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Plans S 1206 - 00005 RIVER TERRACE NORTHWEST SWIM CENTER wrim - 01111.015 RECEIVED CONSTRUCTION JUN 9 2016 CITY OF TIGARD BUILDING OMSION TL 1500 1600 , 1800 & 1801 TOWNSHIP 2 SOUTH , RANGE '1 WEST, SEC . 6 W. M . i, . . i Q.,,veA, Teivtace CITY OF To , ,,, .i..... WASHINGTON COUNTYOREGON 51Pgil GROSS ACREAGE: 0.35 AC UTILITIES & SERVICES: ___________ e POLYGON NW COMPANY WATER: CITY OF TIGARD WATER, [P] 503-718-259111111 STORM: CLEAN WATER SERVICES, [P] 503-681 -5100 8 Ill1111 llllll 1 y PROJECT Pacific SEWER: CLEAN WATER SERVICES, [P] 503-681 -5100 Hawn ! 1 POWER: PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 4. . HHHomo it c _ ,SITE Community GAS: NORTHWEST NATURAL, [P] 503-721 -2512 � l Design FIRE: TUALATIN VALLEY FIRE 8 RESCUE, [P] 503-649-8577 Q 111111II ; =, POLICE: WASHINGTON COUNTY SHERIFF, [P] 503-629-0111 SW SABRINA AVENUE 3 az r`lt -4-3; . SCHOOL: BEAVERTON SCHOOL DISTRICT, [P] 503-356-4500 , 41,�,j �s� GEODESIGN, INC PARKS: TUALATIN HILLS PARK a RECREATION, [P] 503-645-6433 ' ` : . �� 1 I� °c' �'o PHONE: FRONTIER, [P] 503-277-2383 o a �% `�'� i ear' �,��� 1 �o 1 REVISIONS WASTE DISPOSAL: WALKER GARBAGE SERVICE, [P] 503-531 -6330 i CABLE: COMCAST, [P] 800-266-2278 r- i ' �� �� DATE DESCRIPTION BENCHMARK: 3 y- ,pgysti WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SET IN CONCRETE, SOUTH SIDE OF S.W. SCHOLLS FERRY RD NEAR UU PROJECTED CENTERLINE OF S.W. 175 AVE. VICINITY MAP a ELEVATION DATUM: NGVD 29, ELEVATION = 306.552 // APPLICANT: POLYGON WLH, LLC Oft 109 E. 13TH ST. VANCOUVER WA 98660 �� F` i cef 64450 ER [P] 503-221 -1920 SCALE CONTACT: FRED GAST, SENIOR VICE PRESIDENT-DIVISION PRESIDENT 100 0 50 100 �- (i) um ��� ��—i+ 9G „pc) OQr 1 INCH = 100 FEET , �1.� • SCH1aR SHEET INDEX: EXPIRES: .JUNE 30, 2016 N 1 COVER SHEET River Terrace 2 SITE PLAN Northwest OWNERS: 3 GRADING PLAN 4 UTILITY PLAN Swim Center TAX LOTS 1600, 1800 AND 1801 : 2 ARBOR ROAD, LLC 5 DETAILS Construction Documents TAX LOTS 1500: WALDEN HOLDING CORP. L6.01 PLANTING PLAN ww a PLANNER: LANDSCAPE ARCHITECT: NATURAL RESOURCE CONSULTANT: UJ 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 CITY OF TIGARD SHEET TIGARD, OR 97223 TIGARD, OR 97223 PORTLAND, OR 97209 RT [P] 503-941 -9484 [P] 503-941 -9484 [P] 503-224-0333 Approved by Planning rf) Date: to -i 3 -1 2 CONTACT: STACY CONNERY, AICP CONTACT: KERRY LANKFORD, RLA, CLARB CONTACT: MIRTH WALKER, PWS, CWD Initials: o 'S tT2DA 6--a_: . 20)S— CIVIL ENGINEER: GEOTECHNICAL ENGINEER: City of Tigard E . tie ov-d Plans . .3 PACIFIC COMMUNITY DESIGN, INC GEODESIGN, INC. 12564 SW MAIN STREET 15575 SW SEQUOIA PARKWAY, SUITE 100 J�\`,.0 N°T044r'o B Bei Date . r,esit °' TIGARD, OR 97223 PORTLAND, OR 97224 di Dig Safely j, , 17 44"a ,;1 1ST SUBMITTAL DATE 5/9/2016 [P] 503-941 -9484 [P] 503-968-8787a Oregon. m 2ND SUBMITTAL DATE 6/6/2016 o Calbetereradis =3 REVISION o CONTACT: KC SCHWARTZKOPH, P.E. CONTACT: SHAWN DIMKE, G.E., P.E. I\ • i cr\c ,5llI - 9safelyore9 OFFICE COPY .3 SURVEYOR: TRAFFIC ENGINEER: ATTENTION: P OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION 0 CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY PACIFIC COMMUNITY DESIGN, INC KITTELSON Et ASSOCIATES, INC OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. 12564 SW MAIN STREET 610 SW ALDER STREET, STE 700 " TIGARD, OR 97223 PORTLAND, OR 97205 THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 cn [P] 503-941 -9484 [P] 503-228-5230 THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO CONTACT: JULIA KUHN BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON SUBDIVISION OR PARTITION CONTACT: TRAVIS JANSEN, PLS, P.E. , 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 11,1"91111 ...,, V-• \ -"-----7.