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Plan, Tentative APPLICANT 11/9/2022
EXISTING BRENTWOOD ESTATES COMMUNITY BRENTWOOD ESTATES COUNTRYSIDE BRENTWOOD, LLC 317 30TH STREET SPRINGFIELD, OREGON Tax Map: 17-02-31-00 Lot: 4700 R9 _A :4411 A, I 30TH STREET TO VICINITY MAP MAIN STREET PROJECT SITE NTS SCHEDULE OF DRAWINGS L1.0 COVER SHEET L2.0 SITE ASSESSMENT OF EXISTING CONDITIONS L3.0 SITE PLAN L4.0 GRADING PLAN L5.0 LIGHTING PLAN L6.0 PLANTING PLAN L8.0 TREE PRESERVATION PLAN C1 CIVIL UTILITY PLAN DESIGN TEAM MEMBERS LANDSCAPE ARCHITECT PLANNER SURVEYOR CIVIL ELECTRICAL THE SATRE GROUP LAND USE PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: JOHN ANDERSON, ASLA johna@satregroup.com THE SATRE GROUP LAND USE PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@satregroup.com ROBERTS SURVEYING, INC. PO BOX 7155 SPRINGFIELD, OREGON 97475 (541) 345-1112 CONTACT: KENT BAKER, PLS kent@robertssurvey.com.com BRANCH ENGINEERING 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: Nathan Patterson, PE Nathan P@branchengineering.com PARADIGM ENGINEERING 85193 APPLETREE DRIVE EUGENE, OREGON 97405 (541)285-1680 CONTACT: Jim Krumsick, PE Jkrumsick@outlook.com LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-08-2022 + 4AYMSCAP€ARCHITECTS + E000�p a12. 2 . �M= of ao�;oWos Ow o�wt O � m EC W LL 6�w 06� W V U yoipa cd CL o s=py y.¢CR M.. W S hi 4OZSTt4� �10 �d r 70 C.ANDERSON Y OREGON U 8-13-19 U) w L F— LJJ Q Lu w N o M r 0 N O 0 LL W Lu w Z O LL W o �' N M Z U LL r K m a M � Reaiama # Dale D crptim s E R rc = m a � L1.0 w. + LANDSCAPE ARCHITECTS `b m mw �Epo EASE ENT sw�.Wz w6 12 O c°o°8w S'aq CL w� aso�o6 NOTES oz In w ola ¢o6wi a. wowz W V U D:U) f0 CL o �3 a y.¢cqItCI � Fz w gall ~ z o o I 1. VICINITY MAP PROVIDED ON SHEET L1.0. In (�d • Lp[Fyff�/NNYY• • o i aL OREGON w d 8-13-19 PARKING LL 0z O ISI ZH 4MV 477.4w 77.4 Lu �0 Lu Lu 476.52' 476.61• 47].44' APARTMENT 0 C D W O Q� W o W U) ~ w 14' WADE PUE CP02 CATCH BASIN 476.47' 4219' 477'`6•< BUILDING z � . gA SOILS m SCALE 1"= 30' - 0" q 5.93' 4]6.42' 478.61 ,11 477.51. 4]6.89' APARTMENT Q Z� # D81e Desai ORG-URBANLCOMPLEX ,\H#1 M v 475.88' 476.14 46.37 4 .73' 478. 5' 477.as' fTl a BUILDING SSMH 2 47619' ASPHALT PAVING 47].46' OCP#1 Z UTILITY -I POLE MODERATELY ERATELY WELLLDRAINED (0.20-0.571N PER HOUR) 8S \ 4s'zz SSMH#3 CATCH BASIN RIM' 4]5.91' -�- � - 4724, DEPTH TO WATER TABLE 18-30 INCHES • \ \ µ °T • 7AMi6 476zWEXTRUDED CUR 477.05'7.W6oA 2CONCRETE WK .20' 477.494]6. o Rm SII 477.1]' 477.75 Z Ic Z \ SSAIAPL 4Z.85DECID000S"30' pR\ 1.34' M4)7 GARAGE 4 I WELLHEAD PROTECTION AREAS MAP EXCERPT Ii o` u u o a 4]6.58' 76.5' \CATCH BASIN 4.425 p N �I ,,.TENNIS 6' 47].66 A7.1 EXISTING DEV PMENT W N w 46.eD6 476.834�6J9 x77.OIM:4761 `iS �"� COURTS A MTm�nm •8 A- M"' 6'_, y MEDIUM DENSITY RESIDENTIAL v w 476.83 17p�\\�m�as m \ AMps• - - TAX LOT #4700 uy� 15' WIDE PUE . z 47678 sy BASKETBALL COURTS m 4" .53' TRASH 4 .8 79� 477. d' 7].16' {p.14' 6 1 m \ \ \ m AREA '8"R CO CRETE WALK z g < U � U 1,477.40'x77.57 • 14' WIDE PUBLIC ■� • ° m 46.93' > aa x77.ex 7s .\ 0 477.92 '-27.4 � SANITARY SEWER EASEMENT � m rc � 8 o c \\\ 04 4 s z APARTMENT �+ t I APARTMENT d w =47-16 � a w \ x w e6477.42'8� , BUILDING "177.w BUILDING o III ° ?� 47.20' V1 w Q m I i; � x77.94• °°\\ 47159• 47285' \ a]e.n Q an. y FEE: 478.04' ip - 47720' °= FEE: 477.97' I J Lrl I T 10 -YEAR TIME OF TRAVEL (NORTH OF \ , 77-z• g cA a II 63' - 28-8' THE GREEN LINE) w m w __ ss-/P,Za Sg•_T, ss ss ss ss SSMH#5 j1 f 47762 U 478.29' SSMH 4 4]6.24' 4]8.23' 478.35' � -�� __ ss ss ss ss (li ss W�= A" 47.45' S-_775477.1 �_, 10 WIDE PIIE / - , N 89.41'13" W 232.45' RET {]5.J•- ]8.09'. - 426.39' p6.30' 476.36' 678.40' POLETMI m WA oo k� d _� �47�� 9�� �4,ifr-- --- UnUTY p x "''S 47].65 APARTMENT 4793 . 4 uaP� �- POLE x]6.3 4^ ���✓✓✓111 4779' BUILDING 482 12 \ y 6.19' C w w 47265' ]B.z FIFE: 478.22' 477.90' 4RJ8' p W = 4728' 63 w o S• MA I 1 �^ 7 ATgI Bp51 0' x76.89' \ x]5.48' x]525' 20 YEAR TIME OF m = F y 477.80 475.05' 477.8 4781 IM: a]ss'� &03' CONCRETE WALK FLUSH 477.96 u 79.0 477.93' ` 6' / 4]5.92 x]5.89' - I Cum TRAVEL (SOUTH OF THE GREEN LINE) LL ``�`j ¢ yUj ASPHALT PAVING m m m 1 i° MAP x76.20' x75.10' 5.86' ✓� ■ l ' W U W o D9 m 47.61' 477.]5' 477.52' 477.68' 1` CONCRETE VALLEY CATCN BASIN GUTTER w CP#e I / I � 1••� i^ . 1 �d RIM, 4n.2o' � Y m 1 dg77 4]8.00' j 477 47]93' 677 1' 7) dJ7 • 47 53 CONCRETE WALK (FLUSH 4.a C� / x75 x75.83' / Y K Z W Li Q m - h I x75.74' x75.85' x]6.86' x75.90' x75.13' w 47` N l 59,_1„ a 8 47720• APARTMENT .� YY/// o, / - BUILDING LOW DENSITY 1 o �� H- a o x ) xJ5.3o' x75]7 D61d�LOPMEJ.�•AREAaJS.Br / LIGHT-MEDIUM%INDUSTRIAL o RESIDENTIAL 45.13 o� i Iy, a 476.95' N ry1I >�.40' > , h 1 . Q"476.98 W I9 ¢ Ian 48.96 J ATCH BASIN M. 476 ^ e \ O� b Z x7521 0 uous N O f1 r7 N PROJECT SITE �WJ W W F� sz CATCH BASIN K 477.51 477 APARTMENT I 'J529 x76.30• /' UTILITY x75.28' / C0F W m RIM: 476.69' U o BUILDING x7529' ,V,1J 4P�OLE 476.8 U FEE: 477.78 477.45' 46I FEMA FLOOD INSURANCE RATE MAP EXCERPT 0 ° J M 476.8' 477.01' 4Jfi.8 ' `/ CATCH BA1iIN Of 1 476.95 CP#9 rc HIM: 476.5 CONCR TE ALK 4Z6S 1 > 477.19 7Z52 F USH 4]7.40 77.9 47).4 77.3]' xJs 65' \ 476 xJ5.fi8' x75.81 \ I14' IDE P BLIC SANTARY EWER `n ASPHALT PAVING w fiu wP#1 ] 477.1fi' 477.1tl 678.11 470.95' 47, 12- x16.93' 45,89' 476.71' i 1 EASEMENT CONCRETE VALLEY CATCH BASIN GUTTER d77.2o w cEDu+--�-7s5 _ \ G 0 x 477.176 .30 x 77 w 47.06 RIM: 48.48' 477 4' 77 M' 477.0.3' J 37 CONCRETE WALK (FLUSH) 477.3 \ \ y PROJECT SITE 46.90' 1 F7 44.31'' 1 1 APARTMENT N 89°41'13" x]5.37 W 300.00' "J5.12 ''5.41 \ • 45.87 q� 48.8 