Loading...
12125 SW 69TH AVENUE 1, :I 1 4.4 • - m � f ' •r � X0,2001 kL 1121 S W Salmon - Suite 100 11*t Portland, 5 —_._..--------'•- �' -___..__ _ ._.�__.___-....---- - - _ - --•.-._.....--------•--- --_.____.._.,._.._ R 9; - -- __ Tel50311~120 r,J _...... Fax 503 221..07 r . ................... A.J IJ u • L' J '�..l s 1' �;.v 'J.6.J /2 92 5d _ _ _-ice'/ 2 ' -_273_ . 274 ------ 273 - ------=--- --- - ----273 ------ - 27 273 - 3_ 274 } ---- _ 27 _� I I I IF_ �j' I ✓ I , I i W �� 272 "All � BUILDING A i = Ct 1 •i.- - -- -._ EXIST. NEW y i 271 —271-1 1 _..... --- cc I' I rll r � , 11,1 � �, 'li 1,•�, -- - --- - �� -�__— .—�-�••--- -•s--air` 7 69�, - 69 Lo I �i I r/ 1\\ � �.�. .- -- � ,- _ cc -------2/1-------------- - �`268 ¢ L a k g , ,, , 1.1te ll ` 0 --------------� ---------� II 267 -_- '-.-_ -_- _.__ -____.._._� D �7f"L�.1/` ��Ild�,[-�'"• 11`l ti' �: !-r ED 'OCA, C6 RI 265.00 266 .1 26 - --" 1 � ' 260 --- - -- -- ---------- - - 1 266 - r I - --- 268 - ----------------•-- �" � I.� �` �;; c � \ ,26 ( �i 266.3 r1 E, I 266.3 I' a ,,r r• ��� � � I ;, 766• .. I ABANDON EXISTING EXR. ISTING GARBAGE NEW --1 IL j ' ENCLOSURE - DRIVEWAYP::,noSPOCial 0 a SmOko-Control Systa,ns V UthN inspections 6'-0" f LANDSCAPE AREA wHEELSTOP (SEE SITE TiOl,r, 6" EXTRUDED CONCRETE wHEELSTOP SITE GRADING PLAN NEW TOPSOIL AND CURB SECTIO'I 2 _ �% SET IN EPDXY. SEE SITE PLAN FOR OOSITE 1 -20.0 , SEE SITE PLAN 1��—— _- LOCATION cr AND/OR FLOOR PLAN TOOLED \ C Q SITE DIMENSION 6' LONG PRECAST SLOPE 2X MAX. EDGE r'� SEE SITE PLAN `IV I—I -Lj=1 1 I 1'-6" fl'm—m�7�—� CONC. CURB STOP rllu41!1' i1'I C p d ---1 a — r� PRECAST �, �, DING LEGEND ~ d / STOP BLOCK fV lV �/� I\ \yw ' 4L N - r♦� EPDXY BOND MIN. -'-- - /\/\ c� e3 - -1Sq _ EXISTING CONTOURLIN � ��+,� CATCH BASIN 1.5' —� 155 ` NEW CONTOUR LINE • MANHOLE � Dep n � o0 o a ab wed t 2 � a" OF COMPACTED a PAVEMENT p MANNUIILITPOLE ;HEFT TI r(E CRUSHED ROCK BASE j\/\\; nji\;'`: 1 5 5 COMPACTED SUBGRADE $.. 1Q 6" x EXISTING SPOT ELEVATION FIRE HYDRANT ASPHALTIC PAVING AND BASE ROCK . 10" 5/8" REBAR ASPHALT PAVING AND BASE ROC` SEE SITE PLAN v1 0 MIN. ANCHOR (TYP) NEW SPOT ELEVATION Q METER SEE SITE PLAN FOR DEPTH 6 6- a PROVIDE STAKE SEE SPEC's OV UTILITY VAULT Q TRANSFORMER AND PAD l- - - NOTES. 6" HIGH EXTRUDED CONCRETE CURB n a e a 5/8,1 EL ELEVATION L SET IN EPDXY, PROVIDE JOINTS AT REBAR VALVE BOX COVER 20'-0" ON CENTER MAXIMUM. B.M BENCH MARK ® - -------- 1. PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5'-0" ON CENTER. -- T.O.C. TOP OF CURB LIGHT POLE B.O.C. BOTTOM OF CURB �6` M.H. MANHOLE ire WALL MOUNTED LIGHT • �_.._ ______ _. 