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Plan, Final APPLICANT 11/17/2021
SPRINGFIELD UTILITY BOARD GLENWOOD SUBSTATION AND TRANSMISSION, Map and Tax Lot 18-03-03-13 - 101 Map and Tax Lot 18-03-03-14 - 1000 and 1100 �- � � � • 1 1 �1 FINAL SITE PLAN REVIEW VICINITY MAP r ml PROJECT DIRECTORY OWNER/APPLICANT SPRINGFIELD UTILITY BOARD ENGINEERING DEPARTMENT ELECTRIC DIVISION 1001 MAIN STREET SPRINGFIELD, OR 97477 (541) 744-3711 CONTACT: NICK AMANN, Applicant nicka@subutil.com PLANNER/LANDSCAPE ARCHITECT THE SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@satregroup.com CIVIL ENGINEER BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATTERSON, PE nathanp@branchengineering.com SURVEYOR BRANCH ENGINEERING INC. 310 5th STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 - FAX (541) 746-0389 CONTACT: DAN NELSON, PLS dann@branchengineering.com STATION AND TRANSMISSION LINE ENGINEER TRIAXIS, A DIVISION OF DAVID EVANS AND ASSOCIATES 1600 SW WESTERN BLVD., SUITE 190 CORVALLIS, OR 97333 (541) 766-4600 CONTACT: PAUL HAZEL, PE phazel@triaxiseng.com WETLAND CONSULTANT WETLANDS AND WILDLIFE LLC PO BOX 50878 EUGENE, OREGON 97405 (541) 214-6051 CONTACT: BRIAN METERING brian@wetlandsandwildlifelic.com SCHEDULE OF DRAWINGS LANDSCAPE PLANS: 1-1.0 COVER SHEET L2.0 SITE ASSESSMENT OF EXISTING CONDITIONS L2.1 SITE ASSESSMENT OF EXISTING CONDITIONS 1-3.0 SITE PLAN - SUBSTATION L3.1 SITE PLAN - TRANSMISSION LINE L4.0 PLANTING PLAN - SUBSTATION L4.1 PLANTING PLAN - TRANSMISSION LINE TF1.0 TREE ASSESSMENT PLAN TF2.0 TREE ASSESSMENT PLAN TF3.0 TREE ASSESSMENT PLAN TF4.0 TREE ASSESSMENT PLAN CIVIL PLAN: C1 GRADING & STORMWATER PLAN LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-12-21 W Q W 0 N 0 XI } MIRANDA ALBERTO ` : : \ 1 EXISTING 30 WIRE �' 18-03-03-12 03701 `\} ACCESS EASEMENT �. r '. •\ `\\ s DOC. 2019-009076 — L c - a - € O' } �+.A,t�.. \ 1 t �, c g t ; bi V i �C✓+ \ \ EAST 22ND ! 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''s - - A 489 / LEGEND PROPERTY LINE RNV CENTER LINE EASEMENT EXISTING BARBED WIRE FENCE POWER POLE SET MAG NAIL CONTOUR INTERVAL = 1 FOOT WITHIN TAX LOT 101 DISTANCES SHOWN IN FEET WASTEWATER MANHOLE 1 �X SPOT ELEVATION \\ 214 EXISTING TREE, \�\ QUGA 26" F GPS LOCATED CONTOUR INTERVAL = 2 FOOT WITHIN TAX LOTS 3701, 1000, 1100, 300 DISTANCES SHOWN IN FEET EXISTING TREE CLUSTER AREAS WETLAND AREA EXISTING CATCH BASIN EXISTING HYDRANT LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-12-21 O r' IL ( �.a. n. ' X (', O (0, �-j S W=Z=�= :z a zao`tc�o 0 Q w�0z¢w Q W F w ~ ¢ w �z=0u- �owa.z s=wu�w� ��0azt=- } w O ¢ W w¢ OWmU} r 04 'd U } '<;z Z.-jaoxo- ¢OZOt - via Lu JO�WUJW Cc) IY ) � zwoa~O zv��zz� F- Q ♦� ¢P¢ w aWwMw wwui J WZJ i V a' tC! 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F 'Z 0 LEGEND PROPERTY LINE R/W CENTER LINE EASEMENT POWER POLE SET MAG NAIL CONTOUR INTERVAL = 1 FOOT WITHIN TAX LOT 101 DISTANCES SHOWN IN FEET (@ WASTEWATER MANHOLE 1 �X SPOT ELEVATION @214 EXISTING TREE, Qt1GA 26• F GPS LOCATED CONTOUR INTERVAL = 2 FOOT WITHIN TAX LOTS 3701, 1000, 1100, 300 DISTANCES SHOWN IN FEET EXISTING TREE CLUSTER AREAS WETLAND AREA EXISTING CATCH BASIN — EXISTING HYDRANT LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-12-21 a D It W w- co W H N O N EXISTING 30'W ACCESS EASEMENT DOC. 2019-009076 r � t 0_ ..P'OTR 12" F 14 ,+ / ! 8" / ! f POTR 9ft F PQM" F SWIN MANU / - LOCA CONF KNOX PROV Xf ( f PTR 94 Ff __ EMER 'o VEHt Ilk Qu GJ ( ( x'' t x /> f t tGA 8" G Z \ J x` t 1'"'■f � • X 20 f f d CITY OF SPRINGFIELD ( f 8POTR 10"G 18-03-03-13 00200 P R 112/7'r/r !, Q 6" F 6 r' ACsA 10" F � ME 1 G ex, �X;4PSME�11 G� s f f A-, ) r f QUGA 6"G =4.+ 9 ACM " G > ' `- ' \/ t � P X �►CM d ( X17=10" P � • r x `--1 Au 2_ ACMA 8-F Q 22 %� � F� � PYSP 5° F 114 � - ----._ 1 • � �G SAG mG i I /f f -' � �G ( ( WETLAND if 1 QUGA 5" G ,A NON -IMPACT AREA EXISTING TREE, GPS LOCATED, TYP. -- i X ! EXISTING BILLBOARDS s 0 x rn / - 544, / --- -- \ MAP and TAX LOT MIRANDA ALBERTO \ : \\V1 � 18-03-03-12 03701 \ \ t # � , ti � � MAP AND TAX LOT* 18-03-03-12 - 3701, 18-03-03-13 -101, 18-03-03-14 -1000 & 1100, 18-03-03-40 - 300 \t \ LENWOOD EMPLOYMENT MIXED USE \x ZONING: LIGHT MEDIUM INDUSTRIAL AND G '� \ EXISTING 30' WIDE. T ACCESS EASEMENT, \ \ � .DOC. 99247 LCDR r1 v /� _ ` �'i L \ "777 7 \ \ '� • • moi. • • EXISTING PAVED ACCESSPA D \ \ E RANCE STORMWATER — �--520 5z� ---- DETENTION 27 528 528 h�, 5 �� ! \ \ TRANSMISSION LINE\\\ \ \ \ ACCESS EASEMENT ; DOC. 2021-059415 G GATE WITH O s \ AL LOCK TION FIELD ,� G �� � _ � � � � � `� � ' • � `� IRMED � �` AG �` \ EXISTING GRAVEL ACCESS N a \ ,, PADLOCK ft X2`0`-0" oj� \ \ , CITY OF IDED FOR �` XGENCY\ ` \ SPRINGFIELD CLE ACCESS �3 t MA 2X5" F \ - \ 18-03-03-14-01100 oo PRO 8"p \ \\ 532 29 Ijk FRLA 5" , m 0 ` fi 1 '` �G g t \ \ 1 ' x l EXISTING 30 WIDE I \ \ ACCESS EASEMENT DOC. I 533 !�\i `\ 9302537 LCDR p� WETLAND \ NON -IMPACT AREA u U(3 f - GRAVEL 7N)N \ \ \ \ 1 \\\ FIRE/SERVICE 533 Gj /� TURN AROUND AREA CO AG\\\\� i -' CITY OF SPRINGFIELD X w; q WTF-A` �`\\ \ \ \ 18-03-03-13 00101 5 ( � ` 51 3 X37- �( \ \ S3 . PYSP o CONTROLS 536\ HOUSE ¶ - x NO UTILITIES C) GRAVEL SURFACE ]AIG a3ii�rL? \ \ # k 538 �\ =, 0 X v ' \ m # \ r` F o } 0T�2 T P ,AG i # I PTR <_ $r t t A \ ci T i - 9 H\k", 1 ,1 4 Lp /36 + ' ,24 Q 1 p� . `� POTR 11" F X4" D - A POTR 2 f O 0 Jo \ t Q S44a'int u v 0 t { i G \ O ; } ION ` �. __ — t ; 00I suB STAT y z �j� X , r E �\ AREA f c 1 \ -4 i n 7 A4 L 3ASC 5X8 G 1 s Fu OTR 8"X " i ( TRANSMISSION L ; l00 t fn EASEMENT !, DOC. 2021-059755 IA - 8100' -0" ' 20'-0"�` ; g g lb P TR7"F\ 2" ��� t \ e �`� • `S 12" G t ��_ 4 X 42 \ ' { t 540 PO 2 3 I �, op 41 ��. \x 1 000 x ���j8` , �O I 461 " { , 2- x x� . 18019 4, Pslu '2 F o G. ikJ P X14• 30` GATE x ` 30' GATE �'� '. \ � x � X � � �� - § � a�Si1AE 4" F t � , � � _ _�_ TRANSMiSSI � ` 1 ` ' 1 �, LINES P ME 9 G 18002 1 �0` } 1 ! if PSME 13" G X SOUTH FENCE �_ � • `---� LINE IS SLATTED GRAVEL SERVICE r -- 18 541 1 OND -----LTS. 541 TRANSMISIV 1 ONES f 4 1 , cl 18001 \ x , ME — — 544 �3--- - - r _- - _ -` w _ - ' EXISTING BILLBOARDS d t fsM �� ' F "-- — C%i STA a �~ J 11 \ TER N! �~ ,, ` — —' y — __ - _. �� _' — — --a X11'~-- ' .., �..- - x . ART -- • N -- -- "" _- MAJOR ARTERIAL -_ _� - �� �� `\r --� �• � x5-42 n 544 SITE LAYOUT NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. 2. INVESTIGATE ALL EXISTING SITE CONDITIONS PRIOR TO BEGINNING WORK. 3, VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. 4. PROTECT FROM DAMAGE ALL EXISTING ELEMENTS TO REMAIN. 5. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 6. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 7. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING AND LAYOUT, PRIOR TO CUTTING OR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING, IN ADDITION TO REVIEW OF ALL REQUIRED SLEEVING. 8. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FENCE, FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. 9. PROVIDE SLEEVING UNDER DRIVE ACCESS FOR FUTURE. 10. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 11. PROVIDE SMOOTH TRANSITION IN ALL CHANGES IN GRADIENT, DIRECTION AND RATE OF SLOPE SEE CIVIL GRADIN( PLAN. 12. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIREI BY THE PROVIDED SPECIFICATIONS. 14-404 11 ----------- LIMIT OF WORK UNE CONDUIT PROPOSED CONDUIT SD PROPOSED STORM WATER PROPOSED FENCE EXISTING FIRE HYDRANT WETLAND AREA NON -IMPACTED VEGETATED STORMWATER SWTF TREATMENT FACILITY PROPOSED EVERGREEN • SCREEN TREES O EXISTING TREE TO REMAIN, GPS LOCATED EXISTING TREES TO BE REMOVED, GPS LOCATED 18018 TRANSMISSION POLE WITH O NUMBER CONTOUR INTERVAL = 1 FOOT 489 --� WITHIN TAX LOT 101 DISTANCES SHOWN IN FEET CONTOUR INTERVAL = 2 FOOT WITHIN TAX LOTS 1000, 1100, 300 -` r,46 DISTANCES SHOWN IN FEET PROPOSED CONTOURS --_ CONTOUR INTERVAL = 1 FOOT EXISTING TREE CLUSTER AREAS EXISTING CATCH BASIN ® PROPOSED CATCH BASIN r ma LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-12-21 X] 1 EAST 22ND AVENUE LOCAL STREET • EXISTING 30'W ACCESS EASEMENT DOC. 2019-009076 r � t 0_ ..P'OTR 12" F 14 ,+ / ! 8" / ! f POTR 9ft F PQM" F SWIN MANU / - LOCA CONF KNOX PROV Xf ( f PTR 94 Ff __ EMER 'o VEHt Ilk Qu GJ ( ( x'' t x /> f t tGA 8" G Z \ J x` t 1'"'■f � • X 20 f f d CITY OF SPRINGFIELD ( f 8POTR 10"G 18-03-03-13 00200 P R 112/7'r/r !, Q 6" F 6 r' ACsA 10" F � ME 1 G ex, �X;4PSME�11 G� s f f A-, ) r f QUGA 6"G =4.+ 9 ACM " G > ' `- ' \/ t � P X �►CM d ( X17=10" P � • r x `--1 Au 2_ ACMA 8-F Q 22 %� � F� � PYSP 5° F 114 � - ----._ 1 • � �G SAG mG i I /f f -' � �G ( ( WETLAND if 1 QUGA 5" G ,A NON -IMPACT AREA EXISTING TREE, GPS LOCATED, TYP. -- i X ! EXISTING BILLBOARDS s 0 x rn / - 544, / --- -- \ MAP and TAX LOT MIRANDA ALBERTO \ : \\V1 � 18-03-03-12 03701 \ \ t # � , ti � � MAP AND TAX LOT* 18-03-03-12 - 3701, 18-03-03-13 -101, 18-03-03-14 -1000 & 1100, 18-03-03-40 - 300 \t \ LENWOOD EMPLOYMENT MIXED USE \x ZONING: LIGHT MEDIUM INDUSTRIAL AND G '� \ EXISTING 30' WIDE. T ACCESS EASEMENT, \ \ � .DOC. 99247 LCDR r1 v /� _ ` �'i L \ "777 7 \ \ '� • • moi. • • EXISTING PAVED ACCESSPA D \ \ E RANCE STORMWATER — �--520 5z� ---- DETENTION 27 528 528 h�, 5 �� ! \ \ TRANSMISSION LINE\\\ \ \ \ ACCESS EASEMENT ; DOC. 2021-059415 G GATE WITH O s \ AL LOCK TION FIELD ,� G �� � _ � � � � � `� � ' • � `� IRMED � �` AG �` \ EXISTING GRAVEL ACCESS N a \ ,, PADLOCK ft X2`0`-0" oj� \ \ , CITY OF IDED FOR �` XGENCY\ ` \ SPRINGFIELD CLE ACCESS �3 t MA 2X5" F \ - \ 18-03-03-14-01100 oo PRO 8"p \ \\ 532 29 Ijk FRLA 5" , m 0 ` fi 1 '` �G g t \ \ 1 ' x l EXISTING 30 WIDE I \ \ ACCESS EASEMENT DOC. I 533 !�\i `\ 9302537 LCDR p� WETLAND \ NON -IMPACT AREA u U(3 f - GRAVEL 7N)N \ \ \ \ 1 \\\ FIRE/SERVICE 533 Gj /� TURN AROUND AREA CO AG\\\\� i -' CITY OF SPRINGFIELD X w; q WTF-A` �`\\ \ \ \ 18-03-03-13 00101 5 ( � ` 51 3 X37- �( \ \ S3 . PYSP o CONTROLS 536\ HOUSE ¶ - x NO UTILITIES C) GRAVEL SURFACE ]AIG a3ii�rL? \ \ # k 538 �\ =, 0 X v ' \ m # \ r` F o } 0T�2 T P ,AG i # I PTR <_ $r t t A \ ci T i - 9 H\k", 1 ,1 4 Lp /36 + ' ,24 Q 1 p� . `� POTR 11" F X4" D - A POTR 2 f O 0 Jo \ t Q S44a'int u v 0 t { i G \ O ; } ION ` �. __ — t ; 00I suB STAT y z �j� X , r E �\ AREA f c 1 \ -4 i n 7 A4 L 3ASC 5X8 G 1 s Fu OTR 8"X " i ( TRANSMISSION L ; l00 t fn EASEMENT !, DOC. 2021-059755 IA - 8100' -0" ' 20'-0"�` ; g g lb P TR7"F\ 2" ��� t \ e �`� • `S 12" G t ��_ 4 X 42 \ ' { t 540 PO 2 3 I �, op 41 ��. \x 1 000 x ���j8` , �O I 461 " { , 2- x x� . 18019 4, Pslu '2 F o G. ikJ P X14• 30` GATE x ` 30' GATE �'� '. \ � x � X � � �� - § � a�Si1AE 4" F t � , � � _ _�_ TRANSMiSSI � ` 1 ` ' 1 �, LINES P ME 9 G 18002 1 �0` } 1 ! if PSME 13" G X SOUTH FENCE �_ � • `---� LINE IS SLATTED GRAVEL SERVICE r -- 18 541 1 OND -----LTS. 541 TRANSMISIV 1 ONES f 4 1 , cl 18001 \ x , ME — — 544 �3--- - - r _- - _ -` w _ - ' EXISTING BILLBOARDS d t fsM �� ' F "-- — C%i STA a �~ J 11 \ TER N! �~ ,, ` — —' y — __ - _. �� _' — — --a X11'~-- ' .., �..- - x . ART -- • N -- -- "" _- MAJOR ARTERIAL -_ _� - �� �� `\r --� �• � x5-42 n 544 SITE LAYOUT NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. 2. INVESTIGATE ALL EXISTING SITE CONDITIONS PRIOR TO BEGINNING WORK. 3, VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. 4. PROTECT FROM DAMAGE ALL EXISTING ELEMENTS TO REMAIN. 5. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 6. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 7. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING AND LAYOUT, PRIOR TO CUTTING OR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING, IN ADDITION TO REVIEW OF ALL REQUIRED SLEEVING. 8. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FENCE, FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. 9. PROVIDE SLEEVING UNDER DRIVE ACCESS FOR FUTURE. 10. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 11. PROVIDE SMOOTH TRANSITION IN ALL CHANGES IN GRADIENT, DIRECTION AND RATE OF SLOPE SEE CIVIL GRADIN( PLAN. 12. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIREI BY THE PROVIDED SPECIFICATIONS. 14-404 11 ----------- LIMIT OF WORK UNE CONDUIT PROPOSED CONDUIT SD PROPOSED STORM WATER PROPOSED FENCE EXISTING FIRE HYDRANT WETLAND AREA NON -IMPACTED VEGETATED STORMWATER SWTF TREATMENT FACILITY PROPOSED EVERGREEN • SCREEN TREES O EXISTING TREE TO REMAIN, GPS LOCATED EXISTING TREES TO BE REMOVED, GPS LOCATED 18018 TRANSMISSION POLE WITH O NUMBER CONTOUR INTERVAL = 1 FOOT 489 --� WITHIN TAX LOT 101 DISTANCES SHOWN IN FEET CONTOUR INTERVAL = 2 FOOT WITHIN TAX LOTS 1000, 1100, 300 -` r,46 DISTANCES SHOWN IN FEET PROPOSED CONTOURS --_ CONTOUR INTERVAL = 1 FOOT EXISTING TREE CLUSTER AREAS EXISTING CATCH BASIN ® PROPOSED CATCH BASIN r ma LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-12-21 X] 1�7 V_ _mz tn 4) Z c C> C� k6 cn x C) 9 ItT r1i 0 -a 4) 4) -0 - 1�23 a: u w < :5� a- 0*1 In 14T 9 14, rl- mi C) nj �_ rn r -i 1_� T_ V_ ur c fa c a- 9! iz 17 rn _j _\ 11� I I '10 "", "I - >:_�', " - - 7 < -,-�-,N I � ,� lt5�� - " -14 - . 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' Stotwa#er "Printing Justification Raini;Garcten`B 808 SF SF Facility Scheme I Plant Category e,Minimum Required Actual Count Groundcover 1808 1808 TREE PLANTING DETAIL P� IA4! 2X diameter j j E 1Y 1 WETLAND2 » �j D� --_ 44 NOTE: of rootball .• ' NON -IMPACT AREA ,� x tk REMOVE TREE TIES AT ONE YEAR WARRANTEE. g ` ``� 42 o 540 PO 2" PS4 t x s t; --- '�� h 5 f • EXISTING TREE GPS LOCATED X ; PLANTINGREQUIREMENTS x , TYP x �J 1 ` , I 66 I; 1 �'' x '� 18019 4 $ PSn "'F ! 