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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/23/2016TITLE SHEET date 12-16-2016 file 1576 G001 d.b. CT Revision Summary Revision Revision Number Hate Z [� O O W O O Z :5 -j <t �w O w . I -�O � � w o cn W cooi— o z Q W CL 0 w �= w CO Z F TL: 17-03-35-41-4800 TITLE SHEET date 12-16-2016 file 1576 G001 d.b. CT • .>>.�101� f ..IOIr.O�I- I�F�M ♦ O�I•glOas. ♦ • O�Y� PROPERTY t TAX LOT # 4900 TAX LOT # 4900 LINES TO REMAIN SHARED ♦ TRASH .._ ENCLOSURE r ( TO REMAIN ' (E) 't PROPERTY , LINE TO BE REMOVED ! WITH LOT i CONSOLIDATION _ fi + PROPERTY LINE TO REMAIN -r— DEMOLITION4 ""'•� OF (E) BUILDINGS IAGRAM Scale: 1/32" =1' - COMMON OUTDOOR SPACE: OPEN SPACE REQUIRED (10%): 2,256 SQ FT PATIO / LANDSCAPE: 709 SF COMMUNITY ROOM: 678 SF SETBACK AREAS: 2,695 SF TOTAL: 3,982 SF IMPERVIOUS & PERVIOUS AREA SUMMARY SF PERCENTAGE LANDSCAPE 4,926 22% BUILDING 7,473 33% PARKING & DRIVE 9,227 41% SIDEWALK & PATIO 934 4% SITE 22,560 100% TAX LOT # 260 TAX LOT # 2700 i PROPERTY LINE TO BE REMOVED WITH LOT CONSOLIDATION 1 (N)1Z POLE LIGHT, TYP (N) V-0" FENCE GATE (E) V-0" FENCE - AND VEGETATION TO REMAIN PROPOSED PUBLIC -�-... UTILITY EASEMENT • . (E) TREE --� REMOVE (E) TREE PROPOSED ---� SETBACK (E) DRIVEWAY TO BE,REMOVED NEW CURB, GUTTER, SIDEWALK, AND LANDSCAPE„ TO BE PROVIDED / ABOVE GRADE VAULT FOR BACK REVENTER FOR FIRE SITE PLAN ' TAX LOT # 2800 ---.-�€� TKtt TU KEMAIN (E) PLANT STRIP (E) DRIVEWAY TO REMAIN L1J TAX LOT # 2900 TAX LOT # 3000 (E) TREE TO REMAIN (E) LANDSCAPE TO REMAIN /— (E) TRANSFORMER 71 TAX LOT # 3100 SERVES ALL ALLEY PROPERTY PROPERTIES LINE MAIN STREET ! yP COP 93 l 5i�c Plow 2eview t�a�a cvm.+n �O9 a of to Original Submittal,_ Scale: I I P+ M� W O yeft W O �YO� r + zC" 0 a M SITE PLAN date file 1576 A001 d.b. CT Revision Summary Revision Revision Number Date ® 0 0 z ° Q O a� W ° w C m O U U3 ^/� W LAW ti o Z Q LI W CO I - ..t.. W Z TL: 17-03-35-41-4800 SITE PLAN date file 1576 A001 d.b. CT 76'-0" 2ND - 4TH FLOORS rff-Wl3iffflY 00 { a c - 1 ST FLOOR 1/811 1' -OIL 74' - 0" CHAIN LINK BIKE STORAGE ENCLOSURES FOR EACH UNIT TO BE SECURED BY RESIDENT PROVIDED LOCK DEC 23 2016 1 0 -11] . •><,! r���OF a's6e BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE. REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. 12-16-2016 00 e!� 00 1576 d.b. Revision Schedule Revision Revision z Number Date a O cry r���OF a's6e BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE. REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. FLOOR PLANS date 12-16-2016 file 1576 d.b. Revision Schedule Revision Revision Number Date z ® O O U Z Q 0 z < 0 Lu o W wQ ...J co D U (!� `� W (0 W ry i.L.. i' � z Q w � it U LLJ z z U F= G7 FLOOR PLANS date 12-16-2016 file 1576 d.b. CT ELEVATIONS KEY 1. FIBER CEMENT LAP SIDING (6" EXPOSURE) 2. FIBER CEMENT LAP SIDING (10-314" EXPOSURE) 3. FIBER CEMENT PANEL SIDING & BATTEN 4. WINDOW WITH GRILLE 5. BELLY BAND 6. FIXED WINDOW 7. CASEMENT WINDOW S. FIXED OVER AWNING WINDOW 9. BUILDING MOUNTED LIGHT 10. AWNING TOP OF STAIRS ROOF 50'-0" TOP O 46' - 0" DIAGRAM- FACADE & WINDOWS AT STREET VIEW 119 6" = 9'-0" TOTAL GLAZING AREA: 497 SF TOTAL FACADE AREA: 3,345 SF WINDOW/ FACADE RATIO: .15% rh 4TH Ft qU-301 2ND Fl 10'-V" rh 9 ST FL 0F - & NORTH ELEVATION 118" = 1'-0" TOP OF STAIRS _ ROOF 50` - 0" rh TOP OF P/ 46'-0" rh TOP OF R( 40-0" — 4TH FLOOD qU 30`-0" rh 3RD FLOG qU 20'-0" 1 2ND FLOO' 10`-0" E 1 ST FLOOI 0' -Oil 3 1 3 SOUTH ELEVATION 1/811 =1 1-0" 1 4 9 5 1c 2 6 w iuw °�uuu WEST ELEVATION 118" = 1'-0" rinc rvQR ACCESS PANEL EAST ELEVATION 1/811 = 1 r -ort 1 7 6 9 6 SERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BYATHIRD PARTY. THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. 12-16-2016 file 1576 d.b. c� 00 Revision Revision Number Date 0 W ■ 1i SERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BYATHIRD PARTY. THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. BUILDING ELEVATIONS date 12-16-2016 file 1576 d.b. Revision Schedule Revision Revision Number Date z O Q v z Q 0 z:5 W W c u.j F-0 v ¢� v � W z W C 01 G Uj z LLJ U) Date Received DEC 2 3 2015 BUILDING ELEVATIONS date 12-16-2016 file 1576 d.b. CT 1 " . 17 03 35 41 TL 2700 17 03 35 41 TL 2600 3 EX. 3.0' r $s ------VALLEY 17 03 35 41 TL 5000 17 03 35 41 TL 2800 17 03 35 41 TL 2900 Fx'.:- ;"�— $'`pig— ORVfVY , . ; . ORNAMENTAL EX. AREA OR 136.80 c , ,r RIM 459.6 io 42 MAPLE c EX S10EfYALK TO REMAIN o a° 8" MAPLE 'STA! _ SIDEWALK. •-'�'-. 