1 TYPICAL SIDEWALK SECTION C.B. CATCH BASIN < FIRE DEPARTMENT CONNECTION DATE _ 3,29 0 ' 1 S:\Site-sid.dwg , e ,'_D- 2 TYPICAL CURB SECTION 3 CONCRETE CURB STOP S:\Site-crb.dwg 1 1 -0 SPEC-B.dwg 1 N.T.S. CHECK: CITI es ri�,�•i117 1, DRAWN BY: W Approved.._- —.................. ... ( } G�ndltl)nails;Apptavad. - 1„e war �_dcscribed in: IU PROJECT 96202 For 0"1 '-1 99277C1 O DW PERMIT td0. -� l gqe L91tef t0'. Attach � Z job Address _U,11P ciao I b ---- -VLMK PLOT DATES j 9/10/99 13 28.50 WTW 12126 8W 69th Ave 1/26/2000 16:1.1.32 PEM SIT 2000.00010 1/27/2000 9:17.29 PEM 1 of + 3/8•`2000 13:53.6 PEM 3/1 /2000 16:39.20 CJM 99277C1.0 dwg 3/18/2000 12:6.27 WTW =0 LRS ARCNII! PERMIT SET 3 - 29- 00 11 T" 1 LEGIBILITY STRIP cm 1 2 3 d 5 6 7 110 III I'2 113 1'4 i i ijle 17 1'I8 119 2l0 21 22 23 24 25 26 27 28 29 30 ipmm.l tm CDA 31, NONI• 103 �IiIIIIIIIIIIIIIIIIII�IIIIIIIII� IIIIIIIIIIIf�j��j� ��� ����� � � 1� �� 0e ••.w�.w..*...-ni..1�.n41klw,p.MIgNN1�.M«.a.�..........i:.,.�• �. Id . �. .. �+M* +IMrRIM+w•w+••nn..,.,r-w«I.YMyrM11«,w-.....�..,,.ry".»......_..,-.,1-..0,..,..." ..,•"-.�,p•.-..-.,..-.ar........n-.._......w...._,.... .m.n•1. ,m+.�..,-r.el.. ...y,,,.*..".-.n,,.T',.,..:....rv,.ne„�•M�.....PMMMMI..IU.M,�•.w, �E.O PRp`F NGIN\ IFg E KNhJ l -- ..,_,ros�.a. �_-r.._._ - ...:«�.,.:+i.-f�....+oarw�•.nw. ......•wso:..�w.a.wav z-yrs.. _ca,.s.�avar.:+aww•..r.w:_ _.�.a.w.....+�.� __ _ -_ Y� �-__ -" _—_. _....— _ _ __--.._ � _ a.r•=a•�r..•+..r �....�..���. ate. .{- ..— __ _— --_ -•-.__. —_ — - —._• -• r, 11�� 4 M SBlmo Suite lot) Portland, OR 97205 — — _ - • Tel 503 221 1121 TM — — — ,-ss-. - I' ex 503 2212077 '�^— * � — - --- ---- - _ r _ a 1:1 I 1 r- - - -- -------- -- - - -- -� �� I r T _ - - - Z r ! ' O z < - I rF.D.C. s �,l T jD 1. 9 in cc Lu zx uj CC cc CC 0 - C.B. RIM 265.00 f I LE. 263.00 cc c I 1' CONNECT TO EXIST STORM I I v I SEWER -8• STS -_ - S-0.025' II ..._....�.�,. MIN. { -NEN FIRE-_ -+ - -- _L-4- ABANDON -- _._. / SEE DETAIL 1 I I I . , . . L ! i I 2 _ ... L, -- --- L- - - - - - - - - - - - - - - - - - ABANDON CATCH BASIN -77Q Q. NOTIE- 8 ACCESIBLE PARKING SPACES WILL �- BE PROVIDLD, ONE WALL BE VAN ACCESSIBLE 1 UJI i 2• THICK C.I. GF.