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Plan, Tentative APPLICANT 6/9/2016
GRAPHIC SCALE 50 0 25 50 100 6m m = = likmm� ( IN FEET ) copyright © 2016 Branch Engineering, Inc. PARKING LOT RECONSTRUCTION Ell �• -MA i vfmAllw -o- 4, o! - ESUS (111.Y \ i i4 �....--�.... ...— .......... ONLA . ......... ............ v.. .... ..,,,.. -210"N' HAYDEN RIDGE RD.v~i z RAMBLING DR. I za BONNIE LN YOLANDA AVE. BRIGGS, '@ .t:,?� MIDDLE .PROJECT SCHOOL SITE Ikki%i. Ell �• -MA i vfmAllw -o- 4, o! - ESUS (111.Y \ i i4 �....--�.... ...— .......... ONLA . ......... ............ v.. .... ..,,,.. -210"N' HAYDEN RIDGE RD.v~i z RAMBLING DR. I za BONNIE LN YOLANDA AVE. BRIGGS, '@ .t:,?� MIDDLE .PROJECT SCHOOL SITE 1 z .\',,,,,,u,. Ell �• -MA i vfmAllw -o- 4, o! - ESUS (111.Y \ i i4 �....--�.... ...— .......... ONLA . ......... ............ v.. .... ..,,,.. -210"N' HAYDEN RIDGE RD.v~i z RAMBLING DR. I za BONNIE LN W)), �-z V) HWY 126 I z VICINITY MAP N.T.S. M = LTD BUS STOPS SHEET INDEX CO COVER SHEET Cl EXISTING CONDITIONS AND DEMOLITION PLAN C2 SITE PLAN C3 PAVING & STORMWATER PLAN C4 DETAILS DESIGN TEAM OWNER SPRINGFIELD SCHOOL DISTRICT #19 CONTACT. CHRIS REIERSGAARD 525 MILL STREET } SPRINGFIELD, OREGON 97477 OFFICE: (541) 747-3331 CIVIL ENGINEER/SURVEYOR/PROFESSIONAL OF RECORD BRANCH ENGINEERING, INC. CONTACT. DAMIEN GILBERT, P.E. 310 5th STREET SPRINGFIELD, OREGON 97477 OFFICE: (541) 746-0637 E—MAIL: Domieng®branchengineering.com LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP CONTACT. CAROL SCHIRMER, ASLA 375 W 4TH AVE, STE. 201 EUGENE, OREGON 97401 OFFICE. (541) 686-4540 E—MAIL: carol@schirmersotre.com " 7l , COPY PI/ (P- CO02C� ��`nimwrn ixt�-(opm�� sfz�S (JIrl`s Rc4-errg Ard, SPS pe) ) U f � AN 9' 2016 date: ,DUNE 10, 2016 drawn by: ARS designer: DIG project no: 1 5-002E:2 sheet: YOLANDA AVE. BRIGGS, '@ .t:,?� MIDDLE .PROJECT SCHOOL SITE 1 z W)), �-z V) HWY 126 I z VICINITY MAP N.T.S. M = LTD BUS STOPS SHEET INDEX CO COVER SHEET Cl EXISTING CONDITIONS AND DEMOLITION PLAN C2 SITE PLAN C3 PAVING & STORMWATER PLAN C4 DETAILS DESIGN TEAM OWNER SPRINGFIELD SCHOOL DISTRICT #19 CONTACT. CHRIS REIERSGAARD 525 MILL STREET } SPRINGFIELD, OREGON 97477 OFFICE: (541) 747-3331 CIVIL ENGINEER/SURVEYOR/PROFESSIONAL OF RECORD BRANCH ENGINEERING, INC. CONTACT. DAMIEN GILBERT, P.E. 310 5th STREET SPRINGFIELD, OREGON 97477 OFFICE: (541) 746-0637 E—MAIL: Domieng®branchengineering.com LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP CONTACT. CAROL SCHIRMER, ASLA 375 W 4TH AVE, STE. 201 EUGENE, OREGON 97401 OFFICE. (541) 686-4540 E—MAIL: carol@schirmersotre.com " 7l , COPY PI/ (P- CO02C� ��`nimwrn ixt�-(opm�� sfz�S (JIrl`s Rc4-errg Ard, SPS pe) ) U f � AN 9' 2016 date: ,DUNE 10, 2016 drawn by: ARS designer: DIG project no: 1 5-002E:2 sheet: S53'19'251Z 634,77 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE. '1r .if * v1 v I �\<\ 4\ t1<__1 ,` ;1-�*fx..« v,I j \F1 \�, \; * yr 141. # . I 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES f < 6' CHAIN LINK T ? I I LOCATED ABOVE GROUND, AS -BUILT DRAWINGS, AND UTILITY LOCATE MARKS. NO CERTIFICATION IS v 14. w I, t1 : r ff F �• I W I MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. i FENCE I' I { I i o'IV •. uiji«.-,.. \i:<" "" ,V ,.,., 'v13 I ' { ; ,r\ / i i \d \u' \'..` \ \ c,, -,,, i \' I r of #I i o _ II 1' f 1 I 3 10' WOOD RONE AE SE FLOOD ELEVATIONS DETERMINED v v FENCE �- r t ` ' I I °� tI I go r p�1 ' "..., •w \1` I v i 3 # , 1�\ � i ,` 6.4' WOOD :1 I, [}'`5 "`' It' `'' \. l'' I � `, � FENCE E Ole . , F F.; , yQ 6 CHAIN LINK fi> vP� S w FENCE #; ` �y f r ' \ II ` ,Jj, f i ". I o ;I1 \t. i 11 i o v �: :I ; \ I T1,v F >I } F 1 v V1 '� % 41 Il. v.. s � Et - , i�,.< /u Fes, ;- ". . «.. tea:. _ < I ' �, • if . r ,+, } !/+ , } . � f !� ^,* ,,,, , ; t o 1 " // / i / A' `� b \i` w v1 '.I F 'v II vv r / 11 ! ; f' I S i / }} 3 11-1, v v r y. , r { 4 , tf r 1. , l,., v� : : r I � r' I o 1- l Yf `/r 1,/ f• .' r F{ W f f f .+' x `F I� r J I 3 \ S /' i+ 1 r :1 . / ,: f .'1 I �' 2\ \''' {E \ I i "�' I 3 t \1 /,+. ; 4 A I I r 11 3 11 o - RECYCLING F II ENCLOSURE �` ' \� J y` o p ,<\ TRASH :; «,.,.,««.«_", ,---,.«„"« ` ! \{<- I ; , I\ \ I ENCLOSURE 15X6' CHAIN ;„ r%� \ � ' } _- LINK GATEll 11 I l• x'\ o fi.,./ ��1 �,. r 1. Iii I. . I .e_ _ "E F' i' s " \ `tel\ , r fi r rf / i , V1• E CL �\ \ >„ ..�?«,,, «....«\, .\�«,-»,,,,,,;,,,,,,,,,,fie,„„\t,.