BUILDING w A N a FEE: 477.77 x74.74• x74,7Y 4]4.84 x75.17 x76.2' 4x5.37\675.84y �a VF'NIFJIM7L■LUUri XFWx:4 L+ w 9 n i _:.: �•_ Z w LOT 13 X45 ADJOINING �I PARCEL o N STATE OF OREGON N II APARTMENT Ips LIGHT -MEDIUM INDUSTRIAL I w 4 I � BUILDING I 5_ 8" CONCRETE1 CULVERT � LE.: 473.86' •� o L 1��-3' 473.5 U J k I I --+ -- _ -473 � 11 WIDE �-'�ENTIRE 4'5- •ICP#5 vw SITE IS OUTSIDE 500 YR FLOODPLAIN: ZONE X 1 1 DRAINAGE EASEMENTx¢750' w a# 3 �� W •CP#4 N PARKING o WATER QUALITY LIMITED WATERCOURSES MAP EXCERPT CULVERTAL .3 j� I.E.:472.55- M ro ' TAX LOT #400 POLE POLE Z Q ST FLOOD WAY T T J 1 �iI1 LEGEND PROJECT SITE (APPX 200' FROM L.. _J WATERCOURSE) MONUMENTS FOUND: 5/8" IRON BASKETBALL HOOP FENCE LINE p WATER VALVE (WV) ;- •EXISTING TREES TO REMAIN 1 • REBAR WITH YELLOW PLASTIC x CAP STAMPED "PLS 655" ss SANITARY SEWER LINE IRRIGATION VALVE o FIRE HYDRANT (FH) COMPUTED POINT, NOTHING FOUND OR SET -SD- STORM DRAIN LINE • IRRIGATION BOX ° ELECTRIC TRANSFORMER (ET) x X EXISTING TREES TO REMOVE LAND USE ® FFE SANITARY SEWER MANHOLE (SSMH) "Hu OVERHEAD UTILITY LINE CONTROL POINT _ . REVIEW SET • a 100.00• LIGHT POLE (LP) RIGHT-OF-WAY LINE FINISH FLOOR ELEVATION - - - LIMIT OF CONSTRUCTION BOUNDARY THIS DRAWING IS O ® NOT FOR d UTILITY POLE (UP) EASEMENT LINE SPOT ELEVATION -••-••-••- PROPERTY UNE SPRINGFIELD RIPARIAN RESOURCE AREA CONSTRUCTION - - - TOP OF BANK LINE 11-08-2022 TRIBUTARY TO WATER DUALITY LIMITED WATERCOURSE (SPR REQUIRED WITHIN 100') + LANDSCAPE ARCHITECTS `b �Epo sw�.Wz w6 12 O c°o°8w S'aq CL w� aso�o6 0 m oz In w Q•' W LL ¢o6wi ryO3p W V U D:U) f0 CL o �3 y.¢cqItCI � Fz W S N mm rc�zop5=o o 4OZSTt4i� In (�d • Lp[Fyff�/NNYY• r..4 70 C. ANDF1250N OREGON w d 8-13-19 LL 0z O ZH Lu �Z �0 Lu Lu o V NZ O O Q� W o W U) ~ w HX LL Lu o z � N W ma n m SCALE 1"= 30' - 0" 0' 15' 30' 60' Ramsia°s # D81e Desai s Rm Z m C a Y O S m r Ii o` u u o a L2.0 a 00 u w r a N W + 4ANIOSCAPE ARCHITECTS + z z� MAP and TAX LOT Epoo�p pw�.Wx MAP #: 17412-31-00 a I tO �'8'6� K p TAX LOT: 47W ao� �;oWos YI � m I R W W I I I I Q I ZONING: LIGHT MEDIUM INDUSTRIAL APPROXIMATE SIZE: OVERALL DESTATES PARCEL =8.5]ACRE +y UJ V U O3Q K U�) 05. CLCR o �¢ircR 0 AREA m 1.7 PROJECT AREA=1]ACRE �'• M3 Y Q� CLUBHOUSE lyl LET aM�y 1S�T7E4�, 4��13 m Jw BUILDING PARKING E•�, °' WIDE 5U6 EASEMENT TRANSIT FACILITIES �Sy8-13-19� w• ``vE ARG mw U) r+ Lu H U Q LLO U) EXISTING AND PROPOSEDTRANSIT FACILITIES: EXISTING LCD SUS STOP ON MAIN STREET, 900 FEET FROM PROJECT AREA Q Q M r U d Z PRIVATE O 30TH S DRIVE-' v � D_R Qw ACCESS TO 30TH STREET IN O J O � w O % w Lu F_ Lu w O � III 31: V/ n LL r m a to M � TABULATION OF IMPERVIOUS SURFACES SCALE 1"= 30'- 0" 0 of a N< PARKING I fi0' R.m Isi RR # DAe D crpfiw 477.15' G 4„,,. �, o LLI -0 I I 476.52' 476.61' 477,PI APARTMENT C o EXISTING 14 WI�E PUE GP0 2 4JJ.19• 477. a5. uL��NG r D W ' BUILDINGS N/A TOTAL SITE 74,4605E RW CATCH BASIN q 476.47 I.476.42' 476.61 76'55 477.51' 20' MIN. FIRE LANE APARTMENT Q Z� PARKING ANDCIRCULATION 5.244 SF TOTAL 5,244 SF TOTALIMPERVIOUS .35.2MSF 4]%IMPERVIOUS M \I H#I 475.88' 476.14 476.3T 4 .73 476. 476.69' LIMIT OF PAVING V' �I TOTAL PERVId1SNEGETATED 39,1905E S �O R n` o` 4A BUILDING PROPOSED NEW. L3.0 SSMMHH#2 4'609 ASPHALT PAVING 746 CP$1 Z --I POLE Y PARKPAVIUWG AN DCIRCULATION 29.ON 90285E SS 476.22' CATCH anslN SSMHij3 TOTAL NEW: 30,028 SF RIM: 475.91• \.� 476.12' 76.42' 76.bo'EXTRUDED CUR. � 6• d6. y -'. d48' AM CONCRETE K Z2a�e' bna REBUILD RAMP AT NEW ELEVATIONS o OUS 35,270 SF 0A IMPERVIOUSSTOTAL TREAT IMPERVIOUS SURFACE TREATED: 31,355 SF SURFACE MA "656 "� REMOVE ROCK hU LCH a g- kJ7 REMOVE RAISED CROSSWALK "14 W DECIDUWS AUTOMOBILE PARKING BIKE PARKING O 7 4 LIMIT OF PAVING z' 476.5`6 76,59 ASPHALT ABUTS EXISTING - ` 4 25 rc •� � I N 476.60'6'MAIC \�g4,77.46'TENNIS CONCRETEPAD �_ �,a 7,�7, I� W W 476.63' R COURTS . EXISTING UNDISTURBED - 476.79 \ asp TRASH ENCLOSURE b_ EXISTING PARKING SPACES (WITHIN PROJECT AREA) 11 SIKEPARKINGREWIRED-SBIKES •a v LU 476.83 \ 4TJBI 2x2SPLIISHPADFGR _-_ 471.3 �ONCRETE SWALE TAX LOT 4700 MP '. 15' WIDE PUE PROPOSED PARKING SPACES 63 BIKEPARKINGPROVIDED=881KES U \ NET ADDED PARKING SPACES 53 61 Z 476.75 m DOWNSPOUT m \ `, TRASH 4 b 4A'S3, 47. 77.16• REMOVE CONCRETE SWALE IN LIMITS OF NEW PAVEMENT to Q EXISTING CHAINLINK FENCE NTH w U m A F F7r we II EXISTING PARKING SPACES (OVERALLPROPERTY- Z Z u \ SCREENNG SLATS, TO REMAIN 477.3 _. ROSSWALK STRIPING 14' WIDE PUBLIC GARAGES AND EXTERIOR SPACES) 68, 476.95 277'6 s `."'" ''"'" a77.ea b7- SANITARY SEWER EASEMENT U Qa o 8'01 EXISTING CURB AND ADJOINING w RECONSTRUCTST 'b 6 PEDESTRIAN y O m 5c tt o CONCRETE TO BE REMOVED o - - U - g- ACCESS STAND R15 LIGHTING z. APAK IMLN 1 APARTMENT d =477:5w w \ w 5•B - LANDSCAPE IIll r)itir w EXISTING OHAINLINKFENCE - RE MOVE CATCH BASN,CAP ¢ BUILDING I O _� 47720'N Q w x77.64• TO REMOVE mj 47765 yr 18'0" -_ EXITING PIPE TO REMAIN IN PLACE FFE: 477.97' ALL LIGHTING HALL MEET THE STANDARDS IN EC9.6725OUTDCOR LIGHTING STANDARDSTOINCLUDEBUTNOT UMITEDTO: c s 4^ O LOW CMU WALL ]J V - -T. I SHIELDING: ALL LIGHTING FIXTURES SUBJECT TOA LIGHTING PERMIT SHALL BE CUTOFF ANDADDITIONAL SHIELDING SHALL ' O N U 476.17 x TO REMAIN -_ - EK40VE MOD FENCE BEYOND - 5..03 o B 6Aa -- BE REQUIRED, AS NECESSARY TO DIRECT THE LIGHT WITHIN THE SOUNDARIESOF THE DEVELOPMENT SITE. N m w TW 4780TVP 477.32 o+, SS _ __ SS- WOOD FENCE REMAINS FX�n O CUR - =SS SS cc ,,,, SSMHy5 _ - 55 55 WOOD FENCE REMAINS PARKING LOT LIGHTING: PARKING LOT LIGHTING, FAINT, SHALL BE DESIGNED TO PROVIDE THE MINIMUM LIGHTING NECESSARY TO u 478.29' 478.24• 476.23' 478.35•�H _SHEIGHT -BIKE