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Plan, Final APPLICANT 7/2/2015
116"Iemlm ") 61�0&TnAl L 'Up MFG. LLC 1651 South F Street, Springfield, Oregon Tax Map and Lot: 17 SITE PLAN REVIEW.. mI MINOR MODIFICATION FINAL PLAN 1- ItVYLV 1 VI 1 V � f =*Ixelff OWNERiAPPLICANT SWANSON GROUP MFG. LLC PO BOX 250 GLENDALE, OR 97442 (541) 832-1156 - FAX (541) 832-1421 CONTACT: CAMERON KRAUSS cameron.krauss@swansongroup.biz lit!9�� iS ■-1 2111UM SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686-4577 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com BRADFORD CONRAD CROW ENGINEERING CO. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OREGON 97008-7387 (503) 213-2013 - FAX (503) 213-2018 CONTACT: 1-1.0 COVER SHEET L2.0 SITE ASSESSMENT OF EXISTING CONDITIONS L3.0 BUILDING LAYOUT L4.0 SITE PLAN L5.0 LANDSCAPE PLAN L6.0 LIGHTING PLAN C1.0 IMPROVEMENT AND PUBLIC UTILITIES PLAN C2.0 GRADING, PAVING, AND STORMWATER PLAN CIVIL ENGINEER BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 FAX (541) 746-0389 CONTACT: LANE BRANCH, PE lane@branchengineering.com SURVEYOR BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 FINALT E PLAN (541) 746-0637 - FAX (541) 746-0389 CONTACT: DAN NELSON, PLS JUL -22015 Bann@branchengineering.com fanflet": ,,. v . WHITE TPO ROOF MEMBRANE STRUCTURAL EXPANSION JOINT STRUCTURAL EXPANSION JOINT -' WHITE TPO ROOF MEMBRANE — IN OFFICE STRUCTURE. :211TECTURAL DESIGN DBC. �`lP ll5-coot b LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 r f LANDSCAPE ARCHITECTS + SCHIRMER SATRH� z 0 LU -,U -0 1 z� -�Wa wp�,w�ga. Z LL'UF�O O Z Q Q V �f-=ONr r O. h . O >OUt-LLQ z O O O w , r (` tf) zQ Q 1-c�1 wInZZ O wraw�w� 0� CC N C Ci' rOa°Dzw; �m�z== ¢�owot3-a W m 0) az��='NWo O � wco ��w`=WffW ZUQO�O� t.. ALL rE 4 -'�nlnZwn�m ui N d0 C? 1f? zwWo=ai � � W in nom,=_=00tH ��oi'r�oo E 0w�zIQwS ? L- V to o W ? F Q �Q�no�o W c' IL 84 ReA�*q, Z O Q C? LL a 0 J O ,J Z . LL r- �0_ 'S �. O W Z =o ® a ~ Uj rn CL bi LV CL Z W = Z U) Q� J t/) (. .JW Zt Q � I— z 0 V♦ LL V U) Revisions # Date Description O N Ifs m co co m C6 w JZ ems- -=1 1 3 w c 3 Y m m R a 0 ■ LEGEND EXISTING IMPROVEMENTS SITE ASSESSMENT INFORMATION 1. FLOOD INFORMATION FROM FIRM MAPS 41039C1142F AND 41039C1161 F, EFFECTIVE DATE JUNE 2, 1999. 2. WELLHEAD INFORMATION FROM CITY OF SPRINGFIELD AND SPRINGFIELD UTILITY BOARD WELLHEAD PROTECTION AREAS MAP, DATED JANUARY 2013. --N C Its-pCpt(::�' N ?, ct'�-e> .JUL -- `' 2015 planner: j. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 + LANDSCAPE ARCHITECTS + PROPERTY LINE 1 LIGHT POLE MILLRACE SOILS — RIGHT -0F -WAY CENTERLINE w POWER POLE =o 00 Z O0.)-(p - — — — — - EASEMENT LINE TRANSFORMER o MILLRACE -BOTTOM OF BANK (EDGE OF dz}-rcnwo aoow m� ogzxzwo SOIL UNIT BOUNDARIES m a a Z¢cpiaoa � FENCE J ytA- W 2y zw-w�OW w> UNKNOWN MANHOLE =� �w=<' :':, WATER) amummanoomb +_+ CO ffi �r2< aAm>w EDGE OF PAVEMENT u"' UNKNOWN UTILITY VAULT o�~� MILLRACE - TOP OF BANK �aal0 n ~p� M<$oF TOP OF SWALE TELEPHONE RISER 0%,0* 43C, DIXONVILLE-PHILOMATH-HAZELHAIR N A Z Z COMPLEX - — — - GRADE BREAK C Gi WATER VALVE MILLRACE - RIPARIAN SETBACK 0 — -ST- --- STORMWATER LINE FIRE CONNECTION O Z ® -4I — WASTEWATER LINE 0 EVERGREEN TREE O J Z X . U. L� 76 E) 76, MAI ABON-URBAN LAND COMPLEX -OHW — OVERHEAD WIRES _ BUILDING =o WJE 0 3f SD= STORM MANHOLE ��m V FLOOD HAZARDS ZWW Zw'- O CATCH BASIN C n CONCRETE Z �� Z AREA DRAIN C _ LANDSCAPE BOUNDARY DIVIDING FLOOD HAZARD ZONES 79 (D 79, MCBEE SILTY CLAY LOAM f WASTEWATER MANHOLE # Date Description 1' SPOT ELEVATION FLOOD HAZARD AREAS INUNDATED BY X 100 -YEAR FLOOD - AE ZONE, BASE FLOOD CONTOUR ELEVATION DETERMINED ____--456 CONTOUR INTERVAL =1 FOOT N: AREAS OF 500 FLOOD; AREAS OF 119 E) 119, SALEM -URBAN LAND COMPLEX N ,t, DISTANCES SHOWN IN FEET co -YEAR fl 3 Z t Ls [:EX] (:50 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT o a L2mO ZONE AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN E) WATER WELLHEAD PROTECTION - TIME OF TRAVEL ZONES TREES 5 YEAR TIME OF TRAVEL P`u <'\R - TREES, 5" DBH OR GREATER TREES, 10 YEAR TIME OF TRAVEL 20 YEAR TIME OF TRAVEL ZONE OF CONCENTRATION (99 YEAR TIME OF TRAVEL) 1. FLOOD INFORMATION FROM FIRM MAPS 41039C1142F AND 41039C1161 F, EFFECTIVE DATE JUNE 2, 1999. 2. WELLHEAD INFORMATION FROM CITY OF SPRINGFIELD AND SPRINGFIELD UTILITY BOARD WELLHEAD PROTECTION AREAS MAP, DATED JANUARY 2013. --N C Its-pCpt(::�' N ?, ct'�-e> .JUL -- `' 2015 planner: j. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 + LANDSCAPE ARCHITECTS + SCHI1 SATRE'- 1 Z 0 w W � Q a J H 0 0 0 d w a � Lug w CL ti =o 00 Z O0.)-(p 0 0 co c d pz Om 7Zo�-Nawcwp� Ovvo m Qw�¢prux Wto � !Y � X dz}-rcnwo aoow m� ogzxzwo I... W u- m a a Z¢cpiaoa � !" I_ 4 N Q O J ytA- W 2y zw-w�OW w> 8 i.: =� �w=<' :':, cd W pp to a J izto +_+ CO ffi �r2< aAm>w 'wwwa1orz Q=m U o�~� V C-r�poo �aal0 n ~p� M<$oF 0%,0* R N A Z Z O H Q 0 v Z 0 O Z H 0 O J Z X . U. L� e O 29 c CL 0 rn WZW =o WJE 0 3f C. U ��m V n ZWW Zw'- O J CO) v♦ N IL J Q Z �� Z U) I.I.. Scale:11=120'-0' 0 60 120 240 Revisions # Date Description N ,t, coi co co w fl 3 Z t Ls o a L2mO r IT] jig o L Lc FACE 01 EXISTIN REMAIN LEGEND EXISTING IMPROVEMENTS TO REMAIN PROPERTY LINE ----------- LIGHT POLE RIGHT-OF-WAY CENTERLINE POWER POLE EASEMENT LINE X TRANSFORMER FENCE 0 w 0 LLI Lu de; m UNKNOWN MANHOLE EDGE OF PAVEMENT CLOQ UNKNOWN UTILITY VAULT TOP OF SWALE G TELEPHONE RISER GRADE BREAK Ii 0 (1) WATER VALVE STORMWATER LINE X r.-, %'oowg=-'W. FIRE CONNECTION WASTEWATER LINE - E EVERGREEN TREE OVERHEAD WIRES > zww BUILDING STORM MANHOLE Cj) w Co cc >- B Z4 rrW CONCRETE Cog fm z Lu e to 0 m< 5E5 'm 0 CL 00 -Lu ztwx < 84 mq N Z 0 tQ LL 0 j 0 j Z to LL I-- f- (3) 0 CL OR ui z ) 2 =o 0 5,Q® 0-6 W CL 0 Z W j CL (1) z 0 02 J ) U 3 co 55 WJ® LL 4 az 0 z U-) EL (NA Scale: 1'= W 0" 0 25 50 100 Revisions # Date Description ........... I C> cl� Co Lu z 'b ------- is CL O U a. L3mO PACE 0,, ....... Cont4E! -4 IV 'b G 4s �fi 4b 'b -------------------------------------------------- C ------------------- / 8 0. 