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Plan, Tentative APPLICANT 7/1/2016
N j VICINITY MAP t 11 N.T.S. Z = LTD BUS STOPS PROJECT DESCRIPTION THE SCOPE OF THE PROJECT CONSISTS OF THE RECONSTRUCTION AND EXPANSION OF THE EXISTING PARKING LOT TO EASE CONGESTION, ADD PARKING, AND IMPROVE CIRCULATION. 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 WATERCOURSE MAP THE SITE IS OUTSIDE OF THE LOCAL WETLAND INVENTORY. IT IS ALSO OUTSIDE OF THE RIPARIAN CORRIDORS. FLOODPLAIN ACCORDING TO FEMA FIRM #41039C1153F THE SITE IS ZONED AS SHOWN ON THE EXISTING CONDITIONS MAP. TIME OF TRAVEL ZONES ACCORDING TO WELLHEAD PROTECTION AREAS MAP THE SITE IS WITHIN THE 1 YR AND 2 YR TIME OF TRAVEL ZONES OF PIERCE. SOIL TYPES ACCORDING TO THE NATIONAL CONSERVATION SERVICE WEBSITE MAPPING SERVICES, THE EXISTING SOILS ON THIS SITE ARE: (32) COBURG-URBAN LAND COMPLEX (76) MALABON-URBAN LAND COMPLEX GRAPHIC SCALE 50 0 25 50 100 own IN FEET copyright © 2016 Branch Engineering, Inc. -...�...... .,...... � CO COVER SHEET C1 EXISTING CONDITIONS AND DEMOLITION PLAN C2 SITE PLAN C3 GRADING, PAVING & STORMWATER PLAN C4.1 DETAILS C4.2 DETAILS C4.3 DETAILS T1 ILLUMINATION PLAN T2 SIGNING AND STRIPING PLAN Ll IRRIGATION PLAN L2 PLANTING PLAN L3 IRRIGATION NOTES EC 1 LDAP NOTES AND DETAILS EC2 LDAP SITE PLAN 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©bronchengineering.com SCHIRMER SATRE GROUP CONTACT. CAROL SCHIRMER, ASLA 375 W 4TH AVE, STE 201 EUGENE, OREGON 97401 OFFICE. (541) 686-4540 E-MAIL: carol©schirmersatre.com Nf_/ ftp� NP IIS- 000x1 Nl l�7 lJlr��tr�' Cw�is ��z�rsgaCxrd, 5P� -ranch HG IN E E RI NG,_ Since 1977 civil e transportation structural • geotechnical S U R V E Y I N G .................................................................................................... 310 Sth Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Salem OR D PRO",, #627801DE �' f Digi a y signed by Damien I ert Da 6.06.3013:09:39 - O'REGON u 6N G\V UL Y 3 �p0 EXPIRES: JuvE 30, 2017 revisions: date: ,JUNE 30, 2016 drawn by: ARS designer: DG project no: 1 5-002E:2 sheet: "F" 0 f � 1 it , { ,4 -...�...... .,...... � CO COVER SHEET C1 EXISTING CONDITIONS AND DEMOLITION PLAN C2 SITE PLAN C3 GRADING, PAVING & STORMWATER PLAN C4.1 DETAILS C4.2 DETAILS C4.3 DETAILS T1 ILLUMINATION PLAN T2 SIGNING AND STRIPING PLAN Ll IRRIGATION PLAN L2 PLANTING PLAN L3 IRRIGATION NOTES EC 1 LDAP NOTES AND DETAILS EC2 LDAP SITE PLAN 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©bronchengineering.com SCHIRMER SATRE GROUP CONTACT. CAROL SCHIRMER, ASLA 375 W 4TH AVE, STE 201 EUGENE, OREGON 97401 OFFICE. (541) 686-4540 E-MAIL: carol©schirmersatre.com Nf_/ ftp� NP IIS- 000x1 Nl l�7 lJlr��tr�' Cw�is ��z�rsgaCxrd, 5P� -ranch HG IN E E RI NG,_ Since 1977 civil e transportation structural • geotechnical S U R V E Y I N G .................................................................................................... 310 Sth Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Salem OR D PRO",, #627801DE �' f Digi a y signed by Damien I ert Da 6.06.3013:09:39 - O'REGON u 6N G\V UL Y 3 �p0 EXPIRES: JuvE 30, 2017 revisions: date: ,JUNE 30, 2016 drawn by: ARS designer: DG project no: 1 5-002E:2 sheet: "F" 0 2 C3 a M 2! t0 a 0 . 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Branch Engineering.com Springfield OR I Salem OR ,� ���D c�OFFssi N�' ' NFF CONSTRICTION NOTES ' #62,8C�E Digi a y signed by Damien i ert O POTHOLE AND LOCATE EXISTING UTILITIES. D177 ' (2 REMOVE EXISTING PAVING ANDIOR CONCRETE SURFACE. SAW CUT AND REMOVE EXISTING PAVING AND/OR CONCRETE. () REMOVE EXISTING TREE EXPIRES: JUNE 30, 2017 O REMOVE EXISTING LIGHT POLE AND FOUNDATION. project title: a REMOVE EXISTING CHAIN LINK FENCE. Ind NOTES 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE. 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION ;a OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS -BUILT DRAWINGS, AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF I UNDERGROUND UTILITIES. BENCHMARK 0 0 CITY OF SPRINGFIELD BENCHMARK #184: FOUND CHISELED SQUARE IN TOP BACK Ce OF CURB AT SOUTH SIDE OF YOLANDA AVE. AT CENTERLINE EXTENSION OF 27TH ST. ..an, 0 ,4%k T ELEVATION = 463.26 FEET (NAV088) 0 9 % 11 is LEGEND da ILA EXISTING < "%, - PROPERTY UNE\ OPM - - FLOOD ZONE BOUNDARIES DECIDUOUS TREE 77ME OF TRAVELtA Cd a::::aii: ::x:::aiii;. CURB EVERGREEN TREE '11` 11111111.11\N,11.. EDGE OF ASPHALT 1 -- SAW CUT LINE 11 i �3..........GAS PIPE LINE `, : � • TREE TO BE REMOVED r'H H S7',',4'--- STORM WATER LINE , \ --z\\ „ „„. SANITARY SEWER LINE 1 ° BIKE RACK --. ---4V - WATER LINEbdw - -' --1414-«- --«- - ELECTRICAL UNE 0 LIGHT POLE «.«,,«,. ««1,-- 1111.-»,� TELEPHONE UNE i :t 2 \'•” - «"”- ” GEO-THERMAL CONDUIT TUNNEL }ii ELECTRICAL BOX :2 1.111»`« -45z'?` •'1— CONTOUR LINE COMMUNICATION BOX '---'•'-•- '-'•`«••••••-- TOP OF ©ITCH ,11111111111111"1111111111111k L” _ BOTTOM OF DITCH - EDGE OF PAVEMENT ELEVA77ON ,.,. \ .. , ,,.,,.... 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Branch Engineering.com Springfield OR I Salem OR ,� ���D c�OFFssi N�' ' NFF CONSTRICTION NOTES ' #62,8C�E Digi a y signed by Damien i ert O POTHOLE AND LOCATE EXISTING UTILITIES. D177 ' (2 REMOVE EXISTING PAVING ANDIOR CONCRETE SURFACE. SAW CUT AND REMOVE EXISTING PAVING AND/OR CONCRETE. () REMOVE EXISTING TREE EXPIRES: JUNE 30, 2017 O REMOVE EXISTING LIGHT POLE AND FOUNDATION. project title: a REMOVE EXISTING CHAIN LINK FENCE. Ind NOTES 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE. 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION ;a OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS -BUILT DRAWINGS, AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF I UNDERGROUND UTILITIES. BENCHMARK 0 0 CITY OF SPRINGFIELD BENCHMARK #184: FOUND CHISELED SQUARE IN TOP BACK Ce OF CURB AT SOUTH SIDE OF YOLANDA AVE. AT CENTERLINE EXTENSION OF 27TH ST. ..an, 0 ,4%k T ELEVATION = 463.26 FEET (NAV088) 0 9 % 11 is LEGEND da ILA EXISTING < "%, - PROPERTY UNE\ OPM - - FLOOD ZONE BOUNDARIES DECIDUOUS TREE 77ME OF TRAVELtA Cd a::::aii: ::x:::aiii;. CURB EVERGREEN TREE '11` 11111111.11\N,11.. EDGE OF ASPHALT 1 -- SAW CUT LINE 11 i �3..........GAS PIPE LINE `, : � • TREE TO BE REMOVED r'H H S7',',4'--- STORM WATER LINE , \ --z\\ „ „„. SANITARY SEWER LINE 1 ° BIKE RACK --. ---4V - WATER LINEbdw - -' --1414-«- --«- - ELECTRICAL UNE 0 LIGHT POLE «.«,,«,. ««1,-- 1111.-»,� TELEPHONE UNE i :t 2 \'•” - «"”- ” GEO-THERMAL CONDUIT TUNNEL }ii ELECTRICAL BOX :2 1.111»`« -45z'?` •'1— CONTOUR LINE COMMUNICATION BOX '---'•'-•- '-'•`«••••••-- TOP OF ©ITCH ,11111111111111"1111111111111k L” _ BOTTOM OF DITCH - EDGE OF PAVEMENT ELEVA77ON ,.,. \ .. , ,,.,,.... FENCE x �C i Z \ _1 I CROSS WALK t � TOP FACE OF CURB ELEVATION \ r }�1✓ \. 111.1_,. 00 ' CONCRETE> %4% » x`S TOP OF CONCRETE ELEVATION , \_, GRASS AREA 11.11..,....«...1 , , LU a . GRAVEL AREA �`�� GROUND ELEVATION Ido LU I 1 11. ” adr== Icy/ �'{//\ � BUILDING ''' {\`�' \„ 0- �} TOP OF DITCH ELEVATION L^ LU FIRE HYDRANT x ` ��' 2 =J < 0 le 1;” .q. WATER METER . Ii=-... !* �\ BOTTOM OF DITCH ELEVATION FIRE DEPARTMENT CONNECTION �. - L VALVE w0i 0 z { ELECTRIC METER 0it b MAIL BOX 1 GAS METER __i LU SIGN „\ .,1•.11.1, O LL,. ”' f :t. rf WATER VAULT & GAS VALVE 0 , MEMM ,\t'` DOWN SPOUT tm UNKNOWN UTILITY VAULT 11I AglllllllhO Z E'" GUY WIRE : CATCH BASIN ,,",,.,,,, CJ I`t's C,:� POWER POLE 1 AREA DR41N M a- >Y`-;- -- POWER POLE WITH STREET LIGHT d= Lim 11714 Ln Bi INFILTRATION TEST SITE ALL DISTANCES SHOWN ARE IN FEET. revisions: CONTOUR INTERVAL = I FOOT .� 16 Cor V (_1 �t P�iU-ooDti� ml)(;-IN(Ty” / vs Ghn s Ke• p,rsg Pq 2�Fi� ""\ t4 JUL" T 01 2016 td t "$2a -a ala ,..._*_........®... 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DRIVEWAY T �' is a F1P 1111 f ...., 1111.. »1111... i 1111.. .........„< �.. 1111. ... 1111.•. � .\ h "\ .� ..w....,.., w»....-... J'•• ,,......»... ,,..,.... ,. ... � a H • ,,.»....... `"` ::Rx".„.�` •»1\C\iCa` «.........! 1111.. 111»1:. � ... Y.. copyrig!;t C 2016 Ira: ch Lngineenrg, Inc. f l` 'KE az, "x" \ ..»,..........,„ \ f F ........ GRAPHIC SCALE 30 0 15 30 30 60 mom ( IN FEET ) �j I3 ' 'a �l i I# ii ji r 3� I) . 61 d E 5 \ 1 t3 ; 3i 3 aE � i• � 3��'i- � �~"`�-,. ~~_„_„� ` w ...._..._.._.._ _1_111..-•' jjji 1 A�141 N - "^•...-»1111 «,. ».••-... r -•-•-.__ 1111—.._ � ;t � i J z ! i i` 4 { f f S i i 51' DRIVEWAY .q>-r•RArrl J .Yi'V1SI.IVVIS11JV15='.1:'%1S` ��iS�'.� 'S' ✓15 i9t�i5{ iS 7.tS &„ o 24' PROP. _».. » �. _.....� ,.,:. �... 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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 141,969 SF PERVIOUS AREA 261,898 SF INCREASE IN IMPERVIOUS AREA 14,475 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 CON77NUOUS FLOW OF PASSENGER VEHICLES FOR LOADING AND UNLOADING CHILDREN. SDC 4.6-155 BICYCLE PARKING: 1 BICYCLE PARKING SPACE REQUIRED FOR EVERY 8 STUDENTS. 