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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/21/2017PROJECT SITE Townhomes on Fifth hase 2, 1928 5th Street, Springfield, Oregon Tax Map and Lot: 17- 601, 602, 700, 701, 801 and 900 i VICINITY MAP NTS (� 5th STREET PROJECT, LLC 2065 WEST 16th WAY EUGENE, OR 97401 (541) 953-7332 CONTACT: MIKE O'CONNELL, SR., Applicant mikeoconnelisr@gwestoffice.net PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686-4577 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com CIVIL ENGINEER BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATTERSON, PE nathanp@branchengineering.com SURVEYOR BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: DAN NELSON, PLS dann@branchengineering.com STRUCTURAL --- PIONEER ENGINEERING LLC P.O. BOX 788 PLEASANT HILL, OR (541) 746-5841 CONTACT: ADAM CLOUGH, P.E., S.E. adam@pioneerengr.com BUILDING DESIGNER LUKE DESIGNS, INC. 1253 D STREET SPRINGFIELD, OR 97477 (541) 746-7757 CONTACT: MONTY LUKE lukedesigns7@gmail.com SITE PLANS L1.0 COVER SHEET L2.0 � 71 L3.0 SITE PLAN L4.0 LAYOUT PLAN L5.0 GRADING PLAN L6.0 LANDSCAPE PLAN L7.0 LIGHTING PLAN L8.0 w C1 F C2 DETAILS ?Aam� ejrj St z zie �cDitch #f, w V1 S OakdaleAve� post;4 `'' Seward d Avf -' y�e� 3.t6i Ettd ..: e � *�rg> a5 }}� i Hamlin N iddle School , r 131y to River K /i rest Allen Aw Cambridge st ,�,00w lidl yd r Bridge a i t Greenvale Hayden Bridge Pf Haydc .irg r Dadr--M AV Guy, Lee Park V St g t La tj StL NarrCY r ve g haven AveT ocha en Avg - St hell { s t z . Shelley St St, { Sa VMY Fred Byer � t ChickenRota`Qv tQtAna Y 00 r i# } W.r Fairview 4.+t ( r ria * Mti 7 VICINITY MAP NTS (� 5th STREET PROJECT, LLC 2065 WEST 16th WAY EUGENE, OR 97401 (541) 953-7332 CONTACT: MIKE O'CONNELL, SR., Applicant mikeoconnelisr@gwestoffice.net PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686-4577 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com CIVIL ENGINEER BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATTERSON, PE nathanp@branchengineering.com SURVEYOR BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: DAN NELSON, PLS dann@branchengineering.com STRUCTURAL --- PIONEER ENGINEERING LLC P.O. BOX 788 PLEASANT HILL, OR (541) 746-5841 CONTACT: ADAM CLOUGH, P.E., S.E. adam@pioneerengr.com BUILDING DESIGNER LUKE DESIGNS, INC. 1253 D STREET SPRINGFIELD, OR 97477 (541) 746-7757 CONTACT: MONTY LUKE lukedesigns7@gmail.com SITE PLANS L1.0 COVER SHEET L2.0 EXISTING CONDITIONS L3.0 SITE PLAN L4.0 LAYOUT PLAN L5.0 GRADING PLAN L6.0 LANDSCAPE PLAN L7.0 LIGHTING PLAN L8.0 DETAILS C1 F C2 DETAILS z w V1 S post;4 `'' Ettd ..: i Hamlin N iddle School , K Stdrtennil 131y VICINITY MAP NTS (� 5th STREET PROJECT, LLC 2065 WEST 16th WAY EUGENE, OR 97401 (541) 953-7332 CONTACT: MIKE O'CONNELL, SR., Applicant mikeoconnelisr@gwestoffice.net PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686-4577 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com CIVIL ENGINEER BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATTERSON, PE nathanp@branchengineering.com SURVEYOR BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: DAN NELSON, PLS dann@branchengineering.com STRUCTURAL --- PIONEER ENGINEERING LLC P.O. BOX 788 PLEASANT HILL, OR (541) 746-5841 CONTACT: ADAM CLOUGH, P.E., S.E. adam@pioneerengr.com BUILDING DESIGNER LUKE DESIGNS, INC. 1253 D STREET SPRINGFIELD, OR 97477 (541) 746-7757 CONTACT: MONTY LUKE lukedesigns7@gmail.com SITE PLANS L1.0 COVER SHEET L2.0 EXISTING CONDITIONS L3.0 SITE PLAN L4.0 LAYOUT PLAN L5.0 GRADING PLAN L6.0 LANDSCAPE PLAN L7.0 LIGHTING PLAN L8.0 DETAILS C1 UTILITY PLAN C2 DETAILS BUILDING PLANS BUILDING 1 1 OF 3 FRONT ELEVATION 2 OF 3 MAIN FLOOR PLAN 3 OF 3 UPPER FLOOR PLAN BUILDING 2 1 OF 4 FRONT ELEVATION 2 OF 4 SIDE AND REAR ELEVATION 3 OF 4 MAIN FLOOR PLAN 4 OF 4 UPPER FLOOR PLAN BUILDING 3 1 OF 4 FRONT ELEVATION 2 OF 4 SIDE AND REAR ELEVATION 3 OF 4 MAIN FLOOR PLAN 4 OF 4 UPPER FLOOR PLAN BUILDING OF FRONT 1• OF 4 SIDEAND REAR 3 OF 4 MAIN FLOOR PLAN OF UPPER ■ r •• j ■ 1 1 BUILDING 5 1 OF 4 FRONT ELEVATION 2 OF 4 SIDE AND REAR ELEVATION 3 OF 4 MAIN FLOOR PLAN 4 OF 4 UPPER FLOOR PLAN BUILDING 00 FIRSTFLOORPLAN Al 01 SECOND ••- PLAN ELEVATIONS BUILDING 7 1 OF 4 FRONT ELEVATION 2 OF 4 SIDE AND REAR ELEVATION 3 OF 4 MAIN FLOOR PLAN 4 OF 4 UPPER FLOOR PLAN �le copy ,511 (q-CV00-7K- P 2- sl-j'C Pim PVlzw Th 5tyYe & PYn3e a P� �oftC) all e5 tial Submi l if Vv— LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 7-142017 e� ♦ LANDSCAPE ARCHITECTS -I- SCHIRMER r - z 0 waeg5�a zWa�=� >oc�ooQ Z 0 cfl F ��aoa� 0 07 aww a- LU FmOy� f„ 8 m z w V N = U c � ¢�OwOpa W (D tc� owzrry�wo X LLJ M o�w¢w�w _11- Z0Qo° a� r E-iN�ZWNN Q N O O �w�Wi�w M v U ZTVWw111 08, W Q) O r20 a cn M a = LLI 0�cc< .C$I'5 ah'' tiGTRE 0IN C, ,�ti 0V xvG Z �0 V W w tv O W d � J = W LLL' L 0 = Z U. CL w LL LV Z w o W W 2CO) O = W = Z In ® ;? o0 V 0� 0 18 30 60 Revisions # Date Description tz CD WN C' ca r -z N � m E m o m m an t Ll mO c t + LANDSCAPE ARCHITECTS + SCHI1 1 SATRIC - z 0 w agora'" r-Ooo�z w a o - a W r dor. ��SO VUiFZ- W0000r t` O 0' ZW WE-m �S7 w C rmm¢oaa', ra WmOtgg � _ =O�Ozw� ¢x v coo x W N Lf) 0).X azr~�-�Wo <oo��� a W t6 H t=- 8Kw¢w�w zQQ coi OF Q OO N vi'=aW�om In (U zw�conw¢= W jry�zoo r c� 14*L_ Ws w ri. int X W ¢ O = W = to w03 = 2 z zm to M d wxwx}~O= ��<W= 84 D �' Ag z O 0 w w O ,N U Wo QZ <t w O =� 1- - �- O Z 1� = z CL CO) IUL W t� ® W to t� �w w E- Z m cr) Q i— O Z WW zLO F- 'e N W r' F- SCALE. I' - 30' - o• 0 is 30 Revisions # Date Description t6 N G 3 CD m IL` D U D a L2mO O �silt� i 1✓ -I- LANDSCAPE ARCHITECTS + ! 1 :1 SAIREN r-,- z 0 SITE PLAN NOTES LEGEND �-0000: 0: wmCsLr Zwzul I =Ix 10W' - a >oC W0000} z W to ¢F¢��Co W O co © VZ i `CI' DENSITY AND DWELLING UNITS: - - PROPERTY LINE (SUBJECT PROPERTY) . w-'� xcnoo W F- -LL E zvaon'oiY zzwntv¢i a N O O v wwmwROw W>o_> _� H.. n �• � <= d �FQ ~�tVp W VJ i 7�f�jZ00 W - d' �' L HDR ti♦ Q fJi M a 0ivW�i�a3�F 8 REQUIRED: HDR STANDARD: 28 TO 42 DWELLING UNITS !NET ACRE - - PROPERTY LINE (ADJACENT LOTS) GON � Ag Z RESULT: SITE SIZE: 1.50 GROSS ACRES 0 W w 0 N 1.42 NET ACRES AFTER ROW DEDICATION J Q W LL a. �1 AND ROW VACATION PROPOSED FENCE SEE SITE PIAN ( ) 6i. LL. ILCollLAWw Z I. 40 DWELLING UNITS Z W Q CW G PROPOSED: 48 DWELLING UNITS F - - - -j BUILDING OVERHANG Z In CV ■ 30 DU /NET ACRE 0 16 30 60 Revisions # Date Description MDR STANDARD PARKING SPACE (9'x 18') REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS / NET ACRE INCLUDES WHEEL STOP TO MEET RESULT SITE SIZE. 0.90 GROSS ACRES REQUIREMENTS OF SDC 3.240(8)(f). ti m E N � in 0.72 NET ACRES AFTER TAX LOT SEPARATION Y V C ® I Q7 cc cc 10 DWELLING UNITS COMPACT PARKING SPACE (8' x 16') V a a INCLUDES WHEEL STOP TO MEET PROPOSED: 12 DWELLING UNITS REQUIREMENTS OF SDC 3.240(8)(L). ° a 17 DU / NET ACRE .f y C�MM6N OPEN SPACE (3,720 SF) TOTAL HDR &MDR REQUIRED: 50 DWELLING UNITS _; CONCRETE PAVING - PEDESTRIAN BUILDING #1 i ::' BUILDING #2 24 DU / NET ACRE T • (4) 3 BR UNITS WITH GARAGE • PRIVATE OPEN SPACE (PATIO AND LANDSCAPE) - 355 SF +i- PER UNIT. i '.'' �i�i�i/�%/i%ris%%ii/�f%!ilii%i!%��i�� .... . ' • .' ,'.' ' • (7) 2 BR UNITS • PRIVATE OPEN SPACE (PATIO AND_ LANDSCAPE) -115 SF +/- PER UNIT. PROPOSED: 60 DWELLING UNITS 28 DU / NET ACRE " jj/ GENERAL OPEN SPACE (LANDSCAPE) I ® PATIO (TYP.) 6'WOOD PRIVACY FENCE /%f/ .. j a(: 4' WOOD PRIVACY �r ! T ' ' VEHICLE PARKING: REQUIRED: STANDARD: 1.5 SPACES / DU @AT PROPERTY LINE (TYP.)/�jj AND l�/i- ;ad► . - ' FENCE WITH GATE - .:�i u�m ,j%f/ N //iii RESULT: 90 SPACES ACTIVE RECREATION AREA (PLAYGROUND) SURROUNDING BACK YARDS. SURROUNDING BACK ^'rr ! ® ( PROPOSED 87 SPACES COMMON OPEN SPACE (3,935 SF) r�i/� �" YARDS. iii p 8 N = 43 STANDARD, 26 COMPACT, 2 ADA AND VEGETATED STORMWATER TREATMENT AREA 1 INCLUDES 1,440 SF OF ACTIVE x / 00 �/ / j r,' ` ` � 8 GARAGE 1 DRIVEWAY SPACES. ON = 17 STANDARD SPACES X.50 = 8 SPACES RECREATION AREA y - -STREET (PLAYGROUND). ) // / j�j/ ' ' ,: /: - N i/ /, ///% (ON -STREET SPACES COUNT 50% TOWARDS PARKING REQUIREMENT) %i N m I/ i r - 8 %/j/.f/%/ / ` f - r. - �o m ' i/j N rjf ' �/ ii BIKE PARKING: REQUIRED: STANDARD: 1 SPACE/ DU, 100% LONG-TERM RESULT: 60 SPACES r , COMMON OPEN SPACE 123.39' 80.54' . // %%%i%!