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Home My WebLink AboutPlan, Tentative APPLICANT 4/18/2012McKENZIE HIGHWAY /MAIN STREET 32' " D/W 24 411MV EX. 30' D1W EX. 20' D1W FIL, 4 490 rya A ST V ST1126 N`GINEERING.- Since 1977 civil transportation structural - geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p: 541,746.0637 f: 541 746 0389 www. Branch En gineering.com Springfield OR I Salem OR QT PROFS 'i # 29*96 W --- 1 7- LEGEND f HOLLY ST -Z-: FIRE HYDRANT OREGON e J- LO C m BUS STOP UARY b V) LAND N EXPIRES: DECEMBER 31, 2013 (7) JASPER Rq project title:, 7N7 VICINITY MAP SCALE: 1 -1001 LE GE ND SITE DA TA EXISTING SITE PROPERTY LINE FLOOD PLAIN ro ro O O LU I.- En q* in C) M En En C11 O TAX MAP 17-02-32., TAX LOT 2201 f7ripmaht 0< ?012 PIrr(') Fn 111c C> McKENZIE HIGHWAY /MAIN STREET 32' " D/W 24 411MV EX. 30' D1W EX. 20' D1W FIL, 4 490 rya A ST V ST1126 N`GINEERING.- Since 1977 civil transportation structural - geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p: 541,746.0637 f: 541 746 0389 www. Branch En gineering.com Springfield OR I Salem OR QT PROFS 'i # 29*96 W --- 1 7- LEGEND f HOLLY ST -Z-: FIRE HYDRANT OREGON e J- LO C m BUS STOP UARY b V) LAND N EXPIRES: DECEMBER 31, 2013 (7) JASPER Rq project title:, 7N7 VICINITY MAP SCALE: 1 -1001 LE GE ND SITE DA TA EXISTING SITE PROPERTY LINE FLOOD PLAIN ro ro O O LU I.- En q* in C) M En En C11 O TAX MAP 17-02-32., TAX LOT 2201 f7ripmaht 0< ?012 PIrr(') Fn 111c EX. 32 f V1W i McKENZIE HIGHWAY /MAIN STREET ......... NSANOTES f: 541.746.0389 EXISTING SITE PROPERTY LINE CONSTRUCT MONOLITHIC SIDEWALK PER DETAILS 3 AND 5 SHEET C3, w w w. Bran c h E n g i n e e r i n g. c o m — — — — -- — EXISTING EASEMENT Springfield OR i Salem OR EXISTING CURB CONSTRUCT VERTICAL CURB PER DETAIL 2 SHEET C3. EXISTING EDGE OF AC PAVING PR ,, _... ___ EXISTING FENCE 3 CONSTRUCT ACCESS RAMP PER DETAIL 4 SHEEP C3. EXISTING EDGE OF Ac PAVING 4 CONSTRUCT 3" ASPHALT OVER 10'' CRUSH # 996 ED ROCK PER DETAIL 1 SHEET C3. ExIsriNC FENCE -- ___._ .._ PROPOSED BUILDING TAPER CURB HEIGHT FROM 0.5' TO 0.0' OVER 12" PER DETAIL 6 SHEET C3. OREGON ,,..- POWER EXISTING OVERHEAD l UARY E LINE CONSTRUCT 1 ' GAP IN CURB FOR DRAINAGE PER DETAIL 10 SHEET C3. `L EXISTING WATERLINE A N EXISTING WASTEWATER SEWER `0` r,.. EXISTING STORMWATER SEWER CONSTRUCT" WATER METER (BY OTHERS). EXPIRES: DECEMBER 31, 2013 b ' JUT PROPOSED JOINT UTILITY TRENCH FURNISH AND INSTALL I" SCH. 40 PVC WATER SERVICE PIPE. project title: W PROPOSED WATERLINE PROPOSED WASTEWATER SEWER FURNISH AND INSTALL I" REDUCED PRESSURE DOUBLE CHECK BACKFLOW DEVICE y f ST PROPOSED STORMWATER SEWER PER DETAIL 9 SHEET C3. i EXISTING GRADE BREAK INSTALL ELECTRIC TRANSFORMER (BY OTHERS). f t, ELEVATION CONTOURS FLOW ARROW 11 CONSTRUCT JOINT UTILITY TRENCH (ELECTRIC, PHONE AND CABLE TV). i h