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HomeMy WebLinkAboutPlans Applicant 9/6/2023 (2)SITE DATA N89'27'00 "W 438.68 106 H/GIYWAY e aid p� y KATHRYN AVENUE Z I ata VICINITY ASAP SCALE: NTS HOSE BIB ZONING` FIRE HYDRANT 6' CHAIN LINK FENCE TAX LOT 6401: HI (HEAVY INDUSTRIAL)6' CHAIN LINK FENCE -W� SANITARY LINE SANITARY MANHOLE WELLHEAD PROTECTION CATCH BASIN ,e ACCORDING TO THE CITY OF SPRINGFIELD WELLHEAD PROTECTION AREA MAP, THIS SITE IS a ' ` + H -(E)SD STORMWATER LINE K RIM:479.00 WITHIN THE ZONE OF CONCENTRATION (5 YEAR TOT) OF THE 'SP' WELL SITE.,Y TAX LOT 6401 6" FL OUT(S):477.80 0 STORMWATER MANHOLE SOIL TYPES �� 136,153 SF 6' CHAIN LINK FENCE STORMWATER CATCH BASIN 3.13 ACRES ACCORDING TO THE NATURAL RESOURCE CONSERVATION SERVICE WEB SOIL SURVEY, THE TO BE REMOVED CATCH BASIN u ( ) STORMWATER DITCH INLET e, ^ ,t RIM:479.01 EXISTING SOIL IS (76) MALABON-URBAN LAND COMPLEX 6 FL OUT(S):477.10 I TO BE REMOVED STORMWATER DOWNSPOUT ��`^ BUS STOP pwq STORMWATER CLEANOUT xG rr�<a v:r�r;ri�fi , x f.. , ° p� 00 STREET LIGHT THE NEAREST BUS STOP IS LOCATED AT THE INTERSECTION OF R STREET AND 28TH STREET,b F : rLLLLI �L 1.0 MILE WALKING DISTANCE TO THE NORTHWEST OF THE SITE. i TELEPHONE RISER 3 h p$y#$ { i o g I ,,- L Lem L®L-. OHW OVERHEAD WIRESi i { I I z ia -�- 'z f ELECTRICAL METER ., : _ F�, � I '� I I I I I .., � f � , y h 1�1�11111 / UTILITY POLE �. � _ � � �E GAS LINE I l I I L_ io GAS METER 2 0: I GAS VALVE i£^i lllL 1 1 1 1 E LL �- GUY WIRE 'a � �f L ;i I I I I L .x DECIDUOUS TREE Ll i 4{ I I I MENNEN=I I l, z ��l L15 DEMO 12 <1l I I I SAWCUT 0 30 I1 I I re o REMOVE STRUCTURE W, I � �� 17,500 SF BUILDING 1L20' HEIGHT W WAREHOUSE 3 SANITARY MANHOLE eRi,.,3%i- $#W~„.,m.............. LF{..3s..,,....,,, SANITARY MANHOLE -� ' LEGEND 30' TALL METAL HALIDE p0 E" 80.00' a ELEVATIONS BASED ON w _ aV ^.rVV_ DEVELOPMENT SITE ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN JANUARY 10, 2022 USING THE j EXISTING a OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A (NAVD88). L 418 CONTOUR LINE NOTES FENCE LINE THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A RIDGE LINE SUBSEQUENT SURVEY MAY DISCLOSE. i 901 CURB PUBLIC UTILITY NOTES n EDGE OF ASPHALT THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM LOCATE PAINT MARKINGS TIED ANHOLE STORMWATER MANHOLE- 4 s • .. ;5= GRAVEL IN THE FIELD SURVEY AND AS -BUILT DRAWINGS PROVIDED BY UTILITY COMPANIES. THIS N RIM:478.38 RIM. SURVEY DOES NOT SHOW ANY PAINT MARKINGS PROVIDED AFTER THE FIELD SURVEY WAS p N COMPLETED. AS -BUILT DRAWING