-----\ ..,- \ -----._ \---- \ """--,_ \-.-^'" \ 1,4 '--- -1 r� �\__� LEGEND 9+p011111 -41/A, �1- - - �, - - - �� 10+00 041‘ - - PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY Al i L.,5 ,44 - ,,,,,..„.41,ww ° d PROPOSED CURB AND GUTTER • 1 Iii.-111144411111111. � ��� • - EXISTING CURB AND GUTTER ;I o PROPOSED CENTERLINE .'000�:o 1/: '� - EXISTING CENTERLINE w w w w W W v , ____________maiw SABRINA Q�E _� �ca 1 NSE V`� - - ievtace, ► '�� PROPOSED PUBLIC UTILITY EASEMENT i:vex PROPOSED PROPERTY LINE a0000asoa;oe a .441,116 --------.41111111111111.111 � M EXISTING PROPERTY LINE 4 . . 3 0 �, 11-064 iiitiviaii----41-4-1„ .......„ 17"�� EXISTING BOUNDARY LINE 1■, s d r dn ili ��ari&rwM `� 1 Iiii EXISTING HANDICAP RAMP 4 IL4 �FPill PROPOSED A.C. PAVING '"'�� '/• imft•N ` EXISTING A.C. PAVING 1 �� a ‘tp��. • �� •_� �: `�'',.'' :•: :-..:.: PROPOSED SIDEWALK A `' �� �`~ \ PROPOSED SIDEWALK BY OTHERS ../..--- ( ~4-- s I POLYGON NW COMPANY iiirrii‘ e•oo' I EXISTING SIDEWALK ‘1441114 Soso P P d U E,TY ,� igEZ I 51DEWALK ~~ 1 _� 1 ,C \ EXISTING PLANTER STRIPtri a aoee d21.33' - Ade J/ 4 41 � �a �Of a d �a ---_ 1111110....."1, 14 ,4441111 /ose000eo • Pacific • Tem si ii . . Ia� ° 17.51' - - /!,� CommunitI • 6.00 ■ a � y 64 '____&...,„_ PUE, TYPI 1.101111111 Design ° I BIKE RACKS ` ���. d Tx ,3.50' w �' 4,4 a ���` i&i, dI ■ ` , /Wf GEODESIGN, INC I i I 10.11' -�, � i1��� � o PROPOSED ADA ROUTES �N� ° 41.00 j ■� 'r1*�` REVISIONS ► .\p11,71t6, DATE DESCRIPTION 1.ili aIl1 filk-.......iiike, a 11 I Lu ° SWIM CENTER BUILDING \\ Q �, I � FF = 258.00 �\\ o -� 1 b itisi O --................. < . ' \ / R al a x„,,..„---- -------..„.7 --1.- 6.00' I :.a III arsibelle1 `� . 00' SIDEWALKsomm + 10.11' -� op 4 4. 12.00' . / 11 i a GATE PROPOSED ADA ROUTES 4r-- ),///K o • 1 I �--• 7.ar c v r a. wiw 11111 / P=I P 65ill <0 ► 4/ � 1 Ff`D/ fda* f d �IIII rr 64450PE� 1.1111111 Ir.111.1 TRACT X GATE <^`/y,' 9, 1oo��oQ 15,406 SF1410111111 C SC HW p, � rftli eaUite po,4 �• I __� in! EXPIRES: JUNE 30, 2016 Q(----------- 36.01' I SHOWER ,FENCE River Terrace 25.00' 0 I l ea Northwest 0,1 11 o Q SWIMMING POOLON ►� °. DECK DRAIN TRACT W Swim Center I _ __2) ea s. Lu Construction Documents a f ea III c-7pp. Ak 1 .<11 w l 4.0D' + �, d Iea Lu I ;� 13.79' 66 � SITE cm w On d -•••-•-' 11.90' --- -a PLAN r: 1, 28.00' ike /_.._ - I ' COo ' ea o 64.00' E ea , �. � ' I \,...,„_____, . . _ it % r 66.00' 1 I I r � . _ � I +' r ^" 2 1ST SUBMITTAL DATE 5/9/2016 11 • . .....-------7/ ; RETAINING i" ',f,_= - , WALLII IIII 1. , 2ND SUBMITTAL DATE 6/6/2016 '5 Opp , y J I 1 A\(------- 1 25.40' . ",r - iiiill ("r31111 P.3_ Q , ., o il I i wilpiP-10SCALE r. o '., � 10 0 5 10 am am 2 (7) a ) 145 67 c,, °111.9"cr) 1 INCH = 10 FEET i O 0; ' .. f 1 as 98.4' / ! l 0. 1 1.00' Z ELEVATION DATUM: NGVD 29 \ N ~ - / ` ` //. Q • ' .:a'c*i,,sc.•s. �"^'!SA}"�r:Y.+�"',vim' „�r,.�.�x.W:d�" "'. "1:�T�" 'i.a,�S"` aa� . _____ \ ~ s____________ , d 1 °` / 4: LEGEND: \N I \\ " ---198--- FUTURE 2-FT CONTOUR °-�� \\ _ 1 r°se / --200-- FUTURE 10-FT CONTOUR J i j \ _ �.�:� /-J J 171 PROPOSED 1-FT CONTOUR I 175 PROPOSED 5-FT CONTOUR r \ _�� �/ - ti 5W =� �J (XXX.XX) EXISTING GRADE 5 548 L is 5. 8%14� R�Nq AyEN�f \ // / XXX.XX PROPOSED GRADE Q Twvtace, (260.09) zbQ \ \\ // • - DRAINAGE DITCH 'v� d (259.93), / /� XX SEDIMENT FENCE d d \ \ 259.95 ° \ J TW TOP OF WALL �\ d 257.95 ����� 0 °STAIRS FOR 2.00' OF \ / 1„.".. PP" • �I ��� VERTICAL CHANGE (6" \ I FG FINISH GRADE �'� // �� 258.10 STEP, 12"TREAD), PER a a \ +` SWALE @ 1%MIN. - -- - �b ' STAIR DETAIL SHEET 4 \ ' -:; 1 / \ 77 257'90 -~ `.