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HomeMy WebLinkAbout03D1734_w COVER SHE 3 z z� CALL BEFORE YOU DIG: = W TH ST NE U) g A PORTION OF THE SW 1/4 OF SECTION 7, `P� Ld X z 1-800-424-5555 TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M. `````° 8TH NE �� w N gLLJ z 3w J Q O N 0000 C 5 22 CITY OF AUBURN KING COUNTY WASHINGTON 2:a) (0 00 L z LYEW Q I I z 0 INST ��� c5Z ••� �-� Li � 7 H �LO LO z L% TAJkIM2-0020 �/.r In-Ce F- YLij 5 � O r 15TH ST SW 1=60 - Q _ g s J z '^ L V, C 10f h Lot B - L.L.A. Q 0 Street NE O v _ Z 0 30 60 120 Minor Arterial) wmmm 0 Tax 072 Lot No. t _Uj VICINITY MAP NOT TO SCALE `. ZONED C1 LEGAL DESCRIPTION LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED WATER METER PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED ASPHALT PROPOSED CONCRETE ----------------------- 68. 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 POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING 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. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. SPECIAL CONDITIONS NOTES: 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 2. THE CONTRACTOR WILL BE REQUIRED 'TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) PROVIDE HYDROSEE:DING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZA11ON CRITERIA). B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1/1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE MANUFACTURER RECOMMENDATIONS. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. C. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKED OR TIED. CONSTRUCTION SEQUENCE 1. INSTALL CONSTRUCTION FENCE. COORDINATE WITH STORE MGR. AND FIELD ENGINEER ON EXACT LOCATION AND REQUIRED SIZE(S) OF GATES. 2. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES IN AND ADJACENT TO WORK AREA BY CALLING FOR UTILITY LOCATE. 3. PROCEED WITH SAWCUTTING, PAVEMENT REMOVAL AND REMOVAL OF PLANTERS, CURBS, ETC.. 4. PROVIDE SILT PROTECTION AT EXISTING STORM CATCH BASINS WHERE INDICATED. 5. INSTALL STORM DRAIN BYPASS SYSTEM. 6. REMOVE EXISTING STORM DRAIN AS SHOWN ON PLANS. 7. RELOCATE EXISTING 12" WATERMAIN AND INSTALL FIRE HYDRANT. 8. ROUGH GRADE SITE PER GRADING PLAN. 9. INSPECT/UPDATE TEMPORARY SEDIMENT CONTROL MEASURES AS NECESSARY 10. PROCEED WITH TANK INSTALLATION, CANOPY CONSTRUCTION, AND OTHER SITE WORK. 11. INSTALL REMAINDER OF STORM SYSTEM, CONCRETE, AND PAVEMENT. 12. INSTALL NEW PAVEMENT MARKING/SIGNAGE. 13. REMOVE TEMPORARY FENCING. 14. CLEANUP SITE TO SATISFACTION OF OWNER AND CITY INSPECTOR. FRED MEYER ZONED C3 CITY OF AUBURN GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. Il' SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTEND OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR THE THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY OF APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT" HANDOUT. ZONED C1 INDEX OF SHEETS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, BEING A PORTION OF THE S.W. 1/4 OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST WILLAMETTE MERDIAN, DESCRIBED AS FOLLOWS: (PORTION OF) LOT A, OF AUBURN LOT LINE ADJUSTMENT No. 0008-89 RECORDED UNDER KING COUNTY RECORDING No. 8911131464. HORIZONTAL DATUM THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 7 (SOUTH LINE OF LOT A (FRED MEYER PARCEL) TAKEN AS North 8T31'51" West VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM OF 1929 NGVD 29 AS ADOPTED & DEVELOPED BY CITY OF AUBURN PUBLIC WORKS DEPARTMENT PROJECT BENCHMARK TOP OF FOUND MONUMENT CENTERLINE OF 10th STREET N.E. ® "D" STREET N.E. ELEV. = 68.62 FEET APPLICANT/CONTACT BARGHAUSEN CONSULT. ENGINEERS, INC 18215 72ND AVENUE SOUTH KENT WA 98032 425-251-6222 ATT: BRUCE CREAGER/IVANA HALVORSEN ENGINEER/SURVEYOR