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Plan, Tentative APPLICANT 6/9/2017
Cn LAURA STREET bwFm1,6kR1NGF1ELD, OREGON 97477 l N BUILDING OWNER ABBREVIATIONS SYMBOLS LEGEND DRAWING INDEX VICINITY MAP 41 LAURA STREET MEDICAL LLC @ ATD ROOM IDENTIFICATION Room Name T1 TITLE SHEET N.T.S. LAURA STREET AND HAYDEN BRIDGE WAY i E EXIST NGINE 101 EXISTING CONDITIONS PLAN U) SPRINGFIELD, OREGON 97477 ELEC ELECTRICAL CLR CLEAR BUILDING STRUCTURE GRID - — CIVIL �� PHONE {541) 868-9430 GR�� �- ' . 2�9-... DIA DIAMETER C0.0 EXISTING IMPROVEMENT & UTILITY PLAN CONTACT: CONNIE McVEIN DN DOWN C1.0 EROSION AND SEDIMENT CONTROL PLAN i EMAIL: CMcVein@OregonNeurology.com ELEC ELECTRICAL C1.1 EROSION AND SEDIMENT CONTROL NOTES SIM EQ EQUAL DWG NO. C1.2 EROSION AND SEDIMENT CONTROL DETAILS FOS FACE OF STUD DETAIL TAG C2.0 GRADING PLANrn MAX MAXIMUM SHEET NO. .0101 C3.0 UTILITIES PLAN- MECH MECHANICAL C4.0 PAVING PLAN a� MIN MINIMUM C5.0 DETAILS ARCHITECT ON CENTER C5.1 DETAILS OFC OFFICE DOOR MARK o11 r HARLOW ROA HAYDEN BRIDGE OPP OPPOSITE (SEE DOOR SCHEDULE) REF REFRIGERATOR 0 TBG ARCHITECTS +PLANNERS RM Roots ARCHITECTURAL W SIM SIMILAR A1.0 SITE PLAN -E� oLj 132 EAST BROADWAY, SUITE 200 SPEC SPECIFICATION O A2.1 CONCEPTUAL FLOOR PLAN PROJECT ��-T�g EUGENE, OREGON 97401 STOR STORAGE KEYNOTE A3.1 EXTERIOR ELEVATIONS PHONE (541) 687-1010 FAX (541) 687-0625 STRUCT TOP C URA % uj OL `' CAT I ® N CONTACT: JOHN LAWLESS AND KRISTEN TAYLOR TYP TYPICAL EMAIL: ktaylor@tbg-arch.com UON UNLESS OTHERWISE NOTED LEVEL TAG OILLEVEL- „ LANDSCAPE VFY VERIFY 10 0 L1 LANDSCAPE SITE PLAN z VIF VERIFY IN FIELD 1z o r W/ WITH -IPA W/O WITHOUT 12 ~' 1z uj cj' CONSULTANTS NOTE: THIS LIST IS INCOMPLETE, VERIFY ABBREVIATIONS WITH ARCHITECT W z W O BRANCH ENGINEERING, INC. (D STRUCTURAL ENGINEERS i 310 5TH STREET SPRINGFIELD, OR 97477 C!) W 0 �- O PHONE (541) 746.0637 BASIS OF DESIGN Z w Q CONTACT: RICK HERNANDEZ, PE, SE z C EMAIL: rick@branchengineering.com W PROJECT DESCRIPTION: A NEW 19,137 SQUARE FOOT SINGLE -STORY w I MULTI -TENANT BUILDING INCLUDING U) BHEGROUP ENGINEERING, INC. ASSOCIATED PARKING, LANDSCAPING, AND 0 SITE IMPROVEMENTS. Z CIVIL ENGINEERS W 940 WILLAMETTE STREET #310 CONSTRUCTION TYPE: VB W/ SPRINKLERS Of ; EUGENE, OR 97401 OCCUPANCY GROUP: B -OFFICE A3 -ASSEMBLY J PHONE (541) 686.8478 GROSS PROJECT AREA: 1.78 ACRES OR 77,537 SF U) �I t!) ZONING: CC -COMMUNITY COMMERCIAL CONTACT: MONICA ANDERSON BUILDING CODE: 2014 OSSC EMAIL: MAnderson@bhegroupinc.com STANGELAND &ASSOCIATES, INC. - TITLE SHEET LANDSCAPE ARCHITECTS 2150 UNIVERSITY STREET EUGENE, OR 97403 PHONE (541) 484.7367 CONTACT: BRAD STANGELAND ASSESSOR'S MAP LOT EMAIL: brs@stangelandlandscape.com oa Date Received N o© COPYRIGHT 2017 by TBG Architects + Planners 11 IN OR M17 EC ELECTRICAL ASSESSOR'S MAP 17-03-22-44 TAX LOTS 7401, 7400, 7500, 8500, 7301 �w DESIGN/BUILD ELECTRICAL CONTRACTOR 32758 OLD HWY 34 o c ALBANY, OR 97322 PHONE (541) 246.2245 REV # DATE DESCRIPTION Q CONTACT: ALLAN GIBBS, PE 1t Cop 3Z EMAIL: aHang@e-c-co.com PROJECT# 10 2016JM zo y � 1 Q0Vk Qvi DRAWN CHECKED JUKGT o C' n( /1 f n DATE 06.02.2017 zo M > ' Q'� P� SHEET o9; oa Date Received N o© COPYRIGHT 2017 by TBG Architects + Planners 11 IN OR M17 k � is . '.. . '. '. . .. � .,.".•.'.�Y� ' �\ SC GO BHE G B 0 u pe SP �•.•/�F :_. 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CURB INLET •.• •'.� •'.• ''.' •'.• •'. .. - tt_ � f I: i :. •. ... �•'IN SCALE. 1 - 20 •.. ., .,•._ .,'.�.-..: ''.". 1". �. •.,•..•.,'..'.}.'.",•ITEM 15. .-.• ,•."-• '••.,•.".•.'.-.'.'RIM.= 445.27 ...• .• .• ., I „•.. ..... .. .. � - -. .. �_..� •:'.I . �. t • . : •: I'." '.5.00 FOOT WIDE :' •':": = 4 1.7 i . • . .''•FL 12 N 4 4 .''• ,•'..'•'.','•'.. .'.1 t .' . ". tt .:' t. "• • ITEM 18. 1 .. EASEMENT FOR. I. _ 1' _I _ _ _ _ _ _ - - =w- - _v,_ - - - -w._:- -w �w-- 'w-- -w - w-�- -w-; _vr-..� �w--w-"-�-'-iv=-`- :�I- - -_' _ - _ � _ '_',_ ._'w._ '.=vr. vT _ ._ _ w 'v - - •. w . Yt =i- � - - 7 {�Q F I E .- .. W - - ,�.,�_ .-..� OOT W D - - -- - - ..� -�- 446-., . OVERHEAD ELEC R C ..' ' . =� .' -' ' .' • . •, • .', • .', • . ' . CURB INLET o.' '.' _PUBLIC UTILITY /. _ a. { 1.' • . LINES RIM - 446.12 - EASEMENT '.1 .'.t•' _ �sr._"� -eT _sT= ='_ r-• _ ' - FL 12 N - 441.90, - BUS _ STOP J - - - _ (.- - - . T- - `57-- -- - "-'\� �� ' �� � -SIGN POST _ -- -- - E _- 4 - _ - 4 � - ABANDONED - - _ r �= -T - ----- ST 4 - 1, - --- -- -------------- - --- _ _- T k - _ - I T _ �• =m 3 / _ =FO -,--FOT--- F9 -.- - .-'T•--�- - -.T_•_-. -. T.-- ``-�"'G.--J -TS +-'FO.--" -.FO- __FO_-._�Ep �.�__ - _T_'' _�7�_.-T_._-_p._- _7•. T.�._ /�� r' „'~ ..�}. �• .. _.... Fp •Pon -T' T_ -__T_ -._^Y.-._ �--T. :/_ •V/1--•pJ �,••+•-��TS 7 Ott= -fes '"i-OIY- �. •.� ._.Ott•- --- _phL +• _p!0. _ _OTS_.--.`D,Vt� _ --9'.-�i `p Q ` _ - - _ _ _Eli- - _ _EHL- _ -OH.- - Gt_ _ _Okt- _ -pH -EHL_ _ _ _ - _ -OHL- _ _ _DHL_ _OHI- _ _ _ EV- _ _ipc_ •_ -TOE- _ _TGE- -. _To:-.....-Tpe - 5p PP 5� - iii g" t¢?3" - -446 - - - -" \ -\ •� �?. \''_TOE ---TGE-- -_TO --' Q �- 4 ,31 46. LINE SIGNAL // � '•. � / , �..�,, _ (- _ �------------ -me- _., ~'-ro3 > ���• ,/' i `\' ED h \� I �' \\ -- -- - E_ -- -- - 4 SI . ' �. ! 1/ •$ E/ / / �y' t0F_ _ T, E _ _ - T F= - - IO - _ TOE-'�G> JO - _ �TOi= =,0 _ T E 446 -' + .,,`` \" . \\� • p�(���+�'p �f/QQ ///,°//rf - -- -- _ - I -- - QQ - -- -= AQP - -----z i ° -TGP_-�y��---T��-\ - i MARKER _TOP - -IOP -TOP- -IOP- _ _IOP- �E SFT - -TOP- - _TOP -TOP_ _ _TOP -DkR'A `! �h TOP- - �_Tpp_ _ _id'_ _ -TOP- - _TA'- - x N n �••-Tw- - -IOP- - - Top -'�`•��OP-4,4, rGL� T T J � I G 1 BUTTON 11 A �. Aso1 A66� AQ >° �i� 4sg�SO° 6� �c,g-. - _TOE- - -TOE_ -.-TOE- -TOE- �E ¢QA 5- OE gQ _ _,OE- _ -' PP / 6 ITEM 12. A A r' f` sty -� ( REAL ESTATE 5.00 FOOT WIDE 1 I '%off 0 I J �`� ITEM 1 1. S9 \ I '10 i FH tLl_' -�»w w w ►►. �h�iia ¢682 SIGN EASEMENT FOR , i ,I AQ> t ! 285.00 w - - - - I ' ITEM 14. OVERHEAD ELECTRIC 1 I QJ / EASEMENOTT FOR E \ \ I ( I t l f I o f i ...' N 5.00 FOOT WIDE I' i t � LINES i 11 ( -'_TEE ► OVERHEAD ELECTRIC \ \ I I t t EASEMENT FOR II �g4 IgA LINES \ I /' s \\ I s� J IL%l lt' 1 I 1 LINES k 1 It I i l , x Q 6 sr § I I , , 444 - , \ \ I S26 ) ( :( l4 `•' o I � t o A6 0 18 30.0 i � ( xQ 8 •mol � �a� I 1 ,...-- - 1 \ �' I II.'I_:�"'•'..-, � .'. t.7,1L '. .I 1 Ii .... ,30.01 I BASIN R.O.W.. GATE = 444.08 1 \ Ii I :. •i'.:� .'I'>il _ I - ► - • I I I ITEM $. �tk6• $ I I �r�, /-~,_ 4S 1. -�-t ! I g > F 8" S 442.36 t PP I (. -' . I' • p ,. I { PAVING t AREA ENCUMBERED BY / ! \ Il l:: , : iIt I I EASEMENT FOR ELECTRIC AND TELEPHONE t t , ! i / I A Ii:1.'. ca" • ." •!N.'1'., ��'., j r t 11t 5.0 o w� tt g / x l.t.:. DISTRIBUTION LINES 1b' t I I ( 11 I `�A� S2 I Il • . 1 I' i 11 ._ i t y u t CONCi'1r' 5r. i ���. QQ t I i 1 i 1 �� / I \ s I ,. , • .I `".' 1.. l al ...I ►� -TOP- WALK 11 g3 I x j -roP_ ggsI N -TOP ---FOP_ TGP-- `Fd' i ! g, �•I. •'' •• ia• t.'i 1. .� , p voo-."••arc '" • I 'I.. . {:'1tt g4 V -TOP- - -TOP- - -TOP- - -t°P -' �l I l If It t 1 I 3g 1 9 1 I. ' it •t " '' ,:' '- ... ' - • . � t 6 [ _ ______-�4g I I WASTE CLEANOUT till I I ------445.69 1 .11.1 401 TO - - �,Of- _ -,OE - -TOE_ - -TOES - _ 1 I ! _ / I RIM ! 11'-" �•� - i- - - 1 1 .1. i i t� ► P TOP �I 1-I •. i I' - (' I I i 1 II' .. ,I TAX OT / __-- ,. �{.. 11 I {� 1 0 °e-------l�,GE- FL 8 S = 440.6 6 .. LL'•. 'jl:l'.'t:i'i..I I tl I $\1 I g�670 �f'-t0E- 96 gSg9 ( QQQ I 1 m'. •..•'''t•:. ''1'.I ";L ''i y 'li�l 11 .' '• � 11' ISI ( I i \ 4g I � I i l I .•-II�•-. ••".�•-' •.i - '.I I ti I �, .:. it i.... . I: i •: , I i o S8 I t .' �t ,I , . I . I (-. t it 1 1 I 1 Sla I• . i• . �i IN i I I' 1.' •I I � I .•.11.1' ' '{ I . � ,. • : I 1 11� .. co -445--- CURB RIM = 444.50 1 11 t:. ' :.t l :..••. I.1 it : it , I I iI I I f�'Q 1. a. CATCH BASIN FL 8" W _441.81 1.1. .. ! i.il- • . �t i j j ! GRATE = 443.46 / I TAX ;LOT 7500 l x I 1 18 FL 10" S = 441.75 . t 1 1 I - AQ a _ I �- I(., o 'k' ' n. I.II 11 i i $ I , �� S z' cas-F I i i ,.. t'IC. i I FL 8' SE .= 441.92 / j 06 t-' e 11 li k i.l� • .t. 1 I. 1 11 1:.:...:::. " .11... � . . ' :� .: ,'„ " ''' �' � � I I ► � 11 TAX LOT 7400 � 1 I "'� �• - � �• • - a'I. 1': t h: `' � �� MARKER . " \ 'g II 1 •. i 1" ''i.'I II �. I CURB INLET f co �i 1 t 111 j I RIM = 443.98 t... .�t .t •. t.t. _ t ,.. ,_• ;z l 1 I t p`o I � \il I I 1 1 Ift'.' •'.-,�''.',:".1,.'_t . I i11 / i FL8"E=441.63 y :71( ,t:..'•�•,... I i���I I ( i T IN I\ I II .'��, i'.,.,,f•'I 11}:t' i R t•11 ' rn I `�1 t �¢6 FL 10" SE = 441.58 i 1` : 1 it u' A 6 0 / t % GRATE = 442.63 j 1 1'~ 11, (.. I o i t i I U. .. ,.,'.... t. I Q43, I �rE, x� tl 2 �Q. i i \\ „ I i II t'. I.'.•:' ' .I j .1.1,11-�:..I r .. •.. t.11. �' • •. .6 i 6 FL 8 S = 441.63 't .. Li .. .. ..., t t 9 I A i •> . 1 r "`\�, I � A II I: : �. �1' 1 'I II I 9 I III. 1 � 1 +; I I I p.k.,,.••••-. tits 1 �• Q ., 4 x x 1 4I QJ •''� x I is I i i 1 II 1" - t I• ..t'_.I.li`� ''1 / :- iI y.. _ -': I l �. 'i � !" .:•'� ��.: •: yl � i � ( � S8j AAS 491. I ! i 1 ��6'.� i Ts'�� m 1 � 1" __-- I i II t-•' .'.�••'.',•.. ,j.. , . 1 . 11''t I v�' 111';• 1-I - - 9 i ~I a f e { 7 / I I I I 1' •'. i •'.� _I f t d 1.11 i T BASIN -444 � ITEM 17. 1 ly .i • , t t ( GRATE - 444.04 I! UTILITY EASEMENT FOR U•.' : t II "•.. { l� l .• ., 1 1 ...�_-- t"' 1 } ; /} i 1 I FL 8' N = 442.35 EXISTING EASEMENTS It.k',• •'.-'' " •t" .'t i';, t I /' a:��.. tl ; t i TAX LOT 7301 1 1 ` tl 1 1 1. 1} It $ . , ! I I 1 I ' ��5 p 1 1 sr� \ WITHIN VACATED PORTION I i I I►.1 1•i.', I . ,i. i 1 ; t... �,��. � i.t �•" . � :• •.1 ,tit; . ��. OF LAURA STREET . I 1•.:. i'.'. 14..' .. h.. •. "}•11 �.\ I 1 i I / it � i4A I � I � sr� �\ i a I -. •. �.L'••L•I 1 I �l. t �- t tit • � t , �� I � � I A3 e 406 iI � I � � � � I 1 , il. l• �. '..�,'I- . a I'I •I -. 1 1 t 4 l •� t 1:. . ! • .' t. tt � � •. t i � a ��. �� t y s�°c�` � I o �0 4�4 II � I I ?� � I I t '. " • '. 22 . •_,.�:,,,�.�'j . I • , 6 p 1 I j 2g i �� x xA �- -TOP9E--Top- 0 - N_ _ 9. 4 k 0 �• t � -----. "-TOP-._ q ' I •L A ! \ . s . - I 1�•{�, � -; �. �' \,11.. 4j �. t,_.. "•. .. \. 1 ri # S I 1 I�8 I tt. -----446---- 93 / 1! , I I �°�` t t i t''�s S \ 30.00 I CO _ co _ _ -TOE QA \ I FH 1 t\ t \ .� ".. � .' .\ \\ . F 61✓ g4\ ITEM SgS ITEM 18. / // I `i \ 1 I/- t AQ Ii..( • ,' ' . tl ..-I 1 1 '6 � � i I - i E -' 9S 1r t_. __' fi�E,-. - � •j- E -�- -{-t EB PUBLIC STORM / 1 I i 1 i 1 ty �� I s I :i: '� .'. p t.'..I. • I I . [il -I =a�\.\ • .. : \�\. \>� \DRAIN EASEMENT I - 444''/ i RIM -'445.84 °►'i l ` \\ \\. �\ �\ WW o co Ag ` 4 69 I g3 ¢ 3 m°=- S �P�c 1 Q I T�Q / it t ' . , L L i \ „ 8 I I 11 (.1 I I 1` FL 12 N= 441.26 x 4 A .92 1 A S \ gQ --q I P �� AQ I 9s 1 pv�-. I• wr FL 12 S = 441.52 coo T-- .� I P.1 wtit \ / Ik �8 t g03i t \ X33 I I �� I I / i11'i . • .t, '. -t l-t---I�\ STORM MANHOLE II �I 1 \ `i\)... �.. �p .,t. �•.\\� \ ` 44$• / X43 0 I a \ ..•.\\\ v✓ :.Q.`\ ITEM 18. RIM = 445.12 t \ \ • ': y \ \ \ x I 1 I i / i p�DL . 1 FL 10" N = 441.60 1 I� , /1' - - - t - - - - - - - -j - I !. y. I 7.ao FOOT WIDE I Q �I t S - I PUBLIC UTILITY A t Q u I - I- I I 1\:'3 . t 1. 1 FL 10" SE = 441.58 I \\ �\ 5� \ \^ �. o w o° -TGE- - - - - 9 _ _, E '-x / I RIM = 445.92 \\\: \ \\ \ : \' �. 