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HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/14/2011 o 25 50 1 00 ~~ SCALE: 1-=50' GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE-CONSTRUCTION MEETING(S). 8. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. 9. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH GOVERNING AGENCY REQUIREMENTS. 10. REQUIRED FIRE LANES AND ACCESSES SHALL BE MAINTAINED DURING CONSTRUCTION. NBB.02'51"W B.OO GENERAL GRADING/PAVING ~ NOTES 1. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE. ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 4. ALL "ENGINEERED FILLS" SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY (ASTM-D-1557). THE EMBANKMENTS SHALL BE CONSTRUCTED IN SUCCESSIVE HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. 5. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2-FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3-INCH MINIMUM PENETRATION. 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT- LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT DISPOSAL SHALL BE COORDINATED WITH THE CITY P.W. DEPARTMENT. 7. ALL SPOT ELEVATIONS SHOWN ON THE PLAN ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PONDING OR "BIRDBATHS" EXCEEDING ONE -QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. SOILS REPORT NOTES 1. THE FOLLOWING SOILS REPORT WAS PREPARED FOR THE SITE: GEOTECHNICAL STUDY REPORT PROPOSED FRED MEYER FUELING FACILITY, SPRINGFIELD, OREGON. SOIL INVESTIGATION AS PERFORMED BY: BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 PROJECT No. 10-065A DATED: MAY 5, 2010 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN ENGINEERS. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: A. EXCAVATJON FOR THE UNDERGROUND GASOLINE STORAGE TANKS FOR DEWATERING AND/OR OVER-EXCAVATION RECOMMENDATIONS, AND EXCAVATION OF STORM WATER FACILITY B. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT C. SUBGRADE PREPARATION OF BUILDING AND CANOPY FOOTINGS 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. FRED MEYER #328 - SPRINGFIELD, OREGON COVER SHEET NW 1/4, SEC. 26, T 175, R 3W, W.M. SPRINGFIELD, LANE COUNTY, OREGON ~------------------~ I RE -STRIPE EXISTING PARKING STALLS I \;,.j 1L w H 3:~1ri~ F! il-, ',,"1 II :; CI ~~1 IIf ,.j :::,~ ~i ft,..(",: If,' .. i: ;: II S88.02'51"~ R~===~ ';!'^~.~ ( "~ //"tr"/ , ~ ~ ::~""'~: . / ~ '" \: //,,//+/ // " "./+/"'~~ ~~~ --,/ "J //"1"// ", " i ,/ ~ I''', /"1/ "i,. J/ j ,..."r/ i' r ",. I '" ,," " ~ ~rr i ~ ',' ",/"t.,,/'" ''', " / , " 1", d' Jr"'// ;:t~=:~/ ')'. 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I I I ~I(( I~ IL__ ~ ~ " 14' srORIrIWATER .." r fASEUENr ~ ~/~ ~ i J ~ C'I ~ ~ :: ~ ,,~ I~ \Q I~ W 10 ~ "v) - I ~ ~ 11 II II 'I II II jj sfid!'h1's1t 5 63'E71 1.31.71 14' STORMWATER fASE1.tENl' T STREET T STREET SHADY LOOP T STREET S STREET S STREET S ST. <> <> SHADY LOOP DR (') () o <' ~ .... ~G- c," ( r <v <(;.. IIVG ENG\~<V 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 ( 425 )251-8782 FAX CIVil. .ENGINEERING,:~~D:gLANNING, SURVEYING, ENVIRONMENTAL SERVICES w w a:: tn Cl z C'<l w w a:: tn ::t: to Q STREET w w ~ ~ VICINITY MAP N.T.S. SHEET INDEX SP1 OF 6 COVER SHEET SP2 OF 6 SITE ASSESSMENT OF EXISTING CONDITIONS PLAN SP3 OF 6 SITE IMPROVEMENT AND UTILITY PLAN SP4 OF 6 GRADING, PAVING, AND STORMWATER MANAGEMENT PLAN SP5 OF 6 NORTH PARKING IMPROVEMENT PLAN SP6 OF 6 SOUTH PARKING IMPROVEMENT PLAN O'l s: -0 0- O. Q) """ 2 :J """ ~ o ~N~~ (j) !.... ~~~~ 0 (J) '"0 f'. l") I Z O1~O>NG; (l) o N O:::~ -+oJ !.... .00.....-... '(i) ~ ~-oe~ .D (f)c LO (J) 0.2 ~-- ~ ~ ~~&~ cr o - .. ~ L1 OF 4 L2 OF 4 L3 OF 4 L4 OF 4 A2 OF 1 LANDSCAPE PLANTING PLAN PLANTING NOTES AND DETAILS IRRIGATION PLAN IRRIGATION NOTES AND DETAILS EXTERIOR ELEVATIONS AND SIGNAGE :t II ,.... P ,H) ~ (:) CI) PROJECT ADDRESS 650 "Q" STREET SPRINGFIELD, OREGON ENGINEER/PLANNER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: AL KENDALL/ CHRIS FERKO SURVEYOR BRANCH ENGINEERING, INC. l310 FIFTH STREET SPRINGFIELD, OREGON 97477 CONTACT: RENEE CLOUGH EXPIRES: ..- ..- ..- ..- w 0 0 ~ ~ N Cl ..- t0 0 N to cO 0 0 z :r: 3:)- en w ~CD CD ~ Cl (1))- :r: en w ~CD CD ~ OWNER FRED MEYER STORES, INC. 3800 SE 22ND AVENUE PORTLAND, OR 97202 CONTACT: SHERI BILLETER SURVEY INFORMATION I- W W a: ~ I J:::: VERTICAL DATUM - NAVD88 LCCM: DEA#1612 - 2 }2" BRASS CAP LOCATED IN THE CENTER OF WOODLANE DRIVE. POINT IS APPROXIMATELY 400' WESTERLY OF THE INTERSECTION OF WOODLANE DRIVE AND NORTH 5TH STREET. (NA VD 88) (J) Z 0 - (J) > en l- z W w ~ 0::::: ~ 0 (.) en ~ n: 0 3: (.) ::J CD :) Cl.. n: ti w z (f) Cl.. 0 0 i= !:: w D- ~ (f) 0:: n: (S (.) w en Cl.. 0::: W Cl o z ..- 0.. (f) I Store #00328 ~ L() BS ~ ..-/' BS 1D (j) AK ~ .:;: 09.20.2010 &. Project #: 10583 Designed By: Drawn By: Checked By: Date: Scale: Disk File: Model: 1 "=50' Call Toll Free 1 (800) 332-2344' TWO WORKING DAYS BEFORE YOU DIG 10583-01.dwg Address: 650 "Q" STREET SPRINGFIELD, OR UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLlNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-332-2344 AND THEN POTHOLlNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. COVER SHEET FRED MEYER GAS STATION Drawing No.: S -1 of O'l 3: -0 L o I o ..c ~ O'l s: -0 (f) I I") 00 L() o N O'l s: -0 -+oJ I I") 00 L() o N O'l 3: -0 .D I I") 00 L() o ..- N ~ (l) l.- X :::s::::: <-) z <( LL W l- (j) -:> LL W 0:::: X I ..- ..- ~ o () (j) 2 0- .q- o N ..- ..- o N "'-- N ..- "'-- m Q) E f.= "'-- (l) -+oJ o o O'l s: -0 c o 0- (l) -+oJ (J) ..-/' c o :.::; o -+oJ (f) (f) o O'l ..-/' O'l c 'C (l) (l) c '(51 C <l> ..-/' I") 00 L() o ..- ..-/' (f) o o o o ~ 0- Q) LZ: o 1 0 20 40 ~~~ SCALE: 1-=20' I- W W a: Gi I It; EX. FREE STANDING SIGN TO REMAIN SITE ASSESSMENT OF EXISTING CONDITIONS PLAN r t //' 161,195 S.F. 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T ' ", '\ , " <3" ,,; / A ), )\ ~ 7&'CONC. ~/W ,\. /\ ~ / /' 1r", / \ /', / /' \ \ /', / \ \ / \ \.' ~r "\/ \ \/ \'\,,// \ / \v(/ \/ \. \ V \// /. "-.., " \ \ " \. " '- \ \ ' \, '\ \, ,\ \ " \. \ ' \. , \ \ " \ ' \ \ \ \ '\ \.\. ' ' \ \. \" '\, "" \\ \ \ " " \ ", \ \. \. '\. ,\ ' \" '. " " '\ \ ' "\' ,,\ "\ \ "'" \ \ " \ ' \, \ \, " \, \ \, \ \ \ TEMPORARY BMP - CATCH BASIN INLET PROTECTION SURFACE FLOW DIRECTION LANDSCAPING/IRRIGATION TO BE REMOVED SAWCUT LIMIT CONSTRUCTION FENCE D ~ ~###~ DEMOLISH ASPHALT PAVEMENT EX. SS TO REMAIN ____N......... ................_.~ ....._~.._... ......_......~._.. _..~..~......._ N88002'51 "w )( a L o~ t\ pCl~'::> ~ --t-- ~~~~~~ )( )( T STREET T STREET SHADY LOOP T STREET S STREET S STREET S ST. SHADY LOOP DR w w a:: tn Cl Z N w w a:: I- (f) :I: I- l() Q STREET w w a:: tn ~ VICINITY MAP N.T.S. DEMOLITION CALLOUTS: f1\ SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW WORK. \.:...! COORDINATE WITH SITE IMPROVEMENT PLAN AND GRADING AND STORM DRAINAGE PLAN FOR EXACT SAWCUT LIMITS. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL SAWCUTTING TO INSTALL IRRIGATION LINES. f2\ REMOVE EXISTING ASPHALT PAVEMENT. MATERIAL TO BE DISPOSED OF OFF-SITE. NOTE: CONTRACTOR TO \i:../ COORDINATE WITH KROGER P.M. AND SOILS ENGINEER ON POSSIBLE RE -USE OF EXISTING BASE ROCK MATERIAL. (]) DEMOLISH EXISTING CONCRETE CURB AND/OR SIDEWALK AND DISPOSE OF OFF-SITE. O DEMOLISH EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL, ETC. SEE IRRIGATION PLAN FOR REMOVAL AND/OR SALVAGE OF EXISTING IRRIGATION PIPING VALVES, ETC. SEE LANDSCAPE PLAN FOR REPLANTING OF DISTURBED AREAS ALONG PERIMETER OF WORK. /5\. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH \:::../ STORE MANAGER. f6\ TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM \:::.../ EXACT LOCATION WITH STORE MANAGER. /7\. APPROXIMATE LOCATION OF TANK HOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION AND DEWATERING ~ RECOMMENDATIONS. CONTRACTOR SHALL EXPECT TO ENCOUNTER GROUND WATER AT APPROX. 10' DEPTH AND SHALL PLAN FOR DEWATERING. IF REQUIRED, PROVIDE SHORING ON EAST SIDE OF EXCAVATION TO PROTECT EXISTING WATERMAIN. f8\ REMOVE EXISTING LIGHT, INCLUDING BASE, FOOTING, ETC. AND DISPOSE OF OFF-SITE. MAINTAIN INTEGRITY \:::.../ OF EXISTING LIGHTING CIRCUIT TO ENSURE PROPER OPERATION OF EXISTING LIGHTS TO REMAIN. f9\ CONTRACTOR TO LOCATE AND PROTECT EXISTING 6" DI WATERMAIN. PROVIDE SHORING ON EAST SIDE OF \.:::J TANK HOLE EXCAVATION IF NECESSARY. I1Q\ REMOVE EXISTING PAVEMENT MARKINGS BY SANDBLASTING. SEE SITE PLAN FOR NEW PAVEMENT '\.::Y MARKINGS AND SIGNAGE. APPLY SLURRY SEAL TO AREAS OF PAINT REMOVAL. f11\ INSTALL TREE PROTECTION FENCING AT DRIPLlNE OF EXISTING TREES TO REMAIN. \:...Y SEE TREE PROTECTION NOTES BELOW. 