310' �„-!. Q1 . � it0 CUR$ CUT "_ ---� -- 1 . -ta. 6E RfM(11rE01 12.w EX C8. NO. 2 m RIM = 459.56 EX MAIL BOX TO REMAIN `"""'^' • - EX STM MH RM = 4.60.34 °- �" `21. STM• v 17 03 35 41 TL 3000 17 03 35 41 TL 3100 17 03 35 41. TL 3200 17 03 35 41 TL 4500 SCALE 1" - 20' 0 10 20 40 n 5.0 FOOT PRIVATE SANITARY SEWER EASEMENT RECORDED MAY 19, 2010 INST. NO. 2010-023811 LANE COUNTY OREGON OFFICIAL RECORDS (� VARIABLE WIDTH ACCESS AND UTILITY EASEMENT RECORDED MAY 19, 2010 INST. NO. 2010-023812 LANE COUNTY OREGON OFFICIAL RECORDS Id 7.0 FOOT ELECTRIC UTILITY EASEMENT RECORDED MAY 19, 2010 INST. NO. 2010-023808 LANE COUNTY OREGON OFFICIAL RECORDS II 7.0 FOOT WATER UTILITY EASEMENT RECORDED MAY 19, 2010 INST. NO. 2010-023809 LANE COUNTY OREGON OFFICIAL RECORDS 1. THE SITE IS SITUATED WHOLLY WITHIN THE CITY LIMITS OF SPRINGFIELD AND IS LOCATED ENTIRELY WITHIN A 99 YEAR TIME OF TRAVEL WELLHEAD PROTECTION ZONE. EX STM MH NO.2 C _� --_ "_� ----.... '.'4 ` ' """`. • -21- STM- .- H RIM = 460.33 ""---- . �----..,_�=__.___•• � . '�-- • --._.....2P STM - .� ,„ g • . —21' STM ---STM. 14 - STM . . STM----- • STM--- • STM. • .—moi_ • - 2W - ..._ OH OH P.POLE NO. 78001 P.POLE N0. $3005 o TRANSFORMER KPOLE NO. 97068 WITH STREET LIGHT WITH POWER DROP TO UNDERGROUND VAULT SPRINGFIELD HIGH SCHOOL � ST ® WILLAMALANE O McKENZIE PARK WILLAMETTE T. ® HOSP. SCHOOL F ST SAINT F ST (� 'ALICE 2=- C ST B ST Vicinity Map No Scale Legend a Sr -a- TRAFFIC CONTROL STREET SIGN Q FIRE HYDRANT m WATER VALVE ST STORM WATER MANHOLE SS SANITARY SEWER MANHOLE el TELECOMMUNICATION VAULT ACCESS MANHOLE CATCH BASIN 0 CLEAN-OUT 0 JUNCTION BOX ED TELECOMMUNICATIONS ACCESS CABINET ® WATER METER F1 R_ _R1 IRRIGATION CONTROL VALVE © NATURAL GAS METER 0 NATURAL GAS VALVE YARD LIGHT --� POWER POLE WILIGHT CARRYING OVERHEAD POWER $ POWER POLE. CARRYING OVERHEAD POWER 5 HANDICAP PARKING SPACE --�P- DENOTES LINE NOT DRAWN TO SCALE N.T.S. DENOTES DIMENSION NOT SHOWN TO SCALE -x -x x CHAIN LINK FENCE - a a E1 BOARD FENCE ---- -OH-- • • --- OVERHEAD UTILITIES G NATURAL GAS MAIN W WATER MAIN STM STORMWATER PIPE EX. SS SANITARY SEWER PIPE CONCRETE PAVED SURFACE e • a DECIDUOUS TREE CONIFEROUS TREE Date Received DEC 2 3 2016 Original Submittal „WA ENGINEERING SURVEYING INC. R M UM Imo. 03 04U REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 13. 1984 JONATHAN A. OAKES 2105 EXPIRES: DECEMBER 31. 2016 DATE DEC. 16 2016 FILE NO.4038-2016EXCOND.GXD DWN BY. JAO REVISIONS 2 3 4 5 0 0 0 QUl Z r► o o w = O o Oiui 1- Q o m LU v� _/�� Q c Z rr VJ W J E,,,,0 LL2 H OCLCo_ LU = U CW3 / Cl COLU r W ? O ti, 0 2 Z TTW ..A � N a. 2 #E W CL N � C0 ® CO W co co EXISTING CONDITIONS DATE DEC. 16 2016 FILE NO.4038-2016EXCOND.GXD DWN BY. JAO Legend ' ROAD SIGN -----EX W----- EXISTING WATER MAIN ® EXISTING WATER METER DW PROPOSED DOMESTIC WATER MAIN ® EXISTING WATER VALVE FW PROPOSED FIRE WATER MAIN PROPOSED SERVICE LINE TO EXISTING FIRE HYDRANT FIRE DEPT. CONNECTION (FDC) -!- POWER POLE G EXISTING NATURAL GAS NG PROPOSED NATURAL .GAS SERVICE © JUNCTION BOX :CH EXISTING OVERHEAD UTILITIES • EXISTING YARD LIGHT Ili UGP - EXISTING UNDERGROUND POWER/TELECOMM. . POWER POLE WITH STREET LIGHT FUT. UG''-' FUTURE UNDERGROUND POWER/TELECOMM. EX STM EXISTING STORM SEWER 17 03 35 41 Tel TELEPHONE MANHOE 17 03 35 41 17 03 35 41 TL 3200 LSTM PROPOSED STORM SEWER 17 03 35 41 17 03 35 41 TL 2900 TL 3000 TL 3100 EXISTING STORMWATER MANHOLE RD PROPOSED ROOF DRAIN LINE 17 03 35 41 TL 2800x 17 03 35 41 x TL 2700 SS EXISTING WASTEWATER MANHOLE xxxxxxxxx PROPOSED STORMWATER TREATMENT AREA ' x x x x x x TL 2600 • 4 EXISTING CLEAN-OUT _j FX £X CB. NO.1 P.POLE RM 459.31 99096 40 PROPOSEDCLEAN-OUT _-•-•••-••--- PROPERTY LINE __Tel EX. 3.0' > �,.• -� v v VALLEY a _-a a. --_-•oc s• Ss• ----- ----e-- SSS}-- Y� CHAIN LINK FENCE a Qw -. - ---- -.. .- .... �-EX s SS-- -- GUTTss ER---- SS - >ca _--� _-..�•---�X a• as--------- ----- - _-------- x"• zr ss_- o -� 2�--...-•---- - 135.00' �' .. • , • ,.� ::..____ BOARD FENCE -•"� '-{SS}- u, N 88 551 :a :� :.� v.�.;:-::: •..., ._ . -EX. SS- - EXISTING WASTEWATER LINE 75.4 i '�' "24,p''" " - _ _ _ - _ _ _ - _ - A _ _ WW PROPOSED WASTEWATER LINE -FUI. uc........-_ .. - �- -PAV: - - - - X 3 0'i xxxxxxx x �-� • t �'�� `7 VALLEY x x x x� c-�_ o GUTTER x x x x x x x SPILLWAY x x x x x /� # RAIN GARDEN No. { _ xxxxxxxxxxxxx FL 459.4$ x x x x x x xxxxxxxxx �� BREAK i _� x x x x x x x ` ;�......- • .,� . - . • � . •.... . ....y..�£X.4•STM - •�"--•• _ L . 1 1 } x x x > .Pei : I _ EX.4 STM- - --r" x %x X x X j d e.,; 1 3W ACC£S5 y •_ - ` / I: • I I j OVERFLOW „--- , Stormwater Treatment Facilities 6' INLET x x x x x x RIM EL. 459.5 i EAS£. OVERFLOW x x x 6 FL OUT 458.7 ;°a RIM EL. 460J0� FL- 459.0 x x x L.---- 4' FL OUT 458.70 6' FL xxxxxx 1 458.34 11 { I . T �t_ x x x _ M' �E5AMSE. 01 6'xb`x6` TEE xxxxx xxx �j ' w� # # \ • � I 1 CURB NOTCH FL- 459.7 Ra--•-----•-Rp-- ! ►-_#t > t I FL 460.18 �, x • STORMWATER # `• . s { ST { N4PLANTER. ! 