3 o sr az sr i I CURB INLET " h TAX OT 8500 N t! 1 i �. EASEMENT , 9s t 7, _� -TGE- - -T�- - - 9 _,GE- AQ , I i I i. I..+. •.t i - I�. L �_- X �"' - a> T�-,o-�---.... - _=-�31 -- -I-� ?A 1 �i i � _ FL 12" S - 440.85 p ¢ L, tet+°` - -- ,----- -- -TGP_ _ X) 3 a PP - r -- _ _ rn SC - ----- \�+ , t - i IOP \ \ \\ < ITEM 18.. .. . �.-.. ; •• .. .. .. ... .5'L --; : . n• I \ \ I /• '.I r -- -- -.. - FOOT WIDE / -.- - 7.00 O . \ .. PP -T I' \ i Fes- _ PUBLIC STORM _ - � � .:., ' ' '� ' -i • •'I' ' -� \ •- RIM 444.51 I/ / \ \ \ .. DRAIN EASEMENT 1 II i \ \ . _ 3 , , y ..' I -''`'fit I WASTE MANHOLE 1 FL 8 N 441.41 i / � �\ \ .' •: .". '. •' FL 10 NW '= 441.41 �.• '•.•.. ;.., .. ..... .. ., - .' .� RM 446.91 Tom-- = FL 10 SE = 441.43 FL 8 N 439.93 \ 10 STORM PIPE i -. � ... ... ..... :.. .. ... .. '.:: ' �• � _ � � \ • • . A . I ' FL = 439.80 I \5 \ ` \ : , , .... .�'T \:� .. �� I Aj j. t. •'i.1.111 .i l FL 8 S 439 i o\ R CURB INLET 4 . \� t \v; .: 'l�, \�� I• :�I,/j /� TAX LOT 7301 1 1 I I p F� \ .\��,. - \ \ rr .. :. ....... •' RIM 445.00 \ \ iv STORM MANHOLE \l�� \ \ \•... ��..\ 4. ITEM 9. I \ \ �. j...\I• i\ \ 1 �y...t; RIM = 446.11 ' I �-- ---� v v v � �. v � � ' "" - � • � • ' � .7.00 FOOT W! D E � � � • •.. '. • • '•:' ' ' �.... - .. ' , - ... . ��;,� ... � . � .. I : v - I � 1 FL 12 E = 440.58 � �--------- , � ' • :,: FL W 441 0 _ � - 2 .. 6 STORM PIPE / / �_ SANITARY AND STORM . FL 12 W - 441.12 4¢ 0 3. : " .I. I ,... v : i `! }.I 1 . FL 12 N - 440.75 / ... t mss, . < • » _ S "-7. H i >z v I I I \ \ -..-� t FL 15 E 441.07 \ FL - 441.76 \ \-- // , � ... . �� .,,.� .. SEWER EASEMENT : •' ' - '• � .. -�- A �•� •'1 � \ • • _ /! I ':..I I FL 15 W = 440.58 AR / \ _ , ... \ \ I I FL 15 S = 440.68 ITEM 8. � \-----�- i .' - ... - . _ ..�... .. .. .. •�:�., . , . \ 1 I 31. - _ �-TCP -- - --� - ----u-- ---_--- - - - - -- -------.:�-- -• ---- ��� .I•.I AREA ENCUMBERED BY- --- -- ---- -- - --------- -- - -- \ i 1 - "1 � - - rte. - r T�-:-1 � • -moi- -Sf= .-57=. - - LC - ST. s7� ------ --- ----T----Si-=--sr-- -=s o ,s sT--. --. ca _ - '-t EASEMENT FOR ELECTRIC--sr----GC----ST- ,o'sT---G=- _-G'- sr - -- GT ---ST-- --ST-- .-sr'- r2•sr: - AND TELEPHONE co - ~� �--..� _ - _ - -- �. .... \ ��\ .. k :\•: I �\ \:�\•\ STORM MANHOLE- ' DISTRIBUTION LINES �' � - LEGEND C(� c n' ~�� ': \ RIM = 447.01 ' LEGEND \ 1 \. 1 1 \ \i . i FL 10" N = 441.01 ITEM 10. ST A TAX LOT 7400 \.1 ,.. t i\\ „ i..- "_(I , FL 12 W = 440.91 7.00 FOOT WIDE RIM = 445.42 EXISTING CHAIN LINK FENCE UNE O FOUND MONUMENT EXISTING STREET LIGHT - WOODEN �; � �• , ": , .. . I ..:... i is \ i\• \• SANITARY AND STORM FL 10" NW = 441.46 - - -ST- - EXISTING STORMWATER PIPE (SIZE AS NOTED) o w EXISTING WATER VALVE POWER POLE WiTH MH/HPS LUMINAIRE �= SEWER EASEMENT FL 10" W = 441.43 \� - "' •\\ \ `• I • • . : • ', i • . 1 \\... k \ a� FL 12" E = 441.38 - - - - - EXISTING WASTEWATER PIPE (SIZE AS NOTED) pwM EXISTING WATER METER E - EXISTING POWER POLE GUY ANCHOR \\•\, _ \��� I• i : ' :..i j• - I \1t..\) FH EXISTING STREET LIGHT - DECORATIVE POLE EXISTING NATURAL GAS UNE -{�- EXISTING FIRE HYDRANT \ \ i.' ... ' '� � t �, ,: - �. '• i. I . WITH HOLOPHANE UTILITY LUMINAIRE \ �� � � . - I •.. I .. t ti t y / Ip \ Li :I ,it ttitl� lN� EXISTING WATER UNE (SIZE AS NOTED) �T EXISTING TELEPHONE MANHOLE p MB EXISTING MAIL BOX � •-j-��F�-ww � - -�Nw ' ' ',I t' � } U. -t t // EXISTING UNDERGROUND ELECTRIC UNE QST EXISTING STORMWATER MANHOLE EXISTING SIGN \� : '��\i J : I . :1 ,: .' I t ,t �� 1�� O fl . ' (% - - -- - EXISTING OVERHEAD WiRE(S) ® ® EXISTING CATCH BASIN \� t 1 i t It' •_ i t�F"`�' m EXISTING TELECOMMUNICATIONS RISER \\ . i\t\ I " i "� 1 P t -T - - EXISTING TELECOMMUNICATIONS UNE � EXISTING CURB INLET \` \.. • \\ \. � •-:i: � •... • 1 . `�:�...: a� jj '• , c� TL' t c1 � \'\Iii'. _ .•.,. ., - - w- - EXISTING TELE W/ FIBER OPTIC UNE ® EXISTING WASTEWATER MANHOLE \ -\ '� Iii • \ ' I, .. •: ,, •' j � I _ . ; --TS-- OCO EXISTING CLEANOUT �. .°�l, • / EXISTING TRAFFIC SIGNAL UNE `:� •\\',: -' . " • i , � CS -TOP- - -TOP- - DENOTES EXISTING TOP OF BANK O c EXISTING GAS VALVE - - - - -T�- - DENOTES EXISTING TOE OF BANK sp EXISTING SIGNAL POLE 1 / 1• i' ROW DENOTES RIGHT-OF-WAY 10 sc EXISTING TRAFFIC SIGNAL CABINET r- 7•-7, 11 >s EXISTING TRAFFIC SIGNAL BOX -> I, °< . " • :;• ; .i: l DENOTES EXISTING CONCRETE SURFACE ❑ st EXISTING STREET LIGHT BOX i.. ::'::..:•:,:'.i DENOTES EXISTING ASPHALT SURFACE OPP EXISTING POWER POLE ®ate I�@Celi%eC� EB H 1:1 DEB EXISTING ELECTRIC BOX s EXISTING DECIDUOUS El TREE (SIZE AS NOTED) Ey EXISTING ELECTRIC VAULT JtJir �tn V 2017 Original Submittal ARCHITECTS +PLANNERS 132 East Broadway, e 2 Suit 00 Eugene, Oregon 97401 P541.687.1010 f : 541.687.0625 �5 gal NFF � �' • Q 18,824 Digital 9 9 tU 0 RES 12/31/17 2000-002-16 C0.0 EX COND.dwg EXISTING (IMPROVEMENT & UTILITIES PLAN REV # DATE DESCRIPTION PROJECT # 201610 DRAWN cb CHECKED MBA DATE 06.02.2017 SHEET Como 0 COPYRIGHT 2017 by TBG Architects 4 -Planners Su 0W U: c:> C7, { `446 i w i -44 445 ... —445 ...._-- � ---- _. ___ _ ___-___ -__ � _ __ ---a _ _ -�' -,t_..._---._._-----_--1,.-r �_ __._.._..—_.......__.-----_..-------_.70 - N PLAN SCALE 0 20' 40' 1 RAY. Pi rNNW ®� ®.ter. ® C-® / \ PP - :vs 5" PP 5" (4 3 ,/ SCALE: 1"= 20' \ r ��/- W� ® �-' -,- -t - -� -446 \� u \\ /r/Jf i ttitiii i ir` It P �' "r`I ,r `► j":= r -' -`-- __-=y-`__ _ �za�-_.......� -;�-'' „. 446-$-._.. .._. ,,_,_ !i r�ifiI� I ii �qk5 Q I # -;:,:f:___'� _-.. -_ =- - -__...- f > .1fi° lo I e ts i iI SHEET NOTES445M P 00 A. REFER TO SHEET C1.1 FOR EROSION AND SEDIMENTATION CONTROL e REAL ESTATE SIGN'f6. NOTES.hpow YM iii t ti lot i f,> 1 i I r /� ♦ t1i i£ tt I ii t #: �# s -== `x- r EX INLETTO BE TYPL j B. REFER TP SHEET FOR EROSION AND SEDIMENTATION CONTROL li I, i 11 t t i it , � it t' _ 1 ii '� } \ PROTECTED UNTiL OF I r � i DETAILS. 00 k '� REMOVED (4) tt; iti I= _ C. REFER TO SHEET C70 FOR GENERAL NOTES AND LEGENDS. J• i it t iii I f i I i I f f t it ,� , NEW BUILDING ? f i I •t•• •cz i ii Iii I D. REFER TO SHEET r,Q FOR SITE GRADING PLAN AND DETAILS. t >••�•• PP i III I FFE= 446.39 , ?;� :-,.•.;. i i/• it 1 o Iii i iii { t I Iit i STORMWATER / I I I It it t i �i i / f o`el «-w... ;,_ _ _ _._ _ _;� _ _ �::: - - TREATMENT I I I i-�� CONSTRUCTION NOTES It ti i r i _ / t it t ilii r i �i FACILITY # i it t i 4 .� I 550 LF 1. INSTALL INLET PROTECTION PER DETAIL 1/9-U it it i i it t t i ii 1 2 I \ --- s I I 11 1 2. PERIMETER CONTROL MEASURES MAY INCLUDE TEMPORARY SEDIMENT li It t i i i i it ! i f i TYP Z EX INLET TO BE _ 1=ENCING FILTRATION BAGS AND SOCKS FIBER ROLLS AND WATTLES ► tt t' i it i I i OF PROTECTED UNTIL 5 i i i f i I tit r i ii i I `O ::..: 94 0 LF { i f { I OR OTHER APPROVED MEASURES. USE OF PERIMETER CONTROL i it i # f 1 i ......... 4 REMOVED I 1111 t i I . .......... ............ { } • ' - 2 # I { i MEASURE SHALL COMPLY WITH THE CITY OF SPRINGFIELD EROSION I t i I 1 . • • • . < iii i i "` AND SEDIMENT CONTROL MANUAL. USE BERMS OR COMPOST SOCKS At j i tt 1 1 I i i it i I �'' °O I f i i © WITHIN ROOT ZONES OF TREES. it ° € i iii t i I r ""`� ''` I i i st t i t i lit i € i �0 \ Co li iii ; ; r iiit I i f --> , . , . \ it i iii i 3. CONSTRUCT CONCRETE TRUCK WASH PER DETAIL 3/Cj,i,�, FINAL I. 1 it i t V i f / i it i t t iii I I - i t ' • a`� i li { iii i LOCATION OF CONCRETE TRUCK WASH TO BE ESTABLISHED BY i It � i t r _ r ! {i 1 1 li I CONSTRUCTION MANAGER GENERAL CONTRACTOR. LOCATION t it i i iii Ln °' i r . - ,,r / :.:.:: I Il I 1 II 1 / i It t t. I ► I i r / ' i { t', • , STORMWATER 11 I I Il I SHALL BE OFF OF HARD SURFACE AND AT LEAST 20AWAY FROM 6 f III t i i t t ii i t ° i i i • • • • TREATMENT I� III i if I NEAREST STORM DRAIN INLET STRUCTURE. li It } I i t iii i 1 1 I I / I �I r/ 1 1 1 '.•.• (s fit I FACILITY 1 Il 1 111 I r j� f i i i t ii t t i i i I: i ;j I t •:. • �, iii 111 I 4. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ,4. z . _ I II ! �4 REFER TO NOTES ON SHEET FOR ADDITIONAL 1 .•.•. a i i t� �; � .: if --444----- i /�� i 11 I • . • . • -' ^ - � iii I i i PRECAUTIONS TO ENSURE SEDIMENT IS NOT TRACKED OFF SITE. t t ! tit t ' i I i / I i { if_ '+ I •` i{ { i { ' CONSTRUCT WHEEL WASH PER DETAIL 4/= AS NEEDED. t cn + r t I 2: / III 1 11 t1 >: .:.:. :••`•• p� L i` 5. EXCAVATION CONSTRUCTION TRAFFIC AND OTHER CONSTRUCTION t i � / i 1 =' i( 'I I `� -' •'' 1 {I i I i r i i t t i t r i 11,E i i t i t i f i I tt r •ra • I� 11 { i 1 ACTIVITY WITHIN THE CRITICAL ROOT ZONE OF EXISTING TREES SHALL eA I hey I 111 I .STRICTLY CONFORM TO THE REQUIREMENTS SET FORTH BY THE i t ; t ! ` t _ - -- i i t , • ..-.,:,.,:•:•:• \ III i LANDSCAPE ARCHITECT. CONSTRUCTION ACTIVITY WITHIN THE -- -- -�4s__ '_ / t t I i \\ ' fit t 1 CRITICAL ROOT ZONE OF TREES SHALL NOT COMMENCE UNTIL t � 1 CO .- ,, ! I 1 1 I \ 11 1 I i 1_6F STABILIZED it i ► i i If 1 -6- HOLDING A PRE -CONSTRUCTION CONFERENCE WITH THE LANDSCAPE 4 CONSTRUCTION I i `CONCRETE 3 t i c fit ARCHITECT. \\ ENTRANCE `TRUCK WASH ; I ° I i I �t ° I 6. USE PERIMETER CONTROL MEASURES TO PROTECT NEW STORMWATER I t t .•. .. ... .. .. .� 'TREATMENT FACILITY. REFER TO CONSTRUCTION NOTE 2. NEW TYP EW INLET TO I' i - .� PROTECTED 13(} 61t!!� -iI p\\„� 7 PROTECT EXISTING TREES PER <TRE PROTECTION MEASURES TBD>. 4 0 r Ar %X� '� 444. .�i1," __ 445 / i! 1 ► i qI ®'�— �ion ® ® ® ® ® ® d ® ® ®�d ®PP �Od ® w a�® ®� w_ — L rt t PP `44 6 ( TOTAL SITE CUT= 2,74 I r 1 _-- - -- --------�-------------------------------------_.------- ��®�__� �-.%�-� .®._-------�------------------- - � 0 cu. yd. TOTAL SiTE FILL= 2,280 cu. yd. itIII it i _ �,�\ �kDr \ ae` i i i r `� ��\ \ \ , TYP 1 EX INLET TO I �` `� AR�a N. OF REMAIN AND TOSRA I tt d R i t 7 BE PROTECTED R vA:, O `ate�r i \5r - - U- - - - -! tl \\ — � � �__- _ _ __ _____ __---_—___.