«,;�.;,...,,,., a,«,,.,. \irk'\ \,`\yy\ '�'; �f g ! ff. v 'Z! \• ; 1�Tj` i li-11,11i \ � ` I ,% I 6„ ChIAIN LINK-,� r e.i «« ,,,,,,,,,,,,,,«_ \\ rr / /' f , `J ✓' \�t ENCS' \ �, � \>I (w.« .,..,,"�' u f y f fi \ ZONE X 14, �'� ' ( I ';r • ,'. ', m Z ", " - `' " $° { ,' , `\ f ` '! `f r/ \ AREAS OF 500 -YEAR FLOOD, AREAS OF 100 YEAR FLOOD I , , ' � _ \11� v ? : \' ' " LINK FENCE- NCI= ff ,• 1},. �'+ ':' / { \ WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH ``` �' i �+ / ?' \ _ f, i ✓' \`\ . f•r, r r \ DRANAGE AREAS LESS THAN 1 SQ. MILE. AND AREAS I \ ll,' > \ /// r ' �/ ' PROTECTED BY LEVEES FROM 100 YEAR FLOOD. I ,, � 4� " - o 10 F sf8 : ✓ ' �, r f � r/ 1{' ,\l i ,; . 1f •' , / ,�'". a ss / / \\ I .1 f f ''f`` f1 \ ''�; V13 F <`'i l3Cj� ; , '• \4 /, 1 I" " , �' w \ \ \� \' #1 Ir s� r f r ! / ih� r /` y0 I F r ! g F, vc V v1b� <3 : . ' i '/1 ! // r1 \ ! r ✓ vY 111 # r i"' 'aJ I : \, f \i, w ,% 4 Y�* fY f" i . o d f • / f1 / ft ; ,� 'Y• \Y' '\fi \ ` 3 Vii•` e + r S ,,,'`t' ` \\�", \•Y F/ { tr 3 ft , ° 1 ? V• ,, i \ �. i t �:• �".';.c„'r f #c {af r s ,'r r � r 30 Rt BBON BIKE f f ,' �.; { Iw I ; R ` r ? i� I i X92.' ' r rr r ! ! t I. \ x '' " ` - \U11�--�' �� �� r { PARKING SPACES ! �� � \` / ! � 4 � � �r W �. �•, 6 WRO GNT {: r4� F> s r +`% \#�j ., `n fi fi"l ,�, €\1 "�' a� ff /` r 1r` ;1 ' $ ; i` !\ r- ' r „.... «_,....,.,..,,«-.....«,-,«,,...»«««,,.....«�„ V \ C, xs �: _ I � ; � jIRON FENCE ` `� j; `" �ra� , ::a r' { f r 1e f { r " f ....,,«.,,,... V•' f ti t Vr tt�� ti ' rais,z `r/ f f /. ♦ I..",t,.. �, .. r,,,. a v A � \L, `,;, -"' '"•, At1 %}� \l. otk� ' '� :2"�\ F :t ,''""• r _ o /.. ♦ Z y.., ., . , \ `�, ; # f J f , - %`t \° } )`11 `j ') \i` \e/ \i1 \1r V1 \ori { "i. ?' \ 11 6x5 WROUGHT \ �# \ r' <> �\ If . 1 2 ," c/ f { /�' `{ { '/1 { i �` ! f \ v �tJ\�b \�G `1 v \:` \� v 1 r �v pl r \I 1 C--+' �. 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' , : r \ G lazi f f \ 1 icer r1 1 / v y v v -2 C • f Y1V ``° . �4 Vii. (/, '` 11` 1 '.�,L1 ,•+ it '+r} 1 J %,. ,,. «�, b 1,4q " �' STORM PIPES 'r f.. / \\ \ \' v \t1 ti .' �', ""' _ ., „. r 11 / \t fi it:• =11.1/ /c?fy ?'' by " f ARE LOCATED ON a _ ? 5°xi DROUGHT r F r ;� `v \� I. :I ` 5 r ,:' / / \TOP OF EACH ` .....» `' ' " <:, () r < \ / { 1 f IV .,� :�::;4: /:/ i ` `�t� t IROAf GATE / ///{/ ; v1 \ :," vfi\\ ,tk \t' 'v1 v1 F C�; I ,1'::n ,1'' , iv �7 / s h. 2 � t OTHER. i �'� � �G �� � Y (�� ,{ \•! f ; r}` o " 4 .r ,F?I' « r''' r �� / f i "v.. : I ( j (�V, o /~ U 1 s }ry S f/ \ 1 / i 1 £`r l �3 s \ r V1 \ \ \ �• . \:,1 \ j\ ` 3xJ /� J \: ``,. / ,, f \, \t,. "' �k gip, ' ✓r ...F / / \� f �� \�,"».. t (j` Ds� t, 1 1 o ` ' I 1 �� AREA DRAIN ' � t, '\A, .° .�•/ { �p0 fi r .�G \ . vv`y.. Q ; rs, I i 3 v i1 t "fif: 11 sf/, RIM=458.14 ,.; ,: lft.,." ".fi3 s.:. 'i .✓. f ,..,.,« ,,,,,,,,,,,,,,,«««,.,,,, �' 9 v1 RrN v, v'' v `'G \r \i Q<' r t I 1 61�1 I: ".. /f" ` 6 FL 1N (SE)=456.60 �j' r / / /r f {r C� f .x�_ L^` t G> i �„ C r f - w v \ r 'a ""., < \ G I " c ".g FL OUT (NW) 4 6.58 p ,.. r ! �, / 11' t / J .O ,,,#1j ,r �r ''1/'' 1�`\ 1 \si. '_ �``« ". /r \�`', l� ' 1"' f /f :. c. \•� "\` Ff �' j{j 00�i1 1 j ' 1 l33 ` a, ! f c ' V \ \✓ \i' V• \ \'- \✓ V \(r \1 f� . i 7 a4 \ •. ....,. .\, h..x, �r, r' c r 1. r. r' 4, r f. I 11 1. 11 r`' f 'i ` * i t \L v, \• \i1 \,,--: i�� \i " « , \ \ i 3 ._f f `_t'i ? \ �' v /�,: SAN MH .« «` a fi,'' « \y _... _ , r' „ I " 7u ss \� r _ :, `' r, ` s r f.,.,, 11,,,,.11«, 1111,,,« / ;, 2 \\G \ `"-•-___ i \ ` f/ «'i '\ / 1\ r RIM -458.24 „`11 \ �,1 1' \i1 r FSC'' `� :1 \ �:! t1 ,� CG I!` : 1 e "" ' 8 FL IN E =452.74 , �.'. w 1 `/+ ' ` f.. _ _ ir` 0 CI--- 1111 <r! j' ,``� X , ,J, 5111 ..1. N / e`� /" 11'11" ..i R ...•, I .......... \� 1\ +�. \, - '"; \ � Y t \ \ f , 1$ Il tN (S)=452.70 \ �� "}� / ff \ .� #r yfis" \ �•1\ \" \1 �1 -y_- \..a{ v \t, x' �ijr ®v .i �3r /r1 !r ,,\ „I e; ° '`' ,q n - V4. ,,,, ' \`1! ♦fi 1 { �.i ' �' /` _ r C V` `�\ „•.•`�.^„ /\ \\. C� / "� > , 1111^.,:` 8 FL OUT (N)-452.67 \ : y �:. /� fro .�G t P &?S \ 1 /' P Q`C rZ R.. '' , 1/`\ �.......---• ««„ y .s a f ! ^ s f / / x v, � l _ \✓ v1 v �' L\ tv v v \ -'b� • 1 IV f f �G % Y /f/ / x Q :at r `vv �\ G� " \ r ,•• \ r 6 WROUGHT /' f 0 G iJ 6.4' WOOD \:1 i ,� }\5 \'I I " s�.,,„. _. ,r' / ` IRON FENCE r /: \� a 1 y \ A\G \t \t : ' �;1 1111.... \ `, `� i �/ / �Q�( �� } _ " "1111.. / r ' 1 FENCE # ,d °J / : / . ,/ 'C \� `�+'` 3`J' ti.+i,...%y 1. {•,•. 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'' "r1'j 1 ,\ _. �" b(/NDgRY • 1111 " t r 'C `Y; .1rr'' r 1111,,, ta. r `i, .,o": "`. ;' l'\ ;� ,Y i,%?;t ;r i rrim 2, �"o.