PARKING SHEIGHT ENSURE ADEOUATEVISION AND COMFORT IN PARKING AREAS, AND NOT TO CAUSE GLARE OR DIRECT 1O IDE T M SPACE PUE m (8)SHORT-TERMS ILLUMINATION ONTO ADJACENT PROPERTIES OR STREETS. -- 47577 _= 76.09' v 46.39' 476.30' 47646' WOOD PRIVACY FENCE PROPOSED UTILITY m \ 89'41'13" W 252.45' RE7I o WALL - - --- - - - - a '1 6 D' _ =Pe es -- - _ - _ - _ - = -- __ _ '8'HEIGHT -- -_----------------------- POLE POLE =oD' N - - -_- -- ---------------_ UTILITY x APARTMENT WOOD FENCE6 - w { POLE - { LEGEND �I TO REMOVE 477.65BUILDING PACES 476.19' p c w L4777 47712 MISS* FFE: 478.22' MST -- 474416•. - 7 477.63' 477. q --SD --$kJ'a -SVJTFTREATMENT EXISTING STORM WATER PROPOSED STORMNATER FACILITY ATCH a�s 4n.IM: 476.9 ' - 25 - _ SS EXISTING WASTE WATER.03 477.96"47zCONCRETE WALK FLUSH 5ez' V+ 478.13 a& ASPHALT PAVING At 24••0" x7 e9' _ = DOG RUN- DECOMPOSED 47 GRANITE PAVING - - _ - PROPOSED IRRIGATION SLEEVE PROPOSED ASPHALT 477.52' ONCRET ._Sas as 477.41' CONCRETE STAIRS PROPOSED 14 1&=0" 24'-0' ''18 0 O SR(SERS'-" CONCRETE VALLEY RIM: � r � � - _ HAIN LINK FENCE SO PROPOSED STORMWATER Y RIM: do 20' Crpo 4 47777 476.00' 477.93' 477.91' 477.92' 477.90' 0 any - a. `\\ ,' � -v 4? HEIGHT 30X 30 PAVILION Z Q m U Z a CONCRETE WALK (FLUSH ane 447, cEOA 6.86 ! 7SPACES4 o a - - ETAL BENCHES CONCRETE SURFACING = - CONCRETE BASE a �� PROPOSED WOOD PRIVACY FENCE PROPOSED CONCRETE WALKS -- ET - - -_-_ Q O+ ,o x78.74, ONCRETE PAVING 58'x75.90' �'� 8'HEIGHT LL 0 m d w 16PED - 1 - = 475.62' PROPOSED CHAIN LINK FENCE D II 477.20' PED APARTMENT 477..1p¢ BUILDING°' �z +y 4•HEIGH7 PB _- PROPOSED PLANT BED q w Q CI FFE: 478.12' r' 1 4. o a .3tl1' $PACE75$� FLUSH CONDITION FOR ACCESSIBLE SPACES op -y1. o EXISTING TREE TO REMAIN d Q_ Q w `E a.5. 2y„ I:, i• « µ'' f' MEEL STOPS, TYP. d7 13 z? 'a _ NO 40 WHEEL STOPS (TVP.) 477. 4 ACCESSIBLE PARKING SIGNAGE, TYP. - ?a LOW DENSITY °3 f 476.95'476.96 I 476.9a - -1 12 S CES 6'-6" 7 _ 0 - RESIDENTIAL ZONING } a - o X EXISTING TREE TO BE REMOVED ® ADA PARKING SPACE fi.95 o\ ^ N O $w OQ N N _, _ M 11 � Iy ATCH BASIN �+ 476.52' PL _.w } D MIS 0 - o x7587. z �} /'{� AA PARKING LOT LIGHT 477.51 4T�3 I`' _ UTILITY x76.29' HEpSED�T OPEN AIR PAVILION RI BASIN U APARTMENT = �75.3o 47 2B }}} POLE E -_ 476.72' BB PROPOSED PEDESTRIAN LIGHT 8'EDGE, 13'AT PEAK 0 BUILDING I 6SPACES1 476.8 U 476!a 477.78' 777.45' r `-FFE: En a6.a' 476.6 ' ® 477.m' 19 'Ho" Ty AG $ - -- '. } - -METAL U CATCH BA 46.95 CP$9 RIM; 476. 477.53' / { ++ I 1 BENCHES } - CONCRETE BASE D 7 ¢ CONCH TE ALK F USH 0 477.19 0 m.5z 477.4q 477. e n 8 477.4 ' 77.37CP#� .e5' 4 '. x75.88' x7567 �r - SITET INTENDED ASA PRIVATE FOR BRENTWOOD tl IDE P ELIC ASPHALT PAVING m m m -. ^ I- -' x75.93' -- x'SB9 - -- 476.71 ACCESS PROPOSED. ESTATES RESIDENTS. NO PUBLIC ACCESS PROPOSED. !114' SAN TARY EWER l_ 477.16' a77.1o' 47677 47686• a7 eat 4"2D .:. 1z• - - --�Pa PROJECT ISNOT INTENDED ASAPHASED DEVELOPMENT o EAS--Ni""JJb� Ix w CONCRETE VALLEY CATCH BA9N GUTTER cEpgpj - D G o RIM: 476477 PEDESTRIAN LIGHT POLE - 477. 477.44' 477.43' .Y' ARKING LOT LIGHT POLE J 477.17 477.3° CONCRETE WALK (FLUSH) 477 .. - - .. _- w 477. a. _- -- - _ J�1 _ _ __ _ P_6= SG' PJ�D ___ ___ C .. 6.90' PRIVATE INTERNAL DRIVE- APARTMENT PEDESTRIAN ACCESS •475.18'• 75.1 475.12' x75.41' x75-37 475.8xw ACCESS T030TH STREET 'I CONECTION TO EXISTING WALK N89°41'13"W 300.00' W w ,I 476.61• BUILDING W ..y Y APPROXIMATELY SIDE TO 476.57 FFE: 477.77' PROPOSED WOOD PRIVACY FENCE BHEIGHT Q PUBLIC TRANSIT STOP ON \ MAIN STREET / F 1 ! p J -c \ x74.64• z74.7C N4.7J x74.88' x]5.17 475.22' 4x6.37 \]5.84'y U z w O EXISTING OFF-SITE SWALE / LIGHT I i� LIGHT -MEDIUM IN OREGON I �v -MEDIUM INDUSTRIAL ZONING o {� -\ Q APARTMENT (^ w BUILDING Ip I _ �p74 CULVERT Z 47A � m LE.: 473.86' o I L _ - 473 5 - 5 � m d 50' WIDE PUBLIC z -473.1.+745- N 0 ICP5 DRAINAGE EASEMENT w w ' w OCPg4 3 O O 30' METAL PARKING - TAX LOT 400 DRAINS WEST ACROSS CCJJ N!`I N CULVERT Miq BRENTWOOD ESTATES PARCEL- �p NNM1 I.E.: 472.55' 50' DRAINAGE EASEMENT ' POLETMI M g TAX LOT #400 1 II I I I S;H LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-08-2022 a 00 u w r a N W + 4ANIOSCAPE ARCHITECTS + z z� Epoo�p pw�.Wx a I tO �'8'6� K p ao� �;oWos � m pzw�w D: +y UJ V U O3Q K U�) 05. CLCR o �¢ircR 0 M3 Fina 3 aM�y 1S�T7E4�, 4��13 • T _-N TC t..4JO E•�, Y OREGON U �Sy8-13-19� ``vE ARG U) Lu H Q U) Lu Q Q M r O J O a w O % w Lu F_ Lu w O � N M Z V/ n LL r m a M � SCALE 1"= 30'- 0" 0 15' w fi0' R.m Isi RR # DAe D crpfiw 5 RW C Y 0 S m n` o` u o r 0 L3.0 a 00 u w r a N W 4• WIPE PUE U0 L CATCH BASIN 476.42' '"` BUILDING A ell: -7593• 476.42' 476.61 76.99' 4775,• APARTMENT ¢ Z� 47568' 476.14 476.37' 4 .73' 478. 476.89' 87`5 OCP# BUILDING Z 1 476.09' 477.45' 1#2 CATCH BASIN ASPHALT PAVING -i d7s.zz'SSMH#3 RIM: 475.91' (47706dn a1' (477.41) \ 476.12' 7542' 7B.B0'EXTRUDED CUR T]O6" B. a6.z • a77.u':- 477.49 4a �' o AM CONCRETE W K 4n.2O 477.7:4 B * "".477.1477.427' SS M� 77.656. 77, o 77.38 - GARAGE l� 82 DECIDUOUS 42 w 47659' CATCH BASIN 116.5 76.60. RIM: 476.80' 477.25 4771 rc TENNIS p 476.60'6 477.46' 47208 7x86\`.24 476.6 COURTS ss \ COURTS _LSE °uT s �7 ��73 i6 e6 (877.7.8) 476.79 '�W_ 476.83477b� 0- 47789 TAX LOT #4700 ss \ BASKETBALL 4778,3, (477.16) y 476.7e \ \ COURTS TRASH a evl 477 77.mm• 877.14' z U �\ \ AREA a776477aR CRETE WALK 14' WIDE PUBLIC 4)6.93' - 477.8 y. 477.40' x71.52' 47&01• \ s 47794 77 nx� ' 477 6 SANITARY SEWER EASEMENT CL m y W \ mw I "4716 47.6. \\ ss\ 477 Z APARTMENT =87775 w w \ \ w BUILDING APARTMENT CL BUILDING a77.zo' w °ISID\ 77. Q 4 FFE: 478.04' a woo ;7794' i77.e5' yJs 7 .ea' i FFE: 477.97' w o \ .