BARGHAUSEN CONSULT. ENGINEERS, INC 18215 72ND AVENUE SOUTH 0) KENT WA 98032 425-251-6222 ATT: JAY GRUBB ROUNDUP OWNER: COMPANY, INC. D.B.A. FRED MEYER 3800 SOUTHEAST 22ND AVENUE PORTLAND OR 97202 503-797-3509 ATT: CHARLES MOSELEY UTILITY CONTACTS POWER SERVICE: PUGET SOUND ENERGY 8001 S. 212TH STREET KENT, WA 98032 LUKE NEELY (253) 395-7041 TELEPHONE SERVICE: QWEST 7325 S. 228TH ST. KENT, WA 98032 WENDY HUCK (253) 372-5388 WATER SERVICE: CITY OF AUBURN 25 WEST MAIN STREET AUBURN, WA 98001 (253) 931-3010 STORM SEWER: CITY OF AUBURN 25 WEST MAIN STREET AUBURN, WA 98001 (253) 804-5060 ATTN: TIM CARLAW SANITARY SEWER: CITY OF AUBURN 25 WEST MAIN STREET AUBURN, WA 98001 (253) 931-3010 ATTN JEFF ROSCOE C1 of 7 COVER SHEET C2 of 7 DEMOLITION/EROSION CONTROL PLAN C3 of 7 SITE IMPROVEMENT PLAN C4 of 7 UTILITY PLAN C5 of 7 GRADING AND STORM DRAINAGE PLAN C6 of 7 DETAILS, SECTIONS AND NOTES C7 of 7 DETAILS, SECTIONS AND NOTES L1 of 4 LANDSCAPE PLANTING PLAN L2 of 4 PLANTING NOTES AND DETAILS L3 of 4 PRELIMINARY LANDSCAPE IRRIGATION PLAN L4 of 4 LANDSCAPE IRRIGATION PLAN N O LO V) M w 0- cn Z O Cn �sloL 0 N N 00 0- o t04 N \ \ \ \ to r- 00 3 ch o 0 0 o �88 V) z m 4 W o_ o v 2E ry L w a � W Of M o Lj Uj Uj L M O � z O Li W En U N U zo W o W a- W a- L M M c0 ° N a z Project #:10154 STORE #00019 Designed By: DL Drawn By: OIL Checked By: AK Record Drawing Certification Date: Scale: N/A These drawings conform/ to the Contractor's construction records. Disk File: 10154-O.DWG B, U77c.rC�6 Dote 9 -11-03 Model: Title/Position �^-i�et//V BCE #10154 Address: THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY Confirmed by City Date 801 AUBURN WAY N. REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS AUBURN, WA WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED. (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: PROJECT REF. FAC 02-0019 BLD #01-0315 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 These plans are approved for conformance with the City of READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES Auburn's Engineering Division requirements. INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE VIP 6_14-oz 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 Approved By. APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED, CONTRACTORS SHALL ALSO VISIT THE Dote Approved. SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE CONDITIONS AND APPLICABLE CODES. COVER SHEET FRED MEYER GAS STATION ADDITION Drawing No.: `1 F 7 Qoco1 030 1173� 9.45 t,L*,. 745992 -Wzo 10th Street e iMinor Arteria)) ,vc FOR INSTALLATION 1UNICATION CONOW FOR SAWCUT LIMITS CONSTRUCTION60 ai •c 0 W .� CO3` 0 0IM SMH F(�jND 3` _PRASR #' LE:ii, = 69. 22i FEET \\ t HAULING SILTATION 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 ON A DAILY BASIS. 2. CONTRACTOR SHALL PROVIDE SILT FENCING, INTERCEPTOR DITCHING, SILT SUMPS OR OTHER SILTATION CONTROL MEASURES THAT MAY BE REQUIRED BY THE CITY DURING THE COURSE OF THE WORK. 3• INSTALLATION OF ALL ITEMS TO TREAT STORM WATER RUNOFF DURING THE CONSTRUCTION PHASE WILL NEED TO BE MONITORED BY STAFF UNDER THE DIRECT SUPERVISION OF A P.E. THAT HAS EXPERIENCE WITH THE DEPARTMENT OF TRANSPORTATION AND PUBLIC FACILITIES PUBLICATION ENTITLED "STORM WATER, CONTRACTOR GUIDANCE FOR PREPARING AND EXECUTING STORM WATER POLLUTION PREVENTION PLANS." 4. EFFORTS SHALL BE MADE DURING CONSTRUCTION ACTIVITIES TO STABILIZE ALL % APPROXIMATE LOCATION OF DISTURBED AREAS AS QUICKLY AS POSSIBLE TO MINIMIZE EROSION. WHERE SEEDING EXISTING 12" D.I. WATERMAIN '•.� ,hA jj IS PLANNED, IF SEEDING CANNOT BE ESTABLISHED BEFORE WINTER CONDITIONS EXIST, .