INFORMATION THAT WAS NOT PROVIDED IS NOT REFLECTED ON 24" FL OUT N :472.53 BUILDING THIS SURVEY. AS -BUILT INFORMATION, IF PROVIDED, WAS USED TO IDENTIFY UNDERGROUND 24" FL IN(S):472.58 I PIPE SIZE AND TYPE IF NO LOCATE PAINT MARKINGS WERE PROVIDED, AS -BUILT INFORMATION THE UNDERGROUND UTILITIES. ' Q,0 LLLLL STORAGE CONTAINER WAS USED TO HORIZONTALLY LOCATE FL INE :473.93 7-71 7-1 7-1 TENT THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE OF ° --� °--�- ALL SUCH UTILITIES 1N THE AREA. THE UNDERGROUND UTILITIES SHOWN MAY NOT BE IN THE - - - - - - BUILDING EAVE EXACT LOCATION AS NOTED ON THIS SURVEY, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION PROVIDED. STOP 6 SIGN .: SIGN AI MAIL BOX ALL WATER MAINS AND LINES SHOWN WERE BASED ON BLENDED INFORMATION OF VISIBLE a a STRUCTURES AND AS BUILT DATA. s BOLLARD v in ., STORM WATER MANHOLE RIM BIKE RACK ALL GAS LINES SHOWN ARE BASED ON NORTHWEST NATURAL'S ONLINE MAPPING TOOL. NO t F a> HVAC LOCATE PAINT MARKINGS WERE PRESENT AT THE TIME THE AREA WAS SURVEYED TOP OF SWALE UTILITY LOCATIONS SHOULD BE VERIFlED BY OREGON UTILITIES NOTIFlCATION CENTER ,�� 9 24 FL OUT(N):472.78 -° CENTERLINE OF SWALE IMMEDIATELY PRIOR TO ANY EXCAVATION 18" FL IN(S):472.99 TOP of SLOPE PRIVATE UTILITY NOTES ^ BOTTOM OF SLOPE THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED USING THE UTILITY CONSTRUCTION -(E)W- WATER LINE PLANS FROM A PREVIOUS DEVELOPMENT SUBMITTAL. I WATER VALVE FLOODPLAIN AND FLOODWAY , WATER METER BASED ON FLOOD INSURANCE RATE MAP NO. 41039C1161 F, EFFECTIVE DATE: JUNE 2, 1999. ri [!AT SUB WATER SAMPLE STATION THIS PROPERTY IS OUTSIDE THE 500 YEAR FLOODPLAIN N89'27'00 "W 438.68 106 H/GIYWAY e aid p� y KATHRYN AVENUE Z I ata VICINITY ASAP SCALE: NTS HOSE BIB ZONING` FIRE HYDRANT 6' CHAIN LINK FENCE TAX LOT 6401: HI (HEAVY INDUSTRIAL)6' CHAIN LINK FENCE -W� SANITARY LINE SANITARY MANHOLE WELLHEAD PROTECTION CATCH BASIN ,e ACCORDING TO THE CITY OF SPRINGFIELD WELLHEAD PROTECTION AREA MAP, THIS SITE IS a ' ` + H -(E)SD STORMWATER LINE K RIM:479.00 WITHIN THE ZONE OF CONCENTRATION (5 YEAR TOT) OF THE 'SP' WELL SITE.,Y TAX LOT 6401 6" FL OUT(S):477.80 0 STORMWATER MANHOLE SOIL TYPES �� 136,153 SF 6' CHAIN LINK FENCE STORMWATER CATCH BASIN 3.13 ACRES ACCORDING TO THE NATURAL RESOURCE CONSERVATION SERVICE WEB SOIL SURVEY, THE TO BE REMOVED CATCH BASIN u ( ) STORMWATER DITCH INLET e, ^ ,t RIM:479.01 EXISTING SOIL IS (76) MALABON-URBAN LAND COMPLEX 6 FL OUT(S):477.10 I TO BE REMOVED STORMWATER DOWNSPOUT ��`^ BUS STOP pwq STORMWATER CLEANOUT xG rr�<a v:r�r;ri�fi , x f.. , ° p� 00 STREET LIGHT THE NEAREST BUS STOP IS LOCATED AT THE INTERSECTION OF R STREET AND 28TH STREET,b F : rLLLLI �L 1.0 MILE WALKING DISTANCE TO THE NORTHWEST OF THE SITE. i TELEPHONE RISER 3 h p$y#$ { i o g I ,,- L Lem L®L-. OHW OVERHEAD WIRESi i { I I z ia -�- 'z f ELECTRICAL METER ., : _ F�, � I '� I I I I I .., � f � , y h 1�1�11111 / UTILITY POLE �. � _ � � �E GAS LINE I l I I L_ io GAS METER 2 0: I GAS VALVE i£^i lllL 1 1 1 1 E LL �- GUY WIRE 'a � �f L ;i I I I I L .x DECIDUOUS TREE Ll i 4{ I I I MENNEN=I I l, z ��l L15 DEMO 12 <1l I I I SAWCUT 0 30 I1 I I re o REMOVE STRUCTURE W, I � �� 17,500 SF BUILDING 1L20' HEIGHT W WAREHOUSE 3 SANITARY MANHOLE eRi,.,3%i- $#W~„.,m.............. LF{..3s..,,....,,, SANITARY MANHOLE -� ' z 30' TALL METAL HALIDE p0 E" 80.00' a RIM:478.26 �� W 8 FL OUT(W):470.61 �1 w �° I j 8" FL IN(S):469.77 a 8" FL IN(N):470.73 L 8" FL IN(E):469.95 20.8' 8" FL IN(S):470.73 C 0 8" FL 1N(E):470.65 I 00 i 901 n N ANHOLE STORMWATER MANHOLE- € `µ_ N RIM:478.38 RIM. p N 24" FL OUT N :472.53 °D 3 24" FL IN(S):472.58 I ' Q,0 18" FL INE :473.93 - ' Ia> STOP 6 SIGN .: C a a , jj 3 s v in ., STORM WATER MANHOLE RIM € { t F a> :478.78 .478.78 2 » ►- ,�� 9 24 FL OUT(N):472.78 � , M 18" FL IN(S):472.99 18" FL IN(E):472.95 I , cp 3 a, C a / 30' TALL METAL HALIDE o OR ' HIGH PRESSURE SODIUM STREET LIGHT �. 0 N / 0 tV copyright© 2012 Branch Engineering, Inc. �`6 4LL51/ r t s . ' V;,RIABLE WIDTH JOINT USE ACCESS L°°- .: EASEMENT - TO BE TERMINATED 3 - --- -_ t A� _CATCH BASIN �`� -� - 39.3' CATCH BASIN I RIM:478.77 RIM:478.37 -1,6" FL OUT(S):477.00 6' CHAIN LINK FENCE 6 FL OUT(S):477.08 s' 4 TO BE REMOVED TO BE REMOVED, Izl.' 6' CHAIN LINK FENCE G ; d p 18' LONG 6' TALL CHAIN T� i - LINK ROLLER GATE k .PIC Em € WHEEL STOPS AND STRIPING FOR 12 24' LONG 6' TALL CHAIN y'M PARKING SPACES TO BE REMOVED LINK ROLLER GATE ` /f 5 SANITARY MANHOLE i boll RIM:478.24 y�° a^ TO BE REMOVED i WELLHEAD PROTECTION SIGN EXISTING VARIABLE WIDTH STORMWATER DRAINAGE EASEMENT 8" FL OUT(S):470.82 TO BE REMOVED AND RELOCATED %A^Al�STORMWATER DITCH INLET�g ��fi��a�a'a�fix��N�"' 8" FL tN N :470.82 „. a�� 8 RIM:474.69 oo .. () 18" FL OUT(W):474.19 mo o „ „^ m 6» FL IN(E):470.90 CULVERT i �9 L J, CATCH BASIN o „ :` :. i 4 .99 12 FL OUT. -476.20 6 - - - - �� - m _ _ M_m o L m m� °w a� v 6 FL N(W): 70 -� I - ` � -RIM:479.22- HANDICAP PARKING SIGN 6 FL OUT(S)-:477.-32E ----- S ��.D � � �^ �.�...�..� w„ v • F # ^. ,.w.,.'^` • w�.mm..e,,., ° ° awww..uw.w a .ma.�.,» o acem..xww .f ° M „ e ,»..^ ,x • .°..a.......o ",,:X•`RF t � ^ y . .