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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/26/2016LEGEND ® FOUND MONUMENT PHONE LINE BOUNDARY EXISTING ADJACENT PROPERTY LINE _ EXISTING CURB & GUTTER OVERHEAD ELECTRIC EXISTING SIGN _x --_x -- -- EXISTING FENCE 0 EXISTING WATER METER Q EXISTING GAS METER ------ GAS EXISTING GAS LINE -- PHN- EXISTING PHONE LINE ® EXISTING PHONE PEDESTAL OHE EXISTING OVERHEAD ELECTRIC I EXISTING POWER POLE C-4.0 EXISTING PUBLIC STREET LIGHT I EXISTING PRIVATE LIGHTING "WW- N EXISTING WASTEWATER SYSTEM a EXISTING WASTEWATER CLEAN OUT 18"SD---- ST EXISTING STORM DRAINAGE SYSTEM 2. PROPERTY IS ZONED (CC) COMMUNITY COMMERCIAL. EXISTING CATCH BASIN II EXISTING PRIVATE AREA DRAIN ! III III � x I IIII IIII]K IIII IIII IIII III. I. � I ! I 00 1 'III I �I I E I II I III k€ I i { I x ,I IIII Ilzl� i I I IIII � I �I I, i fI IIIIco I I I; I IIII W III IM II DITCH FLOWLINE III ISI I � I I } j IIII I �, II I Lx----x------X - __.X� _ _x __ _ _x --- x --X x_ 00'0_ '00 E x X. � l I IIIIo z o ¢ � o o GRAVEL/ 00 DIRT 04I III W o 111 i 4' CNAINLINK FENCE W E­4 10"MAPLE t I IIII v ` III I h `� ADJACENT I I I I I I I BUILDING I I I 36.00' I I I ROADWAY I III 60.00' (II I IIII R/W IIII I IIII IIII I I III IIII �°�' IIII �, IIII III I IIII I I III III I I IIII I II { � III III I IIII IIII ' - I I IIII IIII I ' IIII IIII I °`b I III III I ASSESSOR'S MAP 17-02-31-41, TAX LOT 405 MINIMUM DEVELOPMENT STANDARDS (MAJOR) FOR METRO WEST AMBULANCE NE 1/4 SE 1/4 SEC. 31, T.17S., R.?W., W.M. SPRINGFIELD, LANE COUNTY, OREGON SURVEYED: OCTOBER, 2015 APPLICANT / OWNER METRO WEST AMBULANCE 4034 MAIN STREET SPRINGFIELD, OR. 97477 CIVIL ENGINEER / SURVEYOR OLSON & MORRIS 386 Q STREET SPRINGFIELD, OREGON 97477 PHONE: (541) 302-9790 GEOTECHNICAL ENGINEER K&A ENGINEERING, INC 91051 S. WILLAMETTE STREET COBURG, OREGON 97408 PHONE: (541) 684-9399 0 4�v Ilz� 334.00' ARCHITECT GMA ARCHITECTS 860 W PARK STREET 300 EUGENE, OREGON 97401 PHONE: (541) 344-9157 LANDSCAPE ARCHITECT DOUGHERTY LANDSCAPE ARCHITECT 474 WILLAMENTTE STREET SUITE 305 EUGENE, OREGON 97401 PHONE: (541) 683-5803 ASPHALT RAMP -k� T T J v o Q O �co = O Q METRO WEST - AMB ' VICINITY MAP I (� ! NTS I II I EXISTING LTD I III FACILITY I II I I II I IIII I 11 I II I I II I I II o II I i o: j IIIA N EX WW MH #017 24 -FL IN (E)=469.8± I SII 24 FL OUT (W)=469.8± RIM ELEV.=483.80 III 6"FL IN ((W)=479.09 III 12 -FL IN E)=477.94 12 -FL OUT (W)=477.84 II RIM ELEV.=482.79 AREA DRAIN I 6"FL OUT (SE)=481.31\ I [ GRATE=482.81 f k ASPHALT �� "' I U -_ GAS 77� ULANCF, '* -HEAT PUMP 3,622 SQ. FT. TE o 0 3 FINISHED FLOOR FLAG POLE �° O o EXISTING O j ELEVATION AT MAIN 15"X15" COVER SHEET C-1.1 II C-2.0 NOTES: C-2.1 GRADING AND PAVING DETAILS C-3.0 I 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM DRAINAGE DETAILS C-4.0 I II I I MAPS 41039C1162 F AND IS IN AN AREA DETERMINED TO M O III roCCco ^ V M z BE OUTSIDE 500 -YEAR FLOOD PLAIN. N '- z +, 0 �° 1 N= voi 2. PROPERTY IS ZONED (CC) COMMUNITY COMMERCIAL. a III o� TAX LOTS 402, 403 & 404 ARE ZONED (MDR) MEDIUM 0 � W I I cv DENSITY RESIDENTIAL. > III 13. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. 77 r p PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET II I I C-4.0. III 4. ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD 0a as III I BENCHMARK NO. 134 LOCATED IN A MONUMENT CASE AT I THE SOUTHWEST CORNER OF THE INTERSECTION OF III I MCKENZIE HIGHWAY AND SOUTH 41ST STREET III o 5. LTD FACILITY IS LOCATED AS SHOWN. o 0 I II E 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. III 17. SOIL TYPES ON THIS SITE ARE OXLEY URBAN LAND �Ww COMPLEX 64% AND SALEM -URBAN LAND COMPLEX 36% t WITH SLIGHT EROSION FACTOR. w III } �I E-4cn II s* U D z III I u� I Bus I III III II 1 c M i III 11 {�I 'SITE 0 ROADWAY III I If BENCHMARK` .{ N0.134 _ F 2'22 c ,Wo VICINITY MAP I (� ! NTS I II I EXISTING LTD I III FACILITY I II I I II I IIII I 11 I II I I II I I II o II I i o: j IIIA N EX WW MH #017 24 -FL IN (E)=469.8± I SII 24 FL OUT (W)=469.8± RIM ELEV.=483.80 III 6"FL IN ((W)=479.09 III 12 -FL IN E)=477.94 12 -FL OUT (W)=477.84 II RIM ELEV.=482.79 AREA DRAIN I 6"FL OUT (SE)=481.31\ I [ GRATE=482.81 f k ASPHALT �� "' I U -_ GAS 77� ULANCF, '* -HEAT PUMP 3,622 SQ. FT. TE o 0 3 FINISHED FLOOR FLAG POLE �° O o EXISTING O j ELEVATION AT MAIN 15"X15" 8" FL IN (E) 473 533 III I ---8 L OU T( =473.23 GRAVEL s ENTRY = 484.70' COLUMN _ ',RI ELEV.=4 2.99 III I o PARKING LOT ° o y Dc # (PER NGVD 1929) _ •� -- x_00 1 o ONC �- / SIGN V)III - \! N W _ III I o w CO RIM= o B 407 [ Q 484.52' EX PARKING I II ( z o ¢ "FL 0 T (SE)=480.95 3 SPELEC.. PANELS o ASPHALT III N GRATE=4 2.45 III I . �`�, I 00 to o I III It' o W 80.00 UNKNOWN ( I I R/W n- UTILITY VAULT t _ j 1 EXE PARING_ I I AREA RAIN III I r- ----------- ----------------- ------ 7XlP I I� � " � �- - � - � � - - � - GRATE 482.52 .._._...x N 00 02 00 W � 210.00 _ �� _�_ r � t III I----- PHN _. _.