• JJ Y p 478.0 4 02` ' CATC R - - - - - - - - - m W \ �- SSS B 11A: 8 - 471.32 SSMH - 55 ss - ss ss ss 55 55 SSMH#5 p 47529• 478.24' 478.25 478.36' 4769 Up EU. CUR -�- 55 477.46P-QE--1----------tee 477.21 IJ Q I D_ N Q 476.91 ATCH IM: 4 N 89°41'13" W 232.4 APARTMENT BUILDING FFE: 478.22' T T APARTMENT BUILDING FFE: 478.12' APARTMENT BUILDING FFE: 477.78' APARTMENT BUILDING FFE: 477.77' LOT 13 APARTMENT BUILDING °f I 4 LEVEL SPREADER- N W SEE CIVIL \ 474.3 FFE 475]4' GRADE BREAK 475.86' 475.88' MATCH MATCH EXISTING GRADE "�•�,4 'a 1.7% SLOPE 47588' LOW POINT N �TW BW 460 4758 08.40' c BOTTOMOFCURB 499.40 % �TS TOP OF STEP �BS 0 , r•-., FLOW LINE ELEVATION /-AD H ® N n M EXISTING ELEVATION 47597; 7p`Lo�(489.40) � m 0 W 0 47478' TC ryO3Q F4477 5.-'�,.. W In V U POLE . 4784 I 476.72' 0 M 476.71' 473.8 475.69 4750 I .H • IE�� 1'.a 70 G ANDERSON OREGON w 8-13-19 A 5'475.5M LU Z W J H a F LU 475. i� Q co (477.53) w :4783 " Q F 0 w O w � o J w 4759 LU is Z 477.8 ii cEDA 54767 ' W M � SCALE 1"= 30' - 0" 0' 15' 30' 60, R.Asi a j478.03)-/ # Dale D crpfiw °C 4758 / 4759 1^ ` 471.30' -' 4757r ° l 475 0 BIL_ 4755 R rc I 475. py 1.4 C Y 0 S u A 4758 n` o` u o a L4.0 41:. 875 D uwS 877.51' 4771 1 477. 45' 47018 475E I 1 • (476.5) I. ,;•.. CATCH RA x - 475D RIM: 476. I dn.53' 1- 77.3YCp#1 w 475.0 1 m 47 .. ISLANDSAS RAIN 475.5. ` GARDENS -SEE CIVIL (477.37) 476.0 _ :A 475.9 °f I 4 LEVEL SPREADER- N W SEE CIVIL \ 474.3 FFE 475]4' GRADE BREAK 475.86' 475.88' MATCH MATCH EXISTING GRADE 476.5 1.7% SLOPE 47588' LOW POINT 475.87' 4756r 475.29' 475.90' 475.30- 757r- x7&12' 475.41' - 1-13--W 500.00' EXIT 'I474.74' 47473' 474.64' O O I F 474.88' 47517 475.22- X474.5- �� 4735- 4 47.1 475.59' UTILITY POLE 5' WIDE PUE UTILITY POLE PERFORATED DRAIN F X475.87' 4 �53J' 47564'. a 18" CONCRETE CULVERT I.E.:473.86' GRADING NOTES * ALL SURVEY INFORMATION PROVIDED BY: ROBERTS SURVEYING, INC., P.O. BOX 7155, SPRINGFIELD, OREGON 97475,(541) 345-1112. 2 VERIFY EXISTING ELEVATION WHERE NEW WORKABUTS EXISTING TO REMAIN. NOTIFYONMER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY GENERAL CONTRACTOR. 4. INSTALL ALL NEW STORM UTILITIES SO THAT RM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT LAWNS AND PAVEMENT AND 2" ABOVE FINISH GRADE AT PLANT BEDS. ADJUST RM ELEVATIONS OF EXISTING UTILITIES ACCORDINGLY. 5. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED. 8. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE THE CHANGES ARE IMPLEMENTED. 7. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (OREGON UTILITIES NOTIFICATION CENTER (503) 232-191 8. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, NON COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL 9. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. 10. ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. ALL PROPOSED UTILITIES TO BE CONSTRUCTED PRIVATELY. LEGEND I GRADE BREAK PIPE- SEE CIVIL MATCH MATCH EXISTING GRADE �HIP HIGH POINT LP LOW POINT N �TW BW BOTTOM OF WALL �TC 08.40' �BC BOTTOMOFCURB 499.40 PROPOSED GRADE �TS TOP OF STEP �BS 0 FL FLOW LINE ELEVATION /-AD H ® N n M EXISTING ELEVATION ao� 7p`Lo�(489.40) � m 0 W 0 ryO3Q UTILITY W In V U POLE 476.72' 0 476.71' 473.8 F X475.87' 4 �53J' 47564'. a 18" CONCRETE CULVERT I.E.:473.86' GRADING NOTES * ALL SURVEY INFORMATION PROVIDED BY: ROBERTS SURVEYING, INC., P.O. BOX 7155, SPRINGFIELD, OREGON 97475,(541) 345-1112. 2 VERIFY EXISTING ELEVATION WHERE NEW WORKABUTS EXISTING TO REMAIN. NOTIFYONMER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY GENERAL CONTRACTOR. 4. INSTALL ALL NEW STORM UTILITIES SO THAT RM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT LAWNS AND PAVEMENT AND 2" ABOVE FINISH GRADE AT PLANT BEDS. ADJUST RM ELEVATIONS OF EXISTING UTILITIES ACCORDINGLY. 5. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED. 8. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE THE CHANGES ARE IMPLEMENTED. 7. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (OREGON UTILITIES NOTIFICATION CENTER (503) 232-191 8. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, NON COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL 9. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. 10. ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. ALL PROPOSED UTILITIES TO BE CONSTRUCTED PRIVATELY. LEGEND I GRADE BREAK DIRECTION OF DRAINAGE MATCH MATCH EXISTING GRADE �HIP HIGH POINT LP LOW POINT TOP OF WALL �TW BW BOTTOM OF WALL �TC TOP OF CURB �BC BOTTOMOFCURB 499.40 PROPOSED GRADE �TS TOP OF STEP �BS BOTTOM OF STEP FL FLOW LINE ELEVATION /-AD AREA DRAIN ® PROPOSED AREA DRAIN M EXISTING ELEVATION ao� 7p`Lo�(489.40) LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-08-2022 + 4AYMSCAPE ARCHITECTS `b E 000'�'rc 12 M= of ao� �;oWos � m oow�w W ryO3Q W In V U CR 0 W F in a 3 .H • IE�� 1'.a 70 G ANDERSON OREGON w 8-13-19 A LU Z W J H a LU i� Q co Z rn O Q F 0 w O w � o J w N� LU is Z ii /� V W M � SCALE 1"= 30' - 0" 0' 15' 30' 60, R.Asi a # Dale D crpfiw 5 R rc C Y 0 S u A m r n` o` u o a L4.0 -.- ... .. ... ,.� .,,.io 477.44 I W D 476.57 476.8,' 477.19• 477.x4' APARTMENT C ➢ W . 14' WI�E PUE c0 z CATCH BASIN a +76.+Y 47''� BUILDING A RI : 475.93' 47fi.42' 47881 7x.99• a7s' APARTMENT Q Z� 4]488' +76.14 4761 47 JS 476. 476.89' UI "45' BUILDING Z UTILITY 476.09' ASPHALT PAVING 477.45' fD CPg1 -1 POLE SSMH z 476.zz• CATCH \fig SS 476.. RIIA: 4JS91N -�- 477.41 476.. p 6• 476 476.12' 478.42' 476.6VEXTRUDED CUR 477.08477.14' 'iF- SIS SS MAP 0A 477.856. 