�i`t - r/f%/if /�// ` j///fes jff`//f�fff�%if ///✓ : ": / ` . f co c: m ji�j N ✓f / ' " y t ♦^ y+� PROPOSED: 64 SPACES 26 SPACES PROVIDED IN UNITS (GARAGE IN 3 BR UNITS, TRASH / RECYCLING ENCLOSURE: 1.5 YARD RECYCLING CONTAINER (78'x38"x48°) o j ' : �. STORAGE ENCLOSURE IN 2 BR UNITS WHERE BACKYARD HAS ACCESS). 2 YARD TRASH CONTAINER (78-40'x48') 38 SPACES PROVIDED IN OUTDOOR ENCLOSURES. fi r✓ ' OPEN SPACE: BIKE PARKING % EXISTIN6 CURB, GUTTER GENERAL O.S. ® f/i �. � l✓f�f AND SIDEWALK TO REMAIN r NEW CURB GUTTER AND REQUIRED: STANDARD: 15% OF GROSS SITE AREA �,o _ ff /i x� ACTIVE // x / - jj a %i / // . / . ;�. %j/j.//if//". � SIDEWALK RESULT: GROSS SITE: 2.14 NET ACRES o 32 ACRES (15 /o OF GROSS SITE) EXISTING DECIDUOUS TREE TO REMAIN - RECREATION / r/ m %/ / / %% // ///! PROPOSED: ACRES / 29,970 SF OF GROSS SITE) �' �`• AREA •t! !! .62 (30% \ co B NCH (TYP). r/f /./ % j - . " - r . y j - j <:' ; n PR9OSED LOCATION FOR USPS NEIGHBORHOOD DELIVERY COMMON O.S. BUILDING #3 ..... // // // / • �.(24 �' F- = IC) CENTRALIZED BOX UNITS. INjDIVIDUAL BOXES, 3 PARCEL BOXES) REQUIRED: STANDARD: .25 SF / 1.00 SF OF GROSS FLOOR AREA , (500 SF MINIMUM WITH NO DIMENSION LESS THAN 15 ) RESULT: GROSS: 11,085 SF EXISTING CONIFEROUS TREE TO REMAIN s W W s • (7) 2 BR UNITS • PRIVATE OPEN SPACE yi`, jj f : y /�r %% jf/ yf /j e . TRASH / RECYCLING ENCLOSURE - #1 NET: 3,054 SF (COMMON O.S. LESS PRIVATE O.S.) /%/f /f/f` : • 1.5 YARD RECYCLING CONTAINER _ PROPOSED: 12,659 SF (PATIO AND LANDSCAPE) -187 SF +/- PER UNIT. !/i/�/!moi/ir f" j �,//���r/ a :' ° :.":: y�ji�%%j��i�i/lfiiij%i { 2 YARD TRASH CONTAINER ACTIVE O.S. 4" _ - = IRRIGATION SLEEVE - SIZE NOTED ON PLAN /.:/. x ' - -fes E REQUIRED: STANDARD: 250 SF PER 120 DU (NO DIMENSION LESS THAN 16) "a 80.54' 99.7,V Y. . ., y// / . -.: iij o, tr m N ' // %i `' viii ✓/ 8 u u y/ `" ilii BICYCLE ENCLOSURE - #1: • 5 BIKE RACKS (PARKING FOR 10 BIKES) IN ENCLOSURE WITH LIGHTS AND RESULT: 60 DU = 750 SF PROPOSED: 1,440 SF (PLAYGROUND) PROPOSED POLE MOUNTED LIGHT y/ u / ,A./ ° •��// CV /// /// .� m". �, r/ r//i '''' u -13 N N Y // COVER 2 TRASH1 L8.0 PRIVATE O.S. ' REQUIRED: STANDARD: 96 SF /DU MIN. NO DIMENSION LESS THAN 6 RESULT: 60 DU 96 SF =(5,760 SF ) EXISTING STREET LIGHT TO REMAIN iii/ O u r/% ; /_ '0 m. 5y / • 5 YA YARDRECYCLINGCOONTAINER • 2 YARD TRASH CONTAINER x PROPOSED: 8,718 SF (BACKYARDS @ 2 BR AND 3 BR UNITS, FRONT YARD AND N% / BALCONY @ 1 BR UNITS) �r// BUIL'DINd#4 i c ii BLDG. 3 u it BLD .4 " v • (6) 2 BR UNITS <`? 1 `ss ` 0 //j/ �,= ` �N ;,',,: / _ , o,,; '' ( • PRIVATE OPEN SPACE (PATIO AND LANDSCAPE) _168SF+,_PER UNIT. CONSTRUCTION NOTES GROUNDWATER PROTECTION 6' WOOD PRIVACY FENCE �; '°:: '(a, %%, 4' WOOD PRIVACY Ix N DURING C EXISTING UTILITY POLE (TYP.) AT PROPERTY LINE AND /f//j %i .•" Q u -----FENCE WITH GATE , :.. T jf - : s,.%i e ° ° .;e , ."• i EXISTING CURB, GUTTER ~ AND SIDEWALK TO REMAIN 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. ADJUSTMENTS BY POLE SURROUNDING BACKYARDS. / " -- /j/ m m/f j p u SURROUNDING // BACK / a N m j%i i NEW CURB, GUTTER AND 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC., OWNER // N " r//% l✓// !-YARDS. „ rir . -° N" //%i / r ^ LL° "/ SIDEWALK 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389. 1. THE FOLLOWING REGULATIONS MUST 8E OBSERVED DURING CONSTRUCTION: jffj�%rr/ -lam/ - , �j%11 elsr(' //i.//�i/r�i-/ R' !� > : o::' NOTE: PARKING FIRE LANE' SIGNS TO BE 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. • DNAPL CHEMICALS ARE PROHIBITED AT THIS SITE. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES 99.82' ; y /%/ j/�iri!i�; , .. / y/i%i 4- 1f%/lif% =164.88' _ - � j%f%r :ilii!%:i�i�i� , " jij/ii f%� �; . . ,. , " LE LED THE PROPOS EAST -WEST INSTAL ON ED EA T 4. REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE OWNER'S R _ OF MSDSS FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR < 264.70'.. - :•esb:•s•:• •:::::;:' BUILDING #6 • (18)1 BR UNITS .. :,:. •' -� ' :::: : : :e .•' L'^ I'= : •;:• > a-� '' :::::::-:::- • ••.•.•.•.b.,.,. �= .:=: e e=^� =: _ > ' •°a:: :< ::::;•::::. . • .... • .... '^ eee•e :=: `e: o.: ^� =° =:> �•: ' `"`'°� °' • ROAD AND THE EAST SIDE OF THE NEW s EXTENDED 3rd STREET. LOCATIONS OF LIGHTS TO BE DETERMINED AS PART OF REVIEWS. 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO Q EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (LE., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY CONTACT THE SUB PUBLIC IMPROVEMENT PROJECT. j • PRIVATE OPEN SPACE: CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. DRINKING WATER SOURCE PROTECTION COORDINATOR } (541-744-3745 WITH ANY • 1ST FLOOR -PATIO AND COMMON OPEN SPACE (691 SF) LANDSCAPE -105 SF +/- PER UNIT. PROPOSED LOCATION FOR USPS 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. A COPY OF THE MSDS FOR Al l CHEMICALS USED ON THE PROJECT WILL REMAIN ON THE JOB SITE AS REQUIRED BY 4' WOOD PRIVACY FENCE W/ GATE • 2ND FLOOR - 56 SF +/- PER UNIT. SURROUNDING BACK YARDS. NEIGHBORHOOD CENTRALIZED T NEIGHBRHOOD DE ' , BOX UNITS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION LAW. PATIO TYP. { ) ..... -• - '. ,-:• : ; - • ... _ .... ; • ... :- . •• - ., -t.:... - .: '�: "°." _ . , - : .. .. =� ". °„ ® (34 INDIVIDUAL BOXES, 4 PARCEL BOXES METHODS. • ALL CHEMICALS USED DURING CONSTRUCTION SHOULD BE STORED IN ADEQUATE °' • - ' - • ; a / /-Z771 ;" M/2(0_ _ _ _ E /- ' /%/ r ,/r.� ;:/;/r/i/ _ _ �" - -� _if �• !i.'// _ - 17 //i/ i/ i%/�//i./ x �i .00,7/ 8. TIONS, CORNERS, OR WHERE CONCRETE PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, SLABS MEET WALLS OR OTHER STRUCTURES. SECONDARY CONTAINMENT. -EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT BUILDING #5 4_ :r!yi /// i/ /f% / / ✓i / r% r //i.. T f� ;r/�%///jri/i///i��f/� %�iji/ii%f 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND • {9} 2 BR UNITS f //.r /% f/ / / j . r f ✓i / / / 1 i - / , x ..• / y. / . /.' /r/ a . / . ,// // // / N m / . //� /r/ // - . � - J _ J _ J _ J - J _ J _ J - - - J 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS SJ . { ) MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR • P PA PRIVATE OPEN CE iif ... /• / /i /,� - -. r 4 WOOD PRIVAC /. y /i > ./. .: , r /. /f ; cV /. /// //./. /% / / // r/i // 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. PATIO AND LANDSCAPE) - ( ) 148 SF +/- PER UNIT. ,r j N m /r _ ENCE WITH GATE N ;.. / .. / SURROUNDING FRONT � •. :. .... " " ", / .- / / / ,_ - / . / /i /i �/ / f//i./f/i.// i/ f ,n m - _ .. / / ✓/i ri //� r / f//ff//i " ;." " . , 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90' ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS s NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. 2° WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING R YARDS (TYP). . (TY } , jr : " //x•; N - //.// ; / r rf / OTHERWISE INDICATED. . / • .•: t :;. _ / r// jj�ij f�/r CONSTRUCTION AND PERMANENTLY AT EACH BUILDING AND ADJACENT TO THE SWALE S . { ) /// N act � � -: • .. 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. THE SIGNS ARE INTENDED TO ALERT CONTRACTORS SUBCONTRACTORS, EMPLOYEES, TENANTS, 13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING UP ANY SPILLS STANDARD AVAILABLE). PLEASE / 14. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION. (SIGN CONTACT AMY CHINITZ (541-744-3745) 3745) TO m x Q y /;+" / f%/f//�f//% PURCHASE SIGNS DIRECTLY FROM SUB AT THE COST OF $15/SIGN. / .. r/ m /ri y%% f j/�j/� ( 15. SEE P.I.P. PLANS FOR WORK WITHIN NEW AND EXISTING R.O.W. N y/i < m COMMON OPEN SPACE (4,313 SF ) ut / . �✓ /i / - • ' u /r/ m � // ifr/lir%ff// - �' %. /%f/r/ %// 6' WOOD PRIVACY FENCE P. AT PROPERTY LINE AND a: N t SURROUNDING BACK YARDSME N - - EXISTING PHASE 1 IMPROVEMENTS - CO, EXISTING UTILITY POLE ✓✓f �, m U ADJUSTMENTS BY POLE / so j/ %. ( OWNER • i//f •< ' Q x f / N /% ...... / _ EXISTING STREET SIGNAGE ADJUSTMENTS :i//ii a m . ` N ` // : • i x ' a // Q / x -_ _ IN P.I.P. PLANS e . •. // 4' //.fj jf/j 4//%///� " // <. //� I`1'sI ,i -I /. - Yr - _ ------------ _ - - // ' ` ° r/ y�f%../r!ff/ f%/!i%f �f% BUILDING #7 • 2 BR UNITS NEW CURB, GUTTER AND SIDEWALK x / ' _:', ' ` : ; : - .: , :..: ; 299' 42 /i zLGrtY. , . �! ii%i�� �i/./_.�iL1GGri/_ : i/./// /. //tel/, �(./ii (9) • PRIVATE OPEN SPACE (PATIO AND LANDSCAPE) % F� �� f EXISTING CURB, GUTTER AND SIDEWALK TO REMAIN -155 SF +/- PE� UNIT. BICYCLE ��JJ `# • . 2 TRASH / RECYCLING ENCLOSURE - #3 ' X8.0 • 1.5 YARD RECYCLING CONTAINER KE RACKS (PARKING FOR 18 BIKES) IN ENCLOSURE WITH LIGHTS AND COVER TRASH / RECYCLING ENCLOSURE 4 NOTE: LTD LOCATION FOR BUS #17 �(� ` 'VI ZU U �� • 2 YARD TRASH CONTAINER - LOCATED ADJACENT TO PROPERTY /j'� �/j�� Q {,� �,LCi I eo • 1.5 YARD RECYCLING CONTAINER ON EAST SIDE OF 5TH STREET. • 2 YARD TRASH CONTAINER PROPOSED POLE MOUNTED LIGHT (TYP.) 0 BICYCLE ENCLOSURE - #2: " p� f • 5 BIKE RACKS (PARKING FOR 10 BIKES) ( IN ENCLOSURE WITH LIGHTS AND COVER LAND USE Date ceiveREVIEW SET THIS DRAWING IS JUL 212`47 NOT FOR CONSTRUCTION (, 001gi Ia3 Sli�}C'I'4L ea� 1S )ll -- 5-31-2017 �silt� i 1✓ -I- LANDSCAPE ARCHITECTS + ! 1 :1 SAIREN r-,- z 0 anw.0ay �-0000: 0: wmCsLr Zwzul I =Ix 10W' - a >oC W0000} z W to ¢F¢��Co W O co Fawmncw»� VZ i `CI' om~z x -X-C con dl LO . w-'� xcnoo W F- -LL E zvaon'oiY zzwntv¢i a N O O v wwmwROw W>o_> _� H.. n �• � <= d �FQ ~�tVp W VJ i 7�f�jZ00 W - d' �' L W o. • w Q 0 W¢ ti♦ Q fJi M a 0ivW�i�a3�F 8 � TRE GON � Ag Z 0 0 W w 0 N ui J Q W LL a. �1 6i. LL. ILCollLAWw Z I. V.f Z W Q CW G W Z In CV ■ 0 16 30 60 Revisions # Date Description ti m E N � in E Y V C ® Q7 cc cc IL G V a a mina u Eel r f f f 3 v., i- 9 i' f. F o• 1.41', 25.00' 33'-10" I v I A w 313.50' 19 NOTES 1. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC., 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389. 2. THIS SHEET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. FOR VERTICAL LAYOUT SEE GRADING PLAN. 3. ALL DIMENSIONS ARE TO FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES OR 45 DEGREES UNLESS NOTED OTHERWISE. 4. DIMENSIONS SHOWN WITH A • ARE TO CENTERLINE, BASELINE, OR PROPERTY LINE. 5. ALL CONCRETE PAVING JOINTS NOT SPECIFICALLY DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90 DEGREE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 6. SCORE PATTERN AS SHOWN. 7. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 8. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. CEASE LAYOUT WORK AND NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES IN DIMENSIONS, DEGREES, LOCATIONS, STAKES, ETC. OBTAIN GENERAL CONTRACTOR'S APPROVAL PRIOR TO EXECUTING ANY LAYOUT WORK DIFFERENT FROM THAT SHOWN OR SPECIFIED. 9. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY CONTRACTOR IN A MANNER APPROVED BY OWNER OR OWNER'S REPRESENTATIVE. 10. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. LEGEND — PROPERTY LINE (SUBJECT PROPERTY) — — PROPERTY LINE (ADJACENT LOTS) PROPOSEDFENCE -----� BUILDING OVERHANG EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN ALIGN FACE OR EDGE ALIGN 12'-0" DIMENSION - TO FACE OF CURB OR EDGE OF j --f ELEMENT 12'-0" DIMENSION - TO CENTER LINE OF ELEMENT, t PROPERTY LINE OR BASE LINE EQ. EQ. ALL DIMENSIONS SHOWN AS "EQ." WITHIN SAME SET 0 12 0 x OR CHAIN OF DIMENSIONS ARE EQUAL W p Q 6 Z p p W 4 APPROXIMATE DIMENSION - SOME FLEXIBILITY +� ALLOWED TO ABSORB DISCREPANCY BETWEEN WUr== �=o 12 ?o N? rlNIP R14' 0" RADIUS DIMENSION 0c9ptnz +� ALIGN WITH ADJACENT ELEMENT ALIGN C d' o« zw O°W°OZ x= a�'owooLL W cv Un � � X w r- x . w 0u�n Wp <a6 ciow�!2� tr w m i— -u- o�w¢Wirw zcpiao��� T N o o y Z W N y amu~-,Nzoo« /Q N et V a? w zW0UJ / cu W co ` air'-= ;= n ?JN�Zoo 5 .0 CO a W Q L W-� W W Q O �wv�arw� v T di (A i i a =«C� mw M12_« to 0 Lu a N O n to cv) a.va�z'=�= 84 y r Eli Z O 0 W w O C4 Q W _ LL 0. LF) 'z Z® W mi Q.CO) W W ~ 2 U) 104 x >= Z fit? Q 00 a � � r SCALE: 1' = 30' - 0' 0 1s 30 60 Revisions # Date Description P� m i IW. 1 z co V m w � tts [L TIGuls U G a L4mO f f f 3 v., i- 9 i' f. F o• 1.41', 25.00' 33'-10" I v I A w 313.50' 19 NOTES 1. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC., 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389. 2. THIS SHEET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. FOR VERTICAL LAYOUT SEE GRADING PLAN. 3. ALL DIMENSIONS ARE TO FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES OR 45 DEGREES UNLESS NOTED OTHERWISE. 4. DIMENSIONS SHOWN WITH A • ARE TO CENTERLINE, BASELINE, OR PROPERTY LINE. 5. ALL CONCRETE PAVING JOINTS NOT SPECIFICALLY DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90 DEGREE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 6. SCORE PATTERN AS SHOWN. 7. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 8. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. CEASE LAYOUT WORK AND NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES IN DIMENSIONS, DEGREES, LOCATIONS, STAKES, ETC. OBTAIN GENERAL CONTRACTOR'S APPROVAL PRIOR TO EXECUTING ANY LAYOUT WORK DIFFERENT FROM THAT SHOWN OR SPECIFIED. 9. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY CONTRACTOR IN A MANNER APPROVED BY OWNER OR OWNER'S REPRESENTATIVE. 10. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. LEGEND — PROPERTY LINE (SUBJECT PROPERTY) — — PROPERTY LINE (ADJACENT LOTS) PROPOSEDFENCE -----� BUILDING OVERHANG EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN ALIGN FACE OR EDGE ALIGN 12'-0" DIMENSION - TO FACE OF CURB OR EDGE OF j --f ELEMENT 12'-0" DIMENSION - TO CENTER LINE OF ELEMENT, t PROPERTY LINE OR BASE LINE EQ. EQ. ALL DIMENSIONS SHOWN AS "EQ." WITHIN SAME SET 0 12 0 x OR CHAIN OF DIMENSIONS ARE EQUAL W p Q 6 Z p p W 4 APPROXIMATE DIMENSION - SOME FLEXIBILITY +� ALLOWED TO ABSORB DISCREPANCY BETWEEN WUr== �=o 12 ?o N? SURVEY AND ACTUAL CONDITIONS. R14' 0" RADIUS DIMENSION 0c9ptnz +� ALIGN WITH ADJACENT ELEMENT ALIGN C d' (IM ' 5 tAt PtaA Y-view Received Jut- 212,017 or€iiia LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 7-14-2017 f LANDSCAPE ARCHITECTS f SCHIRMER SATRE z 0 12 0 x W p Q 6 Z p p W 4 2 w a o n12 zW WUr== �=o 12 ?o N? o > ,Q � LL Z0 OW an W > o ,<,u z p 0,CD 0c9ptnz +� O to d W w 0 w� C d' o« zw O°W°OZ x= a�'owooLL W cv Un � � X w r- x . w 0u�n Wp <a6 ciow�!2� tr w m i— -u- o�w¢Wirw zcpiao��� T N o o y Z W N y amu~-,Nzoo« /Q N et V a? w zW0UJ / cu W co ` air'-= ;= n ?JN�Zoo 5 .0 CO a W Q L W-� W W Q O �wv�arw� v T di (A i i a =«C� mw M12_« to 0 Lu a N O n to cv) a.va�z'=�= 84 y � A TRE F' GON Z O 0 W w O C4 Q W _ LL 0. LF) 'z Z® W mi Q.CO) W W ~ 2 U) o x >= Z fit? Q 00 a � � r SCALE: 1' = 30' - 0' 0 1s 30 60 Revisions # Date Description P� m E z co V m w � tts [L G U G a L4mO 450.30 448.74 FFI 450.30 449.88' FF 450.12 450.27 Of 449.88 PLAYGROUND 2° 450.27 TC 44� 447.66 � .� TC 449.50 BC 449.00 449.60 BS 450.80 451.30 PORCH @ BUILDING 451.22 M I SCHIRMER BC 447.16 TS 450.6E g p (450.64) f TC 449A7 2R@.42 BC BC 449.96 Q'U �wa¢y zOO�wa )B(45. C004 BC (450.28) 448.57 449.80 p 0.50)TC (45 TS 450.6E BC (450.00) ~1 TC 449.86 1R@-5 TS 451.16 J { BC 449.36 449.95 p � toILI : X TS 451.66 TC 450.00k TS451.16 c G Q o N Q O BC 449.50 Q 1R@.5 zzzwmwwa= TC 449.14 BC 448.64 E leto nSZ�Z= a_. TS 451.16 450.10 WE 1R@.5 450.6 b(450.35) ua�z-mss mcnff¢3c�r N�TS 1 R@.42 TS 451.16 � s tl . SATRE E 450 25 - 1R@.5 '(450.46) a. S 451.1 TC 450.10 TS 450.6E BC 449.60 •1 R@.33 Z 1 R@.5 � TC 449.62 W BC 449.12 450 40 TC 449.94 450.66 w TdC 449.44 20 N TS 451.16 W p E J TC 449.42 BC 448.92 TS 451.16 y r. TC 449.960450.31C TC 449.50 BC 449.00 449.60 BS 450.80 451.30 PORCH @ BUILDING 451.22 M I SCHIRMER ' 450.65 TC SAME g p (450.64) f ^ BC 450.88 TC(450.54 BC 449.96 Q'U �wa¢y zOO�wa )B(45. C004 BC (450.28) TC 450.23 0.50)TC (45 Lu o cl ul z¢mzZm BC (450.00) ~1 ('10D O TS 451.16 J { 1R@.5 (450.33 � toILI : X TS 451.66 BC 451.10'--�� TS451.16 c G Q o N Q O H Z Z H N irm w~oma 1R@.5 zzzwmwwa= W co L (450.24)' I E leto nSZ�Z= a_. TS 451.16 WE 1R@.5 T b(450.35) ua�z-mss mcnff¢3c�r 15T � TS 451.16 � s tl . SATRE E itTGON 1R@.5 '(450.46) a. S 451.1 Ag Z 1 R@.5 � (450.56) W TC (450.50 w BC (450.00) N TS 451.16 W p 1R@.5 J Q W I (450.64) TS 451.16 y r. 