___ I x 8' TREE'I { 1 - -- -- -- ---- ----------------L57 0_jZQZt- X� IW DEX WW MH IIII III _ J 6 FL IN (NW)=476.56 3:: d 6 -FL IN (NE)=476.51 ='� 11 I � III w 8"FL IN (N)=476.15 O I =' 8"FL OUT (S)-476.12 II I III it IDs I°� RIM ELEV.=483.54 " 111 I II I r I II 0 09 13 py IBM C-1.0 COVER SHEET C-1.1 II C-2.0 NOTES: C-2.1 GRADING AND PAVING DETAILS C-3.0 I 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM DRAINAGE DETAILS C-4.0 I II I I MAPS 41039C1162 F AND IS IN AN AREA DETERMINED TO M O III roCCco ^ V M z BE OUTSIDE 500 -YEAR FLOOD PLAIN. N '- z +, 0 �° 1 N= voi 2. PROPERTY IS ZONED (CC) COMMUNITY COMMERCIAL. a III o� TAX LOTS 402, 403 & 404 ARE ZONED (MDR) MEDIUM 0 � W I I cv DENSITY RESIDENTIAL. > III 13. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. r PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET II I I C-4.0. III 4. ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD 0a as III I BENCHMARK NO. 134 LOCATED IN A MONUMENT CASE AT I THE SOUTHWEST CORNER OF THE INTERSECTION OF III I MCKENZIE HIGHWAY AND SOUTH 41ST STREET III o 5. LTD FACILITY IS LOCATED AS SHOWN. o 0 I II E 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. III 17. SOIL TYPES ON THIS SITE ARE OXLEY URBAN LAND �Ww COMPLEX 64% AND SALEM -URBAN LAND COMPLEX 36% t WITH SLIGHT EROSION FACTOR. w III } �I E-4cn II s* U D z III I � I we I III III II III 11 {�I 66.00, 0 ROADWAY III I If 8" FL IN (E) 473 533 III I ---8 L OU T( =473.23 GRAVEL s ENTRY = 484.70' COLUMN _ ',RI ELEV.=4 2.99 III I o PARKING LOT ° o y Dc # (PER NGVD 1929) _ •� -- x_00 1 o ONC �- / SIGN V)III - \! N W _ III I o w CO RIM= o B 407 [ Q 484.52' EX PARKING I II ( z o ¢ "FL 0 T (SE)=480.95 3 SPELEC.. PANELS o ASPHALT III N GRATE=4 2.45 III I . �`�, I 00 to o I III It' o W 80.00 UNKNOWN ( I I R/W n- UTILITY VAULT t _ j 1 EXE PARING_ I I AREA RAIN III I r- ----------- ----------------- ------ 7XlP I I� � " � �- - � - � � - - � - GRATE 482.52 .._._...x N 00 02 00 W � 210.00 _ �� _�_ r � t III I----- PHN _. _.___ I x 8' TREE'I { 1 - -- -- -- ---- ----------------L57 0_jZQZt- X� IW DEX WW MH IIII III _ J 6 FL IN (NW)=476.56 3:: d 6 -FL IN (NE)=476.51 ='� 11 I � III w 8"FL IN (N)=476.15 O I =' 8"FL OUT (S)-476.12 II I III it IDs I°� RIM ELEV.=483.54 " 111 I II I r I II 0 09 13 py IBM C-1.0 COVER SHEET C-1.1 SITE DEVELOPMENT PLAN C-2.0 GRADING AND PAVING PLAN C-2.1 GRADING AND PAVING DETAILS C-3.0 SITE DRAINAGE PLAN C-3.1 DRAINAGE DETAILS C-4.0 WASTEWATER / UTILITY PLAN C-4.1 WASTEWATER / UTILITY DETAIL rtV P oto _=c" M,Et�t rnurn ze,�e,�,o�r � s r t t �01E �{ h o v CC 173 N -t o '� o O c oc °- M LID M O ci�� W U)�- roCCco ^ V M z Wo U (D N '- z +, 0 �° N= voi En a r t t 0 CD z -t tet- con o _O w (n w °- M LID M ci�� W U)�- Wo U (D N '- �° °Jw En T- CL o� 0 0 � W co cv > lk t t 0 0 U � •O 0 0 � W co cv > r 0a as 0 z lk t t O W > r 0a as 0 z W o 0 Ux wW w �Ww s* U D w c4 U yj t t O > W SHEET C-1.0 of 8 JAN 2 6 201 Originai Submittal ■ aiiiiiiil • FOUND MONUMENT PHONE LINE BOUNDARY _- ADJACENT PROPERTY LINE i = EXISTING CURB & GUTTER OVERHEAD ELECTRIC EXISTING SIGN --x ----- x - -- EXISTING FENCE (58.34%) EXISTING WATER METER Q EXISTING GAS METER — GAS — EXISTING GAS LINE ----- PHN EXISTING PHONE LINE © EXISTING PHONE PEDESTAL OHE EXISTING OVERHEAD ELECTRIC PERVIOUS PAVEMENT = 1,255 SQ. FT. (.05%) EXISTING POWER POLE (58.34%) EXISTING PUBLIC STREET LIGHT SQ. FT. (19.00%) EXISTING PRIVATE LIGHTING MAINTENACE) EXISTING WASTEWATER SYSTEM Q EXISTING WASTEWATER CLEAN OUT 18"SD-- Sl EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN f= EXISTING PRIVATE AREA DRAIN SITE DATA: TOTAL SITE AREA = 23,480 SQ. FT. (0.54 AC) TOTAL DEVELOPMENT AREA = 23,480 SQ. FT. (0.54 AC) LANDSCAPE AREA = 4,094 SQ. FT. (17.44%) co to N PERVIOUS PAVEMENT = 1,255 SQ. FT. (.05%) • �� IMPERVIOUS AREA = 13,699 SQ. FT. (58.34%) O BUILDING / COVERED AREA = 4,432 SQ. FT. (19.00%) REQUIRED PARKING: (1 PER 300 SQ. FT. OFFICE / MAINTENACE) TOTAL REQUIRED = 12 Z p TOTAL PROVIDED = 23 SPACES cn ; HANDICAP SPACES REQUIRED = 1 HANDICAP SPACES PROVIDED = 1 O REQUIRED BICYCLE PARKING: (1 PER 3000 SQ. FT. OFFICE) TOTAL REUIRED = 1 TOTAL PROVIDED = 2 K: W s. a III ��� III .III III � I I CII III � � � III III � x II } III III ' � III I III III � IC I I III I III I? o IC I III IIC o III N N I Y co I III CII I I , ' III III � CII i I ICI III I IC I I � 1 III ICC I CI I ICC ICI ` CC I I GRAVEL PLANTER r i 2' X 334' 668 SF o EX CHAIN LINK II I III I II N FENCE TO REMAIN M 11 I N.__ .