••'.TE (�'-�� x 2'-0•) FIRE HYDRANT � 'A —EQUALLY SPACED '' DIA. HOLES SITE UTILITY PLAN VJ OOSITE 1 -30.0 2' THICK, 30,000 PSI CRAY IRON, I � /�„� SITE UTILITIES LEGEND �` HEAVY DUTY CAST IRON GRATE. n /'SAN NEW SANITARY —PLUGGED ACCESS EXISTING SANITARY dElM RIM `1.' FINISHED GRADE CATCH BASIN - - — SEE PLAN :\��• I ��\�/\ — — — /'ST5 - NEW STORM n'+ER i + N - CAULK FITTING WAILRTIGHT I E-- NEW EX]ISnELECTRICAL NG STORM SEINER • MANHOLE �- UTILITY P01� EXISTING ELECTRICAL TO CAULKING HUB W NEW WATER CONC. -,rIRUST FIRE HYDRANT - - 0 __7 �, D.I.P. ORIFICE BLOB( REQUIRED VALVE BOX �M METER N FrnNG / EVAT1oN DOME TI WATER REVIEW J BLARING AREA - PIPE INVERT 2.1 �' �' "- A (2) 3/4• THRUST R005 OW DOMESTIC WATER Q UTILITY VAULT ♦ MAY BE SUBSTITUTED CONC. THRUST BLOCK FW FIRE WATER �T TRANSFORMER AND PAD L'1 COMMENTS 4.24.00 a SEE PLAN ; -- FOR THRUST BLOCKS I.E. INVERT ELEVATION .` LIGHT POLE C.O. CLEAN OUT -- OIL TRAP WITH r 8' C.I.P. - M.H. MAN HOLE ': WALL MOUNTED LIGHT CLEANOUT I 4 r C.B. CATCH BASIN { FIRE DEPARTMENT CONNECTION SQUARE I "'71 ' 1 VALVE J THRUST BLOCKING i NOTES � � / e � �,.__— � ► . A.) CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL WITH ALL JOINTS WIELDED. 99277C2.O.DW� B.) OIL TRAP CLEANOUT LID TO BE PLUGGED ACCESS A ; � i • C. CALK RPE TO CALKING HUB. ' � ��� /• D. SET CATCH BASIN ON 6• THICK COMPACTED CRUSHED VARIES `/� ROCK OR SAND BASE. — MAIN UNE TEE E.) BACKFILL AROUND CATCH BASIN WITH DRAIN ROCK. FL SIDE OUTLET CONC BLOCK MIN. 4 CUBIC FEET CRUSHED ROCK 6* FL X M.J. FLANGED v/15 PLO' DATES C2,0 AROUND BASE FOR DRAINAGE GATE VALVE 9/15/99 16 TES RMC 1 TYPICAL CATCH BASIN DETAIL 1/2/2000 916.52 PEM 2 FIRE HYDRANT 2. S: CIvEq-cb.d�q 1 2 1 -0 S: CIv92-25.dr 1 1 -0 3/�88'��//2000 9234 46 WPWM 2. q 4/1x'200 t1 543?11 17 WT* 992'%C2.0.dwg 4/24/2000 9 25 35 PEM _(f 1k; 4?(�• '± y 12125 SW 691h Ave SIT 2000 00010 2 of 4 ._,.._._._-...-....._..._ .._ ••Mlles!.,...-,�.«_.Jltc....,. .�.-.-r_..�..� ., .:. CT LEGIBILITY STRIP O 2 3 4 5 6 7 e3 9 IO I I I'2 IIS Ila 16 17 IB 19 20 21 23 24 25 26 27 2e 29 30 Cm _ m C DM I Q q 4 J HONI 0 108 LIJ U�JIa�L�i! I U1�LLl l�lllilt�U�1�1�W11tI�lilW 1�11W il�W�Wl1�1�I la.lililll�W.Lu1�l�l i.li U.l�� 1 L la 1 Ll .�l LW iJ SIJ W ilil�1� 1 1�1�W1��1�111�1Wlif� Oz .rte«_...»..._....»_«.-.._._ R'�IIW+.'15f,11•, ROOgw,prY.ry�,.a,•r, .. NSM•-Mn l.+a+..�nnr,• .a'+.M..-r.-..-...�-.n.��I.A•a ..«...,+e•,+n.+M.�►t•+�.MTe'Ta:w• •+.•.+.r..•rtv... ..r .w....rr'�••+res..wr+•t+.+.w»++,xr..ew.n+t.•�+..•'.+nww.• awnw:.r..r•»....•w•e...*.w...+...r..w...w.^'..w�.�w.*7.�w�w.wwww,.«w+rowW.+,rw VIP t r d �1 IL _ •. t .. .. FS., ._ _ - - •- . _ 'mss r , 1 ,y a� •^ r I A -177 _ - - -_-- -_ _ .-. _-._ -","'•_..-- -___.__ _-__.._..,,_-___.,,..�._.__,.�,..-- �.. _- _.__ •+•+-.mss _ -�.�•.•......_ ._ _ _ - ___ _ __ ..- - or - I 7.` if _--- -?