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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/14/2022EXISTING 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 12-07-2022 + 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 a = m a � L1.0 w• + LANDSCAPE ARCHITECTS + m mw �ppo 'z ° EASEMENT Fj w6 ° 2 --225= ao� �;oWos 0 m �. NOTES olw w rill 0 ¢ oz CC= f0 C1 o F3='=� I. 5 Fz W $ I, 33� rc�Z S.. 3z 4OZSTE�,� of i of 1. VICINITY MAP PROVIDED ON SHEET 1-1.0. OREGON w .w o aI N� PARKING 0Z O pn ZH LU F5 ISI Lu �Z a7.0 LLI CO D n Lu N� • NZ O 476.62' 476.61' 477.19' p].44' APARTMENT 0 C D N• HX w o O z m N W ^ ma n 14 WI�E PUE CO2 CATCH BASIN n 4]8.47 477.48' BUILDING < �� SOILS 66' Reaim. M H#1 RI : p593' 4'8.42' 4]8.81 475.88' 4]8.14 4]6.37 4 .]3 d6. 5 6.99' 4]7.6,' ]B.B9' APARTMENT Q Z� r VOILV \I �Q \ a 47fi.09' A'7. 746' 0 CP#1 BUILDING Z UTILITY COBURG-URBAN LAND COMPLEX �� Ss SSMH#2 4]6.22' SSMH#3 ASPHALT PAVING CATCH BASIN -'I POLE MODERATELY WELL DRAINED (0.20-0.57 IN PER HOUR) R �� RIM: 475.91' --� -�-4 za1 Z DEPTH TO WATER TABLE 18-30 INCHES a Y 1 \� 4-\ 5• 476 u °j' o 476.12' 76.42' 78.8o'EXTRUDED CUR 4J7.06�„14. AN CONCRETE K 47.ztl 47.49 n` o` a o L 0 L2.0 % 47.11' 47.7 e M ~ Z BA0II MARL JJ fi5 7.3tl pR .52' OEaOUWs 8• MaP n GARAGE I WELLHEAD PROTECTION AREAS MAP EXCERPT �I C w 47B.59' ' 0859 \CATCH BASIN 7.42 47.25 rc y 76.5 RIM; EXISTING DEV PMENT q L 4]6.60'8 47,46'TENNS 8• 477,56\ 47.19 W (wq W M 76.63'7 X7.08 Ss COURTS �ANWTm 477 om• 477 MAS 81PL'ry5^� DENSITY RESIDENTIAL • ; III .79 476.83 a„ �\ � - -� 39' _ TAX LOT #4700 5' WIDE PUE AMP \ Q Z pB]B 5,S BASKETBALL \ COURTS 4753' TRASH 4 .e 7y 47.4' 7'.18' 47.10' �� ¢ Co m \ 1 \ AREA R CO CRETE WALK z _ z u \ w • 14' WIDE PUBLIC II, A p 1'I 476.93' - Q x7.8 477.40' x7,'.52' \ �r \ 47fl01' 47.94 a7.9zA 24'-2'•].e fi SANITARY SEWER EASEMENT , m 44 a ¢ Q D \\ \ °V Z47. n] 9 APARTMENT n NJ28_61 �+ ��" F'Jp a h I APARTMENT =47.6 w w \ \ 0 ea17.42R� 0 BUILDING BUILDING c o III 47.20'0 0 07.90. °�°\\ 4,�.�. 477.96' 7,"7 Q n].I'n. FEE: 478.04' FEE: 477.97 I - UI} I 10 TIME OF \ a m.z°' -YEAR C O y� N K U 7a &l \ CATCH B _ R 07ss� ]RIM: a e3' T A TRAVEL (NORTH OF THE GREEN LINE) m w 59•_7, ss ss _ ss ss 55MHy5 I'� 47.32 0]529, S 4]8.24' 478.13' 47&35' T ss SS ss ss 477.45' e• 47 ��•- 10 WIDE PUE` - - - - - - - N 89°41'13" W 232.45' RET 76.09'..- 428.39' 478.30'478.38' POLE WAao �_�_,b�x ��_ 425.3 rr 47'5 w15' APARTMENT 4J6 % MAP �- WIDE CITY OFOIL47.66' 07.6 ' 472 BUILDING I 072 SPRINGFIELDEASEMENT TNNNS • pes FFE: 478.22'p]ao'= 0]47,8'1p''ow477.53' a7.e Wye\m 7.] \x7s 46'ATCH 7 B Ns x]S.Bs' 20 YEAR TIME OF 477.80 4 .o5 aa, IM: 4]6.9'U4]5.25' 4 103' CONCRETE WALK FLUSH 477'96 7e.o 7.e9 07.93' y 475.92'- 4]6.89' u TRAVEL SOUTH OF THE GREEN LINE) ASPHALT PAVING ,° MAR 4Je.zo' 47,&1'47]5'n U W 0 u 47.41' 4756i7 I•', . �� 0] m �d CONCRETE VALLEY CATs BASIN GUTTER w RIA: 47.20' CP#8 I 1. Y m 0 ¢ 477.7 478.00' Z a 47.93' 47.91' 47'.92' 47.90' 0 p 53 CONCRETE WALK (FLUSH 4]7,.8 \\ cioAR l m p7,. BT * ��� 475.%' 4'6.83' 4]5 ]4' W K 4]5.85' 4]5.58' 4'5.90' 475.13{ w 47 F CL 59_1' d 47.21' °E0 APARTMENTf t f / ' = 11 1�BUILDING N LOW DENSITY ~ = FEE: 478.12' ) 4]6.30" 47&7• DEg1d�'LOPME,f.�•AREAps.er �� o RESIDENTIAL y o J >> a 0 / LIGHT -MEDIUM INDUSTRIAL 47613 08.40' Iy, 4'6.954 qII \ , - Q 4]8.98 476.95 r ^ _j I o N o W ¢ 1 �0 J ATCH BASIN 3 IM: 476.52' '/ 4751 4713 Z uous 476'21 n N PROJECT SITE T F W Y� CATCH BASIN [r APARTMENT n 476.29• 4,6,30• 47&16' Un DTY POLE W RIM: 4'8.69' U 1 4,62y .76.]2' FEEIL47778 745 47818 FEMA FLOOD INSURANCE RATE MAP EXCERPT I� 6.6.5 4715' 4]'.01' 475.8 ' 475.95 CP 9 CATCH BA � TT 0� HIM: 476. 47.69 CONCRETE WALK F \ 7F�\\ 47.19 4]'.52 USH 7.40 77. ]7. 47.4 77.37' w OP#1 475.65' 475.68' \ 4'5.67 I I 14' IDE P BLIC SAN TARY EWER pzls' ASPHALT PAVING 50 D 47&93' 4,&59• \ \ 4]6.71' I _ a7.m• pe7r pa e5' a7 . 1C2* CONCRETE VALLEY CATCH BASIN GUTTER 475,1 w RIM: 478.48' AR IEASEMEN G 47.17 w 07.16 wF7 47]05, a7 5,7 a3• CONCRETE WALK (FLUSH) 47.3 ( \ PROJECT SITE 476.90' F1 7 E F1 El - r APARTMENT N 89°41'13" 3001x00 - 476.17.' 475.41' 475.3r 47.8r = 4715,' 466 BUILDING w W Q FEE: 477.71' -. 