7].30' AM CONCRET'm K {77.47817 4472 O .82' DECIDUOUS q\ RELOCATED EXISTING �P GARAGE 476 5 CA LIGHT LIGHT POLE AND BASE + �' ' RIM: 475.80 476.60' 47.4e' ' 6.7. ' TENNIS izz5 w 6D• an COURTS 177.08 ABO f7 36' 6" 478.63478.79 59 ABOUT SDID 4 1 476.83 \ a � 6.7l, # BASKETBALL TAX LOT 4700 47'e�\ � AMP 15' WIDE PUE sy. 470.53• yI h 4JfiJ8 0 \ \ COURTS I TRASH 4 Z80 47 . 7Z16' 47Z14' I r �\ AREA A, I CRETE WALK 476.9s j y7.61i y.S �I nAV x77.57.' an 6.77.6 14' WIDE PUBLIC 9 - 7 6' SANITARY SEWER EASEMENT a o7aor Q_ m Y W 1<B 0477.6 4 .5 Q \\ A Y APARTMENT APARTMENT +7715 w \ I .6 4n BUILDING 4n.2o• m p °I�o�\ 7� 77.56. Q 4 FFE: 478.04' BUILDING IIS Q Kj o n.9a' '27785• yFya e9' a J7 FFE: 477.97' -47755' $ RIM: 8 CATS - _ _ - - _ _ _ _ - _ _ _ tt ss ss- ss - 55 55 -SMHp5 U 47]32 47829' 478.24' 478.23' 478.35' �M F�TRUDED CUR 55 55 55 AT _5 477.45' 6'SSl 77.48 1C WIDE PUS p RET 4]8.09' 4 8.39' 4Jfi.30' 476.36' 478.4' p WALL BE 477.75• 4776 s• • 4. r: UTILITY w APARTMENT MP P0� BUILDING I I x76.3) I` 477.65' 477.8 478.2 47712 {78.19' vi 477.66. 477.8 7az FFE: 478.22' 477.90• s• nax]e• I a 477.63' Nva M I 477.77 H ATCH BTSI 75.69' 77.E 7 IM: 478.9 a'+* 25' 478.05' 0.03' CONCRETE WALK FLUSH 477.96'Uo I 76.92' 677.80 478.13' ]R.0 9 ]1.89 477.95 W 5 b x 7 89' Cr ASPHALT PAVING M I 6.zD' 47. JS.Ra' 477.41' 477.75' lig; 5'. US F- rn 7 14 CONCRETE VALLEY CATCH BASIN CUTTER 477.6E w rn RIM: 47.20' CPgB 477.77 478.00' 4ni 477.91• 477.92' 7.90' 0 47A53 zCONCRETE WALK (FLUSH 477.6 c5 75.86' C 477. Q m - x76.74'76.05' 75.88' i yo• a1S 475.82' 47 20' 'TP`D APARTMENT N 477..1BUILDING �a / J� _ FFE: 478.12' /) o5.30 . W x76.88' x7fi.81' rn d F- X47 ., w ry a w 9 n7.US 476,95' cm 476.96 476.98 \J M 476.95 J V ATCH BASIN 3 \ J * \1 O� a 6 SirD u us 1 Rifi. 'I • u) 175.87' ///��� 4CAT H BASIN pTY APARTMENT 477.61 47713 ^ x75'29 x76. 7.7 29. 7.26' / POLLIE RIM: 476.69' O BUILDING I y 47872' �p4788 U FFE: 477.78' 477.45' 47618 y W 4]8.8 l/ 477.01' CATCH BAI`PIN 0' 6.95 CEI RIM: 476.6' CONCRETE WALK F USH 77 Gel ♦♦ .85'4 U 47.19 77.62 477.40 677.6 n.3YCP 1 W - ]5.88' x75.67 0i ASPHALT PAVING m m . D I 476.93• y76.a9' 476.71' !� 477.16' 47.10' 47677 bR R5' 47 84 LEA -" w CONCRETE VALLEY CATCH BARN GUTTER 47.zo' w cSOAR RIM: 478.48' 17 x 477. .34' 41,,WDn 47.43 m < 776.° CONCRETE WALK (FLUSH) 477. ° ,. _ •. .. > w 47.0 I6 478.90' F1 F7 AS 474.31' B 3 x475.18•• 76� .00' -x75.37] 476.87 i 76.12' x 75.41' APARTMENT N89°41'13"W 3700.00' rl- N 478.81' 46.6 BUILDING IK+ FFE: 477.77' 471 474.74' x 74.75 x74.88' x 76.17 SIDBI 4 y43T\76.64'yI LOT 13 0 '+tas �p APARTMENT BUILDING �cf Be CONCRETE CULVERT ---- � �- 7-4� \ I.E.:473.86• 4 I L - � 473..55 \ //) J PHILIPS - -- OP GARDCO 0 Se SCALE: N.T.S. E000p pw..WIN I. Im e- EE o.5p P'ipG anR LED...S.-. me Iect eenn Sir (p 30000 umnnun {6.R pw pgl8 reA iA r en�an 'Henea. we'I''" e'6. a oiw 0.S e1Ti Ry TIO e[e ttn NITFen L ellrip.M1e nee L e0 AIS[ ,..11 alF.S. nmp9erfsana a eg IMere, 06>� ,SlAlN r WTI tll tIX hrtM M U B %i. HGeitF ,„l. n�a.r °R°R W�5°°R or6enn.l a.. EETGIA-Mno..-,s SEASO o = =z AGESSESSE, SES, Al Ea-LJna 1 Ann S W $ ---SEES— 33w ANG, ANNE, wGIST,li d _ t.4 70 GANDERS ON Y OREGON U 8-13-19 �� F_': Z SIG Ar, J � LU SI Z r O m °' O H w Of O DID! 2 ~ w 7inan ern w W o LD J L-LLEST 1 =1 1110 AGE EST I _.AANNAATANIO_ a 15' 30' 60, Rigiam ns # Dale Desaplim POLE -MOUNT LIGHT + 4ANDSCAPE ARCHITECTS `b Se SCALE: N.T.S. 1ne: MnrI LOCATIONPARKINGAND Nra, ACCESS 20 Free III All Pi Single Heatl, Single Drill 55sn2D-„-D,-NR Poles IN, 1 el 4"Square Steel Th NIpF el Se -EGA E... "".m.o".Pere.9"ee� -dred Straight a erelleril And I Th, pi AGE HFAI A. F, ly .1. r1 r1 r1 r r1 r1 PREFIX eHEIGIFT p•m SIZE r�u"••"• vGAUGE "n u.xmm mmEIRILLI NG O ul o 7 DS ArAy INS 2m : r6. . oore,a" FINISH OVTONS pp IS I i ei We HGeeem„ ..e x� F Ns avmm�irre ,n oc Ide.4enk Pews. im"�..mn.°°.'° L.H.-Fir- ole-E-11. N�in I AArv,.M+�uwr-e`..e. a"aeo.z. se= non wa...e ne.,m.wrar® ee""T"'"".'"".. IN PHILIPS _A �• � .mmm.. � -I.m,r.m.a.o ()I 6ARDC0 2 POLE -MOUNT LIGHT INFORMATION SCALE: N.T.S. LIGHTING LEGEND NOTES ALL LIGHTING WILL MEET THE STANDARDS IN EC 9.6725 OUTDOOR LIGHTING STANDARDS TO INCLUDE BUT NOT LIMITED TO: SHIELDING: ALL LIGHTING FIXTURES SUBJECT TO A LIGHTING PERMIT SHALL BE CUTOFF 1. SEE DETAIL SHEET HEREIN FOR FIXTURE INFORMATION AND FOO'ING AND ADDITIONAL SHIELDING SHALL BE REQUIRED, AS NECESSARY TO DIRECT DETAILS. THE LIGHT WITHIN THE BOUNDARIES OF THE DEVELOPMENT SITE. PEDESTRIAN AREA LIGHTING. PARKING LOT LIGHTING'. PARKING AREA LIGHTING AA TYPE 4 AREA LED WITH INTERNAL SHIELD, 1Y-0" POLE. PARKING LOT LIGHTING, IF ANY, SHALL BE DESIGNED TO PROVIDE THE MINMUM "AA"= 2 FIXTURES MOUNTED AT 180 DEGREESCC (PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT). LIGHTING NECESSARY TO ENSURE ADEQUATE VISION AND COMFORT IN 200' - POLE NOTE: CENTER OF POLE TO BE LOCATED 30' FROM EDGE OF PARKING AREAS, AND NOT TO CAUSE GLARE OR DIRECT ILLUMINATION ONTO PHILIPS GARDCO ECOFORM AREA LED ECF ADJACENT PAVING OR BACK OF CURB. AAADJACENT PROPERTIES OR STREETS. 0 OR EQUIVALENT L8.1 L8.1 L8.1 PARKING AREA LIGHTING BE ei -1 FIXTURE STANDARD MOUNT 20'-0" POLE PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-08-2022 + 4ANDSCAPE ARCHITECTS `b Se ��pp@ E000p pw..WIN I. EE o.5p D ao�;oWos oiw 0.S 0 m 06>� Ju U w w-- 0. K w 9i a o = =z 6 Sl IS W $ ---SEES— 33w IN �3 ele IN wGIST,li d _ t.4 70 GANDERS ON Y OREGON U 8-13-19 �� APE A�� LU Z LU J � LU p M Z r O m °' O H w Of O DID! 2 ~ w Z w W o LD J LL r K ma M � SCALE 1"= 30' - 0" a 15' 30' 60, Rigiam ns # Dale Desaplim s R w C go Y 0 Sm 2 r 4` 0 u A R L51.0 �HALI rAVINU 5.6o'EXTRUDED CU ]ATCH BASIN 21M: 476.80' 3 BASKETBALL COURTS ° D C ol 477.52' 477.9, C \ \ 0 SS \ \\ L s 47T89' \ S - \ 4��78AA.1 d7R S\ ssmdr+os .45 T .89, 477.93' L5 °6 as M 477 TER 477.66' f d) 477.8 �� _ o 477.45' CATCH BA�IN RIM: 476. 