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Plans (10) PLM 2016 - 003 13 RIVER TERRACE NORTHWEST SWIM CENTER in _____ DECEIVED CONSTRUCTION PLANS JUN 162016 CITY OF TIGARD ei BUILDING DIVISION TL 1500 , 1600 , 1800 & 1801 TOWNSHIP 2 SOUTH , RANGE 1 WEST, SEC . 6 W. M . %vePLIe'viace CITY OF TIGARD OFFICE COPY WASHINGTON COUNTY, OREGONPig GROSS ACREAGE : 0.35 AC UTILITIES & SERVICES: FERRHOP / POLYGON NW COMPANY 1 WATER: CITY OF TIGARD WATER, [P] 503-718-2591 11111111111111/11111 STORM: CLEAN WATER SERVICES, [P] 503-681 -5100 as OM 11111111/ mw --.i Pacific SEWER: CLEAN WATER SERVICES, [P] 503-681 -5100 ,� alla 11111111\ i' POWER: PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 1111111/1/ iI SITE Community _- GAS: NORTHWEST NATURAL, [P] 503-721 -2512 I 1111111IlI It =1 Design FIRE: TUALATIN VALLEY FIRE Et RESCUE, [P] 503-649-8577 • c-‘1 WIC 111111111 ;,1 -` POLICE: WASHINGTON COUNTY SHERIFF, [P] 503-629-0111 SWSABRINAAVENUElopr *,t . SCHOOL: BEAVERTON SCHOOL DISTRICT, [P] 503-356-4500 h an � s —� , i GEODESIGN, INC PARKS: TUALATIN HILLS PARK Et RECREATION, [P] 503-645-6433 0 -D 0�%� o0 PHONE: FRONTIER, [P] 503-277-2383 0 I % Acrioce Q — REVISIONS WASTE DISPOSAL: WALKER GARBAGE SERVICE, [P] 503-531 -6330 \c9° DATE DESCRIPTION CABLE: COMCAST, [P] 800-266-2278 BENCHMARK: C,����`� WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SET z II ' '- 2 IN CONCRETE, SOUTH SIDE OF S.W. SCHOLLS FERRY RD NEAR L JL J PROJECTED CENTERLINE OF S.W. 175 AVE. 3 VICINITY MAP ELEVATION DATUM: NGVD 29, ELEVATION = 306.552 APPLICANT: POLYGON WLH, LLC CIVIL 109 E. 13TH ST. .0,D PNpc / VANCOUVER, WA 98660 64450P, [P] 503-221 -1920 SCALE CONTACT: FRED GAST, SENIOR VICE PRESIDENT-DIVISION PRESIDENT 100 0 50 100 ==_�— OREGO o 1 INCH = 100 FEET I`�yC 8 1 stk9a Y SCHW O( SHEET INDEX: EXPIRES: JUNE 30, 2016 1 fl I COVER SHEET River Terrace m 2 SITE PLAN Northwest OWNERS: 3 GRADING PLAN 4 UTILITY PLAN Swim Center TAX LOTS 1600, 1800 AND 1801 : ARBOR ROAD, LLC 5 DETAILS Construction Documents TAX LOTS 1500: WALDEN HOLDING CORP. L6.01 PLANTING PLAN ww PLANNER: LANDSCAPE ARCHITECT: NATURAL RESOURCE CONSULTANT: cm rx PACIFIC COMMUNITY DESIGN, INC PACIFIC COMMUNITY DESIGN, INC SWCA ENVIRONMENTAL CONSULTANTS COVER 0 12564 SW MAIN STREET 12564 SW MAIN STREET 434 NW SIXTH AVENUE, STE 304 SHEET o TIGARD, OR 97223 TIGARD, OR 97223 PORTLAND, OR 97209 [P] 503-941 -9484 [P] 503-941 -9484 [P] 503-224-0333 CONTACT: STACY CONNERY, AICP CONTACT: KERRY LANKFORD, RLA, CLARB CONTACT: MIRTH WALKER, PWS, CWD 0CIVIL ENGINEER: GEOTECHNICAL ENGINEER: E t, PACIFIC COMMUNITY DESIGN, INC GEODESIGN, INC. 12564 SW MAIN STREET 15575 SW SEQUOIA PARKWAY, SUITE 100Jtitiorrgcqit. TIGARD, OR 97223 PORTLAND, OR 97224 0• i DigSafely 1ST SUBMITTAL DATE 5/9/2016 •[P] 503-941 -9484 [P] 503-968-8787 m Oregon. 2ND SUBMITTAL DATE 6/6/2016 U CONTACT: KC SCHWARTZKOPH, P.E. CONTACT: SHAWN DIMKE, G.E. , P.E.5o `°r°""" °�` C1USr�cA a I1 ( R C +,N o f ARD 0) '9Safeiyore' Approvedi lt.OFTY :S:{Glsk [(--r Conditionally Approved SURVEYOR: TRAFFIC ENGINEER: ATTENTION: [ I o OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION $eeLetterto:Follow [ I CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY 8 PACIFIC COMMUNITY DESIGN, INC KITTELSON Et ASSOCIATES, INC OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. Attached p ; PLM x016-003131 I Cl) 12564 SW MAIN STREET 610 SW ALDER STREET, STE 70090 5,(d•Satir;„� n �. TIGARD, OR 97223 PORTLAND, OR 97205 THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 it Dato: �---1-a0ll- p [P] 503-941 -9484 [P] 503-228-5230 THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON SUBDIVISION OR PARTITION CONTACT: TRAVIS JANSEN, PLS, P.E. CONTACT: JULIA KUHN, P.E. PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT Z ELEVATION DATUM: NGVD 29 CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA. ,.' \ -----..