°�. � 7 la�a?nV��v4n�� �,o �#' a.d 'bex° � Qa` a? ',�+" "er�'� ,p 'a� �' fi ,+�. Y ..��} 4, 2 6• ^" F : 5¢ k4 /„r / K' q6 t •eF. a«+.eue w `438. t ro N8_ •''; •g: � 9 27 0 OW .�a, • 68> "•�• .d< i9i3• tl s qj & ) 9 ff�28.7 W M S. . � PUE EXISTING 7+00� � 3 _M - �:: 7°,<.:.• ata q'. ' :-=sem„, w`•'; r a..x _ EXISTING 7.OD PUE �`' d.. a�� 6, 4 • { _ .�'��� .: •,.�, •�, °•fir. Y+• J "^,^•moi:-:.•. � °s,�,,,.ea•� k .. .,, - ... 1x^• •i s of 'n • ,". �; s. � `::���` �r�.« a� w• .� •<. _ '? WELLHEAD PROTECTION SIGN a"P � b P • 33 .,,q=,°: - ` •'"`moo 3 d �s C), - --- - - - �- - - - o -- - - - h - - o i _ „ . KATIIRITN AVENUE N ---- -�- - - - -- - - - - - , _ V� Ix°c.,, `: t e§t„,' is 'ar•.t M € «.1 " 6 t... G "'..�,�. ... 9 ,.,..,,....�.... 3.: fid" '� -e," 1<. r'a -„ ^.�,.n �i r'• ^•q i i .�,,.....,.., --tee 1 3 � """'"t,,, ' µ xn�1 �y'-"' � Y <.,A<„, r IQ - )mw •� z��..„ z` �` ,m».�^�`� z e. �- ^ � ia� ' w, f.�'�' � �,��° .�:� • 6 'S'^` ,q,.» 'a �� �� �4 ,� s._ �€ e ,>�... 4"' ° `"'..�$� [:.,ISA"6 Y5 .."..,w.,""„e gA$ .. fY`�s i "'"'-"---...„. }d+,,2i ^.r € '`� g�* .>w. <-:;,,s,,." /s` ..<,,," E�^,+w.,e,u:„,-,,,, ,�z,^ ♦ �w.�^'": d L ..,., •q '„•, e�,.x,.a,�.�.�a.,x,..x, 3 r,., � "`$ ,^ �;'`��,f ,.0 .,.....�;,„ � "`�� � i'6 ffa` �,'�.•-j.. ,`?�m„;a•� .,....x.. a*:,;�i3E€$F'F`z..:t� F 3`'.`., �.°� �'��'•�w .„ ��.,,,, .�,,:, µm � � � ..,.. .. "'.,.'..: ��.,.n,..� � .„ _ W O E) its �i 3 L 3 ""'" .,,,.,.,�C....,.„ ��°i .m,„.,.,...;�„.,x.,„,... �� 3'�, _ ...-,„,,,,,,,,,,,,,,,„�. L� i"'� 4 ae�,..,,,,..,..<�...v.-.,...... ` �,.i.� ,, xx;�z � s �� ^; x e =' x „ '^ ,.w .. - %I-/ U� ..,.,.,.., w.,.7,. a a a „.,�.,,, &.e* �`' �. I s t ems- � , t., . i. ......�..,,.-..... .-% ��,..,....., fiHYV ,.o,w„•.„�e..,-..w........ � 0 W_ H W- . w STREET SIGN DD Mi F I SANITARY MANHOLE RIM:479.90 8" FL OUT(W):471.38 000 0 8 FL IN(N):471.51 8" FL IN(S):471.66 8" FL IN(E):471.45 SANITARY MANHOLE eRi,.,3%i- $#W~„.,m.............. LF{..3s..,,....,,, SANITARY MANHOLE -� ' 30' TALL METAL HALIDE E4 E" RIM:478.22 8" FL OUT(N):469.67 RIM:478.26 �� W 8 FL OUT(W):470.61 �1 w �° I j 8" FL IN(S):469.77 8" FL IN(N):470.73 L 8" FL IN(E):469.95 8" FL IN(S):470.73 C 0 8" FL 1N(E):470.65 I 00 i 901 n . i. ......�..,,.-..... .-% ��,..,....., fiHYV ,.o,w„•.„�e..,-..w........ � 0 W_ H W- . w STREET SIGN DD Mi F I SANITARY MANHOLE RIM:479.90 8" FL OUT(W):471.38 000 0 8 FL IN(N):471.51 8" FL IN(S):471.66 8" FL IN(E):471.45 21..,.......,,...,-,,.........«..... }F..,o,wa.