0'r 477.53' 477.20' TTER 14' 477.20' 477.4 477.17' 477 GARAGE 56 `� \\ 477.1 .24 -ash 477.39' 0 ----- TRASH 417.80'1 � -477`14 77.1 s' 47214' AR(CRETE WALK R A77 7 4 TAX LOT #4700 475.69 Thi_ I I 14' WIDE PUBLIC SANITARY SEWER EASEMENT APARTMENT BUILDING - - - FEE: 477.97 --------- SS --_ - SS 55 - - - - - - - - - - - - - - X 4/5.18 41'� N 89041'13" W \�(0 Z � 0 < a .n x 74.64' 474.74' x 74.73' o I -_474- 475.12' 475.41' 474.88' 475.17' 75.17' 475.37' \ 475.87' x 7�s X ti ti x 75.22' 475.37'\ 475.64 x I I 15' WIDE PUE 476.40' UTILITY POLE 176.19' 10' BUILDING SETBACKTO LDR O O O N 99.40' O M N M O O rn UTILITY POLE 476.72' PLANTING NOTES 1. NOSUBSTRUTIONS ALLOWEDWRHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SVSTEMAS INSTALLED. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND INA MANNER APPROVED BY THE GENERAL CONTRACTOR. 5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 8. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. IRRIGATION SYSTEM NOTES 1. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UN PLANTED AREAS. 3, IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED INCLUDING THE USE OF DRIP, WEATHER TRACKING CONTROLLERS, AND SOI L MOISTU RE DEVICES. 4. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF TH E PLANTS WHILE MIN IMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-0FF. 5. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOU RCE (LOCATION PER OVMER) WITH MAIN SHUT-0FF VALVE, BACKFLOW PREVENTION DEVICE. 8. AUTOMATIC CONTROLLER(WEATHER PROOF LOCATION PER OVMER). 7. ELECTRIC REMOTE CONTROL VALVES (HUNTER OR APPROVED)AS SPECIFIED, WITH DRIP AREAS, POP4UP SPRAY SPRINKLERS(HUNTER OR APPROVED), AND/OR APPROVED ROTOR HEADS. S. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). LEGEND AREA TO MEET STANDARDS OF SPRINGFIELD DEVELOPMENT CODE 4.4.105: AT LEAST 85 PERCENT OF EACH REOUIRED PLANTING AREA MUST BE COVERED WITH UVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE UVING PLANT MATERIALS MUST BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER 1,O SF OF REQUIRED PLANTING AREA IS AS FOLLOWS: (1) A MINIMUM OF 2 TREES, NOT LESS THAN B FEET IN HEIGHT, THAT ARE AT LEAST A 2 INCH(DS1) CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND (2) TEN SHRUBS, 5 GALLONS OR LARGER. (3) LAVM AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR UP TO 2 PERCENT OF THE LIVING PLANT MATERIAL REQUIREMENT, UNLESS TREES OR SHRUBBERY ARE REQUIRED FOR SCREENING. THIS SUBSTITUTION IS ONLY ALLOWED WHEN THE APPUCANT HAS DEMONSTRATED THAT THERE IS PROVISIONS FOR ONGOING MAINTENANCE OF THE LANDSCAPE AREAS. PARKING LOT PLANTING AREA STANDARD AREA TO MEET STANDARDS OF SPRINGFlELD DEVELOPMENT CODE 4.4.105(F) PARKING LOT PLANTING AREAS MUST INCLUDE 1 CANOPY TREE AT LEAST 2INCHES (DBH) IN CALIPER THAT MEETS CITY STREET TREE STANDARDS AS MAYBE PERMITTED BY THE ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AND AT LEAST 4 SHRUBS, 5 GALLON OR LARGER, FOR EACH 100 SQUARE FEET OF PLANTING AREA. SHRUBS THAT ABUT PUBLIC RIGHT -OF -WAV OR THAT IS PLACED IN THE INTERIOR OF ANY PARKING LOT MUST NOT EXCEED 2.5 FEET IN HEIGHT AT MATURITY. PARKING LOT PLANTING AREAS MUST INCLUDE: (1) PARKING AND DRIVEWAY SETBACK AREAS SPECIFIED IN THE APPLICABLE LAND USE DISTRICT; AND (2) FIVE PERCENT OF THE INTERIOR OF A PARKING LOT, EXCLUSIVE OF ANY REQUIRED PARKING SETBACKS, IF 24 OR MORE PARKING SPACES ARE LOCATED BETWEEN THE STREET SIDE OF A BUILDING AND AN ARTERIAL OR COLLECTOR STREET AND ARE VISIBLE FROM ANY STREET. ADDITIONAL LANDSCAPE AREA PROPOSED TREES AND SHRUBS VEGETATED STORMWATER TREATMENT AREA LAWN TURF AREA EXISTING TREE TO REMAIN IRRIGATION SLEEVE PROPOSED POLE MOUNTED LIGHT LANDSCAPE AREA CALCULATIONS PER 4.4.105(D) THE FOLLOWING AREAS OF A LOT MUST BE LANDSCAPED, UNLESS OTHERWISE SPECIFIED IN THIS CODE: (1) ALL REOUIRED SETBACK AREAS AND ANYADDITIONAL PLANTING AREAS A SPECIFIED IN THE APPROPRIATE ZONING DISTRICT. (2) PARKING LOT PLANTING AREAS REQUIRED IN THIS SECTION. PER 4.4105(F) PARKING LOT PLANTING STANDARDS ARE TO BE MET AT (1) PARKING AND DRIVEWAY SETBACK AREAS SPECIFIED IN THE APPLICABLE LAND USE DISTRICT (2) 5% OF THE PARKING LOT INTERIOR AND ANYMERE PARKING IS VISIBLE TO THE STREET (3) WHERE MULTIPLE UNIT HOUSING DESIGN STANDARDS REOUIRE IT PER 4.7.3WCX5) (a) AMINIMUM OF 15% OF THE SITE MUST BE LANDSCAPED HATH A MIX OF VEGETATIVE GROUND COVER, SHRUBBERY, AND TREES. TREES, AMIN TOM CALIPER, AND SHRUBBERY, AMIN OF 24INCHES IN HEIGHT, MUST BE PLANTED. HARK MULCH, ROCKS AND SIMILAR NON -PLANT MATERIAL MAYBE USED TO COMPUMMT THE COVER REOUIREMMT BUT IS NOT CONSIDERED A SOLE SUBSTITUTE FOR THE VEGETATIVE GROUND COVER REOUIREMMT. (c) ALL LANDSCAPING MUST BE IRRIGATED WTH A PERMANENT IRRIAGTION )MCH MAY INCLUDE A DROP IRRIGATION SYSTEM UNLESS A LICENSED LANDSCAPE ARCHITECT SUBMITS WRITTEN VERIFICATION THAT THE PROPOSED PLANT MATERIALS DO NOT REQUIRE IRRIGATION. PARKING LOT PLANTING CALCULATION PARKING LOT PLANTING STANDARD 5%OFTHE INTERIOR OF A PARKING LOT PARKING LOT AREA 27,074 SF REQUIRED PLANTING (27,074 x0.05) 1,354 SF PARKING AREA PLANTING PROVIDED 1850 SF PARKING LOT AREA TREES PARKING AREA TREE STANDARD 1 TREE/ 100 SF PARKING AREA PLANTING PARKING AREA PLANTING REWIRED 1354 SF 1 TREE PER 100 SF OF PLANTING AREA 14 TREES REWIRED OVERALL LANDSCAPING LANDSCAPE AREA REQUIREMENT 15% OF OF THE SITE SITE 1.7 ACRES (74,052 SF) REOU IRED LAN DSCAPE(74,052 x 0.15) 11,108 SF D 54,032 SF LANDSCAPE AREA PROVIDESTORMWATER PLANTING SCHEDULES STORMWATER PLANTS ARE ALSO LISTED ABOVE IN THE