__ _xX x __. _ __ _ EX CHAIN LINK GATETO o PROPOSED BE REPLACED WITH N CMU TRASH PERVIOUS FIRE o F,, I AUTOMATIC SLIDING GATE 00 ENCLOSURE PAVEMENT HYDRANT o III N W -PLANTER/SWALE6' X 124' 744 SF t N COVERED FUEL _ _---A P & WASH AREA NEW 5' ENCLOSURE DRAIN ' o ���` TIED TO WASTEWATER MAINTENANCE CONCRETE PLANTER s� o 7.. OFFICE PEDESTRIAN III ICI � ' co SYSTEM '. SEPARATOR `� SPACE Y b OIL WATER SPACE ACCESS N 400 SF N _ I ( ",. 2,416 SQ. Ff.. Q DOUG E CHECK IIC III ,� b o- TIED TO _ EX CHAIN LINK , �, a z ". � ��. o WASTEWATER 1,206 SQ. FT. � .._..a( I FENCE TO REMAIN d ! o SYSTEM 6 ACCESS w, c ( pROPO ED BIKE III III _. ��� -__ _ N ENHANCED PARKIN 2 SP. 4° I SIDEWALK 169 SF � p "I to III III N 1 o X20 2 SP. o ®� N I PARKING [ 0) PLANTER II III III 4 SP. ABOVE GROUND 2Ck:7.00' 30.77' ` _ - -1; K 21.00' FUEL TANK 11 I III I a 6,000 GAL. �,-----__. _ _ "l�J i 21.00' III Z o a 5.00 EDGE OF EX AC---� o EX AC PAVING TO BE o III III ��� __x -- 10.00' -- EX GRAVEL TO OyF REMOVED, GRADED, II ( N o 5 BE PAVED • ,, AND �EPAVED I � '� � .%1?00, III CIC CCI � � _ £, � o_. P _28 60'D' 3 SP ry� PLANTER ___ _ ____ _ __ - - ��_ x— -- � .._. �. �._ 566 II III PLANTER SWALE 5' X 161' ` 805 SFS �. _.. _ -- P _ — C CII ICI 1 � o r , I _ � � � �. ,. �..�... �N I I ---- ----- —-- ---------- ---- ------------------ I CIC ICI I I i ( I o ``' ! AULTI TO RELOCATE ATO BEEREMAIN� �°: VIII EX CHAIN LINK :s -- FENCE FENCE TO REMAIN ' I _ °°ICI C III ICI I ICI CIC I �%lb ' �O� CICu ! CIC III ASSESSOR'S MAP 17-02-31-41, TAX LOT 405 7 7 SME 1 "-20' 20' 0 20' 40' N } � i O f co to N r • �� OMO. N O r-% 0C.5 O ILO 0 00 Z Lit Z p cn ; N } � i o �e r A � O ; O N } � i o �e O O K: W s. a VJ s� -Q0 .ca SHEET C-1.1 of 8 Date Received: ,SAN` original Subm ttca Tn-- i �e O w cs W y co z o W , o as H o ¢ > > Q A 0 a vvi w SHEET C-1.1 of 8 Date Received: ,SAN` original Subm ttca Tn-- i z O w SHEET C-1.1 of 8 Date Received: ,SAN` original Subm ttca Tn-- ® FOUND MONUMENT — PHN— EXISTING PHONE LINE BOUNDARY © EXISTING PHONE PEDESTAL _._ ADJACENT PROPERTY LINE OHE EXISTING OVERHEAD ELECTRIC EXISTING CURB & GUTTER EXISTING POWER POLE EXISTING SIGN EXISTING PUBLIC STREET LIGHT —x—X— EXISTING FENCE -- EXISTING PRIVATE LIGHTING ® EXISTING WATER METER —S"WW@-N EXISTING WASTEWATER SYSTEM © EXISTING GAS METER Q EXISTING WASTEWATER CLEAN OUT --- GAS EXISTING GAS LINE 18"SD----Q EXISTING STORM DRAINAGE SYSTEM � El EXISTING CATCH BASIN co EXISTING PRIVATE AREA DRAIN EX BW i 482.7E EX BW I I I I i I 1' BREAK IN CURB FOR DRAINAGE 10' O.C. EXTRUDED CURB 1' BREAK IN CURB FOR DRAINAGE 10' O.C. EXTRUDED CURB --------482.13r- 1' BREAK IN CURB FOR FL - x - DRAINAGE 10' O.C. I TRANSITION TO I O CURB j I I I I I I M SCALE: 1'"-20' 20' 0 20' 40' NOTES: 1. GRADING ELEVATIONS BASED ON TOPOGRAPHIC INFORMATION PROVIDED BY L.B. OLSON & ASSOCIATES, INC. BENCHMARK SOUTH 41ST AND MAIN STREET ELEVATION 483.79 FT. NVGD 29 STAINLESS STEEL ROD IN MONUMENT CASE. IN SW AT SW COR INTX. 2. ASPHALT PAVING SHALL BE 4" LEVEL 2 HMAC OVER 10" CRUSHED ROCK. 3. CONCRETE SLAB FOR WASH AREA SHALL BE 6" THICK CONCRETE OVER 2" CRUSHED ROCK WITH ONE LAYER OF 4" X 4" STEEL MESH. 'I 4. PROPOSED SIDEWALK TO BE 4" CONCRETE OVER 2" OF CRUSHED ROCK. 5. PROPOSED CURB SHALL BE EXTRUDED ON TOP OF NEW ASPHALT. SEE DETAILS ON SHEET C-2.1. 6. WHEEL STOP TO BE PACED IN LINE OF CURBING FOR PARKING SPACES ADJACENT TO GRASSY SWALE. III i III III I III III III , II I III III III III III E--4 w� E--4 w III N III 0-0W I III 1)2" & (1) 6" SCH 40 III I RIGATION SLEEVES I III III III , II! ' III I III III Miri�mu.m Dcv�cl"s�''rn��) rn # 'r �WC3 r� ^ E ' r v cc wrn N -. 000 cn E �N r—� �o o ® z 0 CL o v V) C ch Ln Prl CN j z ,x za. 0 0 Q) Q) 4 ?k U N 42 s o � co W LO �• ch Ln Prl CN z 0 W LO �• P o z o Q Q r w w w w w " a 5b Q Q u v; a w ch Ln Prl CN z 0 W SHEET C-2.0 of 8 Date Received, JAN 2 6 2016 original SubmittC199TY1 SURFACE AS PER PLANS 3.5" "" 1. 4' X 4' (DING BLUE BACKGROUND PERPENDICULAR SIDEWALK RAMP N.T.S. 4" WHITE PAVEMENT STENCIL WHITE BORDER 3,500 PSI CONCRETE CURB PER PLAN nv „DING PER PLAN SIDEWALK PER PLAN 4" WHITE STRIPE 60 MIN. (96" MIN. FOR VAN 9 ACCESSIBLE LOADING PER ANSI A117.1) NOTE: WHEEL STOP IS TO BE 6" IN WIDTH WHEEL STOP DETAIL N.T.S. TOPSOIL MATERIAL LANDSCAPE AS PER PLANS EXTRUDED CONCRETE CURB CLASS 3000 - 1/2" CONCRETE. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL 6"-►� BEFORE APPLYING EPDXY. SURFACE AS PER PLANS I R11 11 of LI usi 404 ON 1 111111 1IN 11 '! 1111011F.1111 DISABLED PERSON / QI(_AI PPt? PI enl DISABLED PARKING DETAIL N.T.S. NOTE: ADA PARKING SPACES SHALL BE CONSTRUCTED WITH SLOPES IN ALL DIRECTIONS AT 2.00% OR LESS EXTRUDED CONCRETE WHEEL STOP CLASS 3000 - 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND FREE FROM FOREIGN MATERIAL BEFORE APPLYING EPDXY. 