�� •• _ `\\ r s' ti -11 ; \ ` z v 4 -G+a �„ �' ' �, G } `':" v \,, f o\ 3 a i `\ `\ v1 v \1 v \v v1 \ ( tf - r r fi:, , \ 11" '', 1111 1 ! r \ _""\ r \ "1111... F r • �. 1111 8 � �• i\ 2 t ..s \ ` •� ARBORVITAE •'-� \ \1111' `/`•r � ^� `� � r r'' f.� 1111:., � it r{ �` `;. � ;1111 \ � i?4 \\ y ''_ � *\ � .r' \\� � ) , $ t R \` v \1 s° i C3 `i\': ,%"....?c' `3 \1 \ f y Vr V'•, i \y. ,» \,;1111/'" i,• .• r 1 3 'x " " \ \ ; e \ \ y .: t 60 \ \ \ \ v �' \i, \ f HEDGE r r'' i tGa 6G' AREA DRAIN \,.0''. r L w \1111. ` ' \ t , /, h \ _ tk £k, �i ? > \ � I 1'' J Y ' APPROXIMAt LOCATION � ` •�,,, r' \',1 `.;i.' �,:: `,'z ; /`S. RIM -458.36 ,,- •`i \ �\ \t'' �f :Ys •,_ > ,� v \ir ✓ �,.� .1 s "Y'"/i i 'i t;" Y\ X111' 1 ��� _i t� OF WATERLINE. UNABLE �r � t1 v �1 \r �1 v, � �1 v /, i� ,F i.. 3" FL tN (E)=457.36 \ I \ i, t ( ^',1' « l r>F I \ 1,`:" s _ , ♦ ,«,. 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LOCATION YOLANDA ELEMENTARY SCHOOL 2350 YOLANDA STREET SPRINGFIELD, OREGON 97477 TAX MAP: 17-03-24-41 TAX LOT 3002 EXISTING USE ELEMENTARY SCHOOL ZONING PL - PUBLIC LAND & OPEN SPACE WATERCOURSE ACCORDING TO THE WATER QUALITY LIMITED W47ERCOURSE MAP THE SITE IS OUTSIDE OF 7HE LOCAL WETLAND INVENTORY. IT IS ALSO OUTSIDE OF THE RIPARIAN CORRIDORS ACCORDING TO FEMA FIRM 141039C1153F THE SITE IS ZONED AS SHOWN ON THE EXIS77NG COND17IONS MAP. TIME OF TRAVEL ZONES ACCORDING TO WELLHEAD PROTEC77ON AREAS MAP THE SITE IS WITHIN THE 1 YR AND 2 YR 71ME OF TRAVEL ZONES OF PIERCE WELL FIELD. SOIL TYPES ACCORDING TO THE NA71ONAL CONSERVATION SERVICE WEBSITE MAPPING SERVICES, 7HE EXIS77NG SOILS ON THIS SI7E ARE: (32) COBURG-URBAN LAND COMPLEX (76) MALABON-URBAN LAND COMPLEX BENCHMARK CITY OF SPRINGFIELD BENCHMARK #184: FOUND CHISELED SQUARE IN TOP BACK OF CURB AT SOUTH SIDE OF YOLANDA AVE. AT CENTERLINE EXTENSION OF 27TH ST. ELEVATION = 463.26 FEET (NAVD88) LEGEND EXISTING ;11__ <--'-- POWER POLE WITH STREET LIGHT PROPERTY UNE - - FLOOD ZONE BOUNDARIES ............• TIME OF TRAVEL =W�;-�...«,-=� - CURB �"�'�'�'�"�'�N� �'�'" EDGE OF ASPHALT ------ SAW CUT LINE -"- -G` -"""" GAS PIPE LINE -"'"' ?��„�.,,,.,„,,." STORM WATER LINE "'" " S�aN- '"•"` «". SANITARY SEWER LINE .«..«...._ .,..1 -- ...,«..«.. WATER LINE «- -«'- ' ;:'„«, --'- '- ELECTRICAL LINE 'M --7.«- �'-`•` TELEPHONE LINE »" '-"" _f,Eu"' ---- •- GEO-THERMAL CONDUIT TUNNEL ""'„"w `"`59- ` -, CONTOUR LINE •-•--•--- -----•-•-- TOP OF DITCH .............. ....._ ..................... BOTTOM OF DITCH -- \ x „«...«.«.« FENCE a i , ?Q CROSS WALK ALL DISTANCES SHOWN ARE IN FEET, TOP FACE OF CURB ELEVATION -4M.„„„,". CONCRETE I , GRASS AREA GRAVEL AREA g !\' 9 BUILDING 6 FIRE HYDRANT RR WATER METER C FIRE DEPARTMENT CONNECTION >< VALVE a 9 MAIL BOX SIGN 8 GAS VALVE 0 DOWN SPOUT £'•"'" GUY WIRE - POWER POLE ;11__ <--'-- POWER POLE WITH STREET LIGHT pi [ v Vv pq fNIP [I U -0( 02fb >�t (\'k (�•um �evTlo A/' E'-�'t.�` t VL UY Sfi� rd % �, III 5 2c t >?,�'S i/� V d 2 g j 10 9) x� �,n�4 f L-,xyt,,4V ',1111. 4.. <: ,_ ,11. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET' ) . "I'll"_, : - 11'. 1. 11 I` ,ranch CE E R ING.= Since I977 civil • transportation structural e geotechnical SURVEYING -- 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngIneering.com Springfield OR I Salem OR revisions: date: JUNE 10, 2016 drawn by: ARS designer: DIG project no: 1 5-002E:2 EXISTING N S G CONDITIONS DEMOLITION PLAN a, \�,. DECIDUOUS TREE kc3=G x .`\ ;' >\ , - EVERGREEN TREE 11\OF \I , .'" i - TREE TO BE REMOVED : A. U4 BIKE RACK G�4j LIGHT POLE iM ELECTRICAL BOX 12 COMMUNICATION BOX �` UNKNOWN U77LITY VAULT 0 CATCH BASIN ' EDGE OF PAVEMENT ELEVA77ON x SCC, INFILTRATION TEST SITE ALL DISTANCES SHOWN ARE IN FEET, TOP FACE OF CURB ELEVATION x�G G I , TOP OF CONCRETE ELEVA77ON x pi [ v Vv pq fNIP [I U -0( 02fb >�t (\'k (�•um �evTlo A/' E'-�'t.�` t VL UY Sfi� rd % �, III 5 2c t >?,�'S i/� V d 2 g j 10 9) x� �,n�4 f L-,xyt,,4V ',1111. 4.. <: ,_ ,11. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET' ) . "I'll"_, : - 11'. 1. 11 I` ,ranch CE E R ING.= Since I977 civil • transportation structural e geotechnical SURVEYING -- 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngIneering.com Springfield OR I Salem OR revisions: date: JUNE 10, 2016 drawn by: ARS designer: DIG project no: 1 5-002E:2 EXISTING N S G CONDITIONS DEMOLITION PLAN GROUND ELEVATION kc3=G x G, \\- !',O. TOP OF DITCH ELEVATION x 10 'b ,xl ���, BOTTOM OF DITCH ELEVATION x U4 ELECTRIC METER G�4j GAS METER me"7,7-7,-t /`y` WATER VAULT UNKNOWN U77LITY VAULT ?9 ' CATCH BASIN AREA DRAIN A 81 INFILTRATION TEST SITE ALL DISTANCES SHOWN ARE IN FEET, CONTOUR INTERVAL = 1 FOOT pi [ v Vv pq fNIP [I U -0( 02fb >�t (\'k (�•um �evTlo A/' E'-�'t.