______i ‘ ----________i ‘ ---_____I--- \ '-----.—____7./\ --.. / 10 W ``j\ � ii ii 1 9+00 ,/,���� \\\\� �// LEGEND - TI - - I�. - TI - TTTIT 1 00_ ir �� - - PROPOSEDRIGHT•OF-WAY1 '�_ _ -- ., `� EXISTING RIGHT-OF-WAY _ _ a e PROPOSED CURB AND GUTTER I -®, EXISTING CURB AND GUTTER -- \\IliNee�/ — - PROPOSED CENTERLINE 1 w w- w w w w SwSggR/ \ .. - EXISTING CENTERLINE riarlitt----yraa , NA AVENUE \ \ `�—,� - - PROPOSED PUBLIC UTILITY EASEMENT -' �,Qe a. 1e t_ e_ ',- \ \ PROPOSED PROPERTY LINE Ori1/4 i � Al\_M \ EXISTING PROPERTY LINE -1 3 +o -. \ 1�x� EXISTING BOUNDARY LINE a � —� MPI EXISTING HANDICAP RAMP I 8 d v ryttli ` \ \ PROPOSED A.C. PAVINGEXISTING A.C. PAVING3 _ WitWaltialliillThialfterair �: '; ' ' :> PROPOSED SIDEWALK_--- ��, � ° \ I//////1 PROPOSED SIDEWALK BY OTHERS' ——��+ __ • M \ POLYGON NW COMPANY ____ e.00' wrowistratel � ,, EXISTING SIDEWALK �� PUE,NP \ - GC \ \ EXISTINGPLANTERSTRIP\ ° 1 / SIDEWALKc 21.33' ` _. : , \5.00'■� . . . `a a �a Pacific ° T;5 - -- !!Pjjj 64 ‘1111A# (f I a PUE, TYPI _ M Designu Community ill Ser •-.. ° I 1 BIKE RACKS \ \\\ \`� ,` .d 13.50' NI. II 17-= I \\\ \`` • ,�`• a i14.11111 \ , ® ' GEODESIGN, INC I 10.11' \\\ �����`�� �� 0 5001 PROPOSED ADA ROUTES ��;.`� liss. `� REVISIONS / 1111 I ► v DATE DESCRIPTION Ld c I SWIM CENTER BUILDING O J . FF= 258.00 O o 1 0 N. lit/ a 6.0011 I 3'X 3'AC CONCRETE PADS tia N.\ I O' 41mII �,_. REFER TO LANDSCAPE SHEETS 4 • 00' . SIDEWALK llama M FOR AC UNITS SCREENING PLANS tr 12.00 pi � v Ni� .10.11 PROPOSED ADA ROUTES ts, GATE I.' L.�w [_ 61 65 111 a gm I■■■■■I.IIIII ■ ■■■ • ' 1 • aiMil GATE `114 ,. 0 EGO 0,,,, I CIVIL 4' 64450PE “IF. TRACT X EH e �`�y 4' 9. nO 0Q �■■■■■I.■ 15.406 SF ■■■111"1-1"S � SCHW ARS '5%a) ' EXPIRES: JUNE 30, 2016 I• 36.01' is oI ° IHOWER FENCE River Terrace 25.00'Oilti Northwest 0 a SWIMMING POOL4* M I ° DECK DRAIN TRACTW Swim Center c D immii w I Construction Documents 111a E r 4.00 •4.* ,� LI., I kr N 40 SITE ( , . a . 13.79' w 66 I a PLAN N EN- , 11.90' 4.** y M 28.00' �` LE)o / ** . • 1 i ° . � - J -5 4 64.00 :::% : E _ . 4* , - . -, 3 / I a ° - 66.00' . aa) 1ST SUBMITTAL DATE 5/9/2016 L„ RETAINING ■ 2ND SUBMITTAL DATE 6/6/2016 ft WALL 111 U j vo Ia , ,_ , :1: a 25.40' 7\\\1 C 7.,,,..,y/ //c 7\ e / , ` O ° SCALE 0 • L,„,_._.- _ i 2 ' - , 1 0 0 5 10 1 1010 : 1/ NM NM INN MIIIIIIIIMI 1 INCH = 10 FEET co �. _ I 95.4' 1 1 I I 1.00' Z ELEVATION DATUM: NGVD 29 � _ _ � �. a I N. \\`\ �- - '�� If„II ° ° . 4 // LEGEND:LEGEND ,� \ \ ` / ----- EllilliiiniS j ___,98___ FUTURE 2-FT CONTOUR r, \ `_ / ,-- �/ d --200-- FUTURE 10-FT CONTOUR N \ N. - �--- ' � . / -171- PROPOSED 1-FT CONTOUR i N. \ \ .� / ( / -175- PROPOSED 5-FT CONTOUR I - ^ SW / / (XXX.XX) EXISTING GRADE `'� �� \lco SABR/NAgVfN \ // / XXX.XX PROPOSED GRADE \ (260.9) 260 \ Uf \\ \ I // •F DRAINAGE DITCH Ri:vet, levtace,° ° (259.93) \ l- / \ ° d ° ° X ° \ f : XX - SEDIMENT FENCE I , 259.95 260.10 ° \ \ TW TOP OF WALL 15%. \ 7 . 4 \ 257.95 ,S�'_ •1 STAIRS FOR 2.00' OF \ / ' \ // c�a� VERTICAL CHANGE (6" \ \ FG FINISH GRADE t�� / STEP, 12"TREAD), PER ° \ I / �' 258.10 \ ..