ r i Revisions and Addendum. ENGINEERING DIVISION F A N N O CREEK TRAIL SHEET Description Date No. By PUBLIC WORKS DEPARTMENT t { SCALE: 1" = 20' r ::, , 13125 S.W. Iwr BLVD. MAIN STREET TO GRANT AVENUE • • AGARD, OREGON 97223 A- -1� VOICE: 503 - 718 -2466 �f FAX 503 - 624 -0752 i -* 20' 10' 0 20' T IG ARD W WwTIGARO- OR.GOV GRAVITY WALL AND FENCE PLAN AND PROFILE 1 ILE NC 4. Li (WITH SECTIONS A - A AND B - B) 1 DESIGN: JRP DRAWN: JRP CHECK: KSM PROJECT NO: CIP 2012 -92024 92024 1 �' . h _ / • +00 6 +0 ,� 7 +00 2 0 I I - — } — o f I GRANT AVENUE ° BRIDGE -__ MI° -- w I L. -- .•– liNTIMEIMINW �� r I♦i■l�.� ■r t -- ''' :;� =�� .:...�.� o .... ii ■ ins ■�i LAP w i:::_51"1111111.0"111111Trigii-4.41111 AO I iC eteTWA I V -41NIF-41 AlO AFAIF 4 1 - 44 *: ' I "zeireig....00,••••11111011111.MMIlfieginummomm-Norser. ■IirACWIMBIONITININTIiiiiiiia ; 1 . 1""141F41111"111 4NOL .... 4 l b -.di i &)() I Ip liiiiiim : __________... wii , 10 SWALE 15 � � ._._1# f ° y BOTTOM \_ � ° � �' / a / 1 �� 1 .1* I _ ° ° . SWALE & W SWALE PLANTING SCHEDULE BOTTOM Treatment Area Planting SWALE CENTERLINE DATA: Quantity Size Botanical Name Common Name Notes LEGEND 300 4" pots Carex obnupto Slough Sedge APF TREATMENT AREA PLANTING � STATION: ELEVATION 200 4" pots Corex densa Dense Sedge 0 +00 148.75 50 4" pots Juncus effusus Common Rush 0 +25 148.63 FREEBOARD AREA PLANTING o 5 1 gallon Iris tenax Oregon Iris Install in view of trail 0 +50 148.50 'so Q Freeboard Area Planting 0 +75 148.38 1 50 1 gallon Symphoricarpus a/ba Snowberry 1 +00 148.25 i g 30 1 gallon Rosa woodsii Woods Rose 4 1+25 148.13 10 1 gallon Ribes sanguinium Red – flowering Current d 1+49 148.00 10 1 gallon Philodelphus lewisii Mock Orange It MATERIAL QUANTITIES 8 1 gallon Quercus garryana Oregon White Oak QED SWALE AREA: (2.000 SF) �(,`` FF ss � � l� �, o ., 1. RIVER ROCK: 1,200 SF ® 3 DEEP 6 " MAX. tV `y 14,392 � y -- % 2. TOPSOIL: 1,800 800 SF ® 12" " DEEP • • • • TREATMENT • . 25 –YR CONVEYANCE DEPTH I 3. TREATMENT AREA EC MATTING /SEED MIX: 1,200 SF D __ 1 ' N - – COCONUT FIBER OR GEOJUTE PLUS DEPTH: 1.5' 4: 4: 12 " MIN. �; N o TOPSOIL i> 4 V. 30 1e�� ` J a 4. FREEBOARD AREA EC MATTING: 1,180 SF € H – ECONOJUTE OR APPROVED EQUAL I _ I _ _ -- J �� r BARAH fu 5. SHRUB QUANTITY: 2,000 SF X 0.05 = 100 SHRUBS 1' 2 —� 4 ' BOTTOM WIDTH 2' ' I Ai SWALE SECTION (� 'Zi3'i- I ' � PIONEERING DIVISION FANNO CREEK TRAIL S Revisions and Addendums g : Description Date No. By PUBLIC WORKS DEPARTMENT L9 SCALE: 1" = 20' 1114 : it S.W. , MAIN STREET TO GRANT AVENUE AGARD, OREGON 97223 - *'' VOICE: 503- 718 -2466 g 20' 10 0 20' TI .T7�v- oR.coy2 SWALE PLAN B ILE Na DESIGN: JRP DRAWN: JRP CHECK: KSM PROJECT NO: C/P 2012 -92024 92024 rf 18 "-1 4; CITY OF TIGARD 18" .�' SIDEWALK, I VARIES NOTES: 1. MATERIALS SHALL BE: — 2" X 2" X 63 12 GA. GAL V. PERFORATED STEEL POST. 3" FANNO CREEK TRAIL T IG.,xn / 0 — 2 1/2" X 2 1/2" x 18" 12 GA. GALV. PERFORATED MAIN ST TO GRANT AVE y "` r ` 1 STEEL ST/FFNER POST. — 2 1/4" X 2 1/4" ° X 36", 12 GA. GAL V. PERFORATED STEEL ANCHOR. 4' _ �E� — 3/8" X 3 1/2 ", GALVANIZED HEX HEAD BOLT WITH 3" FUNDING SOURCE: PARKS SDCS O i mi en E LOCK WASHER, OR 5/16" CORNER BOLT. 275 CONTRACTOR: (fill in name GRO° GROUND 3 . — 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND / INFORMATION: XXX— XXX —XXXX ryR v 0 LOCK WASHER, 2 BOLTS PER RAIL WITH PER REFLEC POST. T R/ZED RED O Gov' 1fi f 0 �/� - AND WHITE R PA /N I LS— PAINTED 1'4114' A �D // 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR 0° 18" STREETS AND HIGHWAYS AND THE OREGON SUPPLEMENT. /VOTES: / O 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 1. SIGN BACKGROUND: WHITE, RETROFLECT/VE SHEETING. ACCORDANCE WITH THE 2008 STATE OF OREGON STANDARD 2. SIGN LEGEND; AR/AL" FONT, BLUE, RETROREFLECTIVE SHEETING N 0 SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 3. SIGN BORDER; BLUE, 1' FLUSH BORDER. IVE �e 4. ROUND POST WILL NOT BE PERMITTED. 4. DECAL WILL BE PROVIDED BY THE CITY OF TIGARD. DR 5 " 18 33" 0 5. ALL POST— MOUNTED SIGNS SHALL BE LOCATED AT THE 5. SIGN LOCATIONS TO BE DETERMINED BY ENGINEER. RIV� BACK OF THE SIDEWALK. THE FINAL LOCATION WILL BE 6. INSTALL SIGN 7 DAYS PRIOR TO BEGINNING WORK ON STREETS. SUBJECT TO REVIEW BY THE ENGINEER. 7. THE CITY WILL PROVIDE INFORMATION" PHONE NUMBER. O 8. REFER TO MUTCD SECTION 6F.02 THRU 6F.04, 6F. 15 AND 6F. 17 FOR TEMPORARY TRAFFIC CONTROL ZONE DEVICE (TEMPORARY WARNING SIGN) AND 36 0 MAINTENANCE REQUIREMENTS AND WARNING SIGN FUNCTION, DESIGN, AND APPLICATION. P O g 9. USE OF ALTERNATIVE/TEMPORARY MOUNTING DEVICES FOR CONSTRUCTION SIGNS r Pr to MUST BE APPROVED BY THE ENGINEER. 3 ORO § 10. INSTALL PROJECT AND WARNING SIGNS 7 DAYS PRIOR TO PROJECT IN POST SUPPORT DETAIL COMMENCEMENT. TEMPORARY PROJECT SIGN SIGN POST ASSEMBLY N.T.S. N.T.S. E VERTICAL ELEMENT o 2 (I.E. CURB, WALL, BLDG.) x s a %4" TOOLED RADIUS —NO SHINER JOINT SCORE TOOLED Rg %4 TOOLED RADIUS —NO .4 ' BANDS (TYP. AT JOINTS) % TOOLED RADIUS —NO SHINER BANDS TYP. TYP. AT SHINER BANDS ( ( JOINTS) + 3 " ° i 3 " AT JOINTS) I E •a 3 . >. /i6 i o• . � 6 NOTE' CONCRETE PAVING j " 1. INSTALL MASON SAND ON TOP OF SEALANT °' % ' °PR E.J. MATERIAL % ° PREFORMED E.J. MATERIAL a 2. �RANSVERSE�JOINTS SHALL C BE. c 8' D.C. FOR SIDEWALKS —%- _ - .34, /0' O.C. FOR TRAIL 3. EXPANSION JOINTS SHALL BE PLACED AT R 0 ALL PC's AND PT's o & 3/6" E.J. IN PAVING J /5" E.J. IN VERTICAL ELEMENTS %g" SCORE TRANSVERSE JOINT IN PAVING So N N 6`6 PAVING CONTROL JOINTS N.T.S. vi Revisions and Addendume - - — - SHEET ENGINEERING DIVISION A FANNO CREEK TRAIL a Description Date No. By �C WORKS pEp,�gT�� D1 F. . " 1111 13125 S.W. FI4LL BLVD. 23. VOICE, 5 03-718 — ?466 97223 a MAIN STREET TO GRANT AVENUE • VOICE , 03 -71B $ i �� FAX: 503 -624 -0752 0. s _ TIGARD wwW.77GaRD— oR.GOV DETAILS FLE NC DESIGN: JRP I DRAWN: JRP CHECK: KSM PROJECT NO: C/P 2012 - 92024 92024 SEE CURB I KNOCKOUT DETAIL :s MATCH 5 2X EXIST SEE NOTE r- 4'- 8' I 111141, . . Ili STREET .. :..:..:•:. - _ 1 ROAD j • ' ' ; ` - - DRAINAGE BLOCKOUT CONCRETE • . . \ � ± : �. 3" LD. SCHEDULE 40 2" OF AGGREGATE SEE NOTE 31- 1 " 6" DWV (ABS OR PVC) (3/4 =0 ") COMPACTED 2" OF 3/4"-0" BASEROCK PIPE W /COUPLING 1" BATTER u- a -n -n -u u= _ 11= II= 11= 11 =IL - :I r =u =1r 3 BAR. SEE NOTE NO. 4. COMPACTED SUBGRADE ROAD 1.--- 1 " 6" 1 " 1 _ • ig l =:n- 11 =II 11=11= 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. r _ _J BE (DRIVEWAY NO.1) 2. PANELS TO BE 5 FEET LONG UNLESS 'OTHERWISE SPECIFIED. . • I . • ----- • I !�I" 12 �I -�I 3. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF 6� , • 1 2" I��i�' MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS • A n = u I � PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A • • 4 • a' MAX. i� � MATCH I ce MINIMUM THICKNESS OF 4 INCHES. ° ° g °•° ° • ° • ° • EXISTING 4. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED BASE COURSE ' -'i ES ON ALL FOUR SIDES -'` STREET I COMPACTED SUBGRADE • a ,.. >. . • GRANT AVE SIDEWALK DETAIL • 8" PCC N. CONCRETE 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 2" OF AGGREGATE 2. EXPANSION JOINTS: (3/4=0'2 COMPACTED A. TO BE PROVIDED: I 13 BAR. SEE NOTE NO. 4. 1) AT EACH POINT OF TANGENCY OF THE CURB. 2) AT EACH COLD JOINT. 3) AT EACH SIDE OF INLET STRUCTURES (DRIVEWAY NO.2) 4) AT EACH END OF DRIVEWAYS. EXISTING T. ° 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEE CONSTRUCT 1/2 TO PROPOSED PAVEMENT B. MATERIAL TO BE PRE- MOLDED, ASPHALT IMPREGNATED, NON CURB & ASPHALT DWY TRANSITION SECT /ON 3/4" RADIUS LIP DRILL 13 DOWELS 12" O.C. EPDXY EXTRUDING, WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE - GUTTER 3" MHMAC IS MIN. 3" SAWCUT DOWELS INTO GUTTER PAN CROSS SECTION OF CONCRETE. M. VAR/ES CONSTRUCT DRIVEWAY APRON 3. CONTRACTION JOINTS: I AND VERTICAL A. SPACING TO BE NOT MORE THAN 15 FEET. STREW_ • BREAK B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 -1/2 INCHES. • " I 4. BASE ROCK 2=0" OR 3/4=0", 952X COMPACTION. BASE ROCK SHALL CO CR�E ,� ' BE 2" OF AGGREGATE A1. .9 � (� �T�,� ∎ueAWIN∎ � TO SUBGRADE OF STREET STRUCTURE OR 4 IN DEPTH, WHICHEVER IS (3/4=0" COMPACTED k at � v. •17eNj GREATER. 3 BAR. SEE NOTE NO. 4. SEE NOTE 4 2" OF 3/4 " - 0" COMPACTED 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: AGGREGATE A. 3" I.D. PIPE WITH COUPLING. N OTES B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE a (DRIVEWAY NO.2) D RILLED OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND 1. SAWCUT THROUGH GUTTER PLATE AS CLOSE AS POSSIBLE TO CURB FACE. REPOURED TO FULL DEPTH OF CURB. NOTES 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS DIRECTED C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A II 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM BY THE ENGINEER. MINIMUM OF 2.0' AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. t-4' OF 3000 PSI AFTER 34 HOURS - HIGH EARLY CONCRETE. 3. WHEN STRAIGHT CURBS ARE REMOVED. A MINIMUM OF 2 FEET OF 6. FOR SUBDIVISIONS AN S" FOR SANITARY AND A D" FOR STORM DRAIN 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS PAVEMENT FROM THE FACE OF CURB SHALL BE REMOVED AND SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL. ALONG BACK OF CURB. REPLACED. N 3 . EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING PAVEMENT SHALL t5 PRE - MOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL BE CUT BACK AND A NEW 6' MONOLITHIC CONCRETE GUTTER 2 0 EXTENDING FROM SUBGRADE TO FINISH GRADE. CONSTRUCTED. R 4 . #3 BAR PLACED 12" O.0 5. AFTER CONCRETE HAS CURED, REPLACE REMOVED ASPHAT AND SEAL JOINT. CURB AND GUTTER h 5. DRIVEWAY TRANSITION GRADE VARIES. SEE SHEET L1 FOR CURB KNOCKOUT FOR DRIVEWAY N.T.S. SPOT ELEVATIONS. N. TS. n 3 DRIVEWAY APPROACHES . Si N.T.S. 5 Revisions and Addendume ' ` ' : SHEET Description Date No. By w DEPARTMENT D2 BIGINEERING DIVISION MIL FANNO CREEK TRAIL : ,` `' 13125 T1G RD.�AREGON 972.23 ►-674 0 MAIN STREET TO GRANT AVENUE 11 e PIG • • • ' D, »'M'N= ncnao- OR.GO DETAILS ILE N • DESION:JRP 1 DRAWN: JRP I CHECK: KSM PROJECT NO: CIP 2012 -92024 92024 i - '• CLASS "B" CLASS "A" 1a : u ra l Area ..„71,1,,,iiiiiiit ioll or vegetation. TY[; i p eMt b water quality. SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL : AS SPECIFIED OVER TRENCH TO ALLOW FOR SETTLEMENT .- tX:aviii0 - • ' ' ' Ottrit3.41AVr•-.. .0 .,. - ,��. ,� �� - . - � • . . • 12" NATIVE TOP SOIL ♦ , `' . • " . t IF TOP SOIL EXISTED .• 95% COMPACTION 90% COMPACTION PRIOR TO EXCAVATION. 12"X18" SIGNS SHALL BE PLACED IN A MANNER AS TO CLEARLY IDENTIFY THE SENSITIVE • WITHIN 48" OF AREA AND VEGETATED CORRIDOR AS WELL AS AT ALL POINTS OF ENTRY SUCH AS THE SURFACE ' BEGINNING OF PATHS. TRAIL HEADS AND ANY PLACE THAT THE PUBLIC MAY WANT OR BE I UNDISTURBED ABLE TO ENTER AREA. < Z NATIVE UNDISTURBED 90% COMPACTION EARTH BELOW 48 "OF MATERIAL EARTH SURFACE o DEPTH � , 4 a d C Ert ,• 1 . ♦ • VARIES / � 3/ - 8 0 C� R�SP ! • C • . . t . Protected - __ ...: • _ . , .. _ • aturaj 3/4--0 ROCK " `• 1 /2 PIPE PIPE ZONE ••■ • . • - • : O.D. PLUS 6" 0t, not dlalur• .ell or revelation "• ; • • ° • • • % • MIS area protect/ water qu.11tµ - ° L .t, 0 0 — - 1.0..MW. - Li ** - ---� 8� 8 b 8% 0 o O ♦P o 8� 8 b 8 II ._ &Mee i �' 3/4" -0 \ \� o ° p ° o 800 p ° �i - ,�,.. .k� PIPE BEDDING \� ° ° 0 0 0 o p o ° o , ∎' BB - " c \ o % 0 . 