MASTER PLANT LIST. PLANTING SHALL CONFORM TO STANDARDS AS DEFINED IN SPRINGFIELD'S ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL. PLANTING IS PRELIMINARY. FINAL "- - SCHEME, PLANTTYPE, AND PLANT SIZE TO BE INCLUDED IN CONSTRUCTION DOCUMENTS. PLANT SCHEDULE SWTF 1 SPRFW CITY BOTANICALNWE COMMONNAME SIZE SPACING JUNPAT 278 JUACUS PATENS SPREADING RUSH 4" 17°.c. PLANT SCHEDULE SWTF 2 SWFW GTY BOTANICALNWE COMMONNWE SIZE SPACING JUN PAT Z77 JUJCL6 PATENS SPREABNG RUSH 4" IT.... PLANT SCHEDULE SWTF 3 SNRFW CITY BOTANICALNWE COMMON NAME SIZE SPACING JUN PAT 293 JUJCL6 PATENS _ I.6 I©APARTMENT IT.... X477.42' II BUILDING 12 a 0'�'6� I�:I : • ILTCHa .; Wos m p IS W W EC ¢ ryO3p II.E ¢¢6oa EC CR s� wFS� Q CA IrdifL�,✓10 WIDIE P -o 475.69 Thi_ I I 14' WIDE PUBLIC SANITARY SEWER EASEMENT APARTMENT BUILDING - - - FEE: 477.97 --------- SS --_ - SS 55 - - - - - - - - - - - - - - X 4/5.18 41'� N 89041'13" W \�(0 Z � 0 < a .n x 74.64' 474.74' x 74.73' o I -_474- 475.12' 475.41' 474.88' 475.17' 75.17' 475.37' \ 475.87' x 7�s X ti ti x 75.22' 475.37'\ 475.64 x I I 15' WIDE PUE 476.40' UTILITY POLE 176.19' 10' BUILDING SETBACKTO LDR O O O N 99.40' O M N M O O rn UTILITY POLE 476.72' PLANTING NOTES 1. NOSUBSTRUTIONS ALLOWEDWRHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SVSTEMAS INSTALLED. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND INA MANNER APPROVED BY THE GENERAL CONTRACTOR. 5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 8. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. IRRIGATION SYSTEM NOTES 1. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UN PLANTED AREAS. 3, IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED INCLUDING THE USE OF DRIP, WEATHER TRACKING CONTROLLERS, AND SOI L MOISTU RE DEVICES. 4. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF TH E PLANTS WHILE MIN IMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-0FF. 5. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOU RCE (LOCATION PER OVMER) WITH MAIN SHUT-0FF VALVE, BACKFLOW PREVENTION DEVICE. 8. AUTOMATIC CONTROLLER(WEATHER PROOF LOCATION PER OVMER). 7. ELECTRIC REMOTE CONTROL VALVES (HUNTER OR APPROVED)AS SPECIFIED, WITH DRIP AREAS, POP4UP SPRAY SPRINKLERS(HUNTER OR APPROVED), AND/OR APPROVED ROTOR HEADS. S. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). LEGEND AREA TO MEET STANDARDS OF SPRINGFIELD DEVELOPMENT CODE 4.4.105: AT LEAST 85 PERCENT OF EACH REOUIRED PLANTING AREA MUST BE COVERED WITH UVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE UVING PLANT MATERIALS MUST BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER 1,O SF OF REQUIRED PLANTING AREA IS AS FOLLOWS: (1) A MINIMUM OF 2 TREES, NOT LESS THAN B FEET IN HEIGHT, THAT ARE AT LEAST A 2 INCH(DS1) CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND (2) TEN SHRUBS, 5 GALLONS OR LARGER. (3) LAVM AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR UP TO 2 PERCENT OF THE LIVING PLANT MATERIAL REQUIREMENT, UNLESS TREES OR SHRUBBERY ARE REQUIRED FOR SCREENING. THIS SUBSTITUTION IS ONLY ALLOWED WHEN THE APPUCANT HAS DEMONSTRATED THAT THERE IS PROVISIONS FOR ONGOING MAINTENANCE OF THE LANDSCAPE AREAS. PARKING LOT PLANTING AREA STANDARD AREA TO MEET STANDARDS OF SPRINGFlELD DEVELOPMENT CODE 4.4.105(F) PARKING LOT PLANTING AREAS MUST INCLUDE 1 CANOPY TREE AT LEAST 2INCHES (DBH) IN CALIPER THAT MEETS CITY STREET TREE STANDARDS AS MAYBE PERMITTED BY THE ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AND AT LEAST 4 SHRUBS, 5 GALLON OR LARGER, FOR EACH 100 SQUARE FEET OF PLANTING AREA. SHRUBS THAT ABUT PUBLIC RIGHT -OF -WAV OR THAT IS PLACED IN THE INTERIOR OF ANY PARKING LOT MUST NOT EXCEED 2.5 FEET IN HEIGHT AT MATURITY. PARKING LOT PLANTING AREAS MUST INCLUDE: (1) PARKING AND DRIVEWAY SETBACK AREAS SPECIFIED IN THE APPLICABLE LAND USE DISTRICT; AND (2) FIVE PERCENT OF THE INTERIOR OF A PARKING LOT, EXCLUSIVE OF ANY REQUIRED PARKING SETBACKS, IF 24 OR MORE PARKING SPACES ARE LOCATED BETWEEN THE STREET SIDE OF A BUILDING AND AN ARTERIAL OR COLLECTOR STREET AND ARE VISIBLE FROM ANY STREET. ADDITIONAL LANDSCAPE AREA PROPOSED TREES AND SHRUBS VEGETATED STORMWATER TREATMENT AREA LAWN TURF AREA EXISTING TREE TO REMAIN IRRIGATION SLEEVE PROPOSED POLE MOUNTED LIGHT LANDSCAPE AREA CALCULATIONS PER 4.4.105(D) THE FOLLOWING AREAS OF A LOT MUST BE LANDSCAPED, UNLESS OTHERWISE SPECIFIED IN THIS CODE: (1) ALL REOUIRED SETBACK AREAS AND ANYADDITIONAL PLANTING AREAS A SPECIFIED IN THE APPROPRIATE ZONING DISTRICT. (2) PARKING LOT PLANTING AREAS REQUIRED IN THIS SECTION. PER 4.4105(F) PARKING LOT PLANTING STANDARDS ARE TO BE MET AT (1) PARKING AND DRIVEWAY SETBACK AREAS SPECIFIED IN THE APPLICABLE LAND USE DISTRICT (2) 5% OF THE PARKING LOT INTERIOR AND ANYMERE PARKING IS VISIBLE TO THE STREET (3) WHERE MULTIPLE UNIT HOUSING DESIGN STANDARDS REOUIRE IT PER 4.7.3WCX5) (a) AMINIMUM OF 15% OF THE SITE MUST BE LANDSCAPED HATH A MIX OF VEGETATIVE GROUND COVER, SHRUBBERY, AND TREES. TREES, AMIN TOM CALIPER, AND SHRUBBERY, AMIN OF 24INCHES IN HEIGHT, MUST BE PLANTED. HARK MULCH, ROCKS AND SIMILAR NON -PLANT MATERIAL MAYBE USED TO COMPUMMT THE COVER REOUIREMMT BUT IS NOT CONSIDERED A SOLE SUBSTITUTE FOR THE VEGETATIVE GROUND COVER REOUIREMMT. (c) ALL LANDSCAPING MUST BE IRRIGATED WTH A PERMANENT IRRIAGTION )MCH MAY INCLUDE A DROP IRRIGATION SYSTEM UNLESS A LICENSED LANDSCAPE ARCHITECT SUBMITS WRITTEN VERIFICATION THAT THE PROPOSED PLANT MATERIALS DO NOT REQUIRE IRRIGATION. PARKING LOT PLANTING CALCULATION PARKING LOT PLANTING STANDARD 5%OFTHE INTERIOR OF A PARKING LOT PARKING LOT AREA 27,074 SF REQUIRED PLANTING (27,074 x0.05) 