EXISTING WASTEWATER MANHOLE G W 12 CONNECT TO EXISTING WASTEWATER STUB, VERIFY SIZE AND ELEVATION IN EXISTING STORMWATER MANHOLE FIELD. f j , t 3 } FURNISH AND INSTALL 4" WASTEWATER PIPE WITH TRACER WIRE, SEE DETAIL 8 ; f L ; £ EXISTING CURB INLET SHEET C3. { { } PROPOSED ODOT TYPE 'D' CATCH BASIN s 14 FURNISH AND INSTALL 4" CLEANOUT PER DETAIL 7 SHEET C3. D PROPOSED CLEANOUT PROPOSED DOWNSPOUT 15 INSTALL 4" PVC STORMWATER PIPE WITH TRACER WIRE, PER DETAIL 8 SHEET i - - C3. i J f g I PROPOSED TRANSFORMER f 16 CONSTRUCT 2'X2'X6" RIPRAP SPLASH PAD. ' I A ' PROPOSED WATER METER r) y PROPOSED DOUBLE CHECK BACKFLOw PREVENTER 17 CONSTRUCT SWALE PER DETAIL 10 SHEET C3. EXISTING POWER POLE 18 INSTALL 9" RECTANGLE NDS AREA DRAIN OR APPROVED EQ. G EXISTING S ' IN s 4 i EXISTING DECIDUOUS TREE { i o EXISTING SPOT ELEVATION y j r NOTES X FL-407ti 8t) FLOW LINE ELEVATION I. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE AC:407.80 WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS TOP OF ASPHALT ELEVATION REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL TC:4O7•80 TOP FAGS OF CURB ELEVATION EXISTING 'UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY 3 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE f CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE r ALERT (USA) AT (800) 227 -2600 TO INDICATE EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. { 2, AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, Lu uJ ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, E SITE DA TA ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR SHALL STORM Fm Lu u NOTIFY< BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY r Loo ALL SURFACE STORM RUN OFF WILL DRAIN WEST AND THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES, ENTER PROPOSED RAIN GARDENS THROUGH GAPS IN THE 3. SITE PLUMBING SHALL CONFORM TO THE UNIFORM PLUMBING CODE AND 00 CL CURB. ROOF DRAINAGE WILL BE PIPED TO THE PROPOSED MANUFACTURER'S SPECIFICATIONS. z - RAIN GARDEN. 4 THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AND SECURE APPROVAL OF THE PLAN FROM THE CITY AT LEAST FIVE (5) WORKING DAYS PRIOR TO revisions: UT AND FILL STARTING WORK. CUT 420 CY t 5. STORMWATER AND WASTEWATER PIPE MATERIAL SHALL BE SDR35 PVC, UNLESS FILL 200 CY t IT IS WITHIN 5 FEET OF A BUILDING, USE SCH. 40 PVC WITHIN 5 FEET OF A z BUILDING. { UTILITY VERIFICATION date: 4/16/2012 drawn by: ARS PRIOR TO START OF ANY WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION, designer. LB ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES THROUGHOUT THE SITE AND AT THE POINTS OF CONNECTION. THE CONTRACTOR project no: 12-054 SHALL VERIFY THAT THE PROPOSED UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES & IMMEDIATELY NOTIFY THE CLIENT REPRESENTATIVE AND BRANCH ENGINEERING, INC. OF ANY CONDITIONS) THAT