0o 0 p ° p ° c o o 08 \� ' j e 8o o ° ° o o O ° o ° ; 8 . o a i. l g 4'X4' SIGNS SHALL BE USED FOR AREAS WHERE A LARGE NUMBER OF SIGNS ARE NEEDED TRENCH STABILIZATION: i SUCH AS THE BACK OR SIDE YARDS ON EACH LOT ADJACENT TO THE SENSITIVE AREA OR 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION 1 i VEGETATED CORRIDOR IN NEW SUBDIVISIONS OF PARTITIONS 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPERATELY AND PLACED PRIOR TO PLACEMENT R OF BEDDING MATERIAL. 1. NOTE: isi iiifff ALL COMPACTTION REQUIREMENTS PER c AASHTO T -99 AND ODOT /APWA SPEC 00405. h� N O k gR VEGETATED CORRIDOR TRENCH BACKFILL � I l'i-: S I G NAG E CleanWate Services DETAILS CleanWaber Services Iv' O commitment is clear. Our commitment is clear. DRAWING NO. 790 REVISED 12 -06 REVISED 12 -06 DRAWING NO. 590 _ 0 - Revisions and Addendum* Boo m s SHEET J Description Date No. By PUBUC WORKS DEPARTMENT F A N N O CREEK TRAIL D3 o 13125 S.W. # 4LL BLVD. � ___ TIGARD. OREGON 97223 $ e � EAX 503 VO10E. 503-716T4 -08 -2752 MAIN STEET TO GRANT AVENUE 466 a V TIGARD ww»:fG,RD— OR.GOV DETAILS FILE NC - DESIGN: JRP , DRAWN: JRP I CHECK: KSM PROJECT NO: C/P 2012 - 92024 92024 re•--B 28 " ...: h 27" 1 ► M —t I ■ ■ I UI �I� A A TYP. 5/8" X 3" BOLTS 1 /4 F�2 1/2" III��. A "v 2 EACH END A •• :• %' '. a ' ",� SEE STD. DRAWING NO. 320 N FOR FRAME AND GRATE 2 1/2" x 1/2" SQ. EDGE FLAT BA- . SECTION A -A I PLAN VIEW �1 B 3 " X21 2 "X38" 14 TYP. ANGLE tt _ 3/4 " \ i - FOR POURED IN - • I' PLAN 1 • PLACE • • • - ... 5" WITH -......i. , '� • 9 • . REINFORCEMENT . 13 1/2" . • , - FOR PRE CAST - . MAX. _ 3/8" X 2 1/2° FLAT BARS 2 1/2" A . 18" ■ c I .� AT 1 7/8" ON CENTER 2 I ■I ■I ■ ■I■ I■Irl ■I ■I ■I�i � , MAX 0 3 [ 111111111111 ■:I 111 • 18" < 1111111111 I N I BAR CROSS .: 11111111 III II II m Z 3/8" ROUND 1B "SUMP 11111111 N 1110110 H II I z v IN 1 11111111 11111011I11 I (z - 1111111 l�iiHII0�l° 28" 27" 2 1_1111111111111 1111111011111 SECTION A - SECTION B - I!I■IrI■I!I■IPI •••1■1,1 ■101 _ NOTES: 2" 1 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C -478. T YPICAL BOTH ENDS 1 2. INSTALL STRUCTURE ON MIN. OF 8" OF 3'a " -0" COMPACTED BASE MATERIAL. 3/8" X 2" FLAT PLAN OUTER BARS AND 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED BARS EACH END 3/16" EVERY SECOND SECTION B -B :! WIRE MEETING ASTM A497. INNER BAR 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2" TO 4 ". NOTE: 11 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A -36 FLAT BAR STEEL OR APPROVED EQUAL. APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. t% 6. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN ID. 48 ". SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE. 8 7. PRE -CAST STRUCTURES CONFORMING TO O.D.O.T. TYPE G -2 CATCH BASIN INLET ARE AN CATCH BASIN (CG -2) v ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS SHALL MEET C.W.S. FRAME AND GRATE t2 ii: Ro STANDARDS AS SHOWN ON DETAIL #320) DRAWING NO. 380 o - R AREA DRAIN (TYPE II) . il g I f Revisions and Addendums ; ,, DNIWON SHEET Description Date No. By a PUeuC WORKS DEPARTMENT F A N N O CREEK TRAIL D4 ". C 73125 S.W. FALL BLVD. I � � 4 n MAIN N STEET TO GRANT AVENUE I � �� FAX: 50.3- 624 -0752 II 1 TIGARD''wo -oRCO DETAILS FILE NC DESIGN: JRP I DRAWN: JRP !CHECK: KSM PROJECT NO: C/P 2012 -92024 92024 SEE NOTE AT TOP OF STANDARD DETAIL #020. FOR LARGE DIAMETER „�'+ I r "'` CONFIGURA710N OFTAII MANHOLES SEE h. r M INSTALLATION DOTAL STANDARD DETAIL #160 a .- GRADE RINGS (2 " , 4 ", OR 6 ") �" ° � PIPE 400PfER . . MAXIMUM 8 "- SEE NOTE 6 -i • SET IN NON - SHRINK GROUT .: 1 • 1 . PAVING RINGS NOT ALLOWED . BMTEa7C+1► T ! ACCESS PORI: r•-10' r 1� W6��w • • NOTES: - O Ln rm 1. ALL MANHOLE SECTIONS SHALL - , I uv w q CONFORM TO THE REQUIREMENTS • O = B01f BffOtTNlN OF ASTM C -478 AND APPLICABLE 4. '' PROVISIONS OF STD. MANHOLE D DRAWING NO. 010 •'•' 1 r - 1s BELOW DE RAE MSrT. • 2 INLET AND OUTLET PIPE NOT TO EXCEED • .. y 18 "DIA. ° •. DST . 1 : d Ben� 3. PROVIDE SPECIAL DETAIL FOR OUTLET MDR 14 DET • 60" MINIMUM - -� ' �� FLOW CONTROL EXCEEDING 18" DIA. . . • OMIT Per 000004) ��::. ....",41) 4. ALL OUTLETS SHALL HAVE FLOW CONTROL maim a ® rotas HOLE DEVICE. WATERTIGHT SEAL IRONS NEW WE ►� � DOLT COME � • SNOUT OIL- WATER -DEBMS SEPARATOR ar �� • • PIPE TYPE "' SIZE, AND CONNECTION NOTES: • . ANTI-SIPHON, DEVICE • S. PER :• 1 • • PLAN, AS 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER OUAUIY STRUCTURES SHALL BE } D AS MANUFACTURED BY k APPROVED BEST MANAGE ENT PRODUCTS, INC. g ALL HOODS AND TRAPS FOR CATCH BASINS °SNOUT" OIL &DEBRIS STOP • 53 Ml ARCHER RD. h AND WATER QUALITY STRUCTURES SHALL ' •: 1 ( CT 06371 a BE AS MANUFACTURED BY: (860) 434 -0277, (860) 434 -3195 FAX BEST MANAGEMENT PRODUCTS, INC. TOLL FREE' (800) 504 -8008 OR (888) 354 -7585 53 MT. ARCHER RD. 0 .. , PRE-APPROVED EQUAL LYME, CT 06371 1 •' • • 18" (860) 434 -0277, (860)434-3195 2. ALL HOODS SHALL B£ CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH FAX TOLL FREE: (800) 504 - 8008 ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. OR (888) 354 -7585 1 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE WEB SITE: WWW.BESTMP.COM '' , 1 OIL & FLOATABLE DEBRIS AND AN ANTI- SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) • OR PRE-APPROVED EQUAL . ON SURFACE CANNOT EXIT PIPE •'• 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS i SUMP VOLUME AVAILABLE 4 • 1 PER MANUFACTURER'S RECOMMENDATION. • � , MINIMUM MAXIMUM 5 . THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18' FROM I.E. OUT. 60'MH= 589CF 98.1 ?4 CF - 1 :' 6. THE ANTI- SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3 AND A MAXIMUM OF � 72' M H.= 84.8 CF 1413 24' ACCORDING TO STRUCTURE CONFIGURATION. i CF - - • .. 8 M.H. = 115 4 CF 192 3 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED CF PROVIDE SPECIAL DETAIL FOR VOLUME REQUIREMENTS EXCEEDING 192 3 CF ' ► SMOOTH AND FREE OF LOOSE MATERIAL. T . I • .! A ! .. • _. •ti, j I 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS II STEEL BOLTS AND OIL- RESISTANT GASKET AS SUPPUED BY MANUFACTURER. (SEE INSTALLATION DETAIL) 4' 9. INSTAUATiON INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED SUMP VOLUME REQUIREMENTS INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: h 20 CF /1.0 CFS OF INFLOW A INSTALLATION INSTRUCTIONS 58 9 CF MINIMUM REQUIRED B. PVC ANTI - SIPHON VENT PIPE AND ADAPTER C. OIL - RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING :11 D. 3/8' STAINLESS STEEL BOLTS E ANCHOR SHIELDS is _ I, WATER QUALITY WATER QUALITY v. R MANHOLE (SNOUT) A C leanWater Services MANHOLE (SNOUT) B C1eanWaber Servicess ;1 DRAWING NO. 250 REVISED 12 -06 Our commitment is Dieu. DRAWING NO. 260 REVISED 12 -06 Our eommitmeat b elect. R 1 Revisions and Addendum. wv191oN SHEET r Description Date No. By a nowt. DEPART/NKr F A N N O CREEK TRAIL 05 ?t. 13125 S.W. HALL BLVD. TIGARD, OREGON 97223 41 J - AX.' 503-624-0752 4 MAIN STEET TO GRANT AVENUE — C TIGARD M141V. fG4RD -ORGOV DETAILS FILE NC Re DESIGN: ✓RP I DRAWN: JRP I CHECK: KSM PROJECT NO: C/P 2012 -92024 92024 . 1" FLAT FACE LETTERING (RECESSED FLUSH) o WA P s # f`f . CI*4 / i MOM • • ------ \ ;►� • • 0 0 * * I n o Mir 00 I • � $ 4 • * 0 . 1 1 r 1 r ® 0 _ / (1) OPEN q �NS `. 51C PICKHOLE (16) .3/4" HOLES AS SHOWN PLAN VIEW COVER BACK 24 .5/4" D/A. N - 1 1/4" � 7/8• 2 7 /8" s" SQ. 1 1/2" I 7 1/2" SO. _1 e PICKHOLE DETAIL 11. 22 1/2" 0/A. SECTION VIEW a q 5 %a SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. Ro ak i 13 STORM WATER h l MANHOLE LID Cleanwale Services DRAWING NO. 120 REVISED 12 -06 Our eemmitmeat it eleer. _ v i Revisions and Addendum* SHEET Description Date No. By s DEPARTPAENT F A N N O CREEK TRAIL 06 S r"t 13125 LW. H4LL BLVD. )7j7 E N U MAIN STEET TO GRANT AVENUE R TI GARD. wwwn -oRCOV DETAILS r No DESIGN: JRP I DRAWN: JRP I CHECK: KSM PROJECT NO: C/P 2012 -92024 92024 Standard Erosion Control Notes For Sites Less Than One Acre: Filter Fabric Use Stitched Loops Material Over 2 2" Posts Angle Both Ends Of Filter Fabric Fence To 1. During periods of rainfall and runoff, daily inspections of the erosion sediment controls 7 Assure Soil Is r= and discharge outfalls must be provided by someone knowledgeable and experienced in titer Fabric • Trapped 60" Oak Posts the principles, installation, and maintenance of erosion and sediment controls. Material `D 1 _1- X 75 '� 10 On Center 2. Construction activities must avoid or minimize excavation and creation of bare ground jj 36" Wide Role Heavy Duty from October 1 through 31 each Interlock and Attach 2 - ►a w 71Y'a Wr..tlaa1 a s ,� wY 9 May Y ear. �iZ' k x• I �� - - -- - -= - Staples Mo 3. During wet weather period, temporary stabilization of the site must occur at the end of 2 "x 2" Posts At Splices Orange .' M (5 ea I 6 Max. S • acin each work day. � Top View "w" 4 Synthetic ( ) Orange 4. Sediment controls must be installed and maintained on all down gradient sides of the r , ; 1 r : Y 48 Oran e Front View Side View -- -- Fabric Fence - -i , Synthetic construction site at all times during construction. They mu remain in place until r l Y permanent vegetation or other permanent covering of exposed soil is established. NOTES SEDIMENT n ` ,, ; - " `"' Fabric Fence 5. All active inlets must have sediment controls installed and maintained at all times 1. Sediment fencing consists of a geotextile fabric usually 36" in during construction. Unless otherwise approved, a surface mounted and attachable, width with regular spaced pockets of supporting posts. FENCE I SPACING ON ORANGE FENCE u- shaped filter bag is required for all curb inlet catch basins. 2. Sediment' fence must be trenched at least 6" into the ground. 