6• FL :b ib , • b ==EX.4'STM-- -�• _ ' . -." _.1 i • t 458.29 :;aK•=t�•�-EX.4'STM---= -'t:1-".-.*-.-• I i .. -i •�I TL 4700':', .: ----E r ss -4---- .. cRat» _...... t b ° I • NOT A PART-.,-., {- .BREAK � .i ; 'j---1 I 1 ,•••- • {. 1'•-..� •D � rJ} # . e `` �'' . tl ° " ao, ir__r_ c.= vii ' . 1! I STORWATER i K.hNTER NO 2 � 1• ' 7.0' ~SUB EASE')] 111 � SIZING ���=--- 35 41 1 CURB NOTCH 17 03 75000 3 FL 46013 i - 6" FL 458.23 xxxxx 26.01�4' FL 458.32 s I € 1 MQ xxxxx . ACCESS I L - - _ - r I�xxxx xx EASE, { M t_ ji F11 x. 4•STM ! I CURB NOTCH s, { _ =EX.4 STM - EX.A S M --p FL 460J3Us 1 I►OVERFLaW �-ucp4•_ UGp_ -- ..UGp_ .. 'RIM EL. 460.1a 1 a ____.� 6' FL 458.22 � i ! 7 03 35 4 �4' FL OUT 458.46 4• FL 458.30 S { - �TOWNA78 TL 4500 ' TL 4800 i .w 1 .: PLANTER Na. 4 TL 4900 ovERFliOW , 16a FL=458.15 f .W x RIM EL. 460JO 14 FL 458.24 } 4' FL OUT 458AO GRAOE _ Q 1- -B - t CURB NOTCH EX. GRAVEL • STI MWATER 1 '. ,6 FL=458.15 FL 460.23 LOT EX. AREA PLANTER NO. 3 { 40 FL 458.24 DRAIN c ( I �4' W`: RIM 459.4 a' _ RD TL 4600 TO RUM �---- • OW a I ;C 1 6'FW IrFW ...--......,,".,�, . - 7 --.. _ `!, FDC FDC 1 ---.... , • 6.00 _ FW Ui ; ; t IN DRvwy. ' _ EX SIDFWi1CJf „ IX' A 459.6 ct ® 136.80' J 60.80 �� { 1 I `_--••.._ : b b TO REMAIN OVERFLOW CURB NOTCH RIMaEL. 458.40 FL 460.28 - p 4' FL OUT --_ _ M ... • . , -. Q • 24.0' PAY _.. _.- _. � n. 12N, - .` EX SIDEWALK . G ... _. ----_ - - -- - - Lou - - I +1� STM :-=-=-,_,•• � .T"""'G.--.,�' .�_,_.,,_., 8---� ....... 1 EX SfDEWALK.' 12'W us EX CB. NO. 2 �-__._--_____ ----:-�. RAM = 459.56 !2`ty �_ S STM . _... EX MAIL BOX i2':�,-• --- TO REMAIN TRANSIT EX STM Ni 00.1 T RIM = 460.23 STOP o 3 Tel - • EX STM MH NO. 3 v, - '_ " '_ 0 1 ''.i A I RIM = 460.34STREET - ---------- EX - _-EX STM MH NO. 2 - _ _ ,.. "-'�" • '- - -21' STM- -.-....... . ,�- RIM= 460.33 G --..' ' ---`. _ _` „""-•---` _""`.-----,.,•_,..,. ___^_-- � � • •----- • --.•.....21• STM g - ---�-• ' S -21' STM ._._ . •--STM- ...14 . STM - STM--- - .•,1-- • . �.�. � • STM_ . ....�.?�.�STM• - ---et- . 2 �► _...._.� ...e o PIOLENO. 78001 TRANSFORMER PJ't)LE Na. 83005 P.POLE NO. 97068 WITH STREET LIGHT WITH POWER DROP TO UNDERGROUND VAULT 1 SCALE I' a 20' 0 10 20 40 General Construction Notes fn,(�DU1`1INSTALL FLOW DIFFUSER AND SLASH PAD CLASS 50 j3 ® GEOTEXTILE LAYER (GEOTEX 451 OR APPROVED EQUALRIP-RAP OVER NON -WOVEN s k p f w 1 INSTALL GROWING MEDIUM TO DEPTH SPECIFIED. SOIL MIXTURE 35% LOAMY SOIL B 35% SAND AND 30% COMPOST CONSISTENT WITH CITY OF SPRINGFIELD STORMWATER P MANAGEMENT STANDARDS. pq D r INSTALL PLANT MATERIAL IN ACCORDANCE WITH SCHEME I OF THE 2014 1 CITY OF EUGENE STORMWATER MANAGEMENT MANUAL UTILIZING APPROPRIATE PLANT SPECIES FROM APPENDIX D OF THE AFOREMENTIONED SWMM. ® CONSTRUCT CONCRETE SPILLWAY TREATMENT AREA VARIABLE TOP OF CURB PLANTER NOTCH TOP OF CURB ELEV.- 460.80 SURFACE 459.6 FL -460.18 6' ELEV.- 460.80 VARIES FL -460.1 OVERFLOW VARIES 1--�I 6:1 1 -"1 A WET ZONE RIM- 460.1 C 1'"- -"`I (BATTER _Ill -if B _,... /-sOV 4 ERFLOVI--~=_! , - 111= Ill=III-=Ill=III=III=111=lll=Ill=III-{ 1: ;111=1�=41I =f I= III =III=1i=►1�= ~#'1=!Il�-=III,;, IIll,# 11I 111I11 Imo, Ill t;, Ill,;, III -=III,;, -11 ###Ill ;i{ 11 1111 111II1^�� 1.0' , 1.01 Planter Typical Section NO SCALE VARIABLE MIN j OVERFLOW ' j! TREATMENT AREA RIM -459.5 all 18, TREATMENT TOP RAIN VARIABLE GARDEN 460.0 RAIN GARDEN FL -459.5 FL- 459'3 D - 459.48 FL I SURFACE 459.0 MATCHWET ZONE SPILLWAY FL GUTTER � EXIS ING J4�`�� 1 I = I , _- €,3 - - - - - -e - -A -. 1=lll---Ill III= / / ,3�a�� ,:= :�. �'�:.:: •_: I -III - I I l -----•Ill i l l l ----1 -' I, -- _{ i ----- �; "- ,�, •--•-- � s -•- I ------ I I I I� l I� -- I I I I�� I I� -I 1, „��`##�=I11�II,,;,III----III-=IIIA I1IfIII�#fI11 illl-----�ll � III�j1I1 ;Ill, .II ;4€jll„ I--" Rain Garden Typical Section NO SCALE e -t ' 00 M 00 .o kn • 4 •�- 0 ��i � w a 0 cel r.t ENGINEERING $ultvuwa INC. a x x sm, zmxz, as am 17255 2) 1 EX KS: Dee tuber 31, 2016 REQ: D DESIGN SURFACE FACILITY BASIN AREA FACTOR TREATMENT AREA FACILITY AREA ELEVATION RAIN GARDEN No. 1 10,266 sq. ft. .05 513.0 sq. ft. 549.0 sq. ft. 459.0 PLANTER No. 1 2,109 sq. ft. .03 63.0 sq. ft. 90.0 sq. ft. 459.6 PLANTER No. 2 3,074 sq. ft. .03 92.0 sq. ft. 134.0 sq. ft. 459.6 PLANTER No. 3 1,687 sq. ft. .03 .51.0 sq. ft. 65.0 sq. ft. 459.7 PLANTER No. 4 1,059 sq. ft. .03 32.0 sq. ft. 38.0 $q. ft. 459.7 35 41 1 CURB NOTCH 17 03 75000 3 FL 46013 i - 6" FL 458.23 xxxxx 26.01�4' FL 458.32 s I € 1 MQ xxxxx . ACCESS I L - - _ - r I�xxxx xx EASE, { M t_ ji F11 x. 4•STM ! I CURB NOTCH s, { _ =EX.4 STM - EX.A S M --p FL 460J3Us 1 I►OVERFLaW �-ucp4•_ UGp_ -- ..UGp_ .. 'RIM EL. 460.1a 1 a ____.� 6' FL 458.22 � i ! 