`- 26Q \ \ * ALL SPOT ELEVATIONS IDENTIFY -__ .a - RIM=257.55 / , 2 8 257.75 1.6% a .--% • (GB), - -~ d d ° �'� \ THE SIDEWALK SURFACE UNLESS of°e .° / 1-056.1 \-� g d a `'sem / OTHERWISE INDICATED I 1" ' 1258.141257.80 J ~` \ e°• '° vv 257.73 ori , II(258.16)1 I C-f- --�( d 257.85 (GB)-- - `-`_ N\\ • . a 261 \\ \. \ N •• 8 .n 8% ° 257.85 - _ 160 ° 4,1 { - • \ POLYGON NW COMPANY / 258.05 4.7%. Hi 257.73 257.8,5T- I � \ - . \ N • - - \ a /I.:.;a ( I j J 257.76 ' . 4 SWALE @ 1%MIN. d °� N \ 259 \\\ d 258.03 I V• r___ :-__.47_14: 27.82 ___ ^ 257.90 - 257.70 LP 1 ■. �! ' i......"-- ��258 _ a 1 d. f�• ( ) ,� I 257.85,E : 256.75 • 217, N. ° RIM=256.55 ' r�257.80 i Vrg' n ��'- -�.�-- �. ___>.,.._...,,,,5 ���'N''''' ` N + 257.90 ----� �I'N. o,„.., . ` of ~-- '- .256.75 i�8 \ - d d Community 257.65 257.$8ink - ° 257.63 1 1 SWALE @ 1%MIN. -I `1 \.. - Design I (257.63) I \ \\ / .- ...3. 1 •2.0'. -�� 1 \ \\ 1111111111W1 °.. 4 \\ - / \ (257.49) N ll 6,%1 MIN, \ ad I N\ / \-,, 1 4 i H ���' �� GEODESIGN, INC N / / 257.52 ti Q � I \ i�\�� � a . ' i 257.90 as , , \ \ let \ 4 • �� ° �1 FF=258.0 i\ / / ()/ - \\N . d REVISIONS I \ ' N. \ \ DATE DESCRIPTION Ia\ 4 257.90 d , '.- 1 I IN \ \ ** f I t 1d p \ \• \ gl'. 4 I \ \ \� • \ • 257.90 . A r RIM=255.92 , \ ear ' // / r \N. \\\ \ • \\ d d'. k ME I �� \ \ / / /\ \ \ \ \ \ \ / ° 1RIL _4...... 1 -�._ _� , 257 \ \ I 1 1/ / / // \ N\\ \ \ N \\ / M. 258- 1 / / / \ \ \ \ *"....1.,..... tVcw>L.›-:R%=L.oee._Jj-].i IEINIIaMiEimIImIIIIII-i.lmumiem.M..r .19.. \ aliiiI-i,Ni/ /// N N. ,N N. I �� A. l \ / 1 1 j \\ \\ \\ NN,NNN. h a 1 , ■rules ., �_ N 258.00 , 1 / 1 \ \\ N \ d 1 257.96 lft / / / / \ \ 0 , 4. % k / / / \\ \\ 4"0cIPVgI ek 1 258 __ \\ ll ' 4�&NGIIYfF�4 \ a / / 64450PE ------.. a 1 \ ri'l / / ���qN 9, ti°0 moIa./ r / / ,vc,Ah.• c... 0 EG .. •a I/ in 1 1 1 \ / / EXPIRES: JUNE 30, 2016 o _ 1 DECK DRAIN - - r - \1111 \ / / 258 0 Tw : 1' i 257.68 III 257.70 N\ 411 f / River Terrace NI 257.0 FG 1---�' \_ / I N `___ _�5� __ • d 257.76 } 257.76 ��Ni I _ , , Northwest - 011111 7 .1 1 / / S Swim Center \ 2 % 2 4* , / , �� _ ., , , Construction Documents • f ti r� CO .0 CA / .. f. '.... •,/. sv) 2.0% E. a 1ii 1Nsi) ' ,.• •." \\- • "..• • ,...• t.. :‘. . ......./.. 4 \ /, , ' ,f,f . . - . r. ,♦., r •,. r•r . . sj7w11sfiss,,.,IlIllIllIllr / ''S - ' ./'•'ter`. \ �` '+`• �' f � ''-- � _ r'• . /• i `'�' \ /�' ` f'♦.l .tel '.�„r' `•. 1 -� \\ �, i • f GRADIN 11 lir III 1 � {. I. +fir ; Y`\ ` / PLAN F.) 4 \ I ill pry \ 44 // 1' '_'•f• : . - . ..,-: v. •/. !• _• , ........t......-- 7 C \ �' 257.76 �i1 be 257.76 / ' f . , ,.'.,/ �� 7 N --...4„... \ '' 257.69 2:1 MAIC 1 = ',.' . 1 m __ ...... / •• d ` aJ j Ilk+ • _ ` ` Y' /; _ +•:.`, .,�. 1ST SUBMITTAL DATE 5/9/2016 L - _-1.5.1-- / • 2ND SUBMITTAL DATE 6/6/2016 \ t=r1 v. -/ . . . . • . (;)0 NI- . I ‘ I. 257.9 TW \ ; / I -, . .♦•:',','%`~ ,_ � , I 252.0 FG . 257.84 .'ti ' /.� • i i •§- 41 . {{ 1 1 • / I a \ 1 l 1 1 �- `_� I 1 _z�s - k'. '•�.,.. �. ..�. `f.•.-:/.-_-:J----. : - 0 \ . + + 257.9 rn ~~� _ , , /• '"r; • � f LE 3 CONSTRUCT STRUCTURAL 1 \ 257.0 FG ® - \ ` ` /� o LOCK N' LOAD RETAINING 1 1 ,_ + W. _ o, I WALL, PER DETAIL SHEET 5 i 1 f.-- - -`- - / ,.\ f - 10 0 5 10 mei iwi -"'--.. -I \ ) 4111111 Q / ER \ `• 11 �1 \ `'�r� -�� ~`~ \ N � 1 INCH = 10 FEET ` . I . . _ 1_ __-- --•-_ __-_ \ Z ELEVATION DATUM: NGVD 29 -- • v x x v SSX 55X 1 H ` 55X , -- --- LEGEND: .! IIIVilgil 55X�� 55X ` _ SSX 55X 8+Ob f w ��� o 00 -�~ 55XI�� 55X �,�ir , of 0 55 PROPOSED SANITARY SEWER " �� ll 1 0 �, XSS EX SANITARY SEWER o SSA, o ' a SD PROPOSED STORM DRAIN • ,�� XSD XSD XSD X$D XSD XSD XSD XSD XSD 5D XSD XSD - O 1 EX $TORN DRAIN I ss ' s W PROPOSED WATER LINE A-so SW Sq 8'" s , xw xw• if,w xw xw _k NA AyC� � y sk %it — - - PROPOSED PRIVATE WATER LINE MX--~-�_n''X �_ ��°•�.1� Xw EX WATER LINE R:97eit, ietAcize, mx ,MX� X _ksD s a1. EX LIGHT POLE c I ^� MXDi ---- _ ssk a EX FIRE HYDRANT 1 v MX Xs � EX SANITARY SEWER MANHOLE ?