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL EXISTING BILLBOARDS '�` '�` �` G, f 2 , t z 30 GATE 30' GATE �jP �4" FROM OWNER'S REPRESENTATIVE. o E �'� v t x `ti x Dc ,� x h ` D�FI sME 4» F 2. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES p / IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE i \ WORK. C) Q �J �'\ �� ��` �`� �TRANSMISSI k6 ! x �� \ `'J � P ME 9� Gt LINES M E 1 P50 0 �» G 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES t �' / 18002 x SOUTH FENCE ' ' ; o I x -- -� LINE IS SLATTED GRAVEL SERVICE R o _ PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO } '-- 4- 541 , E,� » EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT N k Y,542— -CON a- -""" 54 i o — -------_ — --QFIT 1i ? 4j{j$ CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY �_ 541 THE GENERAL CONTRACTOR. •_ �T TRANSMIS 4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING ,-} ! 00 LINES --�---- - - � � o .� �D� � f � �, M� » � � TREES TO REMAIN FROM ABRASION AND COMPACTION. 5 4c •.....�� 18001 Dc x Q / �---- ---- �J '_` _ --- -- _ 1� —• �J »' i 5. PROVIDE FOR AT LEAST 18 INCHES OF CONSTRUCTED kik "4"4 " �- �` .. x } ? SME t MEDIUM IN THE RAIN GARDENS, INCLUDING OR IN ADDITION o- / _�_ `L`" --- - ___ TO THE GROWING MEDIUM. ADDITIONALLY THE BASE OF THE 00 ---- x ---_ _ EXISTING BILLBOARDS I 1 ' ' / r - ---- f _____ _ �� _ __ _o ` �, SM I F' INFILTRATION RAIN GARDENS SHALL INCLUDE CONSTRUCTED ry _ - �� -- - _ �- _ ,k 3 1 MEDIUM COMPRISED OF A MIXTURE OF SAND, NATIVE SOIL, •-�� � � � � 1 1 ' 1 x � LOAM AND COMPOST WITH A MINIMUM OF 0.20 FRACTION OF r_-_ --_ _ _ "�" " o t �` --INTER -~-- - ^ x �"y --��-� s t ORGANIC CARBON (FOC) ORGANIC MATTER. SEE CIVIL PLANS N --- �� --- - 1 - . - _ `�, AND DETAILS. A T -� / S�-`�� _- �� �--_ -- _ ���'� '� �..e� <j ,�X A 6. RAIN GARDEN PLANTING PER 100 S.F. OF FACILITY. SCHEME I. si : 100 GROUND COVER PLANTS.. Ln AL �_ `�� ------ � - -- `� -. x �` �1 �X : ° 7. PROVIDE SUPPLEMENTAL IRRIGATION FOR ESTABLISHMENT p ^' --- ', PERIOD OF CONIFERS AND RAIN GARDEN PLANTING. SEE - _ --- '`� -`� WATERING SCHEDULE. 41 �--- } o `-- x == 8. PREPARE ALL DISTURBED AREAS ALONG EDGES OF ACCESS ,; ROAD AND WITHIN TRANSMISSION EASEMENT PER CIVIL ---- 4 _ "�� PLAN. SEED ALL DISTURBED AREAS AT SUPPLIERS RATES. HAYWORTH SEED WAREHOUSE INC. "WILLAMETTE MIX" OR APPROVED EQUAL. SUBMIT MIX FOR APPROVAL. GUY WIRE SPACING _ MULCH: REXIUS FINE MULCH OR LANE FOREST PRODUCTS BARK DUST IMPORTANT: Root crown to be a minimum of 4" above finish grade. — SOIL BACKFILL Fill halfway and water thoroughly before backfilling. — TREE PEDESTAL Prepare soil base to prevent settling WATERING SCHEDULE 1. DURING THE ONE YEAR WARRANTY PERIOD, THE CONTRACTOR SHALL WATER EACH PLANT DURING THE DRY CONDITIONS WITH THE FOLLOWING MINIMUM QUANTITIES OF WATER FOR EACH WATERING, FOR A TOTAL OF 23 WATERING TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. EVERGREEN TREES 12 GALLONS EACH GROUNDCOVER 1f4 GALLONS EACH 2. THE CONTRACTOR SHALL WATER ALL PLANTS ONCE EVERY: • 4 WEEKS DURING THE PERIOD BETWEEN APRIL 1 - MAY 31 (IF REQUIRED) • WEEK DURING THE PERIOD BETWEEN JUNE 1 - SEPTEMBER 30 • 2 WEEKS DURING THE PERIOD BETWEEN OCTOBER 1 - NOVEMBER 30 (IF REQUIRED) LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 0- 0 W a W N 0 N LT] \ �, ; / O` ` j` DOC. 2021-059755 Z / � • i J '¢ ' `'�, ,.� t , k ' } � �L.....�--.- d ^� 't G f j `r �,^..^''"r: , " c f a �Qi $ 4q, ``1 �'-• 1 'a \ -1 IS / I --I I I , �\\\\�\ I o / / "'�,,,,� . L�\_, '•,,�°*: . '~ '°': � *> ; '> `°,, �`�",-.,,, i ,' f �;,+ d•- �,-11 �^'"�. `11 �`•. z 1 g_ . f �/),.-/l-' 'a i , � ilT� 1 �' �� I l ' ' i _ i f�� l� t� '\ '^�.�''a '. `..,., . "'1�....-...,.. ''wb�'*^y ,v;� �•,,� - J f / - --:-. I ,rD,' - -p, ,tJ \�„L�'a.�,,�. 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' 1 T 7 1 �Ap6lwF b+a ' k t `i i i \ , 1 5-� �--' ^- a ``. \ ,�a`�' , - ,�^ f SEED WITHIN TRANSMISSION // {[\ i\ `� x tt i \ `�.,.,,.,,. ,_,_---..� u-�-_, I,. ,.. •____' J f% ',*„� '� � Z., \ ` '.. a E' , z'. o Fp34( TnasF we.a € 'n t _ f f 1 \ `° \ , ' S �`\ s-�e' - �`.`\ .I '.. � � t �p,sP (/V�,��wF 0 ` + / ` EASEMENT ALL DISTURBED �1\ \ \\ ; " l �__\ > i \i L i i /""`� '. --- -.""` ''� --- \ $ r .. ® sF; i 1 t� i83wcs V � , t ` !-�,P , � AREAS WITH A NATIVE GRASS l F" -�•''- ...'.,�.� \\ O $ { �ciucP� Ps+�.uG t84 ,zF L,. L ' / \, -� ' -- `, \ SEED MI A \ �, ;, c . ° �1 r i =1 �- - , . \N � w '\ "_"" �G t� . s® - X PPLIED AT SUPPLIERS :I , N :� �. 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NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 3. 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. 4. PREPARE ALL DISTURBED AREAS ALONG EDGES OF ACCESS ROAD AND WITHIN TRANSMISSION EASEMENT PER CIVIL PLAN. SEED ALL DISTURBED AREAS AT SUPPLIERS RATES. HAYWORTH SEED WAREHOUSE INC. "WILLAMETTE MIX" OR APPROVED EQUAL. SUBMIT MIX FOR APPROVAL. \� AA\�\" �,\, - - I - __/_ ti i i A\ � \\w\ I \\\N\ \\\ ., \ X N � , w� { t 1i"lJ- 1h" 3 ,` 1"t7,_Ik 1 �1-r -4 ' \ 1 � �� 11 1 II J '--- EXISTING ' / r111 �,t\\ t10" t i 1 1BILL _ 11 €, a. i , �\\V�N \'�,\N \\ - , '' � \ I , � � t 1' 1".h a t �} , , ! 1{ i t. g g { t= f i 1 i, � lkk , j i \ f j l i 1 � � '' "If. - -1, �t;1 _ t 1 j t € /' l } i t - 1116 {}1 I -1 fi11tk l \ i F � i }'` �\ ,I 41 � t # • \ i 1 1� V. \' � i \ ,,I � t } i �, I\ i 444IJ iii ' i 2 ; _ I i f \ i \-�, 11 s , \ i i t t s� �� ' .itt .{ i 1 ,. l 1, i �i,11 � / 101{ \i • r ,kL . \ Jam-' > 3 I- � �--- • ;, . - --� j, t I 1 � j `-'44 r 4 "��. 11 1 cz,t1i (\ � \ 4 d id l, 11i a, -lit f i t s 1 I � ,>\\ �\ Iii} g F (i `il 11 i!� 1 1 € 1\ �� i %v� N k \ 1 i , r �, t � k11111WI 57 , \� Ni `1 � i t � • \ �' \ " I ` ` � t \v a l \\" t }' f 'V, {egg 5. 1 1 � '` �, i a#S } ` ,^aa.ij{ ftp i !-V i x _/. , V\ \\ \ _ <" „ f �, >i },i , ii YX\i� _, ' ' , ,\� (/- I )J\ � ` L'. ° 1 ; d;, i - , _;I 1 I 1,' 1 I1=i, k �'\ ,\) I i I 1 , (, e (. \I \ II \I ��% i� x�\ �1 \ \1 \ \\ 1 ti I. ` 1 �\ ,-/ i `-, fFi € 1 "/ ,Ai; vI \ 1 d i } i� -Pf { I f, / I I \ I //1 I � I I 11, ." 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LEGEND __�CONDUIT ----- SD �01 18019 O ,__ 489 --- ___-- 546 c: D __ - ___ - - _____ I - 11 I 11 cl, e' 3 LIMIT OF WORK LINE PROPOSED CONDUIT PROPOSED STORM WATER PROPOSED FENCE EXISTING FIRE HYDRANT WETLAND AREA NON -IMPACTED VEGETATED STORMWATER TREATMENT FACILITY EXISTING TREE TO REMAIN, GPS LOCATED EXISTING TREES TO BE REMOVED, GPS LOCATED TRANSMISSION POLE WITH NUMBER CONTOUR INTERVAL = 1 FOOT WITHIN TAX LOT 101 DISTANCES SHOWN IN FEET CONTOUR INTERVAL = 2 FOOT WITHIN TAX LOTS 3701, 1000, 1100, 300 DISTANCES SHOWN IN FEET EXISTING TREE CLUSTER AREAS ACCESS ROAD LIMIT OF DISTURBANCE LINE TREE CLUSTER AREA UNDISTURBED LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION d w W,y w Q W F_ N O N N a� t U 0 0 co M x 0 0 N 0 (D 0) U ac 0- C) in Ln i 0 N O r T_ 0 h -, ' PROCESS AND ASSESSMENT r 1001 i MIRANDA ALBERTO� ` PT FINAL -- 18-03-03-1203701 BASIS FOR ANALYSIS SIGNIFICANT TREE CLUSTER s " ACCESS EASEMENT - ' ` 'Y , I A GROUP OF FIVE OR MORE SIGNIFICANT TREES J -- -�- - \ 1002 f q WHERE EACH TREE IN THE GROUP SHARES '`�� -' PT FI '`; � � � � , 1` OVERLAPPING BRANCHES WITH AT LEAST ONE OTHER 22ND, r 1 FAlf 2 .