�'�24.3 THOSE AREAS SHALL BE STABILIZED WITH JUTE MATTING OR OTHER SUITABLE MEANS TO PREVENT EROSION UNTIL SEEDING CAN BE SUCCESSFULLY COMPLETED. E �' 5. AS -BUILT INFORMATION VERIFIED BY A LICENSED ENGINEER SHALL BE PROVIDED TO THE CITY FOR ALL CONSTRUCTION ACTIVITIES RELATED TO THE DRAINAGE AND — ' TREATMENT SYSTEMS WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION ACTIVITIES. >f 0 10 20 40 6. CONTRACTOR SHALL PROVIDE SILT BAG OR OTHER APPROVED DEVICE ON EXIST. CATCH t ` `S`NBASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE -6 `` ` j; % .j �3 �.4NDEX !sa`�'p RUNOFF FROM WORK AREA. tic � � �s !Y R(Xjw� 1� sE20' 1-R ,fsl(,I d� 7. CONTRACTOR SHALL NOT FLUSH OR ALLOW THE DISCHARGE OF SILTS AND SEDIMENTS B ;>; f� INTO THE EXISTING STORM DRAINAGE SYSTEM. �'� A13D IL lr K 6„Fp � � \ �.... SIC N P4 ,,•'`,.�$' %'E"iE3_� - 25 TPA v ;zr I •L n\ �_ �i s_�' : CIVIL - DEMOLITION AND T.E.S. C". PLAN 1 . � .•.: Q 3 it 1 11 f /f �' 1' 'z " � c1• • i I . 11 1 1. 4 i f � Y,~ � 4 1 ' ... - vJ W f SEE DETAIL 4/C6 FOR ADDITIONAL DEMOLITION WORK FURTHER SOUTH r " FeG y a4.J2. i ; \ i / k CALL BEFORE (800) 424-555; UMY CONFLICT NOT- UO� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTTILTTTES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAWNG UTILITY LOCATE AND THEN POTHOLING 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. LEGEND PAVEMENT TO BE REMOVED SAWCUT LIMIT LANDSCAPING/IRRIGATION TO BE REMOVED EXISTING POWER CONDUIT EXISTING TELEPHONE CONDUIT EXISTING SEWER LINE EXISTING WATER LINE EXISTING STORM DRAIN PIPE EXISTING STORM CATCH BASIN PROPOSED CONSTRUCTION FENCE SURFACE FLOW DIRECTION EXISTING LOT LIGHT CATCH BASIN PROTECTION T ........................... ........ W ........ ......................... 0 DEMOLITION CALLOUTS: Ol REMOVE EXISTING ASPHALT PAVEMENT, CONFIRM AND FIELD VERIFY LIMITS WITH FIELD ENGINEER. SEE SHT. C3 FOR PAVEMENT RESTORATION LIMITS. O2 SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE. O3 EXISTING LOT LIGHT AND FOOTING TO REMAIN. USE CAUTION TO PROTECT DURING CONSTRUCTION. ® REMOVE PAVEMENT STRIPES BY SANDBLASTING OR OTHER APPROVED METHOD. O TANK EXCAVATION WITH SIDE SLOPES PER SOILS ENGINEER RECOMMENDATIONS. PROVIDE SHORING AS NECESSARY TO AVOID DISTURBANCE OF ADJACENT UTILITIES. SEE DEMOLITION NOTES. NOTE: IF DEWATERING OF TANK HOLE/DEEP EXCAVATION MAY BE REQUIRED, CONTRACTOR SHALL PROVIDE CITY WITH APPROVED DEWATERING PLAN PRIOR TO BEGINNING CONSTRUCTION. © TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH STORE MANAGER AND FIELD ENGINEER. O TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING DEVICE). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH STORE MANAGER AND FIELD ENGINEER. ® REMOVE EXISTING PLANTER, CURBING, AND/OR IRRIGATION PIPE IN AREAS OF WORK. SEE LANDSCAPE/IRRIGATION PLANS FOR COORD. O9 CATCH BASIN SILT FENCE PROTECTION PER CITY STD. DETAIL 'EROSION-03'. 10 STABILIZED ROCK CONSTRUCTION ENTRANCE PER CITY STD. DETAIL 'EROSION-01'. 11 CATCH BASIN INLET PROTECTION PER CITY STD. DETAIL 'EROSION-04'. V) Uj z� z� s� w z x a_ a � Zz LLJ Q CN R O cV 00 z- 2-7 I I w L`' CN r- Q oNo w _t 1 > O T cn 7 s41�� J 2 Q � Z LU bD V Jam" 5 GIN W m NNO� O c1US0 ¢rnM 1j I v �coo) I C�� rn dN Uj ISO r i Noa�� �o�ox L000ra LL I0aa_LL. o_ N d );M r N N cp U or, �onl) O 0 M L �UMM lie O �� 41v �0000x Im4)Lp ►Ooa_� �P pE WASy �� Q- 28527 O�FSS ��� A L EXPIRES 1-07-03 N 1-1 \ Q \ \ \ \ 0 N N 00 d Op N ^ 00 M m J J J J Cn o a o o m 00 a o 0 0 10 REMOVE APPROX. 18 LF OF EX. 15" STORMDRAIN. (n T 13 REMOVE EXISTING CATCH BASIN (TYP. OF 2). Z 14 REMOVE EX. 12" STORMDRAIN (92f LF). — LO 15 REMOVE APPROX. 14 LF OF EX. 12" STORMDRAIN. _ it CD N co 16 REMOVE EX. 12" STORMDRAIN (95f LF). > W a U_ `.`-' o (17 REMOVE APPROX. 125 LF 12" D.I. WATERMAIN. SEE SHEET C4 FOR NEW 12" N WATERMAIN ALIGNMENT, EASEMENT, AND SPECIFICATIONS. 