3 W L� 1 3 474.60' 4u.u• 474.77 474.88• 475,17' 475.22' p .BLy 4x5.37\�- �; =-�lsPxerrori . R VF'NFJI M.7L XLVUU FWx:4 L+ Z w LOT 13 0 X245- �I ADJOINING PARCEL o N STATE OF OREGON Q IIIA APARTMENT LIGHT -MEDIUM INDUSTRIAL N t BUILDING --+ . , 474 �TM� \ CULVER7CRETE i •i �. z -� \ I.E.:473.86' ° l o l l L__ 1'-3' 473.5 J - --473ET� =a 50' WIDE PUBLIC z -�73.� -1 4'5 OI ICP#5 ENTIRE SITE IS OUTSIDE 500 YR FLOODPLAIN: H ZONEX DRAINAGE EASEMENT o W3. �� w •CP#4 N PARKING CULVERTAL WATER QUAUTILITLITY LIMITED WATERCOURSES MAP EXCERPT I.E.: 472.55• 0`r In T - - " TAX LOT #400 POLE 0 I Z QST FLOOD WAY III T J IA LEGEND PROJECT SITE (APPX 200' FROM L.. _J WATERCOURSE) MONUMENTS FOUND: 5/8" IRON BASKETBALL HOOP FENCE LINE p WATER VALVE (WV) ;- • 1 EXISTING TREES TO REMAIN • 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 -so- STORM DRAIN LINE • IRRIGATION BOX ° ELECTRIC TRANSFORMER (ET) x X EXISTING TREES TO REMOVE LAND USE ® FFE SANITARY SEWER MANHOLE (SSMH) oHu 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 12-07-2022 TRIBUTARY TO WATER DUALITY LIMITED WATERCOURSE (SPR REQUIRED WITHIN 100') + LANDSCAPE ARCHITECTS + �ppo 'z sw�.Wx Fj w6 ° 2 --225= ao� �;oWos 0 m oow Ew ~yo3p'. W V U ¢6�a CC= f0 C1 o F3='=� I. 5 Fz W $ I, 33� rc�Z S.. 4OZSTE�,� 1'.4 70 C. ANDF1280N �, OREGON w d 8-13-19 �"OE 0' 0Z O ZH LU F5 Lu �Z N0 Lu N� o NZ O O Q� W 0 W U) ~ w HX w o O z m N W ^ ma n m SCALE 1"= 30' - 0" 0' 15' 30' 66' Reaim. # Dale Oesapem s R a Z m C a Y 0 S 2 m N m n` o` u o L 0 L2.0 + 4ANIOSCAPE ARCHITECTS `b z z� MAP and TAX LOT Epoo�p pw�.Wx MAP #: 17412-31-00 12 . KtO TAX LOT: 47W Yl ao� I R W W pzw�w I I I I Q I ZONING: LIGHT MEDIUM INDUSTRIAL APPROXIMATE SIZE: OVERALL DESTATES PARCEL =8.5]ACRE D: ryO3Q UJ V U lyl LET AREA m 1.7 PROJECT AREA=1]ACRE 0 �'• Y Q� CLUBHOUSE W Fina 3 aM�y m Jw BUILDING PARKING °' WIDE SUB EASEMENT TRANSIT FACILITIES w• t..4 7C.ANDERSON 0T� ON E•�, TILL ° ``qPE ARG U U � w0 D_R d Z Qw PRIVATE O 30TH S DRIVE-' ACCESS ]030TH STREET CN .p EXISTING AND PROPOSEDTRANSIT FACILITIES: EXISTING LCD SUS STOP ON MAIN STREET, 900 FEET FROM PROJECT AREA U) Lu Q Q M r 0 J O 31: w O to % w TABULATION OF IMPERVIOUS SURFACES F_ LL Lu 7 N< PARKING I N M Z V/ n LL r m LL M � 477.15' G SCALE 1"= W- 0" 0 15' w fi0' Reaiaana # Dale D crpfiw 4„,,. �, o LLI -0 I I 176.52' 476.61' 4T/.M APARTMENT C o EXISTING 14 WI�E PUE GP0 2 4JJ.19' 477. ai uL��NG r D W ' BUILDINGS N/A TOTAL SITE 74,4608E CATCH BASIN q 476.47 476.42' 476.61 76'55 dn.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#1 �O 475.88' 476.14 478.3] 4 .73 476. 476.69' 4A LIMIT OF PAVING (D �I PROPOSED NEW. TOTAL PERVId1SNEGETATED 39,1908E R a R SSMMHH#2 4'609 ASPHALT PAVING 746 CP$1 BUILDING Z --I POLE Y PARKBPAVIU-JG AN DCIRCULATION 29.ON 90288E SS C 476.22' CATCH apslN SSMHij3 0 TOTAL NEW: 30,028 SF n` o` RIM: 477.91' N o L a L10 ' \,� 476.12' 76.42' 75.5o'EXTRUDED CUR. 4i .ofi � 6• 476' 'y 'TOTAL . 468' oA /'M CONCRETE K Z2a�e` bna REBUILD RAMP AT NEW ELEVATIONS o OUS 35,270 SF /} I� MA "656 "� REMOVE ROCK hU LCH d g- kJ7 •REMOVE RAISED CROSSWALK "14 IMPERVIOUSS TREAT SURFACE IMPERVIOUS SURFACE TREATED: 31,355 SF W DECIOUWS AUTOMOBILE PARKING BIKE PARKING ° N 7 4 UMI] OF PAVING z' a6.5`B 76,59 ASPHALT ABUTS EXISTING - ` 4 25 rc •� �a7.46'TENNIS 7, I N 476.60'6' COLNCRETEPAD �_ �,a 7,� I� W W 476.63'MAF R COURTS . EXISTING UNDISTURBED 476.79 \ Oso TRASH ENCLOSURE - b_ EXISTING PARKING SPACES(WTHIN PROJECT AREA) 11 SIKEPARKINGREWIRED-SSIKES •471 v LU 476.83 \ 4T7b� - 2X2SPLASHPADFOR _-_ 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,53, 47. 77.16• REMOVE CONCRETE SWALE IN LIMITS OF NEW PAVEMENT to Q EXISTING CHAINLINK FENCE NTH w U m A F F7r weIv 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 zn'6 s `."'" ''"'" an.ea 8'01 �jb7- SANITARY SEWER EASEMENT U Qa o EXISTING CURB AND ADJOINING w ST - kt%6 - 6 RECONSTRUCTPEDESTRIAN y O m Y tt o CONCRETE TO BE REMOVED o - U g- ACCESS STAND R15 z. APAK FMLN I APARTMENT LIGHTING d =477:5w w \ w 5•B - LANDSCAPE Iill r)itir w EXISTING CHAINLINK FENCE - RE MOVE CATCH BASN,CAP ¢ BUILDING I ° _� 4n2o'N Q w xn.94• TO REMOVE mj 47765 yr 18.0" -_ EXITING PIPE TO REMAIN IN PLACE FFE: 477.97' ALL LIGHTING HALL MEET THE STANDARDS IN EC9.6725OUTDOOR LIGHTING STANDARDSTOINCLUDEBUTNOT UMITEDTO: c s 4^ O LOW CMU WALL 478,17 .