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Home My WebLink AboutPlan, Tentative APPLICANT 11/10/2009 ~ TM nv c < ~~:~ ~i - - ~4 a .~ . _ 1 ~..~ ~ I / <r/fA,......<.~;,.:..<I-~- .J: 11.<<' /I.A'</~f~~~~ -=-... VJ lOJ '.. ..J./t'f!/flilli M~ / .'~Ad;:.ma;:~' - 4..c.c OJ: ~~- . - 2525 OLYMPIC STREET, SPRINGFIELD, OREGON 97477 Home Improvement Center PROJECT LOCA TION r--. , T ~O 4( PAGE ~ ~ 0119.- ~ a:: SCHOOL I a:: ~ _N ti I r ItiI 1 m ~mR\OGE L_-~\;G ~ 1 ~ LOMOND 19 I - -- -T I l..d~"MB\.: f .. :tI ~ I~ II) FIRTH N II I Q ~ ) u -.8..,... CARRIAGE BONNIE S ~ ST. T sr:- ~ is! · d ,..: ,..: 1n .... 2000 MARCOLA ST. ~ FE ~ II) II) ~II I iE j;51 It) ~ ~ ClO 7 J :: I l:tl - ~ r;:.~~ @ @ I LPIEDMONT J ,..: ~SPRINGFIELD --' - f/) ~J 0 MALL -- ST. ~ i!: - nlvuP1C ~ST : :;.. ..~ ~~:!! 1: SCOTT I~ ... ST. i ~ E ~ LST PARKER : .'$F CENTENNIAL ~ MODOC XI J ST I ST 7/ U~K ~NZIE f ST VI1LLAMALANE 1000 1A!!!..!....IlIIf:TT~ H PARK 0 =~ ST . G ST" ~It; SAIN"l' F' ST ALlC E SCt OOL E .:J U ST \)11. ~!{~" 4fe-~ ~ \ r .,()o~ ~ ROAD """T I T -..... " . 1Nrs ~S7:A rE: 105 BLVD F ST EST ST .... f/) 0 ST C ST B ST 500 I o ~T C ST f-- << A ST - VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER PACIFIC COAST OPTIONS LLC 2600 HWY 99 NORTH EUGENE. OREGON 97402 APPLICANT JERRY'S HOME IMPROVEMENT 2600 HWY 99 NORTH EUGENE. OREGON 97402 A TTEN: DENNIS OREM GENERAL CONTRACTOR CHAMBERS CONSTRUCTION. INC 3028 JUDKINS RD. #1 EUGENE. OREGON 97403 PHONE: 541-687-9445 FAX: 541-687-9451 ARCHITECT ROBERSTSON/SHERWOOD/ARCHITECTS PC 132 EAST BROADWAY. SUITE 540 EUGENE, OREGON 97401 PHONE: 541-342-8077 FAX: 541-345-4302 ABBREVIA TIONS ct CENTERLINE EA EXPANSION JOINT ELEC ELECTRICAL EQ EQUAL MAX MAXIMUM MECH MECHANICAL MIN MINIMUM OFCI OWNER FURNISHED. CONTRACTOR INSTALLED OC ON CENTER SIM SIMILAR TYP TYPICAL DRAWING SHEET INDEX A 1 COVER SHEET ISITE PLAN C-2.0 GRADING AND DRAINAGE PLAN C-3.0 UTILITY PLAN g, V) ....... U <l> ....... :.c u '- <C ." o o ~ ., .c en c o en 't ., .a o IX 0\ o o N @) t) ~ OL YMI IC /' ~ .... If') t- C Q (I) KA THRYN . -~i!5a::i5 II .5. If') :1 ~ i5 ~ i5 . .CE~TE:N~\ I ~ If') ~ I' . ~_J A~ ~NOUSTRIAL - ~ ~ --...., I.... . ---- ....... )\.. " ~ ~:n - If') iE ~ST . --- - E - @ SYMBOLS ~ ~9 BUILDING SECTION ........ @ EXTERIOR ELEVATION -@ DETAIL NEW 8" DIAMETER, 42" HIGH STEEL PIPE BOLLARDS WITH CONCRETE DOME TOP, TYPICtAL. SP ACE BOLL1RDS 74H o.c.", i "" CODE ANALYSIS LOCA TION: 2525 OLYMPIC STREET. SPRINGFIELD, OREGON MAP AND TAX LOT NO.: 17..;.03-25-43. TAX LOT 8000 ASSOCIATED LAND USE PRIOR JERRYS SITE PLAN REVIEW: 2001-08~0160 APPLICATIONS: PROPOSED USE: NO CHANGE IN EXISTING USE AS JERRY'S HOME IMPROVEMENT CENTER PROPOSED LAND USE CODE ANALYSIS, BASED UPON CITY OF SPRINGFIELD DEVELOPMENT CODE ZONE: MRC - MAJOR RETAIL COMMERCIAL DRINKING WATER PROTECTION OVERLAY DISTRICT 6.000 SF ~ 50 FEET (~ 10 FEET ~ . MAPLE SCHOOL 1.sIt- .... f/) 0 ~BENS ..- C ~ ~ ~ FE ~ON N G ST N ~ tnl Izr F ST I ~ I~ -!t! "vr [In E ST ~ ~ . . MINIMUM LOT SIZE: MINIMUM FRONTAGE: MINIMUM BUILDING SETBACK: MINIMUM PARKING AND OUTDOOR STORAGE SETBACK ABUTTING RESIDENTIAL ZONE: EXISTING SITE AREA: EXISTING IMPERVIOUS AREA: EXISTING LANDSCAPE AREA: PROPOSED IMPERVIOUS AREA: PROPOSED LANDSCAPE AREA: 7 FEET (~ 465.904 SF 408.551 SF 57.353 SF 408.718 SF 57.186 SF GENERAL NOTES 1. CARE SHALL BE TAKEN TO ENSURE THAT CHEMICALS USED DURING CONSTRUCTION WILL NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. NO PAINT WASTE OR CLEANING MATERIALS OR WASTES SHALL BE ALLOWED TO ENTER THE SOILS OR STORM WA TER SYSTEM. 