99EXISTING CATCH BASIN TO REMAIN. PLUG OUTLET TO NORTH. CORE DRILL ail ,,� Q) NEW 12" OUTLET PER GRADING PLAN, SHEET C5. Li � 19 REMOVE PAVEMENT STRIPES BY SANDBLASTING OR OTHER APPROVED METHOD �i w co IN AREA OF NEW 4' WIDE PEDESTRIAN PATH. o` w (SEE SHEET C3 FOR LIMITS OF NEW PATH.) W o_ cn o 0 RELOCATE EXISTING LOT LIGHT AND BASE. SEE SHEET C3 FOR DETAILS. w in � 2 z REMOVE EXISTING H.C. PARKING SIGN AND PAVEMENT MARKING. o Z a Li Of W of o ail z 11 SAWCUT AND REMOVE VERTICAL PORTION OF CURB AS NECESSARY TO RAMP NEW o a in ASPHALT PATHWAY DOWN TO MATCH EXISTING ASPHALT GRADE. (12:1 MAX SLOPE) w a Of m REMOVE EXISTING FIRE HYDRANT ASSEMBLY. 0 LiA Z N POit LO THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS WRITTEN 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 A.D.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. 4 O Project I #:10154 STORE #00019 � Designed By: DL 00 Drawn By: DL E Checked By: AK Record Drawing Certification Date: a Scale: 1 "=20' These dfrawwiings conform to the Contractors construction records. Disk File: 10154-N.DWG By�"��7yyo Date l� d 3 Model: BCE #10154 Title/Position Address: Confirmed by Clty Date 801 AUBURN WAY N. AUBURN, WA _ N pT REF FAC 02-0019 BLD #01-0315 DEMOLITION/T.E.S.C. PLAN FRED MEYER These pions are approved for conformance with the City of GAS STATION ADDITION 0 o Auburn's Engineering Division requirements. CP 6-I6-02 o 0 � Drawing No.: Approved By T -z Date Approved.- -alive 03 fJ 1734 .1.0� 0L. )fh Street cn o Ivor �� i c Arterial) iy t FOUND - _ � 3" U ASa i LTV. 69.22 FEET t = illillilljllllllll \ 1 wz' A °}1 I 1 0" / f i lr i / n : u x, t /r t : q / U a k rr u u l Jj n / f h l� MEET AND MATCH / I t EX. CURB TYP. / , I a% �e i\ y � . $, ky 2 •c a `v.y��y�e ACCESS. 16 k n�r.wn ♦r .�«ti r tti � ti tk,,F#.:. .r:�`.�,:: : ... Win.-, .. :.ti3:s�w. M3.• <i?�. CIVIL - SITE PLAN 0 10 20 40 1" = 20' ax Lot rk , BOX rit'��k4 f ICt„��ppi ii pp' pp��J•EE _Av'�}`V,- } •yL.. % Uf4§Ai15REE 1r�� P>OWE? I ,#1.-7 Jpjn'; C ��fN`J j . iJ c.:;k�bER \IAA,,,`.� a4*r# \\ , ?tBOiVE GROUN POWER* ( T LOT FYI. 18 i 19 v al;iNi J BoX PRICE SIGN a v'n. n SIGNSLai ¢ v i v C SIGN c ' (TYP') I ♦'4. ►• _ LO s. 14' 15' v' L a.o V 44' PROJECT SITE DATA SITE LOCATION: 801 AUBURN WAY NORTH PARCEL NOS: 072105-9008 ZONING: C3 ACREAGE: 15.16 ACRES GAS STATION DEVELOPMENT AREA: 17,500 SF SENSITIVE, HISTORIC, CULTURAL OR ARCHEOLOGICAL AREAS: NONE EXISTING BUILDING: 174,212 SF FRED MEYER RETAIL STORE (TYPE V—N) PROPOSED CONSTRUCTION: 4687 SF GASOLINE PUMP ISLAND CANOPY (TYPE II—N CONSTRUCTION, S-3 OCCUPANCY, 18' HEIGHT) WITH FIVE MULTI —PRODUCT DISPENSERS, MPD'S, AND TEN FUELING POSITIONS TWO UNDERGROUND GASOLINE STORAGE TANKS (ONE DUAL 8,000 GALLON DIESEL/ 8,000 GALLON SUPER UNLEADED AND ONE 20,000 REGULAR UNLEADED TANKS) ONE 8' X 14' CASHIER'S KIOSK (TYPE II—N CONSTRUCTION, S-3 OCCUPANCY) UTILITIES: POWER, PHONE, SEWER. DUMPSTER AND RESTROOMS ARE PROVIDED AT THE EXISTING FRED MEYER STORE, NEW WATER SERVICE TO AIR/WATER UNIT SIGHT DISTANCE TRIANGLE: IS MET AT THE EXISTING DRIVEWAY ON AUBURN WAY NORTH PARKING— LANDSCAPING — EXISTING: 880 REMOVED: 64 REMOVED: 1,944 SF N ET TOTAL: 816 NEW: 4,098 SF REQUIRED: 696 DIFFERENCE: +2,154 S.F. a ` R A\\ 7 L/S Al tl ax \\4 \ \ ' 7h' \ j\\\ SITE � i? r, f � l ✓ lf! LOCATOR MAP NOT TO SCALE CONSTRUCTION CALL OUTS OPUMP ISLAND CANOPY WITH 5 MPD'S AND 5 ISLANDS PER ARCH. PLANS. 2O REINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY. SEE SHEET A-1 FOR REINFORCING SPECIFICATIONS. (Do) 8,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20,000 GALLON UNDERGROUND GASOLINE STORAGE TANKS PER TANK PLANS. O4 REINFORCED CONCRETE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANK. SEE TANK PLANS FOR DETAILS. O5 8'x14' KIOSK ENCLOSURE PER ARCHITECTURAL PLANS. ORELOCATE EX. LOT LIGHT AND BASE. RECONNECT TO EXISTING POWER SERVICE. 