WILL PREVENT CONSTRUCTION OF NEW ' UTILITY SERVICES AS INDICATED ON THE PLANS. PAVING AND UTILITIES R E C V i 5 Deet: A. Zo2- C 2 s STRAIGHT CURB SECTION DUMMY JOINT ---` N. 4 THICK P.C. CONST• 6R WIDE (NOM.) 31' COMPACTED THICKNESS CLASS f`c= 3,000 PSI 6 1/4" DEEP 'V' GROOVE CONCRETE SIDEWALK /`- CURB AT BACK OF RAMP PROVIDE 1 112" DEEP CONCRETE, 6X6 1010 WWM WITH BROOM FINISH UNLESS OTHERWISE DIRECTED g DENSE GRADED HMAC --. 6 FROM FACE OF CURB. REINFORCEMENT SEE DETAIL 5 THIS SHEET ranch CONTROL JOINT u,.^ . (COMPACT TO 91% RELATIVE SIDEWALK OR " 4 )' THICK P.C. l RADIUS TYP: :, ., AT 6,--Q„ MAX. ... ; t 2 RAD _ COMPACTION RICE) TOP SOIL : w - f' -._'_ --- CONCRETE SIDEWALK _ ----_ CONSTRUCT JOINT WITHIN & 2 _. __._ .,..._ ,. WITH BROOM FINISH -- 1 - - - 6 HOURS POUR s OF P R .,. a... , Civil transportation ta m , structural e , al otechniCal 9 S U R V E Y l N , , r , ti , , _ e .h vs „ , , , - ,: : ,.' - J ,.' , , .•._. .. ,. ,. .... ,. .M• ... «... .. - ,, x.. f';'E},... 31 5th Street : , 2 314'-(0) CRUSHED ROCK, Springfield OR 9747 COMPACTED AT 959 p• 541 746 4637 J , , Y - r y , " f. 541.746 03 89 Slope 2% max ECATt E COMPACTION SCALE PANS LE FROA L :,`• ,; `'', ` www.BranchEn ineerin .co rn MODIFIED PROCTOR < y I .3 max. aSpringfield OR Salem OR COMPACTED SUBGRADE a Slope 8 3% _ ,, . r :_ 9 12 AS PER GEQ- TECHNICAL 10 314`-(0) CRUSHED ROCK, _., : < . _ OBSERVA ION ::::::::::::::: NOTE., Truncated dome detectable warning surface COMPACTED AT 95% SITE PAVING (SLOPE TO ;•.: :::::. g " F. PROVIDE 1 It2° DEEP ,'. DRAIN GRADING r) )a_ O COMPACTED SUBGRADE --"' Q PRO RELATIVE COMPACTION (2) 3/4 (Ot CRUSHED ROCK, CONTROL JOINT Landing Area (Min. level area 48" x 48 ") AS PER GEO-- TECHNICAL 6X6 1010 WWM REINFORCEMENT MODIFIED PROCTOR 8 PAVING PLAN) AT 6)_0)a MAX,. : „ ; : - SUB -GRADE For the purposes of this application, C COMPACTED CRUSHED ROCK CONSTRUCT JOINT WITHIN > > P P pp OBSERVATION COMPACTED SUBGRADE 16 HOURS OF POUR (SEE DETAIL 5 THIS SHEET) :% _ ,wf' a 29 maximum slope (For drainage) is considered level # 996 A C PA VING SECTION VERTICAL CURB DETAIL U3 U4 U5 OREGON SCALE, N.T.S. SCALE, N.T.S. SCALE, N.T.S. SCAtLEs N.T.S. SCALE. NONE ' e'ARY e, T'° LA1 RISER O, D. CAST IRON FRAME AND PLUS 112" MIN, FINISHED EXPIRES. DECEMBER 31, 2013 COVER - ADJUST TOP TO GRADE WITHIN OUTSIDE UNDISTURBED MATCH FINISHED 2') MIN. PAVED AREA PAVED AREA SOIL project title: GRADE I ti „ F.- SCN &O ELLS TYPICAL LOOSE RING PVC SCHEDULE 80 FLANGE _ - _ - _ _ A STEEL BOL TS STAINLESS S AND NUTS , ,.,.. .. .. PAVING i BALI_ VALVES 2 STRUCTURE :, i i _ _ ,,j, 0 VALVE BOX CARSON 2436 -18, PROVIDE 114 CLEARANCE 1.ri COMPACTED , --i PROVIDE STAINLESS STEEL BACKFLOW PREVENTER BETWEEN CONCRETE PAD-, - NA T I VE 14 HOOP CENTERED ____._ __ _. LOCKING BOLT AND WASHER. AND RISER PIPE. 2 ... I _._., " IN COMMERCIAL BA CKFIL L ti MIN. ,.