2. IN ACCORDANCE WITH SDC 3.2-425(G)(6). MAXIMUM NOISE LEVELS (MEASURED AT THE PROPERTY LINE) GENERATED BY THE DEVELOPMENT SHALL COMPLY WITH OAR 340-035-0035. NOISE CONTROL STANDARDS FOR INDUSTRY AND COMMERCE. 3. DIMENSIONS ARE FROM FACE OF FINISH UNLESS NOTES OTHERWISE. 4. CONTRACTOR RESPONSIBLE FOR ANY RECONFIGURA TION OF LANDSCAPING SPRINKLERS REQUIRED AROUND NEW CONCRETE PADS. 5. SLOPE NEW CONCRETE PADS TO DRAIN TO EXISTING DRAINAGE SWALE CATCH BASIN. ~ os 0" <C~ 0.9 ~5 wOO 0::" Uz ZF 0(1) u- X lL.W OlL. wO (.!)w 0" LaJo ZW g~ <C~ '- EXISTING PAVlNG~ 5' -0" 12'-4~ ~ ~ ~~I~~NG CONCRETE '- f1 J / rNEW 36H WIDE ~./,/ / CHAINLlNK GATE ~ NEW BLACK 2~ METAL FENCE ....J ~ ~ ~ L:'- l POST, TYPICAL ;." d ~"'\.~u ~ NEW BLACK ..~ '\.. CHAINLtNK FENCING ..... "" ~NEW CONCRETE PAD "'-- NEW GENERATOR o :> o /1' 1\ o ~- y ~ " .., '-EXISTING LANDSCAPE AREA ~ - ) , + - . fl o I "0 .... ;'t--J NEW PROPANE J STORAGE TANK NEW CONCRETE PAD 10' -0" - MINIMUM _ - - ~ + ) \ I + \ ~ ) + + + ~ / / - - - - - - - - -- - . '-RESIDENTIAL ZONE~ NORTH ~:~~~RATORPLAN ~ I I .. CO CO ~ ILU I~ r..... !P .... o 2: s: o I ;,. --- ~ - - -.---.. IllS . UlJ I I I I i'~~.;~\D~~~\ .- - ~iX~ 588'03' 47"E o ~~T( o I UJI a ~';- r-.... ~ !P CO .... 0) o N :z: " y ~~ / / / 58S'03' 47"E - - 9S.40' , ~ y os -- - .. lCJ I2SI f8\ ~ -- -H s: (0 t 0, ~ SITE PLAN ~ 1"= 40'-0" NEW BLACK 2" qj RAFTERS NEW BLACK CH AINLlNK FENCING NEW BLACK 2" qj METAL FENCE POST, TYPICAL t ("t4 I r-... NEW 36" WIDE CHAINLlNK GATE ~l ~ -)57 g ~ ~ 01:) ~ ~Q)U OJ ('It') .o~ f'O +01 '- .c f'O '- o u 0 a. 588'04'12"E 583.07' , - - EXISTING CONIFER / TREE LINE EXISTING SPLIT FACE CMU ACOUSTICAL WALL PROPERTY LINE . -to - - fr ~II ~~ "1* !Poi (5ILt') 2:1 II ,I ~rtr ~:~-~.~T( i ~ i ~ i ~ i ~ i ~ ; ~ / ~ ~/~ ~. ~1. t" )It,, (! ~ ~ t ,,------------- /, ,-~l t" )1. t " )- /,,"-' ( ) """ ~" /// ',---------------------_____~I I --- -----------~------:" ~ // -+11 ~~.-: -_ =__ - _~ if .,.:. 111111111 ~ :~~- ~~~ ~~ · ~:;D~ -. -~ :M ~ :I::I::I~ l~mmrS . [] [] [J ? z ~, .q- ")r ") ( 1 oJ.l...) ;; ';:; CO < 1~Z - . ... r-I"'.."'.. 1 ~ :~i~ i~ ~.i)lJ n . I I I r · r - -: - -:- - -:- - - - - -:- - -:- - --: - - -.- - -.- - - -: - ->- - ~ I J. · I 1 . I . I L__, . .. I I · t I 110.50' l~- ~I ~ ~ ~ ,"..'" \~T( . IT 1 .t::. U l.- e::( ~ o o . ... ell ,c en c o en .... ... ell ,.a o a:: ( -.--- ----) --.- ) c-~ j?D u 0.. V) ........ u (I) ........ .- 1 1 ~ \~T( \~T( \~T( ~~T( '\ ~ T( \,~T7 - i--- - -- -- -~ -- - i--- -- 1 1 -- - f-- - -- -- - I--- - :--- . I -- -- )1.t - i--- . - -I- . . \ )1.t " )It,, ) )1. t c . .. Zz 00 -- en I- <<nu -:) ~.o:: lOl- JU) U)z 3=0 .....u -0:: >0 ~.... .....1- 1-0 -z en 11 ~ II~ t. j . I. I. . . . . . . . . . r--, --- ~-~ 1----1 --- ~-~ 1----1 --- L_...J - piJ I ~ - I I l ~LLL i~~~ I J"" k-\ · . . . . . . -:-1 I'\. _ . UlJ s---. IVUlI ~ VUlJ ~ j2 ) "-- os U5 III DB lIS' III U5 U5 PlI NSS'03' 47"W S05.27' I r..... " ~ N NORTH ~ '" ~ g / NEW BLACK CHAINLlNK FENCING ON SIDES AND TOP OF ENCLOSURE NEW BLACK ROOF STRUCTURE I- LL.I LL.I ::J:Z (/)<:( a:..J LL.lC- >LL.I ot:: uv) I' I I " r-NEW BLACK 2Uqj METAL Ikt FEN CE POST, TYPICAL I = o 1 00 I ~ I ..I NEW GENERATOR s: /1 !/ r---------~ r T L_J ,-_J NEW CONCRETE PAD G):~=~_~RATOR ELEVATION J 0 , A1 Date Received: 1/4" = 1'-0" NOV 10 2009 E o u -d o o ~ "- (I,) .t: (I) e:: o (I) 1: (J) ..Q o "- :: ~ == ""N ""0 2M N~ .1/) CW)~ :a:"- tJ)~ 0.1.