9o,..O* _ 7 PROPERTY LINE SCHIRMER SATRE11. LIGHT POLE RIGHT-OF-WAY CENTERLINE POWER POLE EASEMENT LINE X TRANSFORMER FENCE 0 w 0 LLI Lu de; m UNKNOWN MANHOLE EDGE OF PAVEMENT CLOQ UNKNOWN UTILITY VAULT TOP OF SWALE G TELEPHONE RISER GRADE BREAK Ii 0 (1) WATER VALVE STORMWATER LINE X r.-, %'oowg=-'W. FIRE CONNECTION WASTEWATER LINE - E EVERGREEN TREE OVERHEAD WIRES > zww BUILDING STORM MANHOLE Cj) w Co cc >- B Z4 rrW CONCRETE E� CATCH BASIN AREA DRAIN ra WASTEWATER MANHOLE ySPOT ELEVATION tr CONTOUR --- INTERVAL =1 FOOT DISTANCES SHOWN IN FEET 1. CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS, FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT. 2. REFER TO CIVIL DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES, ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES. a* --%ft ft 4ft o FA Cc 0 �01 F jVeW()F; CORNER ♦ 1000, 0000, #v 0000op LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 + LANDSCAPE ARCHITECTS + SCHIRMER SATRE11. 151 z` Lu 6: UJ Lu 0 X Z 0 w 0 LLI Lu de; m oT w -�' - -C CLOQ 'o 3, 10- 00 id. @ co, 7�� 0 0> G w 1.0 Ii 0 (1) C 'tt w (1) U-) 0) X r.-, %'oowg=-'W. 5� LU co u ♦ 1000, 0000, #v 0000op LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 + LANDSCAPE ARCHITECTS + SCHIRMER SATRE11. Lu 6: UJ Lu 0 00 0 w 0 LLI Lu de; m oT w -�' - -C CLOQ 'o 3, 10- 00 id. @ co, 7�� 0 0> 0 uai 0 C-1 w 1.0 Ii 0 (1) C 'tt w (1) U-) 0) X r.-, %'oowg=-'W. 5� LU co u - E C.40 4) > zww Qj :t:! 4V LmOU W wo I u-, Cj) w Co cc >- B Z4 rrW Cog fm z Lu e to 0 m< 5E5 'm 0 CL 00 -Lu ztwx < 84 mq N Z 0 tQ LL 0 j 0 j Z to LL I-- f- (3) 0 CL OR ui z ) 2 =o 0 5,Q® 0-6 W CL 0 Z W j CL (1) z 0 02 J ) U 3 co 55 WJ® LL 4 az 0 z U-) EL (NA Scale: 1'= W 0" 0 25 50 100 Revisions # Date Description C> cl� Co Lu z is CL O U a. L3mO a. 0 w Ce w 2 tr 2: 0 (j) L6 0 cli Z REMOVE EXISTING FENCE THIS SECTION INSTALL NEW 8'-0" GALVANIZED CHAIN LINK FENCE - TEN (10) EXISTING TREES TO BE REMOVED - "- PER TREE FELLING PERMIT TYP 215-00014 REMOVE ABANDONED RAIL SPUR TRACKS REMOVE EXISTING FENCE THIS SECTION ;,,+ �"• t F _ - FIVE 5 EXISTING TREES TO ,+�'"""*►..,■ c - _.,_ ` ;>;_ BE REMOVED PER SDC REMOVE ABANDONED ABOVE GRADE UTILITIES REMOVE EXISTING FENCE THIS SECTION 100 A. - IN -- THIS AREA. PLUG/CAP AND ABANDON PLACE 1 " - BELOW GRADE UTILITIES THIS AREA. EA. INSTALL (6) NEW CORNER POSTS == C - . ; ' MINIMUM 26' WIDE FIRE LANE AND IN CONCERT WITH REPAIRING AND REPAVING EXISTING IMPROVEMENTS ' - _ - - _ EMERGENCY SERVICES ACCESS LANE ALONG NORTH SIDE OF BUILDING ESTABLISH -., —_.. - ••• _ __. r = = _ EW M VIOUS INSTALL (1) NEW CORNER POST (C) AND (3) NEW THIS AREA TO REMAIN INSTALL UR AC NG TO WITHIN GATE POS 5'-0" OF PROPERTY LINE TS (G) AS SHOWN 35'-0" O.C. FOR ALL (2) NEW CORNER POSTS F�� - -.. VEHICULAR ENTRANCE GATE 1). INSTALL NEW 35' ROLLING GATE. ROLLS ALONG INSIDE OF NEW „w> - FENCE SOUTHWARD. EXISTING SUB UTILITY POLES, F{XTURESAND - _ P`2 INSTALL NEW 8'-0" GALVANIZED INSTALL 2 NEW CORNER POSTS AND 8'-0" OHW TO REMAIN. / ,' `�� �-�. .,.,_ ; r � ; �... ___ _ � ._ _ a - -_ _ _ ( ) END OF SUB UTILITY ELECTRIC, BEGINNING OF `' `` Q h� ` ti ` _ - r - « - ' - ---_ _ ; J CHAIN LINK FENCING GALVANIZED CHAIN LINK FENCE SWANSON ELECTRICAL DISTRIBUTION SYSTEM. 00 8 fi A 1 - f � � {y w v ti.A EXISTING IMPROVEMENTS - THIS AREA CIO C, �` ° REMAIN.: ;. . tr.REMOVE LIGHT POLES AND FIXTURES THIS AREA 777 L R_9`FF b'NE , ._ REMOVE EXISTING SIGNAGE, FLAGPOLE AND 1 f 3 y' C OTHER e u - IMPROVEMENTS THIS LOCATION UNLESS NOTED OTHERWISE, EXISTING - =' IMPROVEMENTS THIS AREA TO REMAIN r -.___ �- >: A TO BE -REMOVED EXISTING U _ r THIS AREA IMPROVEMENTS cp t r LOCATE NEW BUILDING BY PLACING r ' � -- ,,. - _ ______ n N r ` ``"; � " `••,�...,. .,� ' STRUCTURE _t _ NEW NORTH WALL IN SAME LOCATION —t TO REMAIN LOCATE AND CONSTRUCT NEW P.I.P. AS .. t �''". te� "°''• JCI _. OLD NORTH WALL. SEE SHEET L3.0 Q CONCRETE RETAINING WALL t _ - c BUIL ING LAYOUT. r : WESTWARD IN ALIGNMENT WITH a � � - _ _ -- r..,, � = � � __ o � 19 FORESTRY BUILDING ----___._®'++...� � c � .. ✓4 ' _ TO REMAIN 1 ti EXISTING t <� ,' NORTH WALL OF NEW BUILDING. TOP � I t � STRUCTURES OF WALL 6 ABOVE BUILDING FFE Ijl( 1( --~ ? ;`-- O - G ___ TO REMAIN , "_____ _ r r � ,- _ . _ -- � -- •,� ` ' , EXISTING IMPERVIOUS PAVING TO REMAIN. RESTORE --- - C t _ SECURITY BUILDING TO REMAIN. EXISTING SWANSON ELECTRICAL � __ ; ` --._...; t -...� GRADE AND. REPAVE AFTER CONSTRUCTION OF _ r _ _ _ _ (4) NEW CORNER POSTS AND DISTRIBUTION FACILITY TO REMAIN _ - - BUILDING AND INSTALLATION OF UTILITIES. _ - O STgRTING AT THIS LOCA ION, PROVIDE` - " AFTER REPAIR AND REPAVING THIS WILL BECOME A ON NO PARKING - FIRE LANE" SIGN EVERY - FENCING ND. EXISTING SUB UTILITY POLE, FIXTURES_ ING SURR�OU f �-'—•-. _ - - ,; t � -- _-,� r , j _ _OM1 r MINIMUM 26 WIDE FIRE AND EMERGENCY SERVICES � �� - --� '" --- 1.;1 � .- 20 ' WESTWARD. ATTACH PERMANENTLY o 1pp-0 AND OHW TO BE RELOCATED EAST OF (GA ) ACCESS LANE. TE TC FENCE WITH TOP OF SIGN 6'-W ABOVE t o QUARRY ACCESS ROAD. END OF SUB RE -BUILT RAIL SPUR GRADE. SIGN TO COMFY WITH OREGON ELECTRIC, BEGINNING OF SWANSON _ FIRE CODE APPENDIX 103.6. ELECTRICAL DISTRIBUTION SYSTEM. 1 >+ ° NEW FLAG POLE UCT NEW P. LOCATE AND CONSP.I.P. CONCRETED = ' - RETAINING WALL. ALIGN WITH BUILDING FLOOR ' t f REMOVE EXISTING LIGHT j LEVEL CHANGE SOUTH OF RAIL SPUR. TOP OF f 4 WALL 6 ABOVE FFE. POLE AND FIXTURE t "t REMOVE EXISTING EMPLOYEE ACCESS NEW OFFICE, VISITOR PARKING AND LANDSCAPE �. OFFICE PARKING, PERVIOUS - , NEW MILL BUILDING J t P ASPHALT, SLOTTED CURB, t r AND WHEEL STOPS r l (SEE BUILDING PLANS)TWELVE (12) BICYCLE PARKING SPACES r _ ( TO BE PROVIDED INDOORS ADJACENT „r . NOTE: fl _ - - r TRASH INCLOSURE, COVERED - _ t 1 TO EMPLOYEE ENTRANCE LIMIT OF WORK, INCLUDING AND DRAINED TO SANITARY SAWCUTTING, PAVING, RETAINING r WALL, AND FENCING IS 1 APPROXIMATELY THIS LOCATION. '-✓ Q O t t J 1 f` _ r t 1 r - �� EMPLOYEE ENTRANCE PRECISE LOCATION TO BE t.t �,� b t C -� r r PROVIDED PRIOR TO z :: - f _ 1,` % t _ , __. _ �._._ �� � , __ _. , �`'--a _ f -. y` � ��--�-��_ r "�--_ OFFICE PARKING, PERVIOUS. COMMENCING ACTIVITY ALONG ,; s t 40, EMPLOYEE ACCESS ZONE f - - -- l A( t _ ASPHALT, SLOTTED CURB, AND '..