0 NEW LANDSCAPING, SEE LANDSCAPE PLANS. 0 STANDARD ASPHALT PAVEMENT SECTION PER DETAIL 1/C6. ONEW CONC. BARRIER CURB PER DETAIL 4/C7. 10 NEW STORAGE TANK VENT STACK PER TANK DRAWINGS. 11 NEW PUBLIC TELEPHONES PER SHEET C4. 12 NEW TYPE 1 PAVEMENT MARKING PER WSDOT STD. PLAN H-5c. 13 4" WIDE, YELLOW PAINTED STRIPES AT 2' O.C. AND 45' ANGLE. 14 HANDICAP PARKING SYMBOL AND SIGN PER CITY AND MUTCD STANDARDS. 15 4" WIDE PARKING STRIPE USING YELLOW TRAFFIC PAINT TO MATCH EXISTING. 16 NEW STOP SIGN AND PLASTIC STOP BAR PER MUTCD STANDARDS. 7 1 NEW PRECAST — CEMENT CONCRE TE BUMPER CURB PER 0 E WSDOT STD. PLAN N0. F 1. 18 EX. LOT LIGHT TO REMAIN. USE CAUTION TO 0 V A OID DISTURBANCE OF LIGHT AND POWER SERVICE TO LIGHT DURING CONSTRUCTION. 19 CMU WALL WITH 0 FRAMED NFILL I PER ARCH. PLAN A- 2. 20 4" THICK CEMENT CONCRETE TO MATCH TOP OF CURB ELEVATIONS. 21 NEW 5' WIDE ASPHALT PEDESTRIAN PATH PER DETAIL 6/C7. 1 GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE. 2. SEE SHEETS C3 C4 C5 FOR DETERMINING LIMITS OF (11� / . r �... ., - - : ® p \ i 13 ,, SAW RI' CUTTING. �, � STRIPES ,,.. �' ��:<. :>,:. ,; >:.: , ,..,. .. �: .: ,_:..-. -. C� � � CCINCRFTF Afj L SEE GENERAL NOTE 2 -'%—`' �{ $ ) ASPHALT 'r \ ASPHALT _ Q L R=3r LA. SURD k i r r.J (TYPICAL). % �--/ 14 H.C. PARKING LIGHT 6 15 STRIPES 13 STRIPES 9 CURB 9 CURB (TYP) r c $ . _ .,� .,� ��$!iFSt-� k �i1 °I_i" ' 17 BUMPER 13 STRIP6Hiloc — r J N _ Xi Ilr --��-�� '� .Ms ,5 ... " \` �� •'C„\'^3,� \\ L•N53 f`t-t �.`3\ Of i / _ .t) BU \ X� �, � •v �� v`�. � `i`�,"•� y`v j� -w, l 13 'STRIPES ` BUMPER \ <' \ ;:rlti° Ij�,.1F \ \ \\ ..17 CURB (TYP.)',, Ct it r" W LZ 1 i i � �. .. '• " " a . ... - - �' '� - . _ - r - II ," ii' Jl i/ i/ ;/• �J 1`'� �� `i j' i/i / i '/ ,'/' � v, `x" -"-.---i IfI•-rS 5. .�d k% ` o .. .' II I :E\�yy43,vA ,VJ '!J J',J,% y, \�. �.J• `.:_-_ "A, iw� 4 M 0 M--11 L 1t � • m0 M ■ i •'tip' ' �I M ■ M am ■ M ■ m ■ m ■ m ■ m ■ ■ m ■ ■ ■ ■ ■ m ■ m ■ m ■ m ■ m ■ m ■ m ■ OIL ■ M ■ M ■ M ■ M • M a M ■ M ■ M ■ M eMemam ■ M ■ M ■ M ■ M MATCHLINE — SEE DETAIL 2/C6 2�ASPHALT PATH NEW ASPHALT TO MEET AND MATCH EXISTING CONCRETE SIDEWALK GRADES. I \\ I !I \ } II I THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS WRITTEN 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 A.D.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. Record Drawing Certification = V) C.� U Z fW � J H- Z X Q p Z W j N gz Q CD N 00 UOR Z Z 00 cV cy) C.0 r- 00 > WW N a I I z '- Ln Ln 0 z .0 O z L N 2:T) LU J > r N �• J 2 Q � w V 0 V C0� m cNLOa, o ��I� rc,; �N2!M w ov i p 4 7 v O—c o"tox 00 0 = a Psac-LL_ 0 V)V)�� �N 1�Ot Vo N prn r�r� 00 -00 jUMM �L C3 `"o G > Cv 00cox re) N 4 \ N \ N \ Co \ \ t� 0\p N (D h\ 000 V) M } J J J J N o p p p m 0 0 0 0 i) z 0 Z M Q w o 25 � g 0 ailU p LLJ N W W CL Of W U \ o a z o CL W 2 w 2 � N o 0 N z 0_ o Li Of � V)' V) �yj o UOf Of o 0 U o Of N o W a W a ( p m � o z N M sh L 4 Project Proj 1 #:10154 STORE #00019 Designed By: OIL Drawn By: DL Checked By: Date: Scale: I *=3 ' These drawings conform to/the Contractor's construction records. pbk FjW 10js4_AjM '9 �7t��O Date � // 03 Title/Position �����/�IP V Address: Confirmed by Clty.• Date 801 AUBURN WAY N. AUBURN, WA PROJECT REF. FAC 02-0019 BLD #01-0315 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. CP 6 -1 & -02 SITE PLAN FRED MEYER GAS STATION ADDITION C3of. 7 o3 D 1734 .9" �=\ 0 L ¢ CIVIL UTILITY PLAN fh Stre0 et co iMinor NF Arterial) " / ELEV. Eck FEET \ \ f 1 > I 3l f' / t n 15' WIDE �WATERMAIN EASEMENT TO CITY SD i TO / n / n t 0 v% If If r/ If If If 'It if f lI { , t If If p n r ! u rr fit Try If \ F SAWCUT-MATCH E -'� C. SAWCUT-MA APPROX. LOCATION OF CYICTIAIP WATCD\IAIAI 1n=20' ---- I 1 -- --- \L------ --------`--__--_- q 4" l :i it i� r.. \ rr rr rr / _ ;rr i• t' t' ;;' .,,.