` ]J V - - - -T. I SHIELDING: ALL LIGHTING FIXTURES SUBJECT TOA LIGHTING PERMIT SHALL BE CUTOFF ANDADDITIONAL SHIELDING SHALL ' O N U x TO REMAIN -_ i.03 EK40VE MOD FENCE BEYOND o B 6Aa -- BE REQUIRED, AS NECESSARY TO DIRECT THE LIGHT WTHIN THE SOUNDARIESOF THE DEVELOPMENT SITE. N m w TW 4780TVP 477.32 478.24' 478.23' 478.35'�H oA _ __ SS- WOOD FENCE REMAINS FX�n O CUR - =55 SS cc ,,,, SSMH#5 _ - 55 55 WOOD FENCE REMAINS PARKING PARKING LOT UGHTING: PARKING LOT LIGHTING, FAINT, SHALL BE DESIGNED TO PROVIDE THE MINIMUM LIGHTING NECESSARY TO u 478.29' _SHEIGHT -BIKE 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 45.39' 476.30' 47668' WOOD PRIVACY FENCE PROPOSED UTILITY m \ 89.41'13" W 252.45' RE7 o WALL - --- .. -- - - - - - a '1 6 D' _ -Pe n -- - _ - _ - _ - _- __ _ 4 '8'HEIGHT POLE =oo' N - - --- -- - =- _ = UTILITY ,J APARTMENT WOOD FENCE6 - PO. 5' WIDE CITY OFLEGEND I�I L 1 TO REMOVE BUILDING PACES a6.19'SPRINGFIELD EASEMENT047T17 L4777 4n2 FEE: 478.22' 47790• = 4676 7 t ��� - __47263' 589 ' - J'8. SD EXISTING STORM WATER SVJTFTREATMENT PROPOSED STORKTNATER FACILITY pTCH as IM:476.9 ' - + _Av(ff �� * 25 '+ziF472 _ _ SS EXISTING WASTE WATER 477.96' RETE WALK FLUSH 592' w 478.13 a& 4n.93 ASPHALT PAVING g h At 24.0" ' x7'69• _ _ -DOG HUN -DECOMPOSED a GRANITE PAVING - - - - PROPOSED IRRIGATION SLEEVE El PROPOSED ASPHALT 477.75' 47762' was- EST as 4D.41' CONCRETE STAIRS PROPOSED 14 1&=0" 24 0 ''18 0 O SR(SERS'-" CONCRETE VALLEY RIM: - r - RAIN LINK FENCE - = 4'HEIGHT SD PROPOSED STORMWATER Y Z RIM: do 20' Crpo 4 U 47777 479.00' 4n.93' 477.91' 4n 92' 477.90' 0 4n 5 a CONCRETE WALK (FLUSH ane \\ yyy,,,,,,���___ 7SPACESI _ 30 X 30 PAVILION ETAL BENCHES CONCRETE SURFACING= a PROPOSED CONCRETE WALKS Q m Z In. ET -- cEOp 6.8.6 ! o r x75.76 CONCRETE BASE 98 �� PROPOSED WOOD PRIVACY FENCE 8'HEIGHT Q - O+ rn ONCRETE PAVING x75.90'C.. LL m __ CIL ¢ QPED o 475'52 PROPOSED CHAIN LINK FENCE d III477.20' ° ' TPED APARTMENT 4n..1 -m p TT0 1Z_ - 4'HEIGHT PB-_- PROPOSED PLANT BED w BUILDING = o FFE: 478'12' 1 4. ` 675301 76.70 $PACE FLUSH CONDITION FOR r w- o ACCESSIBLE SPACES op T/T - EXISTING TREE TO REMAIN 0 d Q A . sWr O=+`+ I, µ' W1-IEEL STOPS, TYP. d7 1 -.- -- - N O 40 ^/-�,yj WHEEL STOPS(TYP.) 4n. 476.95'476.96 I ,4 - 12 S CES ACCESSIBLE PARKING SIGNAGE, TVP. - oa_ { LOW DENSITY - RESIDENTIAL ZONING } a o /� j EXISTING TREE TO BE REMOVED ll ADA PARKING SPACE p 476,99 - -J {1] 1 1 Iy V 1 ATCH BASIN M: 476 s2' 4n.51 dTI�3 CATCH BASIN K 0 d S 1A 0' " h o x7587 UTILITY x75.29' �} AA PROPOSED HPARKING LOT LIGHT IGHT OPEN AIR PAVILION APARTMENT RIM: 676.69' U _ 1 x 75.30 47 29 POLE 476.72' BB PROPOSED PEDESTRIAN LIGHT 8'EDGE, 13'AT PEAK 1 z O BUILDING 1ZHEIGHT r U ° `- En 476.8 o FFE: 477.78' 47745' aha a6.a' / 476.8 ' I1 ® 477.01 CATCH BA 51N ). 1 ;65j7AQES f 19'0"TVP,• AC S' / -- - -_ - -METAL BENCHES 476.95 CP$9 _ CONCRETE BASE 114' 47]53 ,ff 7 ¢ CONCRETE ALK F USH 0 4n.19 p m.5z 4n.4q 4n. e n 8 4n.4 ' n.37CP#1 ,` ,65' 4 - '. x76.68' x7567 _ SITE IS INTENDED AS A PRIVATE RECREATIONAL FACILITY FOR BRENTWOOD 8 IDE P BLIC ASPHALT PAVING m dn.16' -~ • �- ` �- ... x77.93' -- x77.e9' -- _ '. _- Yx{ 476.7r ESTATES RESIDENTS. NO PUBLIC ACCESS PROPOSED. SAN TARY EWER `„ 'w an.1o' 47677 �m 47SR5m 477 eat 47720 1z• .:, _- PROJECT IS NOT INTENDED ASAPHASED DEVELOPMENT EAS6MEN w CONCRETE VALLEY CATCH BA9N GUTTER Ix• CEDAR D G I o RIM: 476.48' M 477.44' 477.43' .Y' '. ARKINGLOT LIGHT POLE PEDESTRIAN LIGHT POLE - J 477.17 477.3° CONCRETE WALK (FLUSH) 477 - y _ _- w 4n. a. _ _- -- - _ J 8.90' __ b/ _ _ __ _ __ __ SIT pB= __ iB.- - __ ___ ___ qjiI D PRIVATE INTERNAL ACCESST030TH STREET DRIVE- APARTMENT PEDESTRIAN ACCESS •475.18'• N89°41'13"W 75.1 475.12' x]5.N' x75-37 4787w C0 TION TO EXISTING WALK 300.00' W Y I APPROXIMATELY 900' TO ,I 476.61' BUILDING w 475.57 FFE: 477.77' PROPOSED WOOD PRIVACY FENCE BHEIGHT Q PUBLIC TRANSIT MAIN STREET STOP ON \ / F 1 ! p J -c \ x74.64' z74JC 474.73 x74.8.9' x]5.17 x75.22' 4x6.37 \TK.84'y f n^ U Z w p EXISTING OFF-SITE SWALE / LIGHT STATEOFOREGON -MEDIUM INDUST RI AL ZONING ,�I -_ w 111 APARTMENT ({ Ip BUILDING I CULVERTCONCRETE �p74 I I 1 Z 47A � - I.E.:473.86' o I L _ 475 - _ _ _ _ J _473�� - m _ _ 50' WADE PUBLIC -473.] 