7 03 35 4 �4' FL OUT 458.46 4• FL 458.30 S { - �TOWNA78 TL 4500 ' TL 4800 i .w 1 .: PLANTER Na. 4 TL 4900 ovERFliOW , 16a FL=458.15 f .W x RIM EL. 460JO 14 FL 458.24 } 4' FL OUT 458AO GRAOE _ Q 1- -B - t CURB NOTCH EX. GRAVEL • STI MWATER 1 '. ,6 FL=458.15 FL 460.23 LOT EX. AREA PLANTER NO. 3 { 40 FL 458.24 DRAIN c ( I �4' W`: RIM 459.4 a' _ RD TL 4600 TO RUM �---- • OW a I ;C 1 6'FW IrFW ...--......,,".,�, . - 7 --.. _ `!, FDC FDC 1 ---.... , • 6.00 _ FW Ui ; ; t IN DRvwy. ' _ EX SIDFWi1CJf „ IX' A 459.6 ct ® 136.80' J 60.80 �� { 1 I `_--••.._ : b b TO REMAIN OVERFLOW CURB NOTCH RIMaEL. 458.40 FL 460.28 - p 4' FL OUT --_ _ M ... • . , -. Q • 24.0' PAY _.. _.- _. � n. 12N, - .` EX SIDEWALK . G ... _. ----_ - - -- - - Lou - - I +1� STM :-=-=-,_,•• � .T"""'G.--.,�' .�_,_.,,_., 8---� ....... 1 EX SfDEWALK.' 12'W us EX CB. NO. 2 �-__._--_____ ----:-�. RAM = 459.56 !2`ty �_ S STM . _... EX MAIL BOX i2':�,-• --- TO REMAIN TRANSIT EX STM Ni 00.1 T RIM = 460.23 STOP o 3 Tel - • EX STM MH NO. 3 v, - '_ " '_ 0 1 ''.i A I RIM = 460.34STREET - ---------- EX - _-EX STM MH NO. 2 - _ _ ,.. "-'�" • '- - -21' STM- -.-....... . ,�- RIM= 460.33 G --..' ' ---`. _ _` „""-•---` _""`.-----,.,•_,..,. ___^_-- � � • •----- • --.•.....21• STM g - ---�-• ' S -21' STM ._._ . •--STM- ...14 . STM - STM--- - .•,1-- • . �.�. � • STM_ . ....�.?�.�STM• - ---et- . 2 �► _...._.� ...e o PIOLENO. 78001 TRANSFORMER PJ't)LE Na. 83005 P.POLE NO. 97068 WITH STREET LIGHT WITH POWER DROP TO UNDERGROUND VAULT 1 SCALE I' a 20' 0 10 20 40 General Construction Notes fn,(�DU1`1INSTALL FLOW DIFFUSER AND SLASH PAD CLASS 50 j3 ® GEOTEXTILE LAYER (GEOTEX 451 OR APPROVED EQUALRIP-RAP OVER NON -WOVEN s k p f w 1 INSTALL GROWING MEDIUM TO DEPTH SPECIFIED. SOIL MIXTURE 35% LOAMY SOIL B 35% SAND AND 30% COMPOST CONSISTENT WITH CITY OF SPRINGFIELD STORMWATER P MANAGEMENT STANDARDS. pq D r INSTALL PLANT MATERIAL IN ACCORDANCE WITH SCHEME I OF THE 2014 1 CITY OF EUGENE STORMWATER MANAGEMENT MANUAL UTILIZING APPROPRIATE PLANT SPECIES FROM APPENDIX D OF THE AFOREMENTIONED SWMM. ® CONSTRUCT CONCRETE SPILLWAY TREATMENT AREA VARIABLE TOP OF CURB PLANTER NOTCH TOP OF CURB ELEV.- 460.80 SURFACE 459.6 FL -460.18 6' ELEV.- 460.80 VARIES FL -460.1 OVERFLOW VARIES 1--�I 6:1 1 -"1 A WET ZONE RIM- 460.1 C 1'"- -"`I (BATTER _Ill -if B _,... /-sOV 4 ERFLOVI--~=_! , - 111= Ill=III-=Ill=III=III=111=lll=Ill=III-{ 1: ;111=1�=41I =f I= III =III=1i=►1�= ~#'1=!Il�-=III,;, IIll,# 11I 111I11 Imo, Ill t;, Ill,;, III -=III,;, -11 ###Ill ;i{ 11 1111 111II1^�� 1.0' , 1.01 Planter Typical Section NO SCALE VARIABLE MIN j OVERFLOW ' j! TREATMENT AREA RIM -459.5 all 18, TREATMENT TOP RAIN VARIABLE GARDEN 460.0 RAIN GARDEN FL -459.5 FL- 459'3 D - 459.48 FL I SURFACE 459.0 MATCHWET ZONE SPILLWAY FL GUTTER � EXIS ING J4�`�� 1 I = I , _- €,3 - - - - - -e - -A -. 1=lll---Ill III= / / ,3�a�� ,:= :�. �'�:.:: •_: I -III - I I l -----•Ill i l l l ----1 -' I, -- _{ i ----- �; "- ,�, •--•-- � s -•- I ------ I I I I� l I� -- I I I I�� I I� -I 1, „��`##�=I11�II,,;,III----III-=IIIA I1IfIII�#fI11 illl-----�ll � III�j1I1 ;Ill, .II ;4€jll„ I--" Rain Garden Typical Section NO SCALE e -t ' 00 M 00 .o kn • 4 •�- 0 ��i � w a 0 cel r.t ENGINEERING $ultvuwa INC. a x x sm, zmxz, as am 17255 2) 1 EX KS: Dee tuber 31, 2016 DATE DEC. 16 2016 FILE No. 4038-2016UTIL.GXD DWN BY. JAO DEC 2 3 2015 Original Submittal_,L REVISIONS 2 3 4 5 0 O O J n � d- O H ® Z LU v� M O CO w = p O O LU C M W m til F D = ( O Z CO!-• CO W tL7C Z a- H 0 ® co _ LU W O _UJI r W © Lu CO z •- Cr LLJ LL. 4z _ CM °- W 11- IL P• O Co N Ito CO ® Cr. Cc coW Ito Q STORMWATER MANAGEMENT PLAN DATE DEC. 16 2016 FILE No. 4038-2016UTIL.GXD DWN BY. JAO DEC 2 3 2015 Original Submittal_,L 17 03 35 41 TL 2600 17 03 35 41 17 03 35 41 TL 2800 TL 2700 Lu CONNECT TO EXISTING a P,POLE SERVICE TAP i 1 1 MTCH. EXTGN0. 99099 FL- 454.3's. itt _j . EX w X4 j 75.0' � x...,r x - �x x x x x x x x x x x x o c- x x x x x x x x x x x x x x x x x x a tc x x x x x • x x x x x x x P i NO. S 17 0335 41 TL 2900 VAULT w 17 03 35 41 TL 3000 INSTALL WELL HEAD PROTECTION AREA SIGN ON TRASH ENCLOSURE RPOLE ENTRY GATE NO. 99097 r„I EX.3.0' 17 03 35 41 TL 3100 -�+------•------EX r SS X4 _..... -�Ur. ucP• - _ PAY: - - -.._.. _. _ _ _ - _ � -m - EX 3 0' - _ _ _ 1-- ? VALLEY i c GUTTER 9i 17 03 35 41 '4 TL 3200 1 • EX CB.190,1 = 459.31 EX8• SS�-----_�j,.."" Yy r SCALE 1• - 20' 0 10 20 40 x x x x x x t _ xxxXxXxxxXx� B ---® ,...•...�•....•...e•..'.•.•..'..•..'.b•'..'.�'•.•', { I x x x x ,�,� f I y . Well Head Protection Notes K x x • XxxxXxX3 i `�. I �;.,...►••UCP-- •• UCP •�EX.4'STM -~ x x x x �a 1 � ACCFSS } • {------.