�.�. ..�. TREE IN THE GROUP. NUE � �.. f . � �_ _.._ � °� � ' N89°0 , 8 "E 29'2.16 �?� �, ` ; STREET ; °�`� ,-''- SIGNIFICANT TREE • 380.20 N9 5225"vN LIVING, STANDING TREE HAVING A TRUNK WITH A ACCESS EASEMENT - MINIMUM DIAMETER BREAST HEIGHT OF 8 INCHES, OR, \ - CONDUITS WHEN THERE ARE MULTIPLE TRUNKS, HAVING A 0 PAVED �� -- t B `, MINIMUM CUMULATIVE DIAMETER BREAST HEIGHT OF 8 ENTRANCE �- ._.-..,... �--- __._._., INCHES' CONSIDERING THE 2 LARGEST TRUNKS —moi `�--- a £ 5 STORMWATER - `" ' OT521 R 12 F``- ---s�__Zo DETENTION _ 5 ` ❑� r`, MEASURED AT 4.5 FEET ABOVE MEAN GROUND LEVEL I r"'� l� ,, z 5` AT THE BASE OF THE TRUNK OR TRUNKS. INVASIVE 'X 2� S `-' --- -i_n SPECIES LISTED IN TABLE 9.6885(2)(D)4. ARE NOT SIGNIFICANT TREES. 7 528 529 / / Fjf 52 tiff 14 � ---.. ,� / s � �� � � '' Source. PG 12, Clear. & Objective Update -- Draft Land M s" /r l=f • Use Code Language (May 7, 2019, City of Eugene) • �' �' �' e °`�' TREE CLUSTER QUALITY TR T '� FIELD ASSESSMENT INCLUDES OBSERVATIONS AS POTR 9 F / � Pots 1' ` i ' �% , SPECIFIED ON THE PLAN. ONLY "SIGNIFICANT TREE f r 2 /n / 02 �f �6, CLUSTERS" (FIVE OR MORE SIGNIFICANT TREES WITH ��' CONTIGUOUS CANOPY) WERE ASSESSED. THE QUALITY ✓ � t ,:,L PTR 14"F/ F2g �,. �. DESCRIBES (BUT NOT STRICTLY DESCRIBES) A DIVERSE, • _ __ - '1 VARIABLE. ECOLOGY. QUGA 2X5 F 1 29 GOOD QUALITY TREE CLUSTER o PIPO 8" P � Au MODERATE TO LOW PLANT DENSITY PRIMARILY NON-INVASIVE GROUNDCOVER ''----•--- / X32 `' `r' -}- `31 EVEN BRANCHING " uGAs•� FRLA S UPRIGHT TRUNK (TREE IS NOT LEANING) V 533 !✓, , WETLAND FAIR QUALITY TREE CLUSTER {� NON -IMPACT AREA ,� ,�,\� �,�, MODERATE TO DENSE PLANTING J - � MIX OF INVASIVE AND NON INVASIVE GROUNDCOVER SOME BROKEN OR UNEVEN BRANCHING -` MAY INCLUDE MODERATE LEAN TO THE TRUNK _ N` 9 �/ POOR QUALITY TREE CLUSTER QUGA 8" G w � ' �� -- d/=; �'e �V IV U 6- �L / HIGH DENSITY PLANTING I GRAVEL • �'1 ''d f' •� 533 FIRE/SERVICE PRIMARILY INVASIVE UNDERSTORY TURN AROUND AREA BROKEN OR UNEVEN BRANCHING , 28=0 ; � CONDUITS TREE OR TRUNK MAY HAVE SIGNIFICANT LEAN Vi -1 / CITY OF SPRINGFIELD SWfF-A' 18-03-03-13 00101 .� ►. .V SPECIES LEGEND Species Code B0 n�"blame Common Name ACMA Acer macrophyllum Big Leaf Maple ARME 'Arbutus menziesii Madrone FRLA Fraxinus latifolia Oregon Ash PIPO Pinus ponderosa Ponderosa Pine POTR Populus trichocarpa Buck Cottonwood PSME Psuedots a menziesii .� .. Douglas Fir PYSP Pyrus sp. Pear Species OUGA Quercus garryana Oregon Oak SASC Salix scouleriana Scouler's Wittow SASP Salix sp. Willow Species LEGEND t J^ i � � s U'IV 11V t r -- - ' .� •� ATE x ----- 530 \, �,av 2� \\S S� PYSP 2X6",R _ __---- t '"`'i r' ❑ P 8" F .� .� t � T LOT .i, 101 .� '' .� .� .� .� °, -IV � � , `� ___ r_ -- 3� sj > r f - j 4 \ ea %81091.7DJ 142- � g POTR 10"G CITY OF _ PO tR 12POTR CONTROL 0 53s tf' ; /�� '� HOUSEz �- � �-� � -�'�� � SPRINGFIELD � NO UTILITIES t � fi `� 18-03-03-14-01100 6 ACMA 10" F f - SME > t G N/ i .li .V .V � � .V .li .V •#i q/ .V N -'/� / 13 t i ;+�styF1" G �j SWTF-B -- > � � ` GRAVEL SURFACE .. � �i � � � � � PS�E 14" '= Z a ', 11 ; tel% F �V �L Z . r EXISTING TREE, GPS LOCATED, TYP. ,i, 38019 --- - i 4 30' GATE 30' GATE f l Al Al Z j J O v 52� ��� PSME Sk ; i • r' ❑ �- ' 18002, _ 1 so 1 f \�1 f GRAVEL SERVICE ROAD �C, 1 54 18020 5,2\t/ -,I,,- ----` _ .�----� �, -� - - - - CONDUITS` - - - ; 1 / 54.3 -- --- -- - _ 7 C,,' _�` ~--"� �, t -- ' -- _ - --- -- _� 18001 1-5 RIGHT OF WAY --- r ------- i < �. '5545 1 � - 5 12 a - Z) W 2' Q W H N 0 N Z TREEINVENTORY # . per, ondEbon, .Spedes Notes #. CaltPer Condon Species Notes. . 15" G QUGA 15132" G PSME 2 8" F ACMA 152 8" P ACMA 3 6" G - ACMA _ 153 6" P ACMA 4'8" G ACMA _ 154 10" D PSME 5 11" G 'PSME 155 12" _ F FRLA _ 6 11" G PSME 156 28" G PSME 7 10 F QUGA 157 32 G PSME 817 F POTR 158 24" G PSME 9 8" G QUGA 1159 30" G PSME 10 6" G QUGA 160 10" F ACMA 1114" F POTR 1612X14" F ACMA 12 9" F POTR 162 14" FACMA 13 9" F _ POTR 163 18" F _ ACMA 14 8" G ACMA 164 34" G _ PSME 15 8" F ACMA 165 10' . F ACMA 16 12" F POTR 166 38" G _ PSME 1710" F POTR 16712" P ACMA 1810" G POTR 16816" G ACMA 19 10" F ACMA 169 2X24" P ACMA 20 8" F POTR 170 30" G PSME 216" G QUGA 1712X10" P ACMA 22 5" F PYSP 172 2X6" P ACMA 23 8" P POTR 173 18" F ACMA 24 2X4" P _ POTR 174 16" P _ ACMA 25 6" P POTR 175 8" P ACMA _ 26 8" F POTR 176 8" P ACMA 27 7" P POTR _ 177 14" F ACMA 28 5" P PYSP 178 3X12" G ACMA 29 8" P PIPO _ 179 8" P ACMA 30 2X5" F QUGA 180 10" F PSME _ 315" G FRLA 18112" F PSME 32 6" G QUGA182 14" F PSME 33 2X6" F PYSP _ 183 1.4" P _ PSME 3417 G POTR 184 30" G PSME 35 16" F POTR 185 30" G PSME Not in Easement 36 11" F POTR 186 29' F PSME 37 5X8" G SASC 187 30" F PSME 38 10" P POTR 188 18" F PSME Access Road 39 12" P POTR 189 12" F ACMA Access Road 40 10" P POTR190 18" P PSME Not in Easement 41 8" P POTR 191 16" D PSME Access Road 42 14" F POTR 192 12" D PSME .Access Road 43 7" P POTR 193 12" G QUGA Access Road 4412" G PSME 194 8" F QUGA Access Road 45 10" D PSME 195 14" D PSME Access Road 46 14" G PSME 196 14" D PSME Access Road 47 14" G PSME 197 16 P PSME Access Road 48 10" G PSME 198 16" P PSME Access Road 49 9" G PSME 199 18" D PSME Access Road 5013" G PSME 200 30" D PSME Access Road 51 12" G PSME 201 28" D PSME Access Road 52 12" F PSME 202 32" D PSME Access Road 53 14" F PSME 203 18" F QUGA Access Road 54 14" F PSME 204 2X3" F QUGA Access Road 55 12" F PSME 205 16" D PSME Access Road 56 12" F PSME 206 2X5" _ F - QUGA Access Road 57 14" F PSME 207 20" F PIPO Access Road 58 12" F PSME 208 24" D PSME Access Road 59 2X12" G ACMA 209 16" D QUGA Access Road 60 5" G SASP 210 34" G PSME Access Road 61 7" F FRLA 211 7" F QUGA Access Road 62 12" F FRLA 212 7" P QUGA Access Road 63 6" F FRLA 2138" F ARME Access Road 64 8" F FRLA 214 26" F QUGA Access Road 65 2X10" G QUGA 215 6X10" F ARME Access Road 66 18" P POTR 216+ 10" P FRLA Access Road 67 12" F FRLA 217 8" P QUGA Access Road 68 9" F FRLA 218 2X10" F QUGA Access Road 69.6" F FRLA 2191 18' F FRLA Access Road 70 10" F FRLA 220 30" G PSME 71 9" F FRLA 221 38" G PSME 72 9" F FRLA 222 40" G PSME 73 2X5" F FRLA 223' 10" P _ ACMA 74 12" _ F FRLA _ 22438" _ G PSME _ 75 2X6" F FRLA 225'18" F ACMA _ 76 8" F FRLA 226 18" FPSME 77'9" F _ QUGA 227 28" F PSME 78 7" F QUGA 228 247 G PSME 79 9" F QUGA 229 20" G PSME 80 2X7" F QUGA 230 20" G PSME 817" FQUGA 23118" G PSME 82 20" D PSME 232 /0" F ACMA 83 11" P QUGA 233 10" G PSME 84 4X8" P QUGA 234 2X12" F ACMA 11" P QUGA 23518" F PSME 186 86 6" P QUGA 236 24" G PSME 87 18" P QUGA 237 30" G PSME 88 5" F QUGA 238' 18" F PSME 89 4" F QUGA 239 8" D PSME 90'12" F ARME 24012" F _ PSME 9115" P QUGA 24110" F PSME 92 8" P : QUGA 242 10" F PSME 93 8" P QUGA 24320" G PSME 94 10" F _ QUGA 24424" G _ PSME 95 32" F PIPO 245'24" G PSME _ 96 18" D PIPO - 246' 2X14" G QUGA _ 97 18" D PIPO Not in Easement 247 20" G PSME 98'20" F QUGA Not in Easement 248 2Y' _ G PSME 99' 12" _ D PIPO 249'24" G' _ PSME 100 12" P _ QUGA 250 28" G ACMA 101' 12" D PIPO Not in Easement 251 24" G PSME __- 102 10" P QUGA Not in Easement 252' 18"G _ PSME 103!10" P QUGA 253 10" G _ PSME 104'8" F _ FRLA 25410" F PSME _ 10512" P FRLA 25510" DPSME _ 106:36" G PSME 25618" D PSME _ 107 14" F _ QUGA 257 8" F PSME 108 15" D PSME 258' 10"F _ _ PSME 109 30" D PSME 259 18" G PSME 110 10" F PSME _ _ 260' 12" - F PSME _ 11110" D _ QUGA26112" F PSME 112`10" P PSME 262 18" GPSME 11310" P QUGA _ 114 8" G QUGA 26420" G PSME _PSME 115 36" P PSME 265 38" G 116 16 F PSME 266 33" G PSME Not in Easement 117 2X12" F QUGA 267 30" G PSME 11810" F _ QUGA 26810" P PSME 119 12" F QUGA 269' 10" P PSME _ 120 24" G PSME 270 18" F PSME 1218" D PSME 27110" F ACMA 122 24" D PSME 272' 10" F ACMA 123 10" G FRLA 273 8" P ACMA 124 24" G PSME 274 20" G ACMA 125 10" F ACMA 275 20" G PSME Not in Easement 126 10" G PSME 276 12" F ACMA Not in Easement 127 10" F ACMA 277 8X10" F ACMA 128 20" F PSME 278 16" F ACMA Not in Easement 129 8" F ACMA 279 10" F ACMA Not in Easement 130.14" F ACMA 280 10" F ACMA Not in Easement 131 8" P ACMA 281 8" P PSME Not in Easement 132 8" F ACMA 282 12" P PSME Not in Easement , 133 10" F _ ACMA 283 8" P PSME Not in Easement 134 20" F FRLA 284 10X10" F ACMA 135 12" D FRLA 285 7X10" F ACMA 136 10" P ACMA 286 8X10" G ACMA 137 39' G QUGA 287 12" G ACMA 138 24" G QUGA 288' 10" G ACMA 139.16" F FRLA 28910" G ACMA 140 8" P ACMA _ 290 10" G ACMA . 14128" F PSME 2916" F PSME 142 8" F FRLA 292 20" G PSME Not in Easement 143 6" P QUGA 293 24" G PSME Not in Easement 144 20" F FRLA 294 20" G PSME Not in Easement 145 16" F QUGA 295 20" G PSME Not in Easement 146 18" P QUGA 296 20" G PSME Not in Easement 147 10" P FRLA 297,2U* G PSME Not in Easement 148 18" F QUGA 298 20" G PSME Not in Easement 149 12" F QUGA 299 24" G PSME Not in Easement ; 150 20" F QUGA *G = GOOD, F = FAIR, P = POOR, D = DEAD a - Z) W 2' Q W H N 0 N Z N a� t U _c 0 0 ts; M x 0 0 N v a� U GC Q co �n vi N 0 N V V 0 mi LL - I -- TREE l - I } T I e x 1 ¢ 4.. -... SPECIES LEGEND ACMA Acer macrophyllum Big Leaf Maple ARMS Arbutus menziesii Madrone FRLA ; Fraxinus latifolia Oregon Ash PIPO Pinus ponderosa Ponderosa Pine POTR Populus trichocarpa Black Cottonwood PSME Psuedotsuga menziesii Douglas Fir PYSP Pyrus sp. Pear Species QUGA 'Quercus ganyana Oregon Oak SASC Salix scouleriana _ Scouler's Willow $ASP Salix sp._ 'Willow Species TREE INVENTORY 1 5" G QUGA 151'32" G PSME 2 8" F ACMA 152 8" P ACMA 3 6" _ G ACMA 153 6" P ACMA 4 8" G ACMA 154 10" D PSME 511" G PSME 15512" F FRLA 6 11" G_ PSME 156 28" G _ PSME 7 10" . F QUGA 157 32" G PSME 8 12" F POTR _ _ 158247 G _ PSME 9'8" _ G _ QUGA _ 15930" G PSME 10 6" G QUGA 160 10" F ACMA 1114" F POTR 1612X14" F ACMA 12 9" _ F POTR 162 14" F ACMA 13; 9" F POTR 16318" F ACMA _ 14 8" G_ _ ACMA 164 34" G PSME 15 8" F ACMA _ 165 10" F ACMA _ 16 12" F POTR 166 38" G PSME 1710" F POTR 16712" P _ ACMA _ 18 10" G POTR _ - 168 16" G . _ ACMA 19 10" F ACMA 169 2X24" P ACMA _ 20 8" F POTR 170 30" G PSME 21 6" G QUGA 171 2X10" P _ ACMA 22 5" F PYSP _ 172 2X6" P ACMA _ 23 8" P _ POTR 173 18" F _ ACMA 24 2X4" P POTR 174 16" P ACMA 256" _ P :POTR175 8" P ACMA 26 8" F P07R _ 176 8" P ACMA 277- P POTR 177 14" F ACMA 28 5" P PYSP178 3X12" G ACMA _ 29 8" P PIPO _ - 179 8" P ACMA _ 30 2X5" F QUGA 180 10" F PSME 315" GFRLA _ 18112" F PSME 32 6" G QUGA _ 182 14" F PSME 33 2)6" F PYSP 183 14" P PSME 34 12" G POTR 184 30" G PSME 35 16" F . POTR 185 30" G PSME Not in Easement 36 11" F POTR 186 28" F PSME 37 5X8" G SASC 187 30" F PSME 38 10" P POTR 188 18" F PSME Access Road 39 12" P POTR 189 12" F ACMA Access Road 40 10" P P07R 190 18" P PSME Not in Easement 41 8" P POTR 191 16" D PSME Access Road 42 14 F POTR 192 12" D PSME Access Road 43 7" P POTR 193 12" G QUGA Access Road 44 12" G PSME 194 8" F QUGA Access Road 45 10" D PSME 195 14" D PSME Access Road 46 14" G PSME 196 14" D PSME Access Road 47 1,C G PSME 197 16" P PSME Access Road 48 10" _ G _ PSME 198 16" P PSME Access Road 49 9" G PSME 199+18" D PSME Access Road 50 13" G PSME 200 30" D PSME Access Road 51 12" G PSME 201 28" D PSME Access Road 52 12" _ F PSME-202,32" _ D PSME Access Road 53 14" F PSME 203 18" F QUGA Access Road 54 14" F PSME 204 2)0" F QUGA Access Road 55 12" F PSME 205 16" D PSME Access Road 56 12" F PSME 206 2X5" F QUGA Access Road 57 14" F PSME 207 20" F PIPO Access Road 58 12" F PSME 208 24" D PSME Access Road 59 2X12" G ACMA 209 16" D QUGA Access Road 60 5" G SASP 210 3,C G PSME Access Road 61 7" F FRLA 211 7" F QUGA Access Road 62 12" F FRLA 212 7" P QUGA Access Road 63 6" F FRLA 213 8" F ARME Access Road 64 8" F FRLA 21426" F QUGA Access Road 65 2X10" G QUGA 215 6X10" F ARME Access Road 6618" P POTR 216 10" P FRLA Access Road 67 12" F FRLA 217 8" P QUGA Access Road 68 9" F FRLA 218 2X10" F QUGA Access Road 69 6" F FRLA 219 18' F FRLA Access Road 70 10" F _ FRLA 22030" G PSME 719" _ F FRLA 22138" G PSME 72 9" F FRLA 222 40" G PSME 73 2X5" F FRLA 223 10" P ACMA 74 12" _ F FRLA 224 38" G PSME 75 2M" F FRLA 225 8" F ACMA 76 8" F _ FRLA 226 18" F PSME _ 77 9" F QUGA 227'28" F PSME _ 78 7" F QUGA 228 24" G PSME 79 9" F QUGA _ 229 20" G PSME 80 2X7" F QUGA 23020" G PSME 817" F QUGA231'18" G PSME 82'20" D PSME _ 23210" F ACMA 8311" P QUGA 23310" G PSME 84 4X8" P QUGA 234 2X12" F ACMA 8511" P QUGA23518" _ F PSME 86 6" P QUGA 236 24" G PSME 87 18" P QUGA 237 30" G PSME 88 5" F QUGA 238 18" F PSME 89 4X3" F QUGA 239 8" D PSME 90 12" F 'ARME 240 12" F PSME 9115" P QUGA 24110" F PSME 92 8" P QUGA 242 10" F PSME 93 8" P QUGA 243 20" G PSME 94 10" F QUGA 244 24" G PSME 9532" _ F PIPO 245 24" G PSME 96 18" D PIPO 246 2X14" G QUGA 9718" D PIPO Not in Easement 247 20" G PSME 98 20" F QUGA Not in Easement 248 20" G PSME 99 12" D PIPO 24924r G PSME 100 12" P QUGA 250 28" G ACMA 101 12" D PRO Not in Easement 251 24" G PSME 102 10" P QUGA Not in Easement ! 252 18" G PSME 103`10" P _ QUGA 25310" G PSME _ 104 8" F FRLA 254 10" F PSME 10512" P FRLA 25510" D PSME 106 36" G PSME : 256 8" D PSME 107 14" F QUGA 257 8" F _ PSME 108' 15" _ D PSME 258 10" F _ PSME 109''30" D _ PSME25918" G PSME 11010" F PSME _ 26012" F PSME 111' 10" D QUGA 261 12" _ F _ PSME 11210" P PSME 26218" G PSME 113' 10" P QUGA 263 18" G PSME 114;8" G QUGA 264 20" G PSME 11536" P PSME 265 38" G PSME 116' 16" F PSME 266.33" G PSME Not in Easement 117:2X12" F QUGA 267 30" G PSME 118' 10" F QUGA 26810" P PSME 11912" F QUGA 269 10" P PSME 120 24" G _ PSME 270 18" F PSME 12118" D PSME 27110" F ACMA 122 24" D PSME 272 10". F _ ACMA 123 i 10" G FRLA 273 8" P _ ACMA 124 24" G -PSME 274 20"__ GACMA 125 10" F ACMA 275 2(" G , PSME Not in Easement 126' 10" G _ PSME 276 12" F ACMA Not in Easement 127 10" F ACMA _ 277 8X10" F ACMA _. 128 20" F PSME 278 16" F ACMA Not in Easement 129,8" F ACMA 279 10" F ACMA Not in Easement 13014" F ACMA 280 10" F ACMA Not in Easement 131;8" P ACMA 281 8" P PSME Not in Easement 132+8" F ACMA 282 12" P PSME ;Not in Easement 133 10" F ACMA 283 8" P PSME Not in Easement 134 20" F ; FRLA 284 10X10" F ACMA 135' 12" D FRLA 285 7X10" F ACMA 136 10" P ACMA 286 8X10" G ACMA 137 30" G QUGA _ 28X12" G ACMA 138 24" G QUGA 288 10" G ACMA 13916" F FRLA 28910" G ACMA 140 8" P ACMA 290 10" G ACMA 14128" F PSME 2916" F._ PSME 142 8" F FRLA 292 20" G PSME Not in Easement 143 6" P QUGA 293 24" G PSME Not in Easement 144 20" F FRLA 294 20" G PSME Not in Easement 145 16" F ; QUGA 29520" G PSME Not in Easement 146 18" P QUGA 296 20" G PSME Not in Easement 14710" P FRLA 297 20" G PSME Not in Easement 148 18" F QUGA 298 20" G PSME Not in Easement 149 12" F QUGA 299 24" G PSME Not in Easement 15020" F QUGA *G = GOOD, F = FAIR, P = POOR, D = DEAD O ti U) co 0 co r a c d- tU t0 0 W LL O N d' W Cl) Go Q�� V: CO) j t N• W C I— M a T" N O N r T 0 Z 0 a� On o C� z? J aJ z Ui aLL Ui W H � scale: 1" = 30'-0" ARCHITECTS f z z W 0- 0a oo,a t-CCU�� W 0- a- W m0 o0��4 zo w W E==O1=-re> z w cs 0 zz 5 pa U=55W W0CoZ= �axQOr- _> a.W VQ W W �0ir0ZM Q0WI-< �3:M zZ a<0 2 63 a MMzrr�w JTc W ¢ = O�aUaj 16 C6 O a Z W O J Jz->aW¢��W� �Wa n.wwWp W Wd Z � N� Z O w cnz �25 ZWzQ�-tes,,a w a:wazm¢W :D X W Q 0 j w 9WwMWW ►_- 9vSFO�oo F U, E2Z LL z J � J � => LU <:5 CD > W —F-WOW- � =a�?z~== rcnW �0010� • D M. SATRE E--1 EGON , 0 m O O P � 'aD J M r -O O r- O O 1000 fill Q NMd'O .J MCM M 9 9 c? WM McM M O O O O riri OD QO 0D ob LL O O O O J _1 J _J X X X X �ITITIT aW M M M O. MM M N 0 15 30 60 Revisions # I Date escrbtion T I �X SPECIES LEGEND ACMA Acer macrophyllum Big Leaf Maple ARME Arbutus rnenziesii Madrone FRLA Fraxinus latifolia Oregon Ash PIPO Pinus ponderosa Ponderosa Pine POTR Populus trichocarpa Black Cottonwood PSME Psuedotsuga menziesii Douglas Fir PYSP Pyrus sp. Pear Species QUGA Quercus garryana Oregon Oak SASC Salix scouleriana Scoulees Willow SASP Salix sp. Willow Species 153 6" P LEGEND ww0>-iz—W< rPWieMCL < I ---W II 4 8" G ACMA STAND QUALITY: FAIR STAND QUALITY: POOR KEY PLAN TREE INVENTORY 1 5" G QUGA 15132" G PSME tf, 2 8" F ACMA _ i 152 8" P ACMA _ _ 3 6" G ACMA W _ _LO O 153 6" P ACMA ww0>-iz—W< rPWieMCL < I ---W II 4 8" G ACMA 15410" D _ PSME 511" G PSME15512" _ F FRLA 6 11" G PSME 0 156 28" G PSME A 7 10" F QUGA 157 32" G PSME 0 8 12" F POTR 15824" G _ PSME 9 8" _ G QUGA ■ ` 159'30" G PSME 10 6" G QUGA 160 10" F ACMA _ 1114" _ F POTR 1612X14" F ACMA 12 9" F POTR 162 14" F ACMA r 13 9" F POTR 163 18" F ACMA 14 8" G ACMA 164 34" G _ PSME 15 8" F _ ACMA W Z 165 10" F ACMA un 1612" F POTR 166 38" G PSME W _. 1710" _ F POTR _ 167`12" P ACMA 18 10" G POTR 168 16" G ACMA rN f'� 19 10" F ACMA 15 169 2)24" P ACMA , 20 8" F POTR _ 170 30" G PSME 21 6" G QUGA 171 2X10" _ P ACMA 22 5" F PYSP 172 2)6" P ACMA 23 8" P POTR 173 18" F ACMA 24 2X4" P POTR 17416" P ACMA 25 6" P POTR 175 8". P ACMA 26 8" F POTR 17618" P ACMA 27 7" P POTR N 177 14" F ACMA 28 5" _ P PYSP 3 Z 178 3X12" G ACMA 29.8" P _ PIPO 179 8" P ACMA a 30 2X5" _ F QUGA o 180 10" _ F PSME _ 31 5" _ G FRLA _ 181 12" F PSME 32 6" G QUGA . N 0 N 182 14" F PSME _ 33 2)V F PYSP 183 14" P PSME 34 12" G POTR 184 30" G PSME 35 16" F _ POTR 185 30" _186 G PSME Not in Easement 36 11" F POTR 28" F PSME 37 5X8" G SASC 187 30" F _ PSME 38 10" P POTR 188 18" F PSME Access Road 39 12" P POTR _ 189 12" F ACMA Access Road 40 10" P POTR 190 18" P PSME Not in Easement 41 8" P POTR 191 16" D PSME Access Road 42 14" F POTR 192 12" D PSME Access Road 43 7" P POTR 193 12" G QUGA Access Road 44 12" G PSME 194 8" F QUGA Access Road 45 10" D PSME 195 14" D PSME Access Road 46 14" G PSME 196 14" D PSME Access Road 47 14" G PSME 197 16" P PSME Access Road 48 10" GPSME . 198 16" P PSME Access Road 49 9" G PSME 199 18" D PSME Access Road 50 13" G PSME 200 30" D PSME Access Road 51 12" G . PSME 201 28" D PSME Access Road 52 12" F PSME 202 32" D PSME Access Road 53 14" F PSME 203 18" F QUGA Access Road 54'14" F PSME 204`2)0" F QUGA Access Road 55 12" F PSME 205 16" D PSME iAccess Road 56 12" F PSME 206 2X5" F QUGA 'Access Road 57 14" F PSME 207 20" F PIPO Access Road 5812" F PSME 208'24" D PSME Access Road 59 2X12" G ACMA 209 16" D QUGA Access Road 60 5" G SASP 210 34" G PSME Access Road 61 7" F FRLA 211 7" F QUGA Access Road 62 12" F FRLA 212 7"._. P QUGA Access Road 63 6" F FRLA 213 8" F ARME "Access Road 64 8" F FRLA 214 26" F QUGA -Access Road 65 2X10" G QUGA 215 6X10" F ARME Access Road 66 18" P POTR 216 10" P FRLA Access Road _. 67 12" F FRLA 217 8" P QUGA --Access Road 68 9" F FRLA 218 2X10" F QUGA Access Road 69 6" F FRLA 219 1& F FRLA 'Access Road 7010" F- FRLA _ 220`30" G _ PSME 71 9" FFRLA 221 38" G PSME 72 9" F FRLA 222 40" G PSME 73 2X5" F FRLA 223 10" P ACMA 74 12" F FRLA 224 38" G PSME 75 2X6" F FRLA 225 8" F ACMA 76 8" F _ FRLA 226 18" F PSME 77 9" F QUGA 227'28" F PSME 78 7" F QUGA 228 24" G PSME 79 9" F QUGA 22920" G PSME 80 2X7" F QUGA 230 20" G PSME 817". F QUGA 23118" G _ PSME 82 20" D PSME 232 10" F ACMA 8311" P QUGA 23310" G PSME 84 4x8" P QUGA 234 2X12" F ACMA 8511" P QUGA 23518" F PSME 86 6" P QUGA 236 24" G PSME 87 18" P QUGA 237 30" G PSME 88 5" F QUGA 238 18" _ F PSME 89 00" F QUGA _ 239 8" _ D PSME 9012" F ARME 24012" F PSME 9115" P QUGA 241.10" F PSME 92 8" P QUGA 242 10" F PSME 93 8" P QUGA 243 20" G PSME 94 10" F QUGA 244 24" G PSME 95 32" F PIPO 245 24" G PSME 96 18" D PlPO 246 2X14" G QUGA 97 18" D PIPO Not in Easement 247 20" G PSME 98 20" F QUGA Not in Easement 248 20" G PSME 99 12" D PIPO 249 24" _ G PSME 100 12" P QUGA 256287 G ACMA 101 12" D PIPO Not in Easement 251 24" G PSME 102 10" P QUGA Not in Easement 252 18" G PSME 10310" P QUGA 25310" G PSME 104 8" F FRLA 25410" F PSME 10512" P FRLA 25510" D PSME 106 36" G --PSME 256'8" D PSME 107 14" F QUGA 257 8" F PSME 108 15" D PSME 258 10" F _ PSME 109 30" D PSME 259 18" G PSME 11010" F PSME _ 26012" _ F PSME 11110" D QUGA 261 12" F PSME _ 112 10" P PSME 262 18" G PSME 113 10" P _. QUGA 263 18" _ G PSME 