&. o oq- tJ) (I,) ...., .S 5 V)oq- ~S\ ~ e:: "00 tOo 0(1,) '- "- mo ...., .. (1)(1,) tOe:: W(l,) NO ~a3 A1 r-- ~ 1;0\ es t;;g u ... .- 0 ca. .. e." >'ii 0= an~ N .- ana Nc/) L. o ... I t! ....CII c C CU CII EC) CU ... > CII e1: ~CII EU - " CU. ~c: :E:.! en N .. C >CII ...~ ... u J;:e Il ..... M b PIPE SCHEDULE PIPE , DIAMElER LENGTH SLOPE (FT.) (FT.IFT.) [IJ EX 24" 48 0.005 1Il EX 18" 93 0.005 1Il EX 18" 45 0.005 [!] EX 8" 47 0.0067 rn EX 8" 10 0.005 l1J 24" 138 0.0025 [f] 8" 23 0.005 00 8" 89 0.005 [!] 24" 69 0.0025 [jQ] 8" 49 0.005 [ill 8" 10 0.005 rrn 12" 241 0.003 lrn 8" 10 0.005 [ill 12" 244 0.005 l1ID 8" 10 0.005 IT!l 8" 10 0.005 ffl] 24" 109 0.0025 IT!l 12" 209 0.003 ~ 12" 325 0.003 ~ 24" 325 0.0025 ~ 8" 56 0.005 ~ 8" 40 0.005 ~ 8" 43 0.005 ~ 8" 23 0.005 ~ 8" 22 0.005 ~ 8" 37 0.005 lW 24" 348 0.003 ~ 8" 10 0.005 ~ 8" 10 0.005 ~ 8" 37 0.005 ~ 24" 311 0.003 ~ 8" 10 0.005 ~ 8" 10 0.005 ~ 8" 9 0.005 @ID 15" 103 0.005 ~ 8" 16 0.005 ~ EX 15" 15 0.005 ~ 8" 66 0.005 @ID 8" 91 0.005 [1Q] 8" 66 0.005 ffi] EX 24" 365 0.003 @] EX 24" 208 0.0044 ~ EX 18" 72 0.005 [El EX 8" 62 0.005 ~ EX 8" 19 0.005 ~ EX 18" 37 0.005 rm EX 18" 95 0.005 GRADING NOTES 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY CONSULTING ENGINEERING SERVICES, DATED 11-18-99. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. U T N THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. CONTRACTOR TO CALL 48 HOURS PRIOR TO PLANNED EXCA VA TlONS. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. STRUCTURE SCHEDULE # TYPE RIM IE (OUT) CD EX OUTFALL --- 458.0 rv EX MH 465.1 458.2 @ EX DITCH INLET 459.7 459.2 r!J EX OUTFALL --- 460.2 @ EX MH 464.0 460.4 @ EX CB 463.0 461.6 ~ EX CB 464.3 461.2 @ CB 464.8 461.4 . @ CB 464.6 461.8 @J MH 466.4 460.8 @ MH 466.3 460.9 @ CB 465.9 462.0 @ CB 465.8 462.2 . @ CB 465.5 462.5 @ MH 466.6 462.7 @ CB 465.5 463.2 @ CB 465.5 464.1 @ CO 466.7 4639 @ 60" MH 467.3 461.2 @J MH 467.9 462.8 @ CO 467.9 463.8 @ CB 464.5 462.5 @ CO 467.8 462.5 @ CB 465.4 462.7 @ 60" MH 466.2 462.0 @ CB 465.7 463.5 @ DITCH INLET 465.0 463.0 ~ CB 468.1 463.2 li9) CB 468.1 463.6 @ MH 468.4 463.1 @ DITCH INLET 466.5 464.0 @ CB 468.1 464.4 @ CB 468.1 463.8 @ CO 468.3 464.0 @ CB 467.6 465.0 @ CO 468.6 464.6 @ DITCH INLET 467.6 464.7 @ VERIFY --- 464.1 @ MH 469.0 464.1 @ CB 467.5 464.8 @ VERIFY --- 463.8 @ CO 468.1 464.7 @ VERIFY --- 463.6 @ CB 467.5 464.4 @ VERIFY --- 463.4 @ EX MH 467.7 461. 7 @ EX MH 465.2 460.7 @ EX CB 464.8 461.5 @ EXCB 465.4 461.3 @J EX MH 466.0 460.4 @ EX OUTFALL --- 460.2 ~ EX DITCH INLET 459.7 459.2 ~ CO 468.1 464.7 tr) "",,- t 'ff -~ 58.84 58.84 ~4 0) <tf 'Oct - -~~ -~ U> 8 . € STREET ----x--~ .3 -;- S5 MH - --- - - STORM DRAINAGE NOTES ~):.~ 1. EXISllNG DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE 'CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND lOR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF - WAY. 5. ALL UNSURF ACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPL Y STABILIZATION FABRIC TO ALL SLOPES 3H: 1 V OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH CITY SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND ALL SLOPES SHALL BE 2: 1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON- SI TE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P .D.E.S. PERMIT FOR STORMWA TER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WA TERWA YS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RA TE OF STORMWA TER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO SHEET CS-1 13. FOR LAYOUT INFORMATION REFER TO SHEET C-1.1 14. GRADE TO MAINTAIN ACCESS TO Q STREET FLOOD CHANNEL, TYP. 15. ALL CONSTRUCTION STAKING AND BLUE TOPPING REQUIRED FOR HORIZONTAL AND VERTICAL CONTROL FOR ALL UTILITIES, EXCAVATION, FILLS, PAVING, CURBS AND STRIPING RELATED TO THE SITE AND BUILDING CONSTRUCTION TO BE PROVIDED BY THE SITEWORK OR UTILITY CONTRACTOR PERFORMING THE WORK. 16. . 