------_-------_------------_-- _ [:B]HEGroupr Engineering ; Surveying I Consulting 940 Wil;emetlm 51reet, Suite 310 EUGENE, OR 97403 541.686.8478 1001 SW Fifth Avenue, Suite 1100 PORTLAND, OR 97204 503.961.6440 THE USE OF SPRINGFIELD UTILITY BOARD i i DENSE NON -AQUEOUS LIQUIDS (DNAPL) DURING CONSTRUCTION I CONTRACTOR SHALL INSTALL TEMPORARY WELL HEAD PROTECTION SIGNS IN ACCORDANCE WITH SPRINGFIELD UTILITY BOARD REQUIREMENTS. ---- / "� 470---- ® LMT EXISTING CONTOUR ELEVATION - MAJOR EXISTING CONTOUR ELEVATION - MINOR PROPERTY LiNE PERIMETER CONTROL: CONTINUOUS BIO BERM, COMPOST SOCK, STRAW WATTLES, OR SEDIMENT FENCING APPROXIMATE LIMITS OF CONSTRUCTION EXISTING DRAINAGE FLOW PATTERN EXISTING INLET TO BE PROTECTED EXISTING INLET TO BE REMOVED NEW INLET TO BE INSTALLED AND PROTECTED STABILIZED CONSTRUCTION ENTRANCE CONCRETE TRUCK WASH AREA WITH, DESIGNATION SIGN CONSTRUCTION TRAFFIC ACCESS ROUTING F�le Copy D000yq-Piz c S��e �la� (zeviPw COI��i� McU2ivt JUN 0 8 2017 Original Submittal M VICINITY MAP NO SCALE PROJECT LOCATION HARLOW ROAD AND LAURA STREET SPRINGFIELD, OREGON 97477 LANE COUNTY, OREGON LATITUDE= 44'0413.7" LONGITUDE= -123'01'52.0" PROJECT LOCATION TAX LOTS 7301, 7400, 7401, 7800, 8500 (LANE COUNTY TAX MAP 17-03-22-44) LOCATED IN THE SE Y4, SE Y4, SECTION 22, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN SPRINGFIELD, LANE COUNTY, OREGON TOTAL SITE AREA = 1.89 ACRES TOTAL DISTURBED AREA = 1.89 ACRES ARCHITECTS +PLANNERS 1:32 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 PROF�s� Q\5���, 24� / Digita igtur IRES 12/31/17 2000-002-16 131.0 ESCP.dwg EROSION D CONTROLSEDIMENT PLAN REV # DATE DESCRIPTION PROJECT # 201610 DRAWN cb CHECKED MBA DATE 06.02.2017 SHEET C1 0 ■ (DCOPYRIGHT 2017 by TBG Architects +Planners 1'6 DEVELOPER/OWNER OREGON NEUROLOGY CONTACT: CONNIE McVEIN 3355 RIVERBEND DRIVE, SUITE 410 EUGENE, OR 97477 PHONE: ENGINEERING/SURVEYING FIRM BHEGroup BHEGroup CONTACT: MONICA ANDERSON, PE CONTACT: MONICA ANDERSON, PE 940 WILLAMETTE STREET, SUITE 310 1001 SW STH AVE., SUITE 1100 EUGENE, OR 97401 PORTLAND, OR 97204 PHONE: 541-686-8478 PHONE: 503-961-6440 NARRATIVE DESCRIPTIONS EXISTING SITE CONDITIONS THE SITE CONSISTS OF 1.74 ACRES OF PARTIALLY DEVELOPED COMMERCIALLY PROPERTY. THE EXISTING SITE IS GENERALLY VACANT OF VEGETATION THROUGH THE PREVIOUS DEVELOPMENT OF THE SITE. DEVELOPED CONDITIONS NEW MEDICAL CENTER BUILDING WITH ASSOCIATED PARKING AREAS, LANDSCAPING AND UTILITIES. SITE SOIL CLASSIFICATION (PER SOIL SURVEY OF LANE COUNTY AREA, OREGON) 76 MALABON-URBAN LAND COMPLEX, WELL DRAINED. RECEIVING WATER BODIES WILLAMETTE RIVER VIA CITY OF SPRINGFIELD'S STORM DRAIN COLLEC11ON SYSTEM. GENERAL CONSTRUCTION SITE MANAGEMENT PLAN (CSMP) NOTES STOCK PILES 1. STOCK PILES OF NATIVE SOILS AND/OR FILL MATERIALS SHALL NOT BE EXPOSED TO THE WEATHER WITHOUT PROVISIONS OF SECONDARY CONTAINMENT AND TREATMENT MEASURES AS OUTLINED BELOW. 2. SECONDARY CONTAINMENT SHALL CONSIST OF INSTALLED BIO BERM AND/OR CONTAINMENT DITCH AT TOE OF SLOPE AROUND STOCKPILE PERIMETER. BERM AND/OR DITCH SHALL BE OF SUFFICIENT SIZE TO CONTAIN STOCKPILED MATERIALS IN PLACE. 3. STOCK PILES ON SITE DURING WET WEATHER SEASON (OCTOBER 15 THROUGH APRIL 30) SHALL BE COVERED WITH 6 MIL (MIN. THICKNESS) POLYETHYLENE PLASTIC SHEETING. SHEETING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE USING APPROVED ANCHORING SYSTEM ON A 10' (MAX) GRID SPACING IN ALL DIRECTIONS. ALL SEAMS BETWEEN ADJACENT SHEETS SHALL BE LAPPED 12" (MIN) AND TAPED OR WEIGHTED DOWN FULL LENGTH OF SEAM. FOR SEAMS PARALLEL TO THE SLOPE CONTOUR, THE UPHILL SHEET SHALL OVERLAP THE DOWNHILL SHEET. NO RUNOFF SHALL BE ALLOWED TO RUN UNDER THE PLASTIC COVERING. 4. DEMOLITION AND/OR CONSTRUCTION DEBRIS, WASTE AND GARBAGE PILES OR CONSTRUCTION MATERIALS CONTAINING TOXIC CONTAMINANTS SHALL NOT BE PLACED WITHIN 25 FEET OF ANY NATURAL DRAINAGE FEATURE, STORM DRAIN INLET STRUCTURE OR DESIGNATED PROTECTED AREA. 5. LOCA11ON OF CONSTRUCTION MATERIAL STORAGE AREAS AND DEBRIS, WASTE AND GARBAGE PILE AREAS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY AT THE TIME OF THE INITIAL ESC CONTROL INSPECTION. CONCRETE TRUCK WASH AREA 1. PROVIDE MINIMUM OF ONE CONCRETE TRUCK WASH AREA FOR USE ON CLEANING OF DEPARTING CONCRETE TRUCKS. 2. CONCRETE TRUCK WASH AREAS SHALL BE LOCATED ADJACENT TO ANY CONSTRUC11ON ENTRANCE USED BY DEPARTING CONCRETE TRUCKS. 3. CONCRETE TRUCK WASH AREAS SHALL BE CONSTRUCTED OF ONE OF THE FOLLOWING: A. STRAW BALE BARRIER WITH PLASTIC LINER. B. STACKED SAND BAGS OR BIO -BAGS AS A BARRIER WITH PLASTIC LINER. C. PORTABLE CONTAINMENT POND. 4. SUGGESTED LOCATIONS OF CONCRETE TRUCK WASH AREA(S) ARE SHOWN ON THE EROSION SEDIMENT CONTROL PLAN, SHEET 5. LOCA11ON OF CONCRETE TRUCK WASH AREA(S) SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY AT THE TIME OF THE INITIAL ESC INSPECTION. STABILIZED CONSTRUCTION ENTRANCE 1. STABILIZED CONSTRUCTION ENTRANCE(S) SHALL BE ESTABLISHED AS SOON AS POSSIBLE AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT INTO PUBLIC RIGHT-OF-WAY. 2. ADD111ONAL ROCK SHALL BE ADDED PERIODICALLY, IF NECESSARY, TO MAINTAIN PROPER FUNCTION OF THE PAD. 3. INSTALL VEHICLE BARRIERS AT ANY SITE ENTRANCE NOT USED AS STABILIZED CONSTRUCTION ENTRANCE TO RESTRICT SITE ACCESS. 4. IF ESTABLISHED ENTRANCES DO NOT ADEQUATELY REMOVE DIRT AND MUD FROM VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE WHEEL WASHING BEFORE VEHICLES LEAVE THE SITE OR OTHER CONSTRUCTION TECHNIQUES/WORK OPERATION MODIFICATIONS. 5. WHEEL WASHING SHOULD BE DONE ON THE GRAVEL PAD AND WASH WATER SHOULD DRAIN THROUGH A SILT -TRAPPING STRUCTURE PRIOR TO LEAVING THE CONSTRUCTION SITE. REFER TO TRUCK WHEEL WASH DETAIL, 6/Gy2, 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN UP ANY SEDIMENT/MUD TRACKED INTO ADJACENT RIGHT-OF-WAY. EXISTING TREE PROTECTION 1. CONTRACTOR SHALL IDENTIFY AND MARK ALL EXISTING TREES TO BE PROTECTED PRIOR TO CONSTRUCTION ACTIVITY. <REFER TO LANDSCAPE DRAWINGS FOR EXISTING TREES TO REMAIN.> 2. ENCIRCLE TREE WITH SAFETY FENCING AT TREE DRIP UNE. 3. SAFETY FENCING SHALL BE MAINTAINED AND REPAIRED, AS NECESSARY, UNTIL FINAL LANDSCAPING IS INSTALLED. SLOPE STABILIZATION 1. ESCP FACILITIES INSPECTION: INSPECTION SHALL BE PERFORMED BY A QUALIFIED, CERTIFIED INSPECTOR AS REQUIRED BY PERMITTING JURISDICTION AND/OR DEQ. 2. THE FOLLOWING WERE REVIEWED AND DO NOT PERTAIN TO THIS PROJECT: A. THERE ARE NO NATURAL RESOURCE SITES. B. THERE ARE NO BORROW SITES. C. THERE ARE NO CONSERVATION ZONES. 3. REFER TO LANDSCAPE PLANS FOR PERMANENT VEGETATION. 4. ALL ESC MEASURES WILL BE COMPLETED IN A SINGLE PHASE. 5. SITE WORK WILL BE COMPLETED IN A SINGLE PHASE. 6. EXPECTED TIME PERIOD OF LAND DISTURBING ACTIVITIES IS <20 MONTHS. 7. THE ESC FACILITIES SHOWN ON THIS ESCP SHALL BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. 11. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO TO THREE INCHES. 12. ALL UTILITY CONNECTIONS MADE OUTSIDE OF THE PROPERTY LINES SHALL MEET ESC REQUIREMENTS. CONTRACTOR SHALL INSTALL SEDIMENT BARRIERS DOWN GRADE OF DISTURBED AREAS AND PROTECT DOWNSTREAM STORM WATER INLETS. SCHEDULE FOR CONSTRUCTION AND IMPLEMENTATION OF ESC CONTROLS A. HOLD THE PRE -CONSTRUCTION MEETING. B. FLAG OR FENCE CLEARING LIMITS (AS STATED ON THE APPROVED PLANS). C. INSTALL INLET PROTECTION. D. GRADE/INSTALL CONSTRUCTION ENTRANCES. E. INSTALL PERIMETER PROTECTION (SEDIMENT FENCE, MULCH BERM, WATTLE, ETC.). F. CONSTRUCT SEDIMENT PONDS AND TRAPS. G. GRADE AND STABILIZE CONSTRUCTION ROADS. H. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 1. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF SPRINGFIELD STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. J. UPDATE EROSION AND SEDIMENT CONTROL MEASURES TO HANDLE MAJOR CHANGE IN SITE/WEATHER CONDITIONS. K. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. L. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. M. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. N. UPON COMPLE11ON OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMP'S IF APPROPRIATE. a Y CITY OF SPRINGFIELD GENERAL EROSION AND SEDIMENTATION CONTROL PLAN (ESCP) NOTES A. APPROVAL OF THIS ESCP DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORMWATER SSTEM DESIGN (e.g., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). B. THE IMPLEMENTA11ON OF THIS ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE EROSION AND SEDIMENT CONTROL (ESC) FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED AND THE PROJECT IS ACCEPTED BY THE CITY. C. IN THE EVENT THE ESC FACIU11ES IDENTIFIED ON THE ESCP ARE NOT FUNCTIONING PROPERLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATELY IMPLEMENTING CHANGES TO THE ESCP AS DIRECTED BY THE ENGINEER OR HIS/HER INSPECTOR. THE ENGINEER, THE INSPECTOR OR THE CITY MAY STOP ALL CONSTRUCTION ACTIVITY ON SITE UN11L THE EROSION PROBLEM IS CORRECTED AND ALL ESC FACILITIES ARE FUNCTIONING PROPERLY. IF THE CONTRACTOR DOES NOT IMMEDIATELY IMPLEMENT THE NECESSARY CHANGES AND REQUIRE PAYMENT FROM THE CONTRACTOR PRIOR TO PROJECT ACCEPTANCE BY THE CITY. D. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS ESCP SHALL BE CLEARLY FLAGGED BY THE CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CONTRACTOR SHALL MAINTAIN THE CLEARING LIMITS FOR THE DURATION OF THE CONSTRUCTION. E. THE ESC FACILITIES SHOWN ON THE ESCP SHALL BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, STORMWATER SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. F. THE ESC FACILITIES SHOWN ON THIS ESCP ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (e.g., ADDITIONAL SUMP PUMPS, RELOCA11ON OF DITCHES AND SILT FENCES, ETC.). ALL CHANGES TO THE ESCP SHALL BE NOTED ON THE CONTRACTORS AND INSPECTOR'S APPROVED ESCP PLAN SET. ONE UPDATED ESCP PLAN SET SHALL BE KEPT ON SITE AT ALL TIMES. G. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). H. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED LITH THE APPROVED ESC METHODS (e.g., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 1. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND 1. THE ESC FACIU71ES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN TWENTY-FOUR HOURS MULCHING, EROSION CONTROL BLANKETS OR MATS, MID -SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER FOLLOWING A STORM EVENT. APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. J. AT NO 11ME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE 2. TEMPORARY SLOPE STABIUZA11ON MEASURES MAY INCLUDE COVERING EXPOSED SOIL WITH PLASTIC SHEETING, LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH DEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. INSTALLATION OF STRAW MULCHING AND/OR WOOD CHIPS, OR OTHER APPROVED MEASURES. K. STABILIZED CONSTRUC11ON ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE COVER VIA SEEDING WITH APPROVED SEED MIX AND APPLICATION RATE. DURATION OF THE PROJECT. L. ANY PERMANENT FLOW CONTROL FACIU11ES USED AS TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. M. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO TO THREE INCHES. N. IN PREPARATION FOR THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY BY SEPTEMBER 15. THE CITY CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR STORMWATER FACILITIES. DISTURBED AREAS IDEN71FIED FOR SEEDING SHALL BE SEEDED PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1). DEQ STANDARD EROSION AND SEDIMENT CONTROL PLAN (SSCP) NOTES 1. HOLD A PRE -CONSTRUCTION MEETING OF PROJECT CONSTRUC11ON PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUC11ON LIMITS. (SCHEDULE A.8.c.i.(3)) Engineering j Surveying Consulting 944 Willametle sheat, Suite 310 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SCHEDULE A.12.b 54�s"a 541.686,8478R97401 AND SCHEDULE B.1} ?001 SW rlth. Avenue, St+il2 1 <00 PORTLAND. OR 97204 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. (SCHEDULE B.1.c AND B.2) "Q'-9 1s44o 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INAC11VE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, THE ABOVE RECORDS MUST BE RETAINED BY THE PERMIT REGISTRANT BUT DO NOT NEED TO BE AT THE CONSTRUCTION SITE. (SCHEDULE B.2.c) 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.a) 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SCHEDULE A.12.d) 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SCHEDULE A.12.c.iv. AND v) 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A.7.00) 9. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED R0011NG ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.c.i.