� rf` \ ., . \ f w q E r- - :1. I _ ir-•_ :_-..- • ��- `\ \,. I rr rt` ; tr r i`t' r, f,� \\\� q . 3 „"r - as -p r: ¢•. - _ s " \\' r.� �\ r' iF'' rr ,', rrr I'' r rr `` F , r' r ` III l [ r 1 jst\ " - v q:I'W P� r WATER VA .'i EXiSTI \ ..,\\ f "" k .,,. r ?..3.:N\.r\yq\I3`v i. ----%.� \� \ \ r XISTING ,!i \\/5�',. } ///',,"/� • i" Amit ••A "r' 1 � ^�- „a c a � " � \* \ \%S;//f�f i i �' �_ '�`' 1. 7­7 . . ._ - . .. 3 H,>r.�^,, €,e, •" - a- pi II C---- - --___ ---I�/\ r\\ w\-'-:-,..>- \ 'y,. .rf / � ................w\ --/ "-4/-_ --k T/,.F �6�`\< /—_i•/r\ ., �,7r_,_ ;=f- -=�-F- � :[� ( fT 7/ 71 ././../....\ SPEED SUM NEW 12" D.I. 7// WATERLINE \: --e-rr- -- mayc-' •-....,.a:. 1 .r :'3 q ` " ♦ i� II \�\ \ O \\ f/ 'a � V S\, O �. O 4' (/ \ \\ \\\ \ (/ ` � � O f O ` �� S' �/ k" O \, \\ \ \ NEW 6 " 1 q \. \ ` GATE NEW 12 AF K: y v k \ G 1 \ v l v v v A v VALVE ADAPTER NEW 12"x6" TEE r I w i # �r N \ -- --- W/ CONC. BLKG. . 1 � q r II 3 \3 0r`1k ' i q c 1 5 q aI " EX iSTING PLANTER " D.I. " rr �. h. ".�- - I•. -� - r �' - i I rr (TYP.) _INE TO EXISTING 12 x8 1 " :_ , rY T NOTE. REDUCER O a I 1 CA� YDRANT W 1 1 - 1 -y i'' LOCATION, DIMENSION, AND DEPTH OFALLEXISTING U111LITIES WHETHER SSHOWN OON�THESE PLANS OR NOT BY POTHOLING THE EXISTING 8" , :E.- j % 1 �- „ ii ,' /i r'i . I; UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. GATE VALVE 'F/. THIS SHALL INCLUDE CALLING UTILITY LOCATE AND THEN POTHOLING Z ,I I ,' `i i �i- % M° i- t. ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY s " Y i x \ VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE EXISTING 8 D.I. (� j : " _ ------`' PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. .,���art��� p II I I �i r' ;rE.Xi`STI��'�::Sa ,, ;rrr ;��i i' j` l r' I -y kE' IF CONFLICTS SHOULD OCCUR THE CONTRACTOR SHALL CONSULT BARGHAUSEN 4f YIiATERLINE r-4 �: , �i q'- °' w ii „ f / r%' '" - TXISTI ';�I `�` / 0 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH Lv �: o, `_ ,� t ' :' .' I I % i'r%' „' ' / r ' ' i ENGINEERS, INC. T " 1 °�ij / CONSULTING ENG r 1_ a' Q a ji, ✓ . II % .`' %' CONSTRUCTION. 1 - � - ^ k. � .. ,. @ � �' w ,ii �'I rJ !' 3 3 '' � • \\`� � " ' j: ij i �; i rj ' %i 'r 4. "'.,1' ` ,II 3 ' 3• THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY 4 REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS ■�■�■�■ ■�■rile.���11■i.ri'■■���—����r`ar■���rl'■�I��.i�■��r'■'■■'■■■■—"■■■■'■■■■'�r��*.I��rr�����'■�'�'�"""■"�'■�'�■�■'■■'�■�'� WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED. WATER' CONNECTION DETAIL MATCHLINE -SEE DETAIL 2/C6 (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 1 "=5' OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE _ READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES / INCLUDING FEDERAL A.D.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. II 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. /fir <`y 7''�'."'✓ i h /v y i 7''� !'%r "'r �3rr X `` �J .......... J � r \ y LOCATOR MAP NOT TO SCALE UTILITY CALL OUTS OINSTALL (2) PUBLIC TELEPHONES ON 40" x 80" CONCRETE PAD. RUN (2) 3/4" CONDUITS FROM KIOSK FOR PHONE AND POWER SERVICE, SEE SHEET A3 FOR PAD DETAIL. O2 NOT USED OINSTALL (2)-2" CONDUITS W/ PULL ROPE FROM KIOSK TO MAIN FRED MEYER STORE, COORDINATE WITH OWNER'S REPRESENTATIVE FOR EXACT LOCATION OF ENTRY POINT. 