->• _ _ ySuite 00``'''' Portland. 0 503c'2R?7r1 r'�.. r - Fax 5034 1.077 -- - - - - • 11 ` op CIO _ L 11 IrBUILDINGA i f I - _ I _,n _i' yi f I 1 Y • _ _ _ _ 'I 41 INLET BARRIER + - V r SEE DETAIL 2 • cc EROSION CONTROL PLAN — STANDARD NOTES ERO-NOTS lC*'VMENDE,D STANDARD NOTES FOR EROSION CONTROL PLANS �- CHNICAL GUIDANCE HANDBOOK, REVISED FEB. 1994) WORK 11T VJII REQUIRE SITE EROSION CONTROL W I' r `a r } - )MPLIANC wI' + c,1510NS OF OAR 340-41-455. SITE EROSION - ---- - -- CONTROL PLAN TO BE APPROVED AND CONTROLS IN PLACE PRIOR TO ,{' �'�. - - - ---------- ---_----- -- - ---- ---- ~' - ♦ ` ,- . - - CONSTRUCTION. 1 I <` - i I aROVAL OF 'HIS EROSION;SEDIMFNTaT10N CONTROL (ESC) PLAN DOES r ; I C , _ _ - �t ` L. � If, 1 r ., I _ I I , ! y,`, ,., _ __ `. GRAVEL CONSTRUCTION �, V '',-'-UT- - _ . __ CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE I ,*: I , , • GRAVEL CONSTRUCTION t',IGN (E C., SI,.E AND LOCATION OF ROADS, PIPES, RESTRICTORS, �:�— - �. - _ y _. STAGING AREA I^t 'f - 1 �' ' ''~y STAGING AREA CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) l I I l r �)�'f - I�f 7 �1 - 1 rI' cl +- i lfY �, 0 ► V th TIiL IMPLEMENTATION OF' THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC - , ,•,r � I I _ FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CON TRAC70R UNTIL ALI. CONSTRUCTION IS COMPLETED AND APPROVED AND % VEGETATION/LANDSCAPING IS ESTABLISHED. I' _ _ - f- �+, - -- -- - - _- -_- - -• -- - - i • SEDIMENT FENCE R•f- BOUNDARIES OF 'HE CLEARING LIMITS SHOWN ON THIS PLAN SHALL I _ � r i' r�\I.� SEE DETAIL 1 � \ SEE DETAIL 1 BL CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING •;' _ _ _ ? •,�[ TYPICAL e TYPICAL THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND -HE r Fl AGGED CLEARING LIMITS SHALL BE PERMITTED. THE rLAGGIN; { I i, Q `.,HALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FUR THE DURATION OF CONSTRUCTION. I THE ESC FACILITIES SHOVO, ON THIS PLAN MUST BE CONSTRUCTED IN ANGLE BOTH ENDS OF FILTER FABRIC CONJUNCLON WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN FENCE TO ASSURE SOIL IS TRAPPED SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN O WATER UO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE EROSION CONTROL PLAN APPLICABLE WATER STANDARDS ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM �m-- 1171 99277C1.0 1 -20.0 :uIREMENTS FOR cc ANTICIPATED SIZE CONDITIONS. DURING THE ''ISTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS ''+Lc DED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT INTERLOCKED 2' x