« W eRi,.,3%i- $#W~„.,m.............. LF{..3s..,,....,,, 30' TALL METAL HALIDE 30' TALL LED STREET LIGHT OR HIGH PRESSURE SODIUM STREET LIGHT 1x02 100 L X01 s LAND USE SUBMITTAL; NOT FOR CONSTRUCTION anch ENGINEERING, Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p:541.746.0637 www. Branch Eng ineering.com a Ct3t t ignetl by Nath(�aRZ' 21 E b �r P a Y " SIGNED R, .. af2'+20 .09 01 10'R7= G O N = /x4 PAS EXPIRES: DECEMBER 31, 2024 project title: revisions: date: SEPT 1, 2023 d rawn by: AWIVI S designer: RDC project no: 21-749 EXISTING CONDITIONS AND DEMO PLAN sheet: LAND USE SUBMITTAL; NOT FOR CONSTRUCTION anch ENGINEERING, Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p:541.746.0637 www. Branch Eng ineering.com a Ct3t t ignetl by Nath(�aRZ' 21 E b �r P a Y " SIGNED R, .. af2'+20 .09 01 10'R7= G O N = /x4 PAS EXPIRES: DECEMBER 31, 2024 project title: revisions: date: SEPT 1, 2023 d rawn by: AWIVI S designer: RDC project no: 21-749 EXISTING CONDITIONS AND DEMO PLAN sheet: LEGEND 100x 170 = 17,000 STREET SIGN 17,0001600 = 29 EXISTING SPACES DEVELOPMENT SITE MISTING EXISTING PROPOSED STANDARD x FENCE UNE 1 SPACES CURB 12 SPACES CURB 8 SPACES ASPHALT Z EDGE OF ASPHALT 40 SPACES BUILDING : GRAVEL _- 4- CONCRETE ,\ BUILDING es5 -- - - - - - BUILDING EAVE • W W LANDSCAPE AREA ° 6 CHAIN LINK FENCE - `1J SIGN -.rt.. BIKE RACK Alice MAIL BOX 660 TRASH ENCLOSURE WI -i BOLLARD TOP OF STORMWATER FACILITY W BIKE RACK BOTTOM OF STORMWATER FACILITY HVAC SD STORMWATER LINE � TOP OF SWALE ® CATCH BASIN C CENTERLINE OF SWALE ® DITCH INLET (E)W- WATER LINE STRIP DRAIN � WATER VALVE WW SANITARY LINE go WATER METER ® AREA DRAIN NO SUB WATER SAMPLE STATION -N NEW STRUCTURE HOSE BIB 46 FIRE HYDRANT -(E)WW- SANITARY LINE SANITARY MANHOLE --(E)SD STORMWATER LINE D STORMWATER MANHOLE 99 STORMWATER CATCH BASIN Em STORMWATER DITCH INLET STORMWATER DOWNSPOUT STORMWATER CLEANOUT STREET LIGHT TELEPHONE RISER HW- OVERHEAD WIRES ELECTRICAL METER UTILITY POLE - ( E)G- GAS UNE GAS METER GAS VALVE GUY WIRE �� DECIDUOUS TREE TABULATION OF COVERAGE TABULATION OF COVERAGE ONLY INCLUDES THE LIMITS OF DISTURBANCE. DEVELOPMENT SITE TM: 17-02-30-43, TL: 6401 TOTAL SITE AREA 1.76 AC EXISTING CONDITIONS IMPERVIOUS AREA PARKING AND CIRCULATION 0.53 AC PERVIOUS AREA 1.23 AC PROPOSED CONDITIONS IMPERVIOUS AREA ROOF, PARKING AND SIDEWALKS 1.51 AC PERVIOUS AREA 0.25 AC INCREASE IN IMPERVIOUS AREA 0.98 AC PARKING REQUIREMENTS SDC 4.6-125: 1 SPACE/600 SF OF WAREHOUSE COMMERCIAL SALES. SDC 4.6-155 BICYCLE PARKING: 0.25 PER EMPLOYEE OR 1 SPACE/4000 SF OF FLOOR AREA, WHICHEVER IS LESS. 75% LONG TERM, 25% SHORT TERM. PARKING TABULATION