112\ REMOVE/ABANDON EXISTING STORM PIPING AND CATCH BASINS AS SHOWN. MATERIAL TO BE DISPOSED OF \..::.J OFF-SITE. COORDINATE WITH GRADING AND STORM DRAINAGE PLAN FOR NEW STORM SYSTEM. DEMOLITION NOTES: 1. ALL PAVEMENTS, CURBS, GROUND COVER, UTILITIES, ETC. INSIDE DEMOLITION LIMITS SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY PRECONSTRUCTION MEETINGS HELD, PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN WORK AREA PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 4. CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK AREA. ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED/REPLACED AT CONTRACTOR'S EXPENSE. 5. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS. 6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN, PRIOR TO CONSTRUCTION. COORDINATE EXISITNG TREE LOCATIONS WITH LANDSCAPE PLANTING PLAN. EROSION CONTROL CALLOUTS: o PROVIDE AND INSTALL TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING INLET TO PREVENT SILT-LADEN RUNOFF FROM LEAVING SITE. PROVIDE ADDITIONAL SEDIMENT CONTROL PROTECTION AS REQUIRED BY CITY. ~ INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE. LOCATION TO BE DETERMINED IN FIELD \EJ FOLLOWING DISCUSSION WITH CITY INSPECTOR AND PROJECT MANAGER. o CONSTRUCT 10'x10'x 2 MIN. DEPTH CONCRETE TRUCK WASHOUT SUMP (W/2:1 SIDE SLOPES). \::::.J CONTRACTOR SHALL MONITOR AND MAINTAIN SUMP PERIODICALLY SO THAT WASHOUT MATERIAL DOES NOT OVERFLOW. WHEN CONCRETE WORK IS DONE, FILL AND COMPACT SUMP WITH STRUCTURAL MATERIAL AND PAVE PER ASPHALT PAVING SECTION. EROSION CONTROL NOTES: 1. PUBLIC STREETS AND SITE PARKING/DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS. 2. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND PROPOSAL FOR ONSITE TRAFFIC CONTROL WITH STORE MANAGER FOR APPROVAL. TREE PROTECTION NOTES: 1, ALL EXISTING TREES NOTED TO REMAIN SHALL NOT HAVE ANY NEW CONSTRUCTION OCCUR WITHIN THE DRIP LINE. 2. ALL EXISTING TREES NOTED TO REMAIN SHALL BE KEPT FREE FROM TRUNK ABRASIONS. 3. ALL EXISTING LANDSCAPE AREAS TO REMAIN SHALL BE PROTECTED BY TREE PROTECTION FENCING. THE FENCING SHALL REMAIN IN PLACE UNTIL THE END OF CONSTRUCTION AT WHICH TIME IT WILL BE REMOVED. SOIL TYPES AND WATER TABLE REFER TO GEOTECHNICAL INVESTIGATION BY BRANCH ENGINEERING, INC., DATED MAY 5, 2010. NOTES: 1. THE SUBJECT PROPERTY IS LOCATED IN THE Q STREET WELLHEAD PROTECTION ZONE. THE TIME OF TRAVEL ZONES (TOTZ) ARE DEPICTED CONCEPTUALLY ON THE PLAN PER CITY OF SPRINGFIELD MAPS. FEMA FLOOD MAP PER FEMA FIRM MAP NUMBER 41039Cl134F DATED JUNE 2, 1999 (PANEL 1134 OF 2975), THE SUBJECT PROPERTY IS LOCATED IN ZONE X, AREAS OF 500- YEAR FLOOD; AREAS OF 100- YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100- YEAR FLOOD )( AREA OF DISTURBANCE AREA OF DISTURBANCE = 0.76:1: ACRES NOTE: A 1200-C PERMIT FROM DEQ IS REQUIRED IF THE AREA OF DISTURBANCE EXCEEDS 1-ACRE. SE"P 1 4 2011 Date Received: <> <> (') () o <' "t- ..... d\ "0 "' <1 )- <<., <(:. live ENG\~~ 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, lAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES o~ -.;j- -.;j- (.) ~N~gj >oltl) L <(NNn (J) "0 f'. n I CJ) c: 0) N f'. N 0) CJ) o N 0::: r:;:)F' :;;: L .00...- -0 ~ L1.I ~tl) n 0- ."0.........0 :::;?; (f) c: tl) (J) 0.2 ~......... ~ ..c 0 t::: 0 x if) l-- ex> o..c: 0 na.a.u... 0 z Q) -+-' "lfj ..0 L[) <D 0 I 0 ~ :;;: -0 ~ 0 I 0 .s:: ~ :;;: -0 .....; I l") ex) l[) 0 ~ ..- ..- ~ ..- ..- :;;: w 0 0 -0 !;;( ~ N ..D Q ..- tt5 I 0 N l") cD ro ex) 0 0 l[) 0 ..- Z J: N ~fu (/) w CD ~ ..;...:: Q Q) L- X (1)>- J: (/) W ~CD CD ~ :::.-s:::: U z ~ W I- if) (J) --;) Z 0 u... W 0::::: - X (J) I ..- > (/) . . I- ..- Z ~ W w :::iE 0 () 0:::: :::iE if) 0 () :::;?; (/) <( ~ 0:::: l") 0 0 s: ..- ..- () ::i CD 0 ::> N Q.. "-. 0:::: l") CJ w "-. Q.. 0) Z (/) 0 Q Q) i= t: w E a. :::iE (/) ~ CE 0:::: ~ "-. () w Q) (f) 0- 0:::: -+-' W 0 Q 0 CJ) ci :;;: z ~ C Q. I Project #: 10583 Store #00328 l") ex) l[) Designed By: BS 0 /' Drawn By: BS -+-' Q) if) Checked By: AK :;;: Q) ":; Date: 09.20.2010 Q) 0::::: Scale: 1"=20' c 0 0::: Disk File: 1 0583-pn 1.dwg Q) -+-' Model: (j) /' c 0 :,::; 0 Address: -+-' (f) 650 "Q" STREET (f) SPRINGFIELD, OR 0 CJ) /' Q'l SITE ASSESSMENT c 'C Q) OF EXISTING Q) c Q'l CONDITIONS PLAN c Q) FRED MEYER /' l") ex) GAS ST A TION l[) 0 Drawing No.: /' (f) 0 0 0 SP-2 of 0 ..- <: 0- ~ G: o 1 0 20 40 ~~~ SCALE: 1-=20' SITE IMPROVEMENT AND UTILITY PLAN r ,/ --jL~~::~--------~~P---~i' .",~~_M_'_'.'...,"",."...,'-_...-tJ.c;p,--,_..,...._M......"..~;;~,-,-- ~~ '~~_"'''''-'-''''~'''''---, .--..-...............- ~ ~ \, "\./1 ~A/~. // "-", ~ .;" p.r ~=~;v? ~~~~'~V---'='~'~_:'_-':~"- ,.. ...~~~: - ---'- ._........m._'_~\_...... ,....'... -- _:- -, -v~ ~;_... - - - .('~)7 I ---- __ I Vv, II ; / ------, I 'v II ~l ,/ I ~"II } i I I -rv II i 1 I I l Vv, :: I ~ I I 'vv II ;! /-,,,, I I v 'I i I ,," I I', vv~_jl ; I /'" ~ECO RY :: ~ ~_/' :t ~r OWER 33 I I "~'-x ~' j I I J' _.-/T- [ '" /: I /" / : -0: "/_// I'~/ -~o REMA.N : I ./// I ,d-'_/~~ I /'", : / _._./'1""" I I / ' 1 // l ....~_../ I I f /~ EX. PWR POLE No. 6044 I I ~ . . I- :' . Xi" ,I ,:1 " .I; " , " ,: 1 JI ,.<;\ , II .' 1 :1 , 'il " J :1 ; II 1 :1 .4 .Q I' 1 :, 1 :1 4, II 1 :1 " '\ <I:' l' '. 1 !: , 41, :, II :1 I " , :, " ,I :1 , '"1' :1 . 1 'I , , 'JLllw",--"--"" ,\ ;1 " '/'11 .. 1 {,:I , " , :1 :, II '<~', 1':1 ~ '.I ,il , I :1 " : ' I., ~ . ,J:I ,I ' il " I 'I " :1 , I";' , I ;' " '~ :1 I " . II 1 :, . I , I I' , ,'I ,<1 1 : , 4' , :1 'I :. II , ~I ; I ,;1 A II r:, , "l!: I' :. ~ I ./; 1 :1 'I , '1:1 , ;. 41' il 'I:' 1 II " 14:' I 1 " " 1 \' ,\1 I R LOCATED PARK & IDE SIGN .-....----------.-.-... MEET & MATCH I EXISTING PHONE PEDESTAL AIR/WTR UNIT I VALVE 27 MEET & MATCH EXISTING m 161,195 S.F. I- W W a: ~ I to WATER SERVICE PARK & RID SIGN TO BE REL CATED I ..?! I r : I , ---------____________J I \1 I ~' <,~\ '\- \~ \ ~ ~ ~ ~ ~ ~ ~ ~~ W.Q. PLANTER <i(; 30' <1, ,q, </ .. .4 ~ ~I a::: l~E~ : -MATCH EXISTING ......~ j ,,' - -.......""",," cL ~ N CURB & GUTTER <0 c:i I"') EX. FREE-STANDING SIGN TO REMAIN 166.60 3.55 N88.02'51 "w PARKING STATISTICS EXISTING PARKING 4 75 PROPOSED PARKING DELETED -97 PROPOSED PARKING ADDED +32 PROPOSED TOTAL PARKING 410 REQUIRED PARKING = 537 LEGEND PROPOSED ASPHALT PAVEMENT I EXISTING CONCRETE PAVEMENT I <I PROPOSED CONCRETE PAVEMENT I SAWCUT I .; <~ I I EXISTING CONCRETE CURB NEW CONCRETE CURB NEW COMMUNICATION CONDUIT c NEW U/G POWER EXISTING SAN. SEWER EXISTING WATER EXISTING POWER p EXISTING STREET LIGHT EXISTING LOT LIGHT EXISTING FIRE HYDRANT BICYCLE PARKING TOTAL STALLS ADDED: 28 IMPERVIOUS SURFACES EXISTING TO BE REMOVED: 31,664 S.F. PROPOSED TO BE ADDED: 29,990 S.F. NET DECREASE: 1,674 S.F. NOTES 1. PROJECT TO BE CONSTRUCTED IN A SINGLE PHASE. 2. NO PROPERTY IS PROPOSED FOR DEDICATION, CONVEYANCE, OR RESERVATION FOR PUBLIC USE. ? 0+ \\ pa-~S T STREET T STREET SHADY LOOP T STREET ~GHA~~ 1lJV' ~ S STREET S STREET S ST. <> <> SHADY LOOP DR (") () o ~ ~ .... Q')v ~.. '( )- <v~ ItvG ENG\~<V 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING. LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES w W 0:: t; o Z N w W 0:: t; :c l- ll) Q STREET w W 0:: l- (/) :c l- ll) 0\ ~ -0 ..0 I I"') CO L() 0 ~ ~ ~ -0 (L ~ ~ (f) 0 Z (!) +-' O~ 'en .q. .q. ..0 () tC'l~~ L() <.D >0 I It) 0 L <( C'I C'l10 (]) -0 I'- 10 I I CJ) c 0> C'l1'- 0 C'I 0> ..- o C'I o:::~ ~ L .00_ ~ W ..It)10 ~ .-0.........0 -0 enc It) (]) 0.2 ~......... ;...: 0 ..c o~ 0 x I I-- IX) o..c: 0 10Cl..Cl..lJ... 0 ..c ~ ~ -0 (/) I I"') CO L() 0 ..- N ~ ~ -0 ..,..i I I"') CO L() 0 N ~ &.~' It ~ EXPIRES: -0 .D I I"') CO L() ..- .- 0 ..- ..- .- N W 0 0 ~ ~ N .- r0 ~ 0 0 N (!) to ro I- 0 0 x ~ Z I U ~~ (f) W Z CD ~ L1 0 W f- (f) u)>- I -:> (f) W ~CD CD ~ LL W a::: X I (J) "0 I Z .. ..- 0 - (J) 0 I - (f) .. > I- .- Z ~ W w :::E 0 u 0:::: :::E (f) 0 0 ~ (f) <( ~ a::: (J) 0 l{) ~ 0 0 :J CD 0 ::> N a.. ~ a::: I"') G:i w ~ a.. (J) z (f) 0 0 (!) ~ !::: w E :::E en ~ C2 a::: ~ ~ () W (!) (f) a.. a::: +-' W 0 0 0 0\ ci ~ ~ Z ..- 0 CL I Project #: 10583 Store #00328 I"') co l{) Designed By: BS 0 ..- /' Drawn By: BS +-' (!) (f) Checked By: AK ~ (!) os;: Date: 09.20.2010 (!) a::: Scale: 1 "=20' c 0 (L Disk File: 1 0583-pa 1.dwg (!) +-' Model: (J) /' c 0 :g Address: +-' (j) 650 "Q" STREET (j) SPRINGFIELD, OR 0 0\ /' 0\ SITE IMPROVEMENT c 'C (!) AND UTILITY (!) c 0\ PLAN c (!) FRED MEYER /' I"') co GAS ST A TION L() 0 .