6. Significant amounts of sediment which leaves the site must be cleaned up within 24 " SLOPES hours and placed back on the site and stabilized or properly disposed. The cause of The use of_ a ditch witch ° or other mechanical means is helpful. NTS p p p y p Slope 8paCI0a Sediment fence must be stretched tight between the posts. Do 3. the sediment release must be found and prevented from causing a recurrence of the not allow The fence to sag or break away from the fence posts. < 10% 300 ft discharge within the same 24 hours. Any in- stream clean up of sediment shall be 5. More that one row of sediment fence may be required. Fencing < 15% 150 ft performed according to the Oregon Department of State Lands required time frame. should be Located no more than 100' from the upper edge of a < 209 100 ft 7. Sediment must not be intentionally washed into storm sewers, drainage ways, or water bodies. disturbed area. Space silt Fencing in rows no greater than 100' < 30% 50 ft 8. Sediment must be removed from behind all sediment control measures when it has 6. Sediment fences are effective only in sheet flow conditions and < 50% 25 ft reached a height of one -third the barrier height, and prior to the control measures should not be Installed across streams or other concentrated > 50%• 25 ft* 1 ° x2 ° x3 • Wooden Stakes removal. flows * stockpile slope 9. Cleaning structures with sumps must occur when the sediment retention capacity ' (2 per bog) g of all struc y percent a p y SEDI FENCE and at completion of project - -c b has been reduced b y fifty ! - ^ ; , ` � ,, 10. Any use of toxic or other hazardous materials must include proper storage, application, NTS a ° 0 - p and disposal' May Be Used Short Term c o a �� / ` ` 11. The permittee must properly manage hazardous wastes, used oils, contaminated soil, 1 Catch Basin Grate `, / 3 manufacturer's with Utility Work And with SECTION VIEW concrete waste, sanitary waste, liquid waste, or other toxic substances discovered or Phasing Of Development � •�� generated during construction. _ - �• ' '• NOTES 12. The application rate of fertilizers used to reestablish vegetation must follow _ _ _ _ _ Suspension 1. Embed Bio -bogs 3" Below Ground n - Flow - I recommendations. rf h N ri n releases from surface Surface. Shovel Nutrient f a eo f m f iii w Cords/Rods Excavate ses o fertilizers to su ace ofers s ads o ofe for Contour Fit Illlll iis must be minimized. Time release fertilizers should be used and care should be made ionoiii i inliii l ,iii!= "": ^;iili To Ground ��.I�IIi�' -� ��I� +�� Iunuu I II IIIIIIIIII Catch in application of fertilizers wi hin y y p !!! f ; = I um 12" Into Ground f any water way riparian zone. !!!!! III lillj " "" • 14. Prior to any land disturbing activitie the boundaries of the clearing limi v ^ ' - "'! " "' Basin 2 D r i ve St Minim y g s, t e bou do es o f e c eo g fs vegetated •- -_ ._ __- Filter Sack Surface buffers, and any sensitive areas shown on this plan shall be clearly delineated in the = - -_ _ : _ field, unless otherwise approved. No disturbance is permitted beyond the clearing limits. = __ BIO -BAG SEDIMENT BARRIER • The contractor must maintain the delineation for the duration of the project. Note: --•- 60" NTS Vegetated corridors to be delineated with orange construction fence or approved equal. Insert Sack - Front View 15. Prior to any land disturbing activities, the BMPs (Best Management Practices) that must Catch Basin. Area Drain be installed are grovel construction entrance, perimeter sediment control, and inlet 4 E protection. These bmp's must be maintained for the duration of the project. .t ti Flow _ ; E 16. If vegetative seed mixes are specified seeding must take place no later than �I' I" ._ 1 " Rebar For e3- oc� // „€ • September 1st; the type and percentages of seed in the mix are as identified on plans � ` Bag Removal o a r f . . or as specified by the design engineer. . ';iit';iil�' F low Ditch Catch Q c,� �. ��. Vg Bottom Basin •:� •'�' 17. Watertight trucks must be used to transport saturated soils from the construct site. l i,l l,llg i l_ . _- " " 4 eh ••A, "4, ,fr. An approved equivalent is to drain the soil on site at a designated location using _ ` . R u bb er Bl oc k s . • sr. 184; M t II N .::■ £ appropriate BMPs; soil must be drained sufficiently for minimal spillage. ,,,,,,,,, , a' �; ��; / / -1...4.4?....). • . II Overlap Bags Storm Expansion ,■ 18. All pumping of sediment laden water must be discharged over an undisturbed, ( Yp) � .1- / ";��,o s , pG o s; 1�; , 6 Min. f Pipe Restraint •/ °i i.. '1� preferably vegetated area, and through a sediment control bmp (i.e. Filter bog). / -.. �. e. ss: €° Filter Sack .- ,•,.•:,i 19. The ESC plan must be kept onsite. All measures shown on the plan must be installed fIQn Section :. - ;, ; ,. ; ; �. h. i properly to ensure that sediment laden water does not enter a surface water system, Ditch I nsert S ack Side View Inlet 25' Min Radius '!� roadway, or other properties. Notes �o �e�5 Ci 20. The ESC measures shown on this plan ore the minimum requirements for anticipated 1. Additional Measures Must Be Considered Q ,` - v a site conditions. During the construction period, these measures shall be upgraded as Depending On Soil Type. Note: ce• 4 needed to maintain compliance with all regulations. 2. Bio - filter Bags Should Be Staked Where Recessed curb inlet must be blocked when 10=12" -12" Min. Depth \c ,, 21. Written ESC logs are suggested to be maintained onsite and available to district Applicable Using (2) 1 ° x2 ° Wooden Stakes using filter fabric inlet socks size of filter *20' Min. For Single Family And Duplex Residential ti inspectors upon request. Or Approved Equal Per Bag. fabric inlet socks to be determined by 2 k R 22. In areas subject fo wind erosion, appropriate BMPs must be used which may include 3. When Using 30" Bio -bags To Protect A manufacturer. GRAVEL CONSTRUCTION N the application of fine water spraying, plastic sheeting, mulching, or other approved Catch Basin You Must Have 4 Bags And R measures. They Shall Be Overlapped By 6° FILTER FABRIC INLET ENTRANCE 23. All exposed soils must be covered during wet weather period. f110-FILTER BAGS T MPORARY PROTECTION NTS NTS R i Revisions and Addendums TM, = SHEET Description Date No. By Pue WORKS D „ F A N N O CREEK TRAIL 07 -41 - A + . 13125 S.W. HALL BLVD. r "?, OREGON 9726 MAIN STREET TO GRANT AVENUE ii = 503-624-0752 $ TIGARD "" " ° - °RG ° EROSION CONTROL DETAILS FILE NO DESIGN:JRP DRAWN: JRP I CHECK: KSM PROJECT NO: CIP 2012 -92024 92024 • RIPRAP: I • ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. c . °& Y ; ��, `�.: �; :,,i; • — .a • I • THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE -THIRD ITS LENGTH. ° y ' ° L % a.• I ~ " ‘14-''''4'. `i • ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. " I " `� SL '� WOOD STAKE RIPRAP INSTALLATION: PLACE WATTLES ALONG SLOPE CONTOURS. • EXCAVATE BELOW FINISH GRADE TO DEPTH & DIMENSIONS SHOWN ON APPROVED PLANS. PROFILE I • INSTALL WOVEN GEOTEXTILE FABRIC. --:: OF • PLACE RIP RAP TO FINISH GRADE. , s RICE, COCONUT OR EXCELSIOR • ; ,� ' - = .;,.te r;,,,.; WATTLES ,,„S'..:4414-. ' _ ' a '''te- -''` • GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: -�' CLASS CLASS CLASS CLASS CLASS r4. " STAGGER 4 50 100 200 700 2000 JOINTS ' PERCENT I WEIGHT OF ROCK (LBS) (BY WEIGHT) SECTION — 50-30 100 -60 200 -140 700-500 2000 -1400 20 a 30-15 60-25 140-80 500 -200 1400 -700 30 15-2 25-2 80-8 200-20 70040 40 0 STAKING SPACING 4' O.C. 2-0 2-0 8-0 20-0 40-0 10 FLOW o FLOW FLOW 0 se TIGHTLY ABUT ADJACENT WATTLES. II 0 : PLAN VIEW i NOTES: FOR FURTHER INFORMATION 1 1 . STAKING SPECIFICATIONS: ON DESIGN CRITERIA SEE it a. 1'X2' WOODEN STAKES CHAPTER 4 OF CLEAN WATER 1 m b. ADDMONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION S DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR AND SEDIMENT CONTROL 2 HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. 1 ,Q, i 2. SPACING IN ACCORDANCE WITH DETAIL 940. t i i RIP RAP DETAILS WATTLES R aeanVWaber Services C leanWater Services DRAWING NO. 770 REVISED 3 -07 Oar commitment b Bleu. Our commitment Is elect. DRAWING NO. 880 REVISED 12 - 06 Revisions and Addenduma Date No. By DEPARTMENT SHEET F ANNO CREEK TRAIL D8 5 :.- -, 13125 S.W. HALL BLVD. � V � ncnRn, OREGON 97223 GRANT AVENUE OE: 503 fC -716- ?466 MAIN STREET TO FAX: 503 -6 ?4-0752 �E NO I TIGARD MwN »G4R0 -0 GO EROSION CONTROL DETAILS DESIGN: ✓RP DRAWN: JRP I CHECK: KSM PROJECT NO: C/P 2012 -92024 92024 0 w 0 > z 0 c.) CONSTRUCTION CC wl- I z °m>- Q < o 0 n o I- 1. Water Quality Swale shall be over - excavated and filled to final grade with 12 -inch amended (,) < v > „ topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer o * ° ° amendments. H- Qi_0_~ 0 uJ : a ' < 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the in • , 1 , t 1 1 •• f ' < 0 („ c- N swale cross section, fabric shall be held in place in accordance with the manufacturer's ■� � + ;' ° ° 0 installation re i 1 1 ��. �►.11 illati requirements. Anchor spacing shall be based on 3 s flow over the fabric. 0 N m cC.) q P g fP ' V y 1 I t�rft,;" — ' ' w lly a. Treatment area - high - density jute matting (Geojute Plus or other approved equal) ,. ,,. ► 1 I� ° x �, < o b. All other areas - low- density jute matting (Econojute or other approved equal) r /11 ° w Q ' ' Q w o Z 3. 2.5 -3 inches of 2 " -i" river run rock shall be placed over the matting evenly throughout the < < 1 ),, 0 0 *6.1-A%,1*, m Q 0 ° o w length and width of the swale. 0 z in vi � ` a o ( 0 w , 4. Plant materials shall be placed in accordance with the plan and plant table as shown on �< U w ?v 0i `' o Q o Q approved plans. • o Q i 5. The water quality swale treatment area plantings can be deemed "substantially complete" _� Z ° J once active green growth has occurred to an average growth of 3" and plant density is an �I 0 Ce a < L < < of approx. 6 plants (minimum 1 -inch plugs or equivalent) per square foot. A N Z 0 w w 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth — o �:�1 o o Q z I- 3 a and dens matches the engineer's design as shown on the approved plans and all other o Z .� .,I ro Q o Z a 0 = 3 Q requirements have been met. The engineer must certify the facility to be functional, in 0 m �, z o m '- Z , , o accordance with the approved plan design to begin the two -year maintenance period. Z Q N ,�I Y w HZ Z a Zoo w �� oN w 3 °° Q _m ° O N w MAINTENANCE § o `n �� ° r -, ` ` z 0 < 1. The permittee is responsible for the maintenance of this facility for a minimum of two years Yr I- N zm wF- z z a � I D o �0wa w following construction and acceptance of this facility per Chapter 2. Tp w= Z Z M a ° J z z � `" w } < X a ,- < 2. Irrigation is to be provided per separate irrigation plan as approved. (V � U = c ,1 ° ; < o 1 c a } Note: Irrigation needs are to be met using a temporary irrigation system with a timer during " w � � ( //� w a > - ° a the dry season. Systems should be winterized during the wet season to assure longevity and O O �� f . x . w CC a J < 2 < V� J� � o w 2 L o 0 "- Q- _ 0 a X guard against damage from freezing temperatures. Water source shall be as shown on the °� ��( I__ s � I < D w _ a 0 a w approved plans. c } w ' ' ,, ^C � m °_,. cc O� a Q9 L O � �'' 0 w z w < c� 0 x o �, Q 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice > � 1 , Et i t o w z N Q Z Z o o a annually (Spring and Fall). The landscaping shall be evaluated and replanted as necessary _I i, '4 Q ('' o ( w o a c � o o Q w to ensure a minimum of 80% survival rate of the required vegetation and 90% aerial az z w 0 w 0 M - " w & m coverage. Non - native, invasive plant species shall be removed when occupying more than Z a- ,- wwavi = < K Q H=x 0 a � ° - � o Zmz 20% of the site. c X w Q � U) � w w CC D < N Cr 0 4. The facili shall be re- excavated and planted if siltation greater than 3 inches in depth -J 20 • Gi cr cc a-, w. -wc� —...