� £X. TM- ' '- ' � • -- -r-, -- / . ` :1 1 { THE SITE IS LOCATED WITHIN A 99 YEAR TIME OF TRAVEL ZONE xxxxxx # EASE I \ ,' \ , f• ` y AND IS SUBJECT TO THE FOLLOWING REGULATIONS. 1• co xxxxxxl "-- -i f \ ` / j j i 1. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP x x x x • ► - : # t MATERIALS DSIPOSED OF OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ %x x g,STM 'STM -a w - - _ _ _ _. _ _ ,+ _ _ _ _ _ - - - - --y 1 5.0' REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER xxxxxxx' `` ! i EASE. CONTAMINATION. EX x x x , Rp4 2. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON SITE. .�,.� I ____.._. •.__,':•' ttat •.a. '., . .B- .. �.re) . _ _ _ _ _ _ # CHEMICAL HANDLING STORAGE AND USE: CONTRACTORS/ DEVELOPERS, SHALL BE In -4b ` ... b ' b ' b "- •EX.4"STM • . -�• .� . b . I " •�-�-EX 4'STti-y- 's: -•�if '•: ' ' 1 RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM # -i ': • ` : { TL 4700 PRODUCTS AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM E, 4• �.._�.__ r,�.. ; f' : ; �, t . • b : ; e WATER CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT NOT A PART -... AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO .THE STORM WATER SYSTEM. ALL CHEMICALS SHALL BE STORED UN ADEQUATE ! _ - # ` e f,' . d a 'j ".;rE:�Ex.4•s7M:-"" . bi: ��� SECONDARY CONTAINMENT. 1 i y 7.0 SUB EASE . , 1 a� EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS, MUST BE TAKEN TO PREVENT Q 1 I # f--�T---� ` 1 ~f FLUID CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING INCLUDING PROVIDING 17 03 35 41 '� # ::t�____u__� i <e-- -- I _ ' 3 x � ! 1 A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD TL 5000 0 xxxxx # 1 3'. :'}'. 1 1 I i BEE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM o XxXXX 21Q O °� ( # L MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. r ACCESS kXxXxX� EASE M { { Z x x x x x 4'STM ! "Y-_�� i -•'__- J ! H x x I 3e y L ... _ ...1.. f 1 w # • •-- •--EXA'STM EX.4 STM--� So 17 03 35 41 a i 1 s TL 4500 TL 4800 ! t5 ! r TL 4900 1 t EX. GRAVEL • �} 1 ; 1 ` :N LOT EX. AREA NEW DDCV RIM 459 4 a ASSEMBLY. ! - 4' W .. FUTURE USE TO REMAIN �. _ _ '--_—."'• uwR°5�� 3 I TL 4600Wfw N --6 FW - ys.00' -- ,, FDC FDC ! NEW RPVA ' .......... .... j •� ,; -X - I 6 fW ASSEMBLY N 81055'58" W ""- x x R -� IL ! cam• b • _xr I - _-L •, DRyWY .. . EX StDfWACK,. '.. ` ' ^ --� EX' RIAA 459.5 �� ® 136.80,x_ j ���...,,ll.,,, TO RD" � ...,,., • "•_ - NEW FDC 24V PA —___ r�o 12'W STAlf- ^� " - `EX:SIOEWAtK ` G.... - EX. FDC - ----- ----- { STM. 0 8*W I ."� b '-may b' b b bj •EX SI A'.'�'°.-.^....1 ...... .^ • DEw $U$ "�-"STM 12'Y1. Et'4V }2'w . 12'W EX CB. N0.2 "--- "'---- o. STtA=• . RIM =.459.56 t2.W -"'_ ` = ---- ---- _ S STM ..._ EX MAIL BOX t2" TO. REMAIN TRANSIT EX STM MH NO. 1_/ _RIM = 460.23 _ > STOP 3 ISI _ o '.--`." • EX STM MH 190.3 ti ----- , _MA % �--_ RIM - 46034 - .. i. REij .i 1 " - . ._ ._._... • "�` ' - -21° STM- ...,� . , �...- • ,..... • RI STM =4600.. 333 2 • •21' STM • ._..... --� o • ---�.. • S • -21' STM __.. . T ! --•t- • 2' _STM. 14 . STM STM- ! STM- STM' -CH OH P.POLE NO. 78001 RPOLE NO. 83005 RPOLE NO. 97068 o TRANSFORMER WITH STREET LIGHT WITH POWER DROP TO UNDERGROUND VAULT Legend71 _u= ROAD SIGN 1E EXISTING WATER METER ID EXISTING WATER VALVE EXISTING FIRE HYDRANT -®- POWER POLE 1 JUNCTION BOX EXISTING YARD LIGHT POWER POLE WITH STREET LIGHT Sf TELEPHONE MANHOLE EXISTING STORMWATER MANHOLE SS EXISTING WASTEWATER MANHOLE O EXISTING CLEAN-OUT 3 PROPOSED CLEAN-OUT -®-••�--- PROPERTY LINE ������� CHAIN LINK FENCE BOARD FENCE ----EX. SS,---- EXISTING WASTEWATER LINE WW PROPOSED WASTEWATER LINE -EX W-- EXISTING WATER MAIN OW PROPOSED DOMESTIC WATER MAIN FW PROPOSED FIRE WATER MAIN PROPOSED SERVICE LINE TO FIRE DEPT. CONNECTION (FDC) G EXISTING NATURAL GAS NG PROPOSED NATURAL GAS SERVICE OH EXISTING OVERHEAD UTILITIES UGp - EXISTING UNDERGROUND POWER/TELECOMM. FUT. UGP--- FUTURE UNDERGROUND POWER/TELECOMM. EX. STM EXISTING STORM SEWER STM PROPOSED STORM SEWER RD PROPOSED ROOF DRAIN LINE xxxxxxxxx O xxxx xx x x PROPOSED STORMWATER TREATMENT AREA DEC 23 20116 Original Submittal ENGINEERING 80) Vl=G INC. 17255 �B.i'1� EXPIRES:. December 3L 2016 DATE _ DEC. 16, 2016 FILE No. 4038-2016UTIL.GXD DWN BY. JAO C-003 REVISIONS 1 2 3 4 5 O O � O ® Z 6U �• o �• X 0 O 1-- crrr O ul co D uj =0 M - -m00 0 UJ 1- z Fa _j �.. LL ®I. 1•- 0 _ CO L" tY? W = LW R*! Cier CD W w Z 6 cc W< z TZ. i I= IL W CL O CO v- �, CV co cc O 0 CO caw co co UTILITY PLAN DATE _ DEC. 16, 2016 FILE No. 4038-2016UTIL.GXD DWN BY. JAO C-003 17 03 35 41 TL 2600 17 03 35 41 TL 5000 17 0335 41 TL 2700 17 03 3541 TL 2800 17 03 35 41 TL 2900 17 03 35 41 TL 3000 _ - > STOP . .�- - • ......,. • IX m -AIN STM MH N0.3 " �` RA = 460.34 O "`- .` _ ---___ - -�. _ _ STREET _+� _- . `_",�" ' '.."""