�- t ^� DxOp ssQQEK STORM SEWER MANHOLE d d d XsDss EX WATER METERa d . ° d d k k9 © EX BACKFLOW PREVENTER QdksD ; 1 Pgia Mk41 s ® PROPOSED AREA DRAINd +', POLYGON NW COMPANY ------77 AREA DRAIN : :: moi$. Lr. d Q d � :1� 1 RIM=257.55 ` ~ ~ d d k SD • _ Pacific vii d 8 d G d QQ + — - • .a • -4.11 aei°° • a 1 •�. d • DRAINAGE SWALE SEE - d d °° 41 Community 1 B .' a .. . DETAIL THIS SHEET a ` \ • 131-,-----:: I a - { - _ _ Design AREA DRAIN I -- a� >.— — � -- = - „ N RIM=256.55 �F-- - , - I - EN ` ` • d d °. a GEODESIGN, INC CONNECT TO EXISTING 2"WATER d SERVICE WITH 1-1/2" WATER METER o • •• I • a REVISIONS ss xss xss y d DATE DESCRIPTION 4 Q I d DOUBLE CHECK VALVE FOR a� �5x -- —" -' .-- IRRIGATION PER DETAIL 531, SHEET 4 I i L IL I El CONNECT TO EXISTING Y FINAL v° SANITARY LATERAL x ° d ° @ LE.=251.01 GRADE N a d SEE WATER INSET THIS SHEET •7/41..1 ,,-, `O -XSS X55 �+ MAX. FLOW WIDTH=5A' - � i..as, x v AREA DRAIN I RIM=255.92 } 1 MAX. FLOW ,4, x •--.. __._. ,: " DEPTH = g.• au " a =, 3 M• AX :.. :. '::3 a 1 'ti; 'tet•. : r i._ . 4 iiiiimillip r 0 '<... . I ,Hui . L.Li _, < „ .< a , _ — l_, \ 0, I F / , , , '\/ �i�\ / 644 OPE z *,_ INATIVE GROUND N� �+ ~ f 41EGO = // in 0. XI a BASE WIDTH=1' — Ntrl o �G/yC 9 �0'�1�0� L,, I E DRAINAGE SWALE • $CHII d X55 X55 xss _ (TYPICAL CROSS SECTION) EXPIRES: JUNE 30, 2016 ////// a L-_ _1 NTS (N` a 8 River Terrace so XSD XSD o I `O vi A. ' 0 N.D © - a� CONNECT POOL DECK - Northwest 4 x ' ; as as /[TOSTORMDRAIN - D Swim Center d i.,„ N , I . . . --2"x1"TEE 1 - Construction Documents Ir N —1-1/2"METER DOUBLE CHECK VALVE - ,� 1 I . • x d v )3(--. n. < [-----1 111 I ) N EX. 2" 2" D �r 2" IRRIGATION SERVICE -0 Ix a . , a UTILITY I- x a v a n CONNECT WALL PLAN A: . �, 4 DRAINAGE TO 1" DOMESTIC�SERVICE Cr- XSS {� XSS � XSS XSS STORM LINE mN X//,/ SS XSS vii • X55 "u "' v x I /LO CONNECT POOL 90° ELBOW as� m x CONNECT ROOF DRAINS' DRAINAGE TO L XSD — (SD Li' AND FOUNDATION DRAINS U TO EXISTING STORM • K1 SANITARY SEWER - E ra LATERAL @ I.E.=248.18 x 4 - - -- v 3 X a • I © I XSD ___ D XSD __ WATER INSET NI '///// aai •� 45 - 5 1ST SUBMITTAL DATE 5/9/2016 N S r / 2ND SUBMITTAL DATE 6/6/2016 No ,.s - x 1 i - •- _ o " d r INSTALL 4" SANITARY x r LATERAL FOR POOL DRAIN o " CONNECT TO EXISTING .N I.E.=251.76 I SANITARY LATERAL (73111 P o @ I.E.=247'29 II SANITARY CLEANOUT o x a _ .. ._. ill • 0.o M SCALE " 10 0 5 10 o. o I a 1 INCH = 10 FEET Ln /"'".< is,' i4 nt nt art nt MC nc rig ns 0 x Z ELEVATION DATUM: NGVD 29 CONCRETE SIDEWALK LIGHT BROOM FINISH SEE LAYOUT PLANS FOR ii PLAN SCORING. PROPERTY UNE OR 314" COMPACTED, „ unuTY EASEMENT112 EXPANSION JOINT \1 CRUSHED ROCK W DEPTH VARIES PROVIDE TROWELED ��j FINISHED EDGE WITH GROOVES !'-I' 11. Ill GRADE /12 „ �,P TO RESIST SLIPPERY EDGE _ PIPE SIZE AS SPECIFIED SECURE 2X4 IN PLACE / VARIES 13" TREAD WITH 12" TO PAGAIREVENT PL PLUG BLOWOFF CATCH BASIN BY: . � l - - a EXPOSURE- MIN. NDS CATCH BASIN INLET STORM OR SANITARY . a SEER MAIN —'�—— —`-d a • - `- ." - •.d , "1 1-800-726-1998 - �� -d, • - - V' • ' C- - NOTES: b -1-1.. • • • • �� - � � 5"TOPSOIL �• •� •_ � w- � � a - � - WWW.NDSPRO.COM f. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE `- •••O�o$Q�• 00� •0 • •Q•• +C 11.0.11 • U e o • ���TOO° ' a 112" HANDRAIL NOT SHOWN FINISHED GRADE CONNECTIONS TO 8' AND 10' MAINS SHALL BE WITH FACTORY •• '1-z9' �Q Q=c1P-TIO � o..ry'--- ',y o SEE DETAIL 2 SHEET 4 , — FABRICATED TEE FITTINGS UNLESS OTHERWISE APPROVED. • .at ', ` • !. . (/ , i A 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING — —_ — • -• • • }���}� �I �' , s� ��.�� , + ��}) PA A. PVC ASTM-3034, ASTM-C-900 _` _ _ •• ••O •� - to' .`;•• ' B. CONCRETE ASTM C-14. CL2 2X4i – 1 I 1-1 -1 - -1 I I ��j �• �. �•• • r� w. :,.. w I ' C. DUCTILE IRON CLASS-50 1-- 111-111H 11H I I�I I I—i h�. 81......".411N•••••1:;;� . 4 ,. .. .• .. a•. STORM ONLY n� • n ' O ♦ •� • - �• O•�� •� •� '� '� UNIVERSAL OUTLET I + �' D. A-2000 PVC ASTM 949 T d I I 1=III=I I i= 11� I iE Ii —�, .-117°Q • . G ,, O• . .� ,_ .. - f •>�I 12" X 12" SQUARE CAST IRON E. PVC RIB MEETING ASTM D 1784 1Y fv=ffl=ffl=ffl= r=F- ii- I I -I 'V•: ��0�.;b• ` - •. ... ' - cd OPTIONAL WITH HIGH, MIDDLE FA GRATE NDS# 1213 F. CPP MEETING AASHTO M252 , , — •.E.• O • •" AND LOW WITH OFFSET • 111I 1 I 1—III—I r •���• ••"•• ••� •O - t• • w . . .. •• Pill ADA COMPLIANT 3 ALL PIPE SHALL BE COLOR CODED: Q�•Q�� - - `: UNIVERSAL OUTLET PART -GREEN FOR SANITARY SIDE SEWERS COMPACTED r� ' WHITE FOR STORM SIDE PIPELINES MIN SUBGRADE #3 BAR AT 12"O.C. _I — I—III— 1 f ,��.k.O�O!�! 11z : '. NUMBER 1245 AS NECESSARY �• 1200NGB NEXT 36" B t BOTHWAYS TYPICAL 1-1 —11191191HII-1 �!� O . -. •:e .. a _ O • GENERATION CATCH =1 I III=1 ! -111= =1 11=_-1 , _ �'OorO' - - ' - a_ _ - . . .4. 0 0 BASIN WITH UNIVERSAL POLYGON NW COMPANY HEIGHT: TOTAL LENGTH OF 2X4 GROUND d' 12" HEIGHT d #3 BAR CONT. ' iOSOo L . U ' '-' - - Q LOTS AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC =III=1 1 I=1 1 1=1 1 1=1 I 1=I I 1—I 1 110000,. ' . ' O(3Q(V�V�O 0 06)0 CR .- © Q Q v OUTLET AS NECESSARY M N 2X4 MARKINGS TO FACE STREET TAPE w 1 1 I ,• , -I 1-1 1 1=? &O - •• O 91?0�j0(�''��( ){�Onf SOLID PIPE • LOTI *6‹ A =1 I 1=1 1 •• r a _ �P�•_( rf SIZE VARIES SEE PVC PIPE RISER WI GASKETED JOINT OLOR CODE SURFACE '' r. i �O• t•40 ' f. '''e I I CIVIL DRAWINGS kb!• 00l (SEE MANUFACTURER'S REC.) IIIIIIII (2)#3 BAR _ — ' e• - • •• . �;,i•O — — — PIPE SIZE VARIES SEE CIVIL DRAWINGS (GREEN-SANITARY) _ •••• •)F• • •Q•••• • O _ II- (WHITE-STORM) LABEL MAGNETIC TAPE WITH BLACK LETTERING t v 111T111�•1.•.0�0• •0X00.„. II—Ill—II I — 1 = rQ .,5� SAN. •• a Pacific 41 -III- -1r_7 il , , , -II 111-11I III III 1 GROUND SANITARY: CAUTION SEWER BURIED BELOW.' community V { STORM: "CAUTION STORM DRAIN BURIED BELOW." I -I 11-111—I 11---111-111—I I-111-111-1 11-1 1 1—I 1 PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. I—III—III—III—III—III—I_- I 1=111=11 - Ori Uc7 / g 10" =111-111=� 1 =� � �_� � 8 og o Design p _, ,, Oo Oo• J PLUG 18 1 g LANDSCAPE AREA DRAIN DETAIL 3 GEODESIGN, INC Mir CONCRETE STAIR 1 SCALE: N.T.S ` 4 REVISIONS • l , •° I � ffve MINIMUM SLOPE FOR 3/4'-0 PIPE ZONE DATE DESCRIPTION RIPTIONSCALE N.TS•,0°c �•--� •8•oae PIPE s 0.010 MATERIAL AS SPECIFIED a° _ •. 4" PIPE a 0.020 • 8•. - SUPPORT TEE WITH - `, �`` BEDDING GRAVEL, MINIMUM 210" WIDE ELEVATION SIDE SEWER / SIDE STORM PIPELINE - DRAWING NO. 520 REVISED 12-06 Our commitment Is clear. IlI✓IVIL E (1§ PAF x w � aG 1 Nf � F I . `��-' s4a.5OPE 3 N. I 12" v OREGD 1 k I } cG�y N 9, �po�� oQ r, .� C• SCiiW A1' D- i.% `0. EXPIRES: JUNE 30, 2016 v' !,,, ■ !l i1 °i�42triMgUM TO IRRIGATION c� 1 1/2" RAIL O.D. PIPE I 1� ,a 12" 12" SCHD. 40STEEL :GI -wl , River Terrace -� GALVANIZED AND TYPICAL SECTION WITH NO GEOGRID IN UTILITY ZONES FINISHED WITH HIGHt :. ":1..) PERFORMANCE COATING Northwest insAS SPECIFIED TO RESIDENCE 1 112" ril STEEL PIPE /I ALL WELDS - 1/4" N HANDRAIL SMOOTH PLAN Swim Center D ,n SEE CIVIL DRAWINGS FOR Construction Documents -- GRADING AND DETAILS METER BOX DOUBLE CHECK [BEI-IINDmE WALL VALVE ASSEMBLY cn, i 1Z �` a * .. - �rrirr1lll m ill. . SEPARATION GEOTEXTILE CONCRETE b 1 1 1 1 / ��\ —N ' I ' �' r ALL POSTS TO BE \\�\\ \\ \ \ \.