�` t VL UY Sfi� rd % �, III 5 2c t >?,�'S i/� V d 2 g j 10 9) x� �,n�4 f L-,xyt,,4V ',1111. 4.. <: ,_ ,11. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET' ) . "I'll"_, : - 11'. 1. 11 I` ,ranch CE E R ING.= Since I977 civil • transportation structural e geotechnical SURVEYING -- 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngIneering.com Springfield OR I Salem OR revisions: date: JUNE 10, 2016 drawn by: ARS designer: DIG project no: 1 5-002E:2 EXISTING N S G CONDITIONS DEMOLITION PLAN TABULATION OF COVERAGE ONLY INCLUDES THE LIMITS OF DISTURBANCE DEVELOPMENT SITE TAX MAP 17-03-24-41 TAX LOT 3002 EXISTING CONDITIONS IMPERVIOUS AREA ROOF, PARKING AND SIDEWALKS 127,494 SF PERVIOUS AREA 276,373 SF PROPOSED CONDITIONS IMPERVIOUS AREA ROOF, PARKING AND SIDEWALKS 127,089 SF PERVIOUS AREA 276,778 SF DECREASE IN IMPERVIOUS AREA 405 SF PARKING REQUIREMENTS SDC 4.6-125: 2 SPACES/TEACHING STATION + 1 SPACE FOR EACH 100 SF OF 6 OR MORE STUDENT'S PUBLIC ASSEMBLY AREA. SDC 4.6-135 LOADING AREAS: A SCHOOL HAVING A CAPACITY GREATER THAN 25 STUDENTS SHAL HAVE A DRIVEWAY DESIGNED FOR THE CONTINUOUS FLOW OF PASSENGER VEHICLES FOR LOADING AND UNLOADING CHILDREN. civil ® transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.granchEngineering.com Springfield OR I Salem OR PRpFFssi FF 02 #6278OPE � Digi a y signed by Damien I ert D 16.06.09 0858 -34 - ' O2tGON ll © JUC %` 13, ZO�� EXPIRES: JUNE 30, 2017 1 SDC 4.6-155 BICYCLE PARKING:1 BICYCLE PARKING SPACE project title: REQUIRED FOR EVERY 8 STUDENTS. 25% OF BICYCLE PARKING i LONG TERM, 75% SHORT TERM i f )i PARKING TABULATION 1 TEACHING STATIONS 21.5 X 2 = 43 ; ; j I l i INDOOR ASSEMBLY AREA (SF) 5,299/100 = 53 gloom MINIMUM REQUIRED PARKING 96 SPACES EXISTING 1 f I COMPACT O SPACESgloom STANDARD 74 SPACES f 'rr 1 ADA 4 SPACES STAFF 3 SPACES GRAPHIC SCALE TOTAL 81 SPACES PAUSE PARKING 5 SPACES .,;LA 'J .,''.0 £. 30 0 15 30 60 ; 86 SPACES V (IN FEET) ( PROPOSED BASE BID STANDARD 48 SPACES ADA 4 SPACES z . 3. STAFF—COMPACT 16 SPACES lk ... .. lZJ »„».,.....».»,.,,.......»»,.....,..,,».......»»,».,.,,, `. ` fa STAFF—STANDARD 12 SPACES ».»».....,.»...,. f i r v \ ffi TOTAL 80 SPACES PAUSE PARKING 16 SPACES f ,' .j 96 SPACES ...........»...»..... tA BICYCLE PARKING /3; ; f J ` '` + NUMBER OF STUDENTS: 425/8 = 54 MIN. REQUIRED SPACES 11 ,` �q ,c + � < � ,i •� � f i EXISTING BICYCLE PARKING: 30 SPACES TO REMAIN s 7 • z I ; ,f NO ADDITIONAL BICYCLE PARKING IS PROPOSED. Al e _: t '•� �, f :_» yr e •'f i i b �' z 2 EXISTING ' _. STANDARD STAFF ' ` f: i LANDSCAPING PARKING STALLS] ALL EXISTING LANDSCAPING OUTSIDE LIMITS OF PROPOSED IMPROVEMENTS if i 43 J i if WILL BE PRESERVED. LEGEND;` ; '� i � 5 r f » ........ � i EXISTING ,.. SZ PROPERTY LINE w -' DECIDUOUS TREE .. J ` ..:�_ �;»..,.,r`` .%'.. \\ :': ';JF r`ff � ......,..,..»..»..»»r �»»»....,.,� f r JJ������``°\rte . •J � j CURB EDGE OF ASPHALT GAS PIPE LINE UJ EVERGREEN TREE STAY— STORM WATER LINE ''��•':. o _.:.. ~ :. € ' v '�f J , i l i I : SANITARY SE PROP. kAISED WER LINE ------ WN BIKE RACKWATER LJNECONCRETEi 00 CROSSWALK _#. ELECTRICAL LINE LIGHT POLE PROP. VALLEY TELEPHONE LINE 0 ELECTRICAL BOX GUTTER - CONDUIT TUNNEL GEO THERMAL C W M COMMUNICATION BOX z; s r J : ,. ;'';-. � � \,.� t � � ---• TOP OF DITCH Q/ I i BOTTOM OF DITCH ELECTRIC METER L..i. ;. % _ ,, ^ • . �' / r .� � ;.°' f �.,. l � � .... x ..........FENCEGAS METER MINIMUM W _• ._,"„-.. / a ° '�� rte./. W. r f ,fr'' J J r � . l t >' J� \ CROSS WALK ': 'r f \� 1` .' WATER VAULT bYY / f .' +r //,��av`�r .,•..,, _ / /)! // --_ _ i.....:ac \,�e � , ri�' 1 f . f7�P; .. ...,.».,,...,,."»...,..,.,»., .' f / / � � f` r / UNKNOWN UT lL!iY VAULTCONCRETE ' 7 CATCH BASIN ROP. CURB GRAVEL AREA WITH 12 tpJa„gi UJ k OPENINGS ATrr/0 LLBUILDING CENTERS U " w '' _...___• _n ALL DISTANCES SHOWN ARE IN FEET / r — r� ............. ..... r.. ,»'.. • 1 FIRE HYDRANT CONTOUR INTERVAL - 1 FOOT F a �,... ......... ... »... \\ !sem _ i __ __ _, ,� v a • r J t WATER METER (,n FIRE DEPARTMENT CONNECTION (y .,,� ..