- ' ''F G f '} f ./NEW LIGHTED. SOUTH PROPERTY LINE. 1��y� 1 WHEEL STOPS ' • " f,- • ENTRY SIGN PANY NAME BUILDING COLUMN r �; - `+ 'SIT j � ... �- -► E }� `•-DIRECTIONSREFER ES (NP - (2) NEW CATCH 8 BASINS, SEE CML sC <-.,-.. `" �. zip^`++. <. - .. - „ '� 1 1 ••-_., t'r N 1 e ti , O 4 BAG HOUSES sc REMOVE THIS RAIL sos r ` _15• , ,i, , PLOEZEX' E PA __ _...._. '- sc +. `�-� t"�, is r / � �• df' -' i `T r�0 NG AREA TO -- •-- � TRUCK LOADING, COVERED / - - -- - - f �� •.,. -. __ w < <r t '��� = REMAIN AS IS SAWCUT EXISTING - _ `�- _...._. w „ � ... � «.,,;` i M �� Sr ,.., AND DRAINED TO SANITARY (GATE 2)� �-_ -: , `�, r IMPERVIOUS SURFACING 3-0 - / , 18 FROM PROPERTY LINE. _ �� 0 ,r � T REMOVE __ -+. `, O E ALL PAVING FROM _ -_w._ `"�--,..._ �-� tom. °- " - ., - �.�__ �--- EXIS _ t THIS 3-0MARK SOUTHWARD TOP OF BANK 50' RIPARIAN SETBACK FROM TOP OF BANK. REBUILDING OF THE SWANSON FACILITY IS EXEMPT FROM SETBACK REQUIREMENT. PROVIDE 24'-0" WIDE IMPERVIOUS PAVING FIRE - AND EMERGENCY SERVICES ACCESS LANE BEGINNING FROM INSIDE FACE OF NEW FENCE AND/OR RETAINING WALL. FOR REFERENCE: NEW 24" DIAMETER S.U.B. WATER LINE AND 12' WIDE W.P.R.D MULTI -USE PATHWAY 24'-0" WIDE FIRE LANE EXISTING STORMWATER MANAGEMENT FACILITY TO REMAIN. EXISTING STORMWATER OUTFALL TO REMAIN ---/ IN CONCERT WITH PAVING ACTIVITY AS IN THE NOTES TO THE LEFT, AND IN COORDINATION WITH ESTABLISHING THE FIRE LANE, ESTABLISH GRADE AND INSTALL NEW IMPERVIOUS SURFACING TO INSIDE FACE OF NEW FENCING AND/OR RETAINING WALL. INSTALL V-0" HIGH GALVANIZED CHAIN LINK FENCE FOR LENGTH OF PROPERTY WITHIN THE LIMITS OF THIS SITE PLAN APPLICATION. CENTER FENCE ON RETAINING WALL. IN CONCERT WITH NEW FENCE PROVIDE NEW LOW P.I.P. CONCRETE RETAINING WALL JUST INSIDE PROPERTY LINE. TOP OF WALL 6" ABOVE TOP OF PAVING. LOCATION OF RETAINING WALL, ELEVATION OF TOP OF WALL AND DESIGN DETAILS AND SPECIFICATIONS TO BE PROVIDED PRIOR TO COMMENCING ACTIVITY ALONG SOUTH PROPERTY LINE. TING CATCH BASIN NEW EMPLOYEE ACCESS . TO REMAIN (TYP.) WALKWAY AND ROAD CROSSING. u _-_-- `` EXISTING 2 -CHAMBER LOCATE AS DIRECTED. - RELOCATED 1000 GALLON �.. �. CATCH BASIN TO REMAIN so , ;-. PROPANE TANK WITH --`i i l tri " i '`► ``� PROTECTIVE BOLLARDS ', ; ` INSTAL! (2) NEW GATES AND (4) GATE r �. _, r.• _%'` --= __ r.' / y:` t r , `% ' POSTS. LOCATE POSTS 80'-0" O.0 AND IN a - NEW FIRE DEPARTMENT ALIGNMENT WITH, NEW FENGE:' NEW _— ..< l•• G" ` CONNECTION, BACKFLOW - r •' ---- ,--- _. Tr r GATE '�' - _ �/ r r r TO CONSIST OF (2} 40' ROLLING GATES. PREVENTION AND WATER Y EACH ROLLS ALONG INSIDE OF NEW FENCE, METER BUILDING � - , � , t r r� �, �� _.� , � / , �- , _ - ,,x NEW MANHOLE AND OIL - - ONE NOR ONE TO SO _ - "_ � - �/r NORTH, O • ,.,,,: WATER SEPARATOR �' - t �l T O (SEE CIVIL) r�r i 10' VI r ON CLEARANCE •''�• `~ �, ' ,� � . •.,, ` ,, (, i i � - _ _ --_ - � !' SI RANCE TRIANGLE ff • 4 „ _w _ . r.0 r AT DRIVEWAY (TYPICAL) B PLAN NEW FIRE -HYDRANT \. �� tom` �. -_ ►.,,: ' -`_ ��� �� l.F % SAWCUT AND REMOVE EXISTING 00 •.... `� r IMPERVIOUS SURFACING V-0" FROM .. r* „� `.`\\ ' rr NEW FENCE �' JUL " ? 2015 (2)NEW CATCH BASINS E CM EXISTING 10' WIDE PrmA=oi NE % ?; EASEMENT TO BE VACATED planner. EAST AND WEST TOP OR BANK / �..: .A�y4,i � tit �^��`,. th �• `. '� �r �%� 1' ' ,%r - `� , IN CONCERT WITH PAVING ACTIVITY, AS NOTED TO 30 r` fir' OF EXISTING DRAINAGE SWALE THE LEFT, AND IN COORDINATION WITH OTHER `\.,., �� `�► r% 4 TO REMAIN DEMOLITION, NEW IMPROVEMENTS AND -EXISTING ~ (GATE. IMPROVEMENTS TO REMAIN, ESTABLISH GRADE,,.---- f y� f� � � � " AND INSTALL NEW AND AND REPLACEMENT �f t i` -%'�`' ��_• f IMPERVIOUS SURFACING TO INSIDE FACE OF NEWL E(O 3h E N D FENCE AND/OR RETAINING WALL i t EXISTING IMPROVEMENTS TO REMAIN NEW IMPROVEMENTS FXISTI"GST°RM�"AR°UTFALLT° REMAIN. EXISTING STORMWATER MANAGEMENT�� INSTALL 8'-0" HIGH GALVANIZED CHAIN LINK FENCE FACILITY TO REMAIN. r' - - FOR THE LENGTH OF THE PROPERTY. CENTER .�� h FENCE 40'-0" WEST OF EAST EDGE OF EXISTING QUARRY ACCESS ROAD IN CONTINUOUS ARC. NEW 15'X 110' GRADE LEVEL TRUCK SCALE CENTERED IN 20'X 115' ZONE,; EXISTING QUARRY RAIL SPUR TO REMAIN SITE PLAN NOTES 1. INSTALL PUBLIC WORKS LOCKS ON ALL MANUALLY OPERATED VEHICLE GATES AND A KNOX BOX KEYED SYSTEM FOR ALL ELECTRICALLY OPERATED VEHICLE GATES. 1. CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS, FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT. 2. REFER TO CML DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES. STARTING AT THIS LOCATION, PROVIDE ONE "NO PARKING - FIRE LANE'" SIGN EVERY 200' WESTWARD. ATTACH PERMANENTLY TO FENCE WITH TOP OF SIGN 6'-0"ABOVE GRADE. SIGN TO COMPLY WITH OREGON FIRE CODE APPENDIX D103.6. PROPERTY LINE ADJUSTMENT BY THE CITY OF SPRINGFIELD EXISTING QUARRY ACCESS TO REMAIN INSTALL NEW GATE POST 50`-0" O.C. FROM NEW GATE POST TO SOUTH INSTAL! NEW 5W -V' ROLLING GATE. ROLLS ALONG INSIDE OF NEW FENCE NORTHWARD INSTALL NEW GATE POST ON ADJUSTED PROPERTY LINE AND IN ALIGNMENT WITH NEW FENCE TO NORTH INSTALL NEW 5'-0" WIDE GATE IN NEW PROPERTY LINE FENCE AT NEW FENCE CORNER NEW PUBLIC FIRE HYDRANT BY SUB -ir01l5-27m to LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 PROPERTY LINE f -- -- -- - RIGHT-OF-WAY CENTERLINE -. EASEMENT LINE - FENCE UNKNOWN UTILITY VAULT EDGE OF PAVEMENT TELEPHONE RISER TOP OF SWALE WATER VALVE GRADE BREAK FIRE CONNECTION STORMWATER LINE ------ WASTEWATER LINE DECIDUOUS TREE OVERHEAD WIRES BUILDING STORM MANHOLE CONCRETE CATCH BASIN 3 AREA DRAIN SPOT ELEVATION WASTEWATER MANHOLE EXISTING STORMWATER MANAGEMENT�� INSTALL 8'-0" HIGH GALVANIZED CHAIN LINK FENCE FACILITY TO REMAIN. r' - - FOR THE LENGTH OF THE PROPERTY. CENTER .