PROPOSED BUILDING 100x 170 = 17,000 STREET SIGN 17,0001600 = 29 EXISTING SPACES 20 SPACES MINIMUM REQUIRED PARKING 49 SPACES EXISTING STANDARD 19 SPACES ADA 1 SPACES REMOVED 12 SPACES REMAINING 8 SPACES PROPOSED Z STANDARD 40 SPACES ADA 2 SPACES TOTAL 42 SPACES SITE PARKING EXISTING 8 SPACES PROPOSED 42 SPACES TOTAL 50 SPACES>49 SPACES BICYCLE PARKING PROPOSED BUILDING 100x170 = 17,000 17,00014000 = 4.25 MINIMUM REQUIRED PARKING 5 SPACES PROPOSED BICYCLE 4 SPACES, LONG TERM PARKING: 1 SPACE, SHORT TERM NO CHANGE TO EXISTING BICYCLE PARKING LANDSCAPING CATCH BASIN -N-, RIM479.08 6" FL OUT(S):476.41 0 W 0 0 0 0 Z 18.0' NO N06 27'00"'W 438.68 6' CHAIN LINK FENCE SANITARY AREA DRAIN -N RIM: 481.19 8" FL: 476.68 CATCH BASIN -N o TO CONNECT TO SANITARY RIM480.30 C) UNE WITHIN NEW STRUCTURE 6" FL OUT(S):477. i8 aOt w STORMWATER AND SANITARY LINES AT w _. ;BOTTOM OF TRUCK WELL TO BE HYDRAULICALLY ISOLATED FROM EACH OTHER 18 0' PROVIDE THREE (3) EXO LNC COMPACT LED TRUCK • Ir17peu weI I PArk (Z A titi' cperWr: Al ONr. � WELLS 81.9 CATCH BASIN RIM:479.00 TAX LOT 6401 6" FL OUT(S):477.80 136,153 SF (3.13 ACRES) Rra nch Ell"G I N E E R I N G.= Since 1977 civil • transportation structural • geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p: 541 .746.0637 www. Branch Eng ineering.com PROFFs #79232PE DIGITALLY SIGNED 2 OREGON 021 EXPIRES: DECEMBER 31, 2024 project title: ,100 tV dr ,y� £tz3 .........,...._., g� �y "...._.�.",",Ai P'ENCE LINE r"ONTOUR LINE CURB WHEEL STOP EDGE OF ASPHALT AC RIDGE LINE GRAVEL BUILDING BUILDING EAVE SIGN MAIL BOX BOLLARD BIKE RACK HVAC TOP OF SWALE CENTERLINE OF SWALE WATER VALVE WATER METER SUB WATER SAMPLE STATION HOSE BIB FIRE HYDRANT SANITARY MANHOLE STORMWATER MANHOLE STORMWATER CATCH BASIN STORMWATER DITCH INLET STORMWATER DOWNSPOUT STORMWATER CLEANOUT STREET LIGHT TELEPHONE RISER OVERHEAD WIRES ELECTRICAL METER UTILITY POLE GAS METER GAS VALVE GUY WIRE DECIDUOUS TREE 10N I�L . , � , TC:479.58 e AC:479.08 CATCH BASIN—N RIM479.08 'l'JI wV 0 0 t� N o z GRADING REQUIRES THE CONSTRUCTION OF A 2—FOOT RETAINING WALL OR ACQUIRING A9 A 10—FOOT PRIVATE SLOPE EASEMENT > ALONG THE WESTERLY PROPERTY LINE 2.0% /AC:481.42 RIM:477.4 AC:4E 5� e TC•480 83 AC:480.33 N AC:481. X06 �ti 2 N89°27'00 "W 438.68 19000 5f 17, 000SF HEIGHT:22' FFE:481.50 ' ADA PARKING SIGNS A9 30' TALL LED STREET LIGHT d CATCH BASIN— 479.00 /AC:481.42 RIM:477.4 5� T:�'d •... '.' • .4.4%e..d .. < '♦ '' : ♦ RAMP 100 44 . 