Y POSTS z AND SEDIMENT-LADEN WATER UO NOT LEAVE THE SITE. AND ATTACH TF+E ESC FACILITIES SHALL BE INSPECTED DAILY BY THE TOP VIEW a APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE V (HEIR CU•TtNUED FUNCTIONING FILTER FABRIC MATERIAL 36" WIDE ROLLS '+ 'NE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM Or ONCE A MONTH OR WITHIN THE 24 HOURS ✓` >r: ,�; 1f k ',�: FOLLOWING A STORM EVENT, ; ) �;: r ,S' +,,R q AT NO TIME SHALL THAN . ;' ✓ ,;r_ r x ; Y S LL MORE AN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE L'NE5 SHAD. BE CLEANED PRIOR TO PAVING. � ' r" •, s � :�; •. !� • THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THF: DOWNS*REAM SYSTEM, r I 1 1 I .; STABILIZED CONSTRUCTION F.NTRANCE5 SHALL BE INSTALLED AT THE , I BEGINNING OF CONSTRUCTION AND M AIN TAINED FOR THE DURATION OF b - -`--'-- ------i-i------ THE PROJECT ADDITIONAL. MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE 8' MAXIMUM SPACING�� PROJECT. FRONT VIEW STANDARD NOTES FOR SEDIMENT FENCES: / 2 BY 2" FIR OR PINE POSTS, THE. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT STANDARD OR BETTER OR TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN EQUAL ALTERNATE: STEEL JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER FENCE POSTS ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" X 2' POSTS AND ATTACH AS SHOWN ON DETAIL, STITCHED LOOPS TO BE USE STITCHED LOOPS INSTALLED m ON UPHILL OVER 2' X 2" POSTS THE FILTER FABRIC FENCE SHAT BC INSTALLED TO FOLLOW THE SIDE OF SLOPE m L--- — CONTOURS WHERE FEASIBLE THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A FILTER FABRIC RUNOFF WATER WITH SEDIMENT I DATE _ _ - — Mow Od MINIMUM Of 18 INCHES. MATERIAL- BURY BOTTOM OF \\j%\ GRAVEL (12' MIN. DEPTH) { MATERIAL- THE FILLER FABRIC SHALL NAVE A MINIMUM VERTICAL BURIAL OF 6 FILTER MATERIAL //\ IS- MIN. LCHECK: 1I K NCHES ALL EXCAVATED MATERIAL FROM VLTER FABRIC FENCE IN e' BY 6' TRENCH j�� •d DRAWN 8Y. wTW INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE ry° �, ; A• °8 e8 �-- - __ ENTIRE DISTURBED AREA. / �\� d�4 �d I COMPACT ALL AREAS OF •�\ ae fT � d FILTER FABRIC TRENCH �\//, / . "; e 8,{d° STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE o- MANUFACTURED STITCHED LOOPS FOR ?" X ?" POST INSTALLATION, SIDE VIEW LMII`N� PROJECI:• 96z,'' STITCHED LOOPS SHALI BE INS'AILED ON 1HE UP HILL SIDE OF THE99277C3.UW�.