25% OF BICYCLE PARKING LONG TERM, 75% SHORT TERM PARKING TABULATION TEACHING STATIONS 21.5 X 2 = 43 INDOOR ASSEMBLY AREA (SF) 5,299/100 = 53 MINIMUM REQUIRED PARKING 96 SPACES EXISTING COMPACT 0 SPACES STANDARD 74 SPACES ADA 4 SPACES STAFF 3 SPACES TOTAL 81 SPACES PAUSE PARKING 5 SPACES 86 SPACES STANDARD i, SPACES i i 4 3 e j STAFF — COMPACT 13 SPACES STAFF — STANDARD 24 SPACES TOTAL 88 SPACES 3i GRAPHIC SCALE 30 0 15 30 30 60 mom ( IN FEET ) �j I3 ' 'a �l i I# ii ji r 3� I) . 61 d E 5 \ 1 t3 ; 3i 3 aE � i• � 3��'i- � �~"`�-,. ~~_„_„� ` w ...._..._.._.._ _1_111..-•' jjji 1 A�141 N - "^•...-»1111 «,. ».••-... r -•-•-.__ 1111—.._ � ;t � i J z ! i i` 4 { f f S i i 51' DRIVEWAY .q>-r•RArrl J .Yi'V1SI.IVVIS11JV15='.1:'%1S` ��iS�'.� 'S' ✓15 i9t�i5{ iS 7.tS &„ o 24' PROP. _».. » �. _.....� ,.,:. �... 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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 141,969 SF PERVIOUS AREA 261,898 SF INCREASE IN IMPERVIOUS AREA 14,475 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 CON77NUOUS FLOW OF PASSENGER VEHICLES FOR LOADING AND UNLOADING CHILDREN. SDC 4.6-155 BICYCLE PARKING: 1 BICYCLE PARKING SPACE REQUIRED FOR EVERY 8 STUDENTS. 25% OF BICYCLE PARKING LONG TERM, 75% SHORT TERM PARKING TABULATION TEACHING STATIONS 21.5 X 2 = 43 INDOOR ASSEMBLY AREA (SF) 5,299/100 = 53 MINIMUM REQUIRED PARKING 96 SPACES EXISTING COMPACT 0 SPACES STANDARD 74 SPACES ADA 4 SPACES STAFF 3 SPACES TOTAL 81 SPACES PAUSE PARKING 5 SPACES 86 SPACES STANDARD 51 SPACES ADA 4 SPACES STAFF — COMPACT 13 SPACES STAFF — STANDARD 24 SPACES TOTAL 88 SPACES PAUSE PARKING 1818 SPACES 106 SPACES BICYCLE PARKING NUMBER OF STUDENTS: 425/8 = 54 MIN. REQUIRED SPACES EXISTING BICYCLE PARKING: 30 SPACES TO REMAIN NO ADDITIONAL BICYCLE PARKING IS PROPOSED. LANDSCAPING ALL EXISTING LANDSCAPING OUTSIDE LIMITS OF PROPOSED IMPROVEMENTS WILL BE PRESERVED, LEGEND EXISTING POWER POLE WITH STREET LIGHT PROPOSED PROPERTY LINE (SEE SURVEY) CURB \� EDGE OF ASPHALT as GAS PIPE UNE 4 » „ STORM WATER UNE UNE _ 459 _1.111 SANITARY SEWER LINE 0 WATER LINE - -••••-E-- -•"•- - ELECTRICAL LINE ® TELEPHONE LINE ••CI::O- — GED -THERMAL CONDUIT TUNNEL y-� "'^ T TOP OF DITCH - ----- BOTTOM OF DITCH FENCE i�?N1r CROSS WALK "~ CATCH BASIN F CONCRETE GRAVEL AREA f f , BUILDING FIRE HYDRANT WATER METER 3 FIRE DEPARTMENT CONNECTION VALVE MAIL BOX SIGN GAS VALVE DOWN SPOUT GUY WIRE POWER POLE POWER POLE WITH STREET LIGHT PROPOSED CURB w .r' EDGE OF ASPHALT APPROX. FENCE PROPERTY —80 ST STORMWATER STOR W TER PIPE UNE _ 459 _1.111 - FINISHED CONTOUR IN LANDSCAPING 0 CONCRETE ® STORM MANHOLE ® CATCH BASIN ® AREA DRAIN y-� "'^ T LIGHT POLE 'tFr TREE \ DECIDUOUS TREE w .r' EVERGREEN TREE BIKE RACK LIGHT POLE ul ELECTRICAL BOX kI COMMUNICATION BOX 1@ ELECTRIC METER yi GAS METER 'tFr WATER VAULT i�?N1r UNKNOWN UTILITY VAULT "~ CATCH BASIN AREA DRAIN ALL DISTANCES SHOWN ARE IN FEET. CONTOUR INTERVAL = 1 FOOT �IP�If�-b�02°I M,OS MP ff GY�Yis Re��s�a���5�5 pa�3oiq lul U 1 M0 is £ �"� a � i � 1111 3� � I - � i.n.........�'-+-•-^-_..'._..._._.. ,,::..::Branch Efft I N E E R I N G.= Since 1977 civil - transportation structural - geotechnical S U R V E Y I N G .,,»,.»................................»,.,,,..,,.......... ....,......,............_-,.,,..1111 310 5th Street Springfield, OR 97477 p: 541.746.0637 .,. ............ »,......_,...»............................»..^..._..,.,...».»_ www.BranchEngineering.com Springfield OR i Salem OR P pp #62^80PE ' Digi a y signed by Damien i ert D 16.06.30 13:10:48 - ' 01- EG0N 6 61V EXPIRES: juivE 30, 2017 project title: LLM 0 < I 110000011 i tA Admikk LMJ 9 Ilk I IN F= 1010014101 a.0, LLJ MEN LAJ 011101101011 om 0 UJ -40 1.1.! Z L=1 gem r"00 V) LU ice° 0 J > _J LU CL LL C\t Ln revisions: date: JUNE 30, 2016 drawn by: ARS designer: DG project no: 15-002 E:2 sheet: LEGEND CONSTRUCTION NOTE -61M ranch EWOGI NEE R1 NG.- EXISTING CONSTRUCT AC PAVEMENT ON CRUSHED ROCK BASE PER DETAIL 1 ON SHEET C4.1. Since 1977 PLANTINGS PER LANDSCAPE DRAWINGS` civil • transportation PROPERTY LINE DECIDUOUS TREE O CONSTRUCT CONCRETE CURB AND GUTTER PER DETAIL 2 ON SHEET C4.1. VARIES PER PLAN - » CURB structural •geotechnical ............ ............. ........ \ \ \ EDGE OF ASPHALT 3• j �,pVARIES PER PLAN nPic " ' sroRM wArER LINE / CONSTRUCT TOP SET CURB PER DETAIL 3 ON SHEET C4.1. S U R V E Y I N G fiA `...,_ .. .. EVERGREEN TREE..................................................................... 310 5th Street CONTOUR LINE CONSTRUCT CONCRETE SlOWALK PER DETAIL 4 ON SHEET C4.1. Springfield, OR 97477 T \�,-.•, TOP OF DITCH p: 541.746.0637 S CONSTRUCT STANDARD DRIVEWAY APRON PER DETAIL 5 ON SHEET C4.1 AND CITY STANDARD »» BOTTOM OF DITCH BIKE RACK DETAIL. w w.BranchEngineering.com FENCESpringfield OR I Salem OR v h. w LIGHT POLE GEOTEXTILE »` . CONCRETE ELECTRICAL BOX ©CONSTRUCT ADA COMPLIANT RAMP AND TACTILE WARNING PER DETAILS 6 & 7 ON SHEEN C4.1. FILTER FABRIC »' ' '' 18" OF 2 1/2" - 3/4" DIA. 24" GROWING MEDIUM. STORMWATER FILTERING MEDIA SHALL MEET GRAVEL AREA ® COMMUNICATION BOX 6a CONSTRUCT ADA RAMP PER CITY OF SPRINGFIELD STANDARDS. ��RE� PR�FFS CITY OF EUGENE STORMWATER REQUIREMENTS PER STANDARD OPEN GRADED AGGREGATE ``r ;`` ` �7 MAINTAIN AND PROTECT EXISTING WASTEWATER MANHOLE. ADJUST RIM TO FINISHED GRADE �� \��' N FF OCG STORAGE, WRAPPED IN FILTER SPECIFICATIONS SECTJON 01040.14(d). CONTRACTOR SHALL PROVIDE \\ BUILDING FABRIC DOCUMENTATION THAT PRODUCT MEETS CITY OF EUGENE " `' �x TOP FACE OF CURB ELEVATION t g #62 y Da i REQUIREMENTS. (REXIUS PROSWALE MAY BE AN ACCEPTABLE ® NOT USED Digi a y signed by Damien i ert �.� FIRE HYDRANT � Da 16.06.30-13:11:10 PRODUCT, THOUGH DOCUMENTATION WILL NEED TO BE PROVIDED.) EV WATER METER ��� GROUND ELEVATION @) INSTALL 24" X 48" DUAL-CHAMBER CATCH BASIN PER DETAIL 10 ON SHEET C4.1. 0,REGON PRODUCT MUST 8E FREE OF HORSETAIL. FIRE DEPARTMENT CONNECTION x� BASIN GRAPHIC SCALE > .'1 VALVE TRIC METER 10 INSTALL SDR35 D3034 STORM PIPE AT 1% SLOPE PER DETAIL 11 ON SHEET C4.1. SIZE PER �9jt� j y VEGETATED INFILTRATION 20 0 10 20 40 I MAIL BOX GM GASOMETER PLAN. FN G,� SCALE: NONE SIGN 11 CONSTRUCT MOUNTABLE CURB PER DETAIL 2 SHEET C4.2. EXPIRES: JUNE 30 2017 ( IN FEET) GAS VALVE WATER VAULT DOWNSPOUT 12 CONSTRUCT MONOLITHIC CURB AND SIDEWALK PER DETAIL 4, SHEET C4.1. project title: (� UNKNOWN UTILITY VAULT - GUY WIRE m CATCH BASIN 13 CONSTRUCT REINFORCED SIDEWALK PER DETAIL 5, SHEET C4.2. POWER POLE ,< AREA DRAIN 14 NOT USED Q§ POWER POLE WITH STREET LIGHT ALL DISTANCES SHOWN ARE !N FEET 15 INSTALL AREA DRAIN PER DETAIL 6, SHEET C4.2. r r J "I �.'` �; `,r CONTOUR INTERVAL = 1 F00; CONSTRUCT RAISED PEDESTRIAN CROSSING PER DETAIL 4, SHEET C4.2. INSTALL EMERGENCY ACCESS BOLLARD PER DETAIL 3, SHEET C4.2. v,;gin; ,,t� A s ,I' r ,•`r `NJ PROPOSED 18 CONSTRUCT INFILTRATION BASIN PER VEGETATED INFILTRATION BASIN DETAIL, THIS SHEET. AC:459.10 , \\ tr•' CURB 19 CONSTRUCT VERTICAL CURB WITH 12" OPENINGS AT 12' CENTERS AND LOW POINTS PER DETAIL < w // \�\\ /� ,, F+fr} ,` FENCEOF ASPHALT 12, SHEET C4.1. I.<> '» ,� / ' ' ` i -8" ST STORMWATER PIPE AC:459.5(? \�`' r, r / ,'' � 20 CONSTRUCT INFILTRATION BASIN WITH 2 FOOT BOTTOM WIDTH SLOPED AT 1/. PER VEGETATED INFILTRATION BASIN DETAIL, !SHEET. .. 459 _ __-- FINISHED CONTOUR IN LANDSCAPING .. ..�, �F,..... ����.: ,' = IL THIS s /U . '13 3 AC:459.30 4, ioy i, CONCRETE » / .• . TC:458.80 v _....,m �......., ».. ;�,a�4" ,`L; 'lf . �, ,t< G ~W 21 CONSTRUCT ODOT TYPE D DITCH INLET PER DETAIL 9, SHEET C4.2. �� �a,• o t�...:.:: ' C`� _`v TC:459.45 r SD STORM MANHOLE AC.458.95 CONSTRUCT STORM MANHOLE PER DETAIL 10, SHEET C4.2. AC:459.20» �,L �AC459."36=" »»....�' �� OR L AC:459.40 TC:459.25 , CATCH BASIN 23 REMOVE EXISTING CATCH BASIN. LOCATE AND INSPECT EXISTING 3" ROOF DRAIN CONNECTION"rc.459.30 ;, '} 0 0:459.25 f'f AREA DRAIN INTERCEPT, AND REDIRECT TO PROPOSED INFILTRATION BASIN. TC:459.60 A:458.80 10�c\ x ' AC:459.10 �; tk� _' LIGHT POLE 24 NOT USED 3 X RIM:458.70 j.,;t70:459.30 R?S ;�., Q .�o %. AC:458.8fl 25 CONSTRUCT 24" WIDE CONCRETE VALLEY GUTTER PER DETAIL 7, SHEET 04.2. FL:4 6.00 rC:45 .85 . AC:460.00 t AC:4 8.6,0c�` c��' TREE TC:460 00 tsi R5' Tc 45 ;a5 , ;..'` 26 CONSTRUCT 6' CHAIN LINK LOCKABLE SWING GATE PER DETAIL 1, SHEET C4.3. X RIM:458 40 ` ' AC:459.50 �y � C58.85 ? FL:456 90;' ' a 27 CONSTRUCT PEDESTRIAN EGRESS GATE PER DETAIL 2, SHEET 04.3. 'J .751 " 16 TC:459.30 TC:-_ TOP FACE CURB ELEVATION TC:459.82 ° ' C 458.75 ' TC:459.30/' AC.__ FINISH PAVEMENT ELEVATION AC:459.32 a- AC.458 86 <�� AC:458.80 ; t R12 .. a TC. .1 J � ,� • <� ��•.»»..,.......»»_:.....»»..:........' � AP j l,, ,/C1ir1l�! TC:459.70 1 TC:459.10` AC:458.60 n:f Copy"l jy 400 6 •``o � C,N CONCRETE ELEVATION � AC:459.20 AC:458.60 RIM:457.00°�'"' ` r � } , FL:456.50 AC:458 65 q? , 3 FL:456.90 r: �_,j ' } (/iard .: T0:458.80 - »� TC:458.80 TC:459.24 AC:45830 AC.'458.50 a s :: LLJ AC:458.74 # AC:460.30 RC:4' 8.60.. �� TC:458.85 19 1 TC:461.10' 7 AC:458.35 '\ O �,'�. .I k 23 AC:46o.so' n 2 L f \ TC:458.50Lad Q r A AC:458.00 TC:458.74 `mac 4. S 1 X �o,• AC:458.24cVm I�rC59.3fl / :< FL:456.90 /` C. `.80 :_ _ _ } MB 'ti i /" LU 1J w \� 1 TC:458.95 TC:458.80.40 O ` O AC:458.3q : ��yA :458.9 AC:458.45 LU O \ .z f FL:457.70 ` LU i� ' x TC:460.5fl �; r TC:458.90 6 tt •`�/ �o` 'f y gig» r E A AC:458.40 \ "` F ` ' � ,' /' 10 i UJ ,s _L UJ AC:460.00 X \` \\ s Iun {J / .., •2 .. \\4. w ,f` %` :' f / / '+..