474 -+74.5- N 0 ICP#5 EASEMENT w LL w o � 47k:✓ w ' �7 w OCP#4 3 ° O 30' METAL PARKING - TAX LOT 400 DRAINS WEST ACROSS prl c . N CULVERT BRENTWOOD ESTATES PARCEL- �p I.E.: 472.55 Nin M 50' DRAINAGE EASEMENT KNNI7 TAX LOT #400 PoiETM1 g 1 z II I I I I� I I S;H LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-07-2022 + 4ANIOSCAPE ARCHITECTS `b z z� Epoo�p pw�.Wx 12 . KtO >°'8 ao� �;oWos � m pzw�w D: ryO3Q UJ V U K U�) 9i CLCR o �¢ircR 0 W Fina 3 aM�y 01�ST,t4�, 4 t..4 7C.ANDERSON 0T� ON E•�, Y OREGON U 8-13-19� ``qPE ARG U) Lu H Q U) Lu Q Q M r 0 J O a w O % w Lu F_ LL Lu 7 N M Z V/ n LL r m LL M � SCALE 1"= W- 0" 0 15' w fi0' Reaiaana # Dale D crpfiw 5 R a :2 C Y 0 n` o` u N o L a L10 4' WIPE PUE U0 L CATCH 9ASIN 476.47 '"` BUILDING A ell: -7593• 476.44• 476.61 76.99' 4775,• APARTMENT ¢ Z� 47568' 476.14 476.37 4 .73' 478. 476.89' 477 45 OCP# BUILDING z 476.09' 477.45' 1#2 CATCH BASIN ASPHALT PAVING -i as.zz'SSMH#3 RIM: 475.91' (477084n a1' (477.41) \ 476.12' 7542' 76.60'EXTRUDED CUR 7706" 6. as.z • an.u':- 477.49 4a �' o AM CONCRETE W K 4n.29 477:4 x "".4T B1.1 477.42 7' SS M� n.656. 77, o n.3a - GARAGE l� 82 0ECM000S 42 w 47659' CATCH BASIN 116.5 76.60. RIM: 476.60' 477.25 4711 rc TENNIS p 476.60'6 477.46' 47208 7y86\`.24 476.6 COURTS ss \ COURTS _L -c °uT s �7 ��z3 i6 e6 (477.24) 76.79 �W 476.00471-.80- 'MIP 47789 TAX LOT #4700 ss \ BASKETBALL 477.9 (477.16) (477.16) y 476.7e \ \ COURTS TRASH a evl 4n n.+e• 4".14- COURTS U �\ \ AREA -776 4 7. CRETE WALK 14' WIDE PUBLIC 4)6.93' - x77.8 y. 4T/.40' x71.52' aaor \ S 47794 77 nx� ' 477 6 SANITARY SEWER EASEMENT CL m \ .I �47J6 4 J.6. w w ou p \ ss\ 4n9Z: a7e.19) APARTMENT =anJ6l W \ \ w ;,617>42g� x BUILDING APARTMENT an.zo' CL o °�+ID\\ T 77. ¢ a FFE: "' ^"' BUILDING v x77.94' .2x47.89' FYI aeaanglimiled Imams FFE: 477.97' Q o i71.e6' \ S 8 • 7 epic R 0' MCI need I. pick Nis Lip? m W \ �- SSS 11A: 8 - 471.32 S5 - 55 ss - ss ss ss ss 55 SSMH#5 p 47529• 478.24' 478.25 47036' 4769 Up EU. CUR 4T1.46(a7e)�; }, 7T _ _ 10 WIDE P -UE -4- - - - - - - - - - -A 4A.21 IJ Q I D_ N Q 476.91 ATCH M: 4 N 89'41'13" W 232.45' APAR BACKFILL FOR POSIT BUILGDRAINAGE TO CURB I,,.. FFE: 478.22' T T APARTMENT CUT BUILDING FILL FFE: 478.12' NET BACKFILL FOR POSITIVE DRAINAGE TO CURB LOW POINT TOP OF WALL M M _J F- .476 0 4758 �BC BOTTOMOFCURB APARTMENT BUILDING FFE: 477.78' APARTMENT BUILDING FFE: 477.77' LOT 13 APARTMENT BUILDING (477 (477 . j J 475.0 x4 LEVELSPREADER- N SEE CIVIL \ 474.3 S SD 75- • y 7&12' x75.41' 75.37 1'13"W 300.00' x y N5,.6„ w EXIT 'I x74.74' N4J3' x74.64' O O I F II x]4.88 47&fY x]5.27 41537\76.64'. N �474.5� 473.5- w UTILITY POLE 5' WIDE PUE UTILITY POLE -15' WIDE CITY OF ,6.19' SPRINGFIELD EASEMEN PERFORATED DRAIN PIPE- SEE CIVIL 2 r N M O bl 476.71' 18" CONCRETE CULVERT I.E.: 473.86' GRADING NOTES 1. ALL SURVEY INFORMATION PROVIDED BY: ROBERTS SURVEYING, INC., P.O. 80X7155, 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. 6. 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 E. 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. ESTIMATED CUT / FILL QUANTITIES: CUT /q FILL 260 CY NET 650 CY CUT ° LP LOW POINT TOP OF WALL M M BOTTOM OF WALL .476 0 4758 �BC BOTTOMOFCURB 499.40 PROPOSED GRADE �TS TOP OF STEP �BS FL FLOW LINE ELEVATION /-AD AREA DRAIN ® PROPOSED AREA DRAIN 4763- Y� 47597; EXISTING ELEVATION of Jp`Lo�(489.40) ao� �;oWos � m oow�w W 47418TO ryO3Q W In V 0 5. CR 0 476.4 _. I FFE 476 W Al F in a 3 .H • IE�� 1'.a 70 G ANDERSON OREGON w 415.59' I 7 Z J `W r 1475.0 a LU V r Z 582' O - > w O 5• .� 4755 x].89' ii M W M � SCALE 1"= 30' - 0" a 15' 30' 60, R.Am. di # Dale D crp9m 4r 4758, w 476.3 3 _ '. 