4O ELECTRICAL AND COMMUNICATIONS CONDUIT ENTRANCE INTO MAIN FRED MEYER BUILDING SHALL PENETRATE BUILDING A MINIMUM OF 18" ABOVE FINISHED GRADE. PENETRATION THROUGH THE EXTERIOR WALL SHALL BE ACCOMPLISHED BY MEANS OF HORIZONTAL CORE SAW OR OTHER APPROPRIATE METHOD BASED ON WALL CONSTRUCTION. CONTRACTOR SHALL INSTALL JUNCTION BOX AT BUILDING EXTERIOR AND GUTTER BOX AT BUILDING INTERIOR. EXTERIOR JUNCTION BOX AND CONDUIT SHALL BE PAINTED TO MATCH WALL FINISH. FINAL LOCATION OF CONDUIT, CONDUIT PENETRATION, JUNCTION BOX AND GUTTER BOX TO BE APPROVED BY OWNER'S ENGINEER. SEE DETAIL 5/C6. ONOT USED OFIELD VERIFY EXISTING HORIZONTAL AND VERTICAL LOCATION OF 12" WATER. INSTALL: 1 - 12" 22 1/2• BEND (MJxMJ) CONC. THRUST BLOCKING PER CITY STD. DETAIL 'WATER-01' 0 60 LF 12" D.I. (CL. 52) WATER OINSTALL: 1 - 12" 45' BEND (MJxMJ) CONC. THRUST BLOCKING PER CITY STD. DETAIL 'WATER-01' O72 LF 12" D.I. (CL. 52) WATER 10 LOCATE AND REMOVE EXISTING 12" 22 1/2• BEND INSTALL: 1_-�12"x6" TEE FLxFL). CONNECT TO EXISTING 12"x8" REDUCER. (CONTRACTOR TO V RIFY LOCATION OF EXISTING 12 REDUCER) 1 - ADAPTOR FLxMJ 1 - 6" GATE VALVE (FLxMJ) 1 47 LF 6" CLASS 52 D.I. SPOOL 1 - 5 1 /4" MVO FIRE HYDRANT ASSEMBLY PER CITY STD. DETAIL 'WATER-07' CONC. THRUST BLOCKING PER CITY STD. DETAIL 'WATER-01' 11 REMOVE CONCRETE AS NECESSARY FOR CONDUIT INSTALLATION. REPLACE CONCRETE TO MEET AND MATCH EXISTING. 12 SAWCUT AND REMOVE EX. PAVEMENT AS NECESSARY TO INSTALL NEW SAN. SEWER. REPAIR PAVEMENT TO MEET AND MATCH EXISTING. SEE DETAIL 4/C6 FOR TRENCH DETAIL, DETAIL 1/C6 FOR TYPICAL PAVEMENT SECTION. 13 NEW CATCH BASIN, TYPE 1 W/STANDARD GRATE RIM=68.50 IE=66.00 (6" SW) 14 27 LF 6" PVC (SDR 21) ® 2.22% (TO SAN. SEWER). 15 OIL/WATER SEPARATOR VAULT PER DETAIL 6/C5. RIM=68.70 IE=65.40 (6" IN, OUT) 16 LOCATE 6" BALL VALVE IN C.I. BOX FLUSH WITH FINISH GRADE. INSTALL IMMEDIATELY DOWNSTREAM OF OIL/WATER SEPARATOR. 17 100 LF 6" PVC (SDR 35) 0 2.23% 18 CLEANOUT TO GRADE RIM=69.4 (MATCH EX. PAVEMENT GRADE) IE=63.17 (6") 19 12 LF 6" PVC SDR 35 ® 2.23% 20 EX. SANITARY SEWER MANHOLE TO REMAIN RIM=69.33 EX. IE=62.6t CORE DRILL MANHOLE TO ACCEPT NEW 6" PIPE AT IE=62.90 (SE) RECHANNEL BOTTOM OF MH AS REQUIRED FOR NEW PIPE INLET. N 1-1 LID ao 3 En m x Li a V) z O L LI z O g� LL! � J H Z xQ Z W j N Q r7 N 01 gz O O N CD 00 Z IY Fx Z CND N I 0000 I ww UO LO 0 Z v ZJof z L% N 00 Uj > O C�( S,t> CO J 2 Q � Z LU V � p CoN z 0 \) LLJ ry m -NC" 0.00 NICi1 � cn I LO Q °' I[' v �oCnM ��n N�M Lj Ov1; ��o�� o•tox 00 0 -r- LL tMILdIII! 0 N In V)n tnN�� onn d WZ,2 jC�MM 0 0000 0x IMG)ML! IN 0 I O cn w IY N 0 a \ \ O N N OD rF M N 'r'--, CO 3 S o 0 0 o m z o_ m a U_ 0 o � Of 0 Wa V) w w Lil 0 of o EL �w H H o a a Co z *- N M Project #:10154 STORE #( Designed By: DL Drawn By: DL Checked By: Record Drawing Certification Date: Scale: 1 "=20' These drawings conform to the Contractor's construction records. Disk File: 10154-A.DWG /Date 03 Model: Tit/e/Position Address: Confirmed by Clty.• Date 801 AUBURN WAY N AUBURN, WA PROJECT REF. FAC 02-0019 BLD #01-0315 These plans are approved for conformance with the City of Auburn 's Engineering Diviabn requirements. f.P g • 14 -oZ Approved By. - Date Approved.• Of L LI U LLI of W Of CL O V z O cr N 0_ Z O 0 N a m .* 1 \6, 1 19 UTILITY PLAN FRED MEYER GAS STATION ADDITION Drawing No.: C4 0# 7 y Cn $ ♦♦`♦ Z �, 0zZ CIVILUSITE w GRADING STORM PLAN� 0V) C.• J L ¢ a w 10fh Sfr w Z < Z ee f NE coo \ (mor _ , y. w N z Iy \ -O Arteripl) Q' Q MO N oN0 0 c� \ N I I wW e4 e0 00 z 71 Ln Ln —UZ SMNLd I: i i In Ini U Z J Jilt 4>A! 00 T w T/ V) 7E'd9;-r7 i vmmm 12-1 } ` j ,, !♦ jj�-i-S/ T try �v a�1 . °N --ter 7------ may' fAf W i! }. ; LOCATOR MAP NOT TO SCALE `ia tf f 7 . I11�'£'y 'r/ Ji..3NAi I,., 4f—LJ�.7 �i T Y 0 WATE --g x. �F•:,, €�;AM':) �t�� � . Uh 3E 6:Ln CtL3 0 //, -,3 GRADING CALLOUTS 7 fiya ^'.�; -//i% T)dli' � y `r- C1 � iVLi �.;ta3i l?,.i LiE Si,� t` �-.T '„> �(�NAL r' ' , POWER VA� # T " C K fr a °� 1 ELEVATE CONCRETE SLAB AT MANWAY OPENINGS PER DETAIL 1 /C6. (TYP.) jj i e c^' ` it �3 O � M "'\ k \ \ `" ,,,..