- Drawing No.: /" (j) 0 0 0 S -3 of 0 ~ (L (!) L::: VICINITY MAP N.T.S. CONSTRUCTION CALL OUTS (2) 29' x 147' 10-1/2" PUMP ISLAND CANOPY WITH 5 MPD'S. (3) 34'x155' REINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY. f3\ (1) 10,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20.000 GALLON UNDERGROUND GASOLINE \::.../ STORAGE TANKS. o REINFORCED CONCRETE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANK. o PREFABRICATED KIOSK ENCLOSURE PROVIDED BY FREY MOSS. o CONCRETE CURB. \!) ASPHALT PAVEMENT. o STORAGE TANK VENT STACK, PAD, AND BOLLARDS. o 3/4" CAPPED CONDUITS FROM KIOSK TO VENT RISER SUPPORT STRUCTURE (FOR FUTURE USE). @ LANDSCAPING. @ BOLLARDS. @ CONCRETE CURB AND GUTTER. @ CONCRETE GUTTER SWALE. @ (2)-2" COMMUNICATION CONDUITS W/ PULL WIRE FROM KIOSK FOR CONNECTION TO MAIN STORE. @ INSTALLATION OF CONDUITS SHALL BE ACCOMPLISHED BY BORING. f16\. SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE AND REMOVE PAVEMENT AS NECESSARY FOR \.:J NEW IMPROVEMENTS. @ SELF SERVE AIR/WATER UNIT MOUNTED ON 4'-0" x 6'-0" x 6" CONCRETE MOUNTING PAD. @ PUBLIC PHONE PEDESTAL MOUNTED ON 4'-0" x 6'-0" x 6" CONCRETE MOUNTING PAD. @ 4" WIDE TRAFFIC YELLOW PAINT STRIPES (2' O.C. @ 45. ANGLE) @ 4" WIDE TRAFFIC YELLOW PAINT STRIPE FOR PARKING STALLS. @ CONCRETE SIDEWALK. @ FLOW- THRU WATER QUALITY PLANTER. @ SPILL RESPONSE INFORMATIONAL SIGN ON FRONT OF EACH DISPENSER (10 TOTAL). @ 3/4" CONDUIT FROM KIOSK TO SPILL CONTROL MANHOLE FOR SENSOR CONNECTION. @ 2" PVC CONDUIT FOR 24V IRRIGATION CONTROL SYSTEM. @ 3/4" TYPE 'K' COPPER WATER LINE FROM EXISTING WATER SERVICE LINE TO AIR/WATER UNIT. @ 3/4" GATE VALVE (IN VALVE BOX W/ TRAFFIC RATED LID) FOR IRRIGATION SYSTEM. @ YELLOW PAINTED TRAFFIC ARROW. @ PROTECT EXISTING 6" DI WATERMAIN TO REMAIN. @ FLUSH CURB. @ 2' WIDE TRUNCATED DOME STRIP ADJACENT TO DRIVING SURFACE. @ POLE MOUNTED POWER TRANSFORMER BY SPRINGFIELD UTILITY BOARD (S.U.B.). @ CONDUIT (WITH PULL LINE) TO KIOSK FOR SECONDARY POWER SERVICE. PROJECT SIGNAGE SCHEDULE NOTE: ALL SIGNS UNDER SEPARATE PERMIT. o NEW LOGO & "FRED MEYER" TEXT SIGN (19 S.F.). SEE SHEET A2.0 FOR DETAILS. o NEW PRICE SIGN (60 S.F.). SEE SHEET A2.0 FOR DETAILS. o NEW PRICE SIGN (45.5 S.F.). SEE SHEET A2.0 FOR DETAILS. o NEW LOGO SIGN (6 S.F.). SEE SHEET A2.0 FOR DETAILS. @ NEW KIOSK LOGO SIGN (5 S.F.). SEE SHEET A2.0 FOR DETAILS. Date Received: SEP 1 4 2011 Original Subg-nittal GRADING. PAVING, AND STORMW A TER MANAGEMENT PLAN ~!, " . ~ll! 11 /' ;;. ;,,;c . / :1"1 ,{A( // :: ."~-----'~:-'.( II c:~::-.:=~==-..,....::~) m'm~:~,I.I.. lL" ::\~,~<",., " Ii i: ~: . 4 "';~r'lf il // :: ,.' <t(l_mu~m~ /' _,_~-":'-'^ , '''':1'",- - II -4 I' II ", ~1<1 , '{ "II ,,-, .,./' II' , 1"'11 /:: ,:' II ./ II I II // 11<' II :1 I :: '<1 :1 ~:' /1:1 / ::" 1<' J ~ / II" III ,/ If: I :1 :: " ,14 :1 /11 4 ~I II .....'-...-..'..-''\// :i. :1'1: .~1.1:l::: Ih I ME ~~,' /'llA:11 ,/ ' I j // 4 II /1/ '~/" I II ,/"/ I " ,:) _ _ _ _ _ -1/ .', ( ': f: , I ~~i, :: II ;:, I 1:1 : ,II I),!: 4 'l~ i: I. 1:1 '4!, dl t t!: ~, '<11 i: ,\' 'I:' . !j " I : lit II:! <I'" .aU: I, 1 :1 1.1 '11 4l~~ I il , I ,I ,4 ,.K 4$1 ,/41 \" (.;1 r' \~ , t 1 Ail I : II II 11.4 II ilt} " II II ' II' ii' II, II II II Ii II, If '<1 ~:: II' II II" II' II II ' II II :~ ' II Ii II II, II Ii II' II II II II ' II <- II ll...t ' II I L II I~ Ir II " II II Ii II ' II II II II II II II II III II ';;" ::' 4,' II II ' II II II II II I II' II " II .' -il '\ II II m~-- \::'" II 4, Iii I:: " II. I:: ' II I:: ' II W II III II II I:: 1\\ Date Received: STORM MH SEP 1 4 2011 o 10 20 40 ~'~~ SCALE: 1-=20' II /I II II /I II II II II II II /I II II /I II /I II II II ' II ' II II II I II ' II /I /I I II II II II II II II II II /I /I /I /I /I II II II /I /I /I II /I /I /I /I II /I /I II /I II II II II II /I /I :: I II II II II CAUTION: UTILITY CROSSING IE=446.1:f: (EX. 15" SD) (NEW 6" SS) ~~J5J ! / , j \ \ \ A \ i \ / ! I <;v '<;f-' (0 ~ I j / ~ PROPERTY LINE o~ """' Q"l """' 3 U ~N~~ '"0 ..Q >OllO I !.... <("1"11'0 (1) "01'-1'0 I 1'0 Q) c:: Q') "I I'- co "I Q') L() ONa::::~ 0 !.... .00.......... ~ ~ W AlO 1'0 N ."0........0 0; (f)c:: lO (1) 0..2 ~........ 3 ..c o~ 0 x '"0 I-- (X) o..c 0 0.: nO-O-u.. ~ <( l- (f) 0 z (j) -+-' . (Ii ..Q L() <D 0 I 0 0; 3 '"0 L 0 I 0 -c EXPIRES: 0; 3 '"0 (j) I 1'0 ..- co L() ..- ..- 0 W 0 0 ~ ~ ~ N N ,..; Q 0 N 0; cD ro 3 0 0 '"0 .....; I z I 1'0 ~fD (f) W co L() CD ~ 0 Q ~ N vi)- I 0; (f) W 3 ~CD CD ~ '"0 ..Q I 1'0 co L() 0 (j) N Z 0 <v I- - X (j) ~ (f) > I- U Z Z W W ~ ~ w ex:: ~ t- o (J) U -:> (f) ~ n::: LL 0 W ~ n::: x u I :J ~ CD .. "'- ::) (j) Q.. 0 n::: u ~ W (f) Q.. Z (f) ~ 0 0 ~ t:: w <( 0- ~ (f) n:: n::: ~ 0 (.) w (f) Q.. n::: W Q 0 0 N "- Z 1'0 "- (J) Project #: 10583 Store #00328 (j) E Designed By: BS ~ "- (j) -+-' Drawn By: BS 0 0 Checked By: AK Q"l 3 Date: 09.20.2010 ~ ..- Q"l Scale: 1 "=20' Q. I 1'0 Disk File: 1 0583-pg 1.dwg co L() 0 Model: /' c 0 :;::; 0 Address: -+-' (j) 650 "Q" STREET (j) SPRINGFIELD, OR 0 Q"l /' Q"l GRADING, PAVING, AND c 'C (j) STORMWA TER (j) c Q"l MANAGEMENT PLAN c:: Q) FRED MEYER /' 1'0 co GAS ST A TION L() 0 "'- Drawing No.: /' (j) 0 0 0 S -4 of 6 0 --:: 0... Q) Li: <> <> <6 ~ ~ " d'v Co" '( )- <v~ IIvG ENG\~~ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 ( 425 )251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES LEGEND PROPOSED FINISHED GRADE SPOT ELEVATION 453.5 ~ 453 ----------- PROPOSED CONTOUR LINE PROPOSED PAVEMENT RIDGE PROPOSED PAVEMENT SWALE PROPOSED CATCH BASIN PROPOSED STORM DRAIN . SD __B/DGE .. ... ... EXISTING STORM DRAIN PROPOSED ASPHALT PAVEMENT I I ~ I ~ ~ I PROPOSED CONCRETE PAVEMENT TOP OF CONCRETE FLOW LINE PROPOSED ROOFDRAIN (DOWNSPOUT) MEET AND MATCH EXISTING SURFACE FLOW DIRECTION TC FL DS ME ~ m STORM DRAINAGE CALLOUTS CD FLOW- THRU WATER QUALITY PLANTER Wi UNDER-DRAIN. SEE LANDSCAPE PLANTING PLANS FOR ADDITIONAL INFORMATION. @ 4" PVC SDR-35 @ 2.0% MIN. FOR ROOF DRAIN CONNECTIONS TO STORM. SEE ARCHITECT PLANS FOR CONNECTION AT COLUMN. TYPICAL FOR ALL LINES UNDER CANOPY. o 6" PVC SDR-35 DRAIN PIPE @ 1.0% MIN. o 6" CLEANOUT TO FINISH GRADE. @ CB#l - CURB INLET BOX (NEENAH FOUNDRY R-3165 OR APPROVED EQUAL) W/STANDARD GRATE RIM=451.00 IE=450.12 (8") 161,195 S.F. Ji @ 8" BALL VALVE (NORMALLY OPEN) DOWNSTREAM OF CATCH BASIN, IN CAST IRON BOX WITH 18" CONCRETE COLLAR. PROVIDE MATCHING T -HANDLE, SET TO WORKING HEIGHT, TO PROJECT MANAGER. (j) 8" PVC SDR-35 DRAIN PIPE @ 0.5% MIN. @ CB#2 - LYNCH BRAND CATCH BASIN (MODEL LYN-CB-42-6 OR APPROVED EQUAL) W/ HIGH HEEL PROOF GRATE RIM=452AO IE AT ELBOW=450AO (6") @ TRENCH DRAIN SYSTEM, INCLUDING; A. TRENCH DRAIN: J.R. SMITH 9931 SYSTEM W/ DUCTILE IRON RAIL EDGE, PRE-SLOPED TRENCH, END CAPS AND CATCH BASIN, ALL SUITABLE FOR CLASS 'c' LOADING. B. GRATE: SLOTTED CAST IRON #9870-477-MADA W/ LOCKING DEVICE. @ CB#l - JR SMITH 9936 INLlNE C.B. W/TRASH BUCKET AND HEEL PROOF GRATE GRATE. RIM=451.6 IE=449.76 (6") @ 48" INSIDE DIAMETER SPILL CONTROL MANHOLE, WITH ROUND SOLID LID, PER CITY OF PORTLAND DETAIL SW-500 RIM=452.8:f: IE=447.00 (6" IN,OUT) BOTTOM OF 18" TEE SECTION=445.5 BOTTOM OF MANHOLE=442.0 INSTALL FLOAT ASSEMBLY WITH SENSOR WIRED TO KIOSK TO WARN OF FULL CONDITION. @ 6" BALL VALVE (NORMALLY CLOSED) IMMEDIATELY DOWNSTREAM OF SPILL CONTROL MANHOLE, IN CAST IRON BOX. PROVIDE MATCHING T -HANDLE, SET TO WORKING HEIGHT, TO PROJECT MANAGER. @ 6" PVC SDR-35 SANITARY SEWER @ 1.0% MIN. @ FIELD VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING SEWER LINE PRIOR TO CONSTRUCTION. CONNECT TO EXISTING 8" SEWER LINE USING AN INSERT -A-TEE CONNECTION (OR APPROVED EQUAL). NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES. @ CONCRETE SWALE @ CB#4 - LYNCH BRAND CATCH BASIN (MODEL LYN-CB-42-6 OR APPROVED EQUAL) W/STANDARD GRATE INLET. RIM=451.10 IE=449.60 (6") 'I r---------- I ------------_________J I " " " " " " " " ,4 @ CB#5, 24" SQUARE CATCH BASIN WI BEEHIVE GRATE SET AT DESIGN WATER SURFACE ELEVATION (ELEV=450.60) RIM=450.60 IE=447AO (6" N) IE=447 AD (4" E) IE=447AO (8" SW) @ REMOVE EXISTING 8" STORM LINE AND RE -CONNECT TO NEW 8" STORM LINE. FIELD VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING 8" STORM LINE (LOCATION SHOWN PER CITY AS-BUILTS). NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES. @) FIELD VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING 24" STORM LINE (LOCATION SHOWN PER CITY AS-BUILTS). TAP EXISTING 24" STORM LINE AND CONNECT USING AN INSERT -A-TEE CONNECTION (OR APPROVED EQUAL). NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES. CUT/FILL QUANTITIES: CUT: 1,800 C.Y. FILL: 1,600 C.Y. NOTE: CUT/FILL QUANTITIES ARE APPROXIMATE VALUES FOR PERMITTING PURPOSES ONLY. THESE QUANTITIES INCLUDE TANK EXCAVATION & BACKFILL AND PAVEMENT REMOVAL & REPLACEMENT. NOTES: 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 2. 3. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. !f'\.'{" , . .If of L\ pa-~ EXPIRES: ~ .- .- .- .- w 0 0 !< ~ '" CI .- r<) 0 '" <.0 ro 0 0 Z I ~>- (f) W a::::c.D c.D ~ CI 14 ' S cn>- I (f) W ~c.D CD ~ EASEA (J) Z 0 - (J) > (f) I- Z W w ::;E 0:::: ::;E 0 () (f) ~ 0::: 0 ~ () :J CD => CL 0::: W W \\ CL "'\X / z (f) 0 0 i= !::: w CL ::;E (f) ~ 0::: ~ () W (f) CL 0::: W CI ci z Project #: 1 0583 Designed By: Drawn By: Checked By: Date: Scale: Disk File: Model: Address: FRED MEYER #328 - SPRINGFIELD, OREGON NORTH PARKING IMPROVEMENT PLAN o 1 0 20 40 ~~~ SCALE: 1"=20' NW 1/4, SEC. 26, T 175, R 3W, W. M. SPRINGFIELD, LANE COUNTY, OREGON REMOVE AND REPLACE EXISTING DAMAGED EXTRUDED CONCRETE CURB (PER DETAIL THIS SHEET) 4" WIDE TRAFFIC YELLOW PAINT STRIPE FOR PARKING STALLS. ~ ~\)~ ~<0'0 \\ S '\CC ~ ~\)~ ~<0'0 \\ S '\CC ~ ~\)~ ~<0'0 \\ S ,\'0 ~C) ~'\- x REMOVE EXISTING STORAGE CONTAINERS AND CARTS C)\) ~~. to ~' I:, \ ~,\' ~ Ii ~\ _.~- )(--------: ~/Q \ ~ ",~,"-~\;- ..~ - ;~, - ,~ Cb 'i ,:~~~~, :~~:=~ <\ ~---------=----~~- :.r~4*__=_=___~ V ~ /~ .J ~ f: ,//;;! i' '\---~ry~\------.\-------\r;----\~~~~~~:::~:::---'\------~:::x::::::"\::::::::7T-=l""r'\ \\ . 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'~\,\'\ /#;/? c;=u II" /~".~~ "~\ I ; /i"/.' 'I It I" ~ ' I,d " 14' SPO MWATER ::' : :~ ~\) ::'" XS:t'.- i! ~~z,,(/, ~l ~(' 0,1! ~~-r ; TL ifc ~~"",ii~~:s:~tr:~, /7' EASEMENT ii ! 1<,' '5:1~("''\' W . ~ /j //.-~~1....:::;-:-::::"^~ '." ,\// C'NLh~ :: ,i! //" 1 I r ..0^.dO' \1" / " ,J '\ \', I, ~ j> I, '1 /., II Id .:.J II "..; v' ~'A....f :-...,' ' II , <.,,J-...-- /'- I (", ,~;.,.i\-':~.!;..::F:./I~> ~\I/ / l~!:: '" /'i'i'// 'V 1x~#~#-~~~,.:\O:f ~: I 9'S J> I: ~.,~-~\ "l I \x'.J \x y, <>"<, .,. . ~R-s /' ({ ::' ~ 'i,/,/'i/ 0' \ (~" ',,').. '''.,''., t; I:: ; ~ i,f'" ,JI\ \ ~ \, + b<V)~Oj INSTAll FLOGARO'RlUS CATCH / A;f:/jj\x'i [j-J N~, / 452 I \ ~J ~ ~) ..} ::: !' ~;,"'~!.",.",""'" ~:'::",:I'.C/ \1 \" \ ',\~I ~J' BA5!fJ; INSERT FILTER BY~- j i.r) :: n~,,~ i.~., /f[? 45:;9/ \ ~~ ~'" ~J / ,,/J ///~ i~~cck~::~>t;~ b< ~~~J~:~O ~~STAR (lYP.) ~ ii ! Ib< ,!:>'G><, /' \ \; '-..., i 7'-I1c X' ; , X,:>~ II ~ 9l · b< \ f" ':, RE~\.N !: 1'1 b<':>" ritfB, / <:... / \ BASIN,,! Zlf </;S<;;>/ ,~/ /1,::,5,:2i~/~/ '~')'!\x ~~~\X~\x<;) \', '~" . ~ EXISTING OUTDOOR GARDEN CENTER ;:: I IT -~'fi tLr'IY/ s<\J //"X ..-..-.. 4i:':n 1'", xS v 1.8,J ~r";~ V' (,<0 I-- j ~ \~ Y j :: I I ~ ::3: I I:: ~~~p~ S0 ;1I<i'-:<I../' A j '^'~;.", (,.,(~. / i LO \'\ <.n / (~ ~ / '/'/"""'-"'" / :: I I ~ ::': :i ck ~~ '\ ~ 6 (VV) ~/!lSJ.tL(~'J /",//" I ~ ~ r;b \x \j'Vy:>CO lr, / fx DC) /".,/" "~ / : I ,e) : :~ ii, ,1 ' " ,,-i/'/ \x~//// INSTALL' FLOGARD ~U.Sf'CATCH .Y,I r.:!//",/,/rr !~"- ~~ ~~ ~\x. J \~~~-~~6~' 7$7. ,;; ,./ ~ t:)~ I I'" II I .:'_'r....-~'-; / BASIN INSE~FILTr: ,'{ .d"I ' "'- 111 ~ ~ f ~ "'(:... "" /,\ //~ '. II JI ~ ~// . ~, ;r II f ~ r. ~ V(..J "-.... " r jI 1 I 1,1' . '1 ~ KRISTAR (TYP..,} "-. ,//' r '. I '''-'''''' (,\) ------------ --:::- fr='-.:'-::::-~-..-"'----cX---- ----..~--..;-.::--::.---..:.::---..X.. -~ f. ,,/ II I 1 ii "~//;f&' // . ><",1 "'- ~// ,/1f ~/// ~/l Ii 11)<// ,,~~---------:-/) -- ,----- ------------f-----'~, /;r--_ "~\ ~"'~" h /~/-i~~: /\t) II 'Y ,'f J /\ / f }-, . L' L. / " " \t.; . --.' V\ " \x .. II I I I ::' I),~. ~~I \x Y ~/ / I' "", ~t,/ <"',,-0 "fs9' w/ ,6 I \\ ~ ,-- ,,- ~-~'. ~ \~/) Ii I I ::' " ILLr~. / (~""t )Z ''', ./f 9'Si:? -SA' i{ ''\,' ~, / II I II. I 1<.: I ty~<J(\ 'J / ~, ~, ~ f l ~ n u 'I, ' ''', ~---, II : : Ii": *"'il_6~'\':>v'- ""-~_,-,-, ---4&2,B-'- ,," ''{, / ;' I ~/ I "'9 :' , \cm---~'X:~~~:~~~~~~~~~~:~~L*~::~:~~~~~:~~~~~~~"~~~~-'-'/' II I I! ~ ' ::- ~'--;:MAPLE ~').."'" I "" r. 1:>'0 ~/ 0'1. /// ", : : I [i": fJ X b< ~I" ~v <7 I // X~~. L/ , (;/ INSTALL NEW 7 STALL l.f <t , }.-... X ( ~/// BIKE RACK. 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I I I I I I I I I 1 I I I I~:::::::::: I I /\ I I \x \ :1,\' ~ J ~J~~ fir t{~ db t',~ r f't1 I I I J.J.r-. I I I I I I I ~ ~ I NEW ADA PARKING STALL WITH PAVEMENT MARKING AND SIGN INSTALL FLOGARD PLUS CATCH BASIN INSERT FILTER BY KRISTAR IN ALL EXISTING CATCH BASINS IN THE FRED MEYER PARKING LOT THAT DO NOT ALREADY HAVE THE INSERT (19 FILTERS NEEDED) NEW SIDEWALK RAMP. MAXIMUM RAMP SLOPE 12: 1. PER DETAIL THIS SHEET. . -. -./it;_. -. -. -. -.- \c)'" I' 12" t 12" '112" "112" "112" t 12" t 12", I 1 :48 MAX. SLOPE TO PRIMARY ACCESSIBLE BUILDING ENTRANCE I L() <0 I") NOTE: MODEL SHOWN IS RR4H = 9 BICYCLES. SEE SITE PLAN FOR PROPER MODEL. (OWNER FURNISHED, CONTRACTOR INSTALLED) MODEL RR2H = 5 STALLS (38") MODEL RR3H = 7 STALLS (63") MODEL RR4H = 9 STALLS (87") MODEL RR5H = 11 STALLS (111") ENTRY ACCESS N . :-:~ ..--~ 9" 6" MIN 6' 7" 1" 1 " N "- .- CURB LINE ~ DRIVE~ DETECTABLE WARNING PER CITY OF SPRINGFIELD STANDARD DETAIL 3-30 NOTE: 1 :48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS. ACCESSIBLE ROUTE OF TRAVEL SHALL BE BORDERED BY 48" WIDE (MIN.) SLOPE NOT TO EXCEED 1 :48. VERTICAL OBSTRUCTIONS IN THIS ZONE SHALL NOT EXCEED 1/2" HT. MINIMUM EXTERIOR RAMP WIDTH IS 48" REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE. 4 <1 4 ASPHALT <1 <:1 1 :48 SLOPE MAX J 48" MIN. SEE PLAN CONCRETE WALK 3' 3' SURFACE MOUNTED 2.375" OUTSIDE DIAMETER GALVANIZED PIPE EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE Date Received: BIKE RACK DETAIL SEP 1 4 2011 ADA CURB RAMP NOT TO SCALE ("DERO ROLLING RACK" BRAND, OR APPROVED EQUAL) Original submittal NOT TO SCALE tf:, 0+ \\rCL~ <> <> (') 0 o ~ 't- ..... \Pv Co~ '( )- Y.,~ '/Va ENG\~~ 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Q'I ~ -0 0.. ~ 0 (I) .q- ~ ::3 .q- o ~N~gj (f) >oll.t') 0 ~ <(NNt') (J) -0 l' t') , z CJ) c: 0> N l' <l> N 0> -+-' ONa::::r;)i" 'en ~ .00........ ~ W .l.t')t') .D .-0.........0 L() (f) c: l.t') (J) 0..2 ~......... <.0 a ...c o~ 0 x I l-- co o.c 0 a t')CLCLlL. 0; ~ -0 ~ 0 I 0 ..s::: 0; ~ -0 .....; I to OJ L() a .- N 0; ~ -0 (fJ I to OJ L() a ~ 0; ~ -q ..D I to OJ L[) a ..- N -+-: <l> l- X ~ 0 z <( l.L. W l- (f) -;) ..- o Q. I Store #00328 ~ L() BS a ,/ -+-' BS ~ AK ~ '> 09.20.201 0 ~ 1 "=20' 1 0583-po 1.dwg 650 "0" STREET SPRINGFIELD, OR NORTH PARKING IMPROVEMENT PLAN FRED MEYER GAS STATION Drawing No.: s of l.L. W ~ x I ~ o () (f) ~ <( m <<::;f- a a N '-..... to '-..... m <l> E 1-= '-..... <l> -+-' o o Q'I ~ -0 c o 0::: <l> -+-' (jj ,/ c o :;::; o -+-' (fJ (fJ o Q'I ,/ Q'I C 'C <l> <l> C Q'I C <l> ,/ to OJ L() a ,/ (fJ a a a a ..- --:: 0.. ~ i.i: EXPIRES: (,. '0. t1 ..- ..- ..- ..- w 0 0 t;( ~ N Cl ..- to 0 N to <Xi 0 0 NEW ADA PARKING z I ~>- (J) w STALL WITH a::::: co m ~ MARKING AND Cl (TYP) (1)>- I (f) w ::5 CO m ~ FRED MEYER #328 - SPRINGFIELD, OREGON SOUTH PARKING IMPROVEMENT PLAN o 10 20 40 ~~ '11' \ " \111 SCALE: 1-=20' ~II ',/'H ~r.i ill Q;l) \ // :: !,. III ,,\ II /....-l 11 \A. /'" I II ~ _._._._.~~-.~.i~.-~-. ~._._._._._._._._._._._._._._._._._._._._._._._._._._.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. II \ I: <J 'f 11 (,... 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SPRINGFIELD, LANE COUNTY, OREGON 15 LF 4" SDR-35 SS @1.0% REMOVE AND REPLACE CONCRETE COMPACTOR PAD. SLOPE TO NEW DRAIN. ---- / '" . '" I \' A, / ' 1;/ \ [><] l <::::~~~~:~:~ \, I .-. ~:II)_. -. -. -. -. - .~~~' \ ,.; y \'\ j I '\ "I' "'" \ "'" n / )\ \ i'l/ \ !! ,~. ... :: \. j II ~ ! I j ,/ ~ ~\i~ 1 I '~~":;'~~ .! 1 ~~,',,,,,. '~~~ I a V) a -- IV) IIItIC) - · - · - o -r- ._._._._.~ ~~'V MATCH LINE SEE SHEET SP-5 UCP -- -- 81-- -- -- -- -- 18" wwl -- -- -- p // NEW LYNC!;V CATCH BASIN RIM=451,.30 Gf?EAS[~=448:75 (6" W, 4" E) ;''\i f':O,;\ ,P-E.lKf DETAIL SHT C5 \j L. [../1. f \j \../~) i INSTALL FLOGARD PLUS CATCH BASIN INSERT FILTER BY KRISTAR (TYP .) MAINTAIN MIN. SEPARATION BETWEEN UTLlTIES NEW CAST IRON FLOOR DRAIN RIM=451.30 IE=448.90 (4" W) INSTALL 4' X 31' METAL AWNING ON BUILDING WALL OVER 2-BAY TRUCK DOCK. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. NEW IE = 448.65 (6" E) CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITY PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. INSTALL FLOGARD PLUS CATCH BASIN INSERT FILTER BY KRISTAR IN ALL EXISTING CATCH BASINS IN THE FRED MEYER PARKING LOT THAT DO NOT ALREADY HAVE THE INSERT (19 FILTERS NEEDED) [%l 161,195 S.F. .",~___1 NEW SIDEWALK RAMP. MAXIMUM RAMP SLOPE 12:1. PER DETAIL SHEET SP-5. 4" WIDE TRAFFIC PAINT 45. ANGLE) cO ~. ~<t ~ ~. o ,\~c, I , I I I I I ~-----------------~ / / / / / / / / ( I , I I I I I ...._____________J I I I : INSTALL NEW 7 STALL I BIKE RACK. PER 1 DETAIL SHEET SP-5. I I I I ~-, I I --l----------i i \ I \ : \ I , \ 1______-----....--- --- -- NEW SIDEWALK MAXIMUM RAMP 12:1. PER DETAIL SHEET SP-5. '" INSTALL TWO (2) NEW 7 STALL BIKE RACKS (MAINTAIN EXISTING RACK SPACING) PER DETAIL SHEET SP-5. I- W W a: tn I " NEW SIDEWALK RAMP. MAXIMUM RAMP SLOPE 12: 1. PER DETAIL SHEET SP-5. NEW SIDEWALK RAMP. MAXIMUM RAMP SLOPE 12: 1. PER DETAIL I SHEET SP-5. r-L-----[-------------i----------------------------J--- I I : I , I , I --------, <:I .. t> ' 33' ADA PARKING STALL WITH PAVEMENT MARKING AND SIGN (TYP) I I I I I I I I I 4" WIDE TRAFFIC YELLOW PAINT STRIPES (2' O.C. @ 45. ANGLE) 4" WIDE TRAFFIC YELLOW PAINT STRIPES (2' O.C. @ 45. ANGLE) NEW ADA PARKING STALL WITH PAVEMENT MARKING AND SIGN (TYP) NEW ADA STALL WITH PAVEMENT MARKING AND SIGN (TYP) /;:-;::'=--':::---'::'::':::-':::-'::--'::'::"':::'::-" 0 do /:j/ Date R celve 0 1/ II II II II II )I II II \~ /;';'" \\ ,A...(. >, f '>-..:-..:' >.'.Jl19lt' a ~ (;; ot It PClCCfS> <> <> (') o ~ "t- ..... <Pe;, ~>, <. J" <v <(-. ItvG ENG\~~ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES CJl ~ -0 0.. O. Q) -q- 2 ::s -q- ~ () ~C'l~~ (j) ..?toll.{) !.... C'lC'lf'/") 0 ~~~~~ z o C'l a::::: r:;:)f' -2 !.... .00....... . if) ~ l.1.!-oB~ ..0 (f) C I.{) L() (l) 0.2~"""'" <D ~ ~~~~ 9 o ..-- U) :z 0 - U) - (f) > t- Z W w ~ et:: ~ 0 () (f) ~ ~ 0 3: () :::J m :J 0.. ~ ti w 0.. Z (f) 0 0 ~ !::: w ~ (f) 02 ~ ~ 0 w (f) 0.. ~ W Cl o z ..-- o Q.. I Store #00328 ~ L() BS 0 /' BS Q) (j) Project #: 10583 Designed By: Drawn By: Checked By: Date: Scale: Disk File: Model: AK ~ .:; 09.20.2010 &. 1 "=20' 1 0583-dd 1.dwg Address: 650 "Q" STREET SPRINGFIELD, OR SOUTH PARKING IMPROVEMENT PLAN FRED MEYER GAS STATION Drawing No.: s of CJl ~ -0 ~ o I o ..c CJl ~ -0 I n co L() o ";:::; CJl ~ -0 (j) I n co L() o ~ N CJl ~ -0 ..0 I n co L() o ~ N ..;...: Q) l.- X ~ u z ~ W t- (j) J LL W 0::: X I ..-- ~ Q) o () (j) 2 0.. o o C'l ~ ~ o C'l "-. C'l ..-- "-. (J) Q) E f.= "-. Q) -+-' o o CJl ~ -0 c o 0.. Q) -+-' U5 /' c o :;:; o -+-' (j) (j) o CJl /' CJl c 'C Q) Q) oS CJl C Q) /' n co L() o ~ /' (j) o o o o ..-:: 0.. ~ u:: o 1 0 20 40 ~~~~ SCALE: 1-=20' I- W W a:: ~ I 10 LANDSCAPE PLANTING PLAN If Ii I' iICVG:/; .." .,,~ (. e// Ji Ii!! lWf~~ ~ \ ~ J~' /,~::e ii -~---4}!: -ill::~S'AN: rj~:~ '--r"-r ..,_m, ___m'~~~~"'_""_"Om".....m -,--..,..... n r,S/~j: m'..'... //./,~/' _,mm'" c:,~~:.:.:-::::m'- ,........li()-..--',.._-' ,'!"i!'''' \.,\~ !~~,\~.~.111t ;, / ,4" 5 .._:~ 0 : ~:;;;6r?~'~'"'''' ////:: II !: \::1. ~,:,Y'}'::::::: ,,-- --"! // 'I I' II \ l::,~"f-'::::: I ,// : : _,..'m'..'. ,,',-,ir.......'.......,., :\ &1& / '-- ~ I: Ii i_::jJlt.~~-:::::_:-,m_:~~~~:c; -:~ ~~r1tr--\ \\ ,\ /" j I: ii :-:: U~: 1/ }_,..__,mm l///..)\'~jo //" :: i /:1 ,,, fiW"""i7- ,-."', _/y/-' / :: i 1:1 \\ ,~,_.., :~ I"' / , ? D' j ~ ////tS/ ~ , I j ~ /: ~: V:: :1:1 \, t"l\.i~~f;4: l\i.:-,...~/ ~ ~ _i~j~~i) 1 ~ ~ ..-~~,I<.K:;~ .1 /1/ ill ,,~,M~:I '/;"" /~~) .V'i ' .' , ~ ,^ ; I I mt~~\I~// ~.. ~~ j~:/! 1 \' ;' %k~ / '!! ....i~ ~ -? ' \- -.... -- - ,.., - ............, .., - ,- ,m - - - .- om - .... _,::::m .." ,.." ,J fiX Vil "A'" 1 1 1:1 l: f.::i':~~:' <? ~ C'-( / -- ~ - -- .... - - - -- -- ..- - ~ - ..,.. -- - ,'...... ~ ~ 'd.' 'I '11111 j/ iM-11 ~ - ~;o' ~" I \ \ ~Jl RY i' :1 / ~ "I " ,,~~ JV l' II :: '--..l" :-- < 1 " :" I II I111 ~. ,,, /ts "I ! '''-~~~ ' ! 1:1 f ,/' : / '- I II II :J - V< ~ /" I \, I :1 ii I') ", "p 0" G .... " ; \' I :1 II ' I /0 ! "'" / \: i I 'I ii 1(, X" Ir- - --;- " " , // \,: \ I!: !! -..; ~ ,,~',:/2'i CA ~,v~I~1 ~~i/<~~~:~i~u~~l~~~~~~~~~~~~~~~~/ 'ii! l Ii U ' i f rl ,t: rAU I ) J j...--J "" ~'i :: I I lJ Ii 13 .. ~...- '1'........._,. .~ ; '! L :: I IiI ii : j y' :-y--r-- \1" , : ~- -- -~-'\;, " : ii I: il ''/ ":-'1 ' ~ ' ',,- II ! I:' f" i, ' "1.... "~',.~~: I :1 /,,, : ~'" ' ~ II l I:l / ' ? " i'\,\ 1L I~I n II~''.~.-EXISTING SOIL AND MULCH ALO~G S(DEWAlt< ii "---I--!I , t:, I LJ U AN$ CURBING MAY NEED TO B~ REMOVED to :: I - I ,~", i -- .. ALljOW FOR NEW TOPSOIL AND MULGHt VERIFY~) :: I;! ~ I / \.,1 liON: SITE PRIOR TO THE START OF A~Y WORK / :: t : 7 II , ,'-...LJ TYRICAL' I ! Ii /, i ~ .~ 11-';'" ,i " II : I ~'7 ~:~ 0 0 1 : : \ ii /, i (. ! :: t, I \ ,:... .,- I U '\,\ '\ i X ,>: ~ --~, III W i I ~,: ,,; i! \[ [ d t_,..r;..;v' ) '" ~ 1--- ~ - · i I REMOVE ALL EXISTING PLANT MA TEl ~L J ~ \ ii I,! "'- ~." \~.)" \0' ~x,: I,~ ~~I~~~UIRED FOR NEW PLANTING \ : ii Ii ~4I:5 ,~ I </ I ~-?\I CD: ii -]' ) :~,,-,7 ~1 y I, ;2: ii : '"., .~ ~--/-', Y ,i ii \} \\! 1, ~ 1 // I ii : IiI ' (~;J(l ~ @ 4-, n:- -- ji ill (t---~~/~- I /: __J :ii t I"'~ , ) I :\", Iii Yri I \" Ii! ,,: :~: U) \ , \ '\,\, ii" :i! :~I , ~;~ I' 1'111 ) \' ~ ----~\, I II .~ ;0--, :::- -.,,-- ~ . ~-- -- ---i;! :v \ 1 , ;:M( \ ~ --- \ ) '\ i I: <": ~~ \ P ~L---REMbVE ALL PLANT MATERIALl j ~~ I I AS REQUIRED NEW PLANTING I'), ~ " :: ~~ " :: ~ lZ. \/ TYP~CAL A , ' 1\ 0" 1- a [J .," ~ '-/ : .;' .,/ \ ~" v :^, '-/ l ) 't \&:' "" ,~ '-<'U A L/ "(I.! \.,~, (Ij(,,' ~ ~ :'-- __ " /! - \ '," !;, " f ~ ~ ~ ~~ f~ " ~ , f! i" .... .. ~S" ..... " " : + + + t"'t7 ~ ~, ~ ,'7. - k' 7: ~ ~~ ..... if '1"1:3:,1.."- +A+ 1 \.d - 7, ~ ' A 9r ~~,_ .'-. - -- r~<-'- -- HI" 'XIX, ';:;J \ .r"X;-: m' :1<, -, " ~ -.'. :r/ / / / / / / / /,> ~ I , c-..; ,.---l/ ,-, '---" -i :;: r---- 'V/ / / / / / //1~ ;,..1 !' !:/~*I~P:;-~;:y~m '0'\ ~ r/ /\ ~.~ i-' . +1 + \ ~ ' ~ IN ~ ~ \~ ~J.:T.^ jfC-_ i +~,,-I:,t+l+X + vi+ ,~ '7 '/ b - / ~~ ~~~~~~~ - - I m o o : '~~~ : : : ~ r---------- I --------------_______J f I I I I I I "t\ 1 ""'--t- --------1 ,...../'- '-'~- ~--- _:;--::.c:.-::.-::.c:.c:.' " "\ ~ ~ ~ ~ "CEXISTING SIGN MAPLE ,l~::, CAL. ~"::.._' --7 ......~--.. ~"-'--J,."_ MAPLE 1 3 tJ CAL. ........t........""'''-c.,:-:<:::' ........., '~'''' -- : : : I 1,____- I~_~' ,-"'i : --.., ,"-' .....-. '-- ,..::::::::::;;:.., :". REMOVE ARt! I/\In PLAJ ,- - EXISTi~G Rf::"'OlIlRFn 'PiCAL I.. ,I t.t'\ 'f ; '\ ~j 1: ;~ s; c: ji"~ : : : : : : : : : : I I ,__ ,----- - -------- --- / -I 1-." ._-(") ,---- .___''C'_----------m---- ,--- ._'-"'_.__ ,-- -- ----- - - - - - -.- ,---- I ,---------, T STREET ~GH~u~ llJV" ' , \ T STREET <> <> SHADY LOOP T STREET ~ ~ 't- .... <P <0" ~ r <V<(. IIVG EN G \\\<v 18215 72ND AVENUE SOUTH KENTt WA 98032 ( 425)251-6222 (425)251-8782 FAX CML ENGINEERING, lAND PLANNING, SURVEYING, ENVIRONMENTAl SERVICES S STREET S STREET S ST. SHADY LOOP DR w w a:: In o Z N w w ~ (I) :r: 10 Q STREET t;J W ~ :r: 10 VICINITY MAP N.T.S. BOTANICAL I COMMON NAMES TREES: SIZE CONDITION SPACING QUANTITY REMARKS o ~ ~ U ~N~~ ~ ~~~7 ! 01~0l N\;) 0.. o NO::: to" :2 L .00........ ;:s ~ lLl-oe~ V) (f)c. l() Q) 0.2~"""'" 0 ~ ~~~~ ~ ....... '00 ..CJ l0 <.0 o I o LANDSCAPE PLANT MATERIAL LEGEND SYMBOL 8 Q0 8 o o o - CORNUS KOUSA / KOUSA DOGWOOD 2 ft CAL. AS SHOWN 9 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, LOW BRANCHED ZELKOVA SERRATA / SAW LEAF ZELKOVA SG\ST~ ~ /'/<Yl 6fl ,/ ~J Arthur M.I i~idel // l- J7 OR\E;G 0 N ' () ~/ 1 ~~l;};rl ~ ",k -1P[ A~G ONLY WITH . 2" CAL. AS SHOWN 2 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6t I EXISTING TREE TO REMAINt SAVE, AND PROTECT SHRUBS: o ..- o N cx:i ..- o to o ..- ..- o "! w ~ Cl HELlCTROTRICHON SEMPERVIRENS / BLUE OAT GRASS 2.5' O.C. 162 ..- a 1 GALLON LONICERA PILEATA / PROVET HONEYSUCKLE MAHONIA AQUIFOLlUM tCOMPACTA' / COMPACT OREGON GRAPE 18ft - 2f' 3' O.C. Z en ~~ ~ Cl (f) ~ <( 44 MATCHED HEIGHT AND FORM 18tt - 21 ft 2.5' O.C. 27 u)>- en ~CD ~ en ~ <( PRUNUS LAUROCERASUS tOTTO LUYKENt / OTTO LUYKEN LAUREL 18ft - 21 ft 3t O.C. 36 ROSA RUGOSA / RUGOSA ROSE (J) Z o (J) > W 0:::: 18t' - 21ft 3.6' O.C. 69 GROUNDCOVERS: FRAGRARIA CHILOENSIS / BEACH STRAWBERRY 4ft POT 12ft O.C. AS REQtD HOLD 12ft FROM BORDERSt SHRUBSt AND TREES JUNCUS PATENS / GROOVED RUSH 4ft POT 12ft O.C. AS REQtD z :S (l. W I- en o w en ~ a:::: a:::: w (l. w (J) L5 ....J W a:::: !:: ~ a:::: w (l. EXISTING LANDSCAPE TO REMAINt SAVE, AND PROTECT EXISTING LANDSCAPE Z o i= Q.. a:: o (J) w Cl TO BE REMOVED ci Z N LANDSCAPE PLANTING NOTES 1. NET AREA OR NEW AND UPGRADED LANDSCAPING: 4,148 SQUARE FEET. 2. ALL NEW AND UPGRADED LANDSCAPE AREA WILL RECEIVE A PERMANENT UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. SEE SHEET L -3 AND 4. 