4759 476A CERA 54755 R a :2 /// 47514 C Y 0 N 475.56' x 175.88' o` u o L a L4.0 x x15.90' o / 4758 / jjj 4759 476.5 1.7% SLOPE I. ` 47530 - 4]577 _ x7&88' x75.81' ` a l 475 0 411 .1 475 g 475. - j M 4758 475 D UWB h x75.87 x75.29' x75.30' 29' x 475.8] 475E ( ¢ 475`0 - e' .:' 1 * • x 66' 476.5 4 w 475.0 \ .... x x7567 47 93' ISLANDS AS STORM W_ . ER PLANTERS 475 69' x _f• SEE CIVIL UTILITY AND PLANTING PLANS ,w AR ` 475.5. - • T '� \ 476.0 : 475.9 . j J 475.0 x4 LEVELSPREADER- N SEE CIVIL \ 474.3 S SD 75- • y 7&12' x75.41' 75.37 1'13"W 300.00' x y N5,.6„ w EXIT 'I x74.74' N4J3' x74.64' O O I F II x]4.88 47&fY x]5.27 41537\76.64'. N �474.5� 473.5- w UTILITY POLE 5' WIDE PUE UTILITY POLE -15' WIDE CITY OF ,6.19' SPRINGFIELD EASEMEN PERFORATED DRAIN PIPE- SEE CIVIL 2 r N M O bl 476.71' 18" CONCRETE CULVERT I.E.: 473.86' GRADING NOTES 1. ALL SURVEY INFORMATION PROVIDED BY: ROBERTS SURVEYING, INC., P.O. 80X7155, 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. 6. 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 E. 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. ESTIMATED CUT / FILL QUANTITIES: CUT 910CY FILL 260 CY NET 650 CY CUT 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 EXISTING ELEVATION of Jp`Lo�(489.40) LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-07-2022 + 4AYMSCAPE ARCHITECTS `b E 000'�'rc 12 M= of ao� �;oWos � m oow�w W ryO3Q W In V 0 CR 0 W F in a 3 .H • IE�� 1'.a 70 G ANDERSON OREGON w 8-13-19 LU Z J `W r a LU V r Z rn O Q > w O 0_ I] LU is Z ii W M � SCALE 1"= 30' - 0" a 15' 30' 60, R.Am. # Dale D crp9m 5 R a :2 C Y 0 N li o` u o L a L4.0 t9� �_14' WIDE PUE I I SSMHg2 I 471 4]f 4]6 I I I � I I Ion 4]E h 477 t m SS rh11 \f\IIVV 477.15' 4]8.5247fi.61' CP#2 477.19'0 CATCH BASIN q 47fi.47' RI 47b.93 476.42' 478.61 Jfi.99' 476.14' de.37 416.13' 476.5 476.89' 47 175 ee' 477 ASPHALT PAVING 477 . 471.65 g. 77.30' Q- 1� Z34' ;7.82' DECIDUOUS q\ RELOCATED EXISTING �" CA' UGHT POLE AND BASE TENNIS RIM: 476.80 4)7.46' 471'O �s\\ COURTS riF4 °uTmdn�35 os 'ee as -as BASKETBALL \ \ COURTS 477.fi1A\ \x7/.40' x71.52' 78.01' \ \ 7 \\�\\� C ¢77.94' `76rM 477.65 {n [477.:B N 89" :2.45' 4]7.75'APARTMENT '477.6'47828 BUILDING m 7.5' 478.2 I I a17e' FFE: 478.22' 477.41' ...- 0 477.T > 4724 m g 477.20* n.r ¢ c I I I ¢ 177.`0 176.85 4747 177 ATCH BASIN `^ M. 478.6.52' CATCH I RIM: 4 476.61' 46.6 I I GUTTER APARTMENT BUILDING FFE: 478.12' APARTMENT BUILDING FFE: 477.78' APARTMENT BUILDING FFE: 477.77' APARTMENT BUILDING TRASH AREA 254 Q n.a2' =SS 4-71 0 CP#1 J APARTMENT LEI o� BUILDING x o APARTMENT < G)� BUILDING UTILITY r POLE GARAGE � o I" - - TAX LOT #4700 15' WIDE FILE 16. 471.14' RETE WALK 14' WIDE PUBLIC SANITARY SEWER EASEMENT APARTMENTn BUILDING APARTMENT FFE: 478.04' BUILDING - - - - - - - - FFE: 477.97' 55 55 ss ss ssSSMHW'5 55 ss SS -J - ss -10 WIDE PIIS ----- - - 78.Og' / 6.39' 41636 476.36' 418.40' £BB CC ._ UTILITY 1744]8' I z5 I / 75.82' x7 .89' ____77 .86' x 76.74' x75,85` 7.7 I a• x76.88' 475.B1' 475.87' oxrc 1 rSPRINGFIELD 15' WIDE CITY OF " .EASEMEN 75.84' 111 I CATCH BAyIN RIM: 476.5 7.53' 4 " .88' x76.87 L3TCP#1 W x75.93' 475.89' -9) 176.]1' 77.20' 4' .64 X x 127 W CEDAR 471.3 b " CC' o.. 47431'. B / _ x475.18'' 75% 1r- 75.12' x75.41' 300.00'x \ N 89°4113" Wx7547 r 471.ex " x74. W' R. x14.74' x74.73' x74.88' x76.1T x75.22' 47f5.3T \ga. " tCD 8' NCRI 474. CULVERT � 474� �� � \ LE.: 473.86'86' 473.5 X4731' POLE -MOUNT LIGHT AM PHOTOMETRIC DIAGRAMS AA 3 POLE -MOUNT LIGHT INFORMATION SCALE: N.T.S. [71 LEGEND III ALL LIGHTING WILL MEET THE STANDARDS IN EC 9.6725 OUTDOOR LIGHTING STANDARDS TO ��\• IJ/ - I/Q✓/ �, 1Iq 21,1) I I INCLUDE BUT NOT LIMITED TO: 1 QD SHIELDING: ALL LIGHTING FIXTURES SUBJECT TO A LIGHTING PERMIT SHALL BE CUTOFF ao�;oWos 1. SEE DETAIL SHEET HEREIN FOR FIXTURE INFORMATION AND PHOTOMETRICS. +M1 .HL _:H 24H 1VLfiL0 ENL e L MH 1n _ O � m ~yo3p THE LIGHT WITHIN THE BOUNDARIES OF THE DEVELOPMENT SITE. W V U b"I .HLVH 2m mL o HF VL MH nH .i Trps a AM PHOTOMETRIC DIAGRAMS AA 3 POLE -MOUNT LIGHT INFORMATION SCALE: N.T.S. [71 BB CC SCALE: N.T.S. NOTE: MH = MOUNTING HEIGHT POLE -MOUNTED LIGHTS ON A 20 FOOT POLE: 3MH EQUALS 3 x 20'= 60' LIGHTING LEGEND III ALL LIGHTING WILL MEET THE STANDARDS IN EC 9.6725 OUTDOOR LIGHTING STANDARDS TO ��\• - I/Q✓/ �, 1Iq 21,1) I I INCLUDE BUT NOT LIMITED TO: QD SHIELDING: ALL LIGHTING FIXTURES SUBJECT TO A LIGHTING PERMIT SHALL