(1) & (2)) 10. PRESERVE EXISTING VEGETA11ON WHEN PRACTICAL AND RE -VEGETATE OPEN AREAS. RE -VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.a.v) 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50 -FEE OF WATERS OF THE STATE. (SCHEDULE A.7.b.1 AND (2(a)(b)) 12. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTEC11ON AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE A.8.c.i.(5)) 13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE A.7.c) 14. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SCHEDULE A.7.d.1) 15. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCHEDULE A.8.c.i.(6)) 16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR U11UTY POLE PADS. (SCHEDULE A.8.c.ii.(3)) 17. ESTABUSH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE A.8.c.i.(7)) 18. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND -DISTURBING ACTIVITIES. (SCHEDULE A 7.d.111 AND A.8.c.i(4)) 19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-11GHT TRUCKS OR DRAIN LOADS ON SITE. (SCHEDULE A.7.d.1(5)) 20. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SCHEDULE A.6) 21. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID,' AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, AND CURING COMPOUNDS AND ADHESIVES FROM CONSTRLJC110N OPERATIONS. (SCHEDULE A.7.e.i.(2)) 22. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVEN11ON AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A.7.e.iii.) 23. USE WATER, SOIL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SCHEDULE A.7.a.iv) 24. THE APPUCATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING 11ME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.b.iii) 25. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO -COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURERS SPECIFICATIONS. (SCHEDULE A.9.d) 26. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.b) 27. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.e.1(2)) 28. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIM11ES DURING WET WEATHER. (SCHEDULE A.7.a.i) 29. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE A13OVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.c.i) 30. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL. (SCHEDULE A.9.c.i) 31. CATCH BASINS: CLEAN BEFORE RETEN11ON CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.c.111 & iv) 32. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUC11ON SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN -STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.b.i) 33. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.b.ii) 34. THE EN11RE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A.7.f.i) 35. PROVIDE TEMPORARY STABILIZA11ON FOR THAT PORTION OF THE SITE WHERE CONSTRUC11ON ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.f.ii) 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UN11L PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CNTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCHEDULE A.8.c.iii(1) AND D.3.c.ii AND iii) - � I � & � � � -� �- a �� o �--per' . Date Received JUN 08 2017 Original Submittal line ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 ��5e�I24F Digita igtur IRES 12/31/17 2000-002-16 C1.1ESCN.dwg EROSION SEDIMENT CONTROL NOTES REV # DATE DESCRIPTION 1 PROJECT # 201610 DRAWN cb CHECKED MBA DATE 06.02.2017 SHEET ©COPYRIGHT 2017 by TBG Architects +Planners RE BASIN C EXTENSION WITH HOLD INSERT REBAR FOR BAG BAG IN POSITION REMOVAL STRUCTURE AREA DRAIN OR SANDBAGS STAKED IN PLACE TYP INSERT BAG "ACF ENVIRONMENTAL SILTSACK" OR EQUAL CURB CATCH BASIN IT:��11.7�,llLi CURB INLET NOTES 1. PRIOR TO 1st PAVEMENT LIFT, REMOVE BIO-BAG/SANDBAG BARRIERS AND INSTALL BASIN INSERT BAG OR CURB INLET SEDIMENT DAM AT ALL INLET STRUCTURES. DRAINAGE INLET STRUCTURE PROTECTION WHERE GRADE EXCEEDS 2% G QQ�4 ONS �•�\`� A`S5 Q � PGG AGGREGATE GEOTEX11LE IF REQUIRED DEPTH BY GOVERNING AUTHORITY MUSIFAM-9 No Scale gv. ••� 1 1 No Scale BAG EXTENSION INLET OPENING EACH SIDE IN FRONT OF INLET OPENING SEDIMENT SEDIMENT FENCE FENCE FABRIC SUPPORT OR EXTRA STRENGTH FABRIC WITHOUT WIRE. APPLY MESH/FABRIC TO UP-SLOPE SIDE OF FENCE. tt• NATIVE BACKFILL X a NSA 1. MAX GROUND SLOPE (PERPENDICULAR TO FENCE): SUPPORTED FENCE - 1H:1V UNSUPPORTED FENCE - 4H:1V 2. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF OF TO 1200F. 3. FILTER FABRIC SHALL BE SPLICED TOGETHER ONLY AT SUPPORT POSTS WITH A MINIMUM OF 6 INCH OVERLAP AND BOTH ENDS SECURED TO POST. 4. CONTINUOUS BIO BERM MAY BE INSTALLED AT UPHILL BASE OF FILTER FABRIC IN LIEU OF BURYING BOTTOM OF FABRIC. 5. USE STAPLES OR WIRE RINGS TO ATTACH FILTER FABRIC TO WIRE SUPPORT FABRIC. NO ES 1. BERM SIZE: SLOPES LESS THAN 5% - 24"-36" WIDE BY 12"-18" HIGH SLOPES GREATER THAN 5% - 36"-48" WIDE BY 18"-24" HIGH 2. COMPOST MULCH SHALL BE MEDIUM -GRADE, MIXED YARD DEBRIS. 3. BARK MULCH SHALL BE STANDARD COMMERCIAL PRODUCT, MEDIUM -COURSE GROUND BARK. BARK SHALL BE GROUND FIR BARK, FREE FROM WEEDS AND SEED. O ., No Scale I�1 t DESIGNATED CONCRETE WASH AREA 18"x24" WITH 8 mil BLACK VISQUENE BALES TO MAKE SQUARE CONTAINMENT AREA WITH SOIL BERM NO SCALE Engineering ; Surveying ( Consulting 840 Willamette Street, Suite 310 EUGENE, OR 87401 541.6M8473 1001 SW Fifth Avenue, Suite 1100 PORTLAND, OR 87204 503.861.6440 SECTION A - A CONTRACTOR TO PROVIDE WATER SUPPLY TO MAINTAIN 12" OF WATER AT ALL 11MES NOTES 1. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS IN TO AN APPROVED SEDIMENT TRAP OR BASIN. 2. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FROM BOTTOM OF BASIN AND TO ENSURE WASH WATER COLLECTION AND TREATMENT IS FUNCTIONING. TRUCK WHEEL A! NO SCALE JUN o 8 2017 ®riginal Submittal_ ��.—.... 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REFER TO SHEET = FOR GENERAL NOTES AND LEGENDS. B. TP ELEVATIONS ARE 6 -INCHES BELOW TC UNLESS OTHERWISE NOTED. LEGEND 470 EXISTING CONTOUR - MAJOR - - - - - EXISTING CONTOUR - MINOR 22&92 TC PROPOSED SPOT ELEVATION 36 2�9 x EXISTING SPOT ELEVATION - R - - R - - R - GRADING RIDGE LiNE -GB- -GB- -GB- _ GRADING GRADE BREAK LINE - V - - V - - V - - GRADING VALLEY UNE FIFE FINISHED FLOOR ELEVATION FS TOP OF FINISHED SURFACE ELEVATION IN LANDSCAPED AREAS ME MATCH EXISTING GRADE TC TOP OF CURB ELEVATION TP TOP OF PAVEMENT ELEVATION TW TOP OF WALK ELEVATION TOW TOP OF WALL ELEVATION TS TOP OF SURFACE EXISTING Or -0 AND -"-0 FILL IN BUILDING AREA TO REMAIN R I e, Copq 9l1-1-no0o144--lVC pi U 0-F I L4 • a JUN 0 8 2017 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f: 541.687.0625 IV F Q �113,624� Digit iat r RS 12/31/17 2000-002-16 C2.0 GRAD.dwg GRADING PLAN REV # DATE DESCRIPTION PROJECT # 201610 DRAWN cb CHECKED MBA DATE 06.02.2017 SHEET C280 QCOPYRIGHT 2017 by TBG Architects +Planners - - -G- -L - -G- - - -G- - -;-G-€-4' (tS t1 0 - -G- - � - - - - - - - € - - - - -G- - - -G- - - -G- - - -G- - - -G- q' - -G- - - -G- - - - G- «.-•.. -r,- --,� :-_;' �� = � __� , ..- �'" I € -- o - G - G - G - - -- G - - - - G - - - -- G - 4" GAS - -- - - G ^ _ G G G " . G - « �8 - . -. G. a .-m w.+ 6•-- ^ . T= a -�- -�^ r1i == _ =- -• G - ., a c _-- G .-.a f_- q' � - - G - - G - - - G - - -G -8" (gS- I- Ctw .� m e ifiwamt ���.a ��n °.. #a K...�.° 8• Gc-j - •_ - G - -- a » _ _ - _ _ - --^ - " .L 7- G 8" GAS - - G _ lel Imm 1-1 -mr _ _ _ _ - - --j - �I.--•..� wo CURB INLET_ --___________-________-- -- �___ ��------•-� i 1 o I _ # p A�ffi�maffiffif�ffi € I NffiffiyffiffiS ( RIM = 445.27 ! / ( ( FL 12 N = 441.74 FROM BUILDING. °° �I - �� _ - _ . _ _ .. NEW 2 DOMESTIC METER ,,.m°�, ••ter -1- - - W-1-10 " w - - - w - - w }- _ _ -w- I- - -I--w- - -w- -to' w--- w0-- -w- w 1- =' = �= - _ -VJ " - - - -tq- _ - -•qq- `" 'i6'W=1= � =�� - - ,, _--------___.. w- - - -w- - - w- - - -w- -10 w- - -w- - - -w- - - -w- - - -w- - - - , .® W II € N 497918 E 4816.01 3 € / I CURB IN ET - ST - - - sT - - - - IT - - - sT - - - sT - -� - - - - - s� - -�-- -DESIGNED BY SUB. AND 6 FIRE SERVICE. 6 - m i I„( -sT- - - -sT- - - -sT- ST - -sT- _ _ NEW SS CB 1- -_---._._.. ------"-_______ 1 _�___-� o RIM _ 44 .1211 € ( CONTRACTOR TO BFP TO BE LOCATED IN -ST- - . C5.1 -__� -�-----_-=� - FL 12 N 44.1.90 1€ j COORDINATE WITH SUB _ --_- - _`-- �,���,��.���>�°�����.�� ��.,��.� _____ ___. _RIM= 444.0 �._�.__ ^=IT _•---_ I _- T- -- r __'TM`° �_ - _____ _ ___-=,T�-,Y--THE BUILDING. REFER TO m _ _ -T-_ _T-- -'-- T =� _- I _ i �� -- - mow```=-_. �.�_� ON CONSTRUCTION �- � =�= = = =r= = = =�~= c-rt�-- � DETAIL B/= - � - - - =�=� =4"FL E (OUT)= 442.44`7_ -T- - € ]'-�- -� T_ = _��sz�� O 5 - , r 1 I N` -rte- -� __ _ ___---�___ A -W-- 7Q---_yy____}q_ __�__ p__ hT Po -i-- _T- - TS -' \ _ L -= - FD YPC "GUILE PLS 472° "" - - - = - - - - - - - - - - - - - ------- L OM" L / 10 W ROD 72" LEANS N - OHL T�- ,�OHLr = OHL - - - - OHL - - - OHL - - - - OHL �y � L p , ty , - 0 - - - OHL - - - OHL - - - OIiL HL - _ _ N 4979.18 E 4819.16 \ l� • PP "OHL - - - OHL - - OHL - -OHL- - - - 0 - - -NEW SS CO 4 \ pp �"��-"�- 5 8 0• ' DOWN \ t - RIM= XXX.X 1 3e -7-- It 2 �i R'f wM ,. -FL W (IN)= 442.41 j --- '.'.'. :'.'.' P 1 2 W co 4 -FL SE I(OUT)= 442.41 .HYDRANT � � r�ri I � moi, � 1_=mn�aa=Haas=a_sa� � 3 It TO REMAIN f d / T ---.'..'...'.'..'..'.'.'.'. PRIMER SUPPLY ---- / f r. FHi { €! w REAL ESTATE SIGN UNE i N 4956.09 E 4858.37 11 I III w -6' w I- - - w - FD YPC "GUILE PLS 472 ; - - " NEW SS CO 1 I I / I € to Il I .'....'.'...'.' N 4972.11 E 4798.63 .. ---- RIM= FS 1 I 13 I 1s r,�._�i t t _ .: ..................... _ CONST 4 SD 45.5 LF }� , 1 t 111 ;; r NEW SD CO 10 eFL NW (IN)= 441.93 I I-�- I 1 11 1 € 11 1 at it tt RIM= FS = S= 0.0104 FT/FT - �! I Esc it 1€1 6 FL S (IN)= 443.10 J 4 FL SE (OUT)= 441.93 �\ oy 1 € I lit It t 11 I I 2"G -pit I I 11 1 ii , 11 i CH IN €I ,} -=m , _ NEW BUILDING 44. CONST 4"SD 100.0 LF m l i it, EX INLET TO �€ ; t 111 FFE 446.39 •.F . �. s . 4 6 BE REMOVED �` € € iii i t 111 1 it -_ -_,-_ .. CONST 6 SD 80.2 LF r I S= 0.0104 FT/FT € I € III €1€ 11 1 11 I ii 1 11 -- T S= 0.0050 FT/FT €€ € (N i €i i STORMWATER INFILTRATION I �* I I 1( I 1 it I It 11 1 g € iii __._._ ._.__ . _ . I PLANTER 'sS WASTE 14EANOUT�- € 111 g t! I11 A d C RIM =� 445.69 CONST 4 SD 28.7 LF � ! I 11 I N 4891.89 E 4798.63 ..: A FL 8" S I= 440.61 S 0.0105 FT/FT I t ; C5.0 it I " �i ( t 11 NEW SD CO 11 C5.1 TYP. �1 ! t +I I RIM= FS N 4897.94 E 4845.77 i CONNECT TO EX SS STUB ' TYP CONST 6 -SD 99.5 LF 6"FL W (IN)= 442.70 �� •• � NEW SD CB 3 � EX FL= 440.59 VERIFY t 111 t I 1 N 4891.89 E 4699.12 l RIM= 443.83 �.:.. 11 I 11 OF _ 6 FL N (OUT)= 442.70 '.'.. I (11) S- 0.0050 FT/FT.6"FL (OUT)= 442.51 �'•:: BE REMOVED ► I 1 11 1 ......................... ................. CURB INLET t 11 t � 11 � iii '. C5.1 NEW SD CO 9 .......................................... . RIM = 444.50 t III iI ' RIM= F$ ......................... -j .'. s ♦ I 3 1I I FL 8 ' W = 441.81 1 ll 111 6"FL S (IN)= 442.20 ---------------------------- ------------ ..............' \\ € I i _ I 1 I 4 I FL 10" S = 441.75 € € t t 11 ' - L_______________J GAS - i o 111 6 FL E (OUT)= 442.20'..'. � I NEW SS CO 2 4944.54 2• IIT -� i I 1 i I © it i1 i t I iii 4 RIM= FSit __ _------------- • " 1 I I III ! I CURB INLET i till t t It 1 i i1 ; 1€ I i I 111 1 CONST 6 SD 45.7 LF 4 FL NW (IN)= 440.89 11 1 CT RIM 443.98 i 011 I 11 j 1 11 /� ATCH B N S= 0.0100 FT/FT 4 FL E (OUT)= 440.