•' ja % ,'v arr: ' ; ` .`''' } � \ b TC:459.40 O �:. TC:460.80 TC:460.30 0,. \ 3 ST 3/: jf y ;• ». ;> i �°' t t X X k`'� A :4 .90 '°< TC:459.50 > \ TC.460.9 AC:460.30 AC:459.80 X C 58 \ i i .. AC:460.45 :,' , ,. r r. '.0 o• r» } ~ � AC:459.00 ........,,,, . ` ,, 0 70.46120 TC•46fl 50 C i G �(t5 �,�0 TC:459.90��� r.. `' t\ ' F,. .r . :< r L®1 AC:460.70 \ AC:460.00 ' i '0 AC:459.40 p � `' f 18 _J ` \ • 'r 2 j [t ......,,..,...»..•.......»».............».....,..»».....,....,»»..•....•...•..»»......,.di.,= ,.......a.•......»... / ".,,,�� \.`J`!,r` ` 70:460.50 2B� a� a. � ».. RIM. -459.00 � 'I „AC:4sfl.00 zz *, x\' >>., 12 K59 15 FL=458.00 4\` ` » ».f -'' 1 LL a Rg 70:460.54 r 4' `\' • :' } .. �- 70:462.00 3 » ; \ � 4s` 'y : ` 4Vic, 10 - Y ----458 _.. _ `• ' ". TC:4s0.15 AC:460.04 , 4 _- _..... _ _•-- -~" w, AC:461.50 AC:45 .65 0'.. • t `l 1 . f �� . __ _ 458 460 Lf i CL $ FL: 457.10 �.. t!1 % L . tJ t .a - �A_`t ori } ! X x 3 TC:46o.ofl TC,460.90 `� V . ♦ . ;i ' `l f ] sS TC:460.60 13 TC:461.64 _ n; a R o I <3 4 4 X o` AC:459.50 AC:460.400 1 r ._... ... s ~ _.... _., 1 AC:460.10 s' G ,7 AC:461,14 AC:459.62 � ` �' s � ., 4 _..». ...» revisions: 1 ` �} i -- �2»` "70:459.70 70:459.00 �AC:459.70 TC:459.3D RIM. I rc:461.35r�`°� �� x'.' TC:459.25 TC:459.75 T 460.41 2t; AC:459.20 9 2 ,�� AC:4sa85� AC: 8. FL=457.33: 70:460.20 f 3 .� C:459 90 ` \ AC:458.75 • AC:459.90i AC: 459.25 0 ® } N AC:459.70 ,; » 70:460.60: ». ».... ,..,. :, x ` "t Fir• 70:459.69 TC:459.83 :. w� rC:4s1:5fl'v ' „_ x� X AC:460. i0 �$ , >z �..� AC:459.19 'AC:45.33 TC:460.68 TC:461.40 » ..» .., n d a ' \ ` AC:4St0 \Z.00�<�: ` :.. - ,, 11. .�?o.y�`' »...... ......... . ».... ... ,. �`� t pr f y` w... » , ...., _........... .,»......... .,... 1, AC:460.18 AC:460.90 ». 461 s- �- ' TC:4.62:�35 x AC:460.28 TC:460 54 " AC:461.85 \ 12 - AC:46D.04 3 :.... 3 �. 2 sc :' �* \ > �'. » R50' 2`.� -�. a _ -`' �� C� �� Q c-� �' } 3 �J y date: JUNE 3 iU 0 2416 >...~ :..... ., ^ TC: 460.94 0 `�' 4 70:463.40` c,` �' drawn by ARS y 70460.14 `4- ...... � � ?` �;?�t'�' .. »,. 70:460.05 70:460.16 T i b ' ', r ». AC:462.90 -AC:4604.,4 , N x AC:459.64 - TC. 460.59 1 designer: DG ;- �� •., TC:460: AC:459.55� A TC•461 04 w ° F` } 0.459 66 ��' w 4� _. _ _. _ .....,.-; _», f��• AC:460.09 AC:460.54 project no: 15-002 E:2 � TC•459 $0 __ N»......... ....»„ , ......... .. ....... ».......» ......,...._.».,....:.»,»._,.. t� i,. » »�.. �„ ..._,...» _> » » AC:459.30 3 / c � a Z7 p _37_ a \- » f; Zk t Ste' ....»» f ,...,»». .... .......... .. �./ , TC:4 0 4 462 62 8 w: rPAVING AND z »,......a MATCH EX. 6a 5 C:462.80 ��' r MATCHEX. »„ »__.:::r ..... _....,»_... ... ».......» u� 3 � AC•462 0 ,v..,...,,r ,v,,,,..r... v.,....,,»v .••,......,,.,,.. -, a,�,,,»r ,,.v ,r.,..v,.v '(-% f10 'S,�::.j 6 V S' R a,......a a STORMWATER CCrr _ •• 0:462.80 f, ».,»...» NDA A VE. n ,..,»..», ...w. 'vac �E�r w .. #� MATCH EX. » fi� 6a 5 . PLAN ' (60 RIGHT-OF-WAY w,AC:462 00 - - - Cq MATCH X sheet: a - _OIL f st) 0 N 1V16 copyright O 2016 Branch Engineering, Inc. `y7 zf 0 i PAVING LEGEND s>, 1=, 112>, Rranch _ c \. .... -- TYPICAL \ `\` r; ` r {`` 3" AC PAVING OVER 9" CRUSHED ROCK - 3 �' rr 1 El't N EEINW 41 xi Since 1977 �`? r 4 i' civil transportation \�\ 4" AC PAVING OVER 10" CRUSHED ROCK t '' x`='°'; i•,.r'f,: r` \ N " structural a geotechnical .......... SURVEYING 310 5th Street 5 AC PAVING OVER 12 CRUSHED ROCK ? ' m. z •" ••l i Springfield, OR 97477 x„ G ...... DUMMY JOINT 1 4" PROVIDE 1 1/2' DEE 4" THICK P. C. r � ' 541.746.0637 \ \ - w m r AC PAVING \ I ._�: \ ;.._"• ..Springfield OR i Salem OR ''` ! ., I: CON ' _. _ , f !I }.,., : \ ,...,,, , \.."" :::, r r V MAX.MAXTROONSOTRUC7 JOIN S10EWALKE WITH {', ; r it,.., _ .;i r' „ . „,.... �j••: '" FROM FACE OF RB. WITHIN 16 HOURS OF BROOM FINISH DEEP GROOVE 6 ww. Bra Eng'sneering.co u,. '' a POUR `•r {,:' ,, {.' �� f''r`f �` +� { ,.,{.., r'''•`.,. �....,,...a`-...`\ .,:~'ice'.„ \ r � f �".".: .\" ~'%'"..'�lr;',.,,,.�F' � „ r , 1/2 RADIUS TYP. PROF f {!,'• f`,, t •3\,,.:{�' .,\ ,,,\w_.x•.:,.i .\,.w,.."•?\."., �,,.. f ••\.,�i�, �., ".. �,..,.» ��;� `_.\,!` "\.. „�{r j �.,,,,"; #�::s�': ;!...' .,� y :%M � �„w.•''r ” i' ! ,' :r f` c ' :% !' ""-` f x 1\ ii,,,..1: \ v` i xc '\".,.,,'; \ ' �!.., z \•,..,f` , :^ nn 71 it /'r''.'r` f {``._' f` ,:! :•'`,r :r�, /%` ,r{ < l �� :,:'\,"/''` ,�y">'..,.,: \�{ .r'r i i 1,.. ��£ �...!':�,.... �.....:.............:, {{ { { / ¢ t•y: O\ ?\. r:rte" „> ;'� "\ 3' .i 6 s �1 ! 7 p — >_ 7 y 4- r {{ \ 6 3 4 0 0 #62, 80PE f %```r,:=' fi !! F\'"ti' {.' s `\. { CRUSHED ROCK a Digi a signed b Damien I ert {r` `\,\° CURB AND GUTTER t , ,r� rf`r ���,: ,.. -�`-\�` rte' \: MPA T., \..;.. • ";: { ✓ { \ \ ,r z CO CED AT 959 ,. : „ ; \..�� \, - `'�•'' '� �.:..\ t Da 16A6.301311:37 :� '�` '�• �`' SCALE. NONE ..�• .-�.� . � � , },�,..� v�'� ,.<" , \. �.r ' � , �,; ,, r. • , � � '.:�.°RELATIVE COMPACTION . , <,. �-:.., �,._ �.<'"•,�'<:, r O: � E G O N r{ _� MODIFIED PROCTOR COMPACTED ' k......� :::-�: �. `\ .,.� . �: \r\ '.`.. �. ••-1 � �� u � • CRUSHED ROCK �- `3 GEOTEXTILE FABRIC r+ EXTRUDED CONCRETE \\, r� { ,`•° I r/ ,` r { r..='r r 1 \' COMPACTED \r . \,' \: \ r` \\ 1v,./;L COMPACTED SUBGR4DE CURB /� { \ !\ . \ i \ r ; `\ :. # Lir' SUBGRADE AS PER / GED -TECHNICAL EXPIRES: JUNE 30, 2017 !! 71rr I ( 1/2" RAD. SIDEWALK OR a OBSERVATION TYP. TOP SOIL =, = TYPICAL CONCRETE WALK f '� '=\\!�„-y>�� I ' 9 12' _ project title: - $ �• „= 4„ ASPHALTIC r3xi ! ''' l, ,, r'• ffr `r{ f{ ' !+ r'r•rF' ' '\4 Y +c { i i ei ,i t i Ii€ _ = H � it It SECTOV CONCRETE Ii i i 6 MONOLITHIC SIDEWALK ATCURB Ci C1 i i r / ! .;V !F -:/err' ,, ':.`y'�: .,,;\ � fid• ,. 44 \. r r .e \\ ,,•,,,C, r \ ( 3 i 1 t "\ .r� i^� \ 5 r1\\ `� : . � .: r \. i> : \� £ \. \; \' '-, \r'`,\, ' fi: { f`• .+r '`' Fr• !` ! ,.\" Zr \,�v{ _ .,, \..• ,,.J 4a r` .';�{/•f \ fi , t f Z :- `o \ ,•�f r�{' .<,�' ,.''r { Jrr : i .,r: t \ r ,{ f' .Z£\F'\,.' \/ .' ,{ \l r? ,:a : �r . { UNLESS OTHERWISE NOTED ON GRADING PLAN SHEEP C4.2 .:'._ {J; {' : " ' \' \'` • • <,r,:` `,~•SS '";r, *•.`.. `>`> - -s- f �; �'. ,� ``'.4{'" ; �� C: � i`,."fr` i\i� :' {';J,%i \\ �'� F�. �%F'\� .moo,.,,,,.:, ' •,,., " : ; ; . • `. . , - ,,.. YOLANDA AVE. - — Iso a�cxrr-oF wwr1 1 tA 1 PAVING SECTION AND PLAN 3 TOP SET CURB 4 CONCRETE SIDEWALK SECTIONS LMJ SCALE: 1"=50' SCALE: NONE SCALE: NONE 0 A 0 ff I 411 4 0.2" z : h r> z �J 9)1 x . . x .ea DRIVEWAY PAY LIMIT41 LQ T6" j 5'�' 000 0 WEST DRIVEWAY s 0r- Q SCALE 1`_-10' 5'5' ! w o DRIVEWAY APRON THOUGH 1.6' AC PAVING O O O 0 DRIVEWAY LIP EXPOSURE" NORM THROUGH BUFFER SIDEWALK AC PAVING GRADING PLANER CONSSLOPE T. 6" WIDE (NOM.) RAMP WIDTH UNLESS OTHERWISE COLOR: VAR. 4 MATCH INTO EXiSl]N GUTTER STRIP DIRECTED EXIST. AC 6" a Slope 2% max. SAFETY YELLOW " CURB EXPOSURE SLOPE 6% SLOPE 29 MAX 0.9 CURB ,'_ �_ PER GRADING PLAN a !� Slope 8.339 max. > ww "' �o `� Truncated dome TRUNCATED DOME RAMP TEXTURE PATTERN detectable warning surface x g DETAIL DETAIL ,;x " Z '- in compliance with 2007 •�. 1= rs �4 REBAR AT 12" O.C.E.W PREFORMED FILLER 0 C Section 1109-16 .:::::.::.::.:.:::. 6' Mai �1 ....,, „� „: " m 6"� u„. EAST DRIVEWAY ,„ SECTION A -A NOT TO SCALE SCALE: 1`_-10' 5 DRIVEWAY APRONS ADA RAMP TACTICAL WARNING LU Z SCALE: AS NOTED 6 % (� p� SCALE: NONE SCALE: NONE �../ A VERTICAL CURB BEYOND SIGN CONCRETE WHEEL 1 ' , STOP WHERE AC PAVING B 1 SHOWN ON PLAN 2'X2'X6” DEEP GAP !N CURB CURB WHERE SHOWN RIPRAP SPLASH PAD ELEVATION PER PLAN N 36' TYPVEGETATED INFILTRATION ;-__�/ WITHIN OUTS UNDISTURBED --' - . PAVED AREA PAVED AREA SOIL BASIN ; T.. USE AASHTO M-248, TYPE N, ` \ �� vi\ \�\\Adv 6 TYP. \:: \ \ f \\\: \ '\' \ PE ALKYD -RESIN TYPE \ \ : \, 0 (OR APPROVED ALTERNATE). i - I... j. r: ,\\\\\, : � l TO A MINIMUM WET FILM > -- "\r}\` ....... 2 tYP. PAVING ;\ -� v ,\:\ z A �. THICKNESS OF 15 MILS (0.4MM) °� 4" STRIPE STRUCTURE m"' ' CONCRETE WHEEL COMPACT 3/4--O _~ ' ge un STOP WHERE TYPICAL �BICYCLE-PROOF ! i... _ COMPACTED BACKFILL dN 8 LIFTS FOSSIL FILTER INSERT„ _ \ SHOWN ON PLAN GRATE LOCKABLE COVER .' BACKFILL o 1 CURB WHERE SHOWN NATIVE AROUND CATCH BASIN r'' `� ' ?�:."",. "„ r <; j revisions: NOTES. , VERIFY OUTLET COMPACTED \ t w INVERT 3/4"-0 CR�` :: z �?.y 21 pi z REQUIREMENTS � 2 _ �� � . Zr",,\',: ,� PRIOR TO ORDER. r"�,.:"F.,.✓l'i .::�..ri `• » TYPICAL �:.""�` ``".,�^��`,,'' ':;<x' °�`<' ` 3 MIN. 91 z , SIZE PER PLANSBEDDING 4_ STRIPE ' 1 6" MIN. TYPICAL vPAVEMENTSTENCIL WHITE, w PROVIDE TRACER _ BLUE BACKGROUND AND BLUE- : PAINTED CURS OPTIONAL .\\\ r`• r,\�` "FERNCO" \{\\�� PER LOCALWIRE AS EOCODE� 1' GAP ALONG STRAIGHT LENGTH OF CURB j Q , N fi { HUBBLESS \\!\ r\ MAX SLOPE FOR ADA FACILITY. 