0 SURFACE - PER PLAN 2" ROUND —� GALVANIZED POST THREADED ON ONE END 2" GALVANIZED CAP 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL 2" ROUND GALVANIZED POST TREADED ON ONE END 2" GALVANIZED COUPLER SET IN CONCRETE 18" CONCRETE POLE MOUNTED ADA SIGN DETAIL N.T.S. myj L, t- - 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL VAN—ACCESSIBLE SIGN DETAIL N.T.S. min1mv,m -DeVtAoprA * aaAao'cm Cv acyy� 21 w cn n O rn COD Iii 0) i W N .- rp O E to � 0) ® F-1 °O�vo O Z 0 O v CL= cn a cii r"y t � z _corr4 w w Y 0 4 LXLI cii �II��II��Ir�11�11`r��lr��rri f m,4 Z O 0 O s �H � C p: 55' i N r s$ � a '23 W r qi; r E 0 cii i I Z 0 p: 55' i N r W N qi; r 0 r C) z o r Q Q w w w 3 w w � h cii i I Z 0 w SHEET C-2.1 of 8 SAN 2 u'i Original Submittal____._4_yv . LEGEND 11 III 1III 7 1 II III 1 III 111 III II 6" IN=482.66 6" OUT=482.58 4" IN=482.3,j2l 11 1 11 I 4" OUT 482.09 111 I 111 111 III I11 I � 111 III 111 III 11I III 111 111 I C III .111 11 I 111 I III III ASSESSOR'S MAP 17-02-31-41, TAX LOT 405 --X 6" IN=482.97 6" OUT=482.89 . ..... . ........ FILTRATION LT SWALE 1 Em TRA11ON INFILTRATION AREA= 157SF I ION INFILTRAT N AREA= 2T2'60 SF T RAIN GARDEN 1 ------ 6"IN=483.12 f I j 6 OUT=483.0 CB SUMP 3- FL OUT (S)=478.90 (PRESSURE) GRATE=482.13 FL ZAff: 1' 20' 20* 0 20' 40' NOTES: 1. INFILTRATION AREAS SHALL HAVE 24" OF SOIL MEDIA TO PROVIDE POLLUTION CONTROL PRIOR TO ENTERING GROUNDWATER. 2. SEE LANDSCAPE PLANS FOR SPECIFIC PLANTING IN III I blUKMWAItK FACILITIES. 3. ELECTRICAL FOR PUMP TO BE DESIGNED DURING BUILDING PERMIT PROCESS. VIII III ' (IIII III III III I III III �iii� � � iii�,� SD MH #102 w I 6"FL IN (NW)=479.09 III N III 12 -FL IN (E)=477.94 12 -FL OUT (W)=477.84 11I z III RIM ELEV.=482.79 AREA DRAIN (TO BE REMOVED) '\,-6"FL OUT (SE)=481.31 RATE=482.81 5.00' 10.00' F-+ T 10.00' PERVIOUS 7 V" INFILTRATION 'O 6"IN=483.07 -3t� T- 6"OU, —483.00 4" IN=482.22 / — — — — — — — 4" OUT=482.13 RAIN FILTRATION FILTRATION GARDEN #2 111 kIII 111 ill III 111 111 III 111 III AREA DRAIN TO BE REMOVED)_ R F=482.52 3" WEEPHOLE UTLET III TO EXISTING GUTTER 111 I 4" IN =482.50 4" 0IJT=482.45 0000-1 rotnjmWn Datdorm"w- 111 111sw4A*i5 (Kly) 11 I I 111 fw11 I 111 i 11 I 111 ken FOUND MONUMENT PHN EXISTING PHONE LINE Y. BOUNDARY T1 EXISTING PHONE PEDESTAL co Q) ADJACENT PROPERTY LINE OHE— EXISTING OVERHEAD ELECTRIC 0 EXISTING CURB & GUTTER EXISTING POWER POLE EXISTING SIGN EXISTING PUBLIC STREET LIGHT —X—X— EXISTING FENCE EXISTING PRIVATE LIGHTING [W] EXISTING WATER METER EXISTING WASTEWATER SYSTEM EXISTING GAS METER Q EXISTING WASTEWATER CLEAN OUT GAS EXISTING GAS LINE 8"SD-----@ EXISTING STORM DRAINAGE SYSTEM ED EXISTING CATCH BASIN wuj (Z) EXISTING PRIVATE AREA DRAIN 11 III 1III 7 1 II III 1 III 111 III II 6" IN=482.66 6" OUT=482.58 4" IN=482.3,j2l 11 1 11 I 4" OUT 482.09 111 I 111 111 III I11 I � 111 III 111 III 11I III 111 111 I C III .111 11 I 111 I III III ASSESSOR'S MAP 17-02-31-41, TAX LOT 405 --X 6" IN=482.97 6" OUT=482.89 . ..... . ........ FILTRATION LT SWALE 1 Em TRA11ON INFILTRATION AREA= 157SF I ION INFILTRAT N AREA= 2T2'60 SF T RAIN GARDEN 1 ------ 6"IN=483.12 f I j 6 OUT=483.0 CB SUMP 3- FL OUT (S)=478.90 (PRESSURE) GRATE=482.13 FL ZAff: 1' 20' 20* 0 20' 40' NOTES: 1. INFILTRATION AREAS SHALL HAVE 24" OF SOIL MEDIA TO PROVIDE POLLUTION CONTROL PRIOR TO ENTERING GROUNDWATER. 2. SEE LANDSCAPE PLANS FOR SPECIFIC PLANTING IN III I blUKMWAItK FACILITIES. 3. ELECTRICAL FOR PUMP TO BE DESIGNED DURING BUILDING PERMIT PROCESS. VIII III ' (IIII III III III I III III �iii� � � iii�,� SD MH #102 w I 6"FL IN (NW)=479.09 III N III 12 -FL IN (E)=477.94 12 -FL OUT (W)=477.84 11I z III RIM ELEV.=482.79 AREA DRAIN (TO BE REMOVED) '\,-6"FL OUT (SE)=481.31 RATE=482.81 5.00' 10.00' F-+ T 10.00' PERVIOUS 7 V" INFILTRATION 'O 6"IN=483.07 -3t� T- 6"OU, —483.00 4" IN=482.22 / — — — — — — — 4" OUT=482.13 RAIN FILTRATION FILTRATION GARDEN #2 111 kIII 111 ill III 111 111 III 111 III AREA DRAIN TO BE REMOVED)_ R F=482.52 3" WEEPHOLE UTLET III TO EXISTING GUTTER 111 I 4" IN =482.50 4" 0IJT=482.45 0000-1 rotnjmWn Datdorm"w- 111 111sw4A*i5 (Kly) 11 I I 111 fw11 I 111 i 11 I 111 ken I Lo 1 C14 0 Y. z co Q) w LOU 0 I Lo 1 C14 0 z Q) Q0 0 to Y) 0as Q.) O Z 0 wuj uj ram 10 I Lo 1 C14 z 0 to Y) 0as oa O Z 0 wuj uj u 10 a. Y) Z, u I Lo 1 C14 z 0 Y) SHEET C-3-0 of 8 uate Keceivea: BUILDING FOUNDATION I ,r" nrn%nnl tc+ uiR_1% I nuix1v 1. IMPERMEABLE LINER FABRIC SHALL BE PLACED WITHIN 5' OF ALL PROPERTY LINE, AND 10' FROM BUILDING FOUNDATION. rnuilkiv PERVIOUS PAVEMENT DETAIL NTS ?" (1/2"-0") RUSHED ROCK ;LIGHTLY COMPACTED) 16" (1 1/2'-3-) OPEN GRADE ROCK LIGHTLY COMPACTED EXTRUDED BREAK CURB FOR DRAINAGE 10' O.C. O. 1411111 'i \qx 24" SOIL MI 1.00' 1. REFER TO LANDSCAPE PLAN FOR PLANTING DETAILS IN VEGETATED INFILTRATION RAIN GARDEN. IMPERMEABLE 2. IMPERMEABLE LINER FABRIC SHALL BE LINER FABRIC PLACED WITHIN 5' OF ALL PROPERTY LINE, 10' FROM BUILDING FOUNDATION, AND WITHIN LIMITS OF PUBLIC UTILITY EASEMENT. 