—.... <z .,', . fi; } s \ f I G�1 VALVE i� L_: MAIL BOX PROP. \ Q ' I f fr `r ' i ! SIGN revisions: 1 ~-- VEGETATED .. i V \\ r f 1 71NFILTRATION % ;' ] GAS VALVE :• , - F ° BASINit , r 0DOWN SPOUT GUY WIRE "�''/ ""•- ./ ° � � 'ate `� M A "�� J r J. J. "•��,'``,t � ;, ` •'`;, '' .;;' i J r 3 T ' z \ v.""'^ f w f r : f . �,t '' �• J ff r +:. mow.' �.. f j -'ROP. CURB POWER POLE WITH 12„nPFNINr..q AT:1" „ ` POWER POLE WITH STREET LIGHT a (60' RIGHT-OF-WAY) copyright © 2016 Branch Engineering, Inc. PROPOSED LIGHT POLE m LIGHT POLE a SIGN a TREE date: JUNE 10, 2016 drawn by: ARS designer: DG project no: 1 5-002E:2 s sheet: I ", 2016- _ I LZ CURB EDGE OF ASPHALT —<' VEGETATED SWALE FLOW LINE 8” ST STORMWATER PIPE CONCRETE STORMWATER MANHOLE ® DOUBLE CHAMBER CATCH BASIN M TYPE 'D' DITCH INLET LIGHT POLE m LIGHT POLE a SIGN a TREE date: JUNE 10, 2016 drawn by: ARS designer: DG project no: 1 5-002E:2 s sheet: I ", 2016- _ I LZ Q) .L0 ri -4 A A A Al A BASE BID GRAPHIC SCALE 20 0 10 20 40 IN FEET copyright (D 20i 6 Branch Engineering, Inc. . ............. . ..... 76, 'D'—(M,-N,G —DRIVEWAY APRON 14 0 MWING PROPOSED CURB EDGE OF ASPHALT VEGETATED SWALE FLOW LINE 8" ST— STORMWATER PIPE CONCRETE SD STORMWATER MANHOLE EEJ DOUBLE CHAMBER CATCH BASIN TYPE v DITCH INLET LIGHT POLE El LIGHT POLE SIGN • TREE y, ra H`fGIN E E RING.= Since 1977 civil - transportation structural - geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch En g1 nee ring.com Springfield OR I Salem OR PR - si I N e #62,78OPE Digi a y signed �y Damien I rt Da 6.06 .09 .5'.. 59 C;09 0a. "I �8. ,-R E G ON N G\ EXPIRES: JUNE 30, 2017 project title: J Flit coy I I � -OUB M,�irnulm s v�o� Ylcjc revisions: date: JUNE 10, 2016 drawn by: ARS designer: DIG project no: 15-002E:2 PAVING AND STORMWATER PLAN sheet: ff JUN 0 9 2016 3 r Y I I PROPERTY LINE CURB EDGE OF ASPHALT ""G.. ....... GAS PIPE LINE 'N ---- STORM WATER LINE �N" SANITARY SEWER LINE WATER LINE --......•- E----- ....... — ELECTRICAL LINE . ..... ............ TELEPHONE LINE GEO—THERMAL CONDUIT TUNNEL . ......... . ...... CONTOUR LINE TOP OF DITCH BOTTOM OF DITCH . .... . FENCE CONCRETE GRAVEL AREA BUILDING FIRE HYDRANT WATER METER FIRE DEPARTMENT CONNECTION VALVE 10 MAIL BOX —@-- SIGN E) GAS VALVE 0 DOWN SPOUT GUY WIRE POWER POLE --•--•••••-••• POWER POLE WITH STREET LIGHT PROPOSED CURB EDGE OF ASPHALT VEGETATED SWALE FLOW LINE 8" ST— STORMWATER PIPE CONCRETE SD STORMWATER MANHOLE EEJ DOUBLE CHAMBER CATCH BASIN TYPE v DITCH INLET LIGHT POLE El LIGHT POLE SIGN • TREE y, ra H`fGIN E E RING.= Since 1977 civil - transportation structural - geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch En g1 nee ring.com Springfield OR I Salem OR PR - si I N e #62,78OPE Digi a y signed �y Damien I rt Da 6.06 .09 .5'.. 59 C;09 0a. "I �8. ,-R E G ON N G\ EXPIRES: JUNE 30, 2017 project title: J Flit coy I I � -OUB M,�irnulm s v�o� Ylcjc revisions: date: JUNE 10, 2016 drawn by: ARS designer: DIG project no: 15-002E:2 PAVING AND STORMWATER PLAN sheet: ff JUN 0 9 2016 3 r Y I I nL 4" GAP 24'-0" DUMMY JOINT 1/4" PROVIDE 1 1/2" DEE 4" THICK P.C. BARREL HINGE w/ 1,0001 CAPACITY, 7}P , _ """"- -'.._ ' -- , _ _ n,P - - -- ! _ - _ _ - _._ _ _•• M _• - DEEP 'V' GROOVE 6" CONTROL JOINT AT 6'-0" CONCRETE FROM FACE OF CURB. MAX. CONSTRUCT JOINT SIDEWALK WITH WITHIN 16 HOURS OF BROOM FINISH COMPACT 3,�4"-O BICYCLE -PROOF BACKFILL IN 8 LIFTS GRA TE FOSSIL FILTER INSERT a POUR AROUND CATCH BASIN LOCKABLE COVER a HSS 6x64" i E � A53 GRADE B 3 ' 1 /2" RADIUS TYP. NOTES: � VERIFY OUTLET SLOPE AWAY FROM a INVERT POST 29 MIN. ° 2 GLR. BACK TO BACK SIGNS 6"* 7 ; . r 6 3 4 - 0 0 12 ( / i� v 5: _f3 :. �, c`F°----�,�„� REQUIREMENTS PRIOR TO ORDER. TYP. ' 3 j r CRUSHED ROCK `e F } �'iia .. V 9 COMPACTED AT 95% F .. a i f.. ...................».......,»........»..»..,.........,,..............,........»...._.........,...»«.........,...,......,...,..»»..»........»»..,....»......,....»»..»..,..»....,»»...»»»......».......».»...._»._..».....»»». ...............»........",.•..,........•...,.....».........»..,.».,»....».»..»..»....»«.......».......».,.........,...,». .........................»_...,.».,._.».»»...._»..»..._..»...».»._.,....»..,.......»»...__......._................._... . _.......... .. » ». ........ ..»...»,........»»».......»»...._..»....»»».......»».»»......».»...............»». ,....»»»»....�......,...... , . I � ,. , . ',%, � ......»».... »._......» »...._.........»... , .. ,'\� a. a. „> `„� � `�" ...� .• ,\ - �..3`"; S•a �'�\,� �A� �` ,,.� � ;w ., ♦ Z �.. N u , A e `\� ..a ," ; F��•.