_. • -21' STM• -..._... -..........,.,..., .-.. 17 03 35 41 TL 3100 17 03 35 41 TL 3200 17 03 35 41 TL 4500 tz tzvr �2�v , lrw STM . . _. EX STM MH NO. 1 RIM - 460.2.3 G! b r+1 O � M C,� y EX STM MH RIM = 460.3 • -.........2!' STM __„' -- - o • --i-- • ......... S . x.21' STM .-..-... .....................= =STM.. _._..�... 2'w .4 —STM- -•f— STM STM -f�--- - . ��. S •STM `�'�''' _ _ _ . OH CH 4 -OL E NO. 78001 P.POLE NO. 83005 P POLE N0. 97068 TRANSFORMER WITH STREET LIGHT WITH POWER DROP TO UNDERGROUND VAULT SCALE 1- - 20' o {0 20 40 1 I { { t 7.0' SUB { EASE. t 1 s ► ► t f zo f 4fi' 1 1 460, 1 461.22 { ► tf! 460 4601!f I 1 46 { 4A t 1 461 t 46lA t .gam 1 I ► f {4E4E f t ! 1 --fi•FW—t Z { U { i Legend 4s►.31 Ae PROPOSED GRADE TOP AC. 461.3► 7C PROPOSED GRADE TOP OF CURB/CONCRETE 46L31 AC -ME MATCH EXISTING GRADE TOP OF AC. r 4si.31 TC -ME MATCH EXISTING GRADE TOP OF CURB/CONCRETE Detail SCALE 1"-10' co `(�Q2112.OUD53 Si�-G Plav� R.e�icul poi g uF fo DEC 23 261d Original Submittal_ --T6 ...._- ENGINEERING MUMG INC. IPA wx nv,» C3 of* 17255 I EX MS. Decanbw 31. 20161 DATE DEC. I6 2016 FILE NO. 4038-2016UTIL.GXD DWN BY. JAO REVISIONS 1 Z 3 4 5 O O Cf d• d' O ® r Z W r` O O co �. Z Q O i= 0 m � W to mc CSIZ W H Z ..j OF- —u-W O a. u- W nOC Tr— ccc� SLL! ch c O , W _W ca Z CC Li III LL. C'3 4 Z CCChrm CL W 1— CLO ca 1 N to v,J o e - ic W co GRADING PLAN DATE DEC. I6 2016 FILE NO. 4038-2016UTIL.GXD DWN BY. JAO GENERAL PL,4NT SGHEDULE KEY I QTY. I BOTANICAL TJriME GOMMON NAME MIN. 51ZE GOMMEAtTS �L.R 2 Ainus rubra Red Aider 2" cal. Imatching, -RAF 2 Fraxinus americana 'Autumn Purple' Autumn Purple Ash 2" cal. I Matching, £Imbed up to approx. 6 ft. WS 3IN 5sa s lvatica Black Tu elo 2" cal. IMatching, full, 585 ORNAMENTAL / UNDERSTORY TREES GEGF 2 Gercis canadensis 'Forest Pansy' Forest Pans Red bud 6' ht. Sin le stem, 888, matching, full SHRUBS BETC 26 Berber€s thunber ll 'Gr€mson m ' Dwarf Ja aneee sarberN 1 gal. matching, full GES 6 Ceanothus san ulneus Oregon Redstem Ceanothus 3 gal. matchin , full DOM 12 Daphne odors 'Marginate f3l€p 6]PAAwrymus 3 al. matching, full EU -J\/ 4 Euon mus japonicus 'Aureo Varle ata` Rose of Sharon 4' ht. matching, full HS 3 Hibiscus s riacus Japanese Holl 5 al. Matching, full IGGV $5 Ibex crenata 'Gonvexa' Forest Flame Piers 5 al. matching, full PIF 3 Pleris 'Forest Flame' Otto Lu ken English Laurel 5 gal. matching, full PLO 20 Prunus £auroeerasus 'Otto Lu ken' Anah.Krusche Rhododendron 5 gal. matching, full RHA a Rhododendron 'Anah Krusche' PJM Rhododendron 5 gal. matching, full RHP 3 Rhododendron 'PJM' Unique Rhododendron 5 al. matching, full M10F 45indeal ' raalc'V Goidflame S iraea 5 gal. matching, full VIP 5 Viburnum davldII David Viburnum 3 gal. Matching, full VIT 3 Viburnum tinus Spring Bou yet' spring Sou uet Viburnum 5 al. match€n , full 6RA55E5, GR.OUNDCOVERS AND PERENNIALS P1=AHAH 155 Pennisetum alo ecuroide5 'Hammeln' Hameln Fountain Grass 12 gal. matching, full RFG 67 1 Rudbeckla ful €da 'Goldsturm' 6oldsturm Slack -Eyed Susan 11 gal. matching, full KA N6ARDEN STORMAATER PLANT 5CHEDULE- 5,i0 50. FT. 01Y.1 BOTANICAL NAME 7Z6MMON NAME MIN. SIZE COMMENTS TI@PPS - S i?PQUIRPD ALR 2 I Alnus rubra I Red Alder 1.5" cal. Imatching, 14Y5 I 1 I u ssa s lvatica j5lack Tu elo 12., cal. IMatching,foil B85 LARGE 5HRU85/5MALL TREES - 12 REQUIRED :E5 10 1 Ceanothus san ulneus Oregon Redstem Ceanothus 3 gal. I matchin , full ;08 3 Cornus sericea Redtwia Dogwood 30" ht. ImatchIng, Full SPD b Ispiraeadouglaall Matern s iraea 3 gal. I matching, full SHRUBS/LAK&&- I&KASS-LIKE PLANTS - 24 REQUIRED GOeK I Be I cornus sericea 'Kelse r Dwarf Redtwl Do od 3 al. matching, full GROUNDCOVERS - 4-12 REQUIRED GAD 12" 0.6, 14rOreX densa Dense Sed 4" pot matching, full GAO 12" 04. 1 Carex obnu to slough sedge 4" pot matching, full 5TORMY'ATER PLANTER 50HEDULE - #1 - QO 50. FT. 5HRUB5/LAR6E 6KA55-LIKE PLANTS - 11 REQUIRED GROUNDCOVERS - 54 REQUIRED GAD 12" O.C. I Carex densa Dense Sedge W Pot Matching, full GAO 12" 04. 1 Carex obnu to Slough Sedge 4' of matching, full 5T0RMY%ATER PLANTER SCHEDULE - #2 -- 134 50. FT. KEY I QTY. I BOTANICAL.. NAME I COMMON NAME I MIN. SIZEJ COMMENTS SHRUBS/LARGE GR ..A65 -LIKE PLANTS - 16 REQUIRED G05K 124 1 Cornus sericea 'Kelse i' Irwarf Wedtwle Do wood3 al. matchin , full GRouNOGOVERS - 81 REQUIRED GAD 12" 0.6. 