34.36' INFILTRATION RAIN GARDEN CROSS SECTION N.T.S. CONNECTING TO VEGETATED 4" OUTLET SWC TO WEEPHOLE 4" INLET 1.00' 4" STORM PIPE TO OUTFALL CLASS 50 RIP—RAP INLET/OUTFALL STRUCTURE CONNECTING TO VEGETATED FILTRATION SWALE 28.36' RAIN GARDEN #2 CROSS SECTION NTS veal97c A OUTFALL STRUCTURE STRUCTURE FILTRATION SWALE CROSS SECTION NTS 2" PVC BULKHEAD FITTING 2" TO 3" PVC ENLARGEMENT .---\ COUPLING FITTING 3" PVC PRESSURE LINE TO EX. GUTTER WATERPROOF BOX FOR — ELECTRICAL CONDUIT 2" PVC UNION LIBERTY PUMPS LE40 SERIES j HP SUBMERSIBLE SEWAGE PUMP W/2" DISCHARGE OR EQUIVALENT BIKE PROOF, HEAVY DUTY TRAFFIC GRATE TO SUPPORT AASHTO H25 LOADS 12" MIN 24" SQUARE 10 GA. STEEL CATCH BASIN WITH 24" SUMP. ASPHALT COATED INSIDE AND OUT. 24° PROVIDE SMOOTH LEVEL COMPACTED CRUSHED ROCK FOR BASE OF CATCH BASIN STRUCTURE CATCH BASIN W f PUMP DETAIL NTS BOUNDARY LINE R 0 Wf S w� LINER FABRIC VEGETATED FILTRATION SWALE CROSS SECTION WITH EXTRUDED CURB N.T.S. BOUNDARY LINE 1 TO LANDSCAPE PLAN FOR PLANTING VEGETATED INFILTRATION RAIN ABLE LINER FABRIC SHALL BE 'HIN 5' OF ALL PROPERTY LINE, 10' "WIWI �.,,�JING FOUNDATION, AND WITHIN LIMITS OF PUBLIC UTILITY EASEMENT. OUTFALL STRUCTURE LINER FABRIC VEGETATED FILTRATION SWALE CROSS SECTION WITH WHEEL STOPS N.T.S. TO LANDSCAPE PLAN FOR PLANTING VEGETATED INFILTRATION RAIN 2. IMPERMEABLE LINER FABRIC SHALL BE PLACED WITHIN 5' OF ALL PROPERTY LINE, 10' FROM BUILDING FOUNDATION, AND WITHIN LIMITS OF PUBLIC UTILITY EASEMENT. � to E 1 d' o rn o COD F� W a' N O J^ �Uj ire 0 r c a Fr U o Q) n�io M C-5LiJ AZ O two (n C � o � to 1 S'Ic� z O 0 Fr U � to O z O 0 U Q) two � o C�z r O Q. o;��Q U) 141 Q) w U W �Fa � 'moi • � v1 �P-4 SHEET C-3.1 of 8 Dale Received. JAN 2 6 2M6 Original Submittal _ w.�—_. to z 0 Lo f r two C�z r O Q. o;��Q U) 141 w U SHEET C-3.1 of 8 Dale Received. JAN 2 6 2M6 Original Submittal _ w.�—_. to z 0 W SHEET C-3.1 of 8 Dale Received. JAN 2 6 2M6 Original Submittal _ w.�—_. LEGEND x X — GAS FOUND MONUMENT PHN— EXISTING PHONE LINE BOUNDARY ® EXISTING PHONE PEDESTAL ADJACENT PROPERTY LINE OHE EXISTING OVERHEAD ELECTRIC EXISTING CURB & GUTTER EXISTING POWER POLE EXISTING SIGN EXISTING PUBLIC STREET LIGHT EXISTING FENCE- EXISTING PRIVATE LIGHTING EXISTING WATER METER —$"WW--Zww EXISTING WASTEWATER SYSTEM EXISTING GAS METER Q EXISTING WASTEWATER CLEAN OUT EXISTING GAS LINE 18"SD— ST EXISTING STORM DRAINAGE SYSTEM 0 El EXISTING CATCH BASIN }F' EXISTING PRIVATE AREA DRAIN 11 I w 11 I I li l li I i lli 11 I I ilI 11 l 11 I ll I 11 I ill Il I it I I� I ASSESSOR'S MAP 17-02-31-41, TAX LOT 405 -E=3P 24"FL IN (E)=469.8± 6"FL IN (NW)=476.56 6 -FL IN (NE)=476.51 8 -FL IN (N)=476.15 8 -FL OUT (S)=476.12 RIM ELEV.=483.54 SCALE- 1"20' NOTES: 1. EXISTING WASTEWATER LINE TO BE POTHOLED DURING CONSTRUCTION TO VERIFY DEPTH. ENGINEER SHALL BE NOTIFIED TO VERIFY DEPTH OF NEW PIPE CONNECTION PROPOSED. 2. DETAILED ELECTRICAL PLANS TO BE PREPARED PRIOR TO BUILDING PERMIT SUBMITTAL. 3. PARKING LIGHTS SHALL BE FULL CUT OFF FIXTURES TO PREVENT LIGHT TRESPASS ON ADJACENT PROPERTIES. 4. SIZE OF FIRE LINE TO BE DETERMINED BY FIRE SPRINKLER DESIGNER AT THE TIME OF BUILDING PERMIT. 5. TRUCK WASH AREA SHOWN WILL BE COVERED TO HYDRAULICALLY ISOLATE AREA DRAINS ROUTED TO THE WASTEWATER SYSTEM. 6. PARKING LIGHT TO BE MOUNTED AT 20' ABOVE AVING SURFACE. 1 II i �Il ill l 11 I l ll III I Ill 3 Ill I it w � Ili E � Ill � N I it III � �� ► ' 6"FL IN I (NE)=47.53 l Il I l8"F� RT (E)=473 53 8"FL OLI T(W)=4 3.23 Iii I I RIM EL .=482.9 I it 11 INSTALL HEATED ENCLOSURE l 11 I 11 OVER DOUBLE DETECTOR CHECK I l FOR FIRE LINE.SIZE TO BE Ill DETERMINE AFTER FIRE 111 SPRINKLER DESIGN IS COMPLETE. 111 Il I (SEE DETAIL SHEET C-4.1) ill I I II Ill 111 Ili F�i I -e GoPy III I �ypi��—otx�o� s b co to uj •� foo C M o v cn E U1 cv !Ei : 00 CD Z o CL a s i SI�r co A 0 s i z 0 N O ` i nti w :° � 0 N i.. O w .- z IN C O a o � w Y W w a �t<3 t w Q Q U a w w is t l i� s i z 0 ` i :° 0 N O w .- z o a o � w W w a w Q Q U a w w SHEET C-4.0 of 8 i z 0 w SHEET C-4.0 of 8 CLEAMT (PSIZE) USE SIZ E T AS . ✓� ------------- kltlWRl F1tU s . W V1 96c! .. L+93i Vi 47.E .dti lY'L7t`tSbi�ik STA.§rGATO ti.t ON - 114111 U# N( SUBMITTAL DATA SHEET (888)345-6675 AfOUS11111A Fax.