�...; ...E RELATIVE COMPACTION , `�`.�.�',.\ `:'\.' �%`-- �' " MODIFIED PROCTORUJ •• ' ^;"",? °��' S SIZE PER PLANS CAST -IN-PLACE: If..: CONCRETE FOOTING S\\ II 4 NOOP TIES D-3'fiY . �' Y' !I II•.' % \ ,\ \ `\ f , f /\ \ \ \f\ `\,``\\\ ' ` /j ' / / > /' r\" \�> \'. \ j�\\�: /\ \ f ;\ '.. �7? AHS. t '�\J ' J f `f ,/'/� / ' }" s \. \ /\;�, "\t' ]] fi i o\\ W CL ¢ y � �\\\ s �' � 4 " w/ STD. HOOKS;. r E''"x AT 12 o.c. �'�' " �X \ ROTATE HOOK Q ' �'. a ( " �`�'° I I " �. •' � � � ' '\ \F,fF\ \/ \�f \�f \\ \\\.'�\\''\\�'\ /\\ f\\ COMPACTED\\\`, SUBGRADE AS PER �,.. GED -TECHNICAL,' z f \f f ; r , ,\ ,� � � �;;... ; .�' 24 \ \\/;\�% ?. \'\\ ,\ r ' , '�' FERNCO NUBBLESS CONNECTOR LQCA7IQN AT tl EACH LAYER \� A :i "., \, a OBSERVATION TYPICAL CONCRETE WALK „ ' °» :•» .j<-4� > r: , '� .: \\r'\\\� ?c \ 6 5 BARS CONTINUOUS A7 SIM. AS OPPOSITE () \ .a SIDE \ SECTION C7 d ,'% , \\'\ `\\; \\ \\ , \ \\ \\\ \\' \ \/,1 \.`F\. \ 6" SQ. GREASE TRAP WITH HINGED HOC -SPACING :. AROUND PER1MElER OF F0071NG. y - I ,. \ I I� MONOLITHIC SIDEWALK AT CURB •`� / :�, ' \ `- \_' ♦\`';\' /\\,\,``\\r\\ '• f'\ ,\ /\%f\ CLEANOUT LID ". UNDISTURBEDOR \• .. s .,:. a ' . " . ' i ° (SOIL MANUFACTURED 10 a STEEL 9 . BASIN 24"x24"x36"D CATCH 3" MINIMUM COMPACTED CRUSHED ROCK BEDDING `��^\�` `� ♦..<. *UNLESS OTHERWISE NOTED ON GRADING PLAN (SHEET C4.2) 2'-8" DIA. 1 SWING GATE 2 CONCRETE SIDEWALK SECTIONS 3 CATCH BASIN SCALE: NONE SCALE: NONE SCALE: NONE 6" 1' EXTRUDED CONCRETE CURB HEIGHT MAY VARY AT CONCRETE CROSSING CONNECTION, 1/2" R ---'�••••-•- �F TYPICAL CURB 6" 7YP" RAD. OR TYPICAL 7" THICK CONCRETE PAVEMENT 3500 PSI FIELD STRENGTH ASPHALT CONCRETE 1 ^ ` TOP OIL MATCH TO , _ — 4 DIMENSION PER PLAN 4 AC PAVING PLAN SLOPE MATCH TO LOPE PER PER PLAN S N AC PAVING AS SPECIFIED 1 2 2 /" " 4 l ' CONCRETE ASPHALTIC 11 :. 6» j jj i :iii 33iiiii3iiSF31; CURB CURB ,. .! '!Y' !!:'.•`` ' ,:'Ej;`...:': v `C.,' �,^".Q3�--,\-,"'C> �;^"C� \, C \ CS:""C. \.• ^C S^'C,^'x�'G;^'` ' � C"� •C^"�, C C C� � C \ ♦: C: C. C: C: . \, r \ C ,. C` , C: t \. . C \. C. .'C• ,, u :\ < t� ♦> ♦. C. ;. .. \. , ♦. C. . C. Q �•, . C.. , C. \. w C... C1 C. C, t: CZ \..\ C1 C) C�• •Z rl '2 '1 Z 2 '2 '2 z; Z 1 'Z '� •"k 2 .. .... #4 REBAR '.d .•} \...»..ni' �' x" .. .. j ,, „..«•i .:� `y ^ ....^'F""".\�.!.: ; ' `\y' ' \._.... i 7 \ .._.� �C . _ -\ %.• �\ f �:;� .. 7 \.,.., f ^� f jai', \ . \. \�• \ r•♦ `i"3i 3 '\ ��� ,.♦ f: {. >`\ r\\' moi': +\ ♦ C..�;:f h�? •� \'? rove`�` i \ e :: \ �; 3.\ , :F; i CRUSHED<. r108 ROCK 1 1/2"- 0" CRUSHED CONTINUOUS f' i i\,,.. _� „ ,y` ...... ,\\» '\.... s� ...... �;> w% '>� i% F \ CONCRETE CROSSWALK �/{/4 BARS 18" O.C.E. W. ROCK" >: _ `..\`,�..1......�{J......�\\\\'\'\J\\ \ \ BLOCK UP 3 FROM SURFACES ,\\`J``'/\�\/\\.'/\�. 4 RAISED CONCRETE CROSSING PAVEMENT SECTION 5 VALLEY GUTTER 6 CURB AND GUTTER TOP SET CURB SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE C3 ti -- 20 3" -- -- 5/8"X2-21/2" SQ. -�� SQ. EDGE FLAT BARS EDGE FLAT BAR 1 I" ""j 1 = 314- I MANHOLE FRAME AND COVER AS SPECIFIED. PREFORMED PLASTICFRAME AND RISER /NGS SHALL OR RUBBERBE SEALED TO FORM A WITH FINISH GRADE WATERTIGHT SEAL. WITHIN OUTSIDE UNDISTURBED o RIM: ---1/2" X 2-1/2" SQ.--- " GROUT MAY BE USED FOR . , STORM SYSTEMS. ;� x PAVED AREA PAVED AREA SOIL PIPE SEE PLAN 5/8"X2 -1/2"X30"-- SQ. EDGE FLAT BARS EDGE FLAT BARS '� � < �, ;. __...__..__ VARIABLE " _......._»_.._...�.___.........»__._....»».__..» ::::._ _ - .::::'- »� - : ,. : \\\ \ \\ i....... / :::::::.....?...... LLI5 _ 2 MIN. , r - `\' ;. `..... �/\., \\ PAVING \�F ` I PRECAST RISER RINGS STRUCTURE .. I m NOTE: " °p 00 N N z � o � PLASTIC MANHOLE STEPS SHALL BE, PROVIDED UNLESS SPECIFIED OTHERWISE. r COMPACTED z �l :... ; i f NATIVE fw i\ 3 ' BACKFILL ._ \" 3/8 CROSS BARS SHALL 3#X2- 12"X,318$# a M \' :: i ; I- -- COMPACTED \:..�,, ...'..'...i ; i^,••»•...: € z Z BE FLUSH WITH THE GRATE r� ALL JOINTS SHALL BE SEALED WITH y ; 3/4"-0 CR+\y� -'i It ' SURFACE AND MAY 8E FILLET WELDED ANGLE TPREFORMED PLASTIC OR RUBBER RING' TO FORM A WATERTIGHT SEAL. {:• ''-'. ` ' lk `D N co RESISTANCE WELDED OR ALL JOINTS SHALL BE GROUTED : �...: �: "' ELECTROFORGED TO BEARING BARS. �-- 2' 3' �.: ::� INSIDE AND OUT. 'F r .r " 3 MIN.'`'»a" BEDDING..\ 6„ 24„ 6" „ PLAN 6" �.,r 2 3-3/8 6" FRAME PLAN d' �' STANDARD PRECAST MANHOLE SECTIONS " AS REQUIRED. 