'z 1R@.5 Z N, 450.66 SCHIRMER 450.65 TC SAME TC 450.46 ^ BC 450.88 TC SAME_ BC 449.96 Q'U �wa¢y zOO�wa BC (450.28) TC 450.23 2% Lu o cl ul z¢mzZm BC 449.73 E- ('10D O TC SAME -BC (450.42) TC SAME � toILI : X TS 451.66 BC 451.10'--�� a�W¢wmw 4000ZW� c G Q o N Q O TC 449.79 BC 449.29 451.17 TS 451.11 2R@.5 449.72 TS 451.11 2R@.5 449.62 TS 451.11 2R@.5 449.52 TS 451.11 2R@.5 449.42 TS 451.11 3R@.5 449.32 TS 451.11 3R@.5 449.22 TS 451.11 3R@.5 449.12 CTS 451.11 3R@.5 449.02 TS 451.11 GRADING NOTES 1. VERIFY EXISTING ELEVATIONS WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 2. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY GENERAL CONTRACTOR. 3. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 4. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM INSIDE FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS STRUCTURES, CURBS, WALKS OR PAVEMENT. 5. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. 6. SEE SHEET L3.0 FOR ADDITIONAL NOTES. LEGEND - PROPERTY LINE (SUBJECT PROPERTY) - - PROPERTY LINE (ADJACENT LOTS) PROPOSED 6' WOOD FENCE r------- BUILDING OVERHANG EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN 451.50 PROPOSED GRADE - WHERE ADJACENT TO CURB, TOP OF CURB IS 6" HIGHER UNLESS INDICATED OTHERWISE. (451.50) EXISTING GRADE TO REMAIN (VERIFY) \ DIRECTION OF DRAINAGE GRADE BREAK BC BOTTOM OF CURB TC TOP OF CURB BS BOTTOM OF STEP TS TOP OF STEP CB CATCH BASIN FG FINISH GRADE AD AREA DRAIN MH MAN HOLE EXISTING CONTOUR LINE �il� �nPy �611�'ODDo7$�P�PZ Play 4view �950->tI? LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 7-14-2017 f LANDSCAPE ARCHITECTS f SCHIRMER SAIRM z 0 a Q'U �wa¢y zOO�wa mm =fxq z ui ;z , & 1'- 0 Lu o cl ul z¢mzZm t~t� O c[i t-�t9w VS ('10D O E_Wawm0Wi!l Cfl 4) C � toILI : X wgF-FmW� LLt t6 ..{.t_ a�W¢wmw 4000ZW� c G Q o N Q O H Z Z H N irm w~oma (� Q: to N zzzwmwwa= W co L jj��zoo E leto nSZ�Z= a_. waw¢owa WE VN ti C �=¢y>O =n �w=0 M 1 ua�z-mss mcnff¢3c�r 15T � � s tl . SATRE E itTGON E Ag Z O 0 W w N W p J Q W t� 'z Z LL Q ffad�. v+ LL J Zw CL ® W c!) cc Z W 2 �e 0 Z 3: 00 0 C4 CD N SCALE: 1"= W - o• rmmlmmjmmmmmml 0 15 30 60 Revisions # Date Description �m _ a m U) 1= o(D N� Z m a m aL5mOo v a a C M M M 111111111F== 'MMONEU--ml �M M �f x 19 PARKING LOT LIGHTING. ,� 2 TYPE 4 AREA LED WITH INTERNAL SHIELD, 12'-0" POLE. (PHILIPS GARDCO ECOFORM AREA LED ECF). L6.0 L6.0 NOTE: CENTER OF POLE TO BE LOCATED 30" FROM EDGE OF ADJACENT PAVING OR BACK OF CURB. PARKING LOT LIGHTING. TYPE 4 AREA LED WITH INTERNAL SHIELD, 20'-0" POLE. 2 (PHILIPS GARDCO ECOFORM AREA LED ECF).L6.0 L&0 NOTE: CENTER OF POLE TO BE LOCATED 30" FROM ADJACENT PAVING OR CURB. LIGHTING DETAILS SCHI! Optical SAIREr ° Prefix Controls Mounting Svstem Wattage ; Color Temp Voltage Finish Options .10 a t-- D- iSLA-641 - NW - XX - NP - IS ECF — 1 2 530 mA CW 120 1 BRP TL Toot -Less entry and EcoForm Standard luminaire (leave blank) Standard MIA 120V Bronze Paint driver removal hardware DIM 2 3 75LA-4853 5,700K 208 BLP T83 Terminal Block 0-IOV Dimming 2180 Type 100L ;76453 70CR1 Milli Paint MzcW0na:0­ O� APD' WWF<�� Eflo [Black IS¢ Internal Shield Auto Profile Dimming 2@90 4 700mANW �f x 19 PARKING LOT LIGHTING. ,� 2 TYPE 4 AREA LED WITH INTERNAL SHIELD, 12'-0" POLE. (PHILIPS GARDCO ECOFORM AREA LED ECF). L6.0 L6.0 NOTE: CENTER OF POLE TO BE LOCATED 30" FROM EDGE OF ADJACENT PAVING OR BACK OF CURB. PARKING LOT LIGHTING. TYPE 4 AREA LED WITH INTERNAL SHIELD, 20'-0" POLE. 2 (PHILIPS GARDCO ECOFORM AREA LED ECF).L6.0 L&0 NOTE: CENTER OF POLE TO BE LOCATED 30" FROM ADJACENT PAVING OR CURB. LIGHTING DETAILS 2'-6" CENTER OF POLE TO EDGE OF PAVING OR BACK i OF CURB LIGHT POLE TOP OF FOOTING FLUSH WITH TOP OF ADJACENT CURB FINISH GRADE GROUNDING CONDUCTOR CONNECT GROUNDING CONDUCTOR AT GROUNDING TERMINAL INSIDE POLE CONDUIT ENTRY VERIFY LOCATION OF CONDUIT ENTRY INTO POLE POLE ALIGNMENT SHIM POLE IF REQUIRED BY USING LEVELING WASHER. FILL VOIDS WITH DRY PACK GROUT. /�-J" CHAMFER SCHI! Optical SAIREr ° Prefix Controls Mounting Svstem Wattage ; Color Temp Voltage Finish Options O a t-- D- iSLA-641 - NW - XX - NP - IS ECF — 1 2 530 mA CW 120 1 BRP TL Toot -Less entry and EcoForm Standard luminaire (leave blank) Standard Type 2 j SSLA-3253' j Coot White 120V Bronze Paint driver removal hardware DIM 2 3 75LA-4853 5,700K 208 BLP T83 Terminal Block 0-IOV Dimming 2180 Type 100L ;76453 70CR1 208V Paint MzcW0na:0­ O� APD' WWF<�� (nominal) [Black IS¢ Internal Shield Auto Profile Dimming 2@90 4 700mANW 240 WP LF' Line Fusing APD-MR01 2@90 Type 70LA-3270 240V White Paint Auto Profile Dimming and 3 Neutral White 5 10SLA-4870 SS 4AOOK 277 LFC' Line Fusing for Canada Motion Response Override 3@41D 70CR1 Type 5 13SLA-6470 277V PC"' Receptacle with Photocell pole mounted motion sensor 3@120 I 1050mA � (nominal)347 W d Aluminum (Includes PCRS) 1 ID-MwithMotionRes 3@120 10StA-321Q' WW5 347V OptionalCotor PCB'11 Photocell Button APD nse poSpecify Override tuminairesensor 4 160LA-487A(( Warm White 480 optional PCRSI I1° Photocell Receptacle only MRI' 4@90 215LA-641A 3,000K 480V color or RAL with 2 dimming connections ninesse WS ( 66 70CRi UNV (ex; OC-LGP PCR71 " Photocell Receptacle only 50%o whist 50% low luminaire sensor Wall mount (nominal) 120-277V orOC-RAL7024) with 2 dimming and 2 MR50= including surface 50hz/60hz SC auxiliary connections Motion Response at 50% low, conduit rear J HVU Special color RAM Retrofit Arm Mount kit pole mounted sensor entry permitted ¢ 347-480V Specify, must supply color chip, PTF2 Pole Top Fitter Wireless Controls(Remole MA Date Description 50hz/60hzRequires factory for23A'-3•Tenon wireless controtler available. Mast Arm Filter (p quote. PTF3" Pole Top Fitter See p.2 for details) (requires 2-3/8' for 3'-3112' Tenon LLC2'` #2tensfor8' O.D. Mast Ann) mounting heights m PTF412 Pole Top Fitter LLC31; #3 tens for 9-20' N N for 3'/2'-4` Tenon mounting heights zi ti �_ 05 m .� m RPAa Round Pole Adapter LLC41' #4 tens for for 3'-3.9' 0D. 21-40' mounting heights o I $ o BD Bird Deterrent I (field installed only) i. Available In 120V -277V Voltages only 5. Contact factory for lead times on warm white. i1. Works with 3 -pin or 5 -pin NEMA photocell/dimming (UNV, 120, 208, 240 8 277). 6. Not configurable with Type 5 (5) Optics, device and auxiliary connections are not connected 2. MR50 and APD -MRO luminaires require one motion 7 Not configurabte with 120-277V (UNV) Voltage. (tor future use only). sensor per pole, ordered separately. See page 2 for Voltage must be specified. 12. Not configurable with 3@720 (3@120) Mounting. Accessories. Available in 120V or 277V only. 8. Not configurabte with 480V (480) Voltage. 13. No adaptor required for 4' round poles. 3. ECF -MRI requires outboarded sensor when used with 9. Works with 3 -pin or 5 -pin NEMA photocell/ RPAs provided with Black Paint standard. Terminal Block (TB) Option, dimming device, 4. LLC2/LLC3/LLC4 Wireless Controls are not 10, if ordered with DIM, APD, MRI, MR50, APD-MRi, configurable with PC/PCB/PCR5/PCR7Options, APD -MRO, dimming will not be connected to NEMA See page 6-7 for more info. receptacle. EcoForm-ECF LED 03/16 page 1 of 8 2'-6" CENTER OF POLE TO EDGE OF PAVING OR BACK i OF CURB LIGHT POLE TOP OF FOOTING FLUSH WITH TOP OF ADJACENT CURB FINISH GRADE GROUNDING CONDUCTOR CONNECT GROUNDING CONDUCTOR AT GROUNDING TERMINAL INSIDE POLE CONDUIT ENTRY VERIFY LOCATION OF CONDUIT ENTRY INTO POLE POLE ALIGNMENT SHIM POLE IF REQUIRED BY USING LEVELING WASHER. FILL VOIDS WITH DRY PACK GROUT. /�-J" CHAMFER POURED IN PLACE FOOTING 4000 PSI CONCRETE LIGHTING BRANCH CIRCUIT � ° ..