}•. 4: ' \ / SWALE O 1%MIN. - _ _ \STAIR DETAIL SHEET 4 - _ \ \ / 'yPig �' / \ RIM=257.55 /� 1 257 90 i . 11 66% 258.05 (GB)_?� \ \ *ALL SPOT ELEVATIONS IDENTIFY �' I 2 a 257.75 aE -- ° d ° 9� °. \ THE SIDEWALK SURFACE UNLESS Pith 258.14 257.80 1.0% 00 _ - ocl I le;,p ) 257.73 :° Ml , t )Cc _ - d: { - 1 ° - \\ �° z \ ......d.....%/ 08% 7.85 \ 'N.... ..... 260 N.N. \\ -f o goy -- POLYGON NW COMPANY (258.05) . 24.7%. H Oai 257.73 257.85 r; d \ \ --- ° I 257.76 ° . \ -� N 4 / N I ae SWALE @ 1%MIN. 255 \ ° ,/ 258.03 1I ae) `257.82 r-- ----x---- - \ - \ \ ° 257.90 -25s \ N. ° I n 257J0 (LP)� • 257.85 � 256.75 z57 N. elat RIM=256.55 ', 257.80 man - -3T- _)>- - »� \ -�� \ a . i tr 257.90 I � ----z \ i \\�\ Pacific °� - X256.75 !-- 258 ,\ i coN \\ \\\\ �`. a ° Community 257.65 257.88 ,- \ / \ I (257.63) \ SWALEC� 1%MIN. \\ \\\,��� Design N \ \ / \\\ /ry51/ (257.49) N16 %I MIN \ \ allier>, - Airai a N. \ -� ♦� GEODESIGN, INC \ / 257.52 I d \ I \ \\\moi 257.90 ° \ / \ \\\ ° vi ■ I ° I 4 FF=258.0 RIM=256.06 \ \ / �\ \\ 4\ / /.� \ ° ° REVISIONSI / \ \ \ DATE DESCRIPTION N N _ a\ d 257.90 ° ° ■■ `\ / / �N\\ \\N. /./ II of d \ \ • / /�/ \\ \\� N. ° 4 / I 257.90 I FL, • \ \ /'/ \\ \\ \\ ` °.. 41 11 ni 251 ` \ el / / / N. \NN.\ \\ \ \ `\ d I \ I / // / ---- \\ `\ \\ \\ \\\N W ,� ° I 256 / / ��� \ \ \\ \ N \\ / \ N. U gb I --I _•i __2600 //// r \\ \ `.ti\ k1 ` ,■■■ \ ` ` `�....< \ 25800 `\ \\ `\ `� • N N L. laillil 1 1 I II 1 .." stie* // // // /I \ nil / / / iiiiis-gill- i-113PM Mia . N NN N:N / PRkr N \\ I■■ ■ ■■■ 1111111 ill ■ T' /7/' / lirei / / / \*SI/ / / ■4450PE\ \ V / .155 ° \Ia■ ■■ / / ei_ 14,MECO � \ I N , / y • 1.0() ‘t ti \ \ ** H / 3CHWPR� \ \ j /Y \ \ �� - - -- -- -- -_ / / / EXPIRES: JUNE 30, 2016 ° \ DECK DRAIN \ / / < 7 258.0 ,;" � �� 11 IIIII IN111111111111111:11111121115:PUI `\\ *4 ; ; Ni River Terrace 7 - • NO ---.. ......... Lo I /�15A / 257.0 FG°ti �\ 6■mn ��■■tet ����i N.\'\ ; ; i l j Northwest /74 ��� _ / ' ' ■� Swim Center :• _ I ** I 1 / Pm Construction Documents n 4 A 0% -t• • 3 753. \ / / •,. . !., .'• \'`% y. \ ** i cm mac. \ ,‘ 4. / /< \ Ill N...... GRADING • PLAN Fri 4 1 -tel / jFy .■: . _ i ,`':.';:''!:,` . ; / / ---t..--..-- V U //' - • \ ----- --. l 1. '•'-:-. - F f �d \\ IL 257.69 , / aill . . 1.'I . '_- - ' :Nel \ .-,• `• -'' :. A \ 2:1 MAX ■ ! . • !. 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I 252.0 FG .® 1, _... - i \ ' : •i- ,• I 2 ` \ X150 ° \\ +-,� - ` II I ' , �i♦/ -. . •.,f.,, ;:` ' \ "- 110 p \ I I I I I 257.9 TW - \\ / \ X255 / • I I \ \ 553 i N - CONSTRUCT STRUCTURAL 257.0 FG \ \ i IN. - ,- \ SCALE o LOCK N' LOAD RETAINING \ , - I Ilkit \ r a I WALL, PER DETAIL SHEET 5 II I \ -- -- \ \\ / y 10 _ _ 10 -lig' I 'll \ II ‘‘.".C....\"%%"\ ".. .....-..- ��'1:1 -----. .--.1----------`''T•--1-:--- -.--.--- :".'"'\\-- ---: _ \ \ \\\ '// / _ _ _ ) all 1 INCH = 10 FEET Z ELEVATION DATUM: NGVD 29 0 _ 0 x tn ,), p , N ' ... 55x�_ ssx_� 55x 55x , LEGEND: lin �---- 55x ic.....................1/4„....)Pr �,,ssx ssx a.co ' — _ o_ _ _ x _ _ _ o �00 ssxl� ssx ',r ' PROPOSED SANITARY SEWERN _ tn x55 EX SANITARY SEWER N �� © ss 47,Norp: ,, —x o ° —SD PROPOSED STORM DRAIN ---L5xsD xsD x D xsD xsD xso xsD xsD sD xsD xsD - \ ° -xsD- EX STORM DRAIN `N PROPOSED WATER LINE xso SW %.**......." — — xw xw zw xw xw XsNAAVfNUE ssx .