3. NEW IRRIGATION SYSTEM WILL BE AN EXTENSION OF THE EXISTING SITE IRRIGATION SYSTEM. 4. IRRIGATION EQUIPMENT WILL MATCH THE EXISTING EQUIPMENT USED ON SITE. 5. ALL EXISTING TREES NOTED TO REMAIN WILL NOT HAVE ANY NEW CONSTRUCTION OCCUR WITHIN THE DRIP LINE. 6. ALL EXISTING TREES NOTED TO REMAIN WILL BE KEPT FREE FROM TRUNK ABRASIONS. 7. ALL EXISTING LANDSCAPE AREAS NOTED TO REMAIN WILL BE PROTECTED BY A CONSTRUCTION FENCE. CONSTRUCTION FENCING WILL REMAIN IN PLACE UNTIL THE END OF CONSTRUCTION AT WHICH TIME IT WILL BE REMOVED. SEE SHEET L-2 FOR DETAIL. 8. TOPSOIL WILL BE PROVIDED TO ALL NEW AND UPGRADED LANDSCAPE AREAS AND WILL BE AMENDED BASED ON AN LABORATORY ANALYSIS. f of t\ ~ct~S Project #: 10583 Designed By: AMS Drawn By: AMS Checked By: AK Date: 05.19.201 0 Store #00328 Scale: 1 ft=20' Disk File: 1 0583-pg 1.dwg Model: Address: 650 ftQft STREET SPRINGFIELD, OR Date Received: LANDSCAPE PLANTING PLAN FRED MEYER GAS STATION 1 4 2011 Drawing No.: Original L-1 01 3!: -0 (/) I to co L() o ..-- N 01 3!: -0 .....; I to co l0 o ..- N 01 3!: -0 ::0 I to co l0 o ..- N 4-.: (l) l.- X ~ o z ~ W l- V) J l1.. W a::: x I ~ o o V) :2 0.. OJ l0 o N .......... N .......... OJ (l) E i-= .......... (l) ....... o o 01 3!: -0 N 08 ..- ....J I to co l0 o ../' Q) V) 3!: (l) .:; (l) a::: c o 0::: (l) ....... (J) ../' c o :,::; o ....... (/) (/) o 01 ../' 01 c 'C (l) (l) C 01 C Q) ../' to co L() o ..- ../' (/) o o o o ~ 0.. (l) li: LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLlSHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO.1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1 -1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR ''y'' CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SU BSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE-IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULlTNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "D". C) NATIVE SURFACE SOIL INCLUDING STOCKPILED SURFACE SOIL, ON-SITE, MAY MEET TOPSOIL PRODUCT STANDARDS AS NOTED ABOVE, PROVIDED THAT NECESSARY AMENDMENTS NOTED BELOW, ARE ADDED AND EVENLY BLENDED TO SPECIFIED DEPTH. D) NATIVE SURFACE SOIL/STOCKEDPILED SURFACE SOIL (AND TOPSOIL BROUGHT ON SITE), TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30-POUNDS NITROFORM (38-0-0) 3. 5-POUNDS AMMONIUM SULFATE 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE 5. 40-POUNDS DOLOMITE LIMESTONE 6. 5-OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. LANDSCAPE PLANTING NOTES AND DETAILS E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE F) TOPSOIL PREPARATION AND INSTALLATION: 1) VERIFY SUBGRADES TO -8 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS, EXCEPT AREAS NOTED ON PLANS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND MULCH. 2) ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE PREPARATION. 3) THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4) REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5) REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6) PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. G) TOPSOIL PLACEMENT: PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB-GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS IN SEED AREAS OR IN AREAS INDICATED TO BE MOUNTED. BARK MULCH (TOPDRESSING): ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI- DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 3-INCH DEPTH. UTI L1TY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE -ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. / \ PROTECT TRUNK AND LIMBS FROM INJURY. 1\\/ ~ / BACKFILL TO BE SETTLED USING WATER ONLY - / \ ;1 NO MECHANICAL COMPACTION. i REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS! . OF MATERIAL. ! \I~ (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN- ~/J ~. 1\ LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON . PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING HOLD MULCH BACK FROM TRUNK 8" TO 10" z 2 (0 FINISH GRADE ,., 0 PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN-Ao AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 ' TIMES BALL DIA. SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIA. REMOVE ALL WRAP. TIES. AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" TREE PLANTING/STAKING DETAIL NOT TO SCALE 3" MULCH LAYER FEATH ER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE NOTE: REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. ,'~ LESS THAN 1 GALLON CONTAINER ( PLANTED BEFORE MULCH) 1 GALLON CONTAINER and LARGER ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST ' SPACING AS CALLED OUT ON PLAN/PLANT LIST o w BED LINE EDGE CURB/WALK ~HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL SPACING DETAIL NOT TO SCALE <6 of II PQt(f,.) 14 GA. GALVANIZED WIRE TENSAR GS-1 SAFETY FENCE OR EQUAL (BRIGHT ORANGE PLASTIC MESH) 6' MAXIMUM :::::E :::> :::::E Z 5E ~.q- STEEL FENCE POST 6' HIGH MIN. 13 GA. GALVANIZED WIRE NOTE: 1. CLIP FENCE TO GALVANIZED WIRE @ 5 FOOT ON-CENTER SPACING. 2. WIRE FENCE TO STEEL FENCE POST. EXISTING PLANT MATERIAL PROTECTION FENCING DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE OVER ALL TOPSOIL DEPTH OF 3 FEET TOPSOIL SETTLED (COMPACTED CONDITION) ;; CURB 1-1/2" DRAIN AT LOW POINTS & 1 0' MAX. SPACING BERM HEIGHT 6" SOIL LINE: 4" IN MULCH - PAVING (SEE (CIVIL PLANS) SUBGRADE REMOVE EXCESS GRAVEL AND PAVING COARSE TRANSITION TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE GRADING (I PARKING LOT PLANTERS DETAIL NOT TO SCALE Date Received: SEP 1 4 2011 Original Submittal <> <> '6 ~ '1-- ..... Ulv ~" '( r <v~ 'lva ENG\~~ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES o ~ ~ () ~N~~ L. ~~~~ en <l) -0 r--- f") I ~ 01~ 0) N b; Q.. o N O:::n'" ~ L. .00_ ~ ~ ~ -o--B~ U) (f)c It) <l) 0.2~"""" 0 I--c g~~ ~ z f") a.. a.. u.. (j) +-' '(j) .D t{) to o I o sG\STtf?(: ~ () . 641 ," I I ; r Arthur M.S~idel /?- )7 0 R EG/O\N / () ~ 1,O/3Jl11'~'~/ J:: VP/1A~G~> (VALID ONLY WITH if) :z o if) > W 0::::: z ~ Q.. W I- W U) (f) 0 ~ w -' (f) w z ~ a::::: 0 ~ a::::: != ~ 0:: a::::: a::::: u w w (/) Q.. a.. w Cl ci N Z Project #: 10583 Store #00328 Designed By: AMS Drawn By: AMS Checked By: AK Date: 05.19.2010 Scale: 1 "=20' Disk File: 1 0583-pg 1.dwg Model: Address: 650 "Q" STREET SPRINGFIELD, OR LANDSCAPE PLANTING NOTES AND DET AlLS FRED MEYER GAS STATION Drawing No.: -2 -) j en ~ -0 (f) I f") OJ t{) o ~ en ~ -0 ....; I f") co t{) o .-- N en ~ -0 :0 I f") co t{) o .-- N "-= (j) l.- X ~ u z <( lL. W I- U) -::> lL. W 0::: X I ~ o u U) ~ Q.. co t{) o N "- N "- en (j) E i-= "- (j) -+-' o o en ~ -0 N ~ -1 I f") OJ t{) o /"" +-' (j) U) ~ (j) '> (j) 0::: c o Q.. (j) -+-' (Ji /"" c o :;::; o +-' (f) (f) o en /"" en c 'C (j) (j) .~ en c (j) /"" I") co t{) o .-- /"" (f) o o o o .-- /"" CL ~ ll: LANDSCAPE IRRIGATION LEGEND DESCRIPTION SPRINKLER HEADS: RAINBIRD 1812-SAM-PRS POP-UP FOR SPRAY HEADS SYMBOL NOZZLE PSI GPM PRECIP. RADIUS .~~~~~ RAINBIRD 5 F, H, T, Q SERIES 30 0.41, 0.20, 0.13, 0.10 1.83 5' FOT'bTTOHO b b RAINBIRD 8 F, H, T, Q SERIES 30 1.05, 0.52, 0.35, 0.26 1.83 8' (E)@@<ED (f)@ RAINBIRD 10 F, H, T, Q SERIES 30 1.58, 0.79, 0.53, 0.39 1.75 10' ."~t)~{9 RAINBIRD 12 F, TQ, TT, H, T, Q SERIES 30 2.60, 1.95, 1.74, 1.30, 0.87, 0.65 2.01 12' lP~ftt>[tl>fi>l9> RAINBIRD 15 F, TQ, TI, H, T, Q SERIES 30 3.70, 2.78, 2.48, 1.85, 1.23, 0.92 1.83 15' ~[J RAINBIRD 15 SST, EST SERIES 30 1.21, 0.61 4'x30'/15' LANDSCAPE IRRIGATION PLAN ~.__"'u.-"_._._-- o 1 0 20 40 ~~ SCALE: 1"=20' .'''..-.",..,........-.----...... 3/4" ...... ~ ;: P.O~C."A! 3/4" WATER METER AT AIR/W~TER UNIT - SEE CIVIL PLANS " >, f / I 1 I I ! I I I I I ! I i I ! I I ! ! I I I I II II II I! II II II II I! II I! I! I! II I! II "'".~~ : II I! II I! II II II II II I! II I! I! I! I! I! I! 11 II I! II II I! II 11 II II II II II II II II II II II II II I! II I! II II II II II II II II II II II II I! I! I! II n:--- III II II II i III II II III II II II! I! I! II! I! I! III II II III II II - 'f P.O.C. ~ , INSTALL 2" DIA. PVC CONDUIT FOR 24Vk ELECTRICAL WIRING FROM mE CONTRoulltR LOCATION TO LANDSCAPE AREA:'-"PAIN'f""~,!! ; EXPOSED CONDUIT TO MATCH BUILDING 11'.,'-...; COLOR. 'i."" i '" I ~ I "'-", I ~ ~~ I ," '" .'----..... 