• i CONDUIT 1" SCHEDULE 80 (4) #5 VERTICAL AND #4 HORIZONTAL REBAR PVC. @ 12" O.C. -c0 3" v 2' DIAMETER 1 LIGHT FIXTURE FOOTING FOR PARKING LOT LIGHTS SCALE 3/4"= V-0" (_ I'll ?/ I -!?-0wo?8,_Ya ate Received � eL4 011 eW LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 7-14-2017 + LANDSCAPE ARCHITECTS + SCHI! w SAIREr ° Z 0 ANCHOR BOLTS PROVIDED BY ¢ n 0 Of of ;5 ca, OflW O a t-- moi=' Z OtA2 Zo�r1 o tCi 9 W6 z"Of p�z� C7 o (0 Q Z 2 O U co, - iRl W pg„ to MANUFACTURER INSTALLED BY 2>-ItWa�g W V W � x azi~-�Wo Ug Za"�tp Cry W I.- V- < Z0 Z a p N -z CONTRACTOR MIN. 4 V X 18" GALVANIZED zw�Wj�wQ= W (n In Co Z -C W pNQZwaz= = 101 to � N Z oc .- W j i - (C '- Q ANCHOR BOLTS TEMPLATE PROVIDED BY MzcW0na:0­ O� 0 WWF<�� ° . MANUFACTURER TRE CV GON ffl Z tO V a WW W tV W d J W TQ LL Aii y iV Z T r Z 77 7 U. POURED IN PLACE FOOTING 4000 PSI CONCRETE LIGHTING BRANCH CIRCUIT � ° ..• i CONDUIT 1" SCHEDULE 80 (4) #5 VERTICAL AND #4 HORIZONTAL REBAR PVC. @ 12" O.C. -c0 3" v 2' DIAMETER 1 LIGHT FIXTURE FOOTING FOR PARKING LOT LIGHTS SCALE 3/4"= V-0" (_ I'll ?/ I -!?-0wo?8,_Ya ate Received � eL4 011 eW LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 7-14-2017 + LANDSCAPE ARCHITECTS + SCHI! i SAIREr Z 0 ¢ n 0 Of of ;5 ca, OflW Zrr���o a t-- moi=' Z OtA2 Zo�r1 o tCi 9 W6 z"Of p�z� C7 o (0 Q Z 2 O U co, - iRl W pg„ to O00 2>-ItWa�g _OTpzwy U W i- Q S K m > Z ~ _ ¢QOWopo. W � x azi~-�Wo Ug Za"�tp Cry W I.- V- < Z0 Z a P Q 0 N -z N0 � N (D zw�Wj�wQ= W (n In Co mnyvi Zon -C W pNQZwaz= = 101 to � N Z oc .- W j i - (C '- Q 0 MzcW0na:0­ O� (i) Mid. WWF<�� 84 TRE GON Z tO V WW W tV W d J W TQ LL Aii y iV Z T r Z U. L� >J Z �-- Qw CO) � Z �= :e ^� N J r �.. 0 16 30 60 Revisions Date Description m N N zi ti �_ 05 m .� m o 10 o 1 IL M I— W W W N (9) BLACK TUPELO (7) SWORD FERN (8) DAVID VIBURNUM (2) OTTO LUYKEN LAUREL— (6) SHENANDOAH SWITCH GR (11) MOUNT VERNON LAUREL - (24) OTTO LUYKEN LAUREL - (18) KELSEY F'EDTWIG DOGWOOD (5) GREEN MOUNTAIN SUGAR MAPLE (16) BLUE OAT GRASS VEGETATED RAIN GARDEN - #1 TREATMENT AREA -1,132 SF: (403) BRAMBLE - (PLANT 18" O.C.) f (1,132) SPREADING RUSH - (PLANT 12" O.C.) (1) VINE MAPLE (20) MOHICAN VIBURNUM (5) LEGACY SUGAR MAPLE (7) OREGON GRAPE (6) MT. AIRY FOTHERGILLA �20)'JULtA-PRELPS CALIFORNIA LILAC (20) PHENOMENAL LAVENDER (3) ARCTIC FIRE DOGWOOD (8) PRIVET HONEYSUCKLE (5) CHANTICLEER PEAR (22) DWARF FOTHERGILLA (5) DAVID VIBURNUM (5) NORTHWIND SWTICH GRASS `''' (1)AUTUMN BLAZE MAPLE (3) BENNERUP BLUE SIBERIAN IRIS (6) PRIVET HONEYSUCKLE (10) iSANT1 REDTWIG DOGWOOD - (11) KOREAN SPICE VIBURNUM— (5) VINE MAPLE (4) DAVID VIBURNUM LO 'Loin'' 1 • t� <1•r/i ; (ir�ZCx7 ' 4) WALKER'S LO F' CATMINT 1 1) AUTUMN BLAZe m . t MAPLE N 10) DAVID VIBURNUM an - HONEYSUCKLE? N IN - Autumn Blaze Maple 2" cal. HONEYSUC 3) FOUNTAIN GRASS N �'' ;fid DEER FERN Matched, evenly branched - Paperbark Maple dam Ai 3) ARCTIC FIRE N MOUNT(6) I a 16 Acer saccharum 'Green Mountain' DOGWOOD o m (4) CHRISTMAS — tO KARL FOERST�R F ER v. _-.a 177 �1)1I 6'-7' REED ; � ,Its (27) COMPACT INKBERRY HOLLY VEGETATED RAIN GARDEN - *93 TREATMENT AREA - 555 SF: (21) BENNETTS WHITE -• -• �� (6) LEGACY SUGAR MAPLE ■� MEDITERRANEAN(6) GOLDEN Jai/ '•iu Arm IBM, M� . (3) ISANTI REDTWIG DOGWOOD(2) �r� jb�■r.�r r. BLACK TUPELO hir:'EII� %1 • ' r 28 Cistus'Bennett's White' Bennett's White Rock Rose 5 gal. • • I �� 5 gal. r•� r r -1- •-r Isanti Redtwig Dogwood 5 gal. LAUREL ( Kelsey Redtwig Dogwood rr r• r 9 Cornus stolinifera 'Arctic fire' NO 5 gal. J� y Slender Deutzia 5 gal. MWW Golden Mediterranean Spurge 5 gal. 43 Fothergilla gardenii Dwarf Fothergilla 11f IllsUw I Mount Airy Fothergi Ila BLUEBERRY III nt ' ,W110 5 Gaultheria shallon Salal 5 gal. 27 Ilexglabra'Compacta' Compact InkberryHolly 5 gal. 6 Ilexcrenata'Helleri' Heller's Japanese Holly 5 gal. J 67 Lonicera pileata Privet Honeysuckle 5 gal. 6 Mahonia aquifolium INDIA 5 gal. SRI%L11►r� � � � ) 100 Mahonia aquifolium 'Compacta' (3) ARCTIC FIRE DOGWOOD (8) PRIVET HONEYSUCKLE (5) CHANTICLEER PEAR (22) DWARF FOTHERGILLA (5) DAVID VIBURNUM (5) NORTHWIND SWTICH GRASS `''' (1)AUTUMN BLAZE MAPLE (3) BENNERUP BLUE SIBERIAN IRIS (6) PRIVET HONEYSUCKLE (10) iSANT1 REDTWIG DOGWOOD - (11) KOREAN SPICE VIBURNUM— (5) VINE MAPLE (4) DAVID VIBURNUM LO 'Loin'' 1 • t� <1•r/i ; (ir�ZCx7 ' 4) WALKER'S LO F' CATMINT 1 1) AUTUMN BLAZe m . t MAPLE N 10) DAVID VIBURNUM an - HONEYSUCKLE? N IN - Autumn Blaze Maple 2" cal. HONEYSUC 3) FOUNTAIN GRASS N �'' ;fid DEER FERN Matched, evenly branched - Paperbark Maple dam Ai 3) ARCTIC FIRE N Legacy Sugar Maple I a 16 Acer saccharum 'Green Mountain' DOGWOOD o m (4) CHRISTMAS — tO 1.1t v. _-.a 177 �1)1I 6'-7' Matched, evenly branched �wavul =::0i_V1NL MAPLE (27) COMPACT INKBERRY HOLLY VEGETATED RAIN GARDEN - *93 TREATMENT AREA - 555 SF: SPREADING 2" O.C.) 1 - (8" (173) BRAMBLE PLANT 1RUSH O.C.) (6) LEGACY SUGAR MAPLE ■� Jai/ '•iu Arm IBM, M� ® �r.�c, �. TODD '.D r hir:'EII� %1 • ' r 28 Cistus'Bennett's White' Bennett's White Rock Rose 5 gal. • • I �� 5 gal. 17 Cornus sericea'lsanti' Isanti Redtwig Dogwood 5 gal. LAUREL ( Kelsey Redtwig Dogwood 5 gal. 9 Cornus stolinifera 'Arctic fire' Arctic Fire Dogwood 5 gal. J� 2 Deutzia gracilis Slender Deutzia 5 gal. 15 Euphorbia characias wulfenii'Lambrook Gold' Golden Mediterranean Spurge 5 gal. 43 Fothergilla gardenii Dwarf Fothergilla 11f IllsUw I Mount Airy Fothergi Ila 5 gal. 5 Gaultheria shallon Salal 5 gal. 27 Ilexglabra'Compacta' Compact InkberryHolly 5 gal. 6 Ilexcrenata'Helleri' Heller's Japanese Holly 5 gal. J 67 Lonicera pileata Privet Honeysuckle 5 gal. 6 Mahonia aquifolium INDIA 5 gal. 100 Mahonia aquifolium 'Compacta' Compact Oregon Grape 5 gal. 0 15 74 Prunus iaurocerasus 'Otto Luyken' Otto Luyken Laurel 5 gal. # Date Description 4 Rhododendron'Chinoides' Chinoides Rhododendron 5 gal. 28 Ribes alpinum 'Green Mound' Green Mound Currant I ME WO I 4 Rhododendron'P.J.M.' P.J.M. Rhododendron 5 gal. 6 Rosa'Knockout' Knockout Rose 5 gal. 12 Sarcococca confusa Sweet Box 5 gal. 16 Spiraea japonica'Little Princess' Little Princess Spirea 5 gal. 7 Vaccinium 'Northsky �,rt� ��{� 5 gal. • 1 • - e a►�� 5 Vaccinium 'Sunshine Blue' Sunshine Blue Blueberry 5 gal. , I �t7 - • �� It 5 gal. tfi 184 Viburnum davidii David Viburnum Elu m � m 4 Viburnum judii Judd Viburnum 5 gal. 20 Vibumum lantana'Mohican' Mohican Viburnum 5 gal. m Bill PERENNIALS o v ., 4 Astilbe arendsii'Bridal Veil' Bridal Veil Astilbe Y % !/MAPLE t� � MaryTodd Daylily 1 gal. 6 Iris sibirica'Bennerup Blue' Bennerup Blue Siberian Iris 1 gal. Ing Phenomenal Lavender _- L_ Walker's Low Catmint 1 gal. GRASSES 29 Calamagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 1 gal. 277 Deschampsia cespitosa Tufted Hair Grass 4" pot Plant 12" o.c. /..w�►.. r• r w. .�r.r....r.�.� ire __ . 21 Helictotrichon sempervirens Blue Oat Grass 1 gal. 1687 Juncus patens Spreading Rush 4" pot Plant 12" o.c. 11 Nasselia tenuissima Mexican Feather Grass 1 gal. 31 Panicum virgatum 'Northwind' Northwind Switch Grass 1 gal. 19 Panicum virgatum 'Shenandoah' Shenandoah Switch Grass 1 gal. 30 Pennisetum alopecuroides I Fountain Grass 11 gal. FERNS 12 Blechnum spirant Deer Fern 1 gal. 8 Polystichum acrostichoides Christmas Fern 1 gal. 32 Polystichum munitum Sword Fern 1 gal. GROUNDCOVER i • s 33 Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel 3 gal. 576 Rubus calycinoides Bram ble 4" pot (3) ARCTIC FIRE DOGWOOD (8) PRIVET HONEYSUCKLE (5) CHANTICLEER PEAR (22) DWARF FOTHERGILLA (5) DAVID VIBURNUM (5) NORTHWIND SWTICH GRASS `''' (1)AUTUMN BLAZE MAPLE (3) BENNERUP BLUE SIBERIAN IRIS (6) PRIVET HONEYSUCKLE (10) iSANT1 REDTWIG DOGWOOD - (11) KOREAN SPICE VIBURNUM— (5) VINE MAPLE (4) DAVID VIBURNUM LO 'Loin'' I Common Name N Comments ' 4) WALKER'S LO SAIRIS CATMINT 1 1) AUTUMN BLAZe m . t MAPLE N 10) DAVID VIBURNUM 3) PRIVET ti "' - HONEYSUCKLE? N IN 3) PRIVET Autumn Blaze Maple 2" cal. HONEYSUC 3) FOUNTAIN GRASS N Am ur Maple 3) FOUNTAIN GRAgs Matched, evenly branched 3) PRIVET Paperbark Maple dam Ai 3) ARCTIC FIRE N Legacy Sugar Maple I �' 16 Acer saccharum 'Green Mountain' DOGWOOD o m (4) CHRISTMAS — tO 1.1t 10 _-.a 177 �1)1I 6'-7' Matched, evenly branched �wavul =::0i_V1NL MAPLE (27) COMPACT INKBERRY HOLLY VEGETATED RAIN GARDEN - *93 TREATMENT AREA - 555 SF: SPREADING 2" O.C.) 1 - (8" (173) BRAMBLE PLANT 1RUSH O.C.) (6) LEGACY SUGAR MAPLE ■� Jai/ t�'i►� ® �r.