0 - C C HAZARDOUS MATERIALS USED DURING CONSTRUCTION AS DEFINED IN SECTION 2.020 OF SDC ARTICLE 2 - DEFINITIONS SHALL NOT BE ALLOWED TO ENTER lHE SOILS OR STORMWA TER SYSTEM. NO PAINT WASTE. CLEANING MATERIALS. OR WATERS SHALL BE ALLOWED TO ENTER lHE SOILS OR STORMWA TER SYSTEM. \1/ ~ I v {\-J (; 0 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WA TERTI GH T. -- VL= ~ . ELEC. TRANSFORMER I ON CONC. PAD I --, ;::- --> I?~NU~~~'?~ /~ I l NOT A : x 464.3P ART I I I I /i' I oo6f ~) X 464.4 \ ) TOP 14~' O.t. ~IPE 1 3. \ 4. /' ~ " / STORM DRAINAGE PIPE WITH LESS THAN 2' -0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H- 20 LOADING. X 464.2 ALL ONSITE STORM DRAINAGE. PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. ADS N-12 OR APPROVED EQUAL. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB. (WHERE APPLICABLE). 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. ~ f~3'\ \) ( '" ~.r-- ~ J- '\ · c ,,---""-" c / fIll"\ " '\~, / / 1463.4./' ~ / --.L _,.-/ X 465.3 X 464.6 X 163.8 CURB INLET TOP= 4&?)7~3 F.L.= 46~:f8' . lIN~NC.N .- ---....-- --- -....-.....-... -- ..... U) 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH . PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNP A VED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". ~ ---~ =- - ~~A~ -. 10. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR - - INVERT FROM INVERT IN TO INVERT OUT. --- -- ~ ---- --...- - - ---- ...--- ~ ----- GRADE BREAK . ........-....-- .........-- ~ ..-- ~..~.. . . ~ . ......,,--. ~ ..- --- --- .....---- ......-....- ------- '"...:-- ~ - .-=...:..:---= - - ~ - 11. CONTRACTOR TO CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO · r ELEC:VAuCT' -- PROPOSED STORM DRAINS AS SHOWN. _ _ _f__ LEGEND ~46'0 --- EX. CONTOUR PROPOSED CONTOUR SPOT ELEVATION @ STORM MANHOLE c;g DU. AL CHAMBERED, ALTERED · CATCH BASIN DUAL CHAMBERED, FILTERED CATCH BASIN WITH WELL HEAD PROTECTION SIGN DITCH INLET ~ ~ ".,-- --... ~ X464.3 f "-- ( '" Ale PAVEMENT 0 x 467.5 X 463.4 ~ 3.5 .-r- "^ / X 463.3 '\ - l ~462.4 " \ ~ / -J.....- x 466.8 . . [~ o DITCH INLET WITH WELL HEAD PROTECTION SIGN @] CONNECTION FOR UPPER CANOPY ROOF DRAIN LEADER @ ClEAN-OUT TO GRADE (COTG) ~. STORM DRAIN PIPE o D . ( FINISHED FLOOR ELEVATION x 465~ --.- . HIGH POINT GAS LINE CENTERLlNEDRlMA~D ~E x 466. 0 PER REEL 179/44348 lUl ~ FFE HP -... - ~ ) " ') I ~ ---- - -- -....... j SAWCUT @ PROPERTY LINE ",.-- X 464.7 --.. ( X 466.4 X 465.8 SLOPE AWAY FROM EXISTING BUILDING ............. .1 I / X 467.0 L- SAWCUT @ 2' FROM PROPERTY LINE tiTS OF U XPOSED EMENT EXiSTING BUILDING SLOPE AWAY FROM EXISTING BUILDING -1- ----I _ l CONNECT TRUCK WELL DRAIN TO STORM SYSTEM W/ SPILL SHUT-OFF VALVE. SPILL SIGN TO BE POSTED AT DRAIN W/ SHUT-OFF VALVE. SEE ARCH. PLANS C> o N .,..- :I: ..., C> ~ (/) C> Z ;E <C 0::: C ~ ~ 0::: 0::: Lt.J ~ 9 Lt.J i:i: C> z i2 0.. ~ 0::: ~ 9 0.. X 466.3 c . , SLOPE' AWA~'crROM EXlSllNGp / ...=... w w X 466.8 rAI I P A VEt\ GRAPHIC SCALE " ~-L~ x,f~ " -I I 40 0 ~ 20 40 80 I I I ( IN FEET ) 1 Inch = 40 It. - OH .64.8 2' WIDE STOR WA TER CONVEYANCE ITCH (TYP.) WOOD POLE wi UTiliTIES . "' MH RIM= 468.17 LE.(st)N)= 464.07 LE.(8"E)= 463.92 I.E.