- < ° w < x U- occurs within the two -year maintenance period. In cn w cn > .- c ri a 6 N0 O ok �N WATER QUALITY SWALE WATER QUALITY SWALE Ei CleanWab Services CONSTRUCTION & MAINTENANCE NOTES nWa Services R EVISED 12 -06 8 DRAWING NO. 700 Our commitment it clear. DETAIL NO 710 REVISED 12 -06 Our commitment is clear. Revisions and Addsndums SHEET Description Date No. By P UC WORKS DIVISION F A N N O CR TRAIL D9 � Pueuc wowca DEp� Ii1,3125 S.W. HALL BLVD. f. � � . VOICED, OREGON 2466 97223 MAIN STREET TO GRANT AVENUE Y VOICE: 718 -2466 � VbIC � FAX: 503- 624 -0752 a4 _ - rIGA>Rn W» nI4ED- OE.I °V EROSION CONTROL DETAILS FILE NC DE8ION: JRP !DRAWN: JRP I CHECK: KSM PROJECT NO: C/P 2012 - 92024 - 1 92024 I ' - � r If - '' r - , OFNERAL NOTES: 2 - \ 1220 sir aewr AVE / , 4 v' � _ � y l TREES PROPOSED 299 c I r ` ` \ I I r ' 1 g gg g g g a f �� '.1 ` SHRUBS PROPOSED: 1,496 I \ r , g44 44 ;\ ' ( • 4. ` � g � ' '► g a a 444 ' ; % ii . 4' TREE TO 8E REMOVED ARE TO BE CONSIDERED FOR USE AS WOODY DEBRIS 0 -- `g *gagg / I - • .. SITE PREP: COORDINATION WITH CITY OF TIGARO: 1 �� . O 151028601120 , ssa s,r rcwp 5 e - MI :� • p , ! OTHERS • / � " F .Q,, EROSION CONTROL PER SEPARATE PLAN BY .s rg ;'�44�a �ggg�h 3, • 0 0 d, ,.... - ' -tS► M`gv � ti r r. � r. ,4 s� ft's sHT r r I 1 $ a i:Y �r • ,�, ' ► B , g41g4 4 Atg *�� > S ® E � � c m i* o r m y g g ' g g g 1` a ♦ t d � ' < T•P- ,,: : - ..,. u•) : Dr „ram O t g 4 g 4 4 ie , 1 ,, i 4 4 Sd� =ems '` ° ti g giggg * '4, 1 •. 4��1 iauiili � a X14\ O F �'�� ' � g � og a tr g �pR a g � g4, ' ) � g+�� g4 6�ij a ;r f /XV • ►��gg 416( ►♦ ♦ �:I� r a' 4 '1 g �y a gg .. L - 0 , 0 1 1 4 4 y g e g �It ► a l la e P l A 4 vg \ ' r . a �'- . .' . A ` g , i a' * ' �'. 7 �Ig ! * fg g4 , 0 < GEORGE PtuueD g - og4. •' ^R ag ♦ g sg 4(] a t4 � g b+g , l� / 4 i�� . 4. - a !,44 44*4� ►`�` 4 �� « f 9 = a.. b'i1 okgg , 4 _..4 4`_,8 , - . , ��i - e %' gg Q st► e � � .gg4v _ - v" �, �II gg Tvei i O Plan n. PLANT LAYOUT, typ. �a � I � � : : 1 te. �: - 1 .• s 4 H. 7 ..--- / �' % m_ @� �. SEEDING MIX is made up of the 3 mixes show below 1 e�•/ m I - m a I - - — - - — --- ' — - - � '' o ./ ` The area indicated Includes SEEDING; mix shown In seed schedule to be NATIVE WATER QUALITY MIX by Sunmark Seeds Int- I R , SYM QTY SIZE BOTANICAL NAME COMMON NAME , I2349 511' GRAN! Arc I I ,auo s* crew( AVE ' I f . _ 38% estuca rubra rrubra molatel Native e Red O Fesc cu ue s ' I ' l2% - Deschanpsia caespitosa tufted Nairgrass I I f- ---- - - - ---1 I 461 E mus I Its Blue Wlldrye WOODARD PARK APARTMENTS ID 0 - Glyceria occidentalls NW Mannagrass SITE PLAN QUANTITY OF SEED IS BY PERCENT (%) OF PURE LIVE SEED (PLS) PER LB PLANT SCHEDULE APPLICATION RATE 20 LB /AC SYM QTY SIZE BOTANICAL NAME COMMON NAME NOTES The area Includes SEEDING; mix shown in seed schedule to be GRASSLAND MIX by Sunmark Seeds Int. . . 25 br. root Acer macrophyllum Big leaf Maple all trees to be planted In SYM QTY SIZE BOTANICAL NAME COMMON NAME 41 ,90, ∎.1 50 br. root Alnus rubra Red Alder groups of 3 - 5, 10' o.c. g 00,1001 20 br. root Corpus nutallll Paclflc Dogwood interspersed between shrub X . 401 Bromus carinatus California brome -grass .00, 30 br. root Crataegus douglasf, spp. Douglas Hawthorn plantings 0 U 0.♦.:g' 20 br. root Fraxinus latIfolla Oregon Ash - 0 05% Deschampsla caespitosa Tufted I-Iairgrass 1 w 0 O.. A 24 br. root Malus fusca Western Crabapple tu 40% ElymJ5 glaucus Blue Wildrye x..1 30 I gal Quercus garryana Oregon White Oak 151 Festuca rubra rubra Dar molatel Native Red Fescue I- ' .. 15 br. root Rhamnus purshlana Cascara diLe• 000; 30 br. root Salix lucida 'Lasiandra' Pacific Willow rooted cuttings W available QUANTITY OF SEED IS BY PERCENT (%) OF PURE LIVE SEED (PLS) PER LB • 15 br. root Sambucus cerulea Blue Elderberry multi stemmed APPLICATION RATE 20 LB /4G O Z ivjg 20 12 - 18" Pinus ponderosa 'Willamette valley' Willamette Valley Ponderosa Pine also call Valley P. Pine I ,% k v�. 20 12 - 18' ThuJa plicata Western Red Cedar The area Includes SEEDING; mix shown in seed schedule to be NATIVE PNW Wildflower mix by Sunmark Seeds Int. e ��0 300 r. cuttings Corpus sericea Red Oster Dogwood all shrubs to be planted In SYM QTY SIZE BOTANICAL NAME COMMON NAME m 1 00 Ion root Mahonla aqulfolium Oregon Grape groups of 3 - 5 approximately N 1:KA 50 br. root Oerderia cerasiformis Indian Plum 4.5' o -c. X tin l0 br. root Philadephus levisii Mock Orange L . various Native Wildflowers '�♦�� 10 br. root Physocarpus capltatus Pacific Ninebark - _ - 00 _,1 90 I gal. Polystichum munitum Western Sword Fern br. root If available 0 ��. N 40 br. root Ribes sangulneum Red Flowering Current - Lu 130 br. root Rosa gymnocarpa Baidhip Rose - �� 130 br. root Rosa rutkana Nootka rose - QUANTITY OF SEED IS BY PERCENT (1) OF PURE LIVE SEED (PLS) PER LB •�:�� 130 br. root Rosa plsocarpa Small - fruited Rose APPLICATION RATE- 3 LB TOTAL FOR AREA 51 -1OU1 )!1i ♦ 100 r. cuttings Salk sltchensls Sltka Willow plant in groups of 3, 4.5' o.c. k.. 286 Pr. root Symphorlcarpos aibus Snoulberry - i See Notes and details for additional Information; Maintain 6' clearance between edge of path and new plantings r - "'' YEGEGETATED cometcoR A n 1 NOTE' PLANT SCHEDULE IS FOR REFERENCE. - IN CASE OF DISCREPANCY BETWEEN PLAN AND SCHEDULE, PLAN GOVERNS. e EXISTING TREES - NOTE THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE AMEC EARTH 8 g 'T ® CLIENT LOOM uo31r: o•lam WRNS S WARREN, - PROJECT: FANNO CREEK REGIONAL TRAIL • ENVIRONMENTAL REPORT No. _ DATED _ plan by ® PAX •°00 ,aoc .w -pewee 3ra O PPDlEa11oN. LI, Mel Ora PROJECTION. Street to Grant Avenue) REVISER NO . YOUR Mw A�� ® i dm ORoor rma 3- 23-2012 • I� w•s // a / ' e4rY UM= ® 10 a 2013 REV PER OTT COMMENTS ISSUED FOR BOOM NM0 D RAVN+er TITLE. DATE ® 2 1 2013 ISSUED FOR MEMO mrD =ehumy 6.2012 Al. 2 NY YIN OR ' ® „ , : 201: nEVISpHFRDYOIra01•EM8 � WEDer PLANTING PLAN o FM 10:1121.03 AMEC v e ONE OF THREE Base Into provided by AMEC 2/2012 m e mu i os s w nrDMlv x x 1•EW TI GA.RD Tare SW O,nv, Ida OR/02.1. SCALE 5K- A REV D Al r Iso4EMEVISION OESOOpnOH ENG. AMR Va,drC OR. USAO IN - L.-1 GENERAL NOTES CONTRACTOR NOTES I. All work shall be done in accordance with standard professional construction practices, experienced PROJECT INSPECTION, ACCEPTANCE AND WARRANTY (continued) . workers, the specifications, Installation details and the codes of local Cities, Counties, State and Contractor Is to maintain the protect for a period of no less than 90 days upon completion of protect. It Federal regulations, etc., the specifications and standard details shown In this drawing set. Is the responsibility of the Contractor to notify the Owner's Rep of the beginning of the 90 day maintenance period Following this 90 day time frame, the Owner's rep will determine project acceptance. 2. The contractor shall secure all necessary bonds, Insurance, licenses, permits and approvals coordinate When the landscape work le completed, Including the maintenance during construction, the Owner's Rep will, and attend pre - construction conferences prior to commencing construction, IF required. upon a 48 hour advance request, make an Inspection (2 max.) to determine project acceptability. They shall determine whether the project Is substantially complete and conditionally or unconditionally acceptable. 3. The contractor shall guarantee all work done under these plans as required after project Additional site Inspections fo final acceptance shall be at the Contractors cost acceptance by the owner or when applicable local Jurisdiction. Warranty bonds, If required, shall secure Where Inspected landscape work does not comply with the specified requirements, replace rejected work said guarantee In a form or forms acceptable to the bond holder. and continue specified site maintenance until reinspected by the Owner's Rep and Found to be acceptable. Remove reject plants and materials promptly from the project site. 4. In accordance with state and local underground utilities regulations, the contractor, prior to commencing any excavation, shall provide notice of the scheduled excavation to all owners of underground facilities Upon project acceptance, the monitoring period, one (I) year construction warranty and maintenance period by calling the 'Call Before You Dig' number 1 800 332 -2344. The notice shall be given to the owners will begin. of facilities not less than two business days or more than IO business days before excavation. This contract requires that all workmanship supplied materials, plants and seeded areas shall be guaranteed, 5. The contractor Is responsible for managing construction activities to ensure adjacent public roads and upon protect acceptance for a period a one (I) year. This shall Include the 90% survival of all Installed sidewalks are accessible and kept' clear of mud and debris, to the satisfaction of the City. The Site plants Including a maximum of 107 cover of target non - native plant species. and area of the project should be free or debris, excess d unused construction material and maintained to allow for a `lean and a orderly installation process. SITE PREP NOTES 6. The contractor shall protect existing buildings, walls, fencing, pavement, stakes, monuments, trees, plants and other site features on and adjacent to the elle; protect work and materials of other trades; protect the public from Injury at all times. The contractor shall repair or replace at their own expense I. Contractor Is to use all means possible and practical utilizing standard construction practices, to minimize and any and all damage resulting from construction operations or negligence. limit construction activities In and adjacent to wetlands and other environmentally sensitive areas. Prior to clearing, stripping, and/or grubbing site, contractor(s) are to review construction corridor with owner's 1. Prior to any and all construction within existing public right -of -ways, the contractor shall complete a representative for determination of trees /shrub cuttings that may be used or material salvaged and stored traffic control plan and obtain local approval Traffic during the construction shall be controlled In For planting the mitigation/buffer area. Transplant native plant material that Is to be used on -site to accordance with the governing manual on uniform traffic control devices. approved temporary holding areas or relocate outside clearing limits and maintain until installation. 