$9 Il 1 I 1111 1 FL 8" E = 441.63 I it 111 ; - 11 1 1 FL 10" SE = 441.58 i€ l 1 C5,0 / RATE 442.63 SSB GAS 11 I I I� i u 111 ° N 4864.13 E 4790.68 11 p ; i1 NEW SD CB 4 L 8 - 441.63 ( I !I I ! " r r ° � � / i o 111 I� I CONST 6 SD 78.1 LF , , s 11 I 1 t 1 t 11 S= 0.0050 FT FT RIM= FS :-: I I I [if I I 1111 t / 10 FL OUT = 443.04 ( )\\ i I... N 4852.82 E 4853.01 I i fit 11 I i ii 1 i 1 11 i ; 1; N 4825.04 E 4627.80 •� ■ :•:: NEW SD CO 5 _ --�- r RIM- FS - It I € € N 4842.13 E 4621.31 -------------- - € t 11' PIPE STUB CONNECT TO EX 10" PIPE _ NEW 6"FL SW (IN)= 442.06 ! i- I••• • 0 1 TO REMAIN 6"FL= 439.95/ME FDY "GUILE PLS z�. RIM= FS NEW SD CO 8 ; F 8 N 1= 442.35 �: • NEW 6 -FL N (IN)= 442.06 I 1 €€ € 1 t i " " I EX 12 FL SE (OUT )= 441.81 s 1° € I I l ) ( € I 11 1 11 1 1 CONST 6 SS 8.2 LF 1 I Iii I l l i) 11 I l NEW 10 FL SE (IN)= 441.02 • i `ti i i S= 0.0104 _FT/FT EX 10"FL SW (OUT)= 441.02 '�, �� .... .2. �S 1 S71 CAP EX " i1€ I I I t E ,11 11� AT CONNECTION TO EX € ASSOCIATED PIPING 12 -SD iii i I T N ....... TO BE REMOVED • " � Il I € I �' I -I-- AND CLEANOUTS. 4 N 4813.83 E 4762.86 - _ !I ! I I I Fh - CAP AT PIPE TO N 4844.47 E 4845.76 �sr VERIFY EX SD 11 i ( 1 1� 1 " C5.1 NEW SD MH 1 TO REMAIN CLEANOUT AND - i CONNECT TO EX 6 SS i REMAIN NEW SD CB 2 c € I STUB AT EX CLEANOUT o RIM= FS +m► FINISH PER 1 i I v RIM= 443.83 '?• o I 1 " { ) DETAIL 1/ AND FINISH PER � � � � � � � � ;�;• CONST 10 SD 60.1 LF 10 FLS IN =442.47 " sr� I I � o 10 -FL NE (IN)= 442.47 6 FL= 442.17 �( ; DETAIL 1/C5.1 / I I 1 s i - --- ---- - S 0A100 FT FT - to s 1! I <o� _-=--„�- CONST 6 SD 11.1 LF �� \ , �® / I 10 FL W (OUT)= 442.47 III I 11 ° I ��� °� \ �� � CONST 1O"SD 15.8 LF '�• o .' I II II ®S= 0.0100 FT/FT 1 € Iii STORM MANHOLE I i �°��� S= 0.0100yFT FTS `' N 4813.83 E 4639.01 0 ! " i ; ( I I € / I 111 RIM = 445.12��� ♦ /� P \ j CONST 10 SD 57.5 LFIII ! ' tt I I I i ! I € b d NEW SD CO 7 S= 0.0100 FT/FT FL 10" N = 441.60 �\ '��� �a$� \\� \1 �sr RIM= FS ! i I I Ii 111 1 tI i I i I i FL 10 SE = 441.58 " \ \ I# II �) I 1I• 1 %��" TO REMAIN `� �\�� � 10"FL E (IN)= 441.18 - / ♦ __ � I �'� � I �## 11 I 1 ti I 10 FL NW (OUT)= 441.18 CONST 10 SD 63.7 LF PP _ _ " _ \♦ ~ `^, - - \ ♦ I . a. _ - - $= 0�0108FT/FT - _ �� - FD YPC "GUILE PLS 472"+ ` b " = _ N N 4813.83 E 4699.12 - - TYP I se i ejI EX STORMWATER DETENTION \� ® ��� - �� ____ ________________ N 4801.96 E 4762.86 2 ___ -- SL PP. / s I I BASIN TO RECEIVE -\ , °s b� � � ° °NEW SD CO 8 __ _ -_ � �---_ - -- - _- s ii al �' TO REMAIN �.� -�- __ _--..-TO REMAIN ----- ______- _- ____-NEW SD CB 1 C5.1 -- --_.-------...-.--------v ___ � _ ___��- � � \� -M- € / II VEGETATION ENHANCEMENTS I r , ^ sl��`� �� We ( (11�fy 4NLzr. �, RIM= FS RIM= FS (4) 5 �b °a, +a�+mc m.m am m°----- ------- - m°----------------- ---ems affi �ffi�ffiaaf �T�wm"w°ma awffi�xws ffi� �+�ro°ffi ffiffiffir���mm a�mTaxv �+mp em '�• "" _ SIMILAR TO SECTION A/S1 I I( \ �� ` r «� 10 FL E (1N)= 441.78 1' F - \ ¢ ,S f \ � t \� ® •.� �� RIM = 444.51 °�'r " .".�,,� I 1I� �\\� IN FL 8 N = 441.41 " " o -o k\ \ % ,b 1 `"`- 11 "1 10 FL W (OUT )= 441.78 10 L= 442.59 , s ,� 'Os+v FL�[�IW = 441.41 " ( )- CONST 10 SD 11.9 LF TO REMAIN �► `�� € \° \ I\`\ of 13 a I / 10" STORM PIPE ! �\�\�� �� �s� � ® ( FL 10" "" 1,43 sly ( )+ S= Q.0100 FT/FT (~~ \ 1 N\ FL = 439.80 1 I �i �` ` _ _ _ 6 FL N OUT - 441.95 �� „ # I I € \ \ 9pa \ - � 6" STORM PIPE _ _ - - - -' � ! A. sT� FL 12" W = 441.12 �� I� I I®♦ Ileal € FL = 441.76 FL 15" E441.07 I I eye / I -- -�-- -' _ sr - - � � 1 - - IT - - - - IT - _ _ _ 12* sr = = = sT � - - = f = _ _ = 5T = = == sr o 'sr - - ==sr = - =- y 3q . � :- -�- .gam-. : -.... - sT�-� is- IT - ST--1-\t�• Sr # I I ST -ST- -'ST- to" ST �ST- ST -� % R ON END OF EX 6" PIPE RIM= 443.80 EX 6"FL (OUT)= 441.76 C 65 I w� c, (0 L:., 0 STORM MANHOLE RIM = 445.42 FL 10" NW = 441.46 FL 10" W = 441.43 FL 12" E = 441.38 = FD YPC "GUILE PLS 472'-, \ FO YPC "GUILE PLS 472" I SHEET NOTES 4pp i`- fl G ro u k�i. j .. Engineering I Surveying I Consulting 940'Ni'Mmene Street, Suite 310 EUGENE, OR 97401 641.686.8478 1001 SW Fifth Avenue, Suite 11001 PORTLAND, OR 97204 503.961.6440 N PLAN SCALE 0 0 I, SCALE: III= 20' CD Czrmi U M c.Nzo P, -4ro hq A. REFER TO SHEET = FOR GENERAL NOTES AND LEGENDS. B. REFER TO SHEET S2>.4. FOR SITE GRADING PLAN. 0 CONSTRUCTION NOTES 1. CONSTRUCT DECK DRAIN TO SANITARY SEWER WITH P -TRAP PER DETAIL 4/= Odginal Submittal ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 IN -40 OA Digit ig`t r ONA O IRES 12/31/17 2000-002-16 C3.0 UTIL.dwg UTILITIES PLAN REV # DATE DESCRIPTION I PROJECT # 201610 DRAWN cb CHECKED MBA DATE 06.02.2017 SHEET C300 O COPYRIGHT 2017 by TBG Architects +Planners Rim 3W cv a- � w� t7l C; €AEMD-VE EX DRIVE Y APPROACH. HAYDEN BRIDGE WAY REPLACE/REPAIR CURB/GUTTER AND TW O t _ .___________-_-_- --w-_--___..-__-___----_--_____--L--__--_----_..___-_----..--___ s P - r -,- 4 -pp p I /- O 1 7,11WM tt 1 REAL ESTATE SIGN 3 4.0 LF €I t IN', ow I Il t III It € € €€ II ¢.; 6.0 LJ it } € €t } 11 2 III t it It it I It # €€ } I It 11 ` .. .?. €€ t I it I It I I It it IIt IIt I I Iii t It I� 4 II jl It I t It I III I It tt it € I It II ; t III It It I � I it I I It I € I I it I ; # It € t } I It I III I it IS ;' tl I II i{ 2 14.5 LF If I € ' I iii �-------------------� ----------------------- O I L ---------------J {€ I t it € 1 C F � I1. I t 1 p 1 it I tI :. a�. 13 t it •d •�, •� , `IIL { a. € it i . :4 A. A. l ll :t I I It I€ I I Itt I It tl t .a'• e:. �845•LF�: X5.0 �LF• 109t€ i 2 3 ' .5 III II t# #t Iit! Id 1 I r •I. 26.0 LF f I I i I it I I , A;. 213 4 I s 1• t r - I I €I - t t I I I I tt } € It t i t I {f ,e I t € 1 t I 4 I II t I t I. tt L - I • 34.• t 1 t, II III r 2 '1 0 LF• ' t t It t 1 l I � I It It II r- 9 �# 1 { 1' O i a I •. �Co 80.5 LF - 1 0 2 t , 1 84.0 LF' 3 o- 1 e 42.5 LF e 1 a •2 • . .. .. . ... ... .. }i� L----------- ----------------------- . • . . . • . . . . . \ � _r w�� � t a .� ✓ l A l 1 y y � t l S i l p l 5 0 �6890 .5 LF e •. �o ( > SL 2 Q b .0 LF 1 � i � 1 I v 1 O P e 11 11.5 LF r7N4 ( ��° P� � �� g ""° •.• � ; ..w ""Ac.•••a•�,,,-. ........ - -..._ ._...•... ...• _... �.._ - - w _.__.._. - - �..a•..z-r.�. asz.,�s..- - _avr_ amrs.�! 0 - =----__-------�----------------------------- OF NEW PAVEMENT • 6" \ COMPACTED ROCK BASE FLUSH PAVEMENT/SIDEWALK AC PAYEMENT FALS" SEC11ON AS JOINT SPECIFIED s ' • • ' TTER y;',� • t♦ a t► t► 1j t► ♦ t►. t► :.'b a� ii•.i� �t• a: Jv_i:`r :� :t.:�`t• :� :t•- L.ir.�', .� � y:Rza" » CONCRETE PRIOR TO PLACEMENT I I ROCK BASE OF NEW PAVEMENT 6" CURB EXPOSURE NOTES 1. CONSTRUCT CONTRACTION JOINTS WHERE SHOWN ON PLAN. 2. TRANSITION TO FLUSH PAVEMENT/SIDEWALK CONDITION AND MODIFY STANDARD CURB HEIGHT WHERE SHOWN ON GRADING PLAN. 3. REFER TO LANDSCAPE DRAWINGS FOR PEDESTRIAN PLAZA AREA PAVEMENTS SHOWN IN PLAN. 1111 111 1 � NO SCALE LAURA STREET TO CITY OF SPRINGFIELD Af PLAN SCALE 0 20' 40' L.BHEGroupr mj Engineering I Surveying I Consulting 940 ti b� amette Street, Sufte 310 EUGENE, OR 07401 541.686.8478 1001 SVV f=ifth Avenue, Suite 1100 PORTLAND, OR 97204 503.961.6440 ° W SCALE: 1"= 20' i \°>~ 2 2?3-..01.. 3.0 LF SHEET NOTES If ! A. REFER TO SHEET �,,Q FOR GENERAL NOTES AND LEGENDS. H _LHI / I' B. REFER TO SHEET Sr�,4, FOR SITE GRADING PLAN. SL / i CU 8 OP i G§-- 5.7 C. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB TYPES. 6 SPACES ® 243.0 LFr==�== �� ACTUAL QUAN1111ES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES NEEDED 5.0'= 30.0' 2A FOR LAYOUT :'SHOWN 1 1 1 1 1 1 PP €! ! € €3 ! € ! ! O € r ' o CONSTRUCTION NOTES :N 81.0 LF' 3 2 1. CONSTRUCT CURB & GUTTER PER DETAIL 2/Ql& -1-► � V N' d o I i » » o a ! 2. CONSTRUCT FULL DEPTH 6 CURB (UNLESS NOTED TO TAPER TO 0) PER DETAIL a n : : m 31.0 LF i 3 2 I ! 2A. CONSTRUCT FULL DEPTH CURB PER DETAIL 3/Q4& WITH CURB OPENINGS PER dam'• ' i DETAIL 4/Ql& SPACE OPENINGS PER PLAN.. 2B. CONSTRUCT FULL DEPTH CURB PER DETAIL 3/M0. FILL AREA BEHIND CURB WITH ! a HEAVY VEHICULAR CONCRETE PAVEMENT SECTION PER PAVEMENT LEGEND. % I I ! !! € 3. CONSTRUCT Tl-IICKENED EDGE SIDEWALK PER DETAIL 1/0& I r • • tt•S !! ! 3 '19.0 LF' I !I ! €! ! 4. CONSTRUCT CATCH BASIN COLLAR PER DETAIL 5/= / 5 LF ! z I !I ! •ZN !I! w � :o ¢ !I ! !! i 9 PAVEMENT LEGEND cn II i L VEHICULAR IGHT ASPHALT PAVEMENT S E ! S CTiON I i I! 2-1 LIFTS DENSE AC PAVEMENT OVER VE ,o li I _ I€ 12 MIN DEPTH 0 CRUSHED ROCK I € Y OC BASE OVER GEOTEXTILE OVER € !I --- - t APPROVED SUBGRADE €I E ! ! !! i l�I i I ! !! ! HEAVY VEHICULAR ASPHALT :>r' 172.5 LF S PAVEMENT SECTION CUR$• OPE �INGS : • 5.7•' 2A t! ! N 2 LIFT DENSE AC PAVEMENT OVER (6) SPACES ®: 81.0 LF ' € I » , » , 2 LIFT DENSE' A 2 � EN C PAVEMENT OVER 0 € 4 - I a » 5.0 - 30.0 i! 12 MIN DEPTH � -0 CRUSHED ROCK BASE OVER i I !! ! GEOTEXTILE OVER i !I € €€ APPROVED SUBGRADE 6 .5 LF' € € 2••3 3 o !I ! € / € I! d d LIGHT NON -VEHICULAR HI ON E CULAR CON RETE I C PAVEMENT SECTION 4 DEPTH 3000 PSI P / I I ! » » CC PAVEMENT OVER 6 MIN DEP - ' DEPTH � 0 CRUSHED ROCK SASE OVER APPROVED SUBGRADE pp °SL HEAVY VEHICULAR CONCRETE PAVEMENT SECTION SG,...._.- .-.---....,�-_... -----.....-.,.....,..-.�..............k...�...a�.....�,,,."" .'•'-•"' � PPS•{ e ---------- 7- N __ 8 DEPTH 4000 PSI PCC PAVEMENT OVER _- I 7" MIN DEPTH W-0 CRUSHED ROCK BASE OVER GEOTEXTILE OVER REMOVE EX DRIVEWAY APPROACH N.v `.., `•,q \ 1 APPROVED SUBGRADE BYPASS SIDEWALK. CONSTRUCT 28,0' I �� �` t REPLACEMENT DRIVEWAY APPROACH, I `��� �� \`� ° if STORMWATER TREATMENT FACILITY CURB/GUTTER AND SIDEWALK TO CITY ��� `\\ ��� o��tf�fi REFER ,SHEET M -OF SPRINGFIELD STDS. 1e r t BEGINNING OR END OF CURB TYPE ---------_ -� ��� � � � �� �0.- -- �. =� � =-` ==-----------���-----------��W����w� ��� �� ��M� '��� - - SC- - - SC- - PAVEMENT REMOVAL SAWCUT UNE JOINT - SEE NOTE 1 p a a D e e a a �� pD 6 D. p. .a w • 1" • � • .Nr SURFACE TREATMENT -.4.1le AS PER PLANS 12" 24" ROCK BASE MIN NS 1. EXPANSION JOINTS IN NON -EXTRUDED CURB/GUTTER. CONTRACTION JOINTS IN EXTRUDED CURB/GUTTER. 2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRAC11ON JOINTS. 3. SLOPE TOP OF CURB TO MATCH ADJACENT RAMP OR LANDING SLOPE (2% MIN - 8.3% MAX) 4. ADJUST GUTTER SLOPE PER RAMP CONDITION ACCESS RAMP - 1:12 MAX RAMP LANDING - 1:20 MAX rn"N CURB AND GUTTER NO SCALE JOINT - SEE NOTE 1 1» "RAD 6" TYP PER PLANS TV ra .:. •s.. ° ° >R p •' r ° p ..as. . • a .. a D C SURFACE TREATMENT AS PER PLANS 12" 8» ROCK BASE MIN STANDARD CURB NOTES 1. EXPANSION JOINTS IN NON -EXTRUDED CURB. CONTRACTION JOINTS IN EXTRUDED CURB. 2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS. / 10� FULL DEPTH CURB NO SCALE 6" GRUB EXPOSURE EXPOSURE EXPOSURE WITH 2H:1 V BEVEL EACH SIDE OF SPREADER OPENING 1 CURB OPENING (PER PLAN 2" 12" NO EXPOSURE 6" CURB EXPOSURE ll �171I1�1II►7A CLASS 50 !kIP RAP W0,41-1 41-; NOTES 1. CURB OPENING LOCATIONS AS PER PLANS. NO SCALE FCC GOpy VAC C�-m l e, pj {14 Date Received JUN 0 8 2017 Odginal Submittal ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 IBES 12/3V17 2000-002-16 C4.0_PAVEAWg ',PAVING PLAN REV # DATE DESCRIPTION I PROJECT # 201610 DRAWN cb CHECKED MBA DATE 06.02.2017 SHEET C4mO (,C COPYRIGHT 2017 by TBG Architects +Planners GENERAL NOTES: 1. EXISTING TOPOGRAPHIC INFORMATION: FROM SURVEY PREPARED BY SSW ENGINEERS INC, DATED 9/08/16. 