BE CUTOFF ao�;oWos 1. SEE DETAIL SHEET HEREIN FOR FIXTURE INFORMATION AND PHOTOMETRICS. +M1 .HL _:H 24H 1VLfiL0 ENL e L MH 1n _ O � m BB CC SCALE: N.T.S. NOTE: MH = MOUNTING HEIGHT POLE -MOUNTED LIGHTS ON A 20 FOOT POLE: 3MH EQUALS 3 x 20'= 60' LIGHTING LEGEND NOTES ALL LIGHTING WILL MEET THE STANDARDS IN EC 9.6725 OUTDOOR LIGHTING STANDARDS TO SEE. wi INCLUDE BUT NOT LIMITED TO: QD SHIELDING: ALL LIGHTING FIXTURES SUBJECT TO A LIGHTING PERMIT SHALL BE CUTOFF ao�;oWos 1. SEE DETAIL SHEET HEREIN FOR FIXTURE INFORMATION AND PHOTOMETRICS. AND ADDITIONAL SHIELDING SHALL BE REQUIRED, AS NECESSARY TO DIRECT O � m ~yo3p THE LIGHT WITHIN THE BOUNDARIES OF THE DEVELOPMENT SITE. W V U PEDESTRIAN AREA LIGHTING. PARKING LOT LIGHTING. rr PARKING AREA LIGHTING AA TYPE 4 AREA LED WITH INTERNAL SHIELD, 12'-0" POLE. W�tzsp:o PARKING LOT LIGHTING, IF ANY, SHALL BE DESIGNED TO PROVIDE THE MINIMUM "AA"= 2 FIXTURES MOUNTED AT 180 DEGREESCC 5=.y (PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT). LIGHTING NECESSARY TO ENSURE ADEQUATE VISION AND COMFORT IN • IF�� t.4 70 GANDERSON �, W-0' POLE 8-13-19 NOTE: CENTER OF POLE TO BE LOCATED 30' FROM EDGE OF PARKING AREAS, AND NOT TO CAUSE GLARE OR DIRECT ILLUMINATION ONTO Z W H J PHILIPS GARDCO ECOFORM AREA LED ECF ADJACENT PAVING OR BACK OF CURB. � ADJACENT PROPERTIES OR STREETS. Lu 0 v Z OR EQUIVALENT O L F_ PARKING AREA LIGHTING BE "BB" -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 12-07-2022 + 4ANIOSCAPE ARCHITECTS + SEE. wi QD ao�;oWos Ow o�wt O � m ~yo3p W V U EE W�tzsp:o F m a 5=.y • IF�� t.4 70 GANDERSON �, Y OREGON U 8-13-19 Lu Z W H J � Lu v Z r O r O L F_ > w w ° 2K > 0 � � w Lu LL W Is � J LL n K ma f7 M SCALE 1"= 30' - 0" 0' 15' 30' 60' R.Asians # Dale DesmpSm 5 R a :2 C Y 0 N L L5.0 �HALI rAVINU 5.6o'EXTRUDED CU ]ATCH BASIN ?IM: 476.80' 3 BASKETBALL COURTS ° D o 477.52' 477.9, \ \ 0 SS \ \\ L C+ \ S - \ 11 II II"-'I4��A 78.1 .45 T ,89 477.93' L5 °6 as as 477 TER 477.66' f 477.8 �� _ o 477.45' CATCH BA�IN RIM: 476. 0' 477.53' 14' 477.20' 477.4 477.17' 477 TRASH i�fl)vX MIN ll7iiIiN GARAGE 56 `� 477.1 \\ -ash 477.39' o 477.42'8 �n< Bn L477.02' ssx ssL 47,S' TTER 477.20' X J__ rnll 1 475.69 ,,,;1 CRETE WALK TAX LOT #4700 APARTMENT BUILDING a ' FIFE: 478.04' }-- SS ss SS ss - Thi_ I I e Ii II 44,78' I' NATER THIS :HEMS 110- WTD E P 14' WIDE PUBLIC SANITARY SEWER EASEMENT APARTMENT BUILDING FFE: 477.97' --------- -- SS _ 55 SS ss - - ss a C, U m w II m x 4/5.18 N 89°41'13" W �� (0 Z Ld < �0 a �n 1474.64' 474.74' 1474.73' 1475.12' 1475.41' 1474.88' 1475.17' v; y 15' WIDE PUE 476.40' UTILITY POLE 15' WIDE CITY OF 476.19' SPRINGFIELD EASEM 10' BUILDING SETBACK TO LDR 475.84' /b.82' O O O N 98.40' N O M N O O co UTILITY POLE 1a547s.7z' 475.37 x \ 471.87' 7�s S x N \ ti 1475.22' 475.37'\ x 47 .64' 1I1 I Iv l LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-07-2022 PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWEDWRHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS 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. 6. 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 UNPLANTED 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 SOIL MOISTURE DEVICES. 4. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED INA MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-0FF. 5. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER OVMER)WITH MAIN SHUT-0FF VALVE, BACKFLOW PREVENTION DEVICE. 6. AUTOMATIC CONTROLLER(WEATHER PROOF LOCATION PER OVMER). 7. ELECTRIC REMOTE CONTROL VALVES (HUNTER OR APPROVED)AS SPECIFIED, WTH 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 65 PERCENT OF EACH REOUIRED PLANTING AREA MUST BE COVERED WTH UVING PLANT MATERIALS WTHIN 5 YEARS OF THE DATE OF INSTALLATION. THE UVING PLANT MATERIALS MUST BE DISTRIBUTED THROUGHOUT THE REOUIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER 1,000 SF OF REOUIRED PLANTING AREA IS AS FOLLOWS: (1) A MINIMUM OF 2 TREES, NOT LESS THAN 6 FEET IN HEIGHT, THAT ARE AT LEAST A 2 INCH(DB1) CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND (2) TEN SHRUBS, 5GALLONS OR LARGER. (3) LAVM ANWORGROUNDCOVERMAY BE SUBSTITUTED FORUPT025 