24„ a. . �.. y MW. i^....:� ? ,» ..» >�'w`•n \�' PROVIDE TRACER WIRE 36" 3 3-3/8 a RUBBER BOOT / �, . "'' AS REQUIRED PER LOCAL \ \ CODE. SECTION A — A SEC T/ ON B — B _._. B "� SPACING 3" O.C. '�^�� MANHOLE BASE 6" MIN. ' _ (PRECAST BASE SHOWN) PIPE SIZE AND TYPE PER --� µ T� 5/8 - �li <- 518"-11t ^� ---�-``" - '�• ~r a�•--»-' PLANS UNDISTURBED A A / 2-1/2 -. .:_ 52 EA CH BOLT____- r7 BASE ROCK OR COMPACTED �-' . . CLEAN, NATIVE SAND. a' \ SUBGRADE NOTE: = -- 4 -ANCHORS 114- cv ' z. , �� \moi "\ y AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME NOTES: GRATE SECTION ,,���;���z_,c,., �,;-�Y,��,�����., �'�''\ TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE 1. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE TYPE N NOTES: " " CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION CONCRETE. 1. STANDARD PRECAST MANHOLE SECTION DIAMETER SHALL BE 48". USE 42 ONLY IF SPECIFIED BY BETWEEN JOINT TRENCH UTILITIES SHALL BE 12" OR GREATER. 2. G-2 GRATES MAY BE USED IF APPROVED BY THE FRAME SECTION THE ENGINEER. ENGINEER. 2. ALL CONNECTING PIPES SHALL HAVE A FLEXIBLE JOINT WITHIN 18" OF MANHOLE WALL. 3. CATCH BASIN, FRAME, AND GRATES SHALL MEET H2O LOADING. 3. SEE MANHOLE BASE SECTION DRAWING FOR BASE DETAILS. 4. ALL MANHOLES SHALL BE VACUUMED TESTED. PLAN B 4. INSIDE FRAME DIMENSIONS: 2' 3-3/8"X 2' 8-1/2". 5. MAX. 350' BETWEEN EACH MANHOLE (UNLESS OTHERWISE APPROVED). 6. SANITARY MANHOLES PLACED IN CENTER OF STREET g ODOT TYPE V DITCH INLET 9 24" MANHOLE 1 TYPICAL TRENCH SECTION SCALE: NONE SCALE: NONE SCALE: NONE USE AASHTO M-248, TYPE N, ALKYD -RESIN TYPE (OR APPROVED ALTERNATE). TO A MINIMUM WET FILM SIGN CONCRETE WHEEL ANGLE AS SHOWN ON PLAN STOP WHERE DIMENSION PER CITY CODE '�---_ ` -' �' THICKNESS OF 15 MILS (0.4MM) CONCRETE WHEEL CURB WHERE SHOWN SHOWN ON PLAN 4.6-115 TABLE 4.5-1 AND FIGURE 4.6A ADHERE TO OREGON CURRENT TRANSPORTATION COMMISSION ' 4 \> S �; " t°' " .. �� —� 0.4 �"11� ��( � � STOP WHERE CURB WHERE SHOWN SHOWN ON PLAN::. STANDARDS N q- 36' TYP. '; FOR ACCESSIBLE PARKING PLACES MAY 2012 ( ). _ y 3 ` �' '" � "` „ 0.2 0.9" i fel r�� rt5 N �:....::.: 6' TYP. 16" 6' TYPICAL „ �� 2' TYP. 4 STRIPE TYPICAL PARKING WITH D.M.Y. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER 6' :3 CONST. 6" WIDE NOM.) 5 6 UNLESS OTHERW! E 6' DIRECTED _ / O © OQ Q@ Q p z a O 4 STRIPE TYPICAL � R ORS 811.620 AND FINE UNDER SIGNAGE AT, HEAD ORS 811.615 OF EACH SPACE. `T O w O Q VAN :::':::':::::: :. ':.. RAMP WIDTH Q Q 0 4 ACCESSIBLE ONLY FOR SPACE `:::...v..... �, COLOR: VAR. �, 8, »........................... . ....t.........................» i DESIGNATED ON i �� � f E E L 3 3< 1 R SITE PIAN. USER OK'LyCURB �.»._».....»..».......».... ... ............ NOT USED ON ON THIS PLAN ,' SAFETY YELLOW 0.9 -06116 PAVEMENT STENCIL WHITE, Slope 2% max. 6- T TRUNCATED DOME RAMP TEXTURE PATTERN BLUE BACKGROUND AND BLUE - PAINTED CURB OPTIONAL MOUNT BOTTOM OF " 4q Slope 8.33% max. DETAIL DETAIL > a ��$,���} STANDARD: 9 SIGNS AT 84" t/- 3 ANGLE AS SHOWN ON PLAN DIMENSION PER CITY CODE COMPACT: 8' MAX SLOPE FOR ADA FACILITY.- 2% ABOVE PAVEMENT AT EYE -LEVEL. Truncated dome detectable warning surface in 4.6-115 TABLE 4.5-1 AND FIGURE 4.6A compliance with 2007 OSSC Section 1109-16 11 STANDARD AND COMPACT PARKING STALL 12 ADA PARKING STALL 13 ADA RAMP 14 TACTICAL WARNING SCALE: NONE �. SCALE: NONE SCALE: NONE SCALE: NONE copyrngnt v ZU I b Iirancri tnglneenng, Inc. civil a transportation structural ® geotechnical SURVEYING 310 5th Street Springfield, OR 97477 541.746.0 p 637 www.BranchEngineering.com Springfield OR i Salem OR S��R�D P�OFFssi NFF 02 #6278OPE Digita y signed %y Damien I ert Da16.0 gR8659:25 ' IFN G\v EXPIRES: JUNE 30, 2017 project title: 0 revisions: De�;(� m�'1•� S� N 50�g date: JUNE 10, 2016 drawn by: ARS designer: DG project no: 15-002E:2 DETAILS sheet: N w 4 n bi 0 co rn i O N LC1 I v d N O O V G O O C O O G+ C Q C +`+ G O O O L U T O C rN G d 43 O V G v 0 >- 0 N t T 3 U Q u N O a` v U O a m 0 U F.� -. �; � ...... (6) PROVENCE LAVENDER (10) FOUNTAIN GRASS — (9) PRIVET HONEYSUCKLE (1) GREEN VASE ZELKOVA 0000 \ yy J �S i s (1) GREEN VASE ZELKOVA (12) FOUNTAIN GRA ISS - �` 4 \ yy J (4) KELSEY REDTWIG DOGWOOD y S (13) PRIVET HONEYSUCKL 'tS \ yyb �s \ yyb y J r copyright ©2016 Branch Englneering, Inc. 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPENCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. LEGEND DESCRIPTION -I- EX. DECIDUOUS TREE TO REMAIN C - PROPOSED TREES, SHRUBS, AND GRASSES AND PERENNIALS GROUNDCOVER (6) DAVID VIBURNUM 4 r (10) PRIVET HONEYSUCKLE (1) BLACK TUPELO ° i• ° (14) FOUNTAIN GRASS'S (383) BEACH STRAWBERRY_ /j / (42) DOUGLAS SPIRAEA_ f. %••-ti'• v ,( (2) BLACK TUPELO (14) TUFTED HAIRGRASS 11 DAVID VIBURNUM 41 8 PRIVET HONEYSUCKLE f� Vz S (9) FOUNTAIN GRASS --�-- --- 13 (1) GREEN VASE ZELKOVA ;�yvzS V1s Jjv1s l d S S lo :s .f .