• SLOPED AREA. ' SEDIMENT WIRE MESH WITH FILTER 5 FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED FABRIC ON TOP THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN �FlLTEREp PERMANENTLY PROTECTED AND STABILIZED. WATER C3w0 , 13 FILTER FABRIC FENCES SHALL BE INSPECTED BY 2 INLET BARRIER APPUCANijCONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT � SEDIMENT FENCE LEAST DAILY DUPING PROLONGED RAINFALL ANY REQUIRED REPAIRS 12125 SW691hAve S Ero-sedf.Jw S' Ero-OR dwg 1/2" = 17'0 S'T 2000-00010 SHALL BE MADE IMMEDIATELY \ g 1 2 = 1 -0 1 of 4 VLMK PLOT DATES: 0 LRS ARCHITECTS 9 99277C3.dwg 3/18/2000 15:3.27 WTW i -- PERMIT SET 3 - 29 - 00 LEGIBILITY STRIP O I 2 3 4 S 6 7 13 9 10 11 12 13 Ila 16 I17 18 19 2D 21 22 23 <^a 25 26 27 2E 29 3o om . C DLI 11 01 T 4 q_I ""II,* OL11u11.1 d.I Will LI.1II111.I1.111h IAI I'd-11 I I I I.I L111 I.1111111 I.I1111�I.i I I.I EI Lb Iii 1111 tli11 W-�I.I I��ua.11.1111111 LI.��Ili 1�1��I�I.II�u111�L�IOW 11ilt1�I il��11tLIJ ° F< .._ YI�INIMYR,. (,.:. _ .. .. �pN{ nr�•+.•.+w'+M+'Yu+•r+a ..... `M7kTMlN'y9'M"RINwrM1R. ..»w•r.+rtwn+ra-+•gMu�'ASMM. -.,....... .. _. _ ..... ..._- _... ._.... ._ .. ........ ._.. ....." _-..-..v........w....-.a,.»............ ',; r 'I �- 74 . `RES OREGON �7 1 AL 15N TREES IN BETWEEN-- - \ WINDnW5 (TYPICAL OF EACH ELEVATION) -, GSM 1'G 71111 , 10 GEE - - / 5 58V- I _. _� E On II- 10 ZL -- / 5 BNR — — lllJ a 5BV 12 017GEE A_ S'v : "RE '\ �E-wEEti w ti�OW5 (7'rF 6 DwE -f 21 ZL =BM "All 4 DINE ---- — — IE-- BUILDING A 8 RH I' 4 DWE -- _— _ _ �— — --- it oo — 11 ZL _ — — — _� --��---- — -- — —_ �C 6 DW._ IF— 2 SE� _ 4 OSM W I 10 ZL 5 VM 0 30 FGR 11 - _ s, J 7 05M 1. — -- -------- 8 ------j ----{: _ — — 4 N - � O I 2 a C7 N1 O — -- E-1k1 WP 5 AR --- 5 PA �-6 ARB � I- — --- -- i � S VM 1 wu i �" HG ✓ G S N _707H AVENZ Q J LANDSCAPE LEGEND SvMBOL COMMON NAME SIZE/COND. SPACING SYMBOL COMMON NAME SIZE/COP,ID. SPACING L TREES BOTANICAL NAME SHRUBS BOTANICAL NAME AP Aristocrat Pear 2-1/2" cal. 24' o.c, GFS Goldflome Spires 3' o.c Pyrus calleryano 'Aristocrat' Spiraeo x bumaido 'Goldflame' 2 gal CL Chancellor Linden 3-1/2" cal. 24' o.c. KSV Koreanspice Viburnum 24"-30" 5' o.c iw Tilia cordata Chancellor' Viburnum caries;! Leight/sprE-id CSM Crimson Sentry Maple 3" cr,l, as shown RGD Ruby Glow Daphne IE1'-24" 3' o.c. Acer platonoides 'Crimson Sentry' Daphne cnc,orum 'Ruby Glow' spread DF Douglas Fir 4" cal. 10' o.C. RH Rotunda Holly 18"-24" 3' 0.C. Pseudotsuga menziesii Ilex cornuto 'Rotunda' height EBM Edith Bogue Magnolia 3" cal. as shown SBV Spring Bouquet Viburnum 24"-30" 4' o.c. J May,Iolia granUiflora 'Edith Bogue' Viburnum tinus 'Spring Bouquet' height HC Hogan Cedar 4" cal. 6' 0. SV Shasta