2. BASIS OF BEARING: BASED ON A BOUNDARY SURVEY BY CHARLES W. GUILE FILED SEPTEMBER 30, 2005 AS COUNTY SURVEYOR'S FILE (CSF) No. 39470. 3. BASIS OF ELEVATION: BASED ON CITY OF SPRINGFIELD DATUM. BENCHMARK USED WAS CITY BENCHMARK No. 366, A BRASS CAP IN THE TOP OF SOUTH END OF CURB AT THE S.E. CORNER OF THE INTERSECTION OF CLEAR VUE LANE AND HARLOW ROAD. 4. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. THE MONUMENTS SHALL BE REPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY ORS 209.150. 5. LOCATIONS OF EXISTING UTILITIES ARE ASSUMED FROM INFORMATION AVAILABLE AND ARE NOT GUARANTEED TO BE COMPLETE AND ACCURATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF EXISTING UTILITIES. 6. PRIOR TO CONSTRUCTION, POTHOLE AND VERIFY LOCATION AND ELEVATION OF EXISTING STORM, SANITARY, AND WATER UTILITIES AT CONNECTION POINT(S) SHOWN ON PLANS, AND OF OTHER UTILITIES AT CROSSINGS WITH NEW UTILITIES. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS. 7. CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY PRIOR TO EXCAVATING, BORING, OR POTHOLING. ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIRCA11ON CENTER. THOSE RULES ARE SET FORTH IN O.A.R. 952-001-0010 - 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS 1-800-332-2344) 8. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS AND COMPLY WITH REQUIREMENTS AND SPECIFICATIONS OF ANY RESPECTIVE UTILITY COMPANY FOR U11LI11ES TO BE CUT, MOVED, RELOCATED, OR RE -CONNECTED TO AN EXISTING FACILITY. 9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ANY SERVING UTILITY COMPANY INSTALLING UTILITIES ON SITE. CONSTRUCTION OF OTHER UTILITIES MAY OCCUR AT SAME TIME ON SITE. 10. CONTRACTOR SHALL COORDINATE WITH PLUMBING INSPECTOR PRIOR TO CONNECTION OF PRIVATE SANITARY SEWER PIPING TO EXISTING PUBLIC SANITARY SEWER SYSTEM. 11. QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING LENGTHS. ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES NEEDED FOR LAYOUT OF SYSTEM. 12. CONTRACTOR SHALL PROVIDE AND INSTALL FITTINGS AS REQUIRED TO COMPLETE PIPE CONNECTIONS AND TRANS111ONS PER PLAN, AND TO CONFORM TO TRENCHING REQUIREMENTS AND SITE GRADES. 13. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB TYPES. ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANT111ES NEEDED FOR LAYOUT SHOWN. 14. MANHOLE AND CLEANOUT RIM ELEVATIONS ARE APPROXIMATE. FINAL ELEVATIONS MAY VARY AND SHALL MATCH FINISHED ELEVATIONS OF ADJACENT SURFACES. 15. COORDINATE FINAL ROOF DRAIN/DOWNSPOUT LOCATIONS AND ELEVATIONS WITH ARCHITECTURAL/MECHANICAL DRAWINGS. COORDINATE FOOTING DRAIN LOCATIONS AND ELEVATIONS WITH ARCHITECTURAL/STRUCTURAL DRAWINGS AND DETAILS. 16. TRACER WIRE SHALL ENTER ALL MANHOLE, CATCH BASIN, INLET, CLEANOUT, AND VALVE BOX STRUCTURES. EXTEND TRACER WIRE INTO STRUCTURE FAR ENOUGH TO PROVIDE ADEQUATE FREE WIRE TO EXTEND END OF WIRE 24" ABOVE/OUTSIDE OF STRUCTURE TO FACILITATE TESTING. COIL AND SECURE TRACER WIRE WITHIN EASY REACH OF STRUCTURE OPENING. VERIFY WIRE IS CLEAR OF ALL FILL MATERIAL IN CLEANOUT AND VALVE BOX STRUCTURES. 17. ALL STORM DRAIN AND SANITARY SEWER LATERAL CONNECTIONS TO BE CONSTRUCTED USING WYE FITTINGS OR MANHOLES. HORIZONTAL BENDS SHALL BE MADE USING FITTINGS WITH MAXIMUM 45" BEND. 18. CAP AND MARK ALL STORM PIPE ENDS WITH A 2"x4" BOARD STUCK IN GROUND. END OF BOARD SHALL BE PAINTED WHITE AND EXTEND MINIMUM 18" ABOVE GROUND SURFACE. 19. CAP AND MARK ALL SANITARY SEWER PIPE ENDS NTH A 2"x4" BOARD STUCK IN GROUND. END OF BOARD SHALL BE PAINTED GREEN AND EXTEND MINIMUM 18" ABOVE GROUND SURFACE. 20. CAP AND MARK ALL DOMESTIC WATER, FIRE SERVICE, AND/OR IRRIGATION SERVICE PIPE ENDS WITH A 2"x4" BOARD STUCK IN GROUND. END OF BOARD SHALL BE PAINTED BLUE AND EXTEND MINIMUM 18" ABOVE GROUND SURFACE. 21. 4PROVIDE THRUST BLOCKING ON DOMESTIC WATER AND/OR FIRE SERVICE LINES, PER DETAIL X/QL& AS DIRECTED ON PLANS AND IN SPECIFICATION&> 22. <PROVIDE MECHANICAL JOINT RESTRAINT AT ALL DOMESTIC WATER/FIRE SERVICE FITTINGS AND PIPE JOINTS AS DIRECTED ON PLANS AND IN SPECIFICATIONS.> 23. WATER PIPES CROSSING SANITARY SEWER AND/OR STORM DRAINAGE PIPING: WATER PIPES CROSSING SEWER OR DRAINAGE PIPING CONSTRUCTED OF CLAY OR MATERIALS THAT ARE NOT APPROVED FOR USE WITHIN A BUILDING SHALL BE LAID A MINIMUM OF 12" ABOVE THE SEWER OR DRAIN PIPE. WHERE MINIMUM SEPARATION CANNOT BE MET, SANITARY SEWER AND/OR STORM DRAIN LINE SHALL BE CONSTRUCTED OF MATERIAL APPROVED FOR USE UNDER BUILDINGS, WITH A FULL LENGTH OF PIPE CENTERED AT THE CROSSING POINT, AND EXTENDING 10' MIN EACH SIDE OF CROSSING.F 440TE TO DESIGNER: FOLLOW 12" MINIMUM SEPARATION RULES FOR SANITARY SEWER AND STORM DRAINS IF POSSIBLE. STORM SEWER SEPARATION IS NOT REQUIRED FOR PROJECTS OUTSIDE THE SCOPE OF THE PLUMBING CODE PER O.A.R. 333-061-0500(9)> 24. ALL DOMESTIC WATER AND/OR FIRE SERVICE BOLTED JOINT ASSEMBLIES SHALL BE THOROUGHLY COVERED IN ASPHALTIC COATING FOR CORROSION PROTECTION. 25. REFER TO SHEET C1.0, EROSION CONTROL PLAN, FOR EROSION SEDIMENT CONTROL MEASURES AND ADDITIONAL CONSTRUCTION REQUIREMENTS. 26. PRIOR TO EXTENDING NEW SANITARY SEWER SERVICE FROM AN EXISTING SEWER LATERAL, FLUSH AND CLEAN LATERAL, THEN TV FULL LENGTH OF EXISTING LATERAL TO CONNECTION WITH EXISTING PUBLIC MAIN. TV INSPECTION OF THE EXISTING CONDITIONS IS TO BE COORDINATED WITH ENGINEER. LuL 27. CONTRACTOR SHALL INCLUDE DEMOLITION OF EXISTING PRIVATE STORM DRAIN, SANITARY SEWER, AND WATER UTILITIES. REMOVE EXISTING STRUCTURES WHERE ENCOUNTERED. CUT AND CAP EXPOSED ENDS OF EXISTING PIPES ENCOUNTERED. (ABANDON EXISTING PIPE IN PLACE IN ALL AREAS EXCEPT UNDER NEW BUILDINGS. REMOVE EXISTING PIPES BENEATH NEW BUILDINGS.) 4 s� P._J E- f GY r4s y u; CIVIL SYMBOLS AND ABBREVIATIONS LIST SYMBOL ABBR. DESCRIPTION SYMBOL ABBR. DESCRIPTION ABBR. DESCRIPTION ABBR. DESCRIPTION 12"SD SD STORM DRAIN WITH SIZE �Q� MH MANHOLE STRUCTURE AC ASPHALT CONCRETE PCC PORTLAND CEMENT CONCRETE -Ped- - 4"PERF-rf- -- - PERF STORM DRAIN PERF PIPE WITH SIZE EXISTING TELEPHONE MANHOLE CB SINGLE CHAMBER CATCH BASIN APPX APPROXIMATE PVMT PAVEMENT 8"SS SS SANITARY SEWER WITH SIZE EXISTING CATCH BASIN DCCB DOUBLE CHAMBER CATCH BASIN ASSY ASSEMBLY RD ROOF DRAIN EXISTING TELE W/ FIBER OPTIC LINE @ AD AD - - -is- - EXISTING TRAFFIC SIGNAL LINE 0 EXISTING CLEANOUT - - - - -- �- 4"W W DOMESTIC WATER WITH SIZE 0 ® AD AREA DRAIN (ROUND OR SQUARE) BLDG BUILDING REQD REQUIRED DENOTES RIGHT-OF-WAY 0 TS DD DENOTES EXISTING CONCRETE SURFACE 0 SL EXISTING STREET LIGHT BOX 6"F F FIRE SERVICE WITH SIZE 13 DD DECK DRAIN BMP BEST MANAGEMENT PRACTICE RIM STRUCTURE RIM ELEVATION 4"FDC FDC FIRE DEPARTMENT CONNECTION WITH SIZE m TD TRENCH DRAIN CONNECTION/CATCH BASIN CONC CONCRETE S= SLOPE= Co E- EXISTING POWER POLE GUY ANCHOR - PIPE WITH FLOW DIRECTION ARROW O CO STANDARD CLEANOUT CONST CONSTRUCT SCH SCHEDULE VCO ® EXISTING TELECOMMUNICATIONS RISER IRR IRR IRR IRRIGA11ON LINE O VCO VERTICAL DROP CLEANOUT DC DOUBLE CHECK (BFP DEVICE) SHT SHEET - Is - - - Is - IRR IRRIGATION SLEEVE ===24 - PIPE TERMINATION (PLUG & MARK) DCD DOUBLE CHECK DETECTOR STD STANDARD (BFP DEVICE) G -2"G- G G NATURAL GAS SERVICE WITH SIZE W BFP BACKFLOW PREVENTER & VAULT Dl DUCTILE IRON PIPE MATERIAL SW SIDEWALK -450- - CONTOUR MAJOR - EXISTING -° DS DOWNSPOUT TBC TOP BACK OF CURB - - - - -453- - - - - - CONTOUR MINOR - EXISTING ® M DOMESTIC METER ELEV ELEVATION TC TOP OF CURB ELEVA11ON C/G CURB or CURB/GUTTER GV GATE VALVE (WITH VALVE BOX) ESC EROSION SEDIMENTATION CONTROL TP TOP OF PAVEMENT ELEVATION .. ... - SWALE FLOWUNE N CV CHECK VALVE (WITH DIRECTION OF FLOW) EX EXISTING TW TOP OF WALK ELEVATION - R - - R - - R - - R - - R GRADING RIDGE UNE PI D4 PI POST INDICATOR FIRE SERVICE VALVE FFE FINISHED FLOOR ELEVATION TWALL TOP OF WALL ELEVATION - V - - V - - V - - V - - V GRADING VALLEY LINE FH FIRE HYDRANT ASSY FL FLOWLINE TYP TYPICAL - SC - - SC - - SC - - SC PAVEMENT REMOVAL SAWCUT LINE ° FH EXISTING FIRE HYDRANT ASSY FS FINISHED SURFACE ELEVATION (425.62) ASSUMED TOP OF CURB ELEVATION AT LOWERED SIDEWALK RAMP/DRIVEWAY - - - - PL PROPERTY LINE b tt FDC FIRE DEPT CONNECTION (SINGLE/SIAMESE) HMAC HOT MIX AS(LANDSCAPE SPHALTSCONCRETE ---I - PIPE TERMINATION (PLUG & MARK) LF LINEAR FEET DET DETAIL REFERENCE - MAX MAXIMUM 10 DETAIL # OVER SHEET # -50 ME MATCH EXISTING O - CONSTRUCTION NOTE WITH MIN MINIMUM REFERENCE NUMBER A _ SECTION REFERENCE - MJ MECHANICAL JOINT -SO SECTION # OVER SHEET # ei2REFER O LANDSCAPE _ AC PVMT A07'a DRAWINGS FOR SURFACE ROCK AS PER PLANS TREATMENT SEE NOTE 3 SEE NOTE 3 1 °a- 25 � FINISHED GRADE 6" 6" EARTH NQS 1. WATER LINES THAT PARALLEL SANITARY SEWER LINES SHALL BE LOCATED A MINIMUM OF 12" ABOVE SEWER LINES, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10'. 2. WITHIN 5' OF A BUILDING STRUCTURE, BUILDING CODE APPROVED PIPE MATERIAL AND W-0 CRUSHED ROCK BACKFILL SHALL BE USED. 3. SAWCUT, REMOVE AND REPAIR EXISTING SURFACES TO MATCH EXISTING ASPHALT, CONCRETE, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW IMPROVEMENTS. PROVIDE a MIN DEPTH ASPHALT PAVEMENT, 4" MIN DEPTH CONCRETE PAVEMENT, OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS GREATER. 4. 36" MINIMUM FOR FIRE SERVICE PIPES UNDER AREAS TRAFFICKED BY VEHICLES. (NFPA 24, 10-4) 5. INSTALL TRACER WIRE ON ANY PIPELINES) CONSTRUCTED OF NON-METALLIC PIPE MATERIAL. 6. BACKFILL WITH CDF WHERE COMPACTION WITH CRUSHED ROCK BACKFILL CANNOT BE ACHIEVED. 7. NATURAL GAS SERVICES: PROVIDE TRENCHING, BACKFILL, AND CONDUIT FOR GAS SERVICES. OBTAIN CONDUIT FROM NW NATURAL AND INSTALL PER NW NATURAL INSTALLATION STANDARDS. PROVIDE SAND BEDDING AND PIPE ZONE MATERIAL AT END POINT CONNECTIONS OR AS DIRECTED BY NW NATURAL MINIMUM DEPTH WITHIN PRIVATE PROPERTY SHALL BE 18" MIN./24" MAX. MINIMUM DEPTH WITHIN THE RIGHT-OF-WAY SHALL BE 30" MIN./36" MAX. MARK END OF CONDUIT WITH 2' LENGTH OF VERTICAL CONDUIT AT ENDS OF TRENCH. MAINTAIN 12" CLEAR FROM OTHER UTILITIES IN ALL DIRECTIONS. GAS CONDUIT SHALL NOT BE PLACED IN THE SAME TRENCH AS STORM DRAIN, SANITARY SEWER, OR WATER. NW NATURAL TO INSTALL GAS SERVICE PIPE WITHIN CONDUIT. NOTIFY NW NATURAL <X> DAYS IN ADVANCE OF REQUIRED SERVICE INSTALLATION. 7. NATIVE MATERIALS MAY BE ALLOWED AS BACKFILL IN LANDSCAPE AREAS IF MOISTURE -CONDITIONAL, AND WITH PRIOR APPROVAL FROM THE GEOTECHNICAL ENGINEER. 8. CONSTRUCT ANTI -SEEPAGE COLLAR ACROSS FULL WIDTH OF TRENCH SECTION FOR ALL MAINLINES OR LATERALS EXTENDING TO BUILDING FOOTPRINT OR THROUGH GRANULAR FILL MATERIAL SURROUNDING BUILDING FOOTPRINT. ANTI -SEEPAGE COLLARS SHALL PREVENT LATERAL MOVEMENT OF WATER FROM PIPE TRENCH BACKFILL TO BUILDING FOOTPRINT. ANTI -SEEPAGE COLLAR SHALL BE PLACED 10' MINIMUM AWAY FROM BUILDING FOOTPRINT. 9. <FOR TYPICAL PAVEMENT SAWCUTS, REFER TO DETAIL X/G=> TYPICAL TRENCHING & BACKFILL SECTION ANO SCALE ROCK AS PER PLANS SEE NOTE 3 IN PAVED, SIDEWALK, OR TRAFFIC AREAS, OR NA11VE MATERIALS IN LANDSCAPED AREAS. SEE NOTE 2 SEE NOTE 2 M, Tom DRAWINGS FOR SURFACE TREATMENT. SEE NOTE 3 m mmi"lax, NOTES 1. WATER LINES THAT PARALLEL SANITARY SEWER LINES SHALL BE LOCATED A MINIMUM OF 12" ABOVE SEWER LINES, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10'. 