>c PROPOSED PRIVATE WATER LINE �- 1� naCe ® Mx Mx \ • —xw EX WATER LINE Ri:Veyt,mx —Mk_ XSD \ ssx oAilmik EX LIGHT POLE MX I g— _Mk \xsp \ ir EX FIRE HYDRANT .4„;_i_____, o ^N _MX` Lxsa \ \ Qs EX SANITARY SEWER MANHOLE ° ° Mk\ xso 74: ssxTssk0 EX STORM SEWER MANHOLE ° ° ° EX WATER METER x Nd °in . ° ° °° ° kxsp \�oo D EX BACKFLOW PREVENTER Pig o I ° Mx\ \xx\ ® PROPOSED AREA DRAIN �:�1 ° Mx? _ - ° a ° \ -k-SO \ POLYGON NW COMPANY N AREA DRAIN - - - - - ° ° / D \ ° ." RIM=257.55 ° - - _ _ _ _ _ d ° 1 / ° — _ d.° ASO Pacific d ° vxi 1 ° I s°°. d° ° �• LIN I �. ° ° DRAINAGESWALESEE ° ° / M\ Community ' I ° �•: I °I I I ° DETAIL THIS SHEET ,� Desi nAREA I I -)� - - --)�— —)s— x I 1#I I/' • RIM=256.55 I <F - J N d .° �^ '� \ ° d ° GEODESIGN, INC CONNECT TO EXISTING T'WATER- ` ` -IL \ SERVICE WITH 1-1/2"WATER METER \ x I1 ° REVISIONS ° ° ° DATE DESCRIPTION xss xss 4 a I d DOUBLE CHECK VALVE FOR a0 19: - 4-6-7 -" IRRIGATION PER DETAIL 531, SHEET 4 I 1Na x II AREA DRAIN \ CONNECT TO EXISTING RIM=256.06 0 x I o o SANITARY LATERAL FINAL ° d ° I.E.=251.01 GRADE a ii SEE WATER INSET THIS SHEET x55 x55 II 2-AC UNITS \ 1 J I MAX. FLOW WIDTH=5.0' IS a ci MAX FLOW X w `- - -___ r 1 :�::.."., DEPTH - 8 L ° ;:.' ...3 MAX :"'.. . i CONNECT TO EXISTING 6" STORM DRAIN AT PARK. Ls, o CIVIL 0 1 } ° CONTRACTOR TO VERIFY UTILITY LOCATION AND x LL., I INVERT ELEVATION, NOTIFY ENGINEER OF CONFLICTS. P�CC� 4 a ° a.\\,..„( . 3V GIN e a `W/ x> ton \ 64450PE� z '" NATIVE GROUND 0 x a L_, \ BASE WIDTH=1' �F `9Oa OREGO Z 5. I N N c - J G/� ' 9, /10 1.% -�=, 1 °�- DRAINAGE SWALE C• SCHWpl. Q N ''4 \ (TYPICAL CROSS SECTION) EXPIRES: JUNE 30, 2016 9 xss xss 0 xss o __ - NTS F x g �s� River Terrace 1; �O ., XSD XSD o I vN 7 - - _ of , \ - CONNECT POOL DECK os-+'\ N I "Q Northwest o ° as as TO STORM DRAIN a a Swim Center er - -2"x1" TEE I Construction Documents I a N -1-1/2" METER -DOUBLE CHECK VALVE 0 I W x °- , W , N N ° r EX. 2" cJ-� 2" e r>2" IRRIGATION SERVICE D o I a w a a a UTILITY r- x - ° o R a o CONNECT WALL PLAN ' d , DRAINAGE TO 1" DOMESTIC SERVICE v "' ' XSS CS XSS XSS XSS STORM LINE oxss xss xss - 0 s oit. ro ' x I NOR'- ptou;ct. Cf0 eue y Loo fl. pr 90° ELBOW as--I c XSD -SD N CONNECT ROOF DRAINS �., ; - . CCOO EC E TO L ./ No-� aPF ro vo.�- ptv• Sa 4313 •0 torr^ Sew¢. - AND FOUNDATION DRAINS a) ; A SANTA SEWER' (� TO EXISTING STORM i L E o LATERAL® LE.=248.18 o Y Q N - x ° 0 WATER INSET - I XSD �c X D XSD , II 1ST SUBMITTAL DATE 5/9/2016 i o i.S X� ; /@ , - 2ND SUBMITTAL DATE 6/6/2016 .a / a U ° II INSTALL 4" SANITARY v 0 LATERAL FOR POOL DRAIN N CONNECT TO EXISTING .0 I.E.=251.76 °' 1 SANITARY LATERAL A I I .o X ® I.E.=247.29 r , SANITARY CLEANOUT o SCALE N. J 1005104 0 I ° me —co , 4 II I M'._ _ 1 INCH = 10 FEET SOS CIS 11C (IS Il nt maS O x Z ELEVATION DATUM: NGVD 29 CONCRETE SIDEWALK LIGHT BROOM FINISH SEE lin LAYOUT PLANS FOR is PLAN SCORING. PROPERTY LINE OR 3/4" COMPACTED, — UTILITY EASEMENT \ 1/2" EXPANSION JOINT NEWCRUSHED ROCK DEPTH VARIES PROVIDE TROWELED 41L1011157 i rt FINISHED EDGE WITH GROOVES I' I' I' �✓ TO RESIST SLIPPERY EDGE GRADE 12" "EYP. SECURE 2X4 IN PLACE / ` VARIES 13"TREAD WITH 12" = SIZE AS SPECIFIED AGAINST PWG W/ BACKFILL CATCH BASIN BY: WOFF EXPOSURE- MIN. To PREVENT PLUG BLO STORM OR SANITARY �— e . NDS CATCH BASIN INLET SEWER MAIN --�- •— • - Al 1-800-726-1998 R"Evet, NOTES: b a• p• • •• ••�•� •yay-o•�e��•; ' . WWW.NDSPRO.COM 6"TOPSOIL A 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE • • •• •• •�O • • • — FONNE W CO To 8" AND 10• MAINS SHALL BE N17H FACTORY .