�� h FENCE 40'-0" WEST OF EAST EDGE OF EXISTING QUARRY ACCESS ROAD IN CONTINUOUS ARC. NEW 15'X 110' GRADE LEVEL TRUCK SCALE CENTERED IN 20'X 115' ZONE,; EXISTING QUARRY RAIL SPUR TO REMAIN SITE PLAN NOTES 1. INSTALL PUBLIC WORKS LOCKS ON ALL MANUALLY OPERATED VEHICLE GATES AND A KNOX BOX KEYED SYSTEM FOR ALL ELECTRICALLY OPERATED VEHICLE GATES. 1. CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS, FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT. 2. REFER TO CML DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES. STARTING AT THIS LOCATION, PROVIDE ONE "NO PARKING - FIRE LANE'" SIGN EVERY 200' WESTWARD. ATTACH PERMANENTLY TO FENCE WITH TOP OF SIGN 6'-0"ABOVE GRADE. SIGN TO COMPLY WITH OREGON FIRE CODE APPENDIX D103.6. PROPERTY LINE ADJUSTMENT BY THE CITY OF SPRINGFIELD EXISTING QUARRY ACCESS TO REMAIN INSTALL NEW GATE POST 50`-0" O.C. FROM NEW GATE POST TO SOUTH INSTAL! NEW 5W -V' ROLLING GATE. ROLLS ALONG INSIDE OF NEW FENCE NORTHWARD INSTALL NEW GATE POST ON ADJUSTED PROPERTY LINE AND IN ALIGNMENT WITH NEW FENCE TO NORTH INSTALL NEW 5'-0" WIDE GATE IN NEW PROPERTY LINE FENCE AT NEW FENCE CORNER NEW PUBLIC FIRE HYDRANT BY SUB -ir01l5-27m to LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 LIGHT POLE f POWER POLE SCHIRMU TRANSFORMER r UNKNOWN MANHOLE UNKNOWN UTILITY VAULT J TELEPHONE RISER SATRHI�j WATER VALVE _ FIRE CONNECTION a: EVERGREEN TREE TREE TO REMOVE DECIDUOUS TREE X BUILDING CONCRETE t- W '� SPOT ELEVATION CONTOUR -` CONTOUR INTERVAL =I FOOT DISTANCES SHOWN IN FEET EXISTING STORMWATER MANAGEMENT�� INSTALL 8'-0" HIGH GALVANIZED CHAIN LINK FENCE FACILITY TO REMAIN. r' - - FOR THE LENGTH OF THE PROPERTY. CENTER .�� h FENCE 40'-0" WEST OF EAST EDGE OF EXISTING QUARRY ACCESS ROAD IN CONTINUOUS ARC. NEW 15'X 110' GRADE LEVEL TRUCK SCALE CENTERED IN 20'X 115' ZONE,; EXISTING QUARRY RAIL SPUR TO REMAIN SITE PLAN NOTES 1. INSTALL PUBLIC WORKS LOCKS ON ALL MANUALLY OPERATED VEHICLE GATES AND A KNOX BOX KEYED SYSTEM FOR ALL ELECTRICALLY OPERATED VEHICLE GATES. 1. CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS, FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT. 2. REFER TO CML DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES. STARTING AT THIS LOCATION, PROVIDE ONE "NO PARKING - FIRE LANE'" SIGN EVERY 200' WESTWARD. ATTACH PERMANENTLY TO FENCE WITH TOP OF SIGN 6'-0"ABOVE GRADE. SIGN TO COMPLY WITH OREGON FIRE CODE APPENDIX D103.6. PROPERTY LINE ADJUSTMENT BY THE CITY OF SPRINGFIELD EXISTING QUARRY ACCESS TO REMAIN INSTALL NEW GATE POST 50`-0" O.C. FROM NEW GATE POST TO SOUTH INSTAL! NEW 5W -V' ROLLING GATE. ROLLS ALONG INSIDE OF NEW FENCE NORTHWARD INSTALL NEW GATE POST ON ADJUSTED PROPERTY LINE AND IN ALIGNMENT WITH NEW FENCE TO NORTH INSTALL NEW 5'-0" WIDE GATE IN NEW PROPERTY LINE FENCE AT NEW FENCE CORNER NEW PUBLIC FIRE HYDRANT BY SUB -ir01l5-27m to LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 EXISTING NEWER AC PAVING TO REMAIN f SCHIRMU NEW ASPHALT PAVING NEW PERVIOUS ASPHALT PAVING EXISTING CONCRETE PAVING TO REMAIN ° NEW CONCRETE PAVING SATRHI�j �e NEW FENCING z TREE TO REMOVE VISION CLEARANCE TRIANGLE EXISTING STORMWATER MANAGEMENT�� INSTALL 8'-0" HIGH GALVANIZED CHAIN LINK FENCE FACILITY TO REMAIN. r' - - FOR THE LENGTH OF THE PROPERTY. CENTER .�� h FENCE 40'-0" WEST OF EAST EDGE OF EXISTING QUARRY ACCESS ROAD IN CONTINUOUS ARC. NEW 15'X 110' GRADE LEVEL TRUCK SCALE CENTERED IN 20'X 115' ZONE,; EXISTING QUARRY RAIL SPUR TO REMAIN SITE PLAN NOTES 1. INSTALL PUBLIC WORKS LOCKS ON ALL MANUALLY OPERATED VEHICLE GATES AND A KNOX BOX KEYED SYSTEM FOR ALL ELECTRICALLY OPERATED VEHICLE GATES. 1. CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS, FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT. 2. REFER TO CML DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES. STARTING AT THIS LOCATION, PROVIDE ONE "NO PARKING - FIRE LANE'" SIGN EVERY 200' WESTWARD. ATTACH PERMANENTLY TO FENCE WITH TOP OF SIGN 6'-0"ABOVE GRADE. SIGN TO COMPLY WITH OREGON FIRE CODE APPENDIX D103.6. PROPERTY LINE ADJUSTMENT BY THE CITY OF SPRINGFIELD EXISTING QUARRY ACCESS TO REMAIN INSTALL NEW GATE POST 50`-0" O.C. FROM NEW GATE POST TO SOUTH INSTAL! NEW 5W -V' ROLLING GATE. ROLLS ALONG INSIDE OF NEW FENCE NORTHWARD INSTALL NEW GATE POST ON ADJUSTED PROPERTY LINE AND IN ALIGNMENT WITH NEW FENCE TO NORTH INSTALL NEW 5'-0" WIDE GATE IN NEW PROPERTY LINE FENCE AT NEW FENCE CORNER NEW PUBLIC FIRE HYDRANT BY SUB -ir01l5-27m to LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 ta��■ -I- LANDSCAPE ARCHITECTS -F SCHIRMU SATRHI�j z 0 W Z�Crr�p �-• Q >OV�-LLQ n' ./ wZ W wZm 00 O00 `'aCc> ¢oars O tD ,vrawvw� �awmpN m =o�pzw� Z = W a) 0)-- C 9 wzo=`npp t- 9 W = Co �. W LL Zoa�ao� E wm u=jm- i m u% a) ro owg� - Cl) %wairy=��rVn W E aj yzu W r ocmr,z�Z�$ o�azm�� as �w¢Ow= V) Q u V C 0 A01 84 • Z 0 0 LLL cO fi O J 0 1Z C LL. � G � CL uj ,Z no Q a -i rr�n� •Q zLuz V z") � (n ., j 0. Z ui Z 0 LL. U) � m Scale: l• = 50' - 0' 0 25 50 100 Revisions # Date Description N a: Ad Lo m cow t 3 m 0 0 w Qr C ,_ Y ID m w a rr w L4mO Of x L6 N z :J 8_„ c - x c _ c _ - ,_ f - -- - EXISTING TREES AND GRASSES IN THIS AREA TO REMAIN v c ' , _ - , r _ M1 4 t , - 7 r i S” f , mow. ENTRY PLANTINGS 4r E DETERMINED - c TO B r n 3 r VUt5Lt1-1Lt vitSU v. _ _ t � _-`' i : t •- -.._ ` - � "' -- ,_„•, (176) YELLOW CHINESE IRIS (18" O C) '' f xj ` f _ (4) DOUGLAS SPIREA (368) BRIGHT GEM TULIP 12" O C.) (2) VINE MAPLE (350) FALSE YELLOW CROCUS (9" O.C.) -- / _ _ - ' �t � (3) EVEREST AZALEA f Q(450) KING ALFRED DAFFODIL (12" O.C.) ;f (400) DULL OREGON GRAPE (2'O.C.) ' - - - - 8 LARGE CAMAS f l (8) OREGON IRIS (8) COMMON CAMAS (3) EVEREST AZALEA / (190) BEACH STRAWBERRY ---= / (148) DENSE SEDGE WITH ROCK MU LCH 2 VINE MAPLE - t (8) BENNERUP BLUE 4 DOUGLAS SPIREA SIBERIAN IRIS " (8) LARGE CAMAS— (50) CREEPING OREGON GRAPE, • '..• � .