2. WITHIN 5' OF A BUILDING STRUCTURE, BUILDING CODE APPROVED PIPE MATERIAL AND Y" -O CRUSHED ROCK BACKFILL SHALL BE USED. 3. SAWCUT, REMOVE AND REPAIR EXISTING SURFACES TO MATCH EXISTING ASPHALT, CONCRETE, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW IMPROVEMENTS. PROVIDE 4" MIN DEPTH ASPHALT PAVEMENT, a MIN DEPTH CONCRETE PAVEMENT, OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS GREATER. 4. 36" MINIMUM FOR FIRE SERVICE PIPES UNDER AREAS TRAFFICKED BY VEHICLES. (NFPA 24, 10-4) 5. INSTALL TRACER WIRE ON ANY PIPELINE(S) CONSTRUCTED OF NON-METALLIC PIPE MATERIAL. 6. 47OR TYPICAL PAVEMENT SAWCUTS, REFER TO DETAIL X/tG&> JOINT WATER/FIRE SERVICE TRENCHING & BACKFILL SECTION La I NO SCALE Engineering I Surveying ( Consulting 940 WiEamette Street, Suite 310 EUGENE, OR 97401 541.686.&,78 1001 SW f=ifth Avenue, Suite 1 100 PORTLAND, OR 97204 50 3.961 Z440 EXISTING CHAIN LINK FENCE LINE its FOUND MONUMENT - - - sT - - EXISTING STORMWATER PIPE (SIZE AS NOTED) ow EXISTING WATER VALVE ROCK IN PAVED EXISTING WASTEWATER PIPE (SIZE AS NOTED) SIDEWALK, OR EXISTING WATER METER - - -- - EXISTING NATURAL GAS LINE -1H EXISTING FIRE HYDRANT - - -w- - 6" 6" EARTH NQS 1. WATER LINES THAT PARALLEL SANITARY SEWER LINES SHALL BE LOCATED A MINIMUM OF 12" ABOVE SEWER LINES, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10'. 2. WITHIN 5' OF A BUILDING STRUCTURE, BUILDING CODE APPROVED PIPE MATERIAL AND W-0 CRUSHED ROCK BACKFILL SHALL BE USED. 3. SAWCUT, REMOVE AND REPAIR EXISTING SURFACES TO MATCH EXISTING ASPHALT, CONCRETE, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW IMPROVEMENTS. PROVIDE a MIN DEPTH ASPHALT PAVEMENT, 4" MIN DEPTH CONCRETE PAVEMENT, OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS GREATER. 4. 36" MINIMUM FOR FIRE SERVICE PIPES UNDER AREAS TRAFFICKED BY VEHICLES. (NFPA 24, 10-4) 5. INSTALL TRACER WIRE ON ANY PIPELINES) CONSTRUCTED OF NON-METALLIC PIPE MATERIAL. 6. BACKFILL WITH CDF WHERE COMPACTION WITH CRUSHED ROCK BACKFILL CANNOT BE ACHIEVED. 7. NATURAL GAS SERVICES: PROVIDE TRENCHING, BACKFILL, AND CONDUIT FOR GAS SERVICES. OBTAIN CONDUIT FROM NW NATURAL AND INSTALL PER NW NATURAL INSTALLATION STANDARDS. PROVIDE SAND BEDDING AND PIPE ZONE MATERIAL AT END POINT CONNECTIONS OR AS DIRECTED BY NW NATURAL MINIMUM DEPTH WITHIN PRIVATE PROPERTY SHALL BE 18" MIN./24" MAX. MINIMUM DEPTH WITHIN THE RIGHT-OF-WAY SHALL BE 30" MIN./36" MAX. MARK END OF CONDUIT WITH 2' LENGTH OF VERTICAL CONDUIT AT ENDS OF TRENCH. MAINTAIN 12" CLEAR FROM OTHER UTILITIES IN ALL DIRECTIONS. GAS CONDUIT SHALL NOT BE PLACED IN THE SAME TRENCH AS STORM DRAIN, SANITARY SEWER, OR WATER. NW NATURAL TO INSTALL GAS SERVICE PIPE WITHIN CONDUIT. NOTIFY NW NATURAL <X> DAYS IN ADVANCE OF REQUIRED SERVICE INSTALLATION. 7. NATIVE MATERIALS MAY BE ALLOWED AS BACKFILL IN LANDSCAPE AREAS IF MOISTURE -CONDITIONAL, AND WITH PRIOR APPROVAL FROM THE GEOTECHNICAL ENGINEER. 8. CONSTRUCT ANTI -SEEPAGE COLLAR ACROSS FULL WIDTH OF TRENCH SECTION FOR ALL MAINLINES OR LATERALS EXTENDING TO BUILDING FOOTPRINT OR THROUGH GRANULAR FILL MATERIAL SURROUNDING BUILDING FOOTPRINT. ANTI -SEEPAGE COLLARS SHALL PREVENT LATERAL MOVEMENT OF WATER FROM PIPE TRENCH BACKFILL TO BUILDING FOOTPRINT. ANTI -SEEPAGE COLLAR SHALL BE PLACED 10' MINIMUM AWAY FROM BUILDING FOOTPRINT. 9. <FOR TYPICAL PAVEMENT SAWCUTS, REFER TO DETAIL X/G=> TYPICAL TRENCHING & BACKFILL SECTION ANO SCALE ROCK AS PER PLANS SEE NOTE 3 IN PAVED, SIDEWALK, OR TRAFFIC AREAS, OR NA11VE MATERIALS IN LANDSCAPED AREAS. SEE NOTE 2 SEE NOTE 2 M, Tom DRAWINGS FOR SURFACE TREATMENT. SEE NOTE 3 m mmi"lax, NOTES 1. WATER LINES THAT PARALLEL SANITARY SEWER LINES SHALL BE LOCATED A MINIMUM OF 12" ABOVE SEWER LINES, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10'. 2. WITHIN 5' OF A BUILDING STRUCTURE, BUILDING CODE APPROVED PIPE MATERIAL AND Y" -O CRUSHED ROCK BACKFILL SHALL BE USED. 3. SAWCUT, REMOVE AND REPAIR EXISTING SURFACES TO MATCH EXISTING ASPHALT, CONCRETE, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW IMPROVEMENTS. PROVIDE 4" MIN DEPTH ASPHALT PAVEMENT, a MIN DEPTH CONCRETE PAVEMENT, OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS GREATER. 4. 36" MINIMUM FOR FIRE SERVICE PIPES UNDER AREAS TRAFFICKED BY VEHICLES. (NFPA 24, 10-4) 5. INSTALL TRACER WIRE ON ANY PIPELINE(S) CONSTRUCTED OF NON-METALLIC PIPE MATERIAL. 6. 47OR TYPICAL PAVEMENT SAWCUTS, REFER TO DETAIL X/tG&> JOINT WATER/FIRE SERVICE TRENCHING & BACKFILL SECTION La I NO SCALE Engineering I Surveying ( Consulting 940 WiEamette Street, Suite 310 EUGENE, OR 97401 541.686.&,78 1001 SW f=ifth Avenue, Suite 1 100 PORTLAND, OR 97204 50 3.961 Z440 Uq �l-(1-WoD4P-Pffz� 5vk-e P(av� i2euiec� crvVrV�e McU'ftk1 Date Received JUN 08 2017 Original Submiftal Cdy Iva m ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p. 541.687.1010 f : 541.687.0625 IN 03,624 Digita igur O IBES 12/31/17 2000-002-16 C5.0 DET.dwg �-1 REV # DATE DESCRIPTION PROJECT # 201610 DRAWN cb CHECKED MBA DATE 06.02.2017 SHEET C5 mo, ©COPYRIGHT 2017 by TBG Architects +Planners EXISTING CHAIN LINK FENCE LINE O FOUND MONUMENT - - - sT - - EXISTING STORMWATER PIPE (SIZE AS NOTED) ow EXISTING WATER VALVE - - _ WW _ - EXISTING WASTEWATER PIPE (SIZE AS NOTED) O WM EXISTING WATER METER - - -- - EXISTING NATURAL GAS LINE -1H EXISTING FIRE HYDRANT - - -w- - EXISTING WATER LINE (SIZE AS NOTED) 0 EXISTING TELEPHONE MANHOLE - - - E - - EXISTING UNDERGROUND ELECTRIC LINE Q EXISTING STORMWATER MANHOLE - - -�- - EXISTING OVERHEAD WIRE(S) ® ® EXISTING CATCH BASIN - - - - - EXISTING TELECOMMUNICATIONS LINE OO EXISTING CURB INLET - - -F- - EXISTING TELE W/ FIBER OPTIC LINE @ EXISTING WASTEWATER MANHOLE - - -is- - EXISTING TRAFFIC SIGNAL LINE 0 EXISTING CLEANOUT - - - - -- �- DENOTES EXISTING TOP OF BANK OG EXISTING GAS VALVE DENOTES EXISTING TOE OF BANK -®-sP EXISTING SIGNAL POLE ROW DENOTES RIGHT-OF-WAY 0 TS EXISTING TRAFFIC SIGNAL BOX DENOTES EXISTING CONCRETE SURFACE 0 SL EXISTING STREET LIGHT BOX OaP EXISTING POWER POLE DENOTES EXISTING ASPHALT SURFACE EIEB EXISTING ELECTRIC BOX 0 EV EXISTING ELECTRIC VAULT EXISTING DECIDUOUS TREE (SIZE AS NOTED) s EXISTING POWER POLE W/STREET LIGHT E- EXISTING POWER POLE GUY ANCHOR F- EXISTING STREET LIGHT 0 me EXISTING MAIL BOX EXISTING SIGN ® EXISTING TELECOMMUNICATIONS RISER Uq �l-(1-WoD4P-Pffz� 5vk-e P(av� i2euiec� crvVrV�e McU'ftk1 Date Received JUN 08 2017 Original Submiftal Cdy Iva m ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p. 541.687.1010 f : 541.687.0625 IN 03,624 Digita igur O IBES 12/31/17 2000-002-16 C5.0 DET.dwg �-1 REV # DATE DESCRIPTION PROJECT # 201610 DRAWN cb CHECKED MBA DATE 06.02.2017 SHEET C5 mo, ©COPYRIGHT 2017 by TBG Architects +Planners 2 _c G 1H 0 cD tO C) . CD E C PER • LAN •� 1 1 BOTTOM WIDTH VARIE§ CURB, TYP. PER PLAN 1 i �. I::► 1•► 1: l m - Wz WATER OUALIIy <X—YR> R_ STORM WATER SURFACE EI EV SURFACE ELEV ZEN �v yrx: • 1 1 � , 00,000 OVERFLOW CATCH BASIN 0,0:0001 DROJECTED ILOWLINE AS :• • ►1 a ■:► : • ` •- • , 4 ri' ( I i • • • .11 , , ! !,INDICATED ON PLAN il . ► �! �! . r r .; • � ;! • • 1 i, i, � �! �!, i .: • . il� i�i pis i, � � ! moi' NOTES 1. FACILITY BOTTOM ELEVATION REPRESENTS TOP OF BIORETEN11ON SOIL LAYER, WITH THE EXCEPTION OF NOTED BIORETENTION MULCH. 2. PROVIDE ROCK PROTECTION AT FLOW ENTRANCES PER LANDSCAPE DRAWINGS AND DETAIL 4/CAA 3. REFER TO SPECIFICATION SECTION 32 20 00 FOR MATERIALS. VEGETATED FILTRATION FACILITY SECTION - SLOPED EDG BUILDING WALL. SEE aqa ARCHITECTURAL PLANS FOR DETAILS CLEANOUT PER DETAIL 2/CU f Ur- t v — r_Lr_vr_L AND FLUSH WITH ADJACENT DECK SURFACE SEE NOTE 2 NO SCALE ROOF, HORIZONTAL LOCATION PER PLAN. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION AND CONNECTIONS TO BUILDING WALL. WITH POSITIVE SLOPE SEE NOTE 3 FLOWLINE OF HORIZONTAL VENT PIPE AT POINT OF CONNECTION TO HORIZONTAL DRAIN PIPE INDICATED ON PLAN FOR PIPE MATERIAL AND SLOPE INFORMATION MAX 14' FEET FROM VENT PIPE CONNEC110N DRAIN TO VENT SEE NOTE 3 NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR DECK, ROOF, WALL AND FOOTING DETAILS. 2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF DECK DRAIN GRATE. 3. HORIZONTAL VENT PIPES SHALL TAKE OFF FROM THE TOP OF HORIZONTAL DRAIN PIPES AND SHALL HAVE POSITIVE SLOPE TO DRAIN BACK TO HORIZONTAL DRAIN PIPE. 4. PROVIDE TRENCHING AND BACKFILL FOR TRAP PRIMER LINE PER DETAIL X/Q, 5. TRAP PRIMER UNE INSTALLATION AND CONNECTIONS BY DIVISION 22. EXTERIOR DECK DRAIN TO SANITARY SEWER W/ P -TRAP NO SCALE HORIZOI& AND LATERAL CONNECTION TO MAIN — SIZES PER TO LOCATION PLAN AS SHOWN ON PLANS NOTES1. TRACER WIRE SHALL ENTER STRUCTURE WITH RISER PIPE. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE IS WITHIN EASY REACH OF OPENING IN TOP SECTION. 2. RISER PIPE SIZE: 4", 6", AND 8" DIA MAIN — 4" DIA RISER PIPE 10" DIA AND LARGER MAIN — 6" DIA RISER PIPE. 3. ADJUST END OF RISER PIPE TO MAINTAIN 3" MIN AND 6" MAX CLEARANCE BETWEEN END PIPE AND BOTTOM OF VALVE BOX LID. r. j"I" \ STANDARDCLEANOUT {CO} NO SCALE CRUSHED ROCK NOTES 1. TRACER WIRE: WIRE SHALL ENTER STRUCTURE UNDER RISER AND DIRECTLY ABOVE THE PIPE THAT WIRE IS TRACING. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE TOP OF MANHOLE COVER TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON—CORROSIVE FASTENER 2" UNDER FRAME. 2. BACKFILL AROUND BASE SECTION USING CRUSHED ROCK IN PAVED OR SIDEWALK AREAS, OR NATIVE MATERIALS IN LANDSCAPE AREAS. 3. 42", OR AS REQ'D TO ACCOMMODATE PIPE SIZE AND INSTALLA11ON LOCATIONS/ANGLES. 4. USE FLAT—TOP MANHOLE WITH 2' SUMP WHERE DISTANCE BETWEEN RIM AND PIPE CROWN IS 3V OR LESS. 5. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF BASE SECTION. 6. INSTALL SEAL AS SPECIFIED BETWEEN MANHOLE AND PIPE TO FORM A WATER TIGHT SEAL. PIPES TO BE TRIMMED FLUSH WITH MANHOLE INTERIOR WALL. GROUT BETWEEN TRIMMED PIPE AND MANHOLE INTERIOR WALL, AS REQ'D, TO PROVIDE A SMOOTH TRANSITION. 7. MAINTAIN 12" CLEAR BETWEEN PIPE PENETRATIONS AT INSIDE OF MANHOLE. MAINTAIN 8" CLEAR BETWEEN PIPE PENETRATION AND MANHOLE JOINT. STANDARD rA STORM DRAIN MANHOLE NO SCALE FINISHED GRADE a E I BHEGroupr Engineering I Surveying I Consulting 940 W'!arn©tte S€rest, Siufls 310 EUGENE, OR 97401 841.686.847£3 1001 SW Fifth Avenue, Site 11 CDC) PORTLAND, OR 97204 503.961.6440 PVC- I UUC TILE IRON, SCHEDULE I COMPACTED CRUSHED +'PIPE40, OR C900 PVC PIPE �' ROCK BASE AND FITTINGS NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON—CORROSIVE FASTENER 2" UNDER FRAME. 2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN, FACE OF CURB AT CENTER OF GRATED SECTION, OR INTERSECTION BETWEEN FACE OF CURBS. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCLE BARS <EXCEPT STRUCTURES INDICATED ON PLANS REQUIRING ADA—APPROVED GRATE.> 4. <NOTE TO DESIGNER: USE CONCRETE COLLAR IF CATCH BASIN IS IN ASPHALT.> rn' 1 STAN DA RDCATCH BAASI N (CP} NO SCALE AT MID—DEPTH 3 / - 0" 1: FULL DEPTH .a. _ SEE NOTE 2 SEE NOTE 1 NOTES 1. 