• ••f. !Q,r-10450• •• •• 46,40.' ! •o.4' - " HANDRAIL NOT SHOWN FINISHED GRADE — FABRICATED 'TEE' FITTINGS UNLESS OTHERWISE APPROVED. —' — •a•• "-� ti < . - 1,41/2SEE DETAIL 2 SHEET 4 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING • •`•�•.• •:•• •,p• ta:,. "'����� "� �1 �1. ) �� . � � �I Al)) A. PVC ASTM-3034. ASTM-C-900 _ , • • • X•f r• . _ Pig II B. CONCRETE ASTM C-14, CL2 2X4 III—III—III—III—III- I ••••: •• •• • !tif •• •. - a ..--I •;: _ I ' C. DUCTILE IRON CLASS-50 I=) I I—III—III—I I I—III—III ••X'-�.• •.• .�A •O 4 1 STORM ONLY 1: •n• •i • •• •• •• •�- �•� :i 11 il III I I—III—III=III— 1 1=I i I e' • i •:: , . , -P ;� UNIVERSAL OUTLET • 1 F• , i' 12"X 12" SQUARE CAST IRON D. A-2000 PVC ASTM 949 _ • E. PVC RIB MEETING ASTM 0 1784 — •• • •�•� 7.-.< • • F. CPP MEETING AASHTO M252 t2' �,;,i ,;,III,=, ,III,;,III,;, I =, ,III—III III , _ • O :>• '•• • OPTIONAL WITH HIGH, MIDDLE �•�I GRATE NDS# 1213 3. ALL PIPE SHALL BE COLOR CODED: =III I =III=H r •::i• i' i• •` • AND LOW WITH OFFSET • ADA COMPLIANT -GREEN FOR SANITARY SIDE SEWERS COMPACTED _ _ ,• p. .{•:► - ; - UNIVERSAL OUTLET PART • -WHITE FOR STORM SIDE PIPEIJNES I—I I-III—III—I •• •• •• •• 4 .� . . • • MIN SUBGRADE #3 BAR AT 12"O.C• _ •X.• ••X•• •• NUMBER 1245 AS NECESSARY • • 1200NGB NEXT 36" C. BOTHWAYS TYPICAL —I —I I I—III—III—III I •'t• •�• •• •• •• •• e - • a• - . - r` O • GENERATION CATCH —I III— _ _ _ _ •o nooc •: O HOQIT: TOTAL LENGTH OF 2X4 GROUND III—III—III—III—III— �!-.popo pt •n _ - . I I °S). BASIN WITH UNIVERSAL POLYGON NW COMPANY 12' HEIGHT �_LOTS AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC-0- #3 BAR CONT. III III III III III III— ,•°� C e a ' .••�•�•�• • •p -• • ',• • f o O O OUTLET AS NECESSARY 2X4 MARKINGS TO FACE STREET TAPE In III III III III III III—III—r O� - :• • • •• •• •• •••••�•kew " wt.. SOLID PIPE ' LOT;Lil , =III=III • • !P•` SIZE VARIES SEE MIN • O ani-Oaf' PVC PIPE RISER W/GASKETED JOINT gOLOR CODE SURFACE ,/ $ (2)#3 BAR — ..:>ge Iy:i• i• +. ''•S12 OI CIVIL DRAWINGS OO • (SEE MANUFACTURER'S REC.) ralmiliammo • (GREEN-SANITARY) k'••�•t.• • •• • • pp • PIPE SIZE VARIES SEE CIVIL DRAWINGS (WHITE-STORM) r =III-III •U(�7;.1-:'WT-!--.11.18&111E1 �.• ;.;.• =I11-III-111-III=IIS-IIS ,00 . -• ,.80 = 0 C Pacific LABEL MAGNETIC TAPE WITH BLACK LETTERING I—II(-1 t'f T—_'� i�� �i I�� —III—III—III—I I (=III— GROUNDpoi SANITARY: 'CAUTION SEWER BURIED BELOW.' STORM: •CAUTION STORM BELOW.' I I I—I I I—III III III I I—III—III—III=III—I I Community PLACE te' ABOVE TOP OF DRAIN BURIED AGAINST .X4. ' I—III—III—III—III-1 I I I I-III—III—III-I I I / 10" = = ►_=111=I I I=H .• ..-I.�s�T•i-�. 8 0 8 0 89 e Design p Hal 1 I II, ,III, , • oo 00.• /� er PLUG LANDSCAPE AREA DRAIN DETAIL A 3 GEODESIGN, INC le ' ._17 CONCRETE STAIR 1 1 ''�; i SCALE: MTS 4 REVISIONS o °�•,',, ° °�O' MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE ^ \ DATE DESCRIPTION °°99"° / .1r1°%* 8' PIPE - 0.010 MATERIAL AS SPECIFIED SCALE? N.T$ `7 / •,B/°o •,°0: " 4' PIPE - 0.020 • 4 � '� ' • tSUPPORT TEE WITH `/``` BEDDING GRAVEL. MINIMUM 2'0' WIDE ELEVATION SIDE SEWER / SIDE STORM PIPELINE '"' Services DRAWING NO. 520 REVISED 12-06 Our•om■itm-t is•Ini. II II 'I T. D_ /-1 CMI LJ a �•� 64450PE 12" l s. ,� OREGO .