(5Qij79i-18171 Web; equashieldenctasures.com Email:. BFPI-S SERIES BFP2-S SERIES ENCLOSURE FEATURES * Easy Access + Removable Top and From Panel • Lockable for Vandal Protection. • FreezE t'rotecti n ON) ) ASSE tt160-1'996(Class 1,li,,111) ASSE 1960.21006 (Clan 11,111) • No subassembiv required Oversized Drains at Enclosure Grade + StnrcturallyRigid insulation • Simple Installation • Mounting Harrhme Iniciuded STtUNMARDS & COMS ASSF 10611 • AS3IM B209 • OSI"A1910 Product Materials .050 mill finished marine grade ahaminim Pot}isocy:nturateinudation 1,5"thick (19.08 -value) 'i`ho back -(low enclosure shall be ASST ,1060--1996 (C'h s-iji. f CI) Asia 1 t}6tt-3(06 (Glass 11,111) cettified and shall provide 1rCe7E and vandal-prMEctionfor backilowpTuNenters installed outside andabovie,.ground. R-Iaicrinls-Shalt be(.n)5tls18.ga.)Sill'fan-: fished aluminum bondod to aunicellular; non-xvicking polisocyanu ate roam axe insulation. Insulation shall be 1.S' thick (Rio) and have a hrat_ blaek rc�inI6rc�I fiber each side. Drain -hall be insulabed and sitecl to accommodate maximum discharge ofthc traok,flow pre ester vatvc and remain closed except during discharge of the backilow valve The enclosure shall have full ace, .for testing and servicing of thobackfl©w preventer tn-ith strati tally placed lockable necess panels, Enclesure'shall IV anchored to a concrete pad yit}tin the enclosure urith mascaary anchors. Heat wham required (ASSE IW -1136 Class 1) shall boa 12OV11P st tf regulating heat cable. Brat cable shall be UL or Eft listed and sired to naaintaia freeze protection of the b olalow• preventer with an outside temperature of-30'F.Heater shall have a rialereci"ptiacle ping for easy= power connection, pmver source shall be, a ground fault intcrupter receptacle supplied and installed by others. Ftectriical power source shall I>-- installed in accordance --with M state and local code's. 1.6 MODEL ENCLOSURE INSIDE OUTSIDE CONCRETE PAD SHIPPING' NUMBER DESCRIPTION DIMENSIONS DIMENSIONS DIMENSIONS WEIGHT ;BFl?i VW/STRA1!!ItP N:k ,r 1A'W &H 33°1 13"Vet N'H 46"L -25'Wr '67 454 BFP2-S T W/STRAINER A31 I VW 28.H 46''L 1TW 30"H 58"L 29W 6"T 65# -4 u, I =I-- IOTE 9 N+ BEARING AREA OF THRUST BLOCKS IN SQ. FT. FITTING SIZE TEE, WYE AND HYDRANT STRADDLE BLOCK 90• BEND PLUGGED CROSS TEE PLUGGED ON RUN 45• BEND 22 �� BEND 11Y4 BEND 4 1.3 1.6 1.8 1.0 8 4.0 6 2.8 3.7 4.0 2.2 1.1 12 8 5.0 6.5 7.1 3.8 2.0 1.0 10 7.9 10.2 11.1 6.0 3.1 1.5 12 11.3 14.7 16.0 8.7 4.4 2.2 16 20.1 26.1 28.4 15.4 7.8 3.9 20 31.4 40.8 44.4 24.0 12.3 6.2 24 45.2 58.8 64.0 34.6 1 17.7 8.9 VALUES BASED ON 200 PSI WATER PRESSURE & 2,000 PSF SOIL BEARING CAPACITY. TABLE No. 1 HORIZONTAL BLOCKING THRUST BLOCK VOLUMES IN CU. YDS. FITTING SIZE 45• BEND 22 �• BEND 11 y4 BEND 4 1.1 0.4 0.2 6 2.7 1.0 0.4 8 4.0 1.5 0.6 10 6.0 2.3 0.9 12 8.5 3.2 1.3 14 11.5 4.3 1.8 16 14.8 5.6 2.3 TABLE No. 2 VERTICAL BLOCKING FITTING SIZE ROD SIZE EMBEDMENT 12" & LESS #6 30" 14" - 16" #8 36" TABLE No. 3 REINFORCING DETECTOR DOUBLE CHECK ASSEMBLY 'r)- 1 /2" - 10", ABOVE GROUND NOT TO SCALE a= SUB standard for remote register (provided by contractor). = APPROVED DETECTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPLIED SHUTOFF VALVES. HORIZONTAL TEE VERTICAL TEE Sam BLOCK DETAILS NTS HORIZONTAL CROSS VERTICAL CROSS HORIZONTAL WYE NOTES: 1. Detector double check vault or enclosure shall be installed at point of service, or in an alternate location approved by EWER or SUB for their respective service area, but no more than 10 feet from point of service. 2. Detector double check assembly may be installed vertically, provided that the assembly: a) is internally spring loaded (not weighted checks) b) is 4" or smaller c) is recommended by the manufacturer fro vertical installations d) has the normal flow upward 3. All clearances apply to outside and in -building installations. 4. Insulation - freeze protection to be installed and/or heat source to keep enclosure at a minimum temperature of 40'f (NEPA 13-4-5.4.1). 5. Bore-sigthed drain to daylight. 6. Compacted gravel or undisturbed base. 7. a door or other access shall be provided. 8. All assemblies 2-Y2" and larger shall have flange supports. 9. All structures to comply with local codes. 10. Fre department pumper connection per local fire code. SUB - Neptune Meter or Badger Meter, cubic foot register with remote register. ��/itY11 MU,VYI �� � C JtlD a n M o T�U W O N ?y • W p r7 0 E cy !Ei o ,C..I mi o oCO MZ w® O U K< Nm qrZ roG�� W Cn 1 Z O o ca CD a a Z D D x f r�i w w o ¢ d y d 0 Cn 1 Z O W x Date Received: JA 2016 original Sublrriif'tal._..,,. gV? SHEET C-4.1 of 8 (N) OVERHEAD DO, K3 "i' '''-"1ENT BOARD SIDING OF SYSTEM ERHEAD DOORS U NORTH ELEVATION 1/8' - 1' - 0' SOUTH ELEVATION t�8' • t' - r�' NON-COMBUSTIBLE STEEL CANOPY COVERING FUEL 4 WASH AREA, TRASH ENCLOSURE, FUEL TANK 4 GENERATOR CMU WALLS GENERATOR 6000 GAL FUEL TANK BOLLARD, TYP. AS REQ'D 5 FUEL CANOPY ELEVATI (N) GARAGE DOOR 2 EAST ELEVATION POWER ENTRANCE TO BUILDING. ONE METER WILL BE REMOVED AS PART OF THE PROJECT I E6T ELEVATION FUEL/WASH BAY (N) SIDING I. -- 'r7 7yPlI (p' boon -1 s �t"s (MCC*) r f t 860 WEST PARK, SUITE 300 EUGENE, OREGON 97401 (541) 344-9157 P R O J E C T T I ...... .. __.._ z O ._._...._ .. __._ ._..... _.