2. AR cleared material (large rocks and appropriately sized woody debris) should be considered for possible 8. The contractor shall maintain on the job site at all times, at least one set of approved wildlife habitat in the mitigation area and may also be Incorporated Into the restoration of the site. Boulders construction plans. These plans shall be marked "Job Site As- Builts" and shall be marked up and maintained and trees to be used on -site shall be approved by owner's rep and governing jurisdiction; place on -site as current at all times. Prior to final completion of the work, the as -built plans shall be delivered to the directed owner's representative for processing and submittal as required 3. Trees, when used for habitat restoration, are be Identified by the Landscape Architect/Biologist, shall be pushed over so that the rootwad remains Intact with the tree and placed as directed Secure and key into 9. Staking and GeoTechnlcal assistance to be provided by the contractor and coordinated with the owner place with approved anchoring methods but not limited to riprap, burying trenching, cabling or other and L.A.. GeoTech to be approved alternative. For additional grades, bioengineering techniques. compaction, concrete specs, and Information on curbs and ditches, see Eng. drawings and std. City Specifications. 4. Boulders, when used, should be as large or larger than boulders occurring naturally In the area The size depends on the adjacent channel width and amount of flow, but should have angular sides to resist 10. ANY and ALL discrepancies between these plans, details and the actual field conditions shall be movement under high flows. Undersized rocks may be used If properly secured to create a solid form or - reported to the Owner's representative or designee Immedlateh} Plants may be relocated die to structure. Coordinate these 'found materials with owner's representative utilities or proximity to existing vegetation. Notify the Owners Rep for review and direction. 5. Protect and preserve all native plant material in and adjacent to all work sites and wetlands /sensitive aeas - where possible and practical except where noted for removaL II. Prior to beginning work, the contractor shall provide the owner a schedule all work to be completed. 6. All Local, Municipal, State 4 Federal laws regarding uses and regulations governing or relating to any portion Contractor to work with other site contractors and coordinate work with protect Landscape Architect of the work depicted on these plans, details and specifications are hereby incorporated into and made or owner's representative. Verify schedule and scope of work prior to execution of any portion of work. part of these specifications; their provisions shall be carried out by the contractor(s). 12. See engineering, erosion control and other associated Plans for additional requirements and specifications. 1. The Contractor shall obtain all necessary licenses. bonds, permits, and Insurance required to perform the 13. Any work done within designated wetlands, mitigation sites, riparian enhancement sites or other sensitive work indicated herein before commencing work and shall be responsible for coordinating work with an natural areas Is governed by Federal, State, County and local jurisdictional permits and regulations. parties Involved, Including jurisdictional agencies. All conditions of the controlling parties shall be observed at all times. 8. Utility relocations and removal, well decommissions and other engineering related work shall be completed by others. 14. Plant materials shall conform to American Standard For Nursery Stock standards governing health, size, branching 9. Prior to beginning any work on site, the site shall have the clearing limits/limits of work and the Vegetated habit, form and root development Corridor surveyed and staked (by others) clearly and continuously marked with approved visible material. This may include, but not limited to sediment fence, flagging or orange barrier mesh 15. Contractor is to review and verify rough grading to be within one tenth of one foot (.I') of finished grade. 10. Avoid disturbance to ALL seas beyond clearing limits/limits of work. Prior to beginning work, ensure an Do not start additional work until unsatisfactory conditions have been corrected Upon approval of rough grading, erosion control, fencing tree protection and other site protection is In place. begin soil prep and Finish grading Maintain specified clearances along structures and other site Features. II. The existing wetlands /sensitive areas are to be separately identified and marked prior to beginning the restoration and enhancement work. All of these Identification measures shall be maintained and remain visible 16. SUBMITTALS - Materials throughout the construction period. Immediately Following award of bid, Contractor shall investigate availability of the plant material and provide 12. Each Individual planting location will be stripped of non- native plants, impervious surfaces, gavel and other sources for each plant type. Provide cut sheets of specified seed mix and seed tags upon delivery to Inorganic material as shown and or directed. These materials and invasive plant materials and soils containing site. In the event that the specified plant material Is not available, provide a list of possible substitutions. excessive amounts of invasive roots and seeds shall be properly disposed of off site. Any changes or substitutions must be approved in writing by the Owners Rep prior to execution of any 13. Son amendments are to be placed during plant Installation, after grading and underground Installations are part of the work. complete (by others). Any newly graded surface area should have hummocks (small bumps). Finish grade This work requires the Contractor to provide supplemental water along with a watering plan / schedule. shown is top of soil amendments. Contractor Is to also provide information on all other products and materials used and those noted For 14. Once the grading and clearing Is complete, review elevations and surface slopes with Landscape Architect / approval, as part of the required work on this pat of the project. Wetland Biologist. Maintain separation between any stockpiles of different soil types and protect from contamination. Do not work soils when freezing, excessively wet or when dry conditions exist PROJECT INSPECTION, ACCEPTANCE AND WARRANTY 15. The Restoration Areas and all other disturbed areas shall utilize lightweight equipment and methods that It.. The Contractor Is to maintain the job site and plant material until the work is completed and final acceptance avoid soil compaction with slight. undulations or variations In the surface elevation.. Is granted At the time of final acceptance, In writing by the Owner's Rep, the retainer shall be released 16. During the construction process, special attention Is to be be paid to erosion control Issues. All areas that l When work is completed, the following for Project Acceptance are also required have exposed soils and /or seeded areas that are not established, are to be covered with WEED -FREE / A. The plantings and seeded areas shall be covering a minimum of 80% of the restoration area. straw or approved mulch, especially during wet periods- � a B. Seeded areas are to be established with the specified grass, thick, healthy, uniform A In color free of weeds, bare spots, ponding, uneven slopes and surface Irregularities; B C. ' As -Bunt' drawings of the Plantings showing at the minimum' actual plant areas, seeded areas, plant B �yyy � �J ! substitutions. d� r.7v rj PROSE I DATUM PROJECT PROJECT NO. ENVIRONMENTAL REPORT NO. DATED NOTE: THIS DRAWING SHOULD BE READ IN CONJUNCIE)N WITH THE AMEC EARTH a gT�p plan by ® a ® "x"` 1O � " - FANNO CREEK REGIONAL TRAIL - PURLS MN DEPERTIM _ _ '`�O _ Fnp.Cigrt AM 0• NA m (Mein Street to Grant Avenue) REVmDN NO • " gym' mar 3-23-2012 . � -1";-,, . �� ® IM 803-7/0-2001 - eb E- e. 2(112 a�6 ONV ® 10 E 2017 REV PER Orr COMENTS ISSUED KR BIDOKi I.�a 41-04-075, m" pNNN OP ME ME- ® vuvRND NO. OR u ANCLA ° ® ]1 12 : 2017 ^ RENEWED BY NOTES two OF THREE o AMEC mN REVISION CITY CON.Ea+18 .Q�/I/Mw�,,r.(_� .., SUMP.. Bose Info D rowrBeo b y AMEC 2/2012 0 B 2012 ISSUES FOR FM. REYES. Y x T IGARD A nrB S w. °Mn Neil MP. SCALE SHEET N0. �� CC REV 0 U Y ISSUA EVISIDN CEBCI✓PTAN END. APPR P.M DR U.S.A. BR24 • L -2 PLANTING NOTES MAINTENANCE NOTES WATERING II. Planting area and lay out of the plantings will be located by Owner's Rep; coordinate - The Contractor shall provide water for the plantings during constriction and schedule with city. Generally Install tree and shrub species In random groupings of throughout the warranty and maintenance period. Contractor shall provide temporary 3 - 5 of each species as directed In field The Intent is to replicate natural plant A. The Contr shall maintain all landscape areas until project completion and acceptance. Once the watering to assist In the establishment of the plant material Watering shall consist of communities by providing a layered understory canopy with a mixture of trees. project Is completed and accepted, the one year maintenance period will begin. a minimum of one Inch (I ") per week; note site visit watering time and rain days on site Maintain a 6' clear zone between the plants and pat visit reports. Coordinate with Owner's Rep. Receive approval of watering methods 12. Contractor may substitute larger or better plant materials than specified, upon B. Contractor to provide temporary Irrigation or watering to the new planting area to assist In the prior to beginning Installation. See Maintenance standards For other requirements. approval Total quantities shall be met or exceeded. Species may substituted with establishment of the plant material. Receive approval of watering plan prior to beginning maintenance Contractor, at their option, may Install a temporary Irrigation system; design and other native material upon written approval by Landscape Architect/Biologist activities. schedule approval by owner's rep. At the end of the watering period, contractor knowledgeable with vegetation In this area shall remove the temporary system to the satisfaction or the owner's rep. 13. Prior to Installing plant material, scrape away all vegetative material (grass, sod, weeds, C. Contractor shall provide a schedule, For approval, of maintenance activities to owner's rep. prior to Contractor shall provide all labor and materials for watering and shall guarantee etc.) In a three (3) foot diameter to expose bare eoiL Install plants so the crown beginning maintenance. materials and workmanship; see warranty. (nursery grade) Is at grade; see detail. 