�c, �. TODD '.D 5 gal. hir:'EII� %1 • ' r 28 Cistus'Bennett's White' Bennett's White Rock Rose 5 gal. • • I �� 5 gal. 17 Cornus sericea'lsanti' Isanti Redtwig Dogwood 5 gal. LAUREL ( Kelsey Redtwig Dogwood 5 gal. 9 Cornus stolinifera 'Arctic fire' Arctic Fire Dogwood 5 gal. J� 2 Deutzia gracilis Slender Deutzia 5 gal. 15 Euphorbia characias wulfenii'Lambrook Gold' Golden Mediterranean Spurge 5 gal. 43 Fothergilla gardenii Dwarf Fothergilla 11f IllsUw I Mount Airy Fothergi Ila 5 gal. 5 Gaultheria shallon Salal 5 gal. 27 Ilexglabra'Compacta' Compact InkberryHolly 5 gal. 6 Ilexcrenata'Helleri' Heller's Japanese Holly 5 gal. J 67 Lonicera pileata Privet Honeysuckle 5 gal. (3) ARCTIC FIRE DOGWOOD (8) PRIVET HONEYSUCKLE (5) CHANTICLEER PEAR (22) DWARF FOTHERGILLA (5) DAVID VIBURNUM (5) NORTHWIND SWTICH GRASS `''' (1)AUTUMN BLAZE MAPLE (3) BENNERUP BLUE SIBERIAN IRIS (6) PRIVET HONEYSUCKLE (10) iSANT1 REDTWIG DOGWOOD - (11) KOREAN SPICE VIBURNUM— (5) VINE MAPLE (4) DAVID VIBURNUM LO 'Loin'' I Common Name N Comments ' 4) WALKER'S LO SAIRIS CATMINT 1 1) AUTUMN BLAZe m . t MAPLE N 10) DAVID VIBURNUM 3) PRIVET ti "' - HONEYSUCKLE? N 3 Stem Minimum 3) PRIVET Autumn Blaze Maple 2" cal. HONEYSUC 3) FOUNTAIN GRASS N Am ur Maple 3) FOUNTAIN GRAgs Matched, evenly branched 3) PRIVET Paperbark Maple HONEYSUCKL � m , Matched, evenly branched 3) ARCTIC FIRE N Legacy Sugar Maple REDTWIG r Matched, evenly branched 16 Acer saccharum 'Green Mountain' DOGWOOD o m (4) CHRISTMAS — tO r, FERN Matched, evenly branched _-.a 177 �1)1I 6'-7' Matched, evenly branched 13 Nyssa sylvatica =::0i_V1NL MAPLE (27) COMPACT INKBERRY HOLLY VEGETATED RAIN GARDEN - *93 TREATMENT AREA - 555 SF: SPREADING 2" O.C.) 1 - (8" (173) BRAMBLE PLANT 1RUSH O.C.) (6) LEGACY SUGAR MAPLE Ee F (1) BLACK TUPELO �__j (4) BENNETT'S WHITE ROCK ROSE t (1) VINE MAPLE _4_ (13) PRIVET HONEYSUCKLE (6) MT. AIRY FOTHERGILLA 'j 5) GREEN MOUNTAI SUGAR MAPLE {30) DAVID VIBURNUM (32) COMPACT OREGON GRAPE E a �a ., F=, W ' W (3) OTTO LUYKEN LAUREL VY (4) KELSEY REbTWI6 DOGWOOD (7) MEXICAN ORANGE (13) SHENANDOAH SWITCH GRASS (3) KNOCKOUT kOSt (3) BENNETr" WHITE ROCK ROSE (8) WALKER'S Lbw CATMINT (3) PJM RHOD6bENDRON (13) KELSEY KtbTWIG DOGWOOD (8) SWEET BOX' (5) JAPANESE FORE�RASS (30) DAVID VIBURNUM (25) COMPACT OREGON GRAPE (3) GREEN MOl11VTXIN SUGAR MAPLE :- PLANTING PER PI�BbC IMPROVEMENT r PLANS ;'-(6) HELLER HOLLY -(8) KARL FOR_` WTER FEATHER REED GF -(9) GOLDEKMF=DITERRANEAN SPURGE -(1) BLACKYUPELO • -(4) DAV16 V1E0RNUM -(9) SWORD FEF3N i -(5 KOR'E`AN SP1OE_VIBURNUM PLANTING NOTES 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 WIN 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. IRRIGATION SYSTEM NOTES 1. IRRIGATION SYSTEM TO BE INSTALLED IN ALL PLANT BED AREAS. 2. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEMWITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBiRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBiRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SERIES OR APPROVED). ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. MASTER PLANT LIST NOTE: MASTER PLANT LIST CONTAINS ALL PLANTS INCLUDING STORMWATER TREATMENT AREA. c PROPOSED TREES, SHRUBS, • AND GRASSES AND PERENNIALS EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN LAWN GROUNDCOVER y W y STORMWATER GRASSES W W W Y W W Qty. lBotanical Name I Common Name ISize Comments } SAIRIS TREES 0 W w �vaae- 8 jAcer circinatum Vine Maple 4'-5' 3 Stem Minimum 8 Acerfreemanii'Jeffsred' Autumn Blaze Maple 2" cal. Matched, evenly branched 4 Acer ginnala Am ur Maple 2" cal. Matched, evenly branched 3 Acer gm eum Paperbark Maple 2" cal. Matched, evenly branched 11 Acer saccharum 'Legacy Legacy Sugar Maple 2" cal. Matched, evenly branched 16 Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 2" cal. Matched, evenly branched 3 Betula nigra'Cully Heritage River Birch 6'-7' Matched, evenly branched 13 Nyssa sylvatica Black Tupelo 2" cal. Matched, evenly branched 21 Pyrus calleryana'Glen's Form' Chanticleer Pear 2" cal. Matched, evenly branched TRE SHRUBS GON 20 1 Ceanothus'Julia Phelps' Julia Phelps Ceanothus 5 gal. 31 Choisya temata Mexican Orange 5 gal. 28 Cistus'Bennett's White' Bennett's White Rock Rose 5 gal. 8 Comus sanguinea'Midwinter Fire' Midwinter Fire Dogwood 5 gal. 17 Cornus sericea'lsanti' Isanti Redtwig Dogwood 5 gal. 42 Comus sericea'Kelseyi' Kelsey Redtwig Dogwood 5 gal. 9 Cornus stolinifera 'Arctic fire' Arctic Fire Dogwood 5 gal. 2 Deutzia gracilis Slender Deutzia 5 gal. 15 Euphorbia characias wulfenii'Lambrook Gold' Golden Mediterranean Spurge 5 gal. 43 Fothergilla gardenii Dwarf Fothergilla 5 gal. 15 Fothergilla major'MountAiry Mount Airy Fothergi Ila 5 gal. 5 Gaultheria shallon Salal 5 gal. 27 Ilexglabra'Compacta' Compact InkberryHolly 5 gal. 6 Ilexcrenata'Helleri' Heller's Japanese Holly 5 gal. J 67 Lonicera pileata Privet Honeysuckle 5 gal. 6 Mahonia aquifolium Oregon Grape 5 gal. 100 Mahonia aquifolium 'Compacta' Compact Oregon Grape 5 gal. 0 15 74 Prunus iaurocerasus 'Otto Luyken' Otto Luyken Laurel 5 gal. # Date Description 4 Rhododendron'Chinoides' Chinoides Rhododendron 5 gal. 28 Ribes alpinum 'Green Mound' Green Mound Currant 5 gal. 4 Rhododendron'P.J.M.' P.J.M. Rhododendron 5 gal. 6 Rosa'Knockout' Knockout Rose 5 gal. 12 Sarcococca confusa Sweet Box 5 gal. 16 Spiraea japonica'Little Princess' Little Princess Spirea 5 gal. 7 Vaccinium 'Northsky Nor7th sky Blueberry 5 gal. 5 Vaccinium 'Sunshine Blue' Sunshine Blue Blueberry 5 gal. 24 Viburnum carlesii Korean Spice Viburnum 5 gal. tfi 184 Viburnum davidii David Viburnum 5 gal. m � m 4 Viburnum judii Judd Viburnum 5 gal. 20 Vibumum lantana'Mohican' Mohican Viburnum 5 gal. m PERENNIALS o v 4 Astilbe arendsii'Bridal Veil' Bridal Veil Astilbe 1 gal. 42 Hem erocailis'MaryTodd' MaryTodd Daylily 1 gal. 6 Iris sibirica'Bennerup Blue' Bennerup Blue Siberian Iris 1 gal. 20 Lavandula intermedia'Niko' Phenomenal Lavender 1 gal. 281 Nepeta faassenimalker's Low' Walker's Low Catmint 1 gal. GRASSES 29 Calamagrostis acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 1 gal. 277 Deschampsia cespitosa Tufted Hair Grass 4" pot Plant 12" o.c. 5 Hakonechloa macra Japanese Forest Grass 1 gal. 21 Helictotrichon sempervirens Blue Oat Grass 1 gal. 1687 Juncus patens Spreading Rush 4" pot Plant 12" o.c. 11 Nasselia tenuissima Mexican Feather Grass 1 gal. 31 Panicum virgatum 'Northwind' Northwind Switch Grass 1 gal. 19 Panicum virgatum 'Shenandoah' Shenandoah Switch Grass 1 gal. 30 Pennisetum alopecuroides I Fountain Grass 11 gal. FERNS 12 Blechnum spirant Deer Fern 1 gal. 8 Polystichum acrostichoides Christmas Fern 1 gal. 32 Polystichum munitum Sword Fern 1 gal. GROUNDCOVER 33 Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel 3 gal. 576 Rubus calycinoides Bram ble 4" pot PLANTING PER PUBLIC IMPROVEMENT PLAN I go- 4,1111 PROPOSED 4'-0" DIAMETER MULCH RING. (CENTER ON TREE) PROPOSED 4'-0" WIDE MULCH AREA. (CENTER ON TREE) VISION CLEARANCE AREA STORMWATER PLANT LIST 1. VEGETATED SWALE EAST PLANTS ARE ALSO INCLUDED IN THE MASTER PLANT LIST. 2. PLANTING BASED UPON STORMWATER TREATMENT AREAS OF 1,687 SF. 3. PLANTING SELECTION AND DENSITY FROM EDSPM APPENDIX 613 APPROVED VEGETATION LIST. Qty. I Botanical Name lCommon Name ISize Comments GRASSES 277 Deschampsia cespitosa Tufted Hair Grass 4" pot Plant 12" o.c. 1687 Juncus patens Spreading Rush 4" pot Plant 12" o.c. WATITI, 1,T1,11 • rr t' tfiff-111TE Vegetated Rain Garden -#1 Based on a facility treatment