29 24 ? ' CONNECTOR q. PARKING WITH D.M.V.r'�``r' Q DISABLED PERMIT ONLY \Xr \ {�{s {'' , r, y '\ t Y < {r` » 8 F" O VIOLATORS SUBJECT TO \\ \ "'":': a�:"~F " ` 1` i F : t� 6 MIN. date: JUNE 3 O 2016 TowlNc UNDER ,' {, f ,� , � ,I` ''/` `'' �' { . � "� ,, :� f� �! �'`` ��_• 6" SQ. GREASE PIPE SIZE AND TYPE PER � drawn by: ARS ORS 811.620 \\ + \\\: ��X; �� ��\��\' �'�\\ ��\' �\ \�\\ff \\\ \\, TRAP WITH HINGED PLANS AND FINE UNDER SIGNAGE AT HEAD CLEANOUT LID UNDISTURBED 1 9 DG ORS 811.615 OF EACH SPACE. \ 1 2 X2'X6" DEEP designer: t- UNDISTURBED SOIL OR "GIBSON STEEL" OR "LYNCH" SU8GR,4DE RiPRAP SPLASH ENGINEERED FILL MANUFACTURED 10 a. STEEL CATCH i PAD project no: 15-002E:2 VAN _, » „9 NOTE: STANDARD: 9 BASIN 24 x24 x36 D AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME DETAILS ANGLE AS SHOWN ON PLAN ACCESSIBLE ONLY FOR SPACE COMPACT: 8' MlN. �' TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE 7 —'-'-r•• DIMENSION PER CITY CODE DESIGNATED ON 3 MlNtMUM COMPACTED CRUSHED ROCK BEDDING �' — _ WHEELCHAIR\ - SITE PLAN. CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION 4.6-115 TABLE 4.5-1 AND FIGURE 4.6A i BETWEEN JOINT TRENCH UTILITIES SHALL BE 12 OR GREATER. _` ` •a •a ` _\\\.R ,,' .r .r" :r,.. .:..3 ..• M1L. ANGLE AS SHOWN ON PLAN �..,, �,.�, � � �. , �_ ..............................................................., NOT USED ON .` �-.:<- � .` \ r mo, , r : w ,: : ?; . ; "' .'• -•, __ } ,----'1 - DIMENSION PER CITY CODE a ' `s a --.,� ON THIS PLAN v���'•'�� `�v w � ~: ...�...... v\:S:.`C.-•\•,o-\.ia. \X�,,, �,.5 "i.:' A,:. y,:.,, , , moi.. , f 4.6-115 TABLE 4.5-1 AND FIGURE 4.6A l ADHERE TO OREGON CURRENT TRANSPORTATION COMMISSION B -+�—' JUL 0 :016 STANDARDS FOR ACCESSIBLE PARKING PLACES (MAY 2012). MOUNT BOTTOM OF SIGNS AT 84" +/- 3" 1' GAP AT CURB CORNER } ne 4`')i 'la U ' ABOVE PAVEMENT AT sheet: EYE -LEVEL. SECTION A -A SECTION B -B DSCALE. STANDARD AND COMPACT PARKING STALL ADA PARKING STALL CATCH BASIN TYPICAL TRENCH SECTION 2 CURB WITH 12" OPENINGS NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE copyright © 2016 Branch Engineering, Inc 0 i tV ".Branch N't I N E E R I N G.. Since 1977 N civil * transportation structural • geotechnical 42" HIGH x 3" DIA. S U R V E Y I N G I I.D. STEEL PIPE �+ Z SCHEDULE 40 310 5th Street Springfield, OR 97477 14"xl x2" STEEL PLATE N!/4" p: 541.746.0637 #" REFLECTIVE RAD. CORNERS AND J"DIA. HOLE www.BranchEngineering.com 24 o TAPE IN CENTER Springfield OR I Salem OR #4 REBAR SHALL HAVE A LOCK FACILITY MONEDGE20FCLE COitNCRETETANCE Cl- N FINISH ���� IcI PR�FFS C) GRADE/PAVING ��' i N F 8' PER PLAN #6278OPE it Digi a y signed by Damien I ert 1 q Dat N � —� � ,�••-�N�•;-`sem:.* v y Hca :=•><—p-,- Q 6.0,t/� E �127) r. j N G1L EXPIRES: JUNE 30, 2017 L .. BASE ASSEMBLY �• -'� i= USE CLASS 3000 CONCRETE project title: P,jf � CONSOLIDATE WITH MECHANICAL VIBRATOR i.,>'' ...u` ", :..x z, ``..�..� 1" I.D. STEEL DRAIN 6" MIN. COMPACTED THICKNESS �' :'$ ` ` . ' ` PIPE SCH40 7 LONG 1 1/2"-0 CRUSHED ROCK \: GRANULAR FREE 15" DRAINING MATERIAL NOTE. SEE ODOT SSTANDARD DRAWING RD 130. 1 tA 1 NOT USED 2 MOUNTABLE CURB 3 BOLLARD SCALE: NONE SCALE: NONE SCALE: NONE 0 0 04.0 Lam AREA DRAIN (SEE PLAN FOR DRAIN TYPE) 0 SEWER AND DRAIN RISER PIPE SITE PAVING (SLOPE TO 6" 4" THICK CONCRETE COLLAR is 6" 3,000 -PSI PCC CONCRETE WITH DRAIN PER GRADING & CLASS 3000 (SEE NOTE BELOW) MEDIUM BROOM FINISH CURB HEIGHT MAY PAVING PLAN) #4 BARS ®16" dd VARY AT CONCRETE OC/EW 7" THICK CONCRETE PAVEMENT Ohl CROSSING CONNECTION, < R = .,p<,.. .n, <` ;` 3500 PSI FIELD STRENGTH ASPHALT CONCRETE TYPICAL ' AS SPECIFIED --- ~�� - j 2, MATCH TO 4 DIMENSION PER PLAN 4 A.. 7c.,"; _ : Z t/�\.'� `:w °° /4 BEND SEWER AND ,.. ; �•: � 9 :..� ..�.,.,�..�,. �, �. .,.�....•�.,._y � �,. ��' 1 DRAIN ELBOW � AC PAVING S MATCH TO . ;f�:�f, _.`' �' ,.. �� �r�:: ;;.: ;�,,:;, ',`i �'�� r4» E PER PLAN LOPE PER P I \`\!\ °\'�•\ \\� Vl\ < \; \ \ \: ��f \ SLOP LAN AC PAVING .� \:• \:. A��, .� \ �. \ �'�. \ \, \ \ � . \ \ `�, A. A: A .SEWER AND DRAIN PIPE �`" CURB �. CURB #4 REBAR fz� €ter f. . COMPACTED CRUSHED ROCK 1 1/2"- 0" CRUSHED CONTINUOUS 8 CRUSHED ROCK 6" LIFT 314" MINUS COMPACTED ROCK ,. CRUSHED ROCK AT 95% RELATIVE ' r `Blom CONCRETE CROSSWALK COMPACTION, MODIFIED PROCTOR #4 BARS 18" O. C. E. W. r z `�, NOTE: LANDSCAPE AND ATRIUM BLOCK UP 3" FROM SURFACES DRAINS SHALL REQUIRE NO CONCRETE COLLAR how RAISED CONCRETE CROSSING PAVEMENT SECTION REINFORCED CONCRETE SECTION 6 AREA DRAIN 7 VALLEY GUTTER SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE low UJ z LIJLJ da Ce O 2' 3" MANHOLE FRAME AND COVER V) UJ N " �� AS SPECIFIED. \ 5/8X2-21 /2" SQ. EDGE FLAT BARS tv� vl EDGE FLAT BAR O „O RIM: X 2-1/2" SQ. --------- SEE PLAN 5/8"X2 -1/2"X30" —� EDGE FLAT BARS PIPE L , SQ. EDGE FLAT BARS LU Q � I N N NOTE: 3/8" CROSS BARS SHALL 3"X2 -112"X318" Z BE FLUSH WITH THE GRATE ANGLE z SURFACE AND MAY BE FILLET WELDED, N RESISTANCE WELDED OR ELECTROFORGED TOALL JOINTS SHALL BE GROUTED —T BEARING BARS. 2' 3' INSIDE AND OUT. PLAN 6„ 24" 6„ 6„ 2' 3-3/8" 6„ FRAME PLAN STANDARD PRECAST MANHOLE SECTIONS .; 36" 3' 3-3/8'= AS REQUIRED. 48" SECTION A - A SECTION B — 8 RUBBER BOOT (42" ONLY IF SPECIFIED) B SPACING 3" O.C. MANHOLE BASE I_ ----- „ i 3/16 1 3/16" (PRECAST BASE SHOWN) - r T 5/8 �iH - ' -.il .._ �- A A `� 5/8"X3" BOLT ---5/8 --#- BASE ROCK OR COMPACTED - - _..._,,\_ date: JUNE 30, 2016 2 EACH END "' CLEAN, NATIVE SAND. 2-1/2" - - , drawn b —J 4 ANCHORS i y ARS NOTES: 1/4" GRATE SECTIONN NOTES: \ ���.�:��� - .� � >�• �� .. designer: QC., 1. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE CONCRETE. TYPE 1 N 1. STANDARD PRECAST MANHOLE SECTION DIAMETER SHALL BE 48". project no: 1 5-002E:2 2. G-2 GRATES MAY BE USED IF APPROVED BY THE USE 42" ONLY IF SPECIFIED BY THE ENGINEER. ENGINEER. FRAME SECTION 2. ALL CONNECTING PIPES SHALL HAVE A FLEXIBLE JOINT WITHIN 18" DETAILS J. CATCH BASIN, FRAME, AND GRATES SHALL MEET H2O OF MANHOLE WALL. LOADING. B 4. INSIDE FRAME DIMENSIONS: 2' 3-3/8"X 2' 8-1/2". 3. SEE MANHOLE BASE SECTION DRAWING FOR BASE DETAILS. �� PLAN 4. ALL MANHOLES SHALL BE VACUUMED TESTED., J 5. MAX. 350' BETWEEN EACH MANHOLE (UNLESS OTHERWISE APPROVED). V Y` M5 4k ;q0-0, Vii)Vii)6. SANITARY MANHOLES PLACED IN CENTER OF STREET. ?� \) 0� 0 sheet: An 0011h g NOT USED g ODOT TYPE V DITCH INLET 1 p MANHOLE SCALE: NONE SCALE: NONE SCALE: NONE copyright O 2016 Branch Engineering, Inc. It FRAME AND RISER RINGS SHALL BE SEALED WITH PREFORMED PLASTIC OR RUBBER TO FORM A FINISH GRADE WATERTIGHT SEAL. GROUT MAY BE USED FOR ,r , r; ,,. ,. rr,n 0 " xit z STORM SYSTEMS. VARIABLE Emm U-1 2 MIN. 0 •- 0 tL PRECAST RISER RINGS it >" a o PLASTIC MANHOLE STEPS SHALL BE — 0 Lr) Ce c> . PROVIDED UNLESS SPECIFIED OTHERWISE LnxNEI= ALL JOINTS SHALL BE SEALED WITHM 101 PREFORMED PLASTIC OR RUBBER RING TO FORM A WATERTIGHT SEAL. revisions ELECTROFORGED TOALL JOINTS SHALL BE GROUTED —T BEARING BARS. 2' 3' INSIDE AND OUT. PLAN 6„ 24" 6„ 6„ 2' 3-3/8" 6„ FRAME PLAN STANDARD PRECAST MANHOLE SECTIONS .; 36" 3' 3-3/8'= AS REQUIRED. 48" SECTION A - A SECTION B — 8 RUBBER BOOT (42" ONLY IF SPECIFIED) B SPACING 3" O.C. MANHOLE BASE I_ ----- „ i 3/16 1 3/16" (PRECAST BASE SHOWN) - r T 5/8 �iH - ' -.il .._ �- A A `� 5/8"X3" BOLT ---5/8 --#- BASE ROCK OR COMPACTED - - _..._,,\_ date: JUNE 30, 2016 2 EACH END "' CLEAN, NATIVE SAND. 2-1/2" - - , drawn b —J 4 ANCHORS i y ARS NOTES: 1/4" GRATE SECTIONN NOTES: \ ���.�:��� - .� � >�• �� .. designer: QC., 1. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE CONCRETE. TYPE 1 N 1. STANDARD PRECAST MANHOLE SECTION DIAMETER SHALL BE 48". project no: 1 5-002E:2 2. G-2 GRATES MAY BE USED IF APPROVED BY THE USE 42" ONLY IF SPECIFIED BY THE ENGINEER. ENGINEER. FRAME SECTION 2. ALL CONNECTING PIPES SHALL HAVE A FLEXIBLE JOINT WITHIN 18" DETAILS J. CATCH BASIN, FRAME, AND GRATES SHALL MEET H2O OF MANHOLE WALL. LOADING. B 4. INSIDE FRAME DIMENSIONS: 2' 3-3/8"X 2' 8-1/2". 3. SEE MANHOLE BASE SECTION DRAWING FOR BASE DETAILS. �� PLAN 4. ALL MANHOLES SHALL BE VACUUMED TESTED., J 5. MAX. 350' BETWEEN EACH MANHOLE (UNLESS OTHERWISE APPROVED). V Y` M5 4k ;q0-0, Vii)Vii)6. SANITARY MANHOLES PLACED IN CENTER OF STREET. ?� \) 0� 0 sheet: An 0011h g NOT USED g ODOT TYPE V DITCH INLET 1 p MANHOLE SCALE: NONE SCALE: NONE SCALE: NONE copyright O 2016 Branch Engineering, Inc. It N 1 1/2 POST CAP, TYP. 6" GALV, STD. PIPE, TYP. - EA. SIDE OF GATE 6" GALVV, STD. PIPE, TYP. EA. SIDE OF GATE WELD ALL CORNERS & T -CONNECTIONS ALL-AROUND, TYP 1 1/2"0 GALV. STD. PIPE, TYP. OF VERTICAL END FRAME MEMBERS 9 GA. GALV. FABRIC TIES AT 24 ox. HORIZ. RAILS & 6" POST CAP, TYP. 3/8"0 TRUSS ROD ASSEMBLY, 1 1/2"0 GALV. STD. PIPE 1 1/2"0 GALV. STD. PIPE, 1 1/4"0 GALVV, STD. PIPE, 14"o.c. VERTICAL BRACES TYP. CONTINUOUS BRACE RAIL TYP. OF TOP AND BOTTOM TYP. OF VERTICAL 10'-0" MAX TO NEXT POST HORIZONTAL RAILS INTERMEDIATE BRACES TYP PL 3/16 x 2 1/2"0 w/ 2"0\r NOT USED. ® GATE TO SWING OPEN IN DIRECTION OF EGRESS TO PUBLIC WAY. O WHERE MODIFYING EXISTING GATE OPENING, USE EXISTING POST AS LATCH POST AND a ;1 I: a HOLE CENTER OF PLATE INSTALL GATE HINGE POST TO MATCH. CUT FENCE FABRIC TO LENGTH AND REINSTALL, : �A $. >� ADJUSTABLE RECEIVER, BRACKET ATTACH WITH U -BOLT. WELD 1/8 FILLET ALL AROUND _NK 3` 1\\ MOUNTING/TAMPER-PROOFING PLATE ® INSTALL VON DUPRIN 98EO US28 EXIT DEVICE w/ VON DUPRIN 99ONL TRIM J G 41 TO GATE FRAME \ `L' ZQ SLOPE AWAY FROM CAST CONCRETE AGAINST P'now'.' ;E1 POST ® 27o MIN.' IF OVER -EXCAVATION ((4. 