7" MINIMUM THICKNESS 2. MATCH GUTTER BAR THICKNESS OR 7" MIN, WHICHEVER IS GREATER SECTION A -A 6" 24" MIN TYP ., A..ww I TRANSITION ., . TYP AT FULL DEPTH CURB �II�f1�DDD y�'Prt� Sly �I� 40e� C�n;re �cUwV, NO SCALE Date Received JUN 0 V 2017 04ginal Submifital__'a — ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 IBES 12/31/17 _ 2000-002-16 G5.1 DET.dwg DETAILS REV # DATE DESCRIPTION I PROJECT # 201610 DRAWN cb CHECKED MBA DATE 06.02.2017 SHEET C5m 1' © COPYRIGHT 2017 by TBG Architects +Planners s 1 Ilk \x ti TAX LOT 7301. 9` 80.00'. �► has •. ��" �� ifs � '�-i�dY�Tails i� ` �Y i WEST, 128.60' 48.60' (E) TRAFFIC STRIPING TO REMAIN, TYP NEW TRAFFIC STRIPING ALONG LAURA STREET SOUTH SHOWN AS DARKER LINES TYP. TO BE PROVIC AT BUILDING PERMITS( IRMITTAL NOTE: NOT ALL TENANTS HAVE BEEN IDENTIFIED YET. ALL TENANTS ARE ANTICIPATED BICYCLE PARKING TO BE BUSINESSES, PROFESSIONAL OFFICE AND PERSONAL SERVICE USES. TENANT o U ��` U) Z f N BUILDING PERMIT SUBMITTAL. OFFICE USE t t CANOPY --- j( i ABOVE I i (ASPHALT, PARKING AREA, SHOWN ` VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.6-2) OFFICE USE DASHEDR: I; i 56,178 SF (72%) rN 3 TOTAL BICYCLE PARKING SPACES PROPOSED 8 SPACES TOTAL LANDSCAPE AREA i TOTAL VEHICLE PARKING SPACES REQUIRED 64 SPACES PATIO TOTAL VEHICLE PARKING PROPOSED 88 SPACES nRt=n � s 1 Ilk \x ti TAX LOT 7301. 9` 80.00'. �► has •. ��" �� ifs � '�-i�dY�Tails i� ` �Y i WEST, 128.60' 48.60' (E) TRAFFIC STRIPING TO REMAIN, TYP NEW TRAFFIC STRIPING ALONG LAURA STREET SOUTH SHOWN AS DARKER LINES TYP. TO BE PROVIC AT BUILDING PERMITS( IRMITTAL NOTE: NOT ALL TENANTS HAVE BEEN IDENTIFIED YET. ALL TENANTS ARE ANTICIPATED BICYCLE PARKING TO BE BUSINESSES, PROFESSIONAL OFFICE AND PERSONAL SERVICE USES. TENANT USES AND ASSOCIATED REQUIRED PARKING WILL BE CONFIRMED AT THE TIME OF BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.6-3) BUILDING PERMIT SUBMITTAL. OFFICE USE TRASH ENCLOSURE 1 : 3,000 SF GROSS FLOOR AREA VEHICLE PARKING 19,137 SF / 3,000 7 SPACES (ASPHALT, PARKING AREA, 25% LONG TERM 2 SPACES VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.6-2) OFFICE USE 75% SHORT TERM 5 SPACES 1: 300 SF GROSS FLOOR AREA 56,178 SF (72%) 19,137 SF / 300 64 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED 8 SPACES TOTAL LANDSCAPE AREA LONG TERM SPACES PROPOSED 2 SPACES TOTAL VEHICLE PARKING SPACES REQUIRED 64 SPACES SHORT TERM SPACES PROPOSED 6 SPACES TOTAL VEHICLE PARKING PROPOSED 88 SPACES ONE LONG TERM BICYCLE PARKING SPACE WILL BE LOCATED INSIDE EACH INDIVIDUAL STANDARD (9'-0" X 18'-0" INCLUDES T-0" BUMPER OVERHANG) 85 SPACES TENANT SPACE IN A SECURE LOCATION IDENTIFIED AT THE TIME OF TENANT INFILL ACCESSIBLE (9'4" X 18'-0" INCLUDES 2'-0" BUMPER OVERHANG) 3 SPACES BUILDING PERMIT SUBMITTAL W COMPLIANCE WITH SDC 4.6-145-150. THE TENANTS WILL BE MADE AWARE THAT STANDARDS MUST BE MET PRIOR TO OCCUPANCY. TOTAL INTERIOR PARKING LOT 41,348 SF 5% MIN INTERIOR PARKING LOT LANDSCAPE REQUIRED 2,067 SF (5%) 7.5% MIN INTERIOR PARKING LOT LANDSCAPING REQUIRED 3,101 SF (7.5%) PER GATEWAY REFINEMENT PLAN INTERIOR PARKING LOT LANDSCAPE PROVIDED 4,645 SF (11%) --l- 1-1 w►Irt LAU RA STREET (MINOR COLLECTOR) HAYDEN BRIDGE WAY (MINOR ARTERIAL) REPLACE W/ NEW DRIVEWAY PER CITY CODE, SEE CIVIL J TOTAL SITE AREA 1.78 ACRES OR 77,537 SF PROPOSED DEVELOPMENT IMPERVIOUS AREA NEW BUILDING FOOTPRINT BUILDING FOOTPRINT 19,137 SF TRASH ENCLOSURE 159 SF PAVEMENT 36,882 SF (ASPHALT, PARKING AREA, (E) EWEB POWER POLE TO REMAIN, SEE EXISTING DRIVEWAY/AISLE, WALKWAY, ETC.) CONDITIONS PLAN TOTAL IMPERVIOUS AREA 56,178 SF (72%) PERVIOUS AREA SEE EXISTING CONDITIONS PLAN TOTAL LANDSCAPE AREA 21,359 SF (28%) REMOVE (E) DRIVEWAY AND REPLACE W/ NEW DRIVEWAY PER CITY CODE, SEE CIVIL }H Ea N 1 SITE PLAN 01 5. 10, 20' A1.1 1" = 20'1 6'-0" 51-0" TYP BICYCLE SPACE TYP CLR END SPACE TYP as} tV i— G3 i SPACE BETWEEN HOOPS TYP HITCHING POST OR STAPLE RACK PER CITY CODE TYP, SEE DETAIL 211 TYP B I CYC 1/4"=10-0.1 1. ALL PUBLIC IMPROVEMENTS MADE WITHIN THE PUBLIC R.O.W. WILL BE PRIVATELY CONSTRUCTED CONFORMING TO THE CITY OF SPRINGFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. IF REQUIRED, A PUBLIC IMPROVEMENTS PROJECT (PIP) APPLICATION WILL BE SUBMITTED UNDER A SEPARATE PERMIT. 2. IN COMPLIANCE WITH SDC 4.3-125, ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. 3. REFERENCE THE EXISTING CONDITIONS PLAN. 4. REFERENCE CIVIL PLANS FOR GRADING AND DRAINAGE REQUIREMENTS. 5. ALL PROPOSED EXTERIOR LIGHT FIXTURES WILL BE SHIELDED AT THE TIME OF INSTALLATION SO THAT DIRECT GLARE AND REFLECTION ARE CONTAINED WITHIN THE BOUNDARIES OF THE PROPERTY, AND DIRECTED DOWNWARD AND AWAY FROM ABUTTING PROPERTIES AND PUBLIC RIGHTS-OF-WAY. 6. 1N COMPLIANCE WITH SDC 4.4-105(G), A PERMANENT UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL NEW PLANT MATERIALS USED TO MEET LANDSCAPE STANDARDS, UNLESS WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REFERENCE LANDSCAPE ARCHITECTURE DRAWINGS FOR DETAILS. 7. THE DETAILS OF THE SITE AND BUILDING SIGNAGE WILL BE SUBMITTED AS A SEPARATE SIGNAGE PERMIT IN COMPLIANCE WITH THE COMMUNITY COMMERCIAL SIGN STANDARDS. 8. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED OR PLACED ON THE SITE. 9. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ONGOING AND PERPETUAL MAINTENANCE OF THE PRIVATE STORMWATER FACILITIES ON THE SITE TO ENSURE THEY FUNCTION AS DESIGNED AND INTENDED, AND TO ENSURE PROTECTION OF GROUNDWATER RESOURCES. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY THE PROPERTY OWNER AND PROVIDED TO THE CITY FOR REVIEW UPON REASONABLE REQUEST - NORMALLY WITHIN FIVE BUSINESS DAYS. a LANDSCAPE AREA, SEE LANDSCAPE CONCRETE WALKWAYS SIGHT CLEARANCE AREA ON-SITE PEDESTRIAN CROSSWALK STRIPING (2) SHORT TERM BICYCLE PARKING SPACES ADA PARKING STALL & RAMP COMPLETE WITH PAINTED SYMBOL & STRIPING & SIGN PARKING LOT POLE LIGHTING (15'-0" HEIGHT, TYP) FENCE (6'4" HEIGHT, TYP) (E) FIRE HYDRANT TO REMAIN, SEE EXISTING CONDITIONS PLAN (E) SIGN TO REMAIN, SEE EXISTING CONDITIONS PLAN ILI FA1 L.A: IVA Cl_) SDC 3.2-315 10'-0" MIN BUILDING SETBACK OSDC 3.2-315 5'-0" MIN PARKING AND DRIVEWAY SETBACK (3) SDC 4.2-130 VISION CLEARANCE AREA., MIN 10'1 (2) SIDES OF TRIANGLE, TYP UON SDC 4.4-105(F)(2) 5% MIN INTERIOR PARKING LOT LANDSCAPING SDC TABLE 4.4-1 MAX V-0" HEIGHT FENCE LOCATED OUTSIDE 10'-0" FRONT YARD SETBACK (DSDC 4.4-110 TRASH ENCLOSURE AREA TO BE SCREENED W/ SIGHT OBSCURING SLATTED CHAIN-LINK FENCE OR MASONRY WALLS. COVER AND HYDRAULICALLY SEPARATE AS REQUIRED PER CITY CODE. DETAILS WILL BE PROVIDED AT THE TIME OF BUILDING PERMIT. Date Received 1 S • Y Original Submi#fal ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 JOHN E. L&WLESS C� *-3 o Ir EGO OF og� PROJECT # 201610 DRAWN KGT/ALS/JM CHECKED JLJKGT DATE 06.02.2017 SHEET Al ■ 1 1 © COPYRIGHT 2017 by TBG Architects +Planners NEW BUILDING FOOTPRINT — - - — PROPERTY LINE — — -- — UTILITY EASEMENT BOUNDARY LINE, SEE EXISTING CONDITIONS PLAN (E) EWEB POWER POLE TO REMAIN, SEE EXISTING CONDITIONS PLAN (E) POWER POLE W/ STREET LIGHT TO REMAIN, SEE EXISTING CONDITIONS PLAN (E) STREET LIGHT TO REMAIN, SEE EXISTING CONDITIONS PLAN LANDSCAPE AREA, SEE LANDSCAPE CONCRETE WALKWAYS SIGHT CLEARANCE AREA ON-SITE PEDESTRIAN CROSSWALK STRIPING (2) SHORT TERM BICYCLE PARKING SPACES ADA PARKING STALL & RAMP COMPLETE WITH PAINTED SYMBOL & STRIPING & SIGN PARKING LOT POLE LIGHTING (15'-0" HEIGHT, TYP) FENCE (6'4" HEIGHT, TYP) (E) FIRE HYDRANT TO REMAIN, SEE EXISTING CONDITIONS PLAN (E) SIGN TO REMAIN, SEE EXISTING CONDITIONS PLAN ILI FA1 L.A: IVA Cl_) SDC 3.2-315 10'-0" MIN BUILDING SETBACK OSDC 3.2-315 5'-0" MIN PARKING AND DRIVEWAY SETBACK (3) SDC 4.2-130 VISION CLEARANCE AREA., MIN 10'1 (2) SIDES OF TRIANGLE, TYP UON SDC 4.4-105(F)(2) 5% MIN INTERIOR PARKING LOT LANDSCAPING SDC TABLE 4.4-1 MAX V-0" HEIGHT FENCE LOCATED OUTSIDE 10'-0" FRONT YARD SETBACK (DSDC 4.4-110 TRASH ENCLOSURE AREA TO BE SCREENED W/ SIGHT OBSCURING SLATTED CHAIN-LINK FENCE OR MASONRY WALLS. COVER AND HYDRAULICALLY SEPARATE AS REQUIRED PER CITY CODE. DETAILS WILL BE PROVIDED AT THE TIME OF BUILDING PERMIT. Date Received 1 S • Y Original Submi#fal ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 JOHN E. L&WLESS C� *-3 o Ir EGO OF og� PROJECT # 201610 DRAWN KGT/ALS/JM CHECKED JLJKGT DATE 06.02.2017 SHEET Al ■ 1 1 © COPYRIGHT 2017 by TBG Architects +Planners LINE OF OVERHANG SHOWN DASHED, TYP L F L ----------i--------1- -----------I- LINEOF SUNSHADE ABOVE SHOWN DASHED, TYP 5 1 LINE OF OVERHANG SHOWN DASHED, TYP 3 4 SECURED BIKE SPACES 1-1 169 167 �7 L----------- 2 K-7'FLOOR PLAN N K) "I �-1 1/81, = V-011 [e]A9l4tML 1 FLOOR PLAN IS PRESENTED SCHEMATICALLY FOR REFERENCE ONLY AND IS SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. fit- �tp� 0004- eg'�' PV� fz� 0 nj �n ��� c �j Date Received JUN 0 8 2017 Original Submittal ARCHITECTS + PL A N N ER S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 .H �TLESS OF PROJECT # 201610 DRAWN ALS, JM CHECKED JLJKGT DATE 06.02.2017 SHEET A2m 1 @ COPYRIGHT 2017 by TBG Architects + Planners P N M K J CANOPY STRUCTURE STRUCTURAL COLUMN, TYP ALUMINUM WINDOW SYSTEM, TYP H G i i T E - STUCCO WALL, TYP - ARCHITECTURAL WALL PANEL, TYP 1 EAST ELEVATION A3.1 1/8" = V-0" I CANOPY STRUCTURE — — TO RO. OF_ _ j h 2121_0" , MASONRY VENEER TYP FENCE & GATE TO FENCE 6'-0" � 1 � 1. ARCHITECTURAL ELEVATIONS, FINISHES AND WINDOW CONFIGURATIONS ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. 1 5 9 10 11 . —^, I-- Im.. — . I . rk My I- D000q�- P& GW i -e' mc ve ivy m I �) CANOPI FENCE MASONF 2 NORTH ELEVATION A3.1 1/8" = 1'-0" (:D (D 00 op Date Received JUNo - :i ®doral SubfYlital,, �., Sl� _ —TO ROOF 21_0" �NOPY STRUCTURE, TYP I&SIO TO FENCE kSONRY OR WOOD WALL TO SLAB 0'-0" 3 WEST ELEVATION A3.1 1/8" = 1'-0" 11 8 7 4 ,. 3 2 1 /'� A . 1l1 f11/ 11- . - -f11� 4 SOUTH ELEVATION A3.1 1/8" = V-0" TO ROOF 21-0" TO SLAB 0'-0" TO ROOF 21-0" TO FENCE 6'-0" TO SLAB 0'-0„ ARCHITECTS +PLANNER S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 ow J eN1.WLESS OF Is PROJECT # 201610 DRAWN ALS, JM CHECKED JUKGT DATE 06.02.2017 SHEET A351 CQ COPYRIGHT 2017 by TBG Architects + Planners 15 m b"N r4ok 1111 -- V'—_1 0.' :�'�'dow'o U-0 IQ RRIGATION WDYWIMM 6MCIFIGAT IOM PTE: PROVIDE SLEEVING UNDER WARDSCAPE TO ALL IRRIGATED LANDSC LIGATION SYSTEM TO 15E INSTALLED IN ALL DESIGNATED LAWN AND PLAT rSTEM NEED NOT PROVIDE WATER TO IMPLANTED AREAS. IRRIGATION To 4DERSsROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURA ONTRDLLERS AND DEVICES. THE IRRIGATION SYSTEM SHALL BE MAINTAI? -=ALTW AND APPEARANCE OF THE PLANTS UA41LE MINIMIZING WATER USE At ONNECT IRRIGATION SYSTEM TO MUNICIPLE WATER SOURCE (LOCATION PE ALVE, 5ACXr-LOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHE -ECTRIC REMOTE CONTROL VALVES (PAIWIRD M15 -FINS SERIES OR APF AM SERIES OR APPROVED), AND/OR APPROVED ROTOR HEADS. ALL VAI. ;ARSON OR APPROVED) RR I r. -;AT I ON C... -5 H E I;) ULE SYMBOL MAWFAVIVIRM"OVELIMSaRIPTION OTY W Fobco 660 Master Reduced Pressure Series 2-1/2" Backf low Proventer 1 Irrigation Mainline: PVC, Schedule 40 1,56e IRRIGATION WE IRRIGATION "M MASTER - PLAN FOR ADDITIONAL N" (1) OUTLIM PM 111MIG� I. AT - ON CONTROL a