(8"W)= 463.8 T , . ' " , 4.t ". " "" , f4 -;-.' . . DESIGNED BY: ISSUE DATE: KDK ORA WN BY: 8/02/01 MWS PROJECT NO. CHECKED BY: SGF 016810 NO. DATE BY REVISION DESCRIPTION . 8/06/01 PACLAND PERMIT SUBMITTAL Pacific Land Design Planning, Engineering,. & Development Services 10121 S.E. Sunnyside Road, Suite 215 Clackamas, OR 97015 (503) 659-9500 FAX: (503) 659-2227 .. J~!1J!!' McKENZIE FIELD CENTER SPRINGFIELD, OREGON GRADING AND DRAINAGE PLANDateRecei~~2.0 ~ N~ 1 0 , Original Submit:~J - < < GENERAL UTILITY NOTES _ ~~ 463:>a ~ ,10~~€ STREET I.E.(1 tLN)- 460 1 ~, ~,.. I t:' (1 ()u~)~ 4f19.94 '\. ~ MH / TELE. MH ,,' \ (RIM= 463.8"9 ( 4.0. OFFSET NORTH 10u CON~,__ ~ I.E.(6"W)= 458.94 . 11.t..Ll-Q.... ~ -. ...... 4tjU~... ~c; / " ..c,~ · ~."..~::~i"~~;\'t-:f.. .,.. ... .. -.-,;~IB ~'\u, --- ELEC - ~~~..... .. ;:.; . I W " ..~LEC,~;,. t~" . ~ : w . ':.9/' --.,..... _ ~ !!i ~----.:>,,~~~:;- .~i: · ': PIPE W ~ W'=" - TRANSFORMER I ,. SS TO~.~j p,pr~~1.11~;~ O..f.!.:'~~~UTH ON CONe. PAD , 3.7 SOUTH y~. ~~ "'" J4"'''Io'':.. t: e 16" DC l}J~' PIPE I TRANSFORMER < TOP '14" DJ. PIPE ::~] ~ -= - -I) 2 at SO~1H ON CONC. FI> AD ,,\l .: . .':1 ;,'~' . I ;:.~. J ,:s:. · .~ ;fff .~ . x... ~OREGON MqTRO ;.t ~:.gi~ CREDIT UNION" ~~. (It':'~ .II : \'., ~, ~I:" 1 ''''):,,1' '~t.t . tt ..... It . ."" 't .:',: ~ ~r~t- t 41 . " .. f 'If':'' \/:,;:l .\.f/" ;. ~ ,,~ I ':: c:. ~:~ .~ ' ~:)"y, ~":.. o. : ~;',l ,..,/ ., ~ J"'" · '\\ .1,.: '" t. I (C . [,.~ !Io\...... II~nr ~ . .:':.: l ,. . '" .: . ~\'t"\ .'1 ,. -.' I ~.~ 7.1".\":'. ,':' ~.. fl" [<' rr · 'I ::~ ~ ~ · ;' ~; : I IV" 'A, h .~~ ~\...,'ul.,... :sQ-:-3 . I . If,'. ., ~ ~\' ~I -- ,,~ ~ ".'0('.' ' I ' '" ",\~. v ;: t\. _ _ J ..\. :')':: · \!!!!l - - --r -:: r t,'., :.. 8" PVC d..... '-.. 'I. "~,,,.\\ ..; / Q) , :'~ ~.'~'~. I.E.= 456.92 ) 'i. .\'"" .. "">" ... . WI . .. . ... .. oM <... too .. ... .. .. . .. << ... . .. .. ... .. ~. f r.,'.tt _,f ...... : ft~ ~~~.!:~t" ~ _.- ..... ~~...... ~. . ~ ,. . __~ _ Q II !~.!- I I .~V''"'~_ '-'I _ _ _ :~. '---- __ ~r.';- ... :~f~' .._ Y :", ~... . ..~ .': "t<\t' f, t';t "-,_ ' I '. t.: 'i'~ ',' .~ v' ..'\~~ CHAINLlNK fENCE . cb ELEC, VAULT , .;-:;: ~'.~:~ ELEC. VAULT" ~... _.~ _ _ ../ u~ ~EC. CONDUIT~....... _ <:p _ .W'. s _ .~~~: ;""~" _ "- -::!!:i. 11. ...L .... A , ':' (LEe lIIII IIIIIII-ELEC 1', ELEO ';:LEC--, tL......m.~! "'LEO~' "'0 . '. · '--LE^ WI. .....;di -=----I- If- w w w w w w - W J W .~ i'''' W ,L..';V W .........'" W W 1... W I ;.'~ :g"" Ii :..~~., .... 'w "./ J W -l-L. l':rr .'~b~az::mRfhr~LT - - - - - - - - -o-=-=-=-=-su-------- / :~~-=-=-= - -UTILITY VAULT- - - - ~---s9- =-~~7t:::-_ ::\';4;..~,. - -fif:W . --~. I I i\~~~ 1 O. SOUTH I OUTH T' 7~~ ,..' ....'t.. .. ~l' ~ ...J . ' J \ n : : I~W/: .~' ~~NY \~~~~~~~)7~;~~~~~~~~~ -- ~~.~~~~ '~~ I - J 0 _ _ ~ -,. 1-, --, "7 ..r-. I) '7. 0 t? " '(i.:;:~~~~ r , r ~r"'\ r , r , r '\ r~Lf/ r/v~JU r n-~.. -~-~'\ J "~~ ~/ ~~,-'~.;~'" 0 0 0 0 0 I ;,1 · ;~l ~ (h V ~;:t: i,I"", / ,\~. \ I I ::?:~'" . :';~: CONNECT TO EX. t- ~ I ~}~'. (I ( ~\~~ 8.. WA TERMAIN STUB 0 SS MH f5\ 0 I I t~J~ 1 ~ .~::;' 0 0 RIM = 466. 70 ~J I J'\'0 ::...: IE(lN, W) = 460.5'f'-/ "/'~ I ::y IE( OUT,E) = 460.17 I ~:~: 8" WA TERMAIN TO I ~,,' I . ~:~':' BE DEFLECTED BELOW~ I ~?".'" ~ 0 ~ 0 0 0 I I "!'~'\'. 24" STORM, TYP. ~ '" 1 .:~:: SS MH { 5 , ( 2 ,FIRE HYDRANT I I ::~;:~ CONNECT TO SS CO ~ ~~ '" - V RIM = 466.40 ~ -. \C-7.0J ASSEMBLY, TYP\ ~~:~: V IE 459.19 . I '.;:~ FIRE HYDRANT i 2 \ IE(lN,S) = 462.17 '-"" I I ~v CONTRACTOR TO VERIFY ; I . ~,~: / ~~SEMBLY, TYP.