1148" G QUGA 264 20" G_ _ PSME 11536" P PSME 265 38" G _ PSME 116' 16" F PSME 266 33" G PSME Not in Easement 117 2X12" F _ QUGA 267 30" G_ PSME 118 10" F QUGA _ 268 10" _ P PSME 11912" F QUGA_ 26910" _ P _ PSME 120 24" G PSME 270 18" F _ PSME 121 8" D PSME 271 10" F _ ACMA 122'24" D PSME 272 10" F _ ACMA 12310" . G _ FRLA 273 8" _ P ACMA 124 24" G PSME 1274 20" G ACMA 125 10" F ACMA 275 20" G PSME Not in Easement 126' 10" G PSME 276 12" F ACMA Not in Easement 127,10" F ACMA _ 277,8X1 0" F ACMA 128,20" F PSME 27816, F ACMA Not in Easement 129 8" F ACMA 279 10" F ACMA Not in Easement 130 14" F `ACMA 280 10" F ACMA Not in Easement 131 8" P ACMA_ _ 281 8" P PSME Not in Easement 132 8" F ACMA 282 12" P PSME Not in Easement' 133' 10" F ACMA 283 8" P PSME Not in Easement 134 20" F FRLA 284 10X10" F ACMA 135 12" D FRLA 2851X10" F ACMA 136,10" P ACMA 286' 8X10" G ACMA 137 30" G QUGA _ 287 12" G ACMA 138' 24" G QUGA 288 10" G ACMA 13916" F FRLA 28910" G ACMA 140 8" P ACMA 290' 10" G ACMA 141.28" F PSME 2916" F PSME 142 8" F FRLA 292 20" G PSME Not in Easement 1436" P QUGA 293,24r G PSME Not in Easement 144 20" F FRLA 294 20" G PSME Not in Easement 145 16" F QUGA 295 20" G PSME Not in Easement 146 18" P QUGA_ 296 20" G PSME Not in Easement 147 10" P FRLA 297 20" G PSME Not in Easement 148.18" F QUGA 298 20" G PSME Not in Easement 149 12" F QUGA 299 24" G PSME Not in Easement 150 20" F QUGA *G = GOOD, F = FAIR, P = POOR, D = DEAD 0 v (V C le zw;5M ¢>aW w= LU el. LL0 tf, t� t�U Q f"• d' r zNzIx �W5Q �' V� N oa�azmam �n-w¢OZw O0WW21-== ai •• 0 c 0W0p �� W _ _LO O it�Z azo I— _jw Q ¢ co O > s fn 1- L< 0 w '--� N M d ww0>-iz—W< rPWieMCL < I ---W II TR4&� rq F� D M. SAT R E E-' 0 EGON C. `' 4.p A r N 0 N ■ t.. ■ 0 O Z �C J O am O O 0 0 r Uz C m� M Z 0 OCID r O O f-000 (V) CL J NMd"O o V) CV) V) CV) C) C) C) 0 o00 W Z I W CV) t) M tM 0000 a un �� 0 0 0 0 _IJ_j J j X X X X �9�m W -a-0-0-0 C CC C or aCQCC !Z QL sZ sZ rN f'� scale: 1"= W-0" 0 15 30 60 Revisions # Date I escription UJw N u5 LU cc N Q Z Q 3 Z m V a 'E a o v o a w W aY Q W F- . N 0 N O N a) t U c 0 0 k6 m x 0 0 N 'a a) a� U oC a CL m 0 LA N O v LA�I 0 t 7<\ l j ! ` ; LIMIT OF DISTURBANCE FOR PROPOSED ACCESS,,. gg ; 18014 s SPECIES LEGEND ACMA Acer macrophyllum Big Leaf Maple ARME Arbutus menziesii Madrone FRLA Fraxinus latiiblia Oregon Ash PIPO Pinus ponderosa Ponderosa Pine POTR Populus trichocarpa Black Cottonwood PSME Psuedotsuga menziesii Douglas Fir PYSP Pyrus sp. Pear Species QUGA Quercus garryana Oregon Oak SASC Salix scouleriana Scoulees Willow SASP Salix sp. Willow Species LEGEND EXISTING TREE TO REMAIN, GPS LOCATED EXISTING TREES TO BE REMOVED, GPS LOCATED 18019 TRANSMISSION POLE WITH 0 NUMBER EXISTING TREE CLUSTER AREAS STAND ASSESSMENTS BY CLUSTER INCLUDES TREE CLUSTER FIELD NOTES, TREE INVENTORY 1 5" _2 G QUGA 15132" G PSME 8" F_ _ ACMA 152 8" P ACMA 3 6" G ACMA 153 6" P ACMA 4 8" G ACMA 154 10" D PSME 511" G PSME 15512" F FRLA 6 11" G PSME156 28" G PSME 7 10" F QUGA _ 157 32" G PSME 8 12" F POTR 158 24" G PSME 9 8" G QUGA 159 30" G PSME 10 6" G QUGA 160 10" F ACMA 1114" F POTR 1612X14" F ACMA 12 9" F POTR 162 14" F ACMA 13 9" F POTR 163 18" F ACMA 14 8" G ACMA 164 34" G PSME 15 8" _ F ACMA 165 10" F ACMA 16 12" F POTR 166 38" G PSME 1710" F _ POTR 16712" P ACMA 18 10" G POTR 168 16" G ACMA 19 10" F ACMA 169 2X24" P ACMA 20 8" F POTR 170 30" G 'PSME 216" G QUGA 1712X10" P ACMA 22 5" F PYSP 1722)6. P ACMA 23 8" P POTR 173 18" F ACMA 24 2X4" P POTR 174 16" P ACMA 25 6" P POTR _ 175 8" P ACMA 26 8" F POTR 176 8" P ACMA 27 7" P POTR 177 14" F ACMA 28 5" P PYSP 178 3X12" G ACMA 29 8" P PRO 179 8" P ACMA 30 2X5" F QUGA 180 10" F PSME 315" G FRLA 18112" F _ PSME 32 6" G _ QUGA 18214" F PSME 33 2X5" F PYSP - 183 14" P PSME 3417 G POTR _ 184 30" G PSME 35 16" F _ POTR _ 185 30" G PSME :Not in Easement 36 11" F POTR 186 28" F PSME 37 5X8" G SASC 187301, F PSME 3810" _ P POTR _ 188 18" F PSME Access Road 39 12" P _ POTR _ 189 12" F ACMA 'Access Road 40 10" P POTR 190 18" P PSME Not in Easement 41 8" P POTR 191 16" D PSME Access Road 42 14" F _ POTR 192 12" DPSME Access Road 437- P POTR 193 12" G QUGA Access Road 44 12" G _ PSME 194 8" F QUGA Access Road 45 10" D PSME _ 195 /4" D PSME Access Road 46 14" G PSME 196 14" D PSME Access Road 47 14" G PSME 197 16" P PSME Access Road 48 10" _ G _ PSME _ 198 16" P PSME Access Road 49 9" G PSME 199 18" D PSME Access Road 50 13" G PSME 200 30" D PSME Access Road 51 12" G PSME 201 28" D PSME Access Road 52 12" F PSME 202 32" D PSME Access Road 53 14" F PSME 203 18" F QUGA Access Road 54 14" F PSME 204 2x8" F QUGA Access Road 55 12" F PSME 20516" D PSME ';Access Road 56 12" F PSME 206 M. F QUGA Access Road . 57 14" F PSME 20720" F PIPO Access Road 58 12" F PSME 208 24" D PSME Access Road 59 2X12" G ACMA _ 209 16" D QUGA Access Road 60 5" G SASP 210 34"_ G PSME Access Road 61 7" F FRLA 211 7" F QUGA Access Road 62 12" F FRLA 212 7" P QUGA Access Road 63 6" F FRLA 213 8" F ARME Access Road 64 8" F FRLA 214 26" F QUGA Access Road 65 2X10" G QUGA _ 215 6X10" F ARME Access Road 6618" P POTR 216 10" P FRLA Access Road 67 12" F FRLA 217 8". P QUGA Access Road 68' 9" _ F _ FRLA 218 2X10" F QUGA Access Road 6916" F FRLA 219 18' F FRLA Access Road 70;10" F FRLA 220 30" G PSME 71 9" F _ FRLA _ 221 38" G. PSME 72 9"-F FRLA 222 40" G PSME 73 2X5" .12" F FRLA 223 10" P ACMA 74 F FRLA 224 38" G PSME 75 2x8" F FRLA 225 8" F ACMA 76 8" F FRLA 226' 18" F PSME 77' 9" F QUGA 227 28" F PSME 78 7" F QUGA 228 24" G PSME 79 9" F QUGA 229 20" G PSME 80 2X7" F QUGA 230 20" G PSME 81 7" _ F QUGA 231 18" G PSME 8220" ,D PSME 23210" _ F _ ACMA 8311" P QUGA 23310" G PSME 84 4x8" P QUGA 234 2X12" F ACMA 8511" P QUGA 23518" F PSME 86 6" P QUGA 236 24" G PSME 8718" P QUGA 237 30" G PSME 88 5" F QUGA 238 18" F_ PSME 89`4x3" F QUGA 239 8" D PSME 90' 12" F ARME 240 12" F PSME 9115" P eQUGA 24110" F PSME 92 8" PQUGA _ 242 10" F PSME _ 93`8" P QUGA 243 20" G _ PSME 94 10" F QUGA 244 24" _ G PSME 95 32" F PIPO _ 245 24" G PSME 96 18" D PIPO _ 246 2X14" G _ QUGA 97 18" D PIPO Not in Easement 247 20" G _ PSME 98'20" F QUGA Not in Easement' 248 20" G _. PSME 9912" D PIPO _ 249 24" _ G PSME 100 12" P QUGA 250 28" G ACMA 101 12" D PIPO Not in Easement ! 251 24" G PSME 102 10" P QUGA Not in Easement 252 18" G PSME 103' 10" P QUGA 253 10" _ G PSME 104 8" F FRLA - 254 10" _ F PSME 10512" ._ P_ _ FRLA 25510" D PSME 106 36" _ G PSME 256 8" D PSME 107;14" F QUGA 257 8" _ F _ PSME 108 15" DPSME _ 258 10" _ F PSME 1030" 9 0 PSME259 _ 18" G _ pSME 110 10" F PSME 260 12" F PSME 111110" 0 QUGA _ 261 12" F _ PSME 112' 10" P PSME 262 18" _ G PSME 11310" P QUGA 26318" G PSME 114 8" G _ QUGA 264 20" GPSME 115'36" P PSME 265 38" G PSME 116'" 16" F _ PSME 266 33" G PSME Not in Easement 1172X12" F QUGA 267 30" G PSME _ 118 10" F _ QUGA 268 10" P PSME 11912" F QUGA _ 26910" P PSME 120'24" G PSME _ 270 18" F PSME 1218" D PSME _ 27110" F ACMA 122'24" D PSME 27210" ._ F__ ACMA 123 10" G FRLA 273 8" P ACMA 124 24" G PSME 274 20" G ACMA 125 10" F ACMA 275 20" _._ G PSME Not in Easement 12610" G PSME 276 12" F ACMA Not in Easement 127 10" F ACMA _ 277 8X10" F ACMA 128 20" F PSME 278 16" F ACMA Not in Easement 1298. F ACMA 279 10" F ACMA Not in Easement 130 14" F ACMA_. 