1 MOUNT RAIN; SENSOR ON WEATHER EXPOSED PORTION OF EXTERIOR WALL AT 8' - 9'; HEIGHT. INSTALL PER I MANUFACTURER'S WRITTEN INSTRUCTIONSl ) ! /) . y MOUNT CONtROLLER ON INTERIOR WALL. \\INPUT: 117VAC + / -10%, 60 Hz. L,j '0UTPUT: 26.6 VAC, 1.5 A. LOCATION P6~ ELECTR'CAL PLANS, AS DESIGNATED. , I I 1 J I ! . \ \ I \ i ! J I / / / / / / J Q~ "I' {I}) .7' ;/ ;! f b \ Ci~ tf) L~! "'f" i' 1 o @ ....... ii f'<-J~ \\ : \: '\ i\ i\ \ '\ \ \ \ \ ,\__m___ \ \ \ \ \ T STREET ~GHAU~ /OV- ~ ~ T STREET <> <> SHADY LOOP T STREET '6 ~ 't- ..... ~ ~.. ~ )'- <<" ~ '/va ENG\~~ 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES S STREET S STREET S ST. SHADY LOOP DR /:;j l1J Q:: I- en Cl z N /:;j l1J ~ :c In Q STREET /:;j l1J Q:: In :c In VICINITY MAP N.T.S. o ~ ~ U ~N~~ ..rc 0 I LO Q) !.- NNt0 3: Q) -o1"--t0 I -0 Q)~O>NG; Q.. o NO::: r;)l' ~ !.- .00_ ~ ~ ~ -oe~ (J) (/)c LO Q) o.2~"""'" 0 ...c o"t: 0 x z I- ~o<: ct ~ (!) +J 'en RAINBIRD 100 PEB REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX ~G \ S TE:I?<f: '\ ~ (); ;I . 64 Y I . / r Arthur I M. Seidel I- )7 OR/[GON () ~ //,:10/31/1 t J::: ..%'? ty(5'I4-- "- ~p[ A~G HUNTER WRC WIRELESS RAIN-CLlK WITH RECEIVER, COORDINATE LOCATION WITH GENERAL CONTRACTOR AND OWNER PRIOR TO THE START OF ANY WORK RAINBIRD ESP-8-LX, 8 STATION CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS., COORDINATE LOCATION AND ELECTRICAL WITH ELECTRIAL/GENERAL CONTRACTORS AND OWNER PRIOR TO THE START OF ANY WORK RAINBIRD 3-RC 3/4" QUICK COUPLING VALVE, IN VALVE BOX, WITH (2) KEYS AND SWIVELS PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX ONL Y WITH 0 ~ w 0 0 ~ C\I C\I 00 ..- Q 0 0 <.0 0 z (/) (/) ~fu ~ ~ <( <( Q vi>- (/) (/) ~CD ~ ~ <( <( WILKINS 950 XLT - 3/4" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID MAINLINE - CLASS 200 PVC (18" COVER); SIZE PER PLAN, 1" SIZE MINIMUM LATERAL - CLASS 200 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE - CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, TWICE THE SIZE OF INSERT PIPE AND/OR WIRES, 4" SIZE MINIMUM (f) Z o (f) > W 0::::: r---------- I -------------________J ~TYPICAL VALVE CALL-OUT X VALVE STATION NUMBER ~ VALVE GPM X X VALVE SIZE I I f I I I I I I I --______1 _ _ _,JI,,_________ ~\------ \\ , ~\ EXISTING Et? ~ SIGN 5 1,,112.9 1"11.4 EXISTING TREE TO REMAIN, SAVE, AND PROTECT EXISTING LANDSCAPE AND IRRIGATION TO REMAIN, SAVE, PROTECT, OR MODIFIED AS REQUIRED z :5 Q.. W I- W U5 (/) 0 GS w ....l (/) W Z ~ 0::: 0 ~ 0::: !=: ~ ~ 0::: 0::: <.) W W (/) Q.. Q.. w Q ci C\I z Project #: 10583 Store #00328 Designed By: AMS Drawn By: AMS Checked By: AK Date: 05.19.2010 Scale: 1 "=20' Disk File: 1 0583-pg 1.dwg Model: EXISTING IRRIGATION TO BE CAPPED, REMOVED, AND/OR MODIFIED AS REQUIRED IRRIGATION SHOWN DIAGRAMATICALL Y FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. Address: 650 "Q" STREET SPRINGFIELD, OR Date Received: LANDSCAPE IRRIGATION PLAN FRED MEYER GAS STATION Drawing No.: SEP 1 2011 -3 9 of II PQ~5 ..0 l{) <D o I o Q) 3: -0 en I I") CD l{) o ..- N 0> 3: -0 I I") CD l{) o ..- N Q) 3: -0 ..0 I I") CD l{) o ..- N ..;...: (!) l.- X ~ u z ~ W I- (J) J lL. W 0::: X I ~ o () (J) ~ Q.. r--- l{) o N "- N "- (j) (!) E f.= "- (!) +J o o Q) 3: -0 --t ~ I") ---1 I I") CD l{) o /" +J (!) (J) 3: (!) .:; Q) 0::: c o CL (!) +J en /" c o :.:::; o +J en en o Q) /" Q) c 'C (!) (!) c '01 c Q) /" l") CD l{) o /" en o o o o /" ci: ~ Li: LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLERt INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTIONt PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB-OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB-OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P .O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERSt INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 25 GPM AT 75 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION 75 PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN uCARSONu GRADE LEVEL BOXES WITH BOLT-LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10u ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12u STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS uAS-BUILT" DRAWINGS AND (3) SETS OF OPERATORtS MANUALS UPON COMPLETION. INSTRUCT OWNER AS TO PROPER OPERATION AND WINTERIZATION OF THE IRRIGATION SYSTEM. 8. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTIONt CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENTt SCREENSt AND/OR ALTERNATE NOZZLES. IN-NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURERtS LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLlCESt 3M, SCOTT'S LOCK SEAL TACK 3576-78t OR EQUIVALENT. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERSt INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATIONt OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATESt OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 16. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE-ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo C'FIELD RECHARGEU) TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 17. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENTt AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. LANDSCAPE IRRIGATION NOTES AND DETAILS --l <t: U 0::: ~ SLEEVE CONDITION :~~~NHG GS:;E ;L/ / / / / / / /)~ CIVIL PLANS ~ /L/ ~, COMPACTED BACKFILL '\ v 'A- c \ c; ~& ~ AT 90% DENSITY (TOPSOIL) ~ p~ 900 Ou,--)O AT 95% DENSITY t9 ~ )~~O ~ 'BRf> A, ft;f, (STRUCTURAL) V ~ V ~)'~ :cD ~ 100& ~00&00&~ ( ) -./ ~,qJJ o~o' '00(1 SLEEVE S 6" OFFSET __~O PVC LATERAL 885 '. ' :"'00'" ", /' PIPE BED MATERIAL ~:'.",:. ~,- \\-':' co~ t <." :" . ",~.: V TO BE CLEAN AND I ,,~ ,,. =---- V . . :..' . .. . . . :/J FREE OF ROCK ",: \..... ~'D ~ )1..':' ~ \.....', , . ", '''; :'J LARGER THAN 1/2" .'. ' :" '.. ~"I .... j PVC MAINLINE/LATERAL ~~.~,<: ~.,: ':} .....1 - TRENCH CONDITION -l'cfOO (I 00' oC)/ - -~ooo )000 ? 0000 0 --. - ( --l <t: U ~ I- ! N .- ::: 00 lot -- o :z <t: (/) NOTE: DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS uBu OR BETTER (MAX. OF 10% PASSING N0.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE I,:,~,' ' / / n 1,1,1,1,1,1,1,1,1, ~ ~n~m ~ / ~ '1~U~1FI1 ; If 17M JJWF ~ ~ T;j ~- r" _ ~m" ~ ~ J; ]r- -~h----1 ) ro 1:== c-" - W 0 - b'~ (~_ ~- "" '-'-l- FTl .~ "o-~ V~V-'D ~~p ~ ~ ~ J ( ovoOo 0 0 ( ,~pH~oo~oo~ 0000. ~g ,~Ol ;Ol'\JO O. )U.l ~ ,,~" d ~"" PVC SCH 80 SxT 90. ELBOW WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISIH GRADE SPEAR WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH COVER PVC LATERAL TO SPRINKLERS I J PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGSt PER MANUFACTURES SPEC'S. 11/ ffb- _ 111f1Y'1'\ill l~l /:5) / / / / A / / /, w z :J z <( ~ z o ~ C) 0:::: 0:::: ,/ PVC SCH 80 UNION CHECK VALVE ASSEMBLY PER DETAIL THIS SHEET PVC SCH 80 UNION QUICK COUPLING VALVE NOTE: THE BACKFLOW DEVICE TO HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES JUMBO VALVE BOX WITH LOCKING LID PVC SCH 80 UNION WILKINS 600 PRES. REDUCING VALVE AS NECESSARY - T x S COUPLING: CONTRACTOR TO PROVIDE THREADED FITTING AND CAP ON DISCHARGE SIDE OF MEETING II II ... ~ "-METER STOP IRRIGATION WATER METER - PER CITY STANDARDS /PER CITY STDS. > < PVC POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE IIIILIIIIIIIII!I \ ~-'-'--l~1 I I '--'-'-TTT -T -III VALVE BOX WITH COVER FINISH GRADE QUICK COUPLING VALVE CENTER IN BOX 1 C.U. FT. 7/8ft GRAVEL SUMP MARLEX ELL - TYPICAL PVC SCH 80 PVC NIPPLE PVC SCH 40 PVC SXSXT TEE r Jl16 - i--.., REMOTE CONTROL VALVE ASSEMBLY QUICK COUPLING VALVE ASSEMBLY /'" z <( ~ ~ () z <( ~ ~ () ~fTI~~I~ u I. A/EQ / u U U H U U U U U U~f~ T' ~ -~~ L ~ ~ 0 0 b o,fblN ~~~ Lt' '"'-1 ~ o~- i - - - -- u , :::::2!: w ::l U :::::2!: :z Z <t: ~ ei 'N ~ .- u I I n9JE 5~~~ i~gill~ v [V~"n (\r ~ O~t c ~ z ~ ( n n'n I~ 0 ~u'-/ l N ~~f~ n n( CHECK VALVE ASSEMBLY NOT TO SCALE 6" -h r ff o 0 r ~ CV' II NOTE: MOUNT ON WEATHER EXPOSED WALL 8t ABOVE GRADE. FROM IRRIGATION WATER SERVICE DOUBLE GRADE LEVEL JUMBLE BOX SIZE TO PERMIT 12ft MINIMUN CLEAR FROM WALLS TO TEST COCKS; BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILlANT SEATED VALVES AND TEST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITIONt PER LOCAL REQUIREMENTS. PVC MAINLINE PER PLAN PVC SCH 80 NIPPLE AND FEMALE ADAPTER PVC SCH 80 UNION - TYPICAL PVC SCH 80 NIPPLE - TYPICAL BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX GRAVEL SUMP-7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. = 'OJ \ cQ cQ J RAIN SENSOR DETAIL (WALL MOUNT) 6ft CLEAR OF 1"1 t ~I / :::::U::::ITION <1 <l II /1;\ I I I Iii , # II lr"'CliJ <1 1\ I I{ ~ II \!I I I( II II I( II I <l FINISH GRADE <1 T dJ~ . ~I.I\ 1=:::;:111. I-Iii 11_- - '11~111~111- I-III I 1- J I I ~III"--I\ ~) -- I 1-1\ II o ~ I NOT TO SCALE POP-UP SPRINKLER FLUSH MULCH SPRINKLER PVC SCH 80 NIPPLE PVC LATERAL ( \ NOTE: MANUFACTURERtS LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24u FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-uP RISER ASSEMBLY NOT TO SCALE t 6 of II Pat?!:) ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE - TYPICAL MARLEX 90. ELBOWS PVC SCH 40 TEE SxSx T (SIDE INLET ONLY) q Date Received: 1 4 2011 Original , . .... , . ...11,..... ~GHAU\\' ~~ ..