� a i. _s 1 I C SCHW PRS Lo !!: ali;-11EXPIRES: JUNE 30, 2016 12" 12" SCHD 40 0.D. PIPE IMO 1■:Ili:eT �' .i■ . .TSt 7 I:► �aI'II1Iu�Ii.In TO IRRIGATION ei GALVANIZED AND =� River Terrace TYPICAL SECTION WITH NO GEOGRID IN UTILITY ZONES FINISHED WITH HIGH I d PERFORMANCE COATING Northwest pts AS SPECIFIED 'LI0 11/2"LSTEELPIPE * ALL TO RESIDENCE Swim Center N HAND IL O SMOOTH WELDS - 1/4" 0 PLAN L SEE CIVIL DRAWINGS FOR Construction Documents GRADING AND DETAILS METER BOX DOUBLE CHECK w f BEHIND THE WALL VALVE ASSEMBLY o I�: O • SEPARATION GEOTEXTILE CONCRETE - I I 1 1 I I 1 1 -- "''i°NO ��� ANIL I/ STAIRS ALL POSTS TO BE :. C J` �y 4 Ip • `� VERTICAL AND PLUMB V 12" - 18" DETAILS J j1S 7c i ll au` i.NI ai. pERpE�IGt� q FINISHED iartI a TABLES .t ru.,wi tr,._.-. CRUSHED ROCK MAX PARTICLE 3/4"CLEAR OR ` VARIES 8S t 1•r v� ■� •_• 6" - WELL GRADED WITH LESS THAN 596 FINES. (1L7i1�• 4 3 a 4 6" F .'., r 1;>♦I■.I•tt. 7 STRUCTURAL �..�• " n L00 I ? FILL wt r�A1, ,���`:`�°�.•Ii< r'•�.� �•• ff 1" UNION EACH SIDE ��••°• W° r, .•. ��i c•' 14; PE DESIGN \ \ • �. •�• Ij 11,116!;`°• • FOUNDATION PAD 1 I �I■I E'SL. TABLES - < . .,.. OR FOOTING +` s y ' 4E 10 11T.� 2 f, �• •. �• L • •. • - y. � oL CRUSHED ROCK BASE ELEVATION U FINISHED GROUND PER CIVIL •�tlI■lfl'�a '� G. ,Z _ • 4,--• • •• -••-•• • fi •• •• • • •CRUSHED ROCK PER •' • • •• • o�n ii E DRAWING + - _' - DESIGN TABLES : • •:x INSTALLATION SHOWN IS ONLY A SUGGESTION. 3 111 Ii• PER DEID',- I I I 1 1 1 1 1 1 1 1 ( III—I iP'sl•tr:(•i. PER DESI CONCRETE SIDEWALK III • • oo I Ir } TIELES G 5'DIA PERFORATED PIPE/PVC I I—III - .' .1--1 I I I 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. u= , II -1 d �, SPECIFIED BY ENGINEER CONCRETE SIDEWALK • = • _ 0 EMBEDMENT AS SHOWN IN 11=11 "��� a' ' —III= ; • 3/4" COMPACTED 1ST SUBMITTAL DATE 5/9/2016 rn I °' :mit�'-; S b .- yt _ • .�c r" EWE! CRUSHED ROCK 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 2ND SUBMITTAL DATE 6/6/2016 Ln RETAINING WALL DESIGN TABLES 1!"" I I—III -III—I 1 T s«� u-. COMPACTED SUBGRADE III- 7 ♦• _ _—_- .0 I I=I I I= DEPTH VARIES COCKS IF BELOW GROUND INSTALLATION. I- _ v I IIu u_ ° , " -Hy!' COARSE _ •;r• - - • Pi — CONCRETE COLLAR III-III, . _ AGGREGATE III— •�'_' '+" "i��X—III—III= 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, N HANDRAIL AT CONCRETE STAIR / 2 �I-•+_• _ _�#•�• {-III—III—I AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS . III- -_ —III—III= FOR INSTALLATION. I I=III III I III—I 11-1 I I I NO SCALE o GEOGRIO SPACED EVERY 2 LOCKiLOAD BLOCKS (APPROXIMATELY 32 )LACHES). - ^ — � ���, 0 cl, FIRST LAYER OF GEOGRID PLACED AT BOTTOM OF BLOCK SCALE: N.T S 4} 12,{- / \ AGUsnN P. DUMAS IRRIGATION DOUBLE DWG. NO. / -� �- / ENGINEERING OEPARIIAENT r. TYPE A RETAINING WALLS - LOCK AND LOAD 1 1 g COY MO.� YVQ: (EO3)EJF&171 CHECK ASSEMBLY 531 5 MARCH 1998 Li, CITY OF TIGARD F' °� CO =CON APPROVAL DATE O a. 2 ELEVATION DATUM: NGVD 29 GENERAL NOTES: LANDSCAPE PLAN ifr , tr / �. i , �' � � �:■ 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL \ , , UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL '� `��♦♦: 4 -.♦/ ,r N. G LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. MULCH AS SPECIFIED, KEEP THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. MULCH CLEAR OF SHRUB `/447�� re 0 t, ` _ "�, ♦ r STEM BASE 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT �� 0 �,�•♦ ♦♦ KFILL SOIL START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF ,� ® \\ .4 ♦•■■•♦ / r FINISHED GRADE WORK BEFORE STARTING. ,� j�it1•` O •• - - v.... - 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH • SEE APPROVED RIVER TERRACE ® a •O -' :" PLANS TO ODR. c j�, iv utace, ', / I �,fl NORTHWEST NEIGHBORHOOD PARK ¢ x —111E11 I�I=) ( ? =III - 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE. e: � l �� ••• CONSTRUCTION DRAWINGS SHEETS H ici 1 I I=III / ",17-1 I- SCARIFY EDGES AND BOTTOM_ _ OF HOLE 5. BED ED E T B`� �,, �j,•.