- 4 GRADE CONCRETE t:_ MECHANICAL PLUG, ., I O MIN. PAD (WITHIN TRAFFIC COMPACTED 314 -0 COMPACTED 314" -0 AREAS ONLY CRUSHED ROCK CRUSHED ROCK , 3 MIN. GEOTEXTILE FABRIC BEDDING f -r- AT BOTTOM OF sox ..f_. AND COVERING ANY , v M! HOLES , , _ •. :.-. ,.., :. -:_, ., .,._.. „ _. < rfl : , SUPPORT f r t` r'st1u i t __ BRICK PROVIDE TRACER WIRE _,. SUPPORT PER AS REQUIRED -- : r - - BRICK - - .:, LOCAL CODE. f _, . ' -, e . tt j p, ' r.. i `. `,Y'i. _Xr } ... _. I - „ ! I`-S i .. X`'3 -fir e f r , , , 11 r: 11 . # , 1 1 f _ r i A „tri•-'-tl,f _, ,.,_. 11'7:-! ,.I17111:"-, s# 1_.. ? E .il:_:_1i1._I .._ f,_..,Il.._i.._ -1, i,__..,,_ -.I, € ,___i4i_,._t„__.1,(___(,I_._:t 6 MIN, t- _ ,. __. 12 11 r I __ ll,_. .__l, ..._ ; .. __ i _ r • SLOPE PIPE SIZE AND TYPE 4 4 t k ;t l U is t t tip t' F .' 7? , a +r 1! - l ; ; F R _ , Pz PE PLANS ! _., BEDDING .. UNDISTURBED SEE TYPICAL B INCOMING SCHEDULE 80 ALL PLUMBING FROM METER TO a, ( :.._ . TRENCH / DETAIL SUBGRADE PVC PLUMBING BY THIS L TO EL BE SCHEDULE 8Q PVC LICENSED PLUMBER , : NOTE, , E UN STUBBED DI r 318 X 3116 WASHED ROUND T a AT CONTRACTOR'S OPTION, MULTIPLE 1 T C N R P ON ! E T 1 IES MAY H S 0 MUL L U L BE LOCATE 1N THE SUBGRADE D . COP T 1 I MAC ED UND STURB D EAR T14 E EA T 1 A TRENCH. CONTRACTOR HA V R1FY -, N COMPLY ROCK MINIMUM 4 DEEP SAME REN N C A TORS LL E A D COM L WITH LOCAL NOTE.- - LO A N SEPARATION 10 T AND STATE CODES O UTILITY SE R T N REQUIREMEN S. HORIZONTAL 1. CASTING SHALL MEET HS20 LOAD REQUIREMENTS. 2. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. 4" MAX SIZE) SEPARATION .BETWEEN JOINT TRENCH UTILITIES SHALL BE 12° OR ( ) GREA TER. 3. ALL CONCRETE SHALL, BE COMMERCIAL GRADE CONCRETE VI TRACER WIRE AS REQUIRED Y E. 6 CURB ENDING U7 CIB"O UT 4 PROVIDE EQU ED B LOCAL GOD IC T SCALE, N.T.G SCALE, RT.^ SCALEI N.T.S. SCALE, MT,Sa ) 7 U.1 LU ULJ Ca :._ S .'; _y, t ,__„ C;, ,•t i ;..a{ ';,_._,( ,.. 1_..t( 1 4 } yYt` LLJ I' A GAP ALONG STRAIGHT LENGTH OF CURB VERTICAL CURB BEYOND revisions: J AC PAVING AT 1 ` 2 `X2'X6' DEEP GAP IN CURB B MATCH EXISTING GRADE RIPRAP SPLASH PAD ELEVATION PER PLAN - 2'X2'X6' DEEP -/ _ , -- : -'_ ,):, -. _.`> _ti./, ; • RIPRAP SPLASH PAD t A ry,° _._ ate, ( ., c. r ry, date, - _.., . _ - r u , — . 4/16/2012 } x ^ v4 drawn by: ,q}S 4 ., -. }. ._., ,. ... ? .: 5.._. :, ,. ,, _ .;,.. :, "+,.,. G> ,. *.., .- 'iS,t. -:- 'il -,:-. ... .. ,,,_'•y,_ x.1..1.,._, ..s . \,_ , BOTTOM ELEVATION - 488.0 t, O .- `•'•?1r' ^ , r3:= ;J"'•t' *-.1 \^ 1 ^""" , 1r"' °. _ ;r Js- .tr;.i '^ !2`T .: Gy--- WIDTH PER PLAN = _a. -. t _ _ designer: LB v B - project no: 12-054 Ui r I GAP A T CURB CORNER DETAA I LS Ln Q _ _ SECTION A -A SECTION B -B 4 r,t Date n sheet: UO SECTION SCALE -t N.T.S. Original Submittal copyright Oc 2012 F3ranrti Engin?ering, Inc. 0i -:1-D paoks