~~ () ~~. o () ~ ~ U\v <0" (r ~~ IIvG ENG\~~ 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES .. - ~ ~ _l -a ! II. . o ~ ~ U ~C'J~~ L ~~~~ ~ ~ -g~~r1.. ~ '-" I C'J 0) 0.. o C'J a::: ';::)I' :2 L .00..-... ~ ~ lI-! "O~e~ (/) <ne 10 ()) 0.2~"""" 0 ~ ~~~~ ~ +-' 'm .a L() to o I o ~ - ~G\ST~!f!,e- <<-v \ /...:() . 641 I r Arthur M. Seidel I- :P O/R E ',Q;' O.N / () %';;~r~~,~ ONLY WITH w ~ o o ..- o N a:i ..- o ..- ..- o m o ..- ..- o N Z (J) ~fD ~ o (J) ~ <{ <fir (J) l:5 co ~ (f) ~ <{ (f) :z o (f) > W Ct: Z o i= Cl. ~ (.) <n w o z :) Cl. W l- V) o w (J) ~ 0::: 0::: W 0.. w (f) L5 -1 W 0::: t:: ~ 0::: W 0.. o Z 01 ~ -0 '<t' ~ l") -.J I Store #00328 ~ L() o /" (j) (/) ~ (]) '> (]) n:::: N Project #: 10583 Designed By: AMS Drawn By: AMS Checked By: AK Date: 05.19.2010 Scale: 1 u=20' Disk File: 1 0583-pg 1.dwg Model: Address: 650 "Qu STREET SPRINGFIELD, OR LANDSCAPE IRRIGATION NOTES AND DETAILS FRED MEYER GAS STATION Drawing No.: L- . 01 3: -0 (f) I l") 00 L() o .- N 01 3: -0 +-' I l") 00 L() o .- N 01 ~ -0 ::0 I l") co l[) o .- N -+-: (]) l- X ~ u z L:: w l- (/) J u.. w n:::: x I .- .- ~ o () (/) :2 0.. l") L() o N '-..." N .- '-..." (J) (]) E f= '-..." (]) +-' o o c o 0.. 2 (jj /" c o :;:; o -+-' (f) (f) o 01 /" 01 C oc (]) (]) c '0, e (l) ".../ l") co l[) o .- ".../ (f) o o o o ~ 0.. ~ G: T x v F {~ \~ ~[?@@~@v@[? I I 1 CANOPY GRAPHICS SCALE: 1/2"= 1 '-0" T H K I t t~ ~\; ~ o I N 0 I 1'0 o I ~ ...- I I, I I I 2 KIOSK GRAPHICS SCALE: 1/2"= l' -0" INSTALL REMOTE CANOPY PRICE SIGN CONTROL BOX +4'-6" A.F.G. ON COLUMN SHOWN ON SITE PLAN. INSTALL CONTROL CABLES (FURNISHED WITH SIGN) INSIDE COLUMN AND THROUGH (1) 2 1/2" PVC CONDUIT FROM COLUMN ABOVE DECKING TO CENTERLINE OF PRICE SIGN CABINET. PAINT CONTROL BOX TO MATCH CANOPY COLUMN ~ <> ~l_ o I ~lJI.ID..~ I? rv0 I I I I" /~ O~ I I' V Q I I I I~ 0 11 I I I I I' t' , II ~ o I I I I" n::.::::r I I I I 1-. :: ~ W8m CX)~I , . I. II I I I I I -:= ~ I I ,I I I I I I l- I I I I 11 I I- ~ z ~ z ~ 0 I <0 (J) I ...- LO ...- ~ ...- ...- ~ R 3 SOUTH ELEVATION SCALE: 1/8"=1'-0" X M ..---f------------.... ~~~ ' ~\ V ?[j'@~~[j' "'=-----------_/ V ~ ~ [ ] ~ > [ ~ ~ /-....." (fr ~I 7 EAST ELEVATION SCALE: 1/8"= l' -0" ! 0 l?[j'@~~[j' - ,--- z ~ z o ~ I (J) <0 ...- I LO ..- ~ ~ [ ] ~ ~ [ ] /' .....::=:.... '" fU II ror=l] 10 WEST ELEVATION SCALE: 1/8"=1'-0" <) ..;:t I N <0 I 1'0 N I ~ ...- M III~ rQ\ I 0 1'- .- ~r----J !I ~ ~[ ~ .I~ @ ./ ,',I" D'/"""~ , , I , f----V 1== ,/ T , ,I I I r- I ~ :=; I' I I , II I I' 'N t: 'I I I I II I , I I I 4 SCALE: 1/8"= l' -0" NORTH ELEVATION ~ ~ [ ] ~ ~ @) NOT USED SCALE: NONE " "'.' ", ': . , "", ,.': " , .'" o I Iq>~ LO-~ = ~ ...- 0 I 00 ~ P , I I , I 1'1 I I I I I , I I I I I I I I I I to EMERGENCY STOP SWITCH- <{ ~ [ ] @---, G)-(cfl] , ' ," ,'. " ,'" "",,' , ',. ',",,',', ,"', '.', ',. . ,: .<,< " ~ ~ [ ] <<fl] ~ ~ [ 0 I h EQUIPMENT SCHEDULEO o I o [flJJ ITEM A B C o E F G H I J K L M N o P Q R S T U V W X Y DESCRIPTION INTERNALLY ILLUMINATED IDENTIFICATION SIGN INTERNALLY ILLUMINATED REMOTE CONTROL PRICE SIGN STATIC WARNING DECAL REMOTE PRICE SIGN CONTROL BOX SIGN POLE - G.C. TO PAINT CANOPY FASCIA CANOPY FASCIA LOGO - NON-ILLUMINATED (28" H x 37 1/2" W) PRE -CUT BLACK VINYL ADDRESS DECALS PER LOCAL AUTHORITY SPECIFICATIONS IF REOUIRED DISPENSER DOOR GRAPHICS KIOSK FASCIA KIOSK FASCIA CANOPY 6" DIAMETER BOLLARD - G.C. TO PAINT HEALTH AND SAFETY DECALS KIOSK - PREFABRICATED DISPENSER ISLAND FORMS - G.C. TO PAINT CANOPY COLUMNS - G.C. TO PAINT U-SHAPED BOLLARD - G.C. TO PAINT PRICE SIGN, SEE DETAIL 8, THIS SHEET ILLUMINATED CHANNEL LETTERS WASTE RECEPTACLE/WINDSHIELD SERVICE CENTER ILLUMINATED LOGO SIGN PUMP NUMBER FLAG COLOR BLACK RED PLATINUM RED WITH WHITE LETIERS RED PLATINUM SAFETY RED ESSENTIAL GRAY SW6002 GRAPHITE SW4017 ESSENTIAL GRAY SW6002 SAFETY RED I l ::1 4 1/2~F_ o - I-- c=J 1/ \ IU-@ ~ ggg B NO SMOKING OS~~NGINE 1i~~1 -0 <0 I 1'0 6 SIDE DISPENSER FRONT ELEVATION SCALE: 1/2"=1'-0" MANUFACTURER CUMMINGS SIGNS SKYLINE PRODUCTS, INC. WA YN E SKYLINE PRODUCTS, INC. CUMMINGS SIGNS CUMMINGS SIGNS WA YN E WAYNE WA YN E OPW RIVERSIDE SKYLINE PRODUCTS, INC. CUMMINGS SIGNS DCI MARKETING CUMMINGS SIGNS MODEL FURNISHED BY OWNER OWNER INSTALLED BY SIGN INSTALLER SIGN INSTALLER DISPENSER MANUFACTURER DISPENSER MANUFACTURER OWNER OWNER CANOPY FABRICATOR CANOPY FABRICATOR OWN ER GENERAL CONTRACTOR SIGN INSTALLER SIGN INSTALLER CANOPY FABRICATOR CANOPY FABRICATOR GENERAL CONTRACTOR GENERAL CONTRACTOR DISPENSER MANUFACTURER DISPENSER MANUFACTURER KIOSK FABRICATOR KIOSK FABRICATOR CANOPY FABRICATOR GENERAL CONTRACTOR KIOSK FABRICATOR KIOSK FABRICATOR CANOPY FABRICATOR GENERAL CONTRACTOR DISPENSER MANUFACTURER GENERAL CONTRACTOR KIOSK FABRICATOR OWNER OWNER CANOPY FABRICATOR OWNER OWNER OWNER OWNER OWNER CANOPY FABRICATOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR CANOPY FABRICATOR GENERAL CONTRACTOR SIGN INSTALLER SIGN INSTALLER GENERAL CONTRACTOR SIGN INSTALLER GENERAL CONTRACTOR M~~~&~~~ ~D~@~&~~ ~D~@~~ 104591058910769 13'-0 8A SCALE: 1/2"= l' -0" CANOPY PRICE SIGN GRAPHICS M~~~&~~~ ~D~@~&~~ 10459105891076910769 : <0 I n : ~ r-VERIFY LOCATION OF PRICE SIGN ~ WITH SITE PLAN DRAWINGS A2.0 ------~ 50 ~ j1,Rf;if;;j%i~C'riC~ii0.>.<I~ rrs; i"j& 1 J6 9 ~ ~ ~-tT -~I [ 0 1 I I [J)~~~DM~ ~D~@~~ I 173' 88 SCALE: 1/2"= l' -0" CANOPY PRICE SIGN GRAPHICS ~ r-VERIFY LOCATION OF PRICE SIGN X WITH SITE PLAN DRAWINGS A2.0 ~-- -~----~ 50 ~ "i;c,'!~;.; 1~~~ ~ 1]69 ~ ~ ~ - F - - - ~~ ~ ~ [ ] ~, fU I) 12" I' cl~?NNET ' I I : ( I I i I ~ u (f) <( LL >- CL o z <( u :~ I I I I a z <( f- W Z OJ <( U E -l- I I I I Z I ~ I __ II 110 1/2"1 POCKET IN;r CANOPY FASCIA AND DECKING SIGN CONTRACTOR TO BOLT BRACKET TO MOUNTING IRON WITH 1/2"cjJ THROUGH BOLTS L2"x2"x 1 /8" MOUNTING IRON FURNISHED WITH SIGN CABINET L 1 1 /2"x1"x1 /8" TO SIGN BOX TO CLOSE VERTICAL GAP BETWEEN SIGN AND FASCIA FASTEN WITH #10x3/8" SELF TAPPING SCREWS @ 6" O.C. PAINTED BLACK, SUPPLIED AND INSTALLED BY SIGN INSTALLER CANOPY FASCIA BEYOND PRICE SIGN CABINET SIGN CONTRACTOR TO BOLT SIGN CABINET TO ANGLE WITH 1/2"cjJ THROUGH BOLTS L3"x3"x 1 / 4" ACROSS PURLlNS FURNISHED AND INSTALLED BY CANOPY FABRICATOR CANOPY PURLlN L 1 1/2" x 1 1/2" x 1/8" ANGLE BRACKETS FURNISHED BY CANOPY FABRICATOR AND INSTALLED BY SIGN CONTRACTOR 1"x3" ANGLE BY CANOPY FABRICATOR / l,!,l II II lr lr ~ ~CANOPY DECK PANS ~CANOPY GUTIER 9 SECTION AT CANOPY SIGN NOT TO SCALE I / (jf L / padf-S n~t~ Received: -- 1 4 2011 OriginrJ ,:.!..t.._ti ~l)rplll"'l ~, ~-L--t-=- vkrl ~,~) I I' I I J I I I I I I I i. J I I I I I I I I I ~ 'I L I I I I I I I I I I I J I I I , I 7 THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS WRITIEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED. (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING FEDERAL AD.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE CONDITIONS AND APPLICABLE CODES. ~GHAU\S' ll)V- " ~ - (') . 0" ~ ~ / "- d\~ <0" "( )-: <v~ ING ENG\~<V 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES . ~~ ~ , ~~ ~~)i ~ (~ ~~ ~WZil <( ~~, I Q) ~ ::J . if) 0....; l'- () ~ O)LD ...... LDO L. if) (J) I 0) '" ...... 1'0 LD LD \V (J) N"- I Olu:; 0 l'- LD o co ,..--..,r:: L. U) 0 1'0 ~ 000,..--.., w C8 ~ 1'0 Q) u:; ~ ~ '--/ I-..c 8 ~~ 8 ...-OCLLL Q~ Ii \'l "-- ~~ '.;<<1 oPV ./ ,!J ,I G...:.:., '.h tfJ ."..~~/ ---- ~SD PROF'(' -\. <:) - Ss ~0 G \ N (' /0 o 0~ ~~?f/ f2 15803PE ~ OREGON %,. ~~ .y I? 17 ,,9> <Q ~( - o\:}) P G ," EXPIRES: ...- ..--- w ............. ~ ...- a ~ <.0 o z ~>- N ~OJ f- a (f) >- 0- 2:5 OJ 0 (J) Z o (J) > W Cr::: w (f) z <( o ::J f= W CL 0:::: 0:: f- U :2 (f) 0:::: W W a 0- ~<8 Project #: Designed By: Drawn By: Checked By: Date: 10583 DLJ ELS DLJ AUGUST, 2010 AS NOTED 10583 A2.0.dwg Scale: Disk File: Model: OREGON 5x 1 (GO) Address: 650 "Q" STREET SPRINGFIELD, OREGON EXTERIOR ELEVATIONS AND SIGNAGE Drawing No.: A2.0 -