\\��' +si=1'1r'1,E1 ' tl, STAIRS � �\/\ � 7 a, ' \ • N VERTICAL AND PLUMB r��`\\��\\� �\\// 12„ - 18" DETAILS vi Ji iD. � //�/ Q , i'.7u1 IN i. F>l D Os, FINISHED I\\�j \/ TABLES CRUSHED ROCK MAX PARTICLE 3/4'CLEAR OR iiiii - irT '� VARIES d'�5`a AN •_• �,• .ii ' "� WI=LL GRADED WITH LESS THAN 596 FINE.. iitiiliSOlt*._ • ' g • ger -0111- C7I� t11« STRUCTURAL X0411 ' Frrl , .�V•• 'rv• d•• co 4PILI_ .. �,., • + ^�'� .` �. , 71 .. Lof t a •4'r So ••iA !'1,4'041.0 w%rel • cps ��,■. r PE' DH ` ,. 1 UNION EACH SIDE �':.. , ,•,' � 4'0 1.0 i FOUNDATION PAD 1 ' ;: _I.`�'�Vi.. �T�f .. . . OR FOOTING I+ TABLES • . ^ .- • cp ,hfi:F .r __ _ j_ L J�•( ;L (; I )8)-- U; e () 7,J;1J; CRUSHED ROCK BASE ELEVATION U FINISHED GROUND PER CIVIL •��k'���Jfl, i , cT .. •• •• • •• •• •'11 • • • -` • rlr CRUSHED ROCK PER kr l" r r " fr " v " r E DRAWING1 • . •• _ �. • • I `�` eZE4 RIQ' 'AS DESIGN TABLES 1 —1 1—I 1- I- • '- r -1 1 • .1 _ _ • INSTALLATION SHOWN IS ONLY A SUGGESTION. 3 1101104..11111i.' CONCRETE SIDEWALK =1 1=1 I I—III—III' Ii 1= •. 11 PER E]ESIIGhi ' (, oo • .I` TALES D�``PERFORATED I=III ��' ;r I \ 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. "1 SPECIFIED BY ENGINEER CONCRETE SIDEWALK =I I I=I D �-- -' =I I 3/4" COMPACTED 1ST SUBMITTAL DATE 5/9/2016 EMBEDMENT AS SHOWN 114 ..._;;,�H._-.'__�'- +ri ._, .� _ "' RETAINING WALL DESIGN Tana �Ii�-d- -�I,. .�k•I• • • �I • _, ��,,�,', .�,��� :;,�,,.�,,� �fi1=111- �- � � 1 k• =III CRUSHED ROCK 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 2ND SUBMITTAL DATE 6/6/2016 ' �.�. I - COMPACTED SUBGRADE - �� DEPTH VARIES COCKS IF BELOW GROUND INSTALLATION. '> •I-•=-• �e.-ii_,.,.:_„_,,_„_ =[[- III _1 �_.'; - _ III 111= C1 _u7i;ii=_[i__ "_rx[[ •s 1.11 c['_ COARSE _ _~ y CrONCRETE COLLAR I I 1-111 c� , - I I I l 'I._.�� AGGREGATE =11 1 1 a • ”: •• + �• k• --I I == 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, L!, HANDRAIL AT CONCRETE STAIR I I-- •••• •,* •• _I 1=11 1-1 AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 3 =11 1=I = 11- 1 —I 11-111 FOR INSTALLATION. a GEOGRID SPACED EVERY 2 LOCX+LOAD BLOCKS (APPROXIMATELY 32.U+I�CIIIESI. 11= I 1 11 —1 I I—III—I I 1=1 - APPROVED BY: L-1 FIRST LAYER OF GEOCRID PLACED AT BOTTOM OF BLOCK: SCALE: N.T S 4 124--- NO SCALE o, AGUSTIN P. DUENAS j -, /- ENGINEERING DEPARTMENT IRRIGATION DOUBLE DWG. NO. co TYPE A RETAINING WALLS - LOCK AND LOAD y:A: '„ago Lt5 FAX:nom © t 72, - MARCH 1998 CHECK ASSEMBLY 531 5 co0. MOON APPROVAL DATE L Q Z ELEVATION DATUM: NGVD 29 GENERAL NOTES: LANDSCAPE PLAN 10• •,•y.17.,.,.,1-;.--'. '-:!.. •-- I/ 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL Al r -y ' , ; _ �.;_ ; : ,- ,,.: .\.-...,.,.::::,,:,;„,..,..00.00. • . s� UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL � ^` .;" :.-"7,‘,,i,'. r p 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. JAiL ' MULCH CLEAR OF SHRUB STEM BASE 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT LIM ' BACKFILL SOIL START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF ;� `i f I�,�,. WORK BEFORE STARTING.FINISHED GRADE 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH SEE APPROVED RIVER TERRACE ® rQ J — I = :w — k — _ PLANS TO ODR. R,:ve„„ -r,v....,a, NORTHWEST NEIGHBORHOOD PARK r " Q z —I1I— —I!I,k - 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED UNLESS NOTED OTHERWISE. i ,/iarehea � CONSTRUCTION DRAWINGS SHEETS .14V44 ci:iI- o- I' 11=_111 ",',I l SCARIFY EDGES AND BOTTOM lr � L5.03-L5.04 FOR PARK PLANTINGO — "'": '— jT■, O ❑ _ ,k !:z — I I_ OF HOLE 5. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL Ilifb*ft*tir PLANS, LEGENDS, NOTES & DETAILS. _— }• —i f— i <_111=1 = BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 4 _ � ♦ �i� r-I�I-111-111-11I- ,�•� tA44, �, - T� ! I�I 1- I I=I I I=I 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. „ -T., II . 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A wit�� , • % `Applip DIAMETER OF " rei° • / SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & PRI ROOT BALL + 12" EXTRANEOUS MATERIAL OR DEBRIS. «fit," ® fi38. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS t�.♦ ��y��,��`�.�,1'r!��, i , AND ARENOT GUARANTEED AS ACCURATE REPRESENTATIONSOF REQUIREDMATERIALS. THE POLYGON NW COMPANY •L4'lr O,O,CO.OQG.QOira>c�, SHRUB PLANTING DETAIL 1 CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND II _ SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG SCALE. N.T S AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL 6. GOVERN. a, l1111■111 ■1■■■\� 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND a »1 ■■■■i Pac�f�c ,f� 77JllNP ,i•i■ ■■■■I!. ■I■■■■ DRAINAGE SYSTEMS.� LAWN Q fI I Community 816 S.F. I■■■■■■■II■imminion ■1■■■. 10. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR • i�� �3�, SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT Design 01,--10"c16 ' 4 ��■.■■■II■ ■�■■■�mum OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR.4 �j0�► "GROW STRAIGHT'TREE TIES11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD gulli gl� i■■■■■■■II■ ■I■■■■ TI Q �� _ EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. II fO` ��■■■■■II■ ■■■■� GALV STEEL WIRE; LOOSE 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING GEODESIGN, INC Wilk1.11014°"1 IMO TO ALLOW 4 OF MOVEMENT OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES SHRUBS LAWNS AND . IN ALL DIRECTIONS*TO � ilk ti��'' !�■■■■■1I■ ■�■■■I ��� OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, E ., .._, ,,,, WHICHEVER IS LONGER. REVISIONS;11■■■■■�■ ■ ■■■■ FINISH GRADE DATE DESCRIPTION elsMULCH AS SPECIFIED I M■■■■■. ■�■■■■ \ igtA 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS CUT AND REMOVE TWINE,:„\.����Mif ►yI KEEP MULCH CLEAR BURLAP, AND WIRE BASKET AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL-- 1�■■■■■■II■ ■I■■■■ \ OF TRUNK BASE�� I FROM TOP AND SIDES OF ANALYSIS FROM THE SITE. � jai/ d ROOTBALL. 1 11h11111Hhi:•■■■■■■ ` t , 2"X 2"X 8' WOOD STAKESwN �����.� nSET OUTSIDE ROOTBALL ON 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE ,i ,...00°1 � 49 S.F. `�. J �; r WINDWARD AXIS (REMOVE 3' UNDER FIRST LIMBS T. 5' HIGH. COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, u000� —�,.�1i■■PM■■■��N■■■PAIM■■■, ' ,•,tum► I�■ ��1m1��1�.1�IIII�■��11■II�. �� AFTER ONE YEAR) -� WHICH EVER IS LOWEST. AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. ‘41 s y J LV MAP eta` 1, r- -..«'=' .� �_ 74 ' � ,I6�.?,� R4•�� ^rf"q ,'r`:,Y, Th '4h-ri 1 �-- • Q n i n � V_.-� %. � 0411� "K\i:4":. .t A0+•-. 4 TNA.RA y�tt\i�\i ir,. .. a •4%-4.iketw\a ss:. ✓Vv. '^--- • — �a�?115�,,_.,� „ , ♦ <9,�zr�:,�. .,..> � � ,�,"',`"; �,.',n,� ,� * ��is, .,,-.„�,..,i �in..g� ♦ ♦ �.,�—.:,,;,�-, .,,-„ ,;,.� ♦ a . < � � m 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK 00 4 �.. �v,, �►�,. Q` � ti'Ifi1 ` •'3"�`Fi`�1►.� ri O O�i +►�a�4vr;�:�►��000� BACKFILL SOIL z = f I I- = NOTE: STAKE ALL EVERGREEN TREES �Q ` ti �� � � ;�.` ; ll 1=1 I -01E LESS THAN 4” CALIPER. DO NOT STAKE MULCH WITH NO FOLIAGE COVERED. =1 I I cc I — 1—(I• III. O o VINE MAPLES. TREES 1 112" CALIPER ° 1�JUNP 13 J�N�. 