__. ....... _ ... _._.. w O / / FUEL/WASH BAY (N) SIDING I. -- 'r7 7yPlI (p' boon -1 s �t"s (MCC*) r f t 860 WEST PARK, SUITE 300 EUGENE, OREGON 97401 (541) 344-9157 P R O J E C T T I T L E z O w O J w H t9 z ry w w ry I— z Q �t M O U Q r0 L!— t- z w U O 0 z O cn �-_ z O U a Q [� Q r"V W � z I— z J Q °- R E V I S I O N a 8YM DATE FROJEGTNo 15i�1 DATE 25 NOV 2015 DR4jjm TITLE ELEVATIONS DRAWING NISMB>=R 31m0l F_ W W r"L// .. 1- U) PLANT SCHEDULE x ADJUST PLANT LAYOUT IN FIELD AS i x /-REQUIRED BY CURB INLET AND SPLASH PAD LOCATIONS x • LX -X -X -X -X -X -X -X -X -X X -X `X -X-x X X X -X Xx-n O ' ° 4 COSK 8 COSK 5 SPD 5 COSK 5 COSK 5 SPD 5 COSK 5 COSK .a� • � 5 COSI a - -•- - - 7 {• - - _ •� �• - � 3 SPD 5 COSK 1 FRL 1 FRL 1 FRL 2 COSILAI CAO CAO ADJACENT BUILDING � SWALE 1 PLMV • l'lovi j KEY j QTY. I BOTANICAL NAME: ICOMMONNAME I MIN. SIZE I COMMENTS TREES LAI 1 Lagertroemia indica Crape Myrtle 6' ht. (3) stem min., B&B, matching, full SHRUBS EUAC 3 Euonymus alata'CompacW Compact Burning Bush 5 gal. matching, full NDF 15 Nandina domestica 'Fire Power Fire Power Nandina 3 gal. matching, full SPGM 8 Spiraea japonica'Goldmound' Goidmound Spiraea 3 gal. matching, full VID 10 Viburnum davidii David Viburnum 3 gal. matching, full GROUNDCOVERS, GRASSES AND PERENNIALS PEA 11 Pennisetum alopercuroides'Hameln' Hameln Fountain Grass 1 gaL matching, full PLMV 20 Prunus laurocerasus'Mount Vernon' Mount Vernon Laurel 1 gal. matching, full, 30" o.c. RFG 37 Rudbeckia fulgida'Goldstunn' Goldsturm Black -Eyed Susan 1 gaL matching, full RUC 24" o.c. Rubus calyclnoides Creeping Raspberry 4" pots matching, full STORMWATER PLANT SCHEDULE I KEY JQTY. I BOTANICAL NAME: ICOMMONNAME ( MIN. SIZE I COMMENTS SPD SWALE 1 (704 SF) TREES - 3 REQUIRED FRL 13 1 Fraxinus latifolia Oregon Ash 1.5" cal. Matching, full LARGE SHRUBS -14 REQUIRED COSI 7 Cornus sertcea 9santi' Isantl Red -Osier Dogwood 3 gal. matching, full 12" O.C. SPD 10 Spiraea douglasii Western spiraea - 3 gal. � 41.5" SMALL SHRUBS - 46 REQUIRED COSK 32 Comus sericea'Kelseyi' Dwarf Redtwig Dogwood 1 gaL matching, full HERBACEOUS PLANTS CAO 12" o.c. Carex obnupta Slough Sedge 4" pot matching, full SWALE 2 (204 SF) TREES -1 REQUIRED ALR 1 Ainus rhombiifolia White Aider 1.5" cal. Matching, full LARGE SHRUBS - 4 REQUIRED SPD 6 Spiraea dougiasii Western spiraea 3 gal. matching, full SMALL SHRUBS - 8 REQUIRED COSK 10 Comus sericea'Kelseyi' Dwarf Redtwig Dogwood 1 gal. matching, full HERBACEOUS PLANTS CAO 12" o.c. Carex obnupta Slough Sedge 4" pot matching, full RAIN GARDEN 1 (360 SF) TREES -1 REQUIRED ALR 1 Ainus rhombiifolia White Alder 1.5" cal. Matching, full LARGE SHRUBS - 7 REQUIRED 11 COSK RAIN GARDEN 1 SMALL SHRUBS -14 REQUIRED COSK 15 Comus sedcea'Kelseyi' Dwarf Redtwtg Dogwood 1 gal. matching, full HERBACEOUS PLANTS CAO 12" o.c. Carex obnupta Slough Sedge 4" pot matching, full SWALE 3 (370 SF) TREES - 3 REQUIRED FRL 2 Fraxinus iatifoiia Oregon Ash 1.5" cal Matching, full LARGE SHRUBS - 7 REQUIRED .. .. SMALL SHRUBS -15 REQUIRED COSK 19 Comus sericea'Kelseyi' Dwarf Redtwtg Dogwood 1 gal. matching, full matching, HERBACEOUS PLANTS CAO 12" o.c. Carex obnupta Slough Sedge 4" pot matching, full SWALE 4 (435 SF) TREES - 2 REQUIRED FRL 2 Fraxinus latifolta Oregon Ash 1.5" cal. Matching, full LARGE SHRUBS - 8 REQUIRED 2 COSH � ( I SMALL SHRUBS -17 REQUIRED COSK 19 Comus sericea 'Kelseyi' Dwarf RedtMg Dogwood 1 gal. matching, full HERBACEOUS PLANTS CAO 12" o.c. Carex obnupta Slough Sedge 4" pot matching, full RAIN GARDEN 2 (566 SF) TREES - 2 REQUIRED ALR 2 Ainus rhomblifolia White Alder 1.5" cal. Matching, full LARGE SHRUBS -11 REQUIRED COSI 3 Comus sericea'Isanti' Isanti Red -Osier Dogwood 3 gal. matching, full SPD 5 _Spiraea douglasii Western spiraea 3 gal. full COSI 3 Comus sericea'Isanti' Isanti Red -Osier Dogwood 3 gal. matching, full SPD 5 _Spiraea douglasii Western spiraea 3 gal. matching, full COSI 4 Comus sericea 'isanti' isanti Red -Osier Dogwood 3 gat. matching, full SPD 4 Spiraea douglasii Western spiraea 3 gal. � matching, full COSI 3 Comus sericea'Isanti' Isantf Red -Osier Dogwood 3 gal. full SPD 5 Spiraea douglasii Western spiraea 3 gal.matching, full COSI 5 Comus sericea'Isanti' Isanti Red -Oster Dogwood 3 gaL matching, full SPD 6 Spiraea douglasii Western spiraea 3 gal. matching, full SMALL SHRUBS - 22 REQUIRED COSK 25 Comus se cea'Keiseyi' Dwarf Redtwig Dogwood 1 gaL matching, full HERBACEOUS PLANTS CAO 12" o.c. Carex obnupta Slough Sedge 4" pot matching, full 704 SF ' 1 ALR I� CAO Ron 204 SF 5 COSK I I 6 COSK s mo -oma 3" O.G. • o � v � yew a 1 ALR 5.2" C) 20.8" 9" D.G. 5 COSK 30" O.G. 4 COS 12" O.C. 10.4" 36" D.G. 30.0" 15" O.G. 13.0" � 41.5" ROCKS LASH PA -SEE I I 6 COSK s mo -oma 3" O.G. 2.6" � yew r' -X 1 ALR 5.2" 24" O.G. 20.8" 9" D.G. 5 COSK 30" O.G. 4 COS 12" O.C. 10.4" 36" D.G. 30.0" 15" O.G. 13.0" � 41.5" ROCKS LASH PA -SEE ENGINEER'S DETAILS 8 SK 6 COSK SPD CAO CAO 11 COSK RAIN GARDEN 1 360 SF � .. .. 