280 10" F ACMA Not in Easement' 131 8" P ACMA 281 8" P _ PSME Not in Easement 132 8" F ACMA 282 12" P PSME Not in Easement' 133 10" F 'ACMA 283 8" P PSME Not in Easement' 13420" F FRLA 28410X10" F ACMA 135 12" _ D FRLA 285 7X10" F ACMA 136 1fl" P ACMA _._ 286 8X10" G ACMA 137 30" G QUGA 287 12" G _ ACMA _ 138 24" G 'QUGA 288 10" _ G ACMA 139 16" F _ FRLA 289 10" _ G ACMA 140 8" P _ ACMA 290 10" G _ ACMA 14128" F PSME 2916" F PSME 142 8" F FRLA 292'120" G PSME Not in Easement 1436- P QUGA _ 29324" G PSME Not in Easement 144 20" F FRLA 294 20" G PSME Not in Easement 14516" F QUGA 29520" G PSME Not in Easement 14618" P QUGA 296 20" G _ PSME Not in Easement 147 10" P FRLA 297 20" . _ G PSME Not in Easement 148 18" F QUGA 298 20" G PSME Not in Easement 149 12" F QUGA 299'24" G PSME Not in Easement 150 20" F QUGA *G = GOOD, F = FAIR, P = POOR, D = DEAD l J s 0 O. 0 Zv 0 0 M o) 3 m V i 0 U t0 O 0 i rn 3 O L 0 t P i U O O N J8 CL a 0 J� 0 a 3 0 O 3 10 0 0 cv 0 0 i a v 'v v U O t v c a t FLOW CONT. MH 314 _ 1 RIM:523.10 12" FL(E}:518.00 ��.�-- --- ;f-------��----__ ---- ___- t- �..�.��..�.._. 2» F ( }52000 y` Twom 316 FL. -519.601 L W •� 1 ` 503 • • ,�• • • `NI 0 FAqT 99nd STREE1111 ...... .....331 130; RIM:52o.00 DETENTION BASIN 320° ' f 12" FL(W}:518.00 311 TOP: 522.50 \\ 20.82 522.25 - _ _ 20.03 _ _ BOTTOM: 520.00 - _ _ - _ - _ _ -- _ _ m..: MOW L 2{ 35 Rmoammm ."m mmo mom a1 519.15 ; - �,� _ w cy R1 5 20_ _ 52-- 22.60 s' -_� \ • � '�� -- _ � � �-' � ,� - `r 20.34 �2 523.63 �,- tK 520 ' - � �- ``. � .��' ' • � � � � � \ `1 rf <A 520.69 h 52 ` t / 527 28 u' • r r G.�.;r-' FL:520.00 A �; 1 f { r - �, r 316 CP `T 1 �V GJ 322 ►�00"R 100i �� ,� Z� 303 03 . 27.77` �} 3r .Al FL:526.03 � i 315 ,<< ; 'Zg�� ` • •�_ ( \ t t Al .sou €., GRAPHIC SCALE 30 O 15 30 60 ti `" 1 a 3 3 304 (IN FEET > 533.84 26\" A-. R1M:535.00 . 1 . 't 535^ $ _ '` 12» FL(N):532.50 311 \\�` 536 { -' 532.84 33.84 34.61 4" FL(S}:532.83, ` ,1 i20LF322 r c� ~ 1 32 319 TOP:534.00 TOP: 536.00 { - 34.40�'S = ` R45' » .53 BOTTOM: 535.00306 » 6 &12 FL• 2 00' TTOM• ^- - �� 35.25 ---_. VA f 35' WIDE, t'N 324 L .. _ r. 533 35.{ 2 23 LONG _0.045 F \ \ i� % f 1 � - .,�- R28 ~ ��� � 5 536.25 5 s3 34 .-� '� FLOW C, NT. MH J2, 35.92 _ 314 °. ♦ s, -. 36.51 RIM•538 50 �' i 535.25 5. ,l 12 FL E&N :532.50- . " s ( } � � 36. 5027 a - ' 36 5.4{ o RIM:537.10 76 1 5b. 32 8 JkE ! a 12 FL(W}:5 0 30 3 .45 29 v 6 copyright 0 2018 Branch Engineering, Inc. GRAVEL DRIVE PER HEAVY GRAVEL SECTION DETAIL 11, SHEET C2 12" CULVERT --/ FLOW CONTROL MANHOLE #1. SEE DETAIL 5, SHEET C2. CONNECT TO DITCH INLET AND FLOW OUT TO GRASSY SWALE. 1 DETENTION BASIN - SECTION A -A SCALE: 1"=30' GRAVEL PAD INSIDE SUBSTATION YARD. FENCE FILTER STRIP SEE LIGHT GRAVEL SEED PER SECTION, DETAIL 11, LANDSCAPE PLAN SHEET C2 4.5% 2'7 EXISTING GROUND 2 FILTER STRIP SECTION - SECTION B -B SCALE: 1 »=10' CUDO ACCESS RISER PER FILTRATION RAIN GARDEN PER DETAIL 8, SHEET C2. DETAILS ON SHEET C3. PLANT PER LANDSCAPE PLAN 3;1 TOP: 537.50 77 77 7777- ,. BOTTOM• 536.30 ,- EXISTING GROUND�/ DITCH INLET PER DETAIL 2, SHEET C2. CONNECT TO CUDO BLOCKS AND FLOW OUT TO FLOW CONTROL MANHOLE #2. LEVEL SPREADER PER DETAIL 7, SHEET C2 \--CUDO UNDERDRAIN STORAGE SYSTEM. FLOW OUT TO DITCH INLET. SEE CUDO DETAILS ON SHEET C3. FLOW CONTROL MANHOLE #2. SEE DETAIL 5, SHEET C2. CONNECT TO DITCH INLET AND FLOW OUT TO LEVEL SPREADER. RAIN GARDEN #2 - SECTION C -C 3 SCALE: 1 "=10' CONSTRUCTION NOTES: anch A G I N E E R1 N Gf Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com G` im #79232PE Digitally sig dbyN 1, PLY SIGNED Date: 2021.1 .0916:11: _/1 OREGON _Z, �C PAA-'r\� - - EXPIRES. DECEMBER 31, 2022 project title: STORMWATER 302 FURNISH AND INSTALL 6" STORMWATER PIPE AT 0.5% SLOPE MIN. TRENCH PER DETAIL 1, SHEET C2. 304 FURNISH AND INSTALL 12" STORMWATER PIPE AT 0.5% SLOPE MIN. TRENCH PER DETAIL 1, SHEET C2. 306 FURNISH AND INSTALL 4" PERFORATED PIPE. SEE DETAIL 8, SHEET C2. 0,3311FURNISH AND INSTALL GIBSON DITCH INLET PER DETAIL 2, SHEET C2. ALTERNATIVE: FURNISH AND INSTALL 24" CONCRETE BASIN WITH BEEHIVE GRATE PER DETAIL 4, SHEET C2. 312 FURNISH AND INSTALL STORM CLEAN OUT PER DETAIL 3, SHEET C2. 314 FURNISH AND INSTALL FLOW CONTROL MANHOLE PER DETAIL 5, SHEET C2. 315 FUNRISH AND INSTALL CLASS 50 RIP RAP INLET PROTECTION PER DETAIL 6, SHEET C2. 316 FUNRISH AND INSTALL CLASS 50 RIP RAP OUTLET PROTECTION PER DETAIL 6, SHEET C2. 03317FURNISH AND INSTALL 10'Lx4'Wx1'D CLASS 50 RIP RAP PROTECTION WHERE DITCH ENTERS DETENTION BASIN. 318 CONSTRUCT RAIN GARDEN OR STORMWATER TREATMENT BASIN PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL AND DETAIL 3, THIS SHEET (SECTION C -C) AND DETAIL 8, SHEET C2. INSTALL CUDO UNDERDRAIN FOR ADDITIONAL DETENTION. SEE SHEET C3 FOR CUDO DETENTION SYSTEM DETAILS. SEE LANDSCAPE PLAN FOR PLANTING DESIGN. 319 CONSTRUCT RAIN GARDEN OR STORMWATER TREATMENT BASIN PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL AND DETAIL 8, SHEET C2. SEE LANDSCAPE PLAN FOR PLANTING DESIGN. 320 CONSTRUCT DETENTION BASIN PER DETAIL 1, THIS SHEET (SECTION A -A). QDCONSTRUCT LEVEL SPREADER PER DETAIL 7, SHEET C2. • 322 CONSTRUCT GRASSY SWALE WITH CHECK DAMNS PER CITY OF EUGENE STORMATER MANGEMENT MANUAL & DETAILS 9 AND 10 SHEET C2. 323 FURNISH AND INSTALL UNDERGROUND CUDO DETENTION CUBES PER MANUFACTURER'S SPECIFICATIONS AND DETAILS ON C3, OR ALTERNATIVE APPROVED BY ENGINEER AND CITY PRIOR TO INSTALLATION. 324 CONSTRUCT FILTER STRIP PER CITY OF EUGENE STORMATER MANGEMENT MANUAL AND DETAIL 2, THIS SHEET (SECTION B -B). 331 CONNECT TO AND MATCH EXISTING GRADES AT EXISTING CHANNEL/DITCH. 335 CONNECT TO TRANSFORMER FOUNDATION AND OIL CONTAINMENT STRUCTURE. PAVING 501 CONSTRUCT LIGHT GRAVEL PAVEMENT PER DETAIL 11, SHEET C2. 502 CONSTRUCT HEAVY GRAVEL PAVEMENT PER DETAIL 11, SHEET C2. 503 CONSTRUCT ASPHALT PAVING OVER CRUSHED ROCK PER DETAIL 11, SHEET C2. PAVING LEGEND HEAVY GRAVEL PAVEMENT PER GEOTECHNICAL RECOMMENDATIONS LIGHT GRAVEL PAVEMENT PER SUB STANDARDS ' ASPHALT PAVING Z O FmQ m LA J Q o c� o Fm J DC W tA � F' J W Z Oa M Z � �M � J � UJ 00 Z �p0 � 0v o M oh W W Z LL. LL W ILA z z J z p cc � ccCL revisions: date: NOV. 12, 2021 drawn by: ARS designer: NP project no: 18-107 PAVING, GRADING & STORMWATER PLAN sheet: CSI il