1,354 SF PARKING AREA PLANTING PROVIDED 1850 SF PARKING LOT AREA TREES PARKING AREA TREE STANDARD 1 TREE/ 100 SF PARKING AREA PLANTING PARKING AREA PLANTING REWIRED 1354 SF 1 TREE PER 100 SF OF PLANTING AREA 14 TREES REWIRED OVERALL LANDSCAPING LANDSCAPE AREA REQUIREMENT 15% OF OF THE SITE SITE 1.7 ACRES (74,052 SF) REOU IRED LAN DSCAPE(74,052 x 0.15) 11,108 SF D 54,032 SF LANDSCAPE AREA PROVIDESTORMWATER PLANTING SCHEDULES STORMWATER PLANTS ARE ALSO LISTED ABOVE IN THE MASTER PLANT LIST. PLANTING SHALL CONFORM TO STANDARDS AS DEFINED IN SPRINGFIELD'S ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL. PLANTING IS PRELIMINARY. FINAL "- - SCHEME, PLANTTYPE, AND PLANT SIZE TO BE INCLUDED IN CONSTRUCTION DOCUMENTS. PLANT SCHEDULE SWTF 1 SPRFW CITY BOTANICALNWE COMMONNAME SIZE SPACING JUNPAT 278 JUACUS PATENS SPREADING RUSH 4" 17°.c. PLANT SCHEDULE SWTF 2 SWFW GTY BOTANICALNWE COMMONNWE SIZE SPACING JUN PAT Z77 JUJCL6 PATENS SPREABNG RUSH 4" IT.... PLANT SCHEDULE SWTF 3 SNRFW CITY BOTANICALNWE COMMON NAME SIZE SPACING JUN PAT 293 JUJCL6 PATENS SPREABNG RUSH 4" IT.... LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-08-2022 0 w r a N w D' LAYMSCAPE ARCHITECTS + 55'=�wi 12 a 0'�'6� K IL .; Wos m p IS W W EC ¢ ryO3p W In In UI. ¢¢6oa EC CR s� wFS� Q CA W 4 ZSTt"," 'j 1�7 0 .V • LpF•f/N�4'lW//L�]/If�� • C.I 70 GANDERSON OREGON w Q 8-13-19 "PE A Z U) LU J � a U) LU C7 c M Z O II- W 0_ > 0 Z0 > W D r � W Q Z J = LL LU Is Z N M LL r K mo_ M U) a 10' 20' 40' R.Asi. # Dale D crpti°e s R rc m B S � Y noa L6.0 0 w r a N w PHALT PAVING EXTRUDED CUI CONCRETE W CATCH BASIN RIM: 476.80' OU�_m m— BASKETBALL COURTS TFC I III 1 lim 0 CP#1 DUILUIIVV APARTMENT -, BUILDING GARAGE TAX LOT #4700 CRETE WALK to 14' WIDE PUBLIC �� v Z � 0m 33°'u/ APARTMENT APARTMENT BUILDING BUILDING FFE: 478.04' FIFE: 477.97 '• SS SS SS SS SS _ s5 SS 55 55 SS SS SSMH#5 n :_ 55 - _---- 10 WIDE PU---4---------------- C 7 CONDIMN LIMIT OF DISTURBANCE AND _ r\ 46% TREE PROTECTION FENCE TF 1 0 X 36% PERCENTAGE OF CRITICAL ROOT ZONE DISTURBANCE 8% o 12. X IoW af 8'ASH GOOD 1 DBH (IN INCHES) X 1.5 `120\1 X pzww IzI D W LL 42°A TFI' CATCH BA I& RIM: 476. 6e, SNAG,LOG 151 BE REMOVE ' DAR L o I o " LAWN o . " 4 DI R 1Z " 8 5p 5D SD 5D e N ° o ° ° SD ° � a SD � •ID SID 5� . �i � • a�aaaa�i • i Y i. i Y . aaaa� i � \ 4,� N 89041'13" W 300.00' UTILITY I POLE 0 15' WIDE UTILITY POLE J UTILITY POLE NOTES 1. ALL TREES TO BE FELLED TOWARD THE INTERIOR OF THE PROPERTY. 2 BRANCHES TO BE MECHANICALLY PROCESSED AND REMOVED FROM SITE. 3. FOLLOW FIRE REGULATIONS OF THE DEPARTMENT OF FORESTRY. 4. ALL OSHA REQUIREMENTS BE COMPLIED WITH ON SITE. S. ALL SITE ACCESS TO BE FROM EXISTING ACCESS POINT. 6. EXCAVATION AROUND TREE : DO NOT CUT LATERAL OR TAP ROOTS. USE NARROW TINE SPADING FORKS AND COMB SOIL TO EXPOSE ROOTS. RELOCATE ROOTS BACK INTO BACK FILL AREAS WHEREVER POSSIBLE. IF LARGE LATERAL ROOTS ARE ENCOUNTERED, EXPOSED BEYOND EXCAVATION LIMITS AS REQUIRED TO BEND AND RELOCATE WITHOUT BREAKING. IF ROOT RELOCATION IS NOT PRACTICAL, CUT ROOTS APPROXIMATELY 3" BACK FROM NEW CONSTRUCTION. DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PERMANENT BACKFILL IS PLACED. PROVIDE TEMPORARY EARTH COVER OR PACK WITH WET PEAT MOSS. TEMPORARILY SUPPORT AND PROTECT ROOTS AGAINST DAMAGE UNTIL PERMANENTLY LOCATED AND COVERED WITH MOIST BACK FILL. 7. PRUNING: BRANCH PRUNING SHOULD BE LIMITED TO BROKEN, DEAD AND CROSSING LIMBS. THE BRANCHES SHOULD NOT BE CUT TO COMPENSATE FOR ROOT LOSS. CANOPY PRUNING MAY INCLUDE CONFLICTS WITH BUILDING CONSTRUCTION AND SOME THINNING TO PROVIDE LESS V41ND RESISTANCE IF ROOT LOSS COULD CAUSE POTENTIAL BLOW DOWN. 8. ALL TREES ASSESSED ON SITE AND NOTED FOR CONDITION BY LICENSED LANDSCAPE ARCHITECT. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 14 15 16 TREE ASSESSMENT TREES TO BE REMOVED HAVE BEEN DETERMINED q. BY LANDSCAPE ARCHITECT TO BE: •y �F. NF. OnN SRF q�qF 1. IN THE CONSTRUCTION PATH 2. N DAMAGED CONDITION 3. N SERIOUSLY DECLINING HEALTH 4. HAZARDOUS TO FUTURE RESIDENTS 'OL (G�.G rya,9 qp 5. TECHNICAL FELLING SIZER PE CONDIMN LIMIT OF DISTURBANCE AND _ CONSTRUCTION SITE BOUNDARY O TREE PROTECTION FENCE 8"MAPLE GOOD X 36% PERCENTAGE OF CRITICAL ROOT ZONE DISTURBANCE 8'MAPLE GOOD 12. X IoW af 8'ASH GOOD 1 DBH (IN INCHES) X 1.5 I ( X pzww IzI D W LL 8'IRONMOD FAIR X - - FIE W" V U ,w°oipa 6'MAPLE POOR X 6'MAPLE POOR 1°" X 8 MAPLE POOR X 14 16 8 MAPLE POOR C. ANDF1280N X 'Y OREGON U 8-13-19 18 CEDAR GOOD Z X Z 16 -MAPLE POOR X QZ H 8'ASH GOOD OLu cn X 19'CEDAR GOOD p WW X W W 8s4CHERRYCLUMP FAIR WIsz � a ma n co X � 8'MAPLE POOR X D' 10' 20' 40' 12'CEDAR SNAG # Dale D aptim X 8"MAPLE GOOD X LEGEND SO EXISTING STORM WATER SS EXISTING WASTE WATER SO PROPOSED STORMWATER PROPOSED WOOD PRIVACY FENCE 8' HEIGHT PROPOSED CHAIN LINK FENCE 4' HEIGHT x EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED EXISTING DECIDUOUS CLUMP TO BEREMOVED — —476-- EXISTING CONTOUR LIMIT OF DISTURBANCE AND _ CONSTRUCTION SITE BOUNDARY O TREE PROTECTION FENCE CRITICAL ROOT ZONE DISTURBANCE 36% PERCENTAGE OF CRITICAL ROOT ZONE DISTURBANCE TF TECHNICAL FELLING 12. IoW af \) IL m 1 DBH (IN INCHES) X 1.5 I ( = CRZ RADIUS IN FEET pzww IzI D W LL I, II! odi - - FIE W" V LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-08-2022 + LANDSCAPE ARCHITECTS + Epoo�p a 12. IoW af IL m .; Wos O , M pzww IzI D W LL I, II! odi - - FIE W" V U ,w°oipa a�z�p=o W $ °i 1°" 14 16 r 70 C. ANDF1280N F, 'Y OREGON U 8-13-19 Z Z as QZ H O OLu cn 5> p W p WW O K W W WIsz � a ma n co � SCALE 1"= 20' - D" D' 10' 20' 40' Reaiaeas # Dale D aptim R w w F rc m B a � o a a n` o` u n L8.0