13.JU1QP 13]uNP ° M I C— — = I 1- AND LESS SHALL BE STAKED WITH A 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM • r \ �I I I 111111 I I�I.I I 1 ” SINGLE WOOD STAKE UNLESS THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR • -1 I I—' ' '- OTHERWISE SPECIFIED. WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE il /‹..,..______} - k________Isi G �' =III- REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE I 11 N Y - \ ► Cj , DIAMETER OF REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. �+ r ROOTBALL+ 12" 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL �v� S TE4� 1 c2TREE STAKING DETAIL �� BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, 3 • • M ® I- . ` I INJURIES AND DISFIGUREMENT. .i7---,Th„) • ' i• �r- --- --- - - • --- ;, -- - • -- - SCALE. N.T S �.O�, 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 kfor TT) AND/OR QUANTITY OF PLANT MATERIALS. A, ,,_ 0SWIM CENTER - PLANTING PLAN % OREGON4ti 19. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM 5/09/97 ,� P. DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION bjPWNSTREAM OF THE WATER METER. + •o C River Terrace D SWIM CENTER - PLANTING LEGEND Northwest NS TREES SYMBOL QUANTITY COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION �� //' A _V 1 __' GROUNDCOVER PLANT I1 >� , ,�r� MULCH rn/ Construction Documents 3 4ft1 \�/ ,4 \ �/ �,�, AIv/ -7-11P' `� �, FINISHED GRADE Irlypip_w(5 1 JUNE SNOW DOGWOOD I CORNUS CONTROVERSA'JUNE SNOW': 2" CAL., B&B \ `�� /\ /�'� \/ \/ � /�z N �i \-�� � �/�/� la�/ 6" SPECIFIED z - 4 ARMSTRONG MAPLE/ACER RUBRUM 'ARMSTRONG' : 2"CAL., B&B /\ � \ \ � \ -`\' \ BACKFILL SOIL //��//��/��/��/��/�`//��/��//��//��//�\//� NOTES: LL/ 12 VINE MAPLE I ACER CIRCINATUM: 8' HT., MULTI-TRUNK \.\\"/\"". \\/\ \\/\\ \� . \ THOROUGHLY MIX INTO SWIM CENTER IE A DEPTH OF 6" SEE RIVER TERRACE NORTHWEST PLANTING L EVERGREEN TREES . . CONSTRUCTION PLAN SET SHEETS LI.01-L1.06 �,`� `� � FOR STREET TREE PLANTING PLANS, LEGENDS, (1 SYMBOL QUANTITY COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION ..��4:.• •.•.��•.•._�' NOTE: TILL SOIL SO THAT NOTES & DETAILS. P LAN Q 15 RHODODENDRON 'JEAN MARIE DE MONTEGUE': 3 GAL. �♦��♦�����♦44 THERE ARE NO CLODS OR SEE APPROVED RIVER TERRACE NORTHWEST 12"THOROUGHLY TILLED SUBSOIL CLUMPS LARGER THAN 1 o 0 7$ CRIMSON PYGMY' BARBERRY 1 BERBERIS THUNBERGII CRIMSON PYGMY: 3 GAL. 112" DIA. NEIGHBORHOOD PARK CONSTRUCTION REFERENCE ONLY 11 MOPS MUGO PINE/PINUS MUGO'MOPS': 3 GAL. PLANTING PLANS, LEGENDS, NOTES & DETAILS. in DRAW/ GS SHEETS L5.03- L5.04 FOR PARK NOT APPROVED WITH THIS PERMIT } ORNAMENTAL GRASS _c SYMBOL QUANTITY COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION GROUNDCOVER PLANTING DETAIL ( FIELD ADJUST TREES FOR VAULTS, LATERAL i LINES&WATER METERS. m >� 72 DWARF FOUNTAIN GRASS 1 PENNISETUM ALOPECUROIDES'HAMELN': 2 GAL. Lr O 1 1ST SUBMITTAL DATE 8/14/2015 SCALE:a N.r.S p 1 a LAWN AND GROUNDCOVER 2ND SUBMITTAL DATE 10/01/2015 `� � , a SYMBOL CODE QUANTITY COMMON NAME 1 BOTANICAL NAME: SIZE AND DESCRIPTION � .'"1, ��� ;14- io ►�'e;��.- rllil1TlII1111111711111Iu1r!l�t�► ����`��`��.� JUNP 129 BLUE CHIP JUNIPER JUNIPERUS HORIZONTALIS BLUE CHIP 1 GAL., 24 O.C. -,:•: .. ���,, I =Ilrll i Mrr� c LAWN 1,165 S.F. PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. h III 1111 —f =-11i ►� •. • AT A RATE OF 8 LBS11 Q00 SQUARE FEET. gi��r���Ml� IMIr '-'111110 a NOTE: ig,m=F.■w.// IL 0 1. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY E�---— ':�..num•� CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER pi:1: �E�Cp 11111111 o METER. o a SCALE i 3 20 0 10 20 L6 . O1 N a En Em moi 1 INCH = 20 FEET Z ELEVATION DATUM: NGVD 29