area of 1,132 sf Planting Scheme A Plant Category Minimum Required Actual Count Grasses 11,132 1,132 Vegetated Rain Garden -#2 Based on a facility treatment area of 277 sf Planting Scheme A Plant Category Minimum Required Actual Count Grasses 277 277 Vegetated Rain Garden -#3 Based on a facility treatment area of 555 sf Planting Scheme A Plant Category Minimum Required Actual Count Grasses 555 j555 STREET TREE PLANT LIST S NOTE: STREET TREES ARE INCLUDED IN THE MASTER PLANT LIST. STREET TREES PROVIDED PER SDC 4.2-140. Qty. Botanical Name Common Name ISIze Comments TREES 13 Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 2" cal. Matched, evenly branched 12 Nyssa sylvatica Black Tupelo 2" cal. Matched, evenly branched LANDSCAPE CALCULATION LANDSCAPING (MULTI -UNIT DESIGN STANDARDS): REQUIRED: STANDARD: 15% OF SITE RESULT: 2.14 ACRES (SITE) .32 ACRES (15% OF SITE) PROPOSED: .55 ACRES (26% OF SITE) E� coo � 1-n-0 D19_ TWa �U� lD [ Ctn �� e.W 6t -h 5wezr �l Of- to Date Received dIUL 21261-11 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 7-14-2017 r -F LANDSCAPE ARCHITECTS SCHI} } SAIRIS z 0 W w �vaae- ¢aciQa`n r-pooW M wiiW=tea Z�0�=25 5i--i0yr tL ti r` uz',0000} Z W W V O `c==)U, x . Q Cq 8>-aWVW14 F=Oa=aw�wM,2M! C d' aaOwp"-a m � LU (D wJt-=UJp� W_U_ r I_ zQzjao° arm J-wZWN fa O U) N V <u,r&W LU wCL g �y Ln i?zNWN=as 3 V. I!1 QpigZqM¢z Qi d J t Z t q y -� � v; D• WQOW< W�zly -¢ ♦1 V =) O0n:a aiox:LLX_ � . U} M a =w=>,=o� cui�ai�¢3i;t= &4� A�lC,JST TRE GON Z 0 0 W W N W Q W .i.LjL o. 0 Z Z W Q V. 0. LL Z W �W Z W !— ZY/ J � N ® 0) P N SCALE: 1"= s0' - 0• 0 15 30 60 Revisions # Date Description m tfi N E o N P m � m E Z m m a o v o a L7mO r 6 x 6 CORNER AND END POST • LOCATE AT ALL ENDS AND ALL CORNERS —EQUALLY SPACE MID -POSTS BETWEEN CORNER AND END POSTS 8'-0" MAX. 3" MAXIMUM, EQUALLY SPACE FENCE BOARDS BETWEEN POSTS 2 x 6 FENCE CAP W/ EASED EDGES x 6 TOP RAIL x 6 FENCE BOARD x 6 FENCE BOARD x 6 MID -POST -- 2 x 4 INTERMEDIATE RAIL 2 x 6 BOTTOM RAIL F4106i:1 VARIES, SEE SITE PLAN VARIES, SEE SITE PLAN I i f CONCRETE FOOTING (TYP.) NOTE '� i i • HARDWARE TO BE POLYMER COATED SCREWS AND VARIES, SEE SITE PLAN GALVANIZED NAILS. DO NOT USE FENCE CLIPS OR STAPLES.01 • SIDE OF FENCE WITH 2 X MEMBERS TO FACE AWAY FROM 1 i TENANTS PROPERTY. 6X6 P.T. POSTS I i 3/4" MINUS COMPACTED CRUSHED • FENCE BOARDS TO BE TIGHT KNOT CEDAR. QUARRY ROCK • POSTS, RAILS, AND CAP TO BE P.T. #2 OR BETTER FIR. ROOF OVERHANG DUMPSTER 0 COVER ENTIRE FENCE WITH DARK SEMI -TRANSPARENT STAIN. io S00000c D_o_o_C 16" DIA. @ END AND CORNER POST 12" DIA. @ MID -POSTS WOOD FENCE 3/4" = 1'-0" • HARDWARE TO BE POLYMER COATED SCREWS AND GALVANIZED NAILS. • POSTS TO BE 6 X 6 P.T. #2 OR BETTER FIR. • TRIM, SIDING AND ROOFING TO MATCH MAIN BUILDINGS. • POST FOOTING AND ROOF FRAMING PER INSTRUCTIONS FROM STRUCTURAL ENGINEER. TRASH ENCLOSURE L-------------------- —► EQ. EQ. VARIES, SEE SITE PLAN 1/411 = 1'-0" Fl� Cody 8ll��l -ODD 0-7 '7�1P2- (2to 6W Strec:r F (Dj e (A u_c.-,, aj9oFto Date Received LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 7-14-2017 �„rr•I�s t LANDSCAPE ARCHITECTS -F SCHIRMER SATRE, z 0 w W w aver~ fu zwZt-=¢ IL O �0000} z w =) � � o Zai ;zN <=oNCz ��o�;m Qoaw �aWmoW!� o cfl =o�oa=z co z~= C � W ¢aOWO"'a I� wJI-Fm— w 2 0- 8 uj O F LU V- 28<8a.or !- QO Jfnulz WNai O ai N !: V vS~QWir� w>aw3= m CO W co i 3?0� U to CHE. (� t -u.o0o xw=9-Yo5 t/? M ii aiai�¢3�F 84 s s � R IRE E-4 GON A Z ♦O V W w O C44 W CO) .J Q W t3. O Z T1 LL Q. � LL. w O W W W H Z tta W ?:0 o0 C4 1— r • (NJ) SCALE: 1 = 30' - 0` 0 16 30 60 Revisions # Date Description f- 04 c4 E Z m V C Y m w m IL` c` c=i Q a L8mO 0 GRAPHIC SCALE S STREET copyright © 2014 Branch Engineering, Inc. CONSTRUCTION NOTES: r WATER � 101 NEW PUBLIC WATER LINE (TO BE APPROVED BY SPRINGFIELD UTIL17Y BOARD (SUB) AND xi CITY OF SPRINGFIELD (COS)). 8 V1W iD2 NEW 1 1/2" WATER SERVICE W/ 1 1/2" WATER METER. NEW REDUCED PRESSURE I VALVE IN ABOVE GROUND VAULT. SUB TO MAKE WATER SERVICE CONNECTION TO MAINLINE. 1 D3 NEW 2" WATER SERVICE & 2" WATER METER. NEW 2" RP VALVE IN ABOVE GROUND i VAULT. 104 WATER CONNECTION TO BUILDING. i05 NEW 1" IRRICA77ON METER. SUB TO MAKE WATER SERVICE CONNECTION TO MAIN LINE. 106 NEW 1" IRRIGATION DOUBLE CHECK ASSEMBLY IN ABOVE GROUND ENCLOSURE. 107 NEW SERVICE TO IRRIGATION SYSTEM. SEE LANDSCAPE PLANS. 110 NEW HYDRANT. COORDINATE INSTALLATION AND LOCATION WITH CITY FIRE MARSHALL AND SUB. 111 NEW 2" WATER TAP FOR FIRE/SPRINKLER SYSTEM. 112 NEW 2" FIRE/SPRINKLER DETECTOR DOUBLE CHECK VALVE IN ABOVE GROUND VAULT. i 13 NEW FIRE SPRINKLER CONNECTION POINT TO BUILDING. 114 FIRE DEPARTMENT CONNECTION (FDC) POINT TO BE APPROVED BY CITY OF SPRINGFIELD FIRE MARSHALL. 120 6" DUCTILE IRON SLEEVE FOR WATER LINE UNDER BUILDING. J2J EXISTING WELL TO BE UTILIZED FOR IRRIGATION. COORDINATE REQUIREMENTS WITH CITY OF SPRINGFIELD AND SUB. WASTEWATER 201 NEW 4" WASTEWATER PIPE AT 1 % SLOPE MIN. 202 NEW 6" WASTEWATER PIPE AT 17. SLOPE MIN. 203 NEW 8" WASTEWATER PIPE AT 17. SLOPE MIN. 210 NEW WASTEWATER CLEANOUT. 211 WASTEWATER CONNECTION TO BUILDING. 212 CONNECT TO EXISTING WASTE WATER SYSTEM. 215 EXISTING WASTEWATER LATERAL SHALL HAVE A TV INSPECTION TO CONFIRM STATUS AND USABILITY OF LATERAL. IF ACCEPTABLE, CONNECT TO EXISTING WASTEWATER LATERAL. 220 FLOOR DRAIN W/ 1/2" PEX COLD WATER P—TRAP PRIMER PIPE. CONNECT TO WASTEWATER SERVICE. LEGEND EXISTING PROPOSED PROPERTY UNE ST FENCE X X PERFORATED PIPE EDGE OF PAVEMENT WASTEWATER UNE -ST- STORMWATER UNE -WW- WASTEWATER UNE -UHC✓ OVERHEAD WIRES - S - -- NATURAL GAS UNE -JUT- JOINT UTILITY TRENCH 49► STORM MANHOLE ^ WASTEWATER MANHOLE ® LIGHT POLE ILA POWER POLE ® TRANSFORMER ® WATER METER >< WATER VALVE * FIRE HYDRANT • TELEPHONE RISER ® GAS LIL FINK CONCRETE PROPOSED ST STORMWATER UNE ---ST--- PERFORATED PIPE ww WASTEWATER UNE W WATER LINE — -- —E -- — — ELECTRIC UNE ® DITCH INLET 6 WATER METER 0 DOUBLE CHECK ASSEMBLY VAULT 49► FIRE HYDRANT ^ CLEAN OUT ® TRANSFORMER ILA CONCRETE WELLHEAD PROTECTION CONSTRUCTION NOTES: • DNAPL PROHIBITION. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSS FOR ALL CHEMICALS PROPOSED FOR USE ON—SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. • ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN—UP MATERIALS DISPOSED OFF—SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. • CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID—CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. STORMWATER QDNEW 4" STORMWATER PIPE AT 1% SLOPE MIN. Qg)NEW 6" STORMWATER PIPE AT 0.5% SLOPE MIN. QDNEW S" STORMWATER PIPE AT 0.5% SLOPE MIN. 306 NEW 4" PERFORATED PIPE. Q08)NEW 8" PERFORATED PIPE. 311 NEW DITCH INLET. 312 NEW STORM CLEAN OUT. 3J3 NEW CATCH BASIN. 314 24" SOAKAGE TRENCH INTERCEPT BASIN. 315 CURB CUT SPILL WAY W/INLET PROTECTION. 316 RIP RAP OUTLET PROTECTION. 317 SOAKAGE TRENCH OVER FLOW STRUCTURE 319 RAIN GARDEN OR STORMWATER TREATMENT BASIN PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL AND SECTION VIEWS PER DETAIL 2, SHEET_ C2. SEE LANDSCAPE PLAN FOR PLANTING DESIGN. 320 RAIN GARDEN OR STORMWATER TREATMENT BASIN PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL AND SEC77ON VIEWS PER DETAIL 3, SHEET C2. SEE LANDSCAPE PLAN FOR PLANTING DESIGN. 321 SOAKAGE TRENCH. DRAIN ROCK SECTION 3'W x 3'0 WITH 4" PERFORATED PIPE IN THE TOP 6" OF ROCK. LENGTH PER PLANS. SEE DETAIL 1, SHEET C2. 322 INSTALL SHALLOW SWALE PER DETAIL 5, SHEET C2. 323 INSTALL CONCRETE LINED CHANNEL WITH GRATE AT SIDEWALK FROM PARKING LOT TO SHALLOW SWALE. 331 RAIN GARDEN PLANTER IN PUBLIC RIGHT—OF—WAY PER DETAIL 4, SHEET C2. 