�. .....d:....., ., , t, L z / U BUS ONILY ��e' bovj Pill COQ + LANDSCAPE ARCHITECTS + SCHIRMER SATIRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.686.4540 Fax: 541.686.4577 www.schirmersatre.com COQ #M PSCH. E:� SCHtN ER 11-18-94 , n �P Scale:1" — 20'- 0" 0 10 20 40 z lianch I I N E E R1 N G.-, a9 W 1977 civic - transportation structural - geotechnical SURVEYING 1462 MMMErRC3Aiee5T. NE SpSAlgEMld 0RF;9W9177 p: 503.779.9537 WWW.BranchEngineering.com Springfield OR I Salem OR revisions: date: MAY 27, 2016 drawn by: designer: project no: 15--002E.2 sheet: �! .. L 3' O 0 O � = Q U � V) z Q >- D Q Q z z W W O W Qo revisions: date: MAY 27, 2016 drawn by: designer: project no: 15--002E.2 sheet: �! .. L 3' Q � > Owo ��w D Q ry Qo ��Ozo =>O�a� o- CD zQ o0� LI_ N (n revisions: date: MAY 27, 2016 drawn by: designer: project no: 15--002E.2 sheet: �! .. L 3' Ff S+ NOTES: 1. EXTEND SLEEVE A MINIMUM OF 4" BEYOND PAVING EDGES OR INSIDE FACE OF CURB. 2. OPEN ENDS TO COVERED WITH DUCT TAPE. 3. WOOD LOCATION STAKES (2X2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FACE OF WLKS AND CURBS. PAVING o ota COMPACT BASE 8 MATERIAL Co SCHEDULE 40 IRRIGATION SLEEVE, SEE PLAN FOR SIZE & LOCATION. L --COMPACT SUBGRADE N.T.S. '-IOT BOX LB2 FROST PROOF ENCLOSURE - GREEN WILKINS 975XL2 BACKFLOW :)REVENTER - 1-1/2" BALL VALVE PIPE TO IRRIGATION SYSTEM 4" DEPTH CONCRETE PAD 4" DEPTH COMPACTED RUSHED ROCK BASE NOTES: 1. CONTRACTOR TO VERIFY INSTALLATION SPACE FOR BACKFLOW DEVICE IN ENCLOSURE PRIOR TO ORDERING. 2. CONFIRM BACKFLOW INSTALLATION HEIGHT AS NECESSARY WITHIN LEGAL LIMITS TO FACILITATE EASE OF TESTING. 3. ANCHOR ENCLOSURE TO PAD AS SPECIFIED BY MANUFACTURER. 4. PROVIDE LOCKING MECHANISM FOR CABINET. NOTES: 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2. CONSTRUCT AND INSTALL VALVE SUMP AS SPECIFIED. 3. SET ENCLOSURE ON FIRM LEVEL SUPPORT, ON CONCRETE BRICKS ON SURFACE OF VALVE SUMP. VALVE BOX. SHUTOFF VALVE F -WITH SET TOP OF BOX FLUSH FINISH GRADE. FINISH GRADE / TOP OF MULCH LAYER UNION COUPLING EACH CONTROL OLVE =f 11= (4) 2"X4 -X8" CONCRETE BRICK SET ON FIRM LEVEL SUPPORT ON SURFACE OF VALVE SUMP ct CONTROL WIRES PIPE BACKFILL PIPE BEDDING IRRIGATION MAINLINE FILTER FABRIC copyright ©2®16 f3rcnch Engine�rirtg, Inc. z CV T_ N [IT LI IRRIGATION LATERAL COMPACTED SUBGRADE CONTROL VALVE SUMP PROVIDE 4" MIN. VALVE CLEARANCE. MIN. 4" SUMP DEPTH. AUTOMATIC CONTROL VALVE N.T.S. N.T.S. FINISH GRADE NOTES: 1. USE TEFLON TAPE ON ALL THREADED PVC JOINTS. 2. USE BOTTOM INLET ON ALL SPRINKLERS. INSTALL IRRIG. HEAD FLUSH WITH TOP OF MULCH AT PLANT BEDS POP-UP SPRAY SPRINKLER _z ao PVC SCH 40 TEE OR ELL IRRIGATION LATERAL SWING PIPE ASSEMBLY SPRAY HEAD SPRINKLER OUTSIDE WALL l r 1Y DIA. CONDUIT AND FITTINGS - — PAINT TO MATCH WALL WIRES TO REMOTE CONTROL VALVES WIRES TO ELECTRICAL SUPPLY —� FINISH SURFACE 900 ELL - 1 Y" DIA. CONDUIT, SEE ELECTRICAL IRRIGATION CONTROLLER N.T.S. SECURE TO WALL CONTROLLER WITH LOCKABLE CASE N.T.S. Al 1 nlA! onnnn Cno RAI II ru rl r_M(_`CQ CH 1" P OF SUBGRADE N.T.S. n ))»))))))A)TI• �rI/,IAS . a � a 2 X ROOT BALL DIAMETER NOTE: 1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. 4" MULCH HOLD 2" FROM TRUNK ROOT CROWN 4" ABOVE FINISH GRADE. -1 Q z ROUGHEN ROOTBALL TREE STAKES D.F.2"x2"x6' MULCH TREE TIES Grow Straight or approved PLANT SAUCER Form 3" rim FINISH GRADE IMPORTANT: Root crown to be a minimum of 4" above finish grade. s - :111�11�111t111=111111 -- • . a • • - • 2x diameter NOTE: of rootball REMOVE TREE TIES AT ONE YEAR WARRANTEE. DECIDUOUS TREE PLANTING N.T.S. + LANDSCAPE ARCHITECTS SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.686.4540 Fax: 541.686.4577 www.schirmersatre.com Flc TY10 -0002�0 SfiL�S —YY1 G t'1 !1Y' ''u.' JUN �r Y S'Pnce 1177 civil transportation structural • geotechnical SURVEYING 1462 .MMERG A eeeST. NE SPSA LEMId,ORR9 A V7 p: 503.779.2537 www.BranchEngineering.com Springfield OR Salem OR date: MAY 27, 2016 drawn by: designer: proieat no: 15-002E:2 eet: 09 0 D O � = Q U D U� z Q >- � cn Q z z W W => O W two o zw Qrr- < � oZo �o�a o- � z Q � z oLn, => 7; LI- N (n revisions: date: MAY 27, 2016 drawn by: designer: proieat no: 15-002E:2 eet: