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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/8/2015REPLACE ALL EXI5TING CATCH BA51 N5 Lei/ NEM DOUBLE CHAMBER CATCH BA31 N WITH FILTER, TYP., VXON PAC U SEE 2/01.0 R4JUO X 6° CATCH a `---- k1�ti y REPARE FENCE y S� RIM -477.59 O A5 REQUIRED CATCH BASIN 4 4 FL= 476.72 RIM=477.04°O 4" Fl.(N =476.42 X11 8" FL(S)=475.34 X k1 �11� tK rx -11 478 4 FIRE HOUSE 4 �g O,� a CATCH BASIN X MONITOR WELL_`'-----'- X 60 FL 7 `L 60 480.84 k�OCO 11 �1 �G�� 1� c 770 9ti "F1=G`J�N�� F AL�� FLOGARDTM RENEW& t' ■ 53" FILTER INSERT (MODEL FGP-24F) w A CQ WOVEN MESH FILTER BODY NOTES: BOX FABRICATED FROM 10 GA MATERIAL NEOPRENE GASKET�� �= (TWO SIDES) OUTLET 48" LONG I DUCTILE IRON SOLID LID & DUCTILE IRON GRATE AlPm PLAN VIEW BIKE PROOF, HEAVY SILT & DEBRIS HIGH DUTY TRAFFIC GRATE CONTAINMENT AREA FLOW SUPPORTS AASHTO SOL W L2Jx2JxA BYPASS H25 LOADS FRAME 0`b i 53" �ERA" I lain INC CIVIL - STRUCTURAL- BUILDING DESIGN x X11 4 v 1g� k11 ,r 5����G� x k� �O g �00� v t 4 z :' ::. SURVEYING, LAND USE PLANNING 00 X k1 �i dG4P 916 o� 00 r� k1g x P �1 0�P �` k0X 77 (STING AC ° �p 411 1 90 478 lb $1g0` El ❑ 4 . 11 k11' k1 ' �Xn n , i x 01 n ❑ n n >rj� ON 0 ph 2' CONC. ❑ El El Ela 8" sD ' �11ti�b X k11 k10 - VALLEY GUTTER ,. I ST MANHOLE 6" ST- X �CATO!ASIN '_ `� -478 RIM=477.63 --.__� EXIST. CHAIN RIM=476.23 ❑ q Cl. c 6 E)=474.13 LINK FENCE )=474.53 _ 2"FL S)=4?5.2J \ 2" �tE)=475.58 STORAGE °pQ `f 8"FL W)=474.98 CATCH BASIN -�-J ku RIM=476.61 4 FORMER LOG POND SITE N 4 PROPUGTIQN ( 4 6" FL=474.86 1� AREA Q0� TCH BASIN 0 x k1 �101`L (�� RIM=477.45 �O AJ►" 27L =475. Q� X111 n 2-FL(S)=474.27 `� Y N ox T $ 0 " n o ° QPM 6 ST k116 o CATCH BASIN �11`L V 6 INV --0.93 X CATCH BASIN �► EXISTING 6" INV -1.20 SD 6" ST ---f •a COVERED STORAGE I tolo 477.48 CATCH BASIN �-� EXISTING ST MANHOLE 1 RIM=477.02 t COVERED STORAGE RIM= NHOL ik1 UKN UG UTILITY 000 4" FL=476.00 2"FL(N)=475.84 x 66 ST MANHOLE 6 FL(E)=475.88 RIM=476.52 �, w Z FL(S)=475.84 I o QPM k1 . �1g• - �� 4 FL(NW)=47379 {{ HP f f G 6" FL(N)474.17 x I 0 P x X 10" FLE)=47307 ti0 b10' �1 g 12" FL(S)=47307 I 11' '�' 10' °' 8" FL(W)=473.77 I x k X11' 111 UKN MANHOLE c� CATCH BASIN °p k1 RIM=477.25 RCATCH BASIN RIM=476.31 -pH NP n �, AC DRIVE &a IM -475.61 P` U PARKING/STORAGE ST MANHOLE 8 FL(S) 474.44 CAACH BAST '-�_ 6 RIM7.35 6g� Rt =477 02 z �1X -�c)j_ 8" (NW)=474.27 �1 zi kIXlST AC (w=47369 0 P x EXISTING BUILDING o - '``-•� '�L336 0 � 14(E)=471g. j co 0 k �g� 6gS sD 8" ST- 1 sD --10" S t____ _ CONCRETE VALVE ACCESS O 1 8 W PAVING UNDER MANHOLE X11 UKN MANHOLE ,� 27" WW X CL --- -- 1�1------- --10" ST- " " RIM=476.57 1 4 • 477-- x ca p -27" (yly l4 ST 011 RJM=477 71 1 L 1 WW MANHOLE x EXIST. CHAIN k RIM=476.68 LINK FENCE " 27 4 " 6" u S" FL=472.50 a 11 °� x -�11 ______ _ 12"FL(NE)=474.44 -8 W "... - Z-EXIST .5 w1 6 x 14 FL{W)=474.18 �� EXIST. AC 9 i4 I =-2.35 GRA Iyry___ - FlRE HOUSE6 �.7Q " EX(S7 CHAIN / 11 -� FIRE HOUSE 12 4 4 01 ST E N SD' SD �r " ix1 �1 rx AREA DRAIN 27" WW 1 `--- 24's47s - . - 10 W� --_`_- o CO„h%I X RIM 02 �`� �. S7 MANHOLE P -HP 4 24" ST 1 _ 10" -1 °1 14'7L(E)=474.30` �"` HP RIM=476.5 i 00 '4`�' u ST MANHOLE 0 P -24" ST -G 477 W 11 6 27" WW RIM=476.30 "------- "moo -- K N ----� " - `� G 10" W 01 478 1 ' Sr -,o---- k1y �FGp^� OHP 10 . 2 4 ST W --- X-- o OHP (0 477.4 24" ST=lO" W G EXIST. -- GRAVEL k$0 2350 Oakmont Way, Suite 105 x OUTLET Eugene, Oregon 97401 s (541) 485-8383 - FAX (541) 485-8384 www.sswengineers.com x k1 O� x �W/ HINGED RA �i 02 LIDi SEDIMENT TRAP 48" REPLACEABLE SIDE VIEW POUCHENT ISOMETRIC x6 C) SEDIMENT & HYDROCARBONS FILTRATION SYSTEM \ XoO° k0 STATE APPROVED - ASPHALT DIPPED " " 24"x42" - 6"0 OUTLET EXIST. CHAIN LINK FENCE". SAND COLLECTOR CATCH BASIN DWG # 6� PROD. MAN. OoUG P. I DWN. PAUL G. I SCALE NONE m U, h Gibson Steel Basins J SCE 1872 DATE: JAN. 23, 06 MODEL: SCBF10-42HB-6 a 94p 247 Washington St. Eugene, Or. 97401 ph: (541) 687 - 8672 fox. -344-0207 V 101 10 00 2 DOUBLE CHAMBER CATCH BA51 N C) O X191 �-o NOT TO 5GAL.E C)�° W � z d Z O� x Qz O W 1- cU>z (D 1 �d 0 �1g °` J 0 �6 X10 V - <W 0 0� 1- W T--0 ti 1� _~_- oMON►T CY) WELL �19� i W Q 479. x k10 1� 5 C) W ® �:.. 0 LL G k1°'O 10 y1 �P s�jB HC �,CATCHBASIN W W L� _VZ RIM=477.76 �� ( �'`- tt�� j 14"FL(W)=475.14 I ! 1 � 5 � V �Cl �� > 0 W tO (� cY7 CL p 0 cn 1 1 (� " v ...� k - GRA( VEL k�o X'10 X - one wtt� I d Dr9 11 C S ,2 x ----�0 �-a v -� /� �N �-27" WW AREA DRAIN 10" gr______ 10" t1, RIM=477 i4 OHP_ 24" ST--- -24 51TE VEVELPOMENT PLAN �-o 5GALE. 1 tl _ 40'-0 N FL=473 2 ...� 1Z o6 -..x =473. 13 Date Received: DEC 0 8 2015 ST MANHOLE 477- OP*E �: Original SiIbmiLLaI.�„��- RIM=476.83 11, =Z . ONE PIORL0 ORGANIC5 3661 OLYMPIC STREET 5PRINOFIELO, OR g7478 541-603-c5036 CONTACT: 5GOTT 05TRANOER ON ER ll E5E WATlYE: 170kqNkqI ND OEVELOPMENT 1600 OAK 5TREET EUGENE, OR 97478 541-603-&2&6 CONTACT. JU5T1N 5GHMIGK EMAIL:. j5chmick@windermere.com .'�►�. t i,�r ®yam. J 55kq ENGI NEER5, INC, 2350 OAKMONT k4AY, 307E 105 r� EUGENE, OR x7401 541-485-8383 x- ;; v CONTACT. M10HAa A. COX, P.E. i4 C> J EMAIL: michoelc®55wenin9eer5.com I REVISIONS date by SITE DEVELOPMENT PLAN job 15-7297 drawn MAC date 12/04115 checked filed SHEET 9 O 1 of 1 L 0 _2 O j, i€ ; # - .�. # -f�-_ UNION P , PACIFIC RAILROAD 44 StMil TCH BASIN j�_.RiM=477.59 €-f C #-•'!-- # t #j ,i# L #m 7# t "_'€ i .�j' { # ` I f__ai€' i`_1a1_s' CATCH BASIN 4FL= 476.72 �l" r ;RIM=477.04 t�' "_"«`. �� _"""` .v''` � E """'�;' �-' f . € 1 € �"T"i € �-I'"•i«'s"•.-J «j., I # j j 4" FL(N)=476.422 8° FLS=475.34 _« - _. Digitally signed bj Daniel A. Nelso l;. Date: 2015.1 0_11 15:07:47 0710 Z1,11� ri FIRE HOUSE 4 x CATCH BASIN X x : MONITOR WELL .g0 ti Q f RIM -476.43 v I , r 480.84 , 6" FL=475.22 z 7 0 �� J.✓°� _ E,.._ ``�.�, .«. i i "` \" , . = z �r 4, ' xM I x I tt'101 ! i \� J ! rr e .!`.. �, 4 if hx Fi QF _, F kE3 i1 % ?y w » x I 0) NP, 4 A"„ If TING AC x if �, i 478 --if «: h 1 I I # _„ € 1 �� #« # 1 D' » Q3J ti.,� �,..✓' € xxo I� I:::a\, _. r-�. x o LEGEND tea... I f /� I # I �' S `\ `1F oil 2' CONC. C1 j El r :., tf _ .,, a ��� J } '\ VALLEY GUTTER f r , 1, j j 1 „ X ;J \ PROPERTY LINE ,T I ( ST MANHOLE 6 ,> S7 x_ �� r \. n FENCE CATCH BASIN ! _ - 478_. RIM=477.63 �'T EXIST. CHAIN € i �. 1. j i r` LINK FENCE RIM=475.23 A fi FL(E)=474.13 1 ? �;. _ EDGE OF AC PAVING " 2'FL S =475.21 �`� 8" FL (N, _._ ` , `�� - ( �`� 8'FL(�)=474.98 `� CATCH BASiN �' r- r % �x 2 FL(kE)=475.58 j - € ,.. I , nth t CURB eW j t RI 476.61 ij FORMER LOG POND SITE a � { 1. i I ,' 6" FL=474.86 � � I X tI � � STRIPING "ATCH BASIN 1 Q x Nth, 1 " 1 EASEMENT i € RIM=477.45 € v ... 5 2'FL( )=4 ; ,. � EXIST CHAIN :� SIGN Z 2"FL =474.27 ; LINK FENCE I {; t i MAIL BOX z11 ! QPJ\� 6 ST; CATCH BASIN LIGHT POLE 6' INV=0.93 �✓ y I t ' LIGHT POLE WITH ARM I CATCH BASIN Q I I EXISTING 6" INV= -1.20 6> ST xi 7�� i�©' } 3 x_ COVERED STORAGE 1 ,R 477.48 5 POWER PALE ;k ST MRN 1 ' CATCH BASIN EXISTING - HOLE ; , , C«1 # I RlM-477.48 t I tir' i s GUY WIRE 3 f>fS` is=,Lf RIM=477.02 G ,� 1 COVERED STORAGE �� � 7Y 4" FL=476.00 i; 1 I 2'FL(N)=475.84 x i « " _«« O BOLLARD ST MANHOLE ( # S FL(E)=475.88\�G G * {, V I F�; GAS VALVE RIM=476.52 2'FL(S)=475,84 c, \5 �\��• w, I 4" FL(NW)=473.79 : ,. J��, j / " I �. C11 GA x I i"� S METER fi FL(N 474.17 € r: z ;� P f I x ✓� i �el 10' Ft�E)=473.07 r i 1 ~jfW w"� �"� �` �� /�, �,.. ,`' ;o UNKNOWN VAULT n v I ; �_� i 12" FC(S)=473.07 �1° .� ,.: � f ,, r° :�� � x y« t ��� � � ' � i r,'"..`�•`' : ? #`' 4 ;" I Ate., i �• �` Riz =' WATER VALVE 8 FL(W)=473.77 r t UKN MANHOLE _._ I CATCH BASIN - c .. - f , , F �gN", `; r K RIM=477.25 CATCH BASIN` "" FIRE HYDRANT I RIM=476.31 --�"1,r7p;,,,� � •, .�-;,1:.'µ �-- AC DRIVE & � -� te° _ r i RIM=475.61 �€ I € ARKi T � / ST MANHOLE ! 1 8" FL(S)=474.44 CA�CH BAST • '# \ _ 1 ORA Ef �. ,� i �� � P NG/S G y � `� '� � �u UNKNOWN MANHOLE RIM=477.35 RIM=477.02 �t I � _.'. a g. `��x «�� 8"f1(NW)=474.27 ��� €.. EXISTING w f.. _ ° i WASTEWATER MANHOLE tv, $ `- EXIST AC `TO'`�L(W)=473.69 �u^ ' �., I BUILDING m�� ' �� - -€` �� ., w I I 14'FL(E)-473.36 s, : �: r `. Orifi., `" �/ r `' oMONJTOR WELL STQRMWATER MANHOLE n .,>, �. _. .. r r VALVE ACCESS ., ..^... i x AREA DRAIN 14,j€ i t r 8 W �. _ _ _ PAVING UN �' �s = . w" \ #s 479.J? S; " f DER _ .57� i UKN MANHOLE �7 _ __w.w _. �4 ; i x ; CATCH BASIN r _ I -- 3 '"" RIM=477.71 9 \ ; 1 } i X43 ii -27' 14 Sr',i `� - � yt }tc� a� =� CONCRETE _. e1a ti V is . _WW MANHOLE x EXIST. CHAIN ;.......8 -._ `"; Qj ; "'" " RIM=476.68 -"` LINK FENCE xpi 27f,7 ...�.....M............_4787 ��' S i � ` r�`' �� k�P r i ,F ' 6U ` fi` G a `I BUILDING a 12 L NE =474.44 p $ # a i \ 6 FL=472.50 ri{` ( )- 8¢2t�$si C_ --EXIST GRAVEL I ~' 74L(W)-474.18 ! 14 INV= -2.35 , CATCH BASIN f 0 P OVERHEAD POWER LINE EXIST. AC IRE '.,...�. L .. \ '" 1 27„ F HOUSE #6 937.7p EXIST. CHAIN�J RIM=477,76 ., "` " t` r Wr1�... FIRE HOUSE 2 i �.. t 14 FL(W)=475.14 h s ,k, , "" ,. _:, \. GAS LINE \ , LINK FENCE j ' G 3.. 'i ... _ y 3¢ ... h __. W WATER LINE _..._....47 a . , MME <^ ._. �F W WASTEWATERSEWER x AREA �' 1 -� �:,_ �.�:: �... «`� ti. '� €,:. D�rT,� r RIM=476.02 -� �~ ST MANHOLE s f rrs _ _,_?74 a Sri v _ 1f ,, .�. t li 1. itY,i� 14 FL(E)=474.30 / �� '. . i !€I f : �a .., Eye , _. __ i --:.......... _ _._. r7' STSTORMWATER SEWER RIM=476.51 _ -� - - - M� ._ > > - - p ' 3 f. ST MANHOLE _ t 4 f=---� "� 27 _ sv) UN - TM 477 _ z° _a i W � ate . hrt� RIM=476.30 ��' _ __.. m• Gh w ` \ «,. ; ` EXIST. xt �� w ~ .,��� IOn iv --_ r Al .1_-g�� `` -� _� GRAVEL y{c� xAIN % ���.w » DRAINAGE WAY " ~ `" t( TOP OF BANK 0HP ,� 24°' gw _',0„ sot- _ `-,__wj•_ _ _ " "��� �`� \ ,� ...m -ZEXIST. OPP' 477.47 " 24' ST I s" l�� � w GRAVEL AREA DRAIN _.10,. I&� v RlM=477.14 �-Or`�'P..«._> _,_._•_ ......_ tf�_24`v1� � `-�• -24 GENERAL NOTES 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE, 2. ORIGINAL SURVEY DATA BASED ON 2011 SURVEY, AS -BUILT, PUBLIC RECORD DRAWING, AND FIELD VERIFIED OCTOBER 2015. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND AND PRIVATE UTILITY LOCATES MARKED BY CLIENT. NO CERTIFICATION IS MADE TO UNDERGROUND UTILITIES. TAX MAP 17-02-31-12, TAX LOTS 600, 700, 800 & 900 CITY OF SPRINGFIELD DATUM: FOUND LEAD & TACK MID POINT OF CURB RETURN AT TOP OF CURB AT SOUTHEAST CORNER OF 36TH STREET & "E" STREET. (RECORD ELEVATION = 475,36) EVGINEERING.! Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEn91neering.com Springfield OR I Salem OR REGIS=ERED A19 0"k tIII mylp DANIEL ADAM NELSON 84832PLS EXPIRES December 31, 2016 project title: ce 0 u >1111111111 UM1 z 0W J 0 V) viz �" } U z W 0 Q W U o� o Z o o a 0 W V)ce$ 0 LL_ v ® W6 o z IL UJ Z Q ('0 M/) CL revisions: ST MANHOLE RIM=476.83 date: OCT. 12, 2 01 5 l V d raven by: ,J LH /ARS 1 designer: DAN project no: 1 5_252 EXISTING CONDITIONS �� l V' "US) GRAPHIC SCALE DAt (t) �rlac LTO 0 20 40 80 sheet: (�G ( IN FEET) 0 F 1 DECD 0 8 2015 Ori ilal, Su"bmittal...-,.