~ IE(OU!,E) = 462.07~r"\ ,.. 0 . ~v~:f;: LOCATION AND ~RIOR f1\ 1 _ 8"x8" lEE >- i !} ~ ~ \; / .,..JIJ !- -..JLJ ...7 SD ~ /! ~~'1~ TO CONSTRUCTltJ 't!!!J3- 8" GAlE VALVES ~ ~1'-1I.1 ,\;;.. / ,/ 7:r.~ ~ ' iii. 19SLF 8" SS @ 0.5% .... f1\ 1 - 45' BEND ~ I /7~~ I ~f 4 .-n r J (~-, J ~D r- .~;:~j .~~ 't!!!J 1 - THRUST BLOCK --- ~ --, ~V / :1, I .1~: I ~ ~ ,~ "" I a I :~::~; . ! f1\ 1 - 22.5' BEND 1'-.... - ~ - ~ ~~ ~ ~- ~ .~ 71, F," vv in" - - e} - - - - - - - - - - - - -B"-WfM - - - -~.t:!:! - -8'~fM 1 ;'i"'~ >:::- " . \C-7.0J1 - THRUST BLOCK Y --. ~l~~/- - ~'~ "'~ I' ./iif .@ .~~: r -l- 'I r - .. ~,-::1. -$;fi ~t. - -'" '-"" c') I" / I I ; I ~ J (C/>(/) J (J .C:? "" j * r .l.... -1 -1_ .....L!) J .:::; ",_w; ;.''':. ,~":' /h'T. " . . - ..... r' n" M I ~ I. i.I ~~,..: "'- ,,_ '" .... - ~ 1'I1t':rQMC"D I t\Ant~I'" to ~ ~ _ _ SS S~B FOR.!' "" ~ \~I '~r-~I -~;~- '~~.L.'L- - - n~~~I~~L~~~/4~~1~8 L~~~'fi:': II ' "III" " ~ '\ ~~'~"~!:~~@)\~ I~~"V'" ''''''--''''B''''''-~~ ':~/' '\ ::<:.0 '-/GREEN HOUSE AND I ,"\al~l!l.! 1 U U GAS SERVICE REGULATOR ___ -" ~, /' it. ~r.. GARDEN CENTER \ I [\ I I · 'l. '~ " . COORDINATE WITH I (: ~ \ .' / I~/ i) ',,< "L' ',,"; COTG ~~:;~~~ ~ I I C2J NW NATURAL GAS / / r ,:. ~ ~/"< ~>< i g::"'><L >< :>1 I' ~,\ 7. 7.; ~:<':::?"::/" >~ ~.' "~ >( ~ f l~" .:A /"'//~ f,,: ~ i(';(Yn!\. y~'( ....~ B;':~~. ;~.:<:~:;:~<;/ A ~{:l ~:~~i; {~m~l~~ ~ I FH I / _ ,i.... .' l"<.;?: ;;:.~)('-+~~"::J ".(~ ;.'/'to ;/ 'x">().. .., . /. ),~ )~, IP/t if i)( Y,O.. >.). j' / ;:X,X\'../< ..... /.. (~<'(:::" I " ~ i.' .' / /:>:~~ SS STUBS V // ;::~::'i;:X:>:j;;z<>~~~ :~~ II I '. ;!~":'~i~':':"~/:'''''''' _ ~:t /.. ,." " SS STUB FOR FOR VENDORS / / //'<>:~/~'.>~> I I I F\."~: '., ...... ?t:..\....~~ ~ I / '\ COTG, TYP. "" '< / " ..</,/ "')";</',;;":,>::fr<',::: .~~~ "\1,1, .,'~~~~<:~:_~~' ~:'S,;;,.~ I I I ~ L.~~.~ .'\' \I ...It..... ...T....,. to .'tr;" I I :> ':'~r BLDG CONNECTION ,,' ,,' J;~ .. .'.......4'. ;", . ~ t .~...~ '.~, .." IP'.,;", ',.)c'\, IE 462.67 I I ,'. · ".... , . I "~'.'( I I / '< " / / . ,>< II ~< "" I "" I I ~. ..'t:. -: .. / / 'v GREEN I' I ~~ I I .. CONNECT TO EX. I ,,' ,>)::' HOUSE i"". ............ I ~ ..~ 4:' 8" W/M STUB WI I :':, 1 1m: ~'I\ t ~1 8" W/M EXTENSION / / ,/ ....' "'..'/~-::,~ ~" "" I 1 A :~ CONtRACTOR TO VERIFY II 11/ /e',>>< I/'",>'t -~~, . i ~ il EXISTING LOCATION PRIOR 'kPNr'.~l-r i~<~, tt-IJ >::":'J~:)< I"> L<": /<.)<,~ i''', f\UL.. I l3F= "'\ TO CONSTRUCTION .1 / ; ,:,: ..' .". ;j,,r!l ;<.>< i><':'''L<~<<~/~I~; - I I~ ~: * / _n _ :-" 1>(,: )<:' I Ii -; ~ /,/~~>S: 'n~[)~~('/\/ I' ~~ I I I ~~ I I i. .<,' .' '<'. :< .57,6 :. ',:l~' :?< ~..... ~IJ I T I r y~ ,/ APPROX. BUILDING AREA = 88,100 SF/,h.."" I I \. I I,") FFE = 468.7 1;<. .' ~' I ~ .. I Ii.. ", BUILDING HEIGHT < 40' 1<.,)<, IX I ,'f ::'; f1\ 1 - 22.5- BEND / I ': ;\<::'::,::~;;:::::' ,:-/ I I ~:i 't!!!J 1 - THRUST BLOCK lj ~ / / . \/; ;:: <,,,I! i~ { ~ ( .. _ _ _ '.> /<,,/"/"" <,><,/ >.:;<>:>:I'</<:<~>('>;></,< /', Ii "VI I, I '-- f r- - -- - - - - - -II I ....../<> /.' 0" "IA TC"DU A.". TI\ .... . 1 An' Tn A" t:'1J)J: t:'tJmv .. I j /,,"/",.,< f I I ,~." , ..,.., . 'V'" . II ,.. ..... t" , , C 170' TO 3" DOM. WTR ENTRY- /DDCVA LOCAlED .t:! 120' TO POWER ENTRy;=q INSIDE BUILDING ~;~ ~ 6' . i: I C - I - , 118' TO lELEPHONE ENTRY 4 .i,,/"v/' J ~ t .~~ 'pi (,//><<;.,'>/.:<'> .~ R '-- I - : I ;~ I J ....~-r>otE J J J i J TI'"II'" 'R.!" '<:;F~ J) ,1 I I ~,: ~ B FDC LJ~ ~/~~TIUTIES ) TRANSFORMER, I- .u ~ li::llltF. TRANSFORM~ ~v'\rz7FWo/LTW ~ANT TOG '\. ..... w~..~ ~~I ~O/O~T~~T~ ~ I ,'t ~{ . '"': -~ () 'Q' NORTH II 4" WTR TEtE. RISEI Hlr\t"'\r- QAt r: 0 I..I...I~. 'I~ - III IJ_ "'...... ""'^I r:- . r"':eI>'1 r<\...... ^ '..-y' t..1AOTU I \:.. WOOD POLE r) ~ r""-f, I I 'wOOD POLE J .1., 1~\VI;b \,",,/ UTlLlTIESQ 00 V'4lJL T . CORNER (""" WA ~lH>.iSl@E OF WO OLE \ WFUTILlTIES ~ . ,.. \ / ~~ It. . TR ~i-lSfORMER wi UTILITIES 1\3 ~I. l 'VI, ._._~ , "- rr-,-;" \ 'llF 0.3 NORTH \ \ r.-I),1'PRO~OSED WALL ." I . ....ILI ~'lr-C' L FtRE HYDRANT\l .,..JV ~E. I ':~~, NOF~4 i I~ M.;~ W357 " vv/ v t1t...l tB........\ j' LI-J .4llo- \ / II" ..... ',r't I v il I ,- l~ R I F' T I '.t,. _ W W - -w'AI Tl ;;;; - ~..r - - - - -,- - - - - - - - .~. - 1/1'''' u__ '''~'''H'''' ' ~ 1.5' NORTH~ - lEA R. E '\ ., .., ~, '\.] _~ '('\ I _ L W \ _W.. W L W w ~ W '.....~-n:- t.~A I\'1AULl...... I J!r W'fL" ~ _, "~....TU n /W W W ~c W W ~ \, " '_ C" " ~ " '\.": ~~ ~. r'" .l.! ::: :/O~TlE~i~rl:: OH CH~~VI ~-TELt RISER ~~~fitiifP~~-for~~ 1~L8!'~IB~E~~RELOCAlE o;X~STlNI''wOO~ POL~HV J v.. ~ELE. ~/SER --"I TELE~~ISER~~~<iD P~~E'~ i ~ 1~f..1 ~ LIINN~ LI IV rIA. VI ~ r~D I \ \... EMERGENCY P~WERPRill; RY. COOROl JE 0 \ 1 - 8" ~!,-'l;; "AL VE ELECTRIC VAUL T 5 U~ 56]6ITIES !'-- TELE. RISER I \. SOUND WALL ANI ,AFFEClED W / UTllll~tOCA lE EXISTING" ~ 1', 'I ...F1 i;r ( 1 \ an ,\yJM EXlENSIC N Ie -. / \ GENERATOR [) ~ CO~ eR PAD WlTI S ~ 1 - THRUSTBL..QCK COORDINATE FI'H A l1nN - UTILITIES MUST E CM~I,..:rn1 ~""""OLE SS MH t1DC" HYDRANl--fCl iJ , I !f,:~ ~ 'C!.:!!J ~ _8" GATE VALVE L_-FIRE DEPARTMENT CJ~ECTlONI(FDC) 2 1/2" R.P.~ L 2u DOM. WAlER MilER WITH S.U.B. PRIOR TO AN) OrHl~R PRW'ATETILlT1ES RIM:=: ,,46~'~iM7SIDE OF'~ f--T~ ;':: R1SE~ ~-12"x~:T~[O~ I BACK FLOW DEVICE _ INSTALLED BY S.U.3. IMPROVEMEN~ \:U~"~~: ~ED WALL i~ I 0., EAST ~, -I~~ ~l Ir-i\ ~..--1 PER S.U.B. REQUIRE'JE"'S /I.E.(8UW)= 463.82 :~: I t~\' --~~--- - ~ M8!Nn,~~ 1''''....11 r AINI:. ~ T y- .IV .. I r T . I I II 'I I II - - I 4 -- R 1 G H T - 0 ~ ~I~I: 11 .. I II il ~ ~ (-) I :.:{ ".. " ., -- .- ~ "rl A - 40 eo , I ( IN FEET ) 1 inch = 40 It. 180 I 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P. W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY CONSULTING ENGINEERING SERVICES, INC., DATED NOV 18, 1999. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF 8. CONFUCTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR 9. TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS 10. OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. CONTRACTOR TO CALL 48 HOURS PRIOR TO PLANNED EXCAVATIONS, THE INFORMA TlON IS NOT TO BE RELIED ON AS 11. BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST 12. EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, RAMPS AND TRUCK DOCKS. PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.84 CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40 ~~~\ CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM. , I/~~~~; EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE /\~ INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. - w~~ w CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL ( ~2 WATER METERS UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE W( A ~~ 6:~)VE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC ~l BL (,...