2 I OSI 2 COSK 5 COSI I" CAO 4 SPD x CAO 1 FRL 2 COSH � ( I SWALE 3 EASEMENT I I i 1 � APPROX 370 SF ( MULCH TAPERS TO 1" AT 51DEWALK 1� LL -,qv-, FINISHED GRADE PLANTING 501E (SEE 5i'EGIFIGATlON5 FOR DEPTH) NOTE: SEE GRADING PLAN FOR PLANT BED 501E LEVELS. PLANT SED EDGE AT PAVEMENT SECTION SCALE: 1" = 1' " C ADJACENT BUILDING - OR E176E OF PLANT BFJ:7 d h SPACING "D" ROW "A" o s mo -oma 3" O.G. 2.6" � yew o • SPECIFIED • SPACING "D" ROW "A" SPACING "D" ROW "A" 3" O.G. 2.6" 18" D.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.8" 9" D.G. i.8" 30" O.G. 26.0" 12" O.C. 10.4" 36" D.G. 30.0" 15" O.G. 13.0" 48" O.G. 41.5" 2 6R0UNI7GOYER 5i'AGING DIAGRAM FLAN GUY WIRE STAKES A5 SPECIFIED -EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WAd..K OR CURB PLANTING 501E SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY)MM NOTE MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FAGS NORTH WHEN PLANTING. TREE PLANTING AT PARKING AREASCAREX (CAO) SECTION SCALE: 1/2" = 1'-0" NTS PLANTING LEGEND t r � \�II���I►il�s��ji� PL� �\ 11 PEA 17 RFG �13 COSK 6 COSK 1Z ALR \ . 1 FRL 3 SPD \- '�1 FRL 8 COSI 55 C� 6 SPD SWALE 4 XISTING FENCE TO REMAIN RAIN GARDEN 2 - APPROX 435 SF (SLATTED CHAIN LINK) 566 SF • PROPOSED TREES + EXISTING TREE SHRUBS GROUNDCOVER PERENNIALS AND GRASSES a IT LANDSCAPE SPECIFICATIONS 279 I RE HYDRANT =P VAULT , WATER METE POLE SIGN 15 NDF e Street Suite 305 P R O D ECT T I T L E Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. B. INSPECTIONS 1. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF ALL REQUIRED INSPECTIONS. 2. LAYOUT REVIEW: PRIOR TO INSTALLATION, PLACE PLANT MATERIAL PER PLAN. LAYOUT TO BE REVIEWED BY LANDSCAPE ARCH ECT PRIOR TO INSTALLATION. 3. SUBSTANTIAL COMPLETION REVIEW: TO OCCUR AT COMPLETION OF PLANTING. LANDSCAPE ARCHITECT WILL REVIEW ALL WORK OF THIS SECTION. 4. FINAL COMPLETION: TO OCCUR AFTER ALL LANDSCAPE PUNCHLIST ITEMS ARE CORRECTED. C. PRODUCTS 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE SWALES AND RAIN GARDENS SHALL BE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, .NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN THE CONSTRUCTED MEDIUM MUST BEA MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. PROVIDE (2) ONE GALLON SAMPLES OF SOIL TO BOTH THE PROJECT ENGINEER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. SOIL AMENDMENTS a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. B. ORGANIC MATERIAL: 'GARDEN COMPOST' AVAILABLE FROM REXIUS OR LANE FOREST PRODUCTS. 4. MULCH: SHREDDED FIR BARK 5/8" -114" DIAMETER. 5. PLANTING TABLETS: SCOTT'S RGRIFORM FERTILIZER TABLETS. 6. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 7. ACCESSORIES a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2"X 2"MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL. b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. D. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. VEGETATED SWALES 1. PLACE 24" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT SWALES AND RAIN GARDENS. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT SWALES OR RAIN GARDENS. COMPACTION 1. PLACE SOIL IN LAYERS NOT MORE THAN 8" DEPTH. COMPACT EACH LAYER AT 85 PERCENT. E. PLANTING 1. SET PLANTS VERTICAL 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. G. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3"WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO VAT PAVING EDGES. MULCH SWALE BOTTOM WITH 2" DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES WITH 3" DEPTH FIR BARK MULCH. I. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. J. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. IRRIGATION SYSTEM DESCRIPTION 860 WEST PARK, SUITE 340 EUGENE, OREGON 97401 (541)344-9157 Y S D O U C H E RTY r'' David J. Dougherty C~ LANDSCAPE � OREGON � ARCHITECTS 4 ���' AE Ag 474 Willamett 1. AN AUTOMATICALLY CONTROLLED UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDEDFOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 3 HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES CREVISIONS SYM DATE PROJECT t4D. 15-I1I DATE 1 DEC 2015 �, f�C� ��� DRAtUMCx 717LE ���r�� ��a �31'}�t• SITE PLAN LANDSCAPE PLAN 0 4 8 16 32 SCALE: 1116" = 1'-0"