789 5 19000 5f 17, 000SF HEIGHT:22' FFE:481.50 ' ADA PARKING SIGNS A9 30' TALL LED STREET LIGHT d CATCH BASIN— /AC:481.42 RIM:477.4 5� /AC:481.42 000 100 'LC/AC:481.42 .. ° ? PROVIDE THREE (3) EXO LNC COMPACT LED TRUCK WELLS ...:) RAMP /AC:478.45 AC:478.56 CAI RIM f `6' CHAIN LINK FENCE 00 ^. � ._ ..... _H�F�...��� NW-. ,, _ UHW HW )LE SANITARY MANHOLE E.,t RIM:478.26 94 t � H �2 000 I � (301 I Fm STREET TREE SCALE. N.T.S. )E DITCH TING ROAD PT442BES GRASSY SWALE NATIVE MIX 2' MIN. S�Opt _. 18" SAND/LOAMICOMPOST 3 -WAY IMPERVIOUS LINER MIX GROWING MEDIA. MEET CITY OF PORTLAND STORMWATER MANUAL APPENDIX F.3 SPECIFICATIONS SWALE SECTION 3UALL: IV. (vvmmmul Iv .1/0 1AcLr+11vL COMPACTION RICE) 10" 3/4"—(0) CRUSHED ROCK, COMPACTED AT 957. RELATIVE COMPACTION MODIFIED PROCTOR COMPACTED SUBGRADE IMPERVIOUS AC PAVING SECTION SCALE: N.T.S. W STREET SIGN ` � I I c I SANITARY MANHOLE E RIM. -479.90 � I X000 900 UE x t i LAND USE SUBMITTAL; NOT FOR CONSTRUCTION ch ENGINEERING. Since 1977 civil • transportation structural • geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p: 541 .746.0637 www. Branch Engineering.com #79232PE DIGITALLY SIGNED 2 OREGON �j' OFA, 2 `' 1' � O N PA�C� EXPIRES: DECEMBER 31, 2024 project title: 30' TALL METAL HALIDE O 30' TALL LED STREET LIGHT OR HIGH PRESSURE SODIUM STREET LIGHT �a02 100 �L J O J 3" COMPACTED THICKNESS 3/8" DENSE GRADED HMAC PT442BES GRASSY SWALE NATIVE MIX 2' MIN. S�Opt _. 18" SAND/LOAMICOMPOST 3 -WAY IMPERVIOUS LINER MIX GROWING MEDIA. MEET CITY OF PORTLAND STORMWATER MANUAL APPENDIX F.3 SPECIFICATIONS SWALE SECTION 3UALL: IV. (vvmmmul Iv .1/0 1AcLr+11vL COMPACTION RICE) 10" 3/4"—(0) CRUSHED ROCK, COMPACTED AT 957. RELATIVE COMPACTION MODIFIED PROCTOR COMPACTED SUBGRADE IMPERVIOUS AC PAVING SECTION SCALE: N.T.S. W STREET SIGN ` � I I c I SANITARY MANHOLE E RIM. -479.90 � I X000 900 UE x t i LAND USE SUBMITTAL; NOT FOR CONSTRUCTION ch ENGINEERING. Since 1977 civil • transportation structural • geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p: 541 .746.0637 www. Branch Engineering.com #79232PE DIGITALLY SIGNED 2 OREGON �j' OFA, 2 `' 1' � O N PA�C� EXPIRES: DECEMBER 31, 2024 project title: revisions: date: SEPT 1, 2023 drawn by: AWMS designer: NP project no: 21-749 sheet: TYPICAL ROADSIDE SECTIONC2 O d' Z '-0 J O J oo J O=x >= UJ � CA 1- z LU 0 Q W 0 n' > Q � LL. >o1 Ce Fm }p rV00 .1 C) V= w Fmm � LL. �CL z a � V a X�Z V I-�ML/) revisions: date: SEPT 1, 2023 drawn by: AWMS designer: NP project no: 21-749 sheet: TYPICAL ROADSIDE SECTIONC2 T i rar 0 N M N O Os 3 a. M F— J H u 0rN �4 '■71 5-1 v Lvpynyrn v cv4D DICEM-11 LilyniCcrniy, rift. copyright © 2023 Branch Engineering, Inc.