2"CLR. q OCCURS, BACKFILL ONLY Ird _ `` U WITH CONCRETE vt� ,. URB & GUTTER L k l' -4"O MIN MIN. 12" OR DEPTH TO r .; ` x �r*Vl TYP PER PLAN SUBGRADE AT ADJACENT 4 PAVING. STANDARD GATE ASSEMBLY D=3$ CAST -IN-PLACE CONCRETE (AS SEEN FROM SCHOOL SITE) #4 HOOP TIES FOOTING TYP 2 PLCS. O >. w STD. HOOKS `f �� / ��y4 AT 18 "o. c. % ROTATE HOOK ' > , LOCATION AT 4'-0" DEEP POST FOOTING EACH LAYER CAST CONCRETE AGAINST gon �0, > . .,_ (10) J4 BARS CONTINUOUS UNDISTURBED NATIVE SOIL. ' :..: AT EQUAL SPACING AROUND IF OVER—EXCAVATION OCCURS, fi PERIMETER OF FOOTING. BACKFILL ONLY WITH CONCRETE. , . N ,`. �, . a IN COMMERCIAL GRADE CONCRETE f'c = 2500 psi MIN. W/C = 0.50 MAX 3'-O" DIA. 10 6' CHAIN LINK LOCKABLE SWING GATE SCALE: NONE 4"0 STD. PIPE GALV, —, TYP. (2) PLCS. EA. GATE 10'-0" MAX TO NEXT POST TYP (E) LINE POST 4)-0)) j STANDARD GATE OPENING RAIL TIE f' ';` 6: y cz ;. POST CAP (MATCH EXISTING) LOCKINOX 180' GATE CLOSER FROM HOOVER FENCE CO. TOP RAIL END & BAND /-- (E) GATE POST MMS _1) TENSION BAR Y/7- BRACE RAIL (E) TOP RAIL TRUSS ROD BETWEEN EACH POST WITHIN 10' OF GATE POST TYP EACH SIDE OF GATE NOT USED. ® GATE TO SWING OPEN IN DIRECTION OF EGRESS TO PUBLIC WAY. O WHERE MODIFYING EXISTING GATE OPENING, USE EXISTING POST AS LATCH POST AND a ;1 I: a �00 I INSTALL GATE HINGE POST TO MATCH. CUT FENCE FABRIC TO LENGTH AND REINSTALL, : �A $. >� ADJUSTABLE RECEIVER, BRACKET ATTACH WITH U -BOLT. TERMINAL POST TO NEW GATE POST. MOUNTING/TAMPER-PROOFING PLATE ® INSTALL VON DUPRIN 98EO US28 EXIT DEVICE w/ VON DUPRIN 99ONL TRIM J G 41 E `L' ZQ ;,I CAST CONCRETE AGAINST P'now'.' ;E1 UNDISTURBED NATIVE SOIL. IF OVER -EXCAVATION ((4. q OCCURS, BACKFILL ONLY Ird _ `` U WITH CONCRETE L k l' -4"O MIN �r*Vl TYP POMPANO 4 STANDARD GATE ASSEMBLY SCALE: %" = 1'-0" (AS SEEN FROM SCHOOL SITE) MMS _1) TENSION BAR Y/7- BRACE RAIL (E) TOP RAIL TRUSS ROD BETWEEN EACH POST WITHIN 10' OF GATE POST TYP EACH SIDE OF GATE 2 PEDESTRIAN EGRESS GATE SCALE: NONE copyright O 2016 Branch Engineering, Inc. 1%" INDUSTRIAL LOCKING - DROP ROD LATCH CAST -IN-PLACE CONCRETE FOOTING w/ GALV. SLEEVE WELDED COR TYP L C� 1 1/2"0 STD. Gf PIPE, AT BRACE NOT USED. ® GATE TO SWING OPEN IN DIRECTION OF EGRESS TO PUBLIC WAY. O WHERE MODIFYING EXISTING GATE OPENING, USE EXISTING POST AS LATCH POST AND a 3" BARREL HINGE, TYP. SEE 2a/C4.3 FOR ADDITIONAL DETAILS. INSTALL GATE HINGE POST TO MATCH. CUT FENCE FABRIC TO LENGTH AND REINSTALL, WHERE POSSIBLE. IF OPENING IS BEING REDUCED INSTALL NEW FABRIC FROM EXISTING s ADJUSTABLE RECEIVER, BRACKET ATTACH WITH U -BOLT. TERMINAL POST TO NEW GATE POST. MOUNTING/TAMPER-PROOFING PLATE ® INSTALL VON DUPRIN 98EO US28 EXIT DEVICE w/ VON DUPRIN 99ONL TRIM 2 PEDESTRIAN EGRESS GATE SCALE: NONE copyright O 2016 Branch Engineering, Inc. 1%" INDUSTRIAL LOCKING - DROP ROD LATCH CAST -IN-PLACE CONCRETE FOOTING w/ GALV. SLEEVE WELDED COR TYP L C� 1 1/2"0 STD. Gf PIPE, AT BRACE a 1 l'-4" DIA. 3/16" x 3/4" TENSION BAR w/ 3/4" x 12 GA. TENSION • BRACE BANDS ® 18" OC 9GA. GALV CHAINLINK FABRIC w/ 2" MESH &KNUCKLE SELVAGE EDGES TOP & BOTTOM ^" ^"' V. r/iDTMI TIES c., TYP TOP & STANDARD GATE ELEVATION SCALE I " = 1'-0" (AS SEEN FROM PUBLIC WAY) *44 w/ PL )ED END CAPS L (2) %8" DIA N HOLES AT "OM CAP LATCH GUARD '0 STD. PIPE i•YP. (2) PLCS. ;HAINLINK FABRIC w/ KNUCKLE SELVAGE & BOTTOM E P'now'.' ;E1 q Wiwi . Ird _ �r*Vl NASA' POMPANO gon �0, 04 �IS MUSAP, IOWAa" a 1 l'-4" DIA. 3/16" x 3/4" TENSION BAR w/ 3/4" x 12 GA. TENSION • BRACE BANDS ® 18" OC 9GA. GALV CHAINLINK FABRIC w/ 2" MESH &KNUCKLE SELVAGE EDGES TOP & BOTTOM ^" ^"' V. r/iDTMI TIES c., TYP TOP & STANDARD GATE ELEVATION SCALE I " = 1'-0" (AS SEEN FROM PUBLIC WAY) *44 w/ PL )ED END CAPS L (2) %8" DIA N HOLES AT "OM CAP LATCH GUARD '0 STD. PIPE i•YP. (2) PLCS. ;HAINLINK FABRIC w/ KNUCKLE SELVAGE & BOTTOM FOOTING DETAILS PER HINGE POST FOOTING FULL LENGTH OF t4 HINGE & CLAMP ' U -BOLT —� POST CLAMP HINGE POST BARREL HINGE LINE POST RAIL TIE GATE VERTICAL FRAMING TUBE, TYP. EXIT HARDWARE BRACE RAIL — GATE FABRIC HSS LOCK - ENCLOSURE 2a GATE HARDWARE_ C4.3 SCALE: 1" = 1'-0" LATCH POST & ADJUSTABLE LATCH LATCH GUARD NOTE.- WHERE OTE:WHERE EXISTING GATE LATCH IS MOUNTED TO BUILDING WALL, CONTRACTOR SHALL PRO/'DE AN APPROPRIATE LATCH FOR WALL MOUNT, THRU BOLT POST TO BUILDING 1N A MANNER THAT ALLOWS USE OF ADJUSTABLE LATCH OR APPROVED ALTERNATE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO COMMENCING WORK. M9S Mc�v C.N��S $.e+ex5�aa.Vd �ti VA Branch M"G' I N E E R I N G.= Since 1977 civil • transportation structural • geotechnical SURVEYING ...................................................................... 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.branchEngineering.com Springfield OR I Salem OR #6" 780PE '' Di signed�by Damie ert DateL20,116.06.30 13:12:44 - GIIEGON N G\ EXPIRES: JUNE 30, 2017 project title: ce Jr 1 00 cem 0 if A% FM z MMM AF Lad W LLJ Ln LU 9.0p 00M L1.! rn LL t"-4 tai revisions: date: JUNE 30, 2016 drawn by: ARS designer: DG project no: 1 5-002E:2 sheet: L4m3 E FOOTING DETAILS PER HINGE POST FOOTING FULL LENGTH OF t4 HINGE & CLAMP ' U -BOLT —� POST CLAMP HINGE POST BARREL HINGE LINE POST RAIL TIE GATE VERTICAL FRAMING TUBE, TYP. EXIT HARDWARE BRACE RAIL — GATE FABRIC HSS LOCK - ENCLOSURE 2a GATE HARDWARE_ C4.3 SCALE: 1" = 1'-0" LATCH POST & ADJUSTABLE LATCH LATCH GUARD NOTE.- WHERE OTE:WHERE EXISTING GATE LATCH IS MOUNTED TO BUILDING WALL, CONTRACTOR SHALL PRO/'DE AN APPROPRIATE LATCH FOR WALL MOUNT, THRU BOLT POST TO BUILDING 1N A MANNER THAT ALLOWS USE OF ADJUSTABLE LATCH OR APPROVED ALTERNATE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO COMMENCING WORK. M9S Mc�v C.N��S $.e+ex5�aa.Vd �ti VA Branch M"G' I N E E R I N G.= Since 1977 civil • transportation structural • geotechnical SURVEYING ...................................................................... 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.branchEngineering.com Springfield OR I Salem OR #6" 780PE '' Di signed�by Damie ert DateL20,116.06.30 13:12:44 - GIIEGON N G\ EXPIRES: JUNE 30, 2017 project title: ce Jr 1 00 cem 0 if A% FM z MMM AF Lad W LLJ Ln LU 9.0p 00M L1.! rn LL t"-4 tai revisions: date: JUNE 30, 2016 drawn by: ARS designer: DG project no: 1 5-002E:2 sheet: L4m3 20" DIAMETER LIGHT POLE FOUNDATION. EXTEND 6" MIN. ABOVE FINISHED GRADE ANCHOR BOLTS EXPOSED PORTION SHALL BE ROUND. NON -SHRINK GROUT UNDER POLE BASE COVER 1" CHAMFER 1" CHAMFER EDGE _ FINISHED GRADE 1.4 11 it STIRRUPS, EYP. " PVC SCH40 OR APPROVED FIBERGLASS IE CONDUIT'`` m Q \STIRRUPS 3 ...; • .,+` . . ` .,g,:sa" � EVEN SPACING 3000 PSI CONCRETE REQUIRED ' 3" CLEAR REQUIRED AROUND ALL REINFORCING STEEL SECTIC?N FIBERGLASS LIGHT POLE FOUNDATION NOT TO SCALE i tr }?a 0 2 0 0 0 20" DIA. FOUNDATION. EXPOSED PORTION TO BE ROUND. BURIED PORTION SHALL 12" BE ROUND OR SQUARE SEE PLAN VIEW THIS SHEET. BASE PLATE W/ 9 -JV DIA. BOLT CIRCLE. VERIFY BOLT CIRCLE REQ'S W/POLE MANUFACTURER BASE I" CHAMFER (4) 5/8" x 21' ANCHOR BOLTS BASE COVER PROJECTION - VERIFY WITH 3" HOOK- VERIFY WITHDIMENSIONS WITH POLE MANUFACTURER POLE MANUFACTURER (4) 15 VERTICAL BARS #3 STIRRUP PLAN Id .�`' j ` ,•' •'` '� .:` �`` 1`3+x`' 41 • ® .`\\:i RT 3 4 Via; Z 3/4 LIT OLE `� 13f O`\f\V o C M LIGHTING CONSTRUCTION NOTES: X MAINTAIN AND PROTECT EXISTING J" RIGID METAL CONDUIT CONDUIT. S FURNISH AND INSTALL (S=SIZE) INCH PVC SCHEDULE 40 ELECTRICAL CONDUIT RX REMOVE EXISTING JUNCTION BOX MARKED. PROTECT EXISTING CONDUIT AND WIRING. JB JB FURNISH AND INSTALL 17"X 10"X 12" POLYMER CONCRETE TYPE 1 JUNCTION BOX MARKED 'LIGHTING' WITH CONCRETE APRON. CONFORM COS STD DRAWING 5-22. FURNISH AND INSTALL NEMA 'TWIST TO LOCK' RECEPTACLE AND PHOTOELECTRIC CELL IN FIBERGLASS POLE FOR LIGHTING CONTROL. PHOTOCELL AND RECEPTACLE TO MATCH COLOR OF FIXTURE AND POLE (BLACK). ED FURNISH AND INSTALL 120 VOLT UTHON14 LIGHTING FIXTURE MODEL MRTI LE01 63B530/40K SR3 120V RPA SF DBLXD LUMINAIRE FURNISH AND T INSTALL OPTIONAL VANDAL GUARD (VG OPTION) TO PROTECT FIXTURE. FIXTURE TO BE BLACK AND MATCH COLOR OF POLE. LiT FURNISH AND INSTALL LITHONIA LIGHTING POLE CATALOG NO. RTF 25 6-7X DM19MRTI DBL OR EQUIVALENT TO PROVIDE A 25 FOOT MOUNTING OLE HEIGHT. PROVIDE FULL BASE COVER AND TAMPER PROOF OPTIONS. COLOR OF POLE TO BE BLACK AND MATCH COLOR OF FIXTURE/LUMINAIRE. INSTALL POLE ON CONCRETE FOUNDATION PER DETAILS THIS SHEET. FURNISH AND INSTALL (N) - (G) TYPE XHHW WIRES PER CIRCUITRY DETAIL THIS SHEET. PROVIDE SERVICE WIRE SLACK ADEQUATE TO REACH POWER SOURCE WITHIN BUILDING. COORDINATE WITH SCHOOL DISTRICT/OWNER FOR SERVICE CONNECTION AT EXISTING BREAKER PANEL REROUTE EXISTING CONDUCTOR(S) FROM EXISTING LIGHTING TO NEW JUNCTION BOX. EXTEND TO PHOTOELECTRIC CELL INSTALLED WITH LIGHTING ON THIS PROJECT AS NEEDED TO PROVIDE CONTROL. SPLICE ONLY IN HANDHOLE OR JUNCTION BOX AS NECESSARY. MAINTAIN SERVICE CONNECTION AT X C EXISTING BREAKER PANEL. COORDINATE WITH SCHOOL DISTRICT/OWNER FOR CONTROL ROOM ACCESS. CONTRACTOR TO CONFIRM VOLTAGE DROP COMPLIES WITH APPLICABLE CODES. LOCATIONS OF JUNCTION BOXES, CONDUIT, AND POLES ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE AS DETERMINED IN THE FIELD BY THE ENGINEER. ALL WORK SHALL BE PERFORMED BY AN APPROVED QUALIFIED ELECTRICAL CONTRACTOR. CONTRACTOR SHALL NOT PERFORM ANY WORK WITHOUT INSPECTIONS. CONTACT ENGINEER 48 HOURS PRIOR TO STARTING WORK TO SCHEDULE INSPECTIONS. CIRCUIT DIAGRAM F(�)j POWER SOURCE AT BREAKER PANEL • SPLICE 3Q LUMINAIRE AND POLE NUMBER ® JUNCTION BOX SERVICE DISCONNECT AT CONTACTOR EACH LINE DENOTES ONE PAIR OF #10 XHHW WIRES NOTE.