~ SERVICE LOCATIONS, [ill ~ b GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS LJI1--.r-=~ MAIN, THRENCHING AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. ' I L- CAUTION - NU IIL~TO CONTRACTOR . HAZARDOUS MATERIALS USED DURING CONSTRUCTION AS DEFINED IN SECTION 2.020 OF SDC ARTICLE 2 - DEFINITIONS SHALL NOT BE ALLOWED TO ENTER THE SOILS OR STORMWATER SYSTEM. NO PAINT WASTE OR CLEANING MATERIALS OR WATERS SHALL BE ALLOWED TO ENTER THE SOILS OR STORMWA TER SYSTEM. EXISTING UTILITY LOCATIONS SHALL BE VERIFIED AT ALL CONNECTION POINTS. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF UTILITIES. WATER NOTES 4. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. ALL FILL MATERIAL IS BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. MINIMUM TRENCH WIDTH FOR SEWER AND WA TER SHALL BE 2 FEET. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PRQPOSED), THE SANITARY 18 LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 · FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE 19. BACKFILLING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE - WA TER AND SEWER LINES. " 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. - - 5. 6. 15. 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 7. 16. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. em 17. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS ' 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 4. - NOTA PART 5. I I ~ ~ ~ ~ 6. lID OIl 7. ./ ~h :t:i un .~ 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILI TY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. in CURB INLET TOP= 462.78 ~=:: ~f.L.= 462.18 '1:-: ~ ~ , CJ) , j CONC. I. n1~ ~.~EADWALL _ -D- 1II1..' '- ... .... .. C? ." ... N ill- .: 14, ~ ~~ ( :H l.). 11'-11 "'I ~ r. I'" ''IT ~l" ...........x.........' '-"-;r )C .- -- ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. ON- SITE PUBLIC WATER TO BE INSTALLED BY CONTRACTOR. CONTRACTOR TO COORDINATE WITH SUB. 9. SANITARY SEWER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE EIGHT-INCH DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE 03034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE 03034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. ... . 1\ -ELE: ....... l'" -W tiJ,t. · TELE. iVlll ","q-w W RIM::::: 464.48 LEGEND ~ ~WATERMAIN @ FIRE HYDRANT @ THRUST BLOCK D .r&v3\ ~GAlE VALVE H 8" W 1M ( J c .. J ( ~- -~ 1 NOTE: CONTRACTOR TO VERIFY LOCA TlON Be ELEVATION OF EXISTING 8" HIGH PRES' GAS LINE PRIOR TO ANY UTILI ROSSINGS. CONTRACTOR li OORDINA TE WITH GAS COMPANY REGARDING ANY WORK IN VICINITY OF EXISTING GAS LINE,' v 1><- I f1\ 1 - 22.5- BEND ~.1 ~ THRUST BLOCK WATER METER . D 6" SS SANITARY SEWER MAIN 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. . @ SS MANHOLE D@ . SS CLEANOUT TO GRADE $ G GAS LINE GAS METER 200LF 8" SS @ 0.5% D @ TELEPHONE LINE ELECTRICAL LINE FIBER OPTIC LINE T E --FQ-- SPRINGFIELD UTILITY BOARD SUB ~ ) @ . "..-- - - - - ---...... { \ ~o ' ~~~~ - -- Ii EXISTING K-MART BUILDING EXISTING WAL -MART BUILDING EXISTING BUILDtNG : o ( r D "-- ) f2\ FIRE I-WDRANT 't!!!J ASSEMSL Y, TYP. I GRAPHIC SCALE 20 I :::> o ,.,., ...... :r::: --;) c.:> ~ (/) c.:> :z ~ e::: c ~ ~ e::: e::: L.LJ :? c --I L.LJ i:i: c.:> :z 02 0.. ~ e::: 9.- 9 0.. 40 0 ~ : DESIGNED BY: ISSUE DATE: KDK DRA WN BY: 8/02/01 MWS PROJECT NO. CHECKED BY: SGF 016810 Pacific Land Design Planning, Engineering, & Development Services 10121 S.E. Sunnyside Road, Suite 215 Clackamas, OR 97015 (503) 659-9500 FAX: (503) 659-2227 . J~~!. I Date Received: \ i UTILITY PLAN ~ NOV t 0 2009 , C-3.0 McKENZIE FIELD CENTER i SPRINGFIELD, OREGON Original submittal NO. DATE BY REVISION DESCRIPTION 8/06/01 PACLAND PERMIT SUBMITTAL