14. Spread roots out so none are kinked or circling. Protect roots, especially fine D. Contractor Is to meet on -site manager on a quarterly basis; provide monthly site visit reports In printed PLANTING AND SEEDING root hairs on the main root system and electronic Format acceptable to the owner. I. All plant material to be non- clonal In origin, and the plants must be nursery 15. Backflll for all plants shall be a mixture of the following soil amendments: 2/3 topsoil propagated unless transplanted from approved on -site areas approved for (from site) and 1/3 approved compost. Combine with an approved Mycorrhlzae E. MINIMUM REQUIREMENTS DURING THE MAINTENANCE PERIOD: L disturbance. All native plant material to be used In planting seas to originate from product and thoroughly mix planting backfilL Gently tamp (compact) the soil around The contractor's schedule shall Include 2 mowings during the growing season. Multiple mowing cycles of parent sources within 200 miles of site. Seed source must be as local as possible. the plant; be careful not to over compact the soil non - Irrigated areas that are not regularly fertilized and/or irrigated will cause thinning of the plant 2. The new plantings shall provide a minimum of 80 percent vegetative coverage of 16. Thoroughly water all plants immediately following Installation to provide maximum soil to population. This may reduce the grasses' / flowers competitive capabilities and allow undesirable seedling the ground within one year or gowing season. If the coverage Is not met, root contact and to eliminate air pockets. After planting each plant, provide a trees, brush, and weeds to become established additional plantings will be installed and the maintenance period extended for a three (3) inch layer of approved compost in a minimum 18 inch diameter circle. Avoid mowing in areas where wildlife habitat enhancement is a recognized part of the management schema minimum of 60 days. 11. Provide I" distance between compost layer and main stem of plant. Upon approval, Essential mowing can be accomplished after the nesting period for upland game birds. 3. Contractor to provide submittal of plant types, sources and tags of seed mixes contractor may use pervious materials or to inhibit the growth of unwanted adjacent Do not remove more than one-third of the total height in a single mowing activity, unless the herbaceous prior to beginning work. vegetation material has produced seed and dried Height of mowing for shall not be less than four inches and 4. Contractor shall have a minimum of five (5) years experience in installation, acquisition 18. All plant materials shall have an approved photo degradable plastic protector tube preferably between six and eight inches. Whenever possible, mowing activities should take place after and/or production of plants and grass species native to the Willamette Valley. securely installed with a minimum of 2 bamboo stakes at each plant. Install protector herbaceous materials have matured and set seed. This is desirable for the health and long -term survival Contractor shall also have a minimum of five (5) years experience in establishing so that bottom of protector Is a minimum of 2" into back fm material of the stands because it allows for root growth and development. It is also Important to mow during the native wetland plant communities In the Willamette Valle. This experience shall be on 19 . Fertilizer none. seasonal dry period to avoid damage to the stands from the tires of the mowers. Mowing when soil is projects similar in scale. 20. Plantings shall be marked In the field by a tag attached to the top of the plant for wet causes tire slip and compaction Tears and exposed soil from tire slip creates windows for erosion and 5. After site work and underground installations are compete, and before beginning easy identification by the Inspector. weed Invasion planting or seeding, redistribute soil striping, stockpiled topsoil or other approved 21. The area to be seeded should be roughened by 'track-walking or other approved material, free of debris as directed or specified on other sections of this project; methods to assist In the establishment of vegetative cover, prevent erosion and Utilize the watering systems to encourage aggressive and healthy root growth. contractor to coordinate this site work by others. the reduction of runoff velocity. Hand seeding Is acceptable; follow all suppliers Monitor and inhibit the growth of Invasive weeds In and along the borders of all designated areas. 6. Contractor to also provide Owner's Rep Submittals for all supplied materials, soil recommendations; provide approved mulch following seeding. IF hydroseeding, seed It is acceptable to pull weeds and non-native material from all newly Installed plant areas. amendments, purity certifications, and other requirements and specifications. Original area between plantings with the specified seed rate and hydromulch at a 1/2 rate of Use pre 4 post emergent weed sprays, upon preapproval, In the appropriate areas at a safe distance Seed Tags of the specified seed to be provided prior to delivery of seed to 20001b /acre. The balance of the mulch shall be applied as a second layer. On all from the water. Follow all license and regulatory laws and standards. site. slopes greater than a 10 percent slope, the slurry mix shall be applied with a Monitor plant survivability; remove dead plants and replace al plant material covered under original 1. Prior to beginning work, verify that rough grades are within .l foot of specified tackifier (bonding agent). Rates and methodology to be consistent with suppliers warranty period. Report as necessary. elevations; Notify Owner's Representative for approval of rough grade. Allow for recommendations. Monitor erosion and report as necessary. import of topsoil and/or amendments (If required) when determining final elevations. 22. If hydro seeding occurs during the wet season, or a rainy period, the contractor Monitor water levels and asses plant material For dead/dying plants. 8. Regard site (fine grade) as necessary, providing uniform and continuous slopes, shall Increase the percent of mulch x 2 with an approved tactifer; coordinate with Maintain browse protection when appropriate to plant size and growth eliminate dirt clumps and to insure positive drainage over site. Trap no water on -site owner's representative. Monitor impact of deer and other wildlife grazing Report as necessary. _ unless specified on plan or directed. 23. Contractor shall maintain the plant material and seeded area for a period of one year Monitor plant tags and confirm that all plants have tags; Replace as necessary. 9. Upon completion of Fine grading, receive approval from Owner's Rep prior to following the completion of the planting and final acceptance to ensure the beginning planting. Planting shall be during the dormant season (Oct. - March) or as specified coverage and survival of the plantings. Contractor shall deliver the equivalent of I" of water per wk per plant. The contractor shall monitor and approved In writing by Owner's Rep. All areas that have exposed soils and/or keep plants moist for optimum plant growth (I" of total water per week, including rainfall.). Monitor the seeded areas that are not established, to be covered with WEED -FREE straw or grass and/or flowered areas until they are four (4) Inches high typical. approved mulch. 10. Plant materials shall conform to American Standard for Nursery Stock standards F. Protection from traffic and erosion In newly planted areas is the responsibility of the CONTRACTOR. governing health, size, branching habitat, form and root development. Safety fences and/or silt fence with appropriate signage may be used at the Contractor's expense until the gasses and flowers are fully established. EARTHEN SAUCER FOR WATER RETENTION TYPICAL PLANT, PROWDE CUT TOP FLAT, PROTECT TOP POSITIVE DRAINAGE FROM BASE / FROM SPOTTING PRELIMINARY CONSTRUCTION SCHEDULE ANTICIPATED COMPLETION DATES � /✓ INSTALL SPECIFIED MULCH ° e 00 . , 1" DIA X ,3O" MIN. LIVE EROSION CONTROL, TREE PROTECTION � s 0 CUTTING AT EACH PLANT LOOSEN SOIL BELOW ROOTBALL '. . - ....... f Lam,. LOCATION. INSERT CUTTING W11H GROUND DISTURBING ACTIVATES= _ aid �,cJl' ", BUDS POINTING UP. FLAT TOP, / C IMBED POINTED END. MINIMUM A. INVASIVE PLANT REMOVAL I1=11 111 IL J1C 11=11= 1=11=11 4II: ;ur— ,�. OF 3 BUDS EXPOSED, AND AT B. GRADING? SUMMER, 2013 r� ` L EAST 10 OF POLE EXPOSED. C. TRAIL CONSTRUCTION MIN. DEPTH 0.11:= •� _� + 11 =:11. =:IL =U =1l.- JL=11: 11�JL� i 1 5X 1 I = ll 1J = II • 'I=I= A �'I— I y �, �1 =11r11� TEMPORARY SEEDING ROOTBALL I C.� 4-11-11=11=1f 411 =11— �l -11� TRlM OFF SIDE BRANCHED ltl C�— 11-- ' _ := w.e1P' / ,. =c��- - = _ I —�� iI 11 -1L EAS INSTALLADON TO SEEDING BY OCTOBER 1ST, N. 111 =11. 111 . ` MIN. VADTH 1 y. ` PLANTING WINTER, DEC I5, 2013 - APRIL 15, 2014 - / PERMANENT EROSION CONTROL ESTABLISHED, FALL, 2014 a : a 2X ROOTBALL REMOVE TEMPORARY EROSION CONTROL a Tree & Shrub Cuttings O Section n.t.s. O Plant Section n.t.s. } I ClENT LODg WENT DAIWA PROJECT PROJECT NOI - NOTE: THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE AMEC EARTH B ar 6 aomoc mom CREEK REGIONAL TRAIL _ ENVIRONMENTAL REPORT No DATED plot by 6 R°� IMO '� • LOON a� ® O sa M awl (Main Street to Grant Avenue) REVISION NO WAS KM .303-7H-36811 3 3- 232012 '/1 / �, , a ramr MOMS= FM ® t0 I 1013 REV PER CRY COLRS'6RED FannmlNC ilii_fi . my DRAWN ER 'ME e Z n ° ebruary 6, 2012 ® 2 T 2012 ISSUED FOR e®ac ""I DRArrwc OREGON an APw � r i . � m ` mo ® 21 _ 2012 REVISIONS FR0A1tl^ REVIEWED BY DETAILS AND NOTES • . o .m D.mRS 2I 4 2012 ISSUES FOR rNNU REVIEW R ■ TIGARD AMEC 3 OF THREE • R Bona Info provided by AMEC 2/2012 2310 sir gown now oniGDML scoE. sHEFF Rw_ REV D 11 V 631E.REVLSION DESCRIPTION ENO AMR Femme. 00. U.S.A. 01224 L-3 \ , 3 EXISTING PGE 49 \‘' g POLE #5541 © 10 L # 3 m ©10 L #2 SCALE: 1" = 20' 3 2 L L#3 Fr 10 # © 10 0 ® 0 J © L #1 EXISTING R/W �. I I 20' 10' 0 20' GIO o G6 EXISTING / �' i _� EASEMENT mG��m© / -, . _ . _ . . 0- - It /.// , • I 41P'" � �,' say - !aliw!cir�ilm --.-.- - _ m ley ' I11� I �� _�__ ! p I / / ICI 1 r II II I �I ir,W. I -" I _� II . _ I — . I - © O Q . ng S. is - m t / 0 +75 I GIO • S EE SHEET IL -0 F T 0 / i 114_ 111111 O ;; 10 I / 0 10 EXISTING © GIO © 10 EASEMENT GIO L # © 10 �� L #I. W 10 L #I 7 L #1 0 _ L #1 A—/ EXISTING R/W EXISTING R/W EXISTING R/W OGIO © 10 EXI IN ROADWAY FLASHER SYSTEM LECEND Bollard Illumination Table ® W INSTALL CONDUIT AND WIRE AS REQUIRED BY POWER Bollard No. Station Offset (ft) Lamp Voltage EXISTING POWER SOURCE. COMPANY. CONTACT JEFF STE I GLEDER, PGE (503- 570 -4044) TO COORDINATE POWER CONNECTION. 1 1+90 4.5' Rt 50W Mil 12W 0 INSTALL PHOTOCONTROL ELECTRONIC RELAY. el 2 1+66 8.1' Lt SOW MH 120V ABANDON EXISTING ELECTRICAL CONDUIT. 3 1+44 6.5' Rt 50W MH 32W INSTALL NO. (N) EXTERIOR ILLUMINATED BOLLARD. SEE THE INSTALL (N= NUMBER) (G =AWG WIRE SIZE) XHHW WIRE. 4 1 +22 6.5' it 50W MH 12W my SPECIAL PROVISIONS AND SHEET I L -06, DETAIL "F" FOR 1:7211 5 0496 3.5' Rt 50W MH 12W ADDITIONAL INFORMATION. INSTALL ONE SOLID GREEN INSULATED XHHW GROUND WIRE 6 0497 4.7 Lt 50W MH 12W INSTALL 22 "X 12 "X 12" (MIN. DIMENSION) PRECAST CONCRETE G # (# =AWG WIRE SIZE). 