- GROUNDING OTE:GROUNDING NOT ILLUSTRATED ALL FIXTURES WIRED IN PARALLEL SHARE 10AWG XHHW CONDUCTOR TO PHOTO CELL LOCATED IN POLE AT/NEAR FIXTURE Q9 PARKING AREA LIGHTING INCLUDED IN BASE BID EX CONDUCTOR AND CONDUIT INTO BUILDING 2 AT BREAKER PANEL TO REMAIN. VERIFY CIRCUIT LOAD AND CONDUCTOR COMPATIBILITY LIGHT POLE: LITHONIA LIGHTING — RTF 25 6-7X DMI9MRT1 DBL OR APPROVED EQUAL LUMINAIRE: LITHONIA LIGHTING — OMERO MRT1 LED 1 638530140K SR3 120V RPA SF DBLXD CONTRACTOR TO VERIFY MOUNTING COMPATIBILITY, AVAILABLE VOLTAGE AND NOTIFY ENGINEER OF ANY CONFLICTS BEFORE PLACING ORDER. INSTALL POLE IN CONCRETE FOUNDATION PER DETAILS THIS SHEET. • um EXISTING PROPERTY LINE CURB *, EDGE OF ASPHALT ,»,,,,,,»>,,,..,, x..._........- FENCE BIKE RACK CONCRETE LIGHT POLE GRAVEL AREA ELECTRICAL BOX BUILDING 161- FIRE HYDRANT 'w WATER METER TOP FACE OF CURB ELEVATION FIRE DEPARTMENT CONNECTION VALVE i# MAIL BOX �w SIGN GAS VALVE ELECTRIC METER DOWN SPOUT GAS METER GUY WIRE WATER VAULT POWER POLE - -- 3 POWER POLE WITH STREET LIGHT PROPOSED CURB EDGE OF ASPHALT FENCE — — — — - ELECTRIC CONDUIT LIGHT POLE ® LIGHT POLE CONCRETE CATCH BASIN AREA DRAIN SIGN • TREE 4q �Piica-wok st"19 JUL 0 1 DIS GRAPHIC . mm 1111110 11111. " LIT — r= OLECED ;r • t/ B� � � 4 `,. {"{;`� .....,{,\,.� �'�\�\ �'•f ,,' , s'p, t � L t T 1 �~�' "`.,.._-»..`�.�_ �^} i�r"�"���w,,,_.-^''.•-''' t� �2'..t �✓ i 3' OLE - 8 ' B 2 45 a'^t ,Z .y :3 0, t - .. �R �. .\F. orf " •' ., 4 " ED LIT ED ® 2 I OLE ��- LIT n� 0 Q ` N' ' f OLE " s, 12 1i , _, h 0.;K, � ��.✓` \lvf r� i �a Oa — �1� WIC a� ,UIQ .ar as � �—� � C� � �� ........',.,„,,.. 2 - ` •% JB Oat i. f T 2 1 JB »»...._ .,.». ,.,,.. ., » .....,.. ....,.� .»» X...» -» \.......»......� 1 ... ... », JB D".,....,». v ».. » »..,._ FTJ . f _ » =WF11, up- » ........... ............. ..»..», ,o... ».. �..»..:.))„.....»».,»....,..�....,.,..,,.... tea^^•^ _ (60 RIGHT—OF—WAY) copyright © 2016 Branch Engineering, Inc. ranch t N G IN E E R I NG.-- Since1977 civil • transportation structural • geotechnical SURVEYING », ».............. .. , ,,., ...., 310 St h Street Springfield, OR 97477 p: 541 .746.0637 www.BranchEngineering.com Springfield OR I Salem OR Digi a y signed by Damien c ert Da 16.06.30 13:13:23 - 0 G ON EXPIRES: JUNE 30, 2017 project title: ce 0 < I 1 LU CL INN omqqll, 661 LAJ LU W (." Q) LU J aJ LU ® Z,.✓ UM 6.d / pMA rL t V V d revisions: date- JUNE 30, 2016 drawn by: ARS designer: DG project no: 15-002E:2 J, t sheet: T I DECIDUOUS TREE EVERGREEN TREE BIKE RACK LIGHT POLE I; ELECTRICAL BOX COMMUNICATION BOX TOP FACE OF CURB ELEVATION x ` GROUND ELEVATION x ELECTRIC METER •�� GAS METER WATER VAULT i� UNKNOWN UTILITY VAULT CATCH BASIN kq AREA DRAIN ALL DISTANCES SHOWN ARE IN FEET. CONTOUR INTERVAL = 1 FOOT 4q �Piica-wok st"19 JUL 0 1 DIS GRAPHIC . mm 1111110 11111. " LIT — r= OLECED ;r • t/ B� � � 4 `,. {"{;`� .....,{,\,.� �'�\�\ �'•f ,,' , s'p, t � L t T 1 �~�' "`.,.._-»..`�.�_ �^} i�r"�"���w,,,_.-^''.•-''' t� �2'..t �✓ i 3' OLE - 8 ' B 2 45 a'^t ,Z .y :3 0, t - .. �R �. .\F. orf " •' ., 4 " ED LIT ED ® 2 I OLE ��- LIT n� 0 Q ` N' ' f OLE " s, 12 1i , _, h 0.;K, � ��.✓` \lvf r� i �a Oa — �1� WIC a� ,UIQ .ar as � �—� � C� � �� ........',.,„,,.. 2 - ` •% JB Oat i. f T 2 1 JB »»...._ .,.». ,.,,.. ., » .....,.. ....,.� .»» X...» -» \.......»......� 1 ... ... », JB D".,....,». v ».. » »..,._ FTJ . f _ » =WF11, up- » ........... ............. ..»..», ,o... ».. �..»..:.))„.....»».,»....,..�....,.,..,,.... tea^^•^ _ (60 RIGHT—OF—WAY) copyright © 2016 Branch Engineering, Inc. ranch t N G IN E E R I NG.-- Since1977 civil • transportation structural • geotechnical SURVEYING », ».............. .. , ,,., ...., 310 St h Street Springfield, OR 97477 p: 541 .746.0637 www.BranchEngineering.com Springfield OR I Salem OR Digi a y signed by Damien c ert Da 16.06.30 13:13:23 - 0 G ON EXPIRES: JUNE 30, 2017 project title: ce 0 < I 1 LU CL INN omqqll, 661 LAJ LU W (." Q) LU J aJ LU ® Z,.✓ UM 6.d / pMA rL t V V d revisions: date- JUNE 30, 2016 drawn by: ARS designer: DG project no: 15-002E:2 J, t sheet: T I N N STUDENT RESERVED NO STAFF W_2 INSTALL 8" WIDE WHITE LINE PER MANUFACTURER'S SPECIFICATIONS; SEE STANDARD DRAWING PICK-UP DO NOT EXIT PARKING [PARKING FANO PARKING TM500._FA T R R'gyp/ INSTALL 4 WIDE WHITE LINE TO MARK PARKING AND LOADING AREAS PER MANU CUE S AND ONE VVAY ACCESSIBLE ADING STAFF QNLY SPEC1FtCATIONS; SEE STANDARD DRAWING TM500. SEE PARKING SPACE DETAIL 9, SHEET C4.1. DROP-OFF slGN No. 3 ENTER ONLY SIGN NO. "7 �� PARKING HCINSTALL AREA DRAWING'�M500. STRIPE PARKING STALL LEGEND 8, SHEET C4. 1. MARKING DETAILS PER ODOT STANDARD ?8 X 9 SIGN NO. 2 24" X 8" 18" X 120 'ONE—WAY' (LEFT) SIGN NO. 4 SIGN NO. 5 SIGN NO. 6 ACCESSIBLE' SIGN NO. 8 SIGN NO. 9 SIGN NO. 10 INSTALL WHITE STOP BAR PER MANUFACTURER'S SPECIFICATIONS, • SEE STANDARD DRAWING TM503 SIGN N0.1 RIGHT ARROW MUTCD R6-1 L 18» X 18» 18» X 12» 180 X 12» SUPPLEMENTAL 18» X 12» 18» X 12» 18" X 12" $ AND TM530. SUPPLEMENTAL PLAQUE 18" X 24" 'DO NOT ENTER' 'EXIT ONLY' 'DISABLED PLAQUE 'NO 'NO 'ND MUTCD M6 -1R MUTCD R5-1 CUSTOM SIGN PARKING' MUTCD R7 -8a PARKING PARKING PARKING ' "STUDENT PICK UP INSTALL RIGHT TURN ARROW, PER MANUFACTURERS SPECIFICATIONS; SEE STANDARD DRAWING AND MUTCD R7-8 LOADING LOADING LOADING RA DROP OFF AREA' ZONE' ZONE' ZONE' TM50?. CUSTOM SIGN MUTCD R7-6 MUTCD R7-6 MUTCD R7-6 G) INSTALL LEFT TURN ARROW PER MANUFACTURER'S SPECIFICATIONS, SEE STANDARD DRAWING TM501. SA INSTALL STRAIGHT ARROW, PER MANUFACTURER'S SPECIFICATIONS; SEE STANDARD DRAWING TM501. CDINSTALL LEFT—TURN STRAIGHT ARROW, PER MANUFACTURER'S SPECIFICATIONS, SEE STANDARD DRAWING TM501. NOLRA INSTALL LANE REDUCTION ARROW FOR RIGHT—LANE ENDS PER MANUFACTURER'S SPECIFICATIONS, PARKING SEE STANDARD DRAWING TM501. BUS PPL INSTALL CUSTOM PAVEMENT LEGEND STUDENT PICK—UP AND DROP OFF LANE USE 1.0 TEXT LOADING HEIGHT. a. ZONE CW—S STANDARDDRAWING TMTM530. STAGGEREDINSTALL CONTINENTAL03 AND SWALK PER MANUFACTURER'S SPECIFICATIONS AND ODOT SIGN NO. 15 SIGN NO. 16 SIGN NO. 17 SIGN NO. 18 STOP INSTALL SIGNS 'L'STOP' LEGEND PER ETTER PROPORTIONS. MANUFACTURER'S SPECIFICATIONS AND ODOT STANDARD SIGN NO. 13 SIGN NO. 14 18" X 12" 30" X 30" 24" X 24" 24" X 12" SIGN NO. 12 'NO PARKING 'STOP' 'PEDESTRIAN 'DIAGONAL ARROW' 'ONLY' , 24" X 24" 2RI X 24" 24" X 24" BUS LOADING MUTCD R1-1 CROSSING' SIGN SIGN (PLAQUE) ON INSTALL ONLY LEGEND PER MANUFACTURERS SPECIFICATIONS AND ODOT STANDARD DRAWING 'LANE ENDS' 'NO RIGHT TURN' 'NO TCD TURN' ZONE' TM503 AND TM530. MUTCD R4 -2R MUTCD R3-1 MUTCD R3-2 ..CUSTOM SIGN MUTCD R 1-5bR MUTCD W t 6-7P OINSTALL 'COMPACT' LEGEND PER MANUFACTURER'S SPECIFICATIONS IN PARKING SPACES MARKED 'C' C PER PLAN THIS SHEET. STAFF INSTALL 'STAFF' LEGEND PER MANUFACTURER'S SPECIFICATIONS IN PARKING SPACES MARKED 'STAFF'. WS INSTALL 6"X6' WHEEL STOP WHERE SHOWN. copyright © 2016 Branch Engineering, Inc. ALL STRIPING MATERIALS SHALL COMPLY WITH OREGON STANDARD DRAWINGS, 2015 EDITION. ALL LONGITUDINAL LANE MAKINGS AND LINES MARKING PARKING STALLS SHALL BE PAINT. PREFORMED THERMOPLASTIC FILM SHALL BE USED FOR ALL CROSSWALK STRIPING AND ARROW LEGENDS. >, I 101 rem ► tell 0 %1b FURNISH AND INSTALL NEW ALUMINUM SIGN (N) ON NEW SIGN SUPPORT (M=POST MATERIAL) REFER TO ODOT STANDARD DRAWINGS TM676, TM678, AND CITY OF SPRINGFIELD DETAIL 5-18 REMOVE EXISTING SIGN AND SIGN SUPPORT. RELOCATE EXISTING SIGN AND SIGN SUPPORT. MAINTAIN AND PROTECT EXISTING SIGN. N = SIGN NUMBER M = POST MATERIAL MATERIAL OPTIONS ARE W = WOOD GS = GALVANIZED STEEL PIPE U = GALVANIZED STEEL U—CHANNEL C = CUSTOM, SEE DETAIL 1, SHEET C4.2, MOUNT TO GATE _.. _. -- ......... K - ....v.. ..... 5=0 EXISTING PROPERTY LINE . POWER POLE WITH STREET LIGHT PROPOSED CURB G? i EDGE OF ASPHALT ... ; .. FENCE .41 CONCRETE jsivK� GRAVEL AREA BUILDING 3. FIRE HYDRANT wR WATER METER FIRE DEPARTMENT CONNECTION ,,�C, \ VALVE ?