•� L5.03- L5.04 FOR PARK PLANTING ♦'�` O o I=III:`, G O ENO LESS THAN 12"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL '��•. PLANS, LEGENDS, NOTES & DETAILS. `',�� _IIIn I".- _i BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 07-a/l �1� I� � �i=III III=IIIIII='�•� •• , � / �, -IIIII=III-III=II6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. -, ■r �! •• ♦ -4\4; I I - • • 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF ARA ���, •• , ■ • 4 DIAMETER OF U ESPRIOR TO SEEDING, TO PROVIDE A Pill ■ •'I .• , / SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & ���• � '�� ROOT BALL+ 12" tritAr ` `� EXTRANEOUS MATERIAL OR DEBRIS. t °L • 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS �p����;�`�t`Q!"`w� �,`�`�:Qy1 I _`_ / AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE POLYGON NW COMPANY ' �, ,I�O,UQO,C%�.O��i.QO��,Q ------�_- St SHRUB PLANTING DETAIL / 1 CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND �'�®�/�®// "COIY'j a .tt#ddb ■��� moo SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG `/ r - - �a i�----� AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL �1 � �� .� _, SCALE. N.T.S 6.01 GOVERN. r...i., ,� 1�'� .,_, . J III 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND Pacific p' ,Oa 777UNP I■�■■— . DRAINAGE SYSTEMS. •'•_.� 1o, Community LAWN y� /� 816 S.F. 4jdtk. I.■■— . 10. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR -w' �0, �, M■■— . . SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT Design 4'�,I:` Oa ■■— . OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. POI "GROW STRAIGHT"TREE TIES i 1: 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD _I,I *Al I•{■{��■� , _0111411a n GALV STEEL WIRE; LOOSE EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. GEODESIGN, INC I II /� III■— , ` TO ALLOW 4" OF MOVEMENT 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING II,I � Or • -. IN ALL DIRECTIONS OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND `• n� �-•>�I I�■� . ■■■■ OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, REVISIONS 111101,,7---...---01=1; 1 ( ter n I�■- . ,, . t WHICHEVER IS LONGER. FINISH GRADE DATE DESCRIPTION iimrk.il�^ II L�■ . :� MULCH AS SPECIFIED /�l `, J sr CUT AND REMOVE TWINE, 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS m ■L� f►y■ . `'� KEEP MULCH CLEAR / BURLAP, AND WIRE BASKET AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL N ��� �_ OF TRUNK BASE " I FROM TOP AND SIDES OF ANALYSIS FROM THE SITE. 11 =1111111•1•11111111 " 2"X 2"X 8'WOOD STAKES ROOTBALL. ' ' 1).voi - '�jI■■� Elli `,, SET OUTSIDE ROOTBALL ON 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE JI i. 9 S.F. �L _- f WINDWARD AXIS (REMOVE Alt ( I 3' UNDER FIRST LIMBS OR 5' HIGH. COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, ' sa7�0�Qi � wwl�Aww,wl� terkerraniEl._ a. ) AFTER ONE YEAR) \ JaWHICH EVER IS LOWEST. AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. Fal�K,k dam' OO4` ,� 1a v+mo i t �,� v 7 — - mNOTE: STAKE ALL EVERGREEN TREESI f III15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK ►r � BACKFILL SOIL z I I I=1 I F-~ LESS THAN 4"CALIPER. DO NOT STAKE MULCH WITH NO FOLIAGE COVERED. ' _ �' \O VINE MAPLES. TREES 1 1/2" CALIPER \to ,. I R i is JUNP 13 JUN 13wNp 131uNv / " I I I-Ell ' I� II'I I I I= I II I I- AND LESS SHALL BE STAKED WITH A 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM SINGLE WOOD STAKE. ( ( �/ I-II III.II .