350 CONNECTION TO PUBLIC MANHOLE OR CURB INLET. COORDINATE INSTALLATION W/ CITY OF SPRINGFIELD. QDCONNECTION TO EXISTING STORM PIPE NOTE: ELECTRIC DESIGN TO BE COORDINATED WITH SUB FOR FINAL TRANSFORMER LOCA71ONS AND CONDUIT SIZING. Fi� WPJ 5'4-c- Pun puto'ew ,5m prod cc4 u-r-- PRELIMINARY: FOR CITY SITE REVIEW ONLY (NOT FOR CONSTRUCTION) M'G I N E E R I N G< Since 2977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engineering.com Springfield OR I Salem OR Dat 7.07.1711:03:49 - ' 2 OREGON C. EXPIRES: DECEMBER 31, 2018 project title: revisions: date: JULY 17, 2017 drawn by: ARS designer: NP project no: 14-299 J,11111419ma��1\' sheet: DataReceived Original u$t'a �M.. — • .0 .a UJ ILA • • CL z ice` • • • z UJ 2 • 0 CL x 0 tA 1. La q4t > " V) 0• 0 UJ LLl LU LLJ a arnWo • LAJ Ln • -J A e.• a UJ 0 Ca L) • D-1 "z revisions: date: JULY 17, 2017 drawn by: ARS designer: NP project no: 14-299 J,11111419ma��1\' sheet: DataReceived Original u$t'a �M.. — 0 PLANTINGS PER LANDSCAPE DRAWINGS VARIES PER PLAN VARIES PER PLAN J-1 100. L...&'w 3 &-A GE07DMLE --� FILTER FABRIC CONTACT ENGINEER PRIOR TO ROCK INSTALLATION FOR INSPEC77ON AND APPROVAL TO ENSURE ACCEPTABLE NATIVE BASE MATERIAL. SCARIFY BASE PRIOR TO ROCK INSTALLATION. SECTION D -D SIDEWALK 6' SIDEWALK DINNAGE NOTCH TO BE 1.5' 2' 2.5' 1" LOWER THAN SIDEWALK, EVERY 10' o.c. SLOPED TO FACILITY. INSTALL 2- ROCK MULCH/PEA GRAVEL ALONG BOTTOM OF —" , -T FACILITY ° ^� 1' Wx PLANTER WALL PER DETAIL TO THE RIGHT 24' MINIMUM MINIMUM DEPTFI 24" GROWING MEDIUM TOP MWA FACILITYSOIL FACIL 18- OF 2 1/2- - 3/4- DIA. 1 OPEN GRADED AGGREGATE 1--y2' - %. OPEN STORAGE, WRAPPED IN FILTER GRADED AGGREGATE FABRIC SECTION B -B CURB & GUTTER 3" OF %'"-No.4 OPEN GRADED AGGREGATE 1.5' 6- R314"F 1 R3/4-11 STORMWATER FACILITY 1 (2) #4 BARS, 2" MIN. CLEARANCE DESIGNER INFORMATION Maintain 1:6 batter for walls and 4" minimum to top of curb 4- 2' ° a LQ. ° VARIES WITH WALL HEIGHT PLANTER WALL 3 VEGETATED RAIN GARDEN - SOUTHEAST 4 RAIN GARDEN PLANTER IN RIGHT-OF-WAY SHALLOW SWALE SCALE N.T.S SCALE N.T.S 10 SCALE.- N.T.S. In Springfield's Wellhead Protection Area Help protect our drinking water Report all leaks or spills to: HAZARDOUS MATERIAL RESPONSE 911 Site operator: Springfield Utility Board 541-746-8451 NOTE: SIGNS ARE ALSO AVAILABLE FOR PURCHASE AT SPRINGFIELD UTILITY BOARD WATER DIVISION 541-726-2396 SPRINGFIELD UTILITY BOARD WELLHEAD PROTECTION SIGN - DRAWING # FF11 DE40 SCALE N.T.S. cor)w1aht © 2014 Branch Enaineerina. Inc. SECTION C -C 3-.A FILTER MEDIA ABOVE PERFORATE PIPE MAYBE LESS 7HAN 18" AS NECESSARY FOR POSITIVE FLOW FOR UNDER DR41N. 1'-6" DRAIN ROCK h [e �0 xA1 -1 i D wj%--gyp- 6k., PI AA jze wiew 1!�trlw Pq to PRELIMINARY: FOR CITY SITE REVIEW ONLY (NOT FOR CONSTRUCTION) 2 1,Pff"1;1R[1E Since 1977 civil • transportation structural •geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR I Salem OR D PRoFFs V#79232PE Dig igned byNathan Pa Da 7.07.1711:04:21 -07' ' 2 OREGON �•,. 71 QFC• �JN PA�� EXPIRES: DECEMBER 31, 2018 project title: STOO WATER PIPING 4' PERFORATED PVC PIPE WITH SYSTEM IT 1% MINIMUM 0 OUTLET PIPE DIAMETER INACTION NOTE: 00 .a PERFORATIONS FACING DOWN, SLOPE @ W2 PVC COVER r0 MATCH INLET PIPE CONTACT ENGINEER PRIOR TO ROCK INSTALLATION FOR 0 UJ CENTERED WITH 60AKA, GE IRENCH AS 6' MIN TOPSOIL COVER DIAMETER INSPECTION AND APPROVAL TO ENSURE ACCEPTABLE NATIVE BASE s CLOSE AS PRACTICABLE AND FILTER FABRIC LINER WITH 10P OF PIPE BELOW TOP (�� ON ALL ( MAY COVER 24' FOR 4e MESH SLOPE PIPING 4x12 6�11N) i MATERIAL. SCARIFY BASE PRIOR TO ROCK INSTALLATION. CL Z OF SOAKAGE TRB�CH ROCK APPROX 6' yIDEy $TOP GARDENING �) S INLET E OUTLET PIPING TO 6 PERFORATED PVC PIPE o • WEST SITE: 266' A OR BE ON PIPE SLOPE GRADE UJ F PVC PIPING FROM � • 4' WIDE 0 x EAST SITE: 228 ROOF DRAIr BED LJJ =J Lu Z TEE V, 0LLJ PIPING IN a MINUS amo ROCK, r� UJ0 z Cn cl� 0 UJ Ln ROCC, OR CCLEAN yA�p v": CL 1 Zv PLANTINGS PER LANDSCAPE DRAWINGS .aCieIllIllm • LL ri In 6 0 INLET PIPE INSTALL 2" ROCK MULCH ALONG BOTTOM OF FACILITY OVE'RR.OW 18!41041M PVC ; -- i'E;2AP NOTES VARIES PER PLAN PIPE SECTION , m 1. PRIVATE 51LT/DEBRIS TRAP W/ MIN. 16 SUMP BACKFILL WITH IIs. j _ _ 2. MIN 18' DIA. PIPE OR PREFAB BOX WITH Gi?J1DE OR LID. VARIES PER PLAN STONEY MATERIAL 1- - 3. CLEAN TRAP ANNUALLY AT ONSET OF THE WET SEASON. \ 3 r TO PREVENT — D15PLACEMENT +, �- - _ - �� ��/� /fit/ -. s: ''i•r;;:Y:_A,`:,Y_..� �"�='Y: = z/�/�/ ,i �:��cy;:- CAP ENDS OF PIPING A;- SLOPEFOR STABLIT( DURING tt OF BASIN � +��. _ P o 0a P a a oP aP ao oo tj � �� \/ `// . ,. `Oµ. ;{.�_i._:a'�'-z`s,:, '*=5:; � Y� 1.*".j..g~.'':?..t.`,.;....Y/` •.a,.' �//��/ TYPICAL) CONSTRUCTION. C OR -05M REGULATIN 5E0lMNAREA ,�- LTER FABRIC �// >;; ,y..u....� ,•e \��//� ,�. A ' a �,y. 24I GROWING ME DIUMTO ...'. ,_;.n,'i>r`^.'``Tv3:z•"?t,'\; _; ,+':j'.;._ O O O FROM ROOFANDSOAKAGE ry•?;\ , _w . ;« RH INTERCEPT SOAKAGE TRENCH SOAKAGE OR 3/4• OPEN BASIN ( SEE SECTION) IN1Rl;Pr BASIN TRENCH GRADED MAIN ROCK NG DRAINS GEOTE)MLE CLEAN ANNUALLY AT ONSET FLTER FABRIC 18- OF 2 1f2"- 3/4- DIA. OPEN 50AKAGE TRENCH PLAN VIEW of TE WET 5EA5�. UNDISTUD GRADED AGGREGATE STORAGE, NATIVE SOIL IF BAR RUN GRAVEL. 15 NOT WRAPPED IN FILTER FABRIC. SCARIFY ENCOUNTERED NEAR BOTTOM OF BASE PRIOR TO ROCK INSTALLA770N. FACILITY, OVER EXCAVATE r0 BAR RUN t SPECIAL NOTES: BACKFILL WITH DRAIN ROCK FOR 5 CMIFD I. PIPING WITHIN 5 FT OF BUILDINGS MUST BE S. 40 SECTIONS EVERY W. SOAKAGE TRENCH INTERCEPT BASIN (SEE TRAP NOTES) y :.ro-rsyya . ;-� SECTION A -A FOR OTHER PIPING, USE 4' PVC (ASTM 02729) SOLVENT- 2. PLACE 60AY.AGE TRENCH(S) AT LEAST loft FROM NEAREST 50AKAGE TRENCH SECTION VIEW (G) POINT OF RESIDENCE, AND IOFr FROM PROPERTY LINES. Io' MIN. BUILI�NG SETBACK 3. ENSURE BOTTOM QF THE 50AKAGE TRENCH REACHES BAR TO SOAKAGE TRENCH RUN GRADE5 (3-6 BELOW EXISTING GRADE). OVER- VEREXCAVATE EXCAVATEAND BACKFILL WITH DRAIN ROCK AS NEEDED. 1 SOAKAGE TRENCH 2 VEGETATED RAIN GARDEN - NORTH SCALE N.T.S. SCALE NTS PLANTINGS PER LANDSCAPE DRAWINGS VARIES PER PLAN VARIES PER PLAN J-1 100. L...&'w 3 &-A GE07DMLE --� FILTER FABRIC CONTACT ENGINEER PRIOR TO ROCK INSTALLATION FOR INSPEC77ON AND APPROVAL TO ENSURE ACCEPTABLE NATIVE BASE MATERIAL. SCARIFY BASE PRIOR TO ROCK INSTALLATION. SECTION D -D SIDEWALK 6' SIDEWALK DINNAGE NOTCH TO BE 1.5' 2' 2.5' 1" LOWER THAN SIDEWALK, EVERY 10' o.c. SLOPED TO FACILITY. INSTALL 2- ROCK MULCH/PEA GRAVEL ALONG BOTTOM OF —" , -T FACILITY ° ^� 1' Wx PLANTER WALL PER DETAIL TO THE RIGHT 24' MINIMUM MINIMUM DEPTFI 24" GROWING MEDIUM TOP MWA FACILITYSOIL FACIL 18- OF 2 1/2- - 3/4- DIA. 1 OPEN GRADED AGGREGATE 1--y2' - %. OPEN STORAGE, WRAPPED IN FILTER GRADED AGGREGATE FABRIC SECTION B -B CURB & GUTTER 3" OF %'"-No.4 OPEN GRADED AGGREGATE 1.5' 6- R314"F 1 R3/4-11 STORMWATER FACILITY 1 (2) #4 BARS, 2" MIN. CLEARANCE DESIGNER INFORMATION Maintain 1:6 batter for walls and 4" minimum to top of curb 4- 2' ° a LQ. ° VARIES WITH WALL HEIGHT PLANTER WALL 3 VEGETATED RAIN GARDEN - SOUTHEAST 4 RAIN GARDEN PLANTER IN RIGHT-OF-WAY SHALLOW SWALE SCALE N.T.S SCALE N.T.S 10 SCALE.- N.T.S. In Springfield's Wellhead Protection Area Help protect our drinking water Report all leaks or spills to: HAZARDOUS MATERIAL RESPONSE 911 Site operator: Springfield Utility Board 541-746-8451 NOTE: SIGNS ARE ALSO AVAILABLE FOR PURCHASE AT SPRINGFIELD UTILITY BOARD WATER DIVISION 541-726-2396 SPRINGFIELD UTILITY BOARD WELLHEAD PROTECTION SIGN - DRAWING # FF11 DE40 SCALE N.T.S. cor)w1aht © 2014 Branch Enaineerina. Inc. SECTION C -C 3-.A FILTER MEDIA ABOVE PERFORATE PIPE MAYBE LESS 7HAN 18" AS NECESSARY FOR POSITIVE FLOW FOR UNDER DR41N. 1'-6" DRAIN ROCK h [e �0 xA1 -1 i D wj%--gyp- 6k., PI AA jze wiew 1!�trlw Pq to PRELIMINARY: FOR CITY SITE REVIEW ONLY (NOT FOR CONSTRUCTION) 2 1,Pff"1;1R[1E Since 1977 civil • transportation structural •geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR I Salem OR D PRoFFs V#79232PE Dig igned byNathan Pa Da 7.07.1711:04:21 -07' ' 2 OREGON �•,. 71 QFC• �JN PA�� EXPIRES: DECEMBER 31, 2018 project title: revisions: date: JULY 17, 2017 drawn by: ARS designer: NP project no: 14-299 sheet: I-21 0, 0 00 .a 0 UJ s i CL Z o • UJ F • 0 x LJJ =J Lu Z V, 0LLJ M UJ0 Cn cl� 0 UJ Ln CL Ce LLJ .aCieIllIllm • LL ri In revisions: date: JULY 17, 2017 drawn by: ARS designer: NP project no: 14-299 sheet: I-21 0,