%r MAIL BOX x SIGN E) GAS VALVE °;; = DOWN SPOUT GUY WIRE POWER POLE . POWER POLE WITH STREET LIGHT PROPOSED GROUND ELEVATION fm ELECTRIC METER G? i DECIDUOUS TREE WATER VAULT .41 jsivK� EVERGREEN TREE BIKE RACK LIGHT POLE i ELECTRICAL BOX COMMUNICATION BOX ,,�C, \ TOP FACE OF CURB ELEVATION x GROUND ELEVATION fm ELECTRIC METER G? i GAS METER WATER VAULT jsivK� UNKNOWN UTILITY VAULT CATCH BASIN AREA DRAIN ALL DISTANCES SHOWN ARE IN FEET CONTOUR INTERVAL = 1 FOOT CURB EDGE OF ASPHALT FENCE 8" ST STORMWATER PIPE CONCRETE CATCH BASIN fi� WN AREA DRAIN g SIGN VIlu- 00 ,0 q F' u TREE t't►J>Ui J GRAPHIC SCALE 0 10 20 _.. ............._. ..Y®ANDA AV.E. --- - — � — (60' RIGHT—OF—WAY) RIX U{ l I.: 1� 9;z\ faw ."Branch H G IN E E R ING.= Since 1977 civil ® transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 -----_---------- ... ...........w.._...,_,........_.."......_.....,._...... www. Branch Eng ineering.com Springfield OR I Salem OR PR�FF� 41, #b2780PE Digita y signed by Damien i ert Da 6.0�6�Q13bN55 09� AUC Y IFN G EXPIRES: JUNE 30, 2017 date: JUNE 30, 2016 drawn by: ARS designer: DG project no: 15-002E:2 SIGNING AND STRIPING PLAN sheet: N G 11 M 81 M " : i I (6) PROVENCE LAVENDER 1 (10) FOUNTAIN GRASS (9) PRIVET HONEYSUCKLE (1) GREEN VASE ZELKO 'A I I y J :E • I J i� I yyb O yam, J ! bis (1) GREEN VASE ZELKOVA - I\ (32) FOUNTAIN GRASS i (12) MAGENTA ROCK ROSE (16) PRIVET HONEYSUCKLE Qty. I Botanical Name Common Name -z _e Comments TREES 9 Acerfreemanii Autumn Blaze Maple 2" cal. Matched, evenly branched 2 Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 2" cal. Matched, evenly branched 8 Nyssa sylvatica Black Tupelo 2" cal. Matched, evenly branched 4 Zelkova serrata'Green Vase' Green Vase Zelkova 2" cal. Matched, evenly branched SHRUBS 36 Cistus pulverulentus 'Sunset Magenta Rockrose 5 gal. 6 Cornus stolonifera'Farrow' Arctic Fire Redtwig Dogwood 5 gal. 35 Cornus stolonifera'Kelseyi' Kelsey Redtwig Dogwood 5 gal. 50 Lonicera pileata Privet Honeysuckle 5 gal. 17 Mahonia aquifolium 'Compacta' Compact Oregon Grape 5 gal. 21 Prunus laurocerasus 'Otto Luyken' Otto Luyken Laurel 5 gal. 31 Spiraea douglasii Douglas Spirea 5 gal. Plant 36" o.c. 27 Viburnum davidii David Viburnum 5 gal, PERENNIALS 11 ILavandula intermedia'Provence' I Provence Lavender 1 gala GRASSES 23 Calamagrostis acutiflora'Karl Foerster' Karl Foerster Feather Reed Grass 1 gal. 317 Juncus patens Spreading Rush 1 gal. 5 Panicum virgatum 'Northwind' Northwind Switch Grass 1 gal. 36 Panicum virgatum 'Shenandoah' Shenandoah Switch Grass 1 gal. 93 Pennisetum alopecuroides Fountain Grass 1 gal GROUNDCOVER 654 Fragaria chiloensis Beach Strawberry 4" pot Plant 18" o,c. 23 Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel 3 gal. (6) DAVID VIBURNUM (10) PRIVET HONEYSUCKLE (1) BLACK TUPELO d ° Q d d Q - n ° G ° (14) FOUNTAIN GRASS i\ d (320) BEACH STRAWBERRY {18" 0 C..) • !%j/ 31 DOUGLAS SPIRAEA 3' O.C.. / //. / A / / (2) BLACK TUPELO (2) GREEN VASE ZELKOVA (24) KELSEY REDTWIG DOGWOOD ( (14) SPREADING RUSH 24) FOUNTAIN GRASS (11) COMPACT OREGON (8) MAGENTA ROCK ROSE--•_,_.� GRAPE ' O (15) PRIVET HONEYSUCKL i r ' you1mv ff 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. P lI DDOP MgC2 �4 SI)s 512rtyq�, J a,( d p c 6 d C --44,Q d G ° ° a a 180 d d V4'7 4 d °°. - d .. ° I.n d d d a G q' / .,,.& i a.l it t' lin=�>:. •: >. :: — i _ a _......_. o — — ° a I I _. 3. o J y:. r� I I ~-- — -- ---- (1) GREEN MOUNTAIN SUGAR MAPLE-) — — — -- __ (5) NORTHWIND SWITCH GRASS —� (11) KELSEY REDTWIG DOGWOOD (15) MOUNT VERNON LAUREL copyright ©2016 Branch Engineering, Inc. a (5) BLACK TUPELO ' .11 (303) SPREADING RUSH (24" O.C.)1 (334) BEACH STRAWBERRY (18" O.C.) - - R v — SEED OR SOD TO MATCH EXISTING LAWN IN AREAS DAMAGED BY DRIVEWAY, d /� PARKING, SIDEWALK AND � OTHER CONSTRUCTION %7777:/:•/ , ' -7-7,-7-"`7_7-1—, LEGEND DESCRIPTION -I- EX. DECIDUOUS TREE TO REMAIN c PROPOSED TREES, SHRUBS, i AND GRASSES AND PERENNIALS LAWN GROUNDCOVER • • STORMWATER GRASSES LANDSCAPE ARCHITECTS - SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.686.4540 Fax: 541.686.4577 www.schirmersatre.com r- a _,Rranch G.- Sh= 1 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Salem OR /J1 J)jj i LL Z 1 LO N o I \\��\ c EXISTING TREE TO REMAIN G (6) COMPACT OREGON GRAPE (8) MOUNT VERNON LAUREL (6) ARCTIC FIRE REDTWIG— revisions: DOGWOOD (1) GREEN MOUNTAIN SUGAR MAPLE ---1 �w� (5) MAGENTA ROCKROSE (5) PROVENCE LAVENDER ` 13 FOUNTAIN GRASS (23) KARL FOERSTER FEATHER REED GRASS (7) OTTO LUYKEN LAUREL ( ) ---i 11) MAGENTA ROCKROSE (21) DAVID VIBURNUM (9) AUTUMN BLAZE MAPLE ( (14} OTTO LUYKEN LAUREL(36) SHENANDOAH SWITCH i I ! I ! ! ��t�ls ! ��t 1s �b1s ��� s e ls' -I�'ls , -J-4v �dls; �dls ` ��dls GRASS r 1 I ? I I �t/1„ _JJVJ. 17 V1J 141V 31I (D ! I I a 1 I f i ! i VIS Jivis 1_JJV1S ��'V1S, I I , I I �J�1S����1Si ��b1_S;JY1S1 -Yj 1S1 IL� — - .' ,s date. JUNE 29, 2016 . t. : 1 i ' k .. :LA. W II. • N F a.. ° 1 drawn by: , r ' f,... - .. ,If designer: a 11 ,ts'f .. a ..i ;v i i + , I�; F .. ...:R.........«.: .ro I : t. O' 41 t - -------SEED OR SOD TO MATCH -- y (60RIGHT—OF—WAY) Y) EXISTING LAWN IN AREAS DAMAGED BY DRIVEWAY, PARKING, SIDEWALK AND — OTHER CONSTRUCTION ? f; \ project o. - ro e n �p J 15 0026.2 PLS •T1 7 �\ iN — ,_. L AN N Scale:1" = 20' - 0" 0 10 20 40 sheet: Ff St 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 <. z g� b� COMPACT BASE s & MATERIAL bo •- o _ SCHEDULE 40 IRRIGATION SLEEVE, SEE PLAN FOR SIZE & LOCATION. —i — ---COMPACT SUBGRADE IRRIGATION SLEEVE N.T.S. IOT $OX LB2 FROST PROOF ENCLOSURE - GREEN NILKINS 975XL2 BACKFLOW 'REVENTER-1-1/2" 3ALL VALVE PIPE TO IRRIGATION SYSTEM V DEPTH CONCRETE PAD 1" 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. 11waning 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 SET TOP OF BOX FLUSH WITH FINISH GRADE. FINISH GRADE / TOP OF MULCH LAYER UNION COUPLING EACH SIDE OF CONTROL VALVE (4) 2"X4"X8" CONCRETE BRICK SET ON FIRM LEVEL SUPPORT ON SURFACE OF VALVE SUMP CONTROL WIRES PIPE BACKFILL PIPE BEDDING IRRIGATION MAINLINE FILTER FABRIC I Ilil�iill=''� � X i�2" 4? — v N z_ 'v - 00 CONTROL VALVE ASSEMBLY copyrFght ©2016 Branch Engineering, Inc. _y- TTi Trl 11_i; rrr' 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 00 PVC SCH 40 TEE OR ELL IRRIGATION LATERAL SWING PIPE ASSEMBLY PLANT TABLET(S)- QUANTITY PER MANUFACTURER' HIGH RATE. PLANTING BACKFILL — 0 NOTE: 1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. 4 SPRAY HEAD SPRINKLER N.T.S. ��a� o� OUTSIDE WALL o3 g O SECURE TO WALL g � `r3�°Il � o CONTROLLER WITH III I o 4 LOCKABLE CASE TREE STAKES D.F. 2" x 2" x 6' MULCH TREE TIES 1Y"' DIA. CONDUIT AND FITTINGS - Grow Straight or approved PAINT TO MATCH WALL IMPORTANT: Root crown to be a minimum X of 4" above finish grade. WIRES TO REMOTE CONTROL VALVES PLANT SAUCER co Form 3" rim �r WIRES TO ELECTRICAL SUPPLY FINISH SURFACE 11�1�1 - BACKFILL Fill halfway and water thoroughly _ before backfilling. UNDISTURBED Ilr 1�1 TREE PEDESTAL 900 ELL - 1 y2' DIA. CONDUIT, SEE OR COMPACTED SUBGRADE = i - (=j j Ijlll Prepare subsoil to prevent settling ELECTRICAL i— —1 IT=III-IIT-III 111- I-1 T ..Ilk I 1 .► 0 NOW] AI 1 /-IIAI onnnn cno RAI a f U /--', cnr_cc CH 1" P OF SUBGRADEV TYP. PLANT BED PROFILE N.T.S. 2x diameter of rootball NOTE: 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 11-18-94 �[e WN �'Piil�-onoaaj rA 4r� 5 R6 K;q Yr"2 Since 19'17 civil . transportation structural a geotechnical SURVEYING 310 5th Street Springfield, 0R 97477 P: 541.746.0037 �pnngrneia vK I z>aiem vK date: JUNE 29, 2016 drawn by: designer: project no: 15-002E:2 IN ION NMI "0:1611 sheet: 4" MULCH -'� HOLD 2" FROM TRUNK ROOT CROWN 4" ABOVE FINISH GRADE. ° + — FINISH GRADE III (� — ROUGHEN ROOTBALL NOTE: 1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. 4 SPRAY HEAD SPRINKLER N.T.S. ��a� o� OUTSIDE WALL o3 g O SECURE TO WALL g � `r3�°Il � o CONTROLLER WITH III I o 4 LOCKABLE CASE TREE STAKES D.F. 2" x 2" x 6' MULCH TREE TIES 1Y"' DIA. CONDUIT AND FITTINGS - Grow Straight or approved PAINT TO MATCH WALL IMPORTANT: Root crown to be a minimum X of 4" above finish grade. WIRES TO REMOTE CONTROL VALVES PLANT SAUCER co Form 3" rim �r WIRES TO ELECTRICAL SUPPLY FINISH SURFACE 11�1�1 - BACKFILL Fill halfway and water thoroughly _ before backfilling. UNDISTURBED Ilr 1�1 TREE PEDESTAL 900 ELL - 1 y2' DIA. CONDUIT, SEE OR COMPACTED SUBGRADE = i - (=j j Ijlll Prepare subsoil to prevent settling ELECTRICAL i— —1 IT=III-IIT-III 111- I-1 T ..Ilk I 1 .► 0 NOW] AI 1 /-IIAI onnnn cno RAI a f U /--', cnr_cc CH 1" P OF SUBGRADEV TYP. PLANT BED PROFILE N.T.S. 2x diameter of rootball NOTE: 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 11-18-94 �[e WN �'Piil�-onoaaj rA 4r� 5 R6 K;q Yr"2 Since 19'17 civil . transportation structural a geotechnical SURVEYING 310 5th Street Springfield, 0R 97477 P: 541.746.0037 �pnngrneia vK I z>aiem vK date: JUNE 29, 2016 drawn by: designer: project no: 15-002E:2 IN ION NMI "0:1611 sheet: z z a n 0- 00 00 M IN ,o a zz N t0 O " BRIGGS MIDDLE o SCHOOL HAYDEN RIDGE RD Lr___ r Z RAMBLING DR. LEMOND BONNIE LN HWY 126 VICINITY MAP N.T.S. warms mikbv EC 1 — LDAP NOTES AND DETAILS EC2 — LDAP SITE PLAN � NDAV. LA mUA ELEMENTARY SCHOOL __TPARKING LOT RECONSTRUCTION LAND &DRAINAGE ALTERATION PERMIT SPRINGFIELD, OREGONZ LTD BUS STOPS LAND AND DRAINAGE ALTERATION PROGRAM (LDAP) GENERAL (VOTES 1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIRED. ISSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT—LADEN WATER DOES NOT LEAVE THE SITE. 3. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UNTIL ALL CONSTRUCTION 1S COMPLETED AND ACCEPTED AND VEGETATION / LANDSCAPING IS ESTABLISHED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND WITHIN THE 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE—VEGETATION HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING WITH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ECT.). 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT—OFWAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED. 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER-77GHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM. 10. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORM WATER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. APPROVAL OF A DEWATERING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINT, THINNERS, FUELS, AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED RESOURCES. 13. THE ESC FACILI77ES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). copyright © 2016 Branch Engineering, Inc. LOCATION 2350 YOLANDA STREET SPRINGFIELD, OREGON 97477 TAX MAP: 17-03-24-41 TAX LOT. • 3002 SITE TABULATIONS PROJECT SITE = 9.3 ACRES TOTAL AREA OF DISTURBANCE = 1.9 ACRES WATERCOURSE ACCORDING TO THE WATER QUALITY LIMITED WATERCOURSE MAP THE S1 TE IS OUTSIDE OF THE LOCAL WETLAND INVENTORY. IT IS ALSO OUTSIDE OF THE RIPARIAN CORRIDORS FLOODPLAIN ACCORDING TO FEMA FIRM #41039C1153F THE SITE IS ZONED AS SHOWN ON THE EXISTING CONDITIONS MAP. SOIL TYPES ACCORDING TO THE NATIONAL CONSERVA77ON SERVICE WEBSITE MAPPING SERVICES, THE EXIS77NG SOILS ON THIS S17E ARE: (32) COBURG—URBAN LAND COMPLEX (76) MALABON-URBAN LAND COMPLEX CONSTRUCTION SCHEDULE MOBILIZATION AND EROSION CONTROL MEASURES JULY 2016 EARTHWORK JULY 2016 STORM WATER DRAINAGE PIPE WORK JULY 2016 PAVING AUGUST 2016 LANDSCAPING SEPTEMBER 2016 CLEAN UP SEPTEMBER 2016 FINAL SEPTEMBER 2016 WET WEATHER CONSTRUCTION PRACTICES REQUIRED BETWEEN OCTOBER 1 AND APRIL 30 ,.. r � e•, .,, .>.: ^f as �r, �— �1 aW►—Fx" i x_66 Mid, —ampudw ow" &OWN O*dw ftarxk use to 0M1wwVhf1w'.V phnik dim of tv and iM S IAMW �e fid% mdft"t 'n"�r td to or $k �\ ISO& polo"chwk tsw 101r5 or A010M T aw +ewe" fPW SLOPES Trt"°. ,odd IQ r from 1A069 Mffla Or OCOPW Bft- wak s4&xW &rrw dt too of _44ft �f Iwo STAPLE DETAIL PIN STAPLE Sv"Ibw ffoi GRAVEL FILLED SANDBAGS OR BIO—BAGS ARE STACKED TIGHTLY / Com( /I,- PONDING HEIGHT M 0 �V CPN rt'yP1lV--06o'bq MSS N GYtiriS 2ziet'�i9Urd,y(� 13 0 1� PLAN VIEW M 1. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL OR BARK CHIPS, LAYERED AND PACKED TIGHTL Y. 2. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. SECTION A — A DIVERSION RIDGE REOUIRED WHERE GRADE EXCEEDS 29 2 OR GREATER ADW 1ftP pA . FILTER FABRIC SEC'T'ION A — A NOTE- STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW BALES OR CONTINUOUS BERM OF OR OTHER APPROVED METHODS EQUIVALENT HEIGHT TO CHANNELIZE RUNOFF TO BASIN AS REOUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY tib � FLOW FLOW A O A. 20' MIN E -N06 I N E E R I N G.= Since 1977 civil • transportation structural • geotechnical SURVEYING ................................................................... 310 5th Street Springfield, OR 97477 p: 541.746.0637 _.......................... www.BranchEngineering.com Springfield OR I Salem OR PRDFFS #6278OPE r' Digitally signed byDamienGilbert Da 6.0C� () 1G N$S �16N G\�� EXPIRES: JUNE 1710, 2017 project title: ce 0 1 tA 00 0 3: z tA <k �. >M LLJ Oda Lai LLJ E�tJ z LLJ Lei z Lj.J >= < O I.L z fit >- C) _ LPi C)I� aOF= 0 M In— Lin fV Ln revisions: date: JUNE 30, 2016 drawn by: ARS designer: DG project no: 15-002E:2 LDAP NOTES AN DETAILS sheet: ` DIVERSION RIDGE 20' MIN. PLAN NOTES.- 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN WHEELS SHALL BE' TEMPORARY CLEANED PRIORSSARYTO ENTRANCE ONTO PUBLIC RIGHT=OF—WAY. GRAVEL 3. WHEN WASHING IS REQUIRED, IT SHALL BE ON AN AREA TH CRUSHED C 0 S TR T T C T TN STONE THAT DRAINSDONE ( NTOILAN APPTABZED/RO ED SEDIMENT TRAP OR SEDIMENT BASIN. ENTRANCE/EXIT NOT TO SCALE E -N06 I N E E R I N G.= Since 1977 civil • transportation structural • geotechnical SURVEYING ................................................................... 310 5th Street Springfield, OR 97477 p: 541.746.0637 _.......................... www.BranchEngineering.com Springfield OR I Salem OR PRDFFS #6278OPE r' Digitally signed byDamienGilbert Da 6.0C� () 1G N$S �16N G\�� EXPIRES: JUNE 1710, 2017 project title: ce 0 1 tA 00 0 3: z tA <k �. >M LLJ Oda Lai LLJ E�tJ z LLJ Lei z Lj.J >= < O I.L z fit >- C) _ LPi C)I� aOF= 0 M In— Lin fV Ln revisions: date: JUNE 30, 2016 drawn by: ARS designer: DG project no: 15-002E:2 LDAP NOTES AN DETAILS sheet: GRAPHIC SCALE 30 0 20 30 60 IN FEET :opyright @ 2016 Branch Engineering, Inc. ......... . x ........... ... . ...... X 3 ' ' / 11-000, 01 - XI -Z A IN '00000, "0 6' CHAIN LINK f FENCE 0000� a CHWAr, FENCE q 0 X A, IV x i{ rA Al. A— A p Ott \ . .......... J iii x x r 51 1111, � oo, it it A x x > Al A art co X A a x x J! A A 10 15 S53*19'25*E 634.77 41 ...... . .... ...... X. 1_111,.,;`...... ....... —X ..... 1-1---"'\---.-'\ . ..... . .....x'111_�---'\-- ,.X„ 1111., ... �( / _1111-K . ........ \— .. . ....... "r -n .0, 'Z 1111. 4M 1-000, of LEGEND / LIMITS OF DISTURBANCE ZONE AE 0 0 0 BASE FLOOD ELEVATIONS DETERMINED ORANGE CONSTRUCTION FENCING -'p FLOOD ZONE BOUNDARY BIO -BAG SEDIMENT BARRIER 000 CATCH BASIN INSERT < DRAINAGE PATTERNS PPP 1--00'0 TREE TO BE REMOVED V, 'xj z x5x� cl,".. Ai A /' ffrr} x NOTES k Ir INSTALL CATCH BASIN SEDIMENT FILTER INSERT PER DETAIL SHEET EC1. CONSTRUCT CONSTRUCTION ENTRANCEIEXIT PER DETAIL SHEET EC1. IV CONSTRUCT CONCRETE WASHOUT AREA PER DETAIL SHEET EC1. SUGGESTED LOCATION FOR STAGING AREA. FINAL LOCATION TO BE SELECTED BY CONTRACTOR. A SUGGESTED LOCATION FOR STOCKPILING AREA. INSTALL PLASTIC SHEETING ON STOCK PILE PER ODOT V STANDARD DETAIL 6001 (SHEET EC1). FINAL LOCATION TO BE SELECTED BY CONTRACTOR. V Is INSTALL ORANGE CONSTRUCTION FENCING AROUND TREES AND SWALE AREAS TO BE PROTECTED - KJ / -- --------- INSTALL BIO -BAG SEDIMENT BARRIER PER DETAIL SHEET EC1. SUGGESTED LOCATION FOR DEBRIS AND GARBAGE AREA. INSTALL PLASTIC SHEETING ON DEBRIS PILE PER A 7; ODOT STANDARD DETAIL 6001 (SHEET EC1). FINAL LOCATION TO BE SELECTED BY CONTRACTOR. 7 \��*�\\, ` f ' `�\ {` r r .0, Q11, , W'M . ......... .. > P, x Xx AREAS OF 100 YEAR FLOOD XIN ZONE X AREAS OF 500 -YEAR FLOOD, WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH Or DRANAGE AREAS LESS THAN 1 SO. MILE, AND AREAS PROTECTED BY LEVEES FROM 100 YEAR FLOOD. x xf i A b, W FFE.- 459.7± ~`f''rrs �, �\�' \\`a' ,fr = wow X ell IZC41 . ..... . ... °r rMURIVII, A . ...... . ....... <1 x I- Q\51 Vx 'X 5 xx 5 N771' x x f r 'f r f r r� \ � ^`�'' V A if FFE. 459.71 j; 3 WROUGHT . 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'CONSTRUC71ON ENTRANCEIEXff < Q- 101111.. - A V 0\1) -1-< x W J 1111. ,4 asxW , zz".. ...... <1 • 111 N8758'13V 611.10 - - ----- 46, A., W N, -A ... . ....... �iv - . ..... . . .... ........... 4r�i. �1--1-1--.-----'—' .... . ........ ..... . . .... . ........ -- — ------- - . ....... ... . .......... . ........ ....... . ........ 1111 ........... ...... . ......... 91119*1111111111 "1 d 1 *11 tits in 1111,. 1111.YOLAj D A- A V E- .. . ........ - - --------- -- ..... - - -------- - - -------- - - ------ - - ------- - - -- - ...... . ......... . . .... 1111,-1111. . ..... (60' RIGHT-OF-WAY) TYP // 1p MSS Ma 31y Cb! 5 &16rGqa-arz(-,, S6 Branch El"'Gr I N E E R I N G.a Since 1977 civil transportation structural - geotechnical S U R V E Y I N G ..........._........1•.1,..1.,....1 ............... 3 ..........1- 1-1-1-1- 11---- 3 10 5th Street Springfield, OR 97477 p: 541.746.0637 .......... ---- -- www. Branch Eng I neering. com Springfield OR I Salem OR � PR - N #6278ro," Digita y signed by Damien I ert Da 6.0 8.,3 1 d: 15:42 r� ON W EXPIRES: JUNE 30, 20i7 project title: W tA ff I 0 tA tA F= Z Z ULJ I, UJ CL 0 UJ UJ UJ Z swum UJ 0 ce- < 0 LJ ff I < ®I LU 0 z >- 0 z LLM rrn%i DL) revisions: date: JUNE 30, 2016 drawn by: ARS designer: DG project no: I 5-002E:2 sheet: E L JUL. 0 Branch El"'Gr I N E E R I N G.a Since 1977 civil transportation structural - geotechnical S U R V E Y I N G ..........._........1•.1,..1.,....1 ............... 3 ..........1- 1-1-1-1- 11---- 3 10 5th Street Springfield, OR 97477 p: 541.746.0637 .......... ---- -- www. Branch Eng I neering. com Springfield OR I Salem OR � PR - N #6278ro," Digita y signed by Damien I ert Da 6.0 8.,3 1 d: 15:42 r� ON W EXPIRES: JUNE 30, 20i7 project title: W tA ff I 0 tA tA F= Z Z ULJ I, UJ CL 0 UJ UJ UJ Z swum UJ 0 ce- < 0 LJ ff I < ®I LU 0 z >- 0 z LLM rrn%i DL) revisions: date: JUNE 30, 2016 drawn by: ARS designer: DG project no: I 5-002E:2 sheet: E L