PERCENTOFTHE LIVING PLANT MATERIAL REOUIREMENT, UNLESS TREES OR SHRUBBERY ARE REOUIRED 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 SPRINGFIELD DEVELOPMENT CODE 4.4.105(F) PARKING LOT PLANTING AREAS MUST INCLUDE 1 CANOPY TREE AT LEAST 21NCHES (DBH) IN CALIPER THAT MEETS CITY STREET TREE STANDARDS AS MAY BE PERMITTED BYTHE ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AND AT LEAST 4 SHRUBS, 5 GALLON OR LARGER, FOR EACH 100 SQUARE FEET OF PLANTING AREA. SHRUBS THATABUT 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 (SEE PLANT SCHEDULE BELOW) LAWN TURF AREA EXISTING TREE TO REMAIN IRRIGATION SLEEVE PROPOSED POLE MOUNTED LIGHT �Y� 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 CCMPUMMT THE COVER REOUIREMMT BUT IS NOT CONSIDERED A SOLE SUBSTITUTE FOR THE VEGETATIVE GROUND COVER REOUIREMMT. (c) ALL LANDSCAPING MUST BE IRRIGATED WITH A PERMANENT IRRIAGTION WCH 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 x 0.05) 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 PLANTING SMALL CONFORM TO STANDARDS AS DEFINED IN SPRINGFIELD'S ENGINEERING DESIGN STANDARDS AND ".-SWI'E'. PROCEDURES MANUAL. PLANTING IS PRELIMINARY. FINAL SCHEME, PLANT TYPE, AND PLANT SIZE TO BE INCLUDED IN CONSTRUCTION DOCUMENTS. PLANT SCHEDULE SWTF 1 WFW CITY BOTANICALNAME COMMONNAME SIZE SPACING JUN PAT M JJNQJS PATENS SPREADING RUSH 4" 12'c.c. PLANT SCHEDULE SWTF 2 28] JJNUJS PATENS SWFW CITY BOTANICALNAME 00M NOME SIZE SPACING JUN PAT 28] JJNOJS PATENS SPREADING RUSH 4" 12'c.c. PLANT SCHEDULE SWTF 3 o.56i UD SWFW CITY BOTANICALNAME COMMONNAME SIZE SPACING JDN PAT 28] JJNUJS PATENS SPREADING RUSH 4" 12'c.c. Stormwater Treatment 1 -Planter 267 s.f. Vegetated S.F. Scheme A Plant Category Required Antual Plant Count Groundoover 26( 126f Stormwater Treatment 2 - Planter 267 S.f. I Vegetated S.F. Scheme A Plant Category I Required Actual Plant Count Groundcover 267 267 Stormwater Treatment 2 - Planter 267 s.f. Vegetated S.F.SchemeA Plant Category Required Antnal Plant Count Groundcover 1261 267 9j + LANIOSCAPE ARCHITECTS + E o�o'rc°r a w'=rwz wo r o.56i UD 12 ts of QD ao�;oWos Ce p IS w al UL D W ~yo3p W V U ¢o LY U) ✓✓) d o F3'�� ✓✓) tz s� tz Q V FS U)v N W $ hiIn 0 33w E- m M 3 €„p�N�y 4 11F�� C.I 70 GANDERSON OREGON w Q 8-13-19 "PE A Z LU LU J � a w C7 C M Z r O r Oo1 II- W K > 0 ZK > W D r � W QLU J Is u_ w Is z of w N LL 0_ LL m o_ M r7 SCALE 1"= 20' - 0" 0' 10' 20' 40' R.Asiens # Dale Description 31,5 Rw w 12 C n � o IL o` u d. L6.0 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 ---————————— — — — — —— 1111111114 C 7 CONDIMN LIMIT OF DISTURBANCE AND _ r� I 46% ti TF 1 0 Q X 36% PERCENTAGE OF CRITICAL ROOT ZONE DISTURBANCE 8% o 12. " Qe IoW �I \ y 1 e `120\1 X 4 D W LL 42°A TFI' CATCH BA I& RIM: 476. 6e, SNAG,LOG 15 BE REMOVE 2' CEDAR L J_ti iaaaLa�a—•�aaaaal� — 4 \ SD < SD a SD . . SD 5D SD 5� <SD N iii � • iii • i Y i. iY. i \ 4,� N 89041'13" W 300.00' �i N I � I \ II I � I LAWN " CONDIMN LIMIT OF DISTURBANCE AND _ II O ti 8"MAPLE I Q X 36% PERCENTAGE OF CRITICAL ROOT ZONE DISTURBANCE 8'MAPLE GOOD 12. " Qe IoW af \ y 1 e 4 \ SD < SD a SD . . SD 5D SD 5� <SD N iii � • iii • i Y i. iY. i \ 4,� N 89041'13" W 300.00' �i N I � I \ II I � I LAWN " CONDIMN LIMIT OF DISTURBANCE AND _ II O ti 8"MAPLE I m X 36% PERCENTAGE OF CRITICAL ROOT ZONE DISTURBANCE 8'MAPLE GOOD 12. " Qe IoW af 8'ASH y 1 DBH (IN INCHES) X 1.5 I ( X 4 D W LL 8'IRONMOD FAIR '.I UTILITY I POLE 0 15' WIDE UTILITY POLE 15' WIDE C Sp RINGFIEL O O O N N O M N M O O U) 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 SIZE PE CONDIMN LIMIT OF DISTURBANCE AND _ II O " 8"MAPLE I m X 36% PERCENTAGE OF CRITICAL UTILITY I POLE 0 15' WIDE UTILITY POLE 15' WIDE C Sp RINGFIEL O O O N N O M N M O O U) 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 SIZE PE CONDIMN LIMIT OF DISTURBANCE AND _ CONSTRUCTION SITE BOUNDARY O TREE PROTECTION FENCE 8"MAPLE GOOD m 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 - W" V U ,w°oipa 6'MAPLE POOR X 6'MAPLE POOR 1°" X 8 MAPLE POOR X � 8 MAPLE POOR C. ANDF�RSWONT X Y OREGON U 8-13-19 18 CEDAR GOOD Z X ZJ 16 -MAPLE POOR X Lu QZ 8'ASH GOOD 0 u7 X Lu 19'CEDAR GOOD p