1 Carex densa Dense Sedge 4" pot I matching, full GAO 12" 04. Carex obnu to Slough sedge 4" p9t I matching, full 5TORKNATER PLANTER 5CHEDULE - #3 - (63 50. FT. KEY I OTY.1 BOTANICAL NAME COMMON NAME MRN. SIZE I COMMENTS 15HRUB5/LARGE GRASS -LIKE PUNTS - 8 REQUIRED GOSK 124 1 cornus sericea 'Kelse i' Dwarf Redtwie Dogwood 3 eai. Tmatchjng, full GROUNDCOVERS - 59 REQUIRED GAD 12" oz. ICarex densa I Dense sedge 4" pot matching, full GAO 12" 1 Carex obnu to I Slough Sedge 4" of matching. full 5TORMY14ATER PL.AN"fER SGHEDULE - #4 - 30 SQ. PT. KEY I 0TY.1 BOTANICAL NAME JCOMMONNAME I MIN. SIZE I COMMENTS 5HKU55/LAR.6E 6RABS-LIKE PLANTS - 4 REOUIRED GOSK 114 1 cornus sericea 'Keise i' Dwarf Redtwi Do wood 3 gal. matchine, full 77771 GROUNDCOVERS - 18 REQUIRED GAD 12" o.c. I Carex densa I Dense sed a 4" pot matching, full GAO 11211 o.c. I Carex obnu to Islough sedge 4" pot I matching, full. GENERAL NOTE5 1. SEE 5PECIFICATION5 FOR REWIRED INSPECTIONS. 2. SEE CIVIL PLANS FOR GRADING DOCUMENTATION. 3. $EE SHEET L-2 FOR LANDSCAPE VETA£LS. 4. SEE SPECIFICATIONS FOR PLANTING, IRRIGATION AND SOIL PREPARATION REQUIREMENTS. 5. SEESHEET L-2 FOR IRRIGATION DOCUMENTATION. b. PLANT L15T OUANTITIE5 ARE FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL OUANTITIE5 51-10;NN ON PLAN. IRRIGATION 5Y5TEM DESCRIPTION 1. AUTOMATIC, UNDEP.6ROUND IRRIGATION SYSTEM INILL 5E PROVIDED FOR ALL LANDSCAPE AREAS. 2. SYSTEM I TILL PROVIDE HEAD TO HEAD COVERAGE. 3. SYSTEM Y41LL PROVIDE SEPARATE ZONES FOR DIFFERENT 50LAR ORIENTATIONS. 4. HEAD LAYOUT YqILL MINIMIZE OVER51FRAY ONTO PAVED 5URFACES. PLANTING LEGEND • SHADE TREES + EXISTING TREE TO REMAIN 0 ORNAMENTAL TREES PLM\/ (MOUNT VERNON LAUREL) SPACED 24" O.G. RFG (BLACK-EYED SUSAN) SPACED 15" O.G. GAD (DENSE SEDGE) CAO (SLOUGH SEDGE) 0 2 5 10 SCALE: V = 10'-0" 20 fi l e, Copy SRR Pl avt Rtt4w t Jof-o C'Virn iY� pq '�j 0� to DEC 23 2CjJ .m 279 oc- r David J. Dougherty E %OREGON Sc BERGSUND DELANEY ARCHITECTURE AND PLANW EXPRESSLY RESERVES ITS COMMON LAW COPYRIG! AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED. CHANGED. OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO THIRD PARTY WITHOUT FIRST OBTAINING THE WRITT PERMISSION AND CONSENT OF BERGSUND DELANE ARCHITECTURE AND PLANNING. IN THE EVENT 01 UNAUTHORIZED REUSE OF THESE PLANS BY A THII PARTY. THE THIRD PARTY SHALL HOLO BERGSUNI DELANEY ARCHITECTURE AND PLANNING HARMLES RIA • 474 Willamette Street Suite 305 Eugene, Oregon 974131 P 541.683.5803 F 541.683.8183 www.DLAdesign.com Revision Summary Revision Revision Number I Date date 12-i S-20'16 file d.b. CH L-1 1 s E f GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONCIRETE WALK OR CURB PLANTING 501L SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK NORTH SIDE OF TREE: AT NURSERY. ROTATE TREE: TO FACE NORTH WHEN PLANTING. TREE PLANTING AT PARKIN& AREAS SECTION DRIP TUSIN6 BEYOND ALL HEADERS - TYP. PVC GLASS 200 - V EXHAUST HEADER MANUAL FLUSH VALVE IN 6" ROUND DOUBLE VALVE BOX FIRST ROW OF TUBING TO BE INSTALLED BETWEEN FIRST ROW OF SHRUBS OR GROUNDGOVER AND 6' MAK ED6E OF PLANT BED. MAXIMUM DISTANCE BETWeEN EDGE OF PLANT BED AND FIRST TUBING ROW TO BE 6' DRIFLINE TUBING - NETAFIM TLGV4-12025 INSTALL 4' BELOW FINISH 501L LEVEL TO TOP OF TUBING (12" EMITTER SPACING, 0.4 6PH EMMITTERS), APPROX. 18" TUBING ROW SPACING. CONTRACTOR TO PROVIDE PROTOTYPICAL PLANT BED LAYOUT FOR APPROVAL. CONTROL ZONE KIT: HUNTER IGZ 101 - SEE'. DETAIL MAINLINE PIPE SUPPLY HEADER PVC GLASS 200 - ALL BEDS GREATER THAN 30' IN LEN6TH TO BE FED FROM CENTER OF BED. MAXIMUM TUBING RUN BE:iYVEEN HEADERS TO BE 200'. NOTES: 1. ALL UNIQUE AREAS OF TUBING TO BE CONNECTED BY HARD FIFING BACK TO VALVE. 2. MAXIMUM ZONE SIZE: 14 GPM. 3. PROVIDE MANUAL FLUSH VALVE: AT END OF ALL DRIP SECTIONS OVER 100 S.F. AND AT ALL DEAD END RUNS 4. GV BLANK TUBING MAY BE USED FOR SUPPLY HEADERS ON TUBING 6RID5 WITH DOWNSTREAM FLOW5 BELOW FOUR 6ALLON5 PER HOUR. DRIPLINE TUSINC7 LAYOUT PLAN �NT } z TREE IN PLANT BED l TREE IN L,41NN TYPICAL TREE PLANTING SCALE: 1/2" = 1`--0' SECTION TYPICAL SHRUE3 PLANTING SECTION TOPSOIL AS SPECIFIED BACKFILL TRENCH WITH SAND OR TOPSOIL AS SPECIFIED IRRIGATION LATERAL PIPE IRR16ATION MAIN LINE PIPE COMPACTED SUSGRADE SAND BEDDING AS SPECIFIED NOTE: MINIMUM HORIZONTAL CLEARANCE BETWEEN LINES: 2 INCH AND SMALLER PIPE: 4 INCHES 2-1/2 INCH AND LARGER PIPE: 12 INCHES MINIMUM VERTICAL CLEARANCE BETWEEN CR05SIN6 LINES. 1 INCH IRRIGATION TRENCH 1 THROUGH LAAN L2 SECTION SCALE: 1/2" = 1'-0" REMOVE ALL BINDIN65 AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCARIFIED SUB -GRADE SCALE: 1/2" = 1'-0" 6UY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/GONIFERR TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR: AT TRUNK) MULCH RING WITH SPADED E0615 AT LAY^IN5 (SIZE AS SPECIFIED) PLANTIN6 SOIL SUB 6RADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK NORTH SIVE OF TREE AT� NURSERY. ROTATE TREE TO FACE MARK NORTH WHEN PLANTING. SCALE: 1/:2" = 1'-0" BUILDING WALL -J CONTROLLER: ADJAGE:NT BUILDING OR EDGE OF PLANT BED SPACING "D" ROW "A" SPACING 'D" ROW 'W' 3" O.G. 2.6" 18" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.8" 9" O.G. 