•� III.f -, 1 MARSHALLASH t _ ` --• t t - i•} -- (390} DULL OREGON (12) CREEPING OREGON GRAPE GRAPE 2' O.C_ ttt �t.F ( ) (4) OCTOBER GLORY RED MAPLE u J _ 64 t 11 (3 ) B STRAWBERRY r i u ` t EACH ____,_,----•-.._„ t _ t (14$) DENSE SEDGE ` WITH ROCK MULCH ' 3/4 - MINUS CRUSHED ROCK WITH r TOP LAYER OF 1/4 -10 CRUSHED , , t t ..,,- . f {8) COMMON CAMAS ! ROCK SURFACING FROM EDGE #� t � r OF QUARRY ROAD TO WEST SIDE , 1 ,= `.. • � i rt � � {8) OREGON IRIS i_ t � � OF RAIL SPUR SC �, , t.y ,� <� � � t ( ) 00 EANOTHU ( - ���3'y�.�,���� e , _ a HOOKER'S i '- G S T /O � ` -•---_ KER S ., a - t r, o' r s r jr- 111mRfi 4 4 , °- t 'i 41 _d � t it tt _w_. ` w�•-_11 vozI t ;. rf v EXISTING VEGETATION IN THIS AREA TO REMAIN _ - ------------ v � r' { , „•� F r d .,. ,V --rift- tI 3/4 - MINUS CRUSHED ROCK WITH TOP (3) SCARLET OAK / `� `�=� ;` 'r , LAYER OF 1/4 -10 CRUSHED ROCK ,� _� { .�' �,' � SURFACING FROM EDGE OF QUARRY -CEANOTHUS ROAD TO WEST SIDE OF RAIL SPUR �•, �� c� r� _"`;�.�_� �•. ,� '�.� (T O.C.) PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM `- ' LANDSCAPE ARCHITECT. - - Botanical Name Common Name IsGe lComments W W i z�0INE a M 0 , ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. TREES EVERGREEN TREE .. ' 4 Acer circinatum Vine Maple 4'-5' 3 Stem Minimum 4 Acer rubrum 'October Glory' October Glory Red Maple 2" cal. Matched, evenly branched 1 Fraxinus pennsylvanica'Marshall' Marshall Ash 2" cal. Matched, evenly branched 3 Quercus coccinea Scarlet Oak 2" cal. Matched, evenly branched 0 CATCH BASIN _ EXECUTION OF WORK REPAIR ANY DAMAGE TO EXISTING UTILITIES, SHRUBS 0 JUL t 2015 6 Azalea 'Everest' Everest Azalea 5 gal ELEVATION l Y P 58 Ceanothus velutinus var. hooked Hooker's Ceanuthus 5 gal MANNER APPROVED BY THE GENERAL CONTRACTOR. 7 Osmanthus heteroph lus Holly -leaf osmanthus 5 gal. CONTOUR INTERVAL =1 FOOT ✓ 8 S iraea dou lasii Douglas S irea 5 gal. _ ' f f- 10 Viburnum plicatum tomentosum 113oublefile, Viburnum 15 gal. REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR Revisions ` ` EXISTING VEGETATION SOUTH OF PROPERTY PERENNIALS 16 Camassia leichtlinii var. suksdorfii Large Camas 1 gal 176 Iris forestii Yellow Chinese Iris 1 gal. Plant 18" o.c. 24 Iris siberica'Bennerup Blue' Bennerup Blue Siberian Iris 1 gal. 16 Iris tenax Or on Iris 1 gal. 450 Narcissus'Kin Alfred' Ming Alfred Daffodil 1 gal. Plant 12" o.c. 350 Nothoscordum sellowianum I False Yellow Crocus 1 gal. Plant 9" o.c. 368 Tulipa batalinii 'Bright Gem' Bright Gem Tulip 1 gal. Plant 12" o.c. OLa GROUNDCOVER ►� 990 Mahonia nervosa Duff Leaf Oregon Grape 12 gal. 1PIaWt 2' o.c. 62 Mahonia re ns ICreeping Oregon Grape 13 gal. IPlant 3' o.c. RAIN GARDEN GROUNDCOVER otal area 863 square #ee# 16 Camassia quamash Common Camas 1 gal. 294 Carex densa Dense Sedge 4" pot Plant 12" o.c. 554 Fra aria chiloensis Beach Strawbe 4" pot Plant 12" o.c. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO _,„-! f '� "'� a ,,.• W W i z�0INE a M 0 , ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. az 00) ' ti'8<c�ow g EVERGREEN TREE .. ' 3. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT v 1_ OVERHEAD WIRES aazm> wI -W W O W = / NAL SITE PLAN • OF WORK PRIOR TO THE EXECUTION OF THE WORK. C$S E�e t - - 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO Aw )L.S 0 CATCH BASIN _ EXECUTION OF WORK REPAIR ANY DAMAGE TO EXISTING UTILITIES, LL 0 JUL t 2015 :7 PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND INA ELEVATION l Y P LL WASTEWATER MANHOLE xCONTOURP MANNER APPROVED BY THE GENERAL CONTRACTOR. J O W —� w CL W 0 ___------ - - CONTOUR INTERVAL =1 FOOT ✓ 5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO Z v) _ ' f f- �, annex: Scale -11=51Y -(Y REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR Revisions ` ` EXISTING VEGETATION SOUTH OF PROPERTY ROOTS LARGER THAN 3 IN DIAMETER WITHOUT PRIOR APPROVAL OF ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. PLANT LOCATION, TYPE AND QUANTITY TO BE REVIEWED AND APPROVED AT THE TIME OF BUILDING PERMIT SUBMITTAL. 7. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. IRRIGATION NOTES 1 . IRRIGATION SYSTEM TO BE INSTALLED IN ALL PLANTING AREAS. 2. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 PRS SERIES OR APPROVED). ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. GENERAL NOTES 1. CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS, FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT. 2. REFER TO CML DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES, ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES. -�y LINE IS NOT PART OF THIS LAND USE LEGEND - /" ```� APPLICATION EXISTING IMPROVEMENTS TO REMAIN NEW IMPROVEMENTS PLANTING PROPERTY LINE LIGHT POLE EXISTING NEWER AC PAVING TO REMAIN EXISTING TREE TO REMAIN - - RIGHT-OF-WAY CENTERLINE POWER POLE - - __ EASEMENT LINE �y TRANSFORMER NEW ASPHALT PAVING FENCE UNKNOWN MANHOLE o PROPOSED TREES, SHRUBS, `'•�' AND PERENNIALS EDGE OF PAVEMENT rss UNKNOWN UTILITY VAULT NEW PERVIOUS ASPHALT PAVING TOP OF SWALE _ , TELEPHONE RISER GRADE BREAK WATER VALVE EXISTING CONCRETE PAVING TO REMAIN CRUSHED ROCK GROUNDCOVER -------- STORMWATER LINE _,„-! FIRE CONNECTION W W z000z 'gyp W=�a z�0INE a M 0 , WASTEWATER UNE az 00) ' ti'8<c�ow g EVERGREEN TREE .. NEW CONCRETE PAVING t.. W I.L 00%WQamCC ►- toRH!z Q N O irw�W?�ow N (DW?aW Is __ ..__. OVERHEAD WIRES aazm> wI -W W O W = BUILDING • 00 W < 3.1 0 C$S E�e STORM MANHOLE -- NEW FENCING I' RIGH H Aw CONCRETE 0 CATCH BASIN _ 0 LL 0 :7 AREA DRAINSPOT ELEVATION l Y P LL WASTEWATER MANHOLE xCONTOURP Gj J O W —� w CL W 0 ___------ - - CONTOUR INTERVAL =1 FOOT ✓ j U) N (1) d. J 0 Z s Z v) DISTANCES SHOWN IN FEET LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2095 a + LANDSCAPE ARCHITECTS + SCHI1 1 SATREN 2 0 W W z000z 'gyp W=�a z�0INE a M 0 , t- >o55r,�,r IZ ti zo Wo � ocao� az 00) ' ti'8<c�ow g U}Uw00 amWnWW!gO o�: C � a�owooa s iA a W W azF- vsWo t.. W I.L 00%WQamCC ►- toRH!z Q N O irw�W?�ow N (DW?aW Is W N as =���Zoa aazm> wI -W W O W = .� V �yx.0 T � N tr�iilaz u Cto 0 or �a 00 W < 3.1 0 C$S E�e a I' RIGH H z 0 a 0 LL 0 0 J 0 ti LL CL Z v Wza mo J O W —� w CL W 0 Z Uj Q Z CO) j U) N (1) d. J 0 Z s Z v) ■ J U) ti 0 1 Scale -11=51Y -(Y 0 25 50 100 Revisions # I Date Description N ,Oco 21 !- in co w E z m a OLa ® ►� ■ t _c c -_ .4 _GENERAL NOTES c__ N 1. CONFIRM LOCATION AND SPECIFICS OF ALL SHOWN BUILDINGS, T FIXTURES AND SITE IMPROVEMENTS WITH LANDSCAPE ARCHITECT. 2. REFER TO CIVIL DRAWINGS TO CONFIRM UTILITIES, UTILITY FIXTURES, ETC. SEE LANDSCAPE ARCHITECT IF DISCREPANCIES. wz 'b Al 110 W19 _U1, V rD E� 00 (4) AREA LIGHTS. C� Ilk 0 LOCATE JUST INSIDE NEW FENCE, 90'O.C. < C ? _E4.,r _EE c IM: 90, -4— -1 1r A # DZY N A (3) SIGN LIGHTS. LOCATE 5' FROM m — / jjj t FACE' OF SIGN -0" O.C. CENTERED X, 5 \'Z ON SIGN / h, x. 4- 4 X P "y 0 E� y lz E .Vii YARY /T/ 'illy Y Ic 7r/ 4 L_4 Puts!? ed "O'C'4an Alem nu - Fixture includes dew, medium -base, lamp. j 'b Lame flicufti) Srens!rwi;zdaseO Reftedw ley b Notes PreSrrcsNed sena ,Wofal, 16*(4C*m_.)}Lx excellent resistance to corrosion, ultraviolet dfts., w4di%me a".,mv 24' degradation and abrasion. The finish is covered is held in place with two 31W (9 wim) mount- -s rwor W -d sc,Wpe .1w by our severt-yew limited warranty. ing rods fastened to a stem backing plate inside 120V Peactor C "Aft 60 - 150W I -PS --FINAL SITE PLAN —High Powu factor Mast 277V Reactor WASTEWATER MANHOLE Sealing washes to prevent water leakage- Lens MIN! PLUESTAWMETAL WLIM Hmg.Ais.,nWy 12W77V IStar-da4 W f PS) —Lens Fwqe $PW, SOWPSWJ L40405.(a)(b) Dia -cast aw.*num dow 12a'206124CV277V frame; soakd .0 < C ? _E4.,r _EE c IM: 90, -4— -1 1r A # DZY N A (3) SIGN LIGHTS. LOCATE 5' FROM m — / jjj t FACE' OF SIGN -0" O.C. CENTERED X, 5 \'Z ON SIGN / h, x. 4- 4 X P "y 0 E� y lz E .Vii YARY /T/ 'illy Y Ic 7r/ 4 L_4 A Al 7 4 4 J) oE " 47� 4 Z/ E� "2 E/ 7 , 0 Z � f �(5) AREA LIGHTS. 'j _E, LOCATE JUST OUTSIDE NEW FENCE, NOMINALLY X FROM EDGE OF ADJACENT PAVING 7 _n FLC121 LED N frf 0, __J 1 rig Side Vie,e Puts!? ed "O'C'4an Alem nu - Fixture includes dew, medium -base, lamp. (See S4. Vim) G$ass Len,3 Lame flicufti) Srens!rwi;zdaseO Reftedw S.3- 1235 wZy" x Notes PreSrrcsNed sena ,Wofal, 16*(4C*m_.)}Lx excellent resistance to corrosion, ultraviolet dfts., w4di%me a".,mv 24' degradation and abrasion. The finish is covered is held in place with two 31W (9 wim) mount- -s rwor W -d sc,Wpe .1w by our severt-yew limited warranty. ing rods fastened to a stem backing plate inside 120V Peactor at.minwn we. "Aft 60 - 150W I -PS --FINAL SITE PLAN —High Powu factor Mast 277V Reactor WASTEWATER MANHOLE Sealing washes to prevent water leakage- Lens MIN! PLUESTAWMETAL WLIM Hmg.Ais.,nWy 12W77V IStar-da4 W f PS) —Lens Fwqe $PW, SOWPSWJ L40405.(a)(b) Dia -cast aw.*num dow 12a'206124CV277V frame; soakd .0 0..e Pole Nttuht close 944e A Al 7 4 4 J) oE " 47� 4 Z/ E� "2 E/ 7 , 0 Z � f �(5) AREA LIGHTS. 'j _E, LOCATE JUST OUTSIDE NEW FENCE, NOMINALLY X FROM EDGE OF ADJACENT PAVING 7 _n FLC121 LED N frf 0, __J 1 rig Side Vie,e pole vcu�t Temv�-o Fixture includes dew, medium -base, lamp. (See S4. Vim) G$ass Len,3 Wse,-rated porcelain enclosed, 4kv-rated saw- an E -coat epoxy primer with medium bronm cast aluminum. Mounting consists of a 1Z Captive Lens St: eA alaek sta"Vess ;tvel Notes COO Lamp ignitor included where required. All ballast excellent resistance to corrosion, ultraviolet (38 mm) long ednided aluminum am. The am 24' degradation and abrasion. The finish is covered is held in place with two 31W (9 wim) mount- following circuit types: by our severt-yew limited warranty. ing rods fastened to a stem backing plate inside 120V Peactor W ow = X R the pole, aid by two rails inside the fixture 60 - 150W I -PS --FINAL SITE PLAN housing. Mounting rodsare provided with 277V Reactor WASTEWATER MANHOLE Sealing washes to prevent water leakage- Lens MIN! PLUESTAWMETAL WLIM 0 12W77V IStar-da4 W f PS) CONTOUR INTERVAL =1 FOOT $PW, SOWPSWJ L40405.(a)(b) M 12a'206124CV277V j Tan Vwoof Lar. F.,stexrs TYWF" LAC1407-1pl(b) IL 0 M 3: t= W OE< % 0 Maxiartt x70 -ISM W% :fajl> Button Photocdf LS -L Pdycarbonate Van" Shield I 1204MI347V lEa4ijdarxy) -5P fides�9totoCelltrx4[oYt sett 15GWPS&4H LA0615-(a)(!� 0 (staritard: ma -t 70-150w" RICH M. E - HCH PFIBR.RE SWUM I 120V relarriping, LL Listed in US and Cartoda for we( 50WHIS b 2' 277V Z ILO�a 27 277VR49d0r0WWFWH2k) 20V Rx�d UqhiimIm -Aooe Carpwj, At rigiss reserved- TW irftrroicn ir. INS400inxvit is sAW to Owlewibmt ixgiw D I R ECo7p) serr 100M.Ps tfiC15INa)(b) 3 208V 150W HIPS LACx545 Taj h 240V 5 480V (70 - I M Ht�S) (b) 6 347V(coA Fcr K,aq, WaLwity ".da ,tw t.Grsat t,�.vL,_ Etx-14r: Taq 0, catm tw PAd Lknd q ulmm4 Irder.,tord Dwb", 665-0321 1/4 Description Beam Type symmetric, medium beam IP66. Surface mounted LED floodlight. Integral control gear. Special effects Lamp Type 6 LED 12W (4000K) can be realized with linear lens, or flood lens. Gear Type electronic gear Nominal Luminous Roc (Im) a I %JF%MVVP% 1 Qr% MFVV- LED Lumens Wforward ftowsharjo culdf luminaim for HID Fixture includes dew, medium -base, lamp. Exclusive Colorfast CdtaG"& finish features lamp, totally enclosed Housing is seamless, elle- Wse,-rated porcelain enclosed, 4kv-rated saw- an E -coat epoxy primer with medium bronm cast aluminum. Mounting consists of a 1Z shell -type lampholda with quick disconnect. ultra-duraole powder topcoat, providing (44 mm) wide by 2.5"(64 nun) high by 1.5" Lamp ignitor included where required. All ballast excellent resistance to corrosion, ultraviolet (38 mm) long ednided aluminum am. The am assemblies are high-power factor aid use the degradation and abrasion. The finish is covered is held in place with two 31W (9 wim) mount- following circuit types: by our severt-yew limited warranty. ing rods fastened to a stem backing plate inside 120V Peactor W ow = X R the pole, aid by two rails inside the fixture 60 - 150W I -PS --FINAL SITE PLAN housing. Mounting rodsare provided with 277V Reactor WASTEWATER MANHOLE Sealing washes to prevent water leakage- Lens 15OW PSIM US4,689,729 ass consists of rigid aluminurn frame aid ------456 CONTOUR INTERVAL =1 FOOT high -impact dew -tempered glass, with gasketed f!K— ffgh Reactance JUL. -2 2015 lens frame, 50 -15GWPSMR SO -150W I €'S IL 0 M 3: t= W OE< % 0 LS -L Pdycarbonate Van" Shield planner. Ln2t forusewittliAtirmin toi pos„on) 0 SeL-L 8xid RICH M. E - ANS laimp wattage label su*ted, visible during TPs-1 Tarriperproof Scravdriver VrL Wre Guwd relarriping, LL Listed in US and Cartoda for we( �A� ASG locations. Z 0 RUUD UGHTING 20V Rx�d UqhiimIm -Aooe Carpwj, At rigiss reserved- TW irftrroicn ir. INS400inxvit is sAW to Owlewibmt ixgiw D I R ECo7p) 9201 1AW*0w Avecitm - Racine. Wlsoortsin 534106-3772 - F,0e {rte) 236-77000 - FAX (&1k) 236-7SM - 665-0321 1/4 Description Beam Type symmetric, medium beam IP66. Surface mounted LED floodlight. Integral control gear. Special effects Lamp Type 6 LED 12W (4000K) can be realized with linear lens, or flood lens. Gear Type electronic gear Nominal Luminous Roc (Im) a I %JF%MVVP% 1 Qr% MFVV- LED Lumens 202.2 Im LEDs 6 Total Lumens 1213 Im Tj 85 *C Rated Luminous Flux (Im) 1 4 A. A. BUILDING LED Lumens 171.8 [in Total Lumens 1031.1 Im Ta 25 'C Rated Input Power 16W LEGEND �q ��� �r EXISTING IMPROVEMENTS TO REMAIN NEW IMPROVEMENTS LIGHTING PROPERTY LINE = LIGHT POLE EXISTING NEWER AC PAVING TO REMAIN AREA LIGHT - RIGHT-OF-WAY CENTERLINE - EV -3- POWER POLE MOUNTED NO HIGHER THAN 25` ABOVE FINISH GRADE EASEMENT LINE TRANSFORMER NEW ASPHALT PAVING SIGN LIGHT FENCE UNKNOWN MANHOLE EDGE OF PAVEMENT v UNKNOWN UTILITY VAULT NEW PERVIOUS ASPHALT PAVING AREA LIGHT PHOTOMETRICS; TOP OF SWALE TELEPHONE RISER GRADE BREAK EXISTING WATER VALVE CONCRETE PAVING TO REMAIN a I %JF%MVVP% 1 Qr% MFVV- rimr_ CONNECTION JVN WASTEWATER LINE > OVERHEAD WIRES q 1 4 A. A. BUILDING STORM MANHOLE NEW FENCING r. Z CONCRETE g. W ow = X R 0) AREA DRAIN --FINAL SITE PLAN SPOT ELEVATION WASTEWATER MANHOLE 11� CONTOUR co CD WO ia M Z y E lo ------456 CONTOUR INTERVAL =1 FOOT 17 wm r wmu-mw JUL. -2 2015 DISTANCES SHOWN IN FEET IL 0 M 3: t= W OE< % 0 planner. LEGEND �q ��� �r EXISTING IMPROVEMENTS TO REMAIN NEW IMPROVEMENTS LIGHTING PROPERTY LINE = LIGHT POLE EXISTING NEWER AC PAVING TO REMAIN AREA LIGHT - RIGHT-OF-WAY CENTERLINE - EV -3- POWER POLE MOUNTED NO HIGHER THAN 25` ABOVE FINISH GRADE EASEMENT LINE TRANSFORMER NEW ASPHALT PAVING SIGN LIGHT FENCE UNKNOWN MANHOLE EDGE OF PAVEMENT v UNKNOWN UTILITY VAULT NEW PERVIOUS ASPHALT PAVING AREA LIGHT PHOTOMETRICS; TOP OF SWALE TELEPHONE RISER GRADE BREAK EXISTING WATER VALVE CONCRETE PAVING TO REMAIN LAND USE REVIEW SE THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 a I %JF%MVVP% 1 Qr% MFVV- rimr_ CONNECTION JVN WASTEWATER LINE EVERGREEN TREE NEW CONCRETE PAVING OVERHEAD WIRES Z -'- - -5,,Kx,7'x; X 1 4 A. A. BUILDING STORM MANHOLE NEW FENCING tu 0 0) 0= CONCRETE CATCH BASIN W ow = X R AREA DRAIN 'T" SPOT ELEVATION WASTEWATER MANHOLE 11� CONTOUR co CD WO ia M Z y E lo ------456 CONTOUR INTERVAL =1 FOOT wm r wmu-mw DISTANCES SHOWN IN FEET LAND USE REVIEW SE THIS DRAWING IS NOT FOR CONSTRUCTION JUNE 8, 2015 9 LANDSCAPE ARCHITECTS + SCHI MER SATREN 0 a: j 1-: URI 0 C1� 2, ImWE O 0-o.0. 1x_ lull I=- .0 t -, '= tu 0 0) 0= tv (0 Ir LA_ CD 0 to W ow = X R W Cc ILL E Lu W C'q 00 ve LQ !2 ig WQZ qT = Cl) Cc iQ W � 1 S W Uj coS j 6 3:3 6 !j co CD WO ia M Z y E lo i- WaWQOwQ wm r wmu-mw 0 W g'S LL 0=)O 3: 0 W IL 0 M 3: t= W OE< % 0 0 RICH M. E - ft 499 & �A� ASG Z 0 0 0 j U. . 0) 0 0 Z =) 02 W J LLj CL Z Z ittt— (3 4 0 aIcaz�� j W Q0 U) Z (Ln0 (T) Scale: 11 = 50' - 01 0 25 50 100 Revisions # Date Description co COD M o: W Z is f JC 0. L6mO 9 --J WW RIM:471..0 g �v- 101, 2- " '" d "' �N ' N Cr 1�1viow P. -e.10W ft 6 ''--•.•„ �: � -fig � \ _ .--_.._ �`'`' _�` 10, lb a o / 60' WIDE TRANSMISSIONFl :466.5 �Ywo ""` LINE EASEMENT FOR 4 2 ""' �.•.., �r \ \�'` ~--' _ - _ __ _ / SPRINGFIELD UTILITY BOARD n wiy r 1 Jill I � ,,,.. � y_\,,.,�.yy ".,,, -`_"_ ,�' �'l �""^-ate--• � '-^--_ ""�..'.� "' -►__ 10 / 6 2 FL-468.4CO __ Sys y� •....._� Zi c -� — --.. C:::7 v� ¢ a � / F 03 t 1/ 0 / 10 RIM:472.0 1 % 11.5 17 FX 10" I j 4 - 3 4 / 9 `1 :✓ / / _ / s ° o ! �/ / 30' WIDE ° -_ , Q aRPVT OADWAY f ' EXISTING + LANDSCAPE ARCHITECTS + PROPOSED 1 1 PROPERTY LINE —OD -0— STORMWATER UNE "�_ FENCE —wf vw— WASTEWATER UNE EDGE OF PAVEMENT F FIRE DEPT. WATER LINE - K t -®ST- STORMWATER LINE ---W DOMESTIC WATER UNE -WW— WASTEWATER UNE ® STORMWATER MANHOLE — -OHW — OVERHEAD WIRES 7WO-CHAMBER CATCH BASIN -- -1=0- --- FIBER OP71C UNE ® DITCH INLET CATCH BASIN -T£i_- ---- TELEPHONE LINE @ WASTEWATER MANHOLE — -W- — WATER UNE WASTEWATER AREA DRAIN 0 F �wJw�ow z—w>U'l x---� (APPROX. LOCATION) �¢ww-0. (� W 00 L !"1 CLEAN OUT } STORM MANHOLE 46 FIRE HYDRANT wo-wdOwd CATCH BASIN g zg� z� AREA DRAIN �4wgoaa 03 co 0- WASTEWATER MANHOLE PROfi Fssio� LIGHT POLE POWER POLE ® TRANSFORMER OREGON UNKNOWN MANHOLE OARY • ti� FS_D_V1 STORM VAULT LANA TELEPHONE RISER EXPIRES: DECEMBER 31, 2015 C>Q WATER VALVE ® FIRE CONNECTION FIRE HYDRANT W EVERGREEN TREE 777 BUILDING V. ,o. CONCRETE J LANDSCAPE *zz.r CONSTRUCTION NOTES ( ABANDON EXISTING PIPE 0 PROPOSED WASTEWATER MANHOLE. 0 PROPOSED WASTEWATER PIPE. O4 PROPOSED WASTEWATER PIPE CONNECTION TO BUILDING. O PROPOSED WASTEWATER AREA DRAIN. 1`6 CONNECT TO EXISTING PIPE. PROPOSED STORMWATER MANHOLE. ® PROPOSED OIL WATER SEPARATOR. PROPOSED TWO -CHAMBER CATCH BASIN. 10 PROPOSED DITCH INLET CATCH BASIN. 11 PROPOSED STORMWATER PIPE 12 EXISTING WASTEWATER PIPE TO REMAIN. 13 EXISTING STORMW47ER OUTFALL TO REMAIN 14 NEW WATER TRANSMISSION MAIN (BY SUB). 15 PROPOSED DOMESTIC WATER SERVICE 16 PROPOSED FIRE SERVICE CONNECTION. 17 PROPOSED WATER CONNECTION POINT TO BUILDING. i 8 REMOVE EXISTING CATCH BASIN. 19 BACKFLOW PREVENTER BUILDING. 2110 CONNECT TO EXISTING FIRE UNE. 21 PROPOSED FIR£ UNE. PROPOSED DOMESTIC, WATER UNE. © INSTALL WATER TIGHT PLUG FOR ABANDONED UNE 'EJ INSTALL EMERGENCY SHUT OFF VALVE WITH OPERATIONAL SIGNAGE. 2U5 INSTALL DROP IN FILTERS IN EXIS77NG CATCH BASINS (TYPICAL). PROPOSED FIRE HYDRANT (APPROXIMATE LOCATION). INSTALL 1 1/2- STUB FOR IRRIGA71ON. 8 fl.:4111.E �:/ \ �'>4+...► ' / / �� 7 FL 470.7 %y \•� ` �-�. _ g 10' WIDE POWERUNE,..-- O�� �� \ �ED GFIELDU17UTY BOARD ro .►�. -i 13 ti Q\O ` 15 / rj / �a rl I I I lilt "AR_� 1. OIL/WATER SEPARATORS SHALL BE PROVIDED FOR ALL FLOOR DRAINS SERVING THE SHOP OR MAINTENANCE AREA OR OTHER SANITARY SEWER INLETS IN THE BUILDING ENVELOPE LOCATED NEAR OR CONNECTED TO ANY EQUIPMENT THAT COULD LEAK OR FAIL AND INTRODUCE CONTAMINANTS INTO THE SANITARY SEWER SYSTEMS. 2. THE EXISTING SANITARY SEWER LINES TO BE ABANDONED IN PLACE SHALL BE DONE AS CLOSE AS PRACTICABLE TO THE NEAREST OPERATING MANHOLE, AND EQUIPPED WITH A MECHANICAL, WATER -TIGHT PLUG THAT MEETS CITY SPECIFICATIONS. J. THE TREATMENT DEVICES AND OIL/WATER SEPARATORS SHALL BE SIZED TO ACCEPT RUNOFF FROM ROOF DRAINAGE WHERE APPLICABLE. V anch a NG IN E E RI NGf- Since 1977 civil • transportation structural - geotechnical SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www.BranchEngineering.com Springfield OR I Salem OR 6N -1C*16 a_ 0 C7 w a w m - x v N + LANDSCAPE ARCHITECTS + 1 1 SAT RE 11 Z a w d wQo�ga Zwiyr x� r �. C+ p U O LL F- zwwE-m 0. CO Q ~0.'0zwg 0. o ct 143 0 �F x o -z,'-u`r'iwo :0 U ¢oowg�� 1- u- T" z�¢pn a� z zcnv>zwrw.tai b C\j (J 0 F �wJw�ow z—w>U'l x---� �¢ww-0. (� W 00 L aw�sc.�="' = J z 4 d E �wJzF--wO '�• wo-wdOwd g zg� z� L4 LO 0 > �4wgoaa 03 co 0- U a z- Y S � V?�d!",C7F- PROfi Fssio� �irt,� #52996 OREGON OARY • ti� �P\ LANA EXPIRES: DECEMBER 31, 2015 Z CO) W Z V. ,o. J Vo LL m Z _� Q ZCL Q W CDo ® ZW wa W Z Z 0) > J 0a z0 aUU. G c C � U) � V Scale:1 = W -U" 0 25 50 100 Revisions # Date Description N L S M CA z E r z a_ 0 C7 w a w m - x v N �- r '47p / rFl -RAIL ...� p / ` - .. -- ,,,, � 0��� '�'``-�```,�-•-�� + - -____ ~- .Rom . f _ lb 470 110 00 60' WIDE TRANSMISSION LINE I UTI OR S6FIELI) EMENT F PRINUIY BOARD 475 + J� ... Hwy ►1 '_. ^ / ` •.".- -•\ tel_ 1. or, j 2 t t t ! l 1 � t t 25 t 4 � In? .,• d ..., .,,, if If ltf�pi O d 4 - t, rr 41 a a 1 tt rt 1 ></ .._ .,,. ter. • a7 4 '``- a d a a '- d d a 474 465 �� _•.•,� ' \ a °. 4 < 2 &j TAX MAP 17-03-35-00. TAX LOT 300 CONSTRUCTION LEGEND 0 EXIS77NG AC TO REMAIN. O PROPOSED SANITARY SEWER AREA DRAIN. EXISTING NEW AC PAVING. PROPOSED PROPOSED MAIN GARDEN. SEE DETAIL wag Z C7~Z� PROPERTY LINE 3 APPROX. LIMITS OF VARIES z�WZz� ¢�._. Owz Z - FENCE cn C��O tnto 1-��QOa-cn w>n-wUw� PAVEMENT TO REMAIN �dwmOu�g LuC)L0 EDGE OF PAVEMENT I1J Cis FENCE I -LL E-'�ncnZw^�uQi z80¢oaa TOP OF SWALE 2 d. W? Osc TWO—CHAMBER CATCH BASIN zw�Ow�� Q � w H = ¢ S — — — — GRADE BREAK ® DITCH INLET CATCH BASIN Ali GEOTDMLE FlLTER 3 STORM MANHOLE � LL WASTEWATER CATCH 84SIN �4Fooa' WRAPPED 1N Fll7EI? FABRIC CATCH BASIN AC:407.80 TOP OF ASPHALT ELEVATION RAIN GARDEN SECTION SCALE: N.T.S. AREA DRAIN #52996 c' WASTEWATER MANHOLE 7C:407.80 TOP OF CURB ELEVATION ,,,OREGONQ BRVARY \2 LIGHT POLE EXPIRES: DECEMBER 31, 2015 POWER POLE TW -40780 TOP OF WAIL ELEVATION Uj m ® TRANSFORMER J Q UNKNOWN MANHOLE Z u DR41NAGE FLOW ff,90 STORM VAULT a. 1� OO TELEPHONE RISER 1.1.1 ><! WATER VALVE 0 LL FDZI FIRE CONNECTION ® g Q EVERGREEN TREE 2,ti 0 i v Q~ W t7 � rn ® b w 77777779 BUILDING V 0. Z a� Z c Q® RZJ (/) Z (L C LANDSCAPE Q UL a (0 Scale: V = 501-4" CONTOUR 50 100 Revisions 456 CONTOUR INTERVAL = 1 FOOT 3 2 __ DISTANCES SHOWN IN FEET &j TAX MAP 17-03-35-00. TAX LOT 300 CONSTRUCTION ESTIMATED CUT/FILL CUT.• 5,500 CYt FILL: 4,800 CYi TW:474.20 AC:474.20 474 / / / n ,•..,/ AC:474../2 4751 '4'O --- F 3 RIM:473.8Ar It RIM:473.0 Nil) r f a J QAC:424.20 /I / / . 426 10' MDE FOR UNE / / // // /i 475 1 •� ,- SPRINGFlELD UTILITY BOARD app / / '.--- %-• _ -%----. f f 474 1 Akl EXISTING RAIL LINE TO REMAIN. 0 EXIS77NG AC TO REMAIN. O PROPOSED SANITARY SEWER AREA DRAIN. 1: J NEW AC PAVING. >: zOO�w¢ PROPOSED MAIN GARDEN. SEE DETAIL ESTIMATED CUT/FILL CUT.• 5,500 CYt FILL: 4,800 CYi TW:474.20 AC:474.20 474 / / / n ,•..,/ AC:474../2 4751 '4'O --- F 3 RIM:473.8Ar It RIM:473.0 Nil) r f a J QAC:424.20 /I / / . 426 10' MDE FOR UNE / / // // /i 475 1 •� ,- SPRINGFlELD UTILITY BOARD app / / '.--- %-• _ -%----. f f 474 1 Akl �2 -IMAL 01 1 Z- 400 / JUL \10 476 46 GO J planner: 1'476 -- 475 i 474 473 ,U \_ 467 m 60� e anc El" 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 f: 541.746.0389 www.BranchEngineering.com Springfield OR i Salem OR .•urrr� f LANDSCAPE ARCHITECTS + INSTALL ROCK MULCH AND PLANTINGS PER LANDSCAPE DRAWINGS z 0 VARIES' w w w d >: zOO�w¢ wag Z C7~Z� 0 W 3 zo�nod VARIES z�WZz� ¢�._. Owz Z - 4J 00 � cn C��O tnto 1-��QOa-cn w>n-wUw� 0 C'Ci' �dwmOu�g LuC)L0 ¢¢OwOaa w'F n a- nwo I1J Cis o�wQw�w I -LL E-'�ncnZw^�uQi z80¢oaa co 8 2 d. W? Osc Ui 4.: g� � �6 zw�Ow�� Q � w H = ¢ S iS. U:3)(6- 2 Lu L =.- Z a> zu O � -f Uj \r12" SOIL MATERIAL W ZOd-�U Ali GEOTDMLE FlLTER �Xw¢OwS C ��=m 18" OF 2 1/2" — 3/4" DW. OPEN � LL GRADED AGGREGATE STORAGE; �4Fooa' WRAPPED 1N Fll7EI? FABRIC S0 U a. Z — W=> H Cf x 2 '.'+ 4* VEGETATED VEGETATED RAIN GARDEN SECTION SCALE: N.T.S. C, �2 -IMAL 01 1 Z- 400 / JUL \10 476 46 GO J planner: 1'476 -- 475 i 474 473 ,U \_ 467 m 60� e anc El" 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 f: 541.746.0389 www.BranchEngineering.com Springfield OR i Salem OR .•urrr� f LANDSCAPE ARCHITECTS + SCHIRMER SATRIm z 0 w w w d >: zOO�w¢ wag Z C7~Z� 0 W h zo�nod �- � �' 0 z�WZz� ¢�._. Owz Z - 4J 00 � cn C��O tnto 1-��QOa-cn w>n-wUw� 0 C'Ci' �dwmOu�g LuC)L0 ¢¢OwOaa w'F n a- nwo I1J Cis o�wQw�w I -LL E-'�ncnZw^�uQi z80¢oaa co 8 2 d. W? Osc Ui 4.: g� � �6 zw�Ow�� Q � w H = ¢ S iS. U:3)(6- 2 Lu L =.- Z a> zu O � -f Uj (D E W ZOd-�U U) i �Xw¢OwS C ��=m r V gwmZCr�za � LL LO �4Fooa' /qO �j�' y� V/ Chi (L S0 U a. Z — W=> H Cf x 2 '.'+ cn cn � d C7 t- PR C, #52996 c' ,,,OREGONQ BRVARY \2 EXPIRES: DECEMBER 31, 2015 Z Uj m 0 J Z u V Z LL a. 1� N Q 1.1.1 0 LL ® G Q 2,ti 0 i v Q~ W t7 � rn ® b w 80 V 0. Z a� Z c Q® RZJ (/) Z (L Z ® Q UL (0 Scale: V = 501-4" 0 25 50 100 Revisions # Date Description to r N z E 3 z � m � V C Y m w m � C 2 u