- ' ' I I OTHERWISE SPECIFIED.NLESS WRITTEN THE DAPPROVAL THATO NOT SCAPE ARCHITECT RCOMPLY WTO ITH TOE DRAWINGS AND N. PLANT SPECIFICATIONS MAYIONS WITHOUT O BE /C \ /C__SWN G 1 IN , a I 4- \ :iA C / -I/ REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE DIAMETER OF REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. ROOTBALL+ 12" ��c,1 S T R b TREE STAKING DETAIL 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL te 2 • MBRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, 3 • , ® \ C INJURIES AND DISFIGUREMENT. lajin •/ • -=•—'-- -- --- - • -- -r ----- • -- -- SCALE: A A,i ip N.T.S 6.0� r 18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE Karen . La kford -+ ro AND/OR QUANTITY OF PLANT MATERIALS. % OREGON izi COSWIM CENTER - PLANTING PLAN 19. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM 5109/97 ti o DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION C� co DOWNSTREAM OF THE WATER METER. PR Ag River Terrace SWIM CENTER - PLANTING LEGEND TREES Northwest SYMBOL QUANTITY COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION /� // //'/ 1�� GROUNDCOVER PLANT Lor �I// \ �\ �'p MULCH ��.� Q4,.-, �-� Construction Documents 3 leall \' ,r ", �, ��t �, r \ FINISHED GRADE ` 1 JUNE SNOW DOGWOOD!CORNUS CONTROVERSA'JUNE SNOW: 2"CAL., B&B �/pifr$ �2\��,d -- v;\/ F // /F /, Z \ 2i/\\/\��/A/\\/\,4,/i*j\\j\i/\ 6"SPECIFIED g vArip_ 4 ARMSTRONG MAPLE/ACER RUBRUM 'ARMSTRONG' : 2"CAL., B&B \\ \\ \\ \ \\ \\ \ \\ \\ \ BACKFILL SOIL /\��\/\/\/\/\��\��\�\�\�\/\\ THOROUGHLY MIX INTO NOTES: SWIM CENTER 12 VINE MAPLE/ACER CIRCINATUM: 8'HT., MULTI-TRUNK A DEPTH OF 6" SEE RIVER TERRACE NORTHWEST EVERGREEN TREES '♦�'♦„♦„♦, CONSTRUCTION PLAN SET SHEETS L1.01-L1.06 PLANTING ;,..♦`.♦`. FOR STREET TREE PLANTING PLANS, LEGENDS, N SYMBOL QUANTITY COMMON NAME I BOTANICAL NAME: SIZE AND DESCRIPTION :':•:'�':.:�:':.:�.':.: THEREO : TILL SOIL SO THAT NO CLODS OR NOTES & DETAILS. PLAN Co-V 0 15 RHODODENDRON 'JEAN MARIE DE MONTEGUE': 3 GAL. SEE APPROVED RIVER TERRACE NORTHWEST 12"THOROUGHLY TILLED SUBSOIL CLUMPS LARGER THAN 1 co ® 78 'CRIMSON PYGMY' BARBERRY/BERBERIS THUNBERGII 'CRIMSON PYGMY': 3 GAL. 1/2" DIA NEIGHBORHOOD PARK CONSTRUCTION DRAWINGS SHEETS L5.03- L5.04 FOR PARK -r9 0 11 MOPS MUCO PINE/PINUS MUGO'MOPS': 3 GAL. PLANTING PLANS, LEGENDS, NOTES & DETAILS. , ORNAMENTAL GRASS .c SYMBOL QUANTITY COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION GROU N DCOVER PLANTING DETAIL " 3 FIELD ADJUST TREES FOR VAULTS, LATERAL LINES &WATER METERS. a° lie 72 DWARF FOUNTAIN GRASS/PENNISETUM ALOPECUROIDES'HAMELN': 2 GAL. SCALE. NTS �\ 7€1.0). 1ST SUBMITTAL DATE 8/14/2015 LAWN AND GROUNDCOVER 2ND SUBMITTAL DATE 10/01/2015 wy o SYMBOL CODE QUANTITY COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION �pO"` ..-. 1, o `:41Z JUNP 129 BLUE CHIP JUNIPER JUNIPERUS HORIZONTALIS 'BLUE CHIP' 1 GAL., 24"O.C. IT ' `\\\"\\\`` ,````,`, mmininniullnnnulllll� �����':�� ' _mmIIIIIfr�� " cz LAWN 1,165 S.F. PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. �I _���li IIU���� 3 AT A RATE OF 8 LBS/1000 SQUARE FEET. I� "'6 a� ::'�!, 9 NOTE: _� ��!% ( A`►. o. 1. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY -a-- rm 0 11111111 i i CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER �� �- =W Man SIGN 11111 o METER. a ii'irii, SCALE i 20 0 10 20 L 6 ■ 0 10 i __ 1 INCH = 20 FEET Z ELEVATION DATUM: NGVD 29