wW X W V) H WW 8s4CHERRYCLUMP FAIR W Is z z �a co�Q_ ma n X � 8'MAPLE POOR X D' 10' 20' 40' 12'CEDAR NIA - SNAG # Dale D aptim X 8"MAPLE GOOD X LEGEND SO EXISTING STORM WATER SS EXISTING WASTE WATER SD PROPOSED STORMWATER PROPOSED WOOD PRIVACY FENCE 8' HEIGHT PROPOSED CHAIN LINK FENCE SSJJ 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 m 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! od- - - W" V LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-07-2022 + LANDSCAPE ARCHITECTS + Epoo�p a 12. IoW af IL m .; Wos O , M pzww IzI D W LL I, II! od- - - W" V U ,w°oipa a�z�p=o W $ °i 1°" � r 70 C. ANDF�RSWONT F, Y OREGON U 8-13-19 Z ZJ as Lu QZ O 0 u7 5> Lu p W p wW O K W V) H WW z w LL W Is z z �a co�Q_ ma n � SCALE 1"= 20' - D" D' 10' 20' 40' ReA.. # Dale D aptim R w w F a m B a � o a a n` o` u n L8.0 SEE PLOFING PUN FOR PLANTING SCHEME AND COVERAGE 6" r 16' PAVING PER PLN DENSE GRADED HMAC 3" PEA PAWNC PER PLAN T- ' •• "• 3/4'-(0) CRUSHED ROCK, EL: 440.00 GRAVEL CAP Z.t g✓-' SUBGRADE PLANTER WALL EL 439.00 70P OF ROCK e • • :,a. ..; • STORAGE EL: 472.00' PUNTER WALL N 4' SCH 40 PERF PIPE II Il_ ENCASED WITH 4' OF STONER F� GEOTEX77LE FABRIC 12 3/4' OPEN CRUSHED TOP SIAL ^� 24' Imo' - %i ROCK, WRAPPED IN OPEN GRADED CE07DMLE FABRIC. . AGGREGATE STORAGE EL 470.00' N �ECi TO OPEN GRADm�• \ i,//��///\\//i\�\ 4PERFORATED PIPE NOTE OVERFLOW SIRUCNRE AGGREGATE COMPACTED SUBGRADE UNDMIDRNN. CONNECT TO ALTERNATIVE TO FRENCH DRAIN MAY BE EZ -FLOW MANUFACTURED OVERFLOW SIRUCIUVE PRODUCT. SUBMIT PRODUCT FOR APPROVAL OPLANTER, SECTION A -A SCALE N.T.S. opyrightO 2013 Branch Engineering, Inc. OROCK STORAGE, SECTION B -B SCALE: N.T.S. OFRENCH DRAIN SCALE: N.T.S. CONSTRUCTION NOTES: 401 STORMWATER PLANTER PER DETAIL 1 402 OVERFLOW DITCH INLET. 403 DRAIN ROCK SECTION 1401 x 27'W x 2'D. SEE DETAIL 2 404 4" STORMWATER PIPE 405 LEVEL SPREADER PER DETAIL 4 406 4" PERFORATED PIPE IN ROCK DRAINAGE 407 FRENCH DRAIN PER DETAIL 3 408 RIPRAP OUTFALL PROTECTION GRAPHIC SCALE 20 0 10 20 40 4pg CONNECT FRENCH DRAIN TO LEVEL SPREADER IN FEET ) 410 ROOF DOWNSPOUT LEGEND EXISTING 3:1 MAX SLOPE BETWEEN ROCK AND CATCH POINT CLEAN (5R FINES) 2 1/2"-1" WASHED ROCK 4" STORM - CONNECT INLET PIPE TO 8' PERF. PIPE ALONG BOTTOM OF LEVEL SPREADER OLEVEL SPREADER SCALE N.T.S. PROPOSED PROPERTY LINE 100 ELEVATION CONTOUR FENCE X SD— EDGE OF PAVEMENT \ —(E)SD— STORMWATER LINE —(E)WW— WASTEWATER LINE (E)OHW OVERHEAD WIRES —(E)G— NATURAL GAS LINE — — SANITARY SEWER EASEMENT ® STORM MANHOLE © WASTEWATER MANHOLE 10, POWER POLE L TRANSFORMER Wm WATER METER D4 WATER VALVE LIGHT POLE FIRE HYDRANT Q TELEPHONE RISER k, UNKNOWN VAULT LANDSCAPING UNKNOWN UTILITY BOX E) GAS VALVE ROCK STORAGE SIGN STORM PLANTER CONCRETE 0 3:1 MAX SLOPE BETWEEN ROCK AND CATCH POINT CLEAN (5R FINES) 2 1/2"-1" WASHED ROCK 4" STORM - CONNECT INLET PIPE TO 8' PERF. PIPE ALONG BOTTOM OF LEVEL SPREADER OLEVEL SPREADER SCALE N.T.S. PROPOSED 18- D.G. 100 ELEVATION CONTOUR EDGE OF PAVEMENT 2' x 6' CEDAR SD— STORMWATER LINE — PERF— PERFORATED PIPE ROCK AND CATCH POINT WASTEWATER LINE Willi W WATER UNE FIRE UNE W DUAL CHAMBER CATCH BASIN SURFACE DRAIN ® WATER METER w DOUBLE CHECK ASSEMBLY VAULT ^ CLEAN OUT O ROOF DOWNSPOUT LIGHT POLE O CONCRETE W LANDSCAPING 0 W O ROCK STORAGE STORM PLANTER L 2' GRADE 18- D.G. BOARD NOTCHES 2" 2' x 6' CEDAR 2 - GRADE BOARD 3:1 MAX SLOPE BETWEEN ROCK AND CATCH POINT ELEV� 474.30' TURF REINFORCEMENT / 1�MATRNG 3' MIN. 1-1 FASTEN GRADE BOARD TO EVERY SUPPORT POST WITH (2) 4" 0, 4" SIMPSON SDS SCREWS ENSURE WASH ROCK IS INSTALLED UNDERNEATH GRADE BOARD TO PROVIDE FULL SUPPORT 47X4' CEDAR SUPPORT POST. 1' MIN. EMBEDDED OR AS NEEDED TO SUPPORT GRADE BOARD. LAND USE SUBMITTAL. NOT FOR BUILDING PERMIT Nanch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engi neeri ng.coin #79232PE JreALALLY SIGNED tREGON = c. zi, PATj�� EXPIRES: DECEHBER 31, 2022 project title revisions date. DEC. 07, 2022 drawn by: KJS designer: NP project no: 22-226 UTILITY PLAN sheet W Q 1 W z O `LJ O W W \ W O L N r W Z i--= W o u z N m m Vii revisions date. DEC. 07, 2022 drawn by: KJS designer: NP project no: 22-226 UTILITY PLAN sheet