1 CO JUNCTION BOX WITH CONCRETE APRON Design Values INSTALL 1 20/240 VOLT METERED WATERPROOF BASE L#N ROADWAY I LLUM I NATION CIRCUIT NO. (N). Average Average S (41) MOUNTED SERVICE CABINET AND FOUNDATION (SEE DETAILS Location Horizontal Vertical Uniformity c�E� PR/1�`� ON SHEET IL -08 AND IL -09). Illuminance Illuminance ‘' V! ✓ g CD INSTALL PRE APPROVED 17 "x30" (M 1 N. DIMENSION) UTILITY Pathway 0.96 0.96 4.8:1 % ) a G I N E . /O L, JUNCTION BOX. Undercrossing 2.33 2.36 1.29:1 53,0 R 0. R An REMOVE EXISTING SERVICE CABINET. CONSTRUCTION NOT 1 ' EEO E: REMOVE EX I ST t NG METER BASE. C NB�AL NOTE / �' e ' N 3 m I. SEE CIVIL PLANS FOR LOCATION OF EXISTING AND 01 CONTACT PGE TO COORDINATE POWER DISCONNECT. 9 " 4 RY 15. \ © REMOVE EXISTING WIRING. PROPOSED UTILITIES. 2 JUNCTION BOX TO BE LOCATED I N SAME LOCATION '4 AJ . B EC' _ ®S INSTALL (S) IN. GALV. STEEL ELECTRICAL CONDUIT. 2. LIGHTING CONDUITS SHALL BE INSTALLED IN JOINT AS SERVICE CABINET BE ING REMOVED. UTILITY TRENCH WHERE AVAILABLE I EXPIRES: DEC. 31, 2013 IENGINESIM DIVISION Re" '° °"°'' "d""° Date No. By . 720 SW Washington Street, Suite 500 T FANNO CREEK TRAIL / 1? o oar 'bn Portland. Oregon 97205 13125 S.W. HALL BLVD. MAIN STREET TO GRANT AVENUE R D I < S (503) 243 - 3500 : _ i7G:4 OREGON 97223 VOCE 503 -639 -4171 L^ "` T FAX: 503- 6 24 -0752 / . www.dlcsassociates.com TIGARD www.nGoR — OR. 00 v ILLUMINATION PLAN FI NO 97011 DESICIf+ AKR DRAWN OEM: OMB PROJECT NOI C/P 2012 - 97011 7 pAC� ®(d\' m Ate ak 1 17 . 1 1 0' liar O i . Oi t • M • O O r LIGHT POLE NUMBER (XX). SEE STREET LIGHTING it -- ` TABLE" AND SHEET IL -07 FOR DETAILS. m m 421 Am et 000 Al INSTALL NEW PGE PEDESTRIAN -S BLACK FLUTED r �7 Tu ®r%t PL ALUMINUM STREE LIGHT POLE WITH DECORATIVE COVER �� Okla ON NEW PRECAST FOUNDATION. STREET LIGHT SHALL 15171, PL care © [�i] BE A POST -TOP ACORN STYLE LUMINAIRE. CONNECTED — EXISTING R/W O TO 240 VOLT POWER SOURCE. WATTAGE. LIGHT DISTRIBUTION, STATION. OFFSET AND MOUNTING HEIGHT SHALL BE AS SHOWN ON "STREET LIGHTING TABLE ". ® REMOVE EXISTING PGE HAT SERIES STREET LIGHT POLE. .. raj REMOVE EXISTING FOUNDATION PER THE STANDARD Street Ughting Table SPECIFICATIONS UNLESS OTHERWISE NOTED. GENERAL NOTES Pole No. Station Offset (ft) Lamp Voltage COORDINATE POLE REMOVAL AND POWER DISCONNECT . 1 0+28.4 5.6' Rt 91.6 W LED 240V _ WITH JEFFERY STE I GLEDER, PGE (503- 570 - 4404). I . ALL PROPOSED ROADWAY LIGHTING EQUIPMENT. WIRES AND CONDUITS SHALL BE INSTALLED AND 2 1+03.4 5.5' Rt 9L6 W LED 240V m INSTALL 135:24"X18" (MIN. DIMENSION) PGE APPROVED INSPECTED PER PGE REQUIREMENTS. 3 1 +78.4 5.6' Rt 9L6 W LED 240V PRECAST CONCRETE JUNCTION BOX. 4 2 +53.4 5.7' Rt 91.6 W LED _ 24W 2. FOR EACH ROADWAY L I GHT, THE CONTRACTOR ® MAINTAIN AND PROTECT EXISTING PGE JUNCTION BOX SHALL RUN WIRE (SIZE AND NUMBER AS SHOWN ON THIS PLAN SHEET) FROM THE LUMINAIRE TO THE CONSTRUCTION NOTES MAINTAIN AND PROTECT EXISTING ELECTRICAL ADJACENT JUNCTION BOX. A MINIMUM OF 6 FEET OF N `[v CONDUIT. WIRE SHALL BE COILED WITHIN THE JUNCTION BOX FOR INSTALL NEW CONDUIT AND WIRE INTO EXISTING SERVICE CONNECTION BY PGE. COORDINATE WITH PGE 0 JUNCTION BOX PER PGE REQUIREMENTS. COORDINATE © MAINTAIN AND PROTECT EXISTING WIRING. IN ADVANCE FOR SERVICE CONNECTION. POWER DISCONNECT AND RECONNECT WITH JEFFERY ill ABANDON EXISTING ELECTRICAL CONDU 1 T. 3. FOR ALL ROADWAY LIGHTING JUNCT BOXES, A STE I GLEDER, PGE (503- 570 - 4404). P ROF MINIMUM OF I FOOT IS REQUIRED BETWEEN THE TOP OF SO ( 1 0 THE CONDUIT AND THE JUNCTION BOX LID. 4 ' 53,044 G I N E E. /7 I NSTALL (S) INCH ELECTRICAL CONDUIT. / 53,044 R 4. LIGHTING JUNCTION BOXES TO BE LOCATED A N r ORE' MINIMUM OF 6 FEET FROM CENTER OF POLE TO CENTER ® REMOVE EXISTING WIRING. OF JUNCTION BOX. /� ! % %/' ' of iN INSTALL PGE APPROVED (G) AWG,(N) CONDUCTOR TYPE 5. LIGHTING CONDUITS SHALL BE INSTALLED IN N � % G TC CABLE. JOINT UTILITY TRENCH WHERE AVAILABLE. „ O ‘4 '4 , o INSTALL POLY PULL TAPE (1200 LB MINIMUM BREAK SCALE: 1 = 40' 'b ' l' . I STRENGTH, NON— CONDUCTIVE). 6. SEE ROADWAY PLANS FOR LOCATION OF EXISTING ti 4 , 15, d � X = LIGHT POLE NUMBER • 7. ALL CONDUIT RUNS ARE TO BE LOCATED WITHIN AND PROPOSED UTILITIES. M, BEG G = AWG SIZE SHOWN 40' 20' 0 40' N = NUMBER SHOWN -, $ S = SIZE SHOWN PUBLIC RIGHT —OF —WAY. I EXPIRES: DEC. 31, 2013 ._ 4 Revisions end Addendum, Date Na 720 SW Washington Street suite 500 iverr FANNO CREEK TRAIL 3 I L -03 P o rtland. Oregon 97205 13125 S.W. , ecw MAIN STREET TO GRANT AVENUE R D KS . nGARO, 97223 R (503) 243 -35tl0 FAX: 30J 6J9 -4171 ILLUMINATION PLAN ""- FAX: 503 - - 624-0752 www.dksassoaates.com TIGARD WWWY ARD- OR.GOV FLE NO 97011 k DESIGN AKR IDRAWNREH 'CHECK= DMB PROJECT NOS C!P 2012 -97011 _ OUTER BRIDGE INNER BRIDGE SUPPORT COLUMN SUPPORT COLUMN L#3 Er 10 © 10 L # 3 LINEAR RGB LED L#3 © 10 L #2 DM X/PWR © 10 L#3 DMX/PWR L #2 LUMINAIRE DMX/PWR L #2 L #2 DMX/PWR GIO GIO DMX/PWR L #2 _ © 1 0 L #2 LINEAR RGB LED G I 0 L # DMX/PWR , ©; 0 0 WR L � 1, DMX/PWR L#2 # LUMINAIRE L #2 DMX/PWR L # DMX/PWR L#2 L # DMX/PWR G I 0 // I \ - I I I I L 3 DMX/PWR L #2 L #2 DMX/PWR WR L #2 DMX/PWR © 10 L #3 0 � - 4.5 1 l ,,3 L © 10 DMX/PWR L #2 L #2 DMX/PWR GIO (TYP) I b / 1 I I L #2 DMX/PWR © 10 G I 0 L , _7 WALL MOUNT LED ■ �' L;3 I WALL MOUNT LED — � ' I LUMINAIRE (CENTER I I LUMINAIRE (CENT GIO ®' © 10 © 10 I � �"" 10 BE COLUMNS) j j BETWEEN COLUMNS) I I , �� G 10 G I O © G I O 0 ® DMX/PWR �L # I n n n — - DMX/PWR L #2 DETAIL A DETAIL B ■� use ■ l �( _ m (Typical) (Typical) SEE DETAIL "A FOR- -� I C I 111 1.7 awe ■ I r � �■ ■ ' t y ® © 10 L # 3 TYPICAL LUMINAIRE K1 _ — ■ ■` — ____1 � 111 L.1 l! r, j� y �■ ' t © 10 L #2 CONTRACTOR FIXTURE TO CO RD I NATE I H L I N OF B B LOCATION DETAILS I 1 © I I in I — ■'— ■ - M! LED I O I I • 1 I aI © PIN I P65 JUNCTION BOX m ©I 1 ©1 1 v I I I 1 m L#2 DMX/PWR ■ — v 1 147 v I 1� © 1 m m I m© 1 I QQAm I 1 m ( TO POWER SER I VCE. # — © v I _ © 1 � I I 0 SEE SHEET I L -0 I �D 1 I • 1 i 11-"If _r_L __ --------1 -- — O INSTALL NO. (N) WALL MOUNT TYPE LUMINAIRE. SEE SHEET L; 3 I ' I I m F ANNO CREEK TRAIT L AN 1 I I m 11 I L -03, I L -04, AND THE SPECIAL PROVISIONS FOR DETAILS. I I I 1 I I I I INSTALL NO. (N) GROUND MOUNT L I NEAR RGB LED W 10 I I I rox. 1 -ti I SEE DETAIL "B" FOR m LUMINAIRE. SEE SHEET 1L -04, DETAILS " C " AND "D" ON G I O r I 1 1 8 — Typ I I ► 1 I" TYPICAL LUMINAIRE © I L —O5, AND THE SPECIAL PROVISIONS FOR DETAILS. A rox. • ■ — — I — in — — 'IN LOCATION DETAILS INSTALL NO. (N) COLUMN MOUNT LINEAR RGB LED _ _ — _ 4 _ I __ 1 I I J � I 1 1 I I oxx. m LUM I NA I RE. SEE SHEET I L -04, DETA I L "E" ON I L -06, AND — __ — JF -- _{� - - 1 Appr T L 3 © THE SPECIAL PROVISIONS FOR DETAILS. J ' - t — — r INSTALL I7 XIO XI2 (MIN. DIMENSION) PRECAST CONCRETE I III II Q 1 l I ® � � I I � © © 10 � I 0 1 �, JUNCTION BOX WITH CONCRETE APRON. l i I © I I I © © II v I I G I O DMX/PWR L #2 M C INSTALL 16 "X 14 "X6" NEMA4 RATED, WALL MOUNTED CONTROL m I - - I I I I 1 1 I 0 II ® I ' © 10 L #3 CABINET AND LIGHTING CONTROL. Q 1r6 I I I P I INSTALL (S) I N. GALV. STEEL ELECTRICAL CONDUIT. Q '�% , II '� ' • ' i , +:t � 1 : - \ ■` � � ©� INSTALL (N= NUMBER) (G =AWG WIRE SIZE) XHHW WIRE. © ®i !® 0 ' A \ ® G INSTALL ONE SOLID GREEN INSULATED XHHW GROUND WIRE L #2 DMX/PWR G I 0 G I 0 L % © # (#=AWG WIRE SIZE). © ©10 m © 10 m © 10 VI L#N ROADWAY ILLUMINATION CIRCUIT Na (N). Cr L # v L #3 _, 0 = D /P L 2 DMX WR INSTALL 8 PIN WP POWER/DATA (DM X) CABLE RATED FOR # q L # DMX/PWR !IO L #2 EXTERNAL USE. DMX/PR L # 2 DM G GI DMX/PWR L #2 O 8 L © 10 i � L #2 DMX/PWR L #2 DMX/PWR DMX/PWR L #2 -3i. L #2 DMX/PWR L # 3 © 10 L #2 DMX/PWR © 10 L#3 � , � � v S3 I PROf ., 1 G GENERAL NOTES: L #2 oMX/PwR Accent Linear RGB Lighting Luminaire Table ( ' a 53 ,044 N . I . SEE SHEET I L -04 FOR SECTION A —A Luminaire No. Station Offset (ft) Lamp Voltage c. / w'. DETAILS. G I 0 GM 1 thru 8 * • 60W LED 120V \ �; L #2 DMX/PWR CM 1 thru 8 • • 30 W LED 120V //• ■ 7-r. ' 0 2. FINAL ORIENTATION AND AIMING OF L 10 - //; � ' ORE N oO GROUND MOUNTED LUMINAIRES TO BE Wall Mount Luminaire Table 4.. 1 SCALE: 1" = 10' 9 .` VERIFIED AND APPROVED BY ENGINEER. Luminaire No. Station Offset (ft) Lamp Voltage A \ / l e R Y 1s. d � as A WM1 -14 • • 18.8WLED 12 3 . MANUFACTURER'S REPRESENTATIVE ISM ■ B REQUIRED TO DETERMINE LUMINAIRE • SEE DETAILS FOR MOUNTING LOCAT 10' 5' 0 10' I EXPIRES: DEC. 31, 2013 PLACEMENT AND TO ACTIVATE SYSTEM. .. a FANNO CREEK TRAIL » Date No. By _:. r.;; -rg 720 SW Washington Street Suite 500 PIBIC WORKS DEPARTMENT' IL-02 6. Portland, Oregon 97205 • 13125 S.W. , ecw. MAIN STREET TO GRANT AVENUE ' .. D !< - (503) 243 -3500 WARD. OREGON 97223 may} " VSICE 5 • i• a, '� .. ^. „,.„ www.dksassoclates.com FAX: 503 -624 -0752 ILLUMINATION DETAILS I� T IG 1 �tD wlYw.flC,ARO —ORCOv NO x DID AKR I DRAWN REH I CHECK: OMB PROJECT NO C/P 2012 -97011 97011 BRIDGE • SUPPORT • C —10— BEAM —mac • v LUMINA�RE • • MOUNTED '- UNDERSIDE OF • ' BRIDGE DECK WALL MOUNTED A • ' d • v v • • 2• -0' . . • LUMINAIRE �, d 4 - 4 ii.: WALL MOUNTED Y 2'— 0 LUMINAIRE (CENTER impil v • ' �� 3 : 1 ; . . BETWEEN COLUMNS) SURFACE MOUNTED RGS SURFACE MOUNTED �_ I CONDUIT (SUPPORT PER~' PER N EC O(SUPPORT }y BRIDGE CONDUITS AS SURFACE SHOWN ON NEC REQUIREMENTS) I' —O' SUPPORT , CONDUIT STRAPS y � REQUIREMENTS) 9 _s COLUMN 'd I — Mil SPACED PER NEC BRIDGE SUPPORT 1 �\ EXISTING REQUIREMENTS COLUMN MOUNTED GRADE LUMINAIRE I BRIDGE ' �_ SUPPORT . ` F , ' • . d 1 SUPPORT \� COLUMN �' • . :• =:� BRIDGE SUPPORT L ; • v COLUMN \\ I PVC CONDUI L1-.7.1 CO LuMIN A�RE I ' ; -� AS SHOWN ON THE HE ( PLANS • SECTION 'C—C' C _ —op— B NOT TO SCALE GROUND MOUNTED SECTION 'A —A' LUMINAIRE NOT TO SCALE JUNCTION BOX • 2' -0' ,'y; GENERAL NOTES: ■ UNDERSIDE OF I. TRENCH AND BACKFILL SHALL MEET THE REQUIREMENTS OF ' BRIDGE DECK •. ' *• THE STANDARD SPECIFICATIONS, SECTION 00330.14. SELECTED • e , . : • GRANULAR BACKFILL. I _ I WALL MOUNTED LUMINAIRE (CENTER 4 91 -6" BETWEEN COLUMNS) SURFACE MOUNTED D BRIDGE il RGS CONDUIT 71_, SUPPORT _ �� EO PROfF f....4.., iiiiid IL. .--• COLUMN . REQU CONDUIT T SC F. 53.04 F R /� B R G GROUND MOUNTED LUMINAIRE O PVC CONDUIT 9 D PVC CONDUIT . 9 � 6 RY15• � \ S ECT ON ' B-B' 4 M. B EC - 1. NOT TO SCALE !EXPIRES: DEC. 31, 2013 gi Revisions and SONEEMODNEWN R Description Date No. By , Addendum �� FANNO CREEK TRAIL N Portland, Dragon 97205 •,=''''-- 13125 S.W. HALL BLVD. MAIN STREET TO GRANT AVENUE AGARD, OREGON 97223 D I C S () 243 VOICE 503-639 -4171 www.dfoassodatea.00m " FAX: 503 624 - 0752 TIGARD onww D —oRGOr ILLUMINATION DETAILS FLE NO l DES AKR I DRAWN REH T CHECK: DMB PROJECT NO C/P 2012 -97011 97011 1 _ 3" 3" - PVC CONDUIT PVC CONDUIT �_ T7771111 7llllllll IIIII III III IlliiiiiIiIiiiiIi _ 24" - - i 24 WWW La W re �' C C ° JJ 2 °a P D D ' if El ` N! • a per Ohm m • EXISTING J 4 0 4 . • • • • - ‘..." 3.. F".... ..... . • BRIDGE SUPPORT .. • . • : 12" EXISTING BRIDGE - • ••• °. -. ' • . • v •• 16- COLUMN SUPPORT COLUMN 18 "x18 "x18" 18 "x18 "x18" ....e...... GALVANIZED METAL GALVANIZED METAL PROTECTION CAGE PROTECTION CAGE GROUND MOUNTED 4-4" GALVANIZED REMOVABLE GROUND MOUNTED RGB LED LUMINAIRE ■ , . .� ww ..�� .. RGB LED LUMINAI �m•�A• CONCRETE ANCHOR BOLTS P r0*'0 Y ,,, .Te;MNl SIZED PER MANF. • rr r� w � �C!i-i��iv;�Cl?i��i-.1 O ^G C�IMPZIP;MP ' E U *0 • 1 ��0 �O :C � O REQUIREMENTS 4 -4" REMOVABLE • ■ .0' C!pC ) 1'�D E3P8P -6 F,•; -r- r, m _ -, - GALVANIZED ter - Jn_ 0•.