Viburnum "- 5' o.c. Thuja plicato 'Fostiglata 24 3011 Viburnum plicatum tomentosum 'Shosto'height OGM October Glory Maple 3-1/2" a.c. as shown VM Vine Maple 6', B&B 8' o.c. Acer rubrum 'October Glory' Acer circinatum PA Potmore Ash 3-1/2" col. as shown WP Waxleof Privet 24"-30" 3' o.c. Froxinus pennsylvanico 'Potmore' Ligustrum japonicum 'Texanum' height TP Thundercloud Plum 3" cal. 15' o.c. ZL Zabel Laurel Prunus cerasifera 'Thundercloud' 24"-30" 4' o.c. SHRUBS Prunus laurocerasus 'Zabeliono' height/spread GROUNDCOVER ARB Arborvitae 2.5' o,c. ® Common Periwinkle 4" pot 18" o.c. SHEET E ` Thuja occidentalis 'Pyramidalis' height Vinca minor 'Bowles' BNR Boule de Neige Rhododendron 24"-30" 4' a.c. Lowfast Cotoneasler I gal. 30" o.c. Rhododendron 'Soule de Neige' height Cotoneasler dammeri 'Lowfast' � COG Compact Oregon Crape 2 Gal. 2' o.c. Annual Flowers 4" pot 8" o.c. __-- Mahcnia aquafolium 'Compacta' Variety by owner, To be in bloom at time of opening. jDV David Viburnum 2 gal. 3' a.C, Sod Lawn/Seed Alternate I Viburnum davidii DWE Dwarf Winged Euonymus 24"-30" 3.5' O.C. NOTES Euonymus plata Compacta' height I. Irrigation shall be provided by a fully automatic underground system design;build FCR Flower Carpet Rose I gal. 2' o.c. by the landscape contractor, i Rosa x Flower Carpet 'Noctroum' 2. Plants shall be spaced as noted above unless otherwise shown on the drawing. 1 DATE GEE Gold Edge Euonymus 24"-30" 3' a.C. If a variance exists, the plan shall prevail. Euonymus japonica 'Aureo-morginato' height 3. LI buffer landscaping along S.W. Dartmouth Street shall meet the 3-fool-high and 90 percent opacity within 2 years. CHECK: LANDSCAPEPLAN 4. The proposed shrubs shall providA a balance of low-lying and vertical shrubbery. I DRAWN BY. 5. Refuse containers shall be screened with appropriate plant material. 6. The required LI trees along S.W. Dartmouth Street shall be located outside of 30'—Q' the right-of-way. PROJECT. N ,1UGAR4-6 lD I x. 1. 1 12126 SW 69th Ave F t 4 of 2999;9010 � 5 � 5 r© LRS ARCHITECTS i C IT ,y..:. LEGIBILITY STRiP IOmm.itm O 1 2 3 4 5 8 7 8 9 10 11 112 113 114 1'6 1'7 lie 119 210 21 22 23 24 25 26 27 2e 29 30 . -•. of z l IJ. 1 lJ.ILY�+ +�i�i�4�LiYLYWlii 1�++�44LJ�JjL L1 A11Y� fi HON) IOL .�1,L�lt,l�tlJltulit�lllilt!�.1.�,W11��1111111�W.t1�1�11�111t1111L1�1�I1L1,1�1. ° C D . .. .. .. , .. , ��Ran�NARlal+n+lgri.-ls��r.+M�en..w�rve�n.+..«...,�..,.. w..^.'�++P'.!rM1"'w+TaM+"e ..M�w�r.rn��EOIN I MOO .-....:e..«..w*""h.r ......w....rn...Mp..+�r+.+."s��.,M�.�eMMf�M.!w•�nMwn... �i