't.8" 30" O.G. 26.0" 12" O.G. 10.4" Be O.G. 30.0" 15" O.G. 13.0" 48" O.G. 41.5" 6ROUNPWVER 5FACING DIAGRAM -----GONDUR - 512E AS SPECIFIED JUNCTION BOX WIRE5 TO REMOTE CONTROL VALVES 1 -INCH CONDUIT AND F€TTING5 TO POWER SUPPLY CONDUIT AND FITTIN65: UNDER GROUND: PLASTIC, CLASS Ili, FEDERAL SPECIFICATION W -G 1094. ABOVE 6ROUND: ALUMINUM, FEDERAL SPECIFICATION WW -6.540. AUTOMATIC CONTROLLER ELEVATION FINISH GRADE 10" ROUND VALVE BOX WITH LOCKING LID 6" CORRU6ATE0 PIPE SUPPORT SRCK5, (3) PER BOX MIN. SCH. 80 NIPPLE 5CH.40 PVC, TEE PVC MAINLINE SPECIFIED DRAIN VALVE ELL DOWN 1 CU.FT. DRAIN ROCK W1TH FILTER FABRIC SURROUND MANUAL MAIN LINE DRAIN VALVE SECTION SCALE: 1" = 1'-0" PLAN NTS POP-UP 5PRAY OR ROTATOR SPRINKLER" FINISH GRADE/TOP OF MULCH 5PIRAL BARB ELBOW, RAIN BIRD SBE MODEL OR APPROVED 5WIN6 PIPE, 15 -INCH MINIMUM LENGTH: RAIN BIRD SPX SPIRAL BARB ELSOW, RAIN BIRD SBE MODEL OR APPROVED PVC LATERAL PIPE PVC, 5GH 40 TEE OR ELL MARLEX 5i'REET ELL •U5E PRESSURE REGULATIN6 BODIES FOR ROTATIN6 NOZZLES FLU5H MOUNTED POP-UP 5PRAY OR ROTATOR NOZZLE SPRINKLER ADJACENT LAWN 5PADED EDGE (GUT GLEAN ANGLE TO LOCK MULCH IN PLACE AT LAWNS) 3" MULCH TAPERS TO 2" AT LAWNS PLANTING 501L (SEE SPECIFICATIONS FOR DEPTH) NOTE: THIS DETAIL IS TYPICAL WHERE LAWN MEETS PLANT BEDS, AND MULCH RINGS AT TREES. PLANT BED EDGE AT LAINN5 SECTION SCALE: 1" = 1'-0" 1" = 1'-0" �j"2� SECTION WATER PROOF CONNECTION 30 -INCH LINEAR LENGTH OF WIRE, COILED lD TAG - CHRISTY'S ID -STD Y1 VALVE BOX WITH LOCKING COVER: 12 -INCH SIZE, BROWN LIDS IN PLANT BEDS, GREEN LIDS AT LAWNS FINISH GRADE/TOF OF MULCH REMOTE CONTROL VALVE: RAIN BIRD FEB -PRS -D PVC, SCH 80 NIPPLE NIBCO T-113 GATE VALVE PVC SCH 80 ELL PVC, SCH 60 NIPPLE (LEN6TH A5 REQUIRED) PVC SCH 40 TEE OR ELL \ �—PVG MAINLINE PIPE \—,APPROVED FILTER FABRIC, AT ALL OPEN€N65 OR HOLES *. INVERTED VALVE BOX SUMP WITH LID; L' y�i:`rte.-�i'v �•� 'St:�z:xfw.. •t. -t"`�_+r ?tv;s;E;x .rte y 4t= �� '•. FASTEN BOXES T06ETHER W/ 55 SHEET C• METAL SCREWS (6 PER BOX MIN.) PVC, LATERAL PIPE AN6LE TO SPECIFIED DEPTH \--SAND BASE VALVE BOX LID AUTOMATIC CONTROL VALVE SCALE: 1" = 1'-0" MULCH TAPERS TO 1" AT SIDEWALK F€N15HEP GRADE PLANTING SOIL (SEE SPECIFICATIONS FOR DEPTH) NOTE: SEE GRADING PLAN FOR PLANT BED 501L LEVELS. PLANT BED EDGE AT PAVEMENT SECTION SCALE: 1" = 1'-0" ADJACENT PAVING STRUCTURAL FILL BACKFILL TRENCH WITH 5AN12 OR TOPSOIL ASSPECIFIED IRRI6ATION SLEEVE (SEE SHEET L-2 FOR LOCATIONS) COMPACTED 5U56RADE NOTE: - EXTEND SLEEVES 4" BEYOND PAVEMENT E06E5. - INSTALL 1X2 RED -TOP, WOOD, LOCATION STAKES 0 FACE OF WALK OR CURB ® BOTH ENDS OF ALL IRRIGATION SLEEVES. HOLD DOWN 1" BELOW TOP OF CURB OR WALK. - INSTALL 0) 6" SCHEDULE 40 P.V.G. AND (1) 2" SCHEDULE 40 P.Y.G. SLEEVE AT EACH LOCATION. �10IRRIGATION SLEEVING L2 SECTION SCALE: 1/2" = 1'-0" WATER PROOF CONNECTION 30 -INCH LINEAR LENGTH OF WIRE, COILED ID TAG - GHRISTY'S €D -STD Y1 VALVE BOX W€TH LOCKING COVER: 12 -INCH SIZE, BROWN LIDS IN PLANT BEDS, GREEN LIDS AT LAWN5 FINISH 6RACE/TOP OF MULCH REMOTE CONTROL VALVE ASSEMBLY: HUNTER IGZ 101 NISCO T-113 GATE VALVE PVC SCH 60 ELL PVC, SCH 60 NIPPLE (LEN6TH A5 REQUIRED) PVC SCH 40 TEE OR ELL \ �—PVC MAINLINE PIPE APPROVED FILTER FABRIC AT ALL OPENIN65 OR HOLES ; t�-, � ,: ,; y,. MMY y ti y �'b M1 �.;: •t. INVERTED VALVE BOX SUMP INrrH LIP; t...,»Y:t�,. �• FASTEN BOXES T06E:THER YV/ 55 SHEET METAL SCRE W5 (6 PER BOX MIN.) —5AND BASE VALVE BOX LID NOTE: CONTRACTOR TO COMPACT BACKFILL IN LIFTS. SATURATE SOIL AROUND VALVE BOX ASSEMBLY, RE: -COMPACT AND PROVIDE ADVITIONAL MATERIAL AS NECESSARY TO PREVENT SETTLING OF BOX ASSEMBLY UNDER MOWER WEIGHT. CONTROL VALVE A55EM5LY AT DRIP ZONES SECTION SCALE: 1" = 1'-0" 2 SECTION 1" = 1'-O" VISTA 279 II ® O t1"4 David J. Dougherty E OREGON BERGSUND DELANEY ARCHITECTURE AND PLANNII, EXPRESSLY RESERVES ITS COMMON LAW COPYRIGi= AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AR£ NOT TO BE REPRODUCED. CHANGED. OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO THIRD PARTY WITHOUT FIRST OBTAINING THE %MTT PERMISSION AND CONSENT OF BERGSUND DELANE ARCHITECTURE AND PLANNING. IN THE EVENT 01 UNAUTHORIZED REUSE OF THESE PLANS BY A THII PARTY, THE THIRD PARTY SHALL HOLD BERGSUNI DELANEY ARCHITECTURE AND PLANNING HARMLES 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com Revision Summary Revision Revision Number Date Date R.eceiv DEC 23M Original Submittal date 12-162016 file d.b. CH L-2 ` [ P �Ik 111afit4cpJ Nor l� ® PP1 / l� ffp 0 z nc°� W z w N J p W g� f °a c- 11 C9 n/ t Z O co Date R.eceiv DEC 23M Original Submittal date 12-162016 file d.b. CH L-2