�n I � ��■�'- CONCRETE ANCHOR ■1 r��d111111111 3" MINIMUM 3" MINIMUM I I "'�j_%:,_ "" "" " ii 1 PI M BOLTS SIZED PER I��a F- EDGE DISTANCE EDG DISTANCE " " " " rr+ �AANF. REQUIREMENTS ■r�'r "�r_ _ ( • • I NP) (TM.) m o ' a •• • 1 7 4-4" GALVANIZED I a • • ' I • • • I I • 24 "x24 "x12" 4 -4" GALVANIZED v d I I X REMOVABLE t1 d CONCRETE PAD d 1 2 8 I I • d REMOVABLE CONCRETE I I I I 16"x24"x12" 1 PAD CONCRETE ANCHOR 12 I I ANCRO BOLTS CO NC PEE CO C E r BOLTS SIZED PER -e a MANF. REQUIREMENTS . . ' v ' Q d - a MANF. • 1. REQUIREMENTS d' q c PRO t • A A ..:A.I : %:. e .: A.. .:A.LcI_.L:.2I_�IA. PVC CONDUIT EXISTING B RIDGE Q G 1 N f R / MINIMUM 53A44 W. 24" I EDGE DISTANCE �/ I SECTION C - C TMP) 1s" PVC CONDUIT �� - ( i'° .' R E ti :. . ry DETAIL 'C' SECTION D-D 9 0 0 THRU 7) ' DETAIL 'D' q Gq RY 15 . �' �'� I GROUND MOUNTED RGB LED LUMINAIRE INSTALLATION DETAILS (GM 2 GROUND MOUNTED RGB LED LUMINAIRE INSTALLATION DETAILS (GM 1 AND 8) 'FA ' M. B EC' (ORIB�ITATION AND DISTANCE FROM ADC COLUMN (ORIENTATION AND DISTANCE FROM BRIDGE COLUMN TO BE DETERMINED IN THE FAD BYE ) TO BE DETERMINED IN THE FIELD BY ENGNE) I EXPIRES: DEC. 31, 2013 I FANNO CREEK TRAIL - 4 Revisions and Addendums SHEET ENGINEERING DIVISION a IL-05 Description Date No. By 720 SW Washington Street, Suite 500 PUBLIC WORKS DEPARTMENT N Portland, Oregon 97205 13125 SW. MU BLVD. MAIN STREET TO GRANT AVENUE DKS (503)243 -3500 71GARD, OREGON 97223 VOICE: 503- 639 -4171 'd asso g• _ �-..-- FAX: 503- 624 -0752 ' i • I C,,:A RD WWN!71G4RD- OR•GOV ILLUMINATION DETAILS FILE NO DESIGN: AKR DRAWNREH CHECK: OMB PROJECT NO: CIP 2012 - 97011 97011 . . . r ___ 2' —1 ANCHOR ROD CIRCLE PER MANUFACTURER'S REQUIREMENTS PO 2' a rim) : BOLLARD -- - I 11111 - • a. •. . (TOP . . •'. •' . .. • EXISTING BRIDGE . • - EXISTING BRIDGE J 2 MIN 1 ; 1 1 1 1 SUPPORT COLUMN . a - ' . S UPPORT COLUMN , . : . . z : 11 rrl 1'I° 42" COLUMN MOUNTED LUMINAIRE LOCATION TO BE FIELD 1 I iI • . I : I I (MOUNT WITH 4 -4" GALVANIZED DETERMINED BY MANUFACTUREF COLUMN MOUNTED LUMINAIRE I I • 1. REMOVABLE CONCRETE ANCHOR �. � . : e PRIOR CEME PROTECTIVE CAGE t I w • t a BOLTS SIZED PER 2" CUSTOM GALVANIZED 1 I• I t MANUFACTURER REQUIREMENTS) - - T. - METAL PROTECTION CAGE • • 3' MIN A Ltiu.. , . 111111 1,1111.: •U,..6.1 ' ,r• 12 • • . . ■I I .1 111111 111111 I. 111 ., i.•■ " " -- • "' i� .••• LOCATION TO B FIELD DETERMINED 4–" ANCHOR RODS ll��'�'l � 1 �)' CUSTOM GALVANIZED 4-4" GALVANIZED 3 BY MANUFACTURER PRIOR TO PER MANUFAC REQUIREMENTS R'S • — METAL PROTECTION Mill REMOVABLE CONCRETE MIN PROTECTIVE CAGE PLACEMENT :'. • CAGE I ANCHOR BOLTS SIZED JUNCTION BOX CONCRETE FOUNDATION PVC CONDUIT PER MANF. 1 2' (FRONT VIEW) PVC CONDUIT REQUIREMENTS I % "x8' GROUND ROD (WHEN SHOWN) (FRONT . W� j ' � �j�1` ' DETAIL 'F' • PATHWAY ILLUMINATION BOLLARD (SIDE VIEW) AND FOUNDATION DETAIL 'E' PVC CONDUIT(S) COLUMN MOUNTED RGB LED LUMINAIRE INSTALLATION DETAILS (CM 1 -8) I . 1 ( ORIENTATION OF LUMINAIRE TO BE DETERMINED IN THE RELD BY ENGINIBER) ti s � ¶E, P Off f � � + + 1 Ix G I N E GENERAL NOTE: � ‘ 53.04.4 _ 1. MATERIALS FOR PROTECTIVE CAGE SHALL BE FIELD FIT AND APPROVED BY THE ENGINEER. //, �� r ' RE . Y v9 O~ ' r G A RY 15. �� \ �� Ile q M. BE c� . 1 I EXPIRES: DEC. 31, 2013 I Revisions and Addendums ENGINEERING DIVISION F A N N 0 CREEK TRAIL SHEET - g Description Date No. By 720 SW Washington Street, Suite 500 PUBLIC WORKS DEPARTMENT L N DI(s Portland, Oregon 97205 u 13125 S.W. 1 BLVD. MAIN STREET TO GRANT AVENUE R • TIG4RD, OREGON 97223 • (503) 243 -3500 'l V010 503 -639 -1171 www.dksassodates.com FAX —621—°752 T l (;21 I t D mot 71G4RD -O ILLUMINATION DETAILS FILE NO R GOv DESIGN: AKR1 DRAWNREH I CHECK: DMB PROJECT NO: C/P 2012 -97011 - 97011 To 120/240 Volt 120 Volt Single Phase Power Source Sing/e Phase From 0 i 100 am , -pole 1 1 1 15 amp. 1 -pole • main arwit breaker meter - test switch, 1 -pole Bc • „ ii... 0 BL BL BL BL BL 120 volt arc ff Leo" ker No ti LineyNeutral To PE Control A IN 0 0 0 0 0 GM GM GM GM GM GM 1 -30 amp, 1 pole 120 volt circuit breaker —..14144r. I I _ 2 To Bollards a N 0 0 0 0 0 0 0 0 MN. ....� S circuit •1 • 1------•-- Z Wall Mount ' ■ ■ I. III Circuit +3 c a ■ ■ Accent 1 -30 amp 1 -pole, 120 volt I ( "MI 1-3 1 -30 amp. Volt 2 -pole cl IighNng contactor �, , �� Lighting Aa DM X / Pow 1 Ler hting nobl M 6, 111 • circuit croaker \ with 120 oi a Contra xn ig 1, �I I� - FUTURE CIRCUIT 1----- FUTURE CIRCUIT ■ ■ ■ ■ ■ 1 -30 amp. 1 -pole. 120 volt [ rJ -- w 1 mp.V -p &l lighting contactor 0 0 0 0 0 0 0 0 circuit breaker \ 20 CM CM CM CM CM CM CM CM `,. I } FUTURE C1RWIT III- I 1 FUTURE CIRCUIT WM WM WM WM WM WY WY 1 -30 amp, 1 -pole 120 unit �"��/�_ 1 -30 amp 2 -pole lighting contactor 0 0 0 0 0 0 0 _ dreuil breaker with 120 Volt coil a I ` . FU TURE CIRCUIT IN ■ II IN MI II WIRING DIAGRAM 1 -30 amp, 1-pole, 120 volt ` FUTURE CIRCUIT 3 C NEW WALL - MOUNTED CONTROL CABINET circuit breaker 1 -15 amp, 1 -pole 120 volt ■ I. ■ ■ ■ circuit breaker ,� To Wall Mounted Underpass Lighhtting * Control Cabinef MC 0 0 0 0 0 0 0 WM WM WM WM WM WM WM 1 Future Irrigation Circuit Leaend Junction Box _ `New Service Cabinet BL 0 Bollard Luminaire Number (N) § WIRING DIAGRAM V ID NEW BASE MOUNTED SERVICE CABINET LOCATED ® Ground Mount Luminaire Number ON GM AT STA. 1+82 P cm 0 Column Mount Luminaire Number (N1 � N 0 I N E F ® % C. ' 53,044 WM 1 / ... Wall Mount Luminaire Number (N1 / �) OREt.N ti ic 9� � "RY 15• \ ic a q M. B EC • I EXPIRES: DEC. 31, 2013 1 Revisions and SHEET - R A D� �► LL :-.1, - ., , ,,-,, ,� 720 sw Washington Street Suite Soo FANNO CR EEK TRAIL IL - 09 h , ' ' Portland, Oregon 97205 13125 S.W. HALL BLVD. MAIN STREET TO GRANT AVENUE . TIGARD, OREGON 97223 D K S (503) 243-3500 R"'`""'a`� L. , VOICE 503-624-0762 3 l .TIGAxD WWW.RGARD- O R .GOV IL LUMINATION DETAILS 417 " }_.,: - >. :< .3: -:::' www.dksassociates.com FLE NO ... .- 97011 x DESIOPk AKR DRAWN REH CI ECKK DMB PROJECT NO C/P 2012 - 97011 0 0 : :. m i .I . O 1B„ [22Bmm] =NM= II - 71-11 M I ieln (4C6n ] A I 10-IC MC O I ' , ' I M PUW VIEW Yin. 1' � � e all Anchor b 120/240 V S�� X01 I �— f1tAYE 5/81n X tin [lemur X 25mm] SLOTS wl va / 4 neq'd 1Cn14' �' 1.25Ln (J1.Smm] v galvanized - e o ∎;,I♦ e • © �T� • _ v • f ° Ov O V PVC ground oonduetor eandult Len] o I O 13.5ir Convete Fsotkig —_ e ° - 24' A 161n [40eimn] Ttp. I L ___ 1 0 1 • 6 . v a v c \f 1 .,,, I i _ i _ J L p 31.5nun 3 °" UV a _ • LOERS 1.25b (31. L 13.5an [343mm] 1 .251n [31.5mm] p ' . Qo \\ a . teen [406mm] I 161n [40emm] _ 761n [408mm1 a - / \ { FRONT VIEW I. SIDE VIEW BASE MOUNTING Rigid galvanized o �� Fa p nged Dead Front seed e conduit ted oonduN PVC sahadds 40 it a8 dad Aar City U\I Description 1 1 EA TEST SWfTCH: HUBBEL 1221 15A 1P 271V 2 1 EA CONTACTOR SEE SHEET IL-09 FOR DETAILS. BASE MOUNTED SERVICE - 3 1 EA HANDLE: Pao LOCKABLE SS 73-NS CABINET FOUNDATION . 4 1 EA 1ERMINAL BLOCK 5 1 EA 100s RATED COPPER NEUTRAL Nat To Sao 6 2 EA GENUINE COPPER GROUND BAR 7 1 EA BREAKERS: SEE SUET IL -09 FOR DETAILS. 8 I EA METER BASE CIRCLE A.W.. 50250, 4 -JAW, 600- AOLT.200 -AMP 9 1 EA WINDOW: POLY CARBONATE -W- ONE SIDE SCRATCH RESISTANT 10 1 EA METER: SUPPLIED BY OTHERS 11 1 EA POWER COMPANY TERMINAL BLOCK Ii 12 1 EA PE CELL BEHIND POLYCARBONITE WINDOW WITH LIGHT DEFLECTING COVER 1 NOTES I. CABINET CONSTRUCTED Of 14-G4 TYPE 304 if STAINLESS STEEL. [' /. 1 2. DEADIFAONF CONSTRUCTED FROM 74 G4 S/SS B4CKPAN FROM 120.4 5/S. (Q�0 PRO/ ( J. UL 50 LISTED AS SERVICE ENTRANCE EQUIPMENT LABELED CUTOUT BOX ```` �, NEJILA 3R 4. LA. 67 LABELED PANELBO4RO. a G 1 N E F , 5. WIRE RANGE IS /18 - j4 CU. CUSTOMER MUST NOTIFY a' OTHER SIZES �' 53,044 J -, ARE REQUIRED. / � 6. CONTRACTOR TO VERIFY UTILITY METERING REQUIREMENTS. im 7. TWELVE LYRCWT BUSS BAR REQUIRED FOR ALL SERWCE CABINETS �1_ 1 GREG; S ERVICE CABINET DETAILS 9 G g RY 15.ti 'Z' NEW BASE MOUNTED SERVICE q M. eEC CP co co 1. CABINET LOCATED AT STA. 1 +82 Not To Saatts I EXPIRES: DEC. 31, 2013 I q and Addern - IL -08 FANNO CREEK TRAIL SHEET R I Decoct o n Date No By 720 SW Washington Street, Suite 500 — - PUBLIC V/011103 C PARMENT Portland, Oregon 97205 - 13125 S.W. HALL BLVD. • MAIN STREET TO GRANT AVENUE R - (503) 243 -3 TIG4RD, OREGON 97223 O I t S.; :_- VOICE -0752 B www.dksassodates.COm TIGARD w1Yw.ncARO— oR•GOV ILLUMINATION DETAILS FL.E No r ` DES AKR DRAWNREH CHECK: OMB DMB PRO ECT NO C/P 2 -97011 97011 k IGN A SEE s N D AILS. PROIASIONS FOR A A ORDERING DETAILS. - I ,�, l ,. • .� 49.71 Top view LED Modulo .0, BANNER ARtt •ij i‘ 24 LG. EXTRUDED ALUMNA ll l' 1HBMC N/ CASs ALUMINUM ± �/ /1111 \ \` I11I BALL CAP t =AR 1111 U!19.1116 IMII 1!I! ,/4 1 I �IIi \II \ �� Jew .1%=. ;I _ 42.51 I� City of � go Tigard =— a llrI • (SUPPLIED BY 01101S) -I - � 0 1 r, /PM . ni,.i lllr lllf t.um inoire Detail (Not to Scale) FLOWER BASKET BRAaCET: EXTRUDED AINU'A N ��_ W AU ELDED TO 5' CLAMP 1.1 11E DOWN BRAOCET. NH COLLAR EDE CAST ALUMINUM W/ I = - E 03 Ill r O.AYP -dl COLLAR • r I II I I 1 I� LED MODULE SPECIFICATIONS r1 ; + � _. - 120 -277 VAC. 50/60142. AUT) LNG p j7 ; 7; • ; `Y . 1. li' ti ' - 60.000 HOURS O 70% LUMEN MA NI ANCE 0 q /1/ / ` // /1/ - 60 TOTAL LEDS (100 4mim. /.alt e4 I FIAWER BASKETS - 4 CAST MAGNUM ICAT SINKS. IP66 RATED. Top Bolt Circle '° (SUMO) BY OTHERS) _ 70 OR 1 ROWING WOO( (alo. - 41001C COLOR TEMPERATURE (CM. HOOP // � ' 0 w 3� -9• LL. 1i 9 Ow I �� II ROUND STRAIGHT ALUMINUM PLACES) \ \`O • FLAT MICK 20.00 Du \~ f I ai .0. THICKNESS I ANCHOR BOLT MATERIAL GRADE: o A307 GALVANIZED STEEL 1' OM x 36• BOLT O 11• BOLT CIRCLE BASE CAST AUMNUM BI��BIIE W/ ACCESS COVER 11.11M A N e!'! \ Ii ERN,110N BOX • ,I ) l ,_. oi oi O ( 3. O E w AIL B REFERENCE DETAE. . All( F1lMIE IRRIGATION ( PLAN) �J f ..,...... CI + F01030735 1 6.00 P PROF( � . r� LONG I I -I. EO � s gr. .. 111 _ J I Roadway I I fl � _ _ 9 9 �I � a G 1 N f � J — — J \ 6..‘- ' 53,0 ' t' CONDUIT F OR �� t' CONIWAT WL1H ELL YNAlION I -\ _ 18.00 FUTURE IRRIGATION I BOX m 1 CONDUIT Wlnl 1 I lY liL �� i IION wen `' /�B► + PRECAST FOOING (lYWCAI• • I' // "' • PRECAST FGODNQ SEE DFFAL ins SOEf) I I r WOW ON VAULT tat- LB -S-PCE FAT Poonlc (nTicAl, PULL LrIE To NEXT j GREG • Precast Footing Detail I I SEE OCTAL 11115 SHEET) I I dINC1ION eml (Not to Scale) I I I I ( CAN 9 4,, RY 15. a L — _ J L _ — J r omewr um -4 tit. BEC Light Pole Detail e10 NaT Side View Not to Scale Front View EXPIRES: DEC. 31, 2013 I . 1 Revisions and Addendlins SHEET E NON1331112 DNOON FANNO CREEK TRAIL , D �tion Date NO By 720 SW Washington Street, Suite 500 r PUBLIC WORM DEPARTMENT 04 Portland, Oregon 97205 ,,, 11125 S.W. HALL BLVD. MAIN STREET TO GRANT AVENUE R D �� `' VC4R0, 0 3-6 39 97223 • `v (503) 243-3500 1 1 503-639-4171 www.dksassodates.cam FAX' 503 - 624 -0752 ILLUMINATION DETAILS I�.E NO ww lIGARD -ar cov k DESIGN: AKR I DRAVMk REH I OEM: DMB PROJECT NO C/P 2012 -97011 97011