•-'_ ; ii. i /L � l:}'i .�ii � 5,� ' It „$` ! c. j ryrT,.' i i/ r _ 'i"�/ °eJ'• •^ `: s'i!GNhi3L '001.1 P('>!�ER irAi fLv, 2 COMPACT SURFACE OF TANK HOLE BOTTOM TO 90% MAX. DENSITY. SEE SOILS REPORT FOR AB3V ORt•UNt?, �, �' .��., r ����; �, r ALL REQUIREMENTS RECOMMENDATIONS ON TANK HOLE EXCAVATION, SLOPING, DEWATERING, ETC. rf 1�'t" 'F �.-. . .. +.1, f�:e�i AY. l ter e•c . "_, " eQK �d' h - � + 7 w' ��s :. -. -• � .torts t, i�� /�/ � - - - -•-•- i .' '\ "°'�';� b: ;♦.~A':R RAMP ASPHALT PATH MEET AND MATCH ,� ^r L f J. G 12:1 MAX. SLOPE)TO /j" �`y EXISTING CONCRETE r • n 4 - � NiG� _ MEET AND MA H.�..--- 1 EXISTING ASPHALT GRATE. SIDEWALK GRADE 9,4" ��� ;`$ ii` b. Aa' fy� h z WI E?QMF r - .. C f''. E? ,' a . �lil 'tI. .... �� -'> S�` `�> - t 1 f � .i i r y, .! 'y �' '_�^. ✓� .. y �.r .i UJ '., aF, 2:','u s L I_�11�g'`i�..::....�. "...........y A if`,Z'rv--•-.—., lai. v^� r: E:' ,'.rs�,YYY�3 Si. y r J7 1 <'•! ra iE 15' PV, 6-64,36 iE 1 ° a ' dl » u) ,.� a _ Y� .r � •a �' � x•7�y.�4 ., �' II �.�. ! � ! A r r i Ei ��p 4. i' JI / i :• ///.... -.h,.._ .. ^\ y.Ls' ♦. '♦. C, f I. 5, l0 4 r% a a it / / i! / % ! i4 i` w>7 Np a �1 �5 %� � � M1 4s, -� 4. mil;�rn��rr�0=I6 a=00low a rm a'ohm O'�' iV=a'N0 a Ed=���� `�■�iif���i�r�������l�l�l■ ■man MATCHLRE - SEE DETAIL 2/C6 Lij 1 �% ,✓ 3 9 I ( II € ) I i II I II . I II E f' E� r � i 1© 92 LF 36" RCP 0 0.40% 1 NEW SDMH, TYPE II-72" W/STD. GRATE RIM=68.30 IE=63.95 (36" NW,S IE=63.95 (15" E) IE=64.62 (6" W) 14 51 LF 36" RCP 0 0.40% 15 8 LF 15" PVC SDR-35 0 0.637. 16 INSTALL NEW STC 2400 PRECAST CONCRETE STORMCEPTOR WATER QUALITY MANHOLE W/SUBMERGED CONDITIONS RIM=68.50 IE=63.90 (NEW 15" W) IE=83-W (EX. 15" Et (vS.- J SEE DETAIL 6/C6 rP 1. ALL FLEXIBLE PIPE REQUIRES MANHOLE ADAPTORS AT THE CONNECTIONS TO STRUCTURES. 2. CONTRACTOR MAY ELECT TO USE ALTERNATE STORM PIPE MATERIAL AS APPROVED BY THE CITY. CALL BEFORE DIGGING (800) 424-5555 UTILITY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIIUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AND THEN POTHOLING 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. THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY E: 'i5" PVC W=P,401/ REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS #E PVC;; NE mP5 02 WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED, (NOT PUBLISHED: ALL RIGHTS RESERVED) DOTE 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 A.D.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. Record Drawing Certification 40y/S alzi NA L 1_1_ - EXPIRES 01-07--03 N N N 00 N W) 0\0 N f\D r- 000 3 m i J J J J (3 0 0 0 o m N8"W U z d 0 z � m a > LLB ? o � U sa W a LLI CAI U O W U \ o a z o EX W a W W 0 U u) z z w _J Ld = N v_U—i U W Of o N U o \ Of N o W a W a 2J, or N 0 m Z o N PO W) Q Project 1 #:10154 STORE #00019 Designed By: DL Drawn By: DL Checked By: AK Date: Scale: 1 "=20' These drawings conform to the Contractor's construction records. Disk File: 10154-GM.DWG Date � Model: BCE #10154 Rtle/Position Confirmed by Clty.• Date PROJECT REF. FAC 02-0019 BLD #01-0315 These plans are approved for conformance with the City of Auburn s Engineering Division requirements. Cr 6-I4•0Z • Approved By.• Date Approved. - @ ,60 X_ ress: 801 AUBURN WAY N. AUBURN, WA GRADING/DRAINAGE PLAN FRED MEYER GAS STATION ADDITION Drawing No.: C5 OF 7 V i�_ -1,- 0 55 6 ox 11 0301731 3" (MIN.) COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT CLASS B, WSDOT 5-04 6" (MIN.) COMPACTED DEPTH 1 1/4- CRUSHED SURFACING TOP COURSE (CSTC) o °o ° o'o° °o o"° o Co 0 00 o Po 0 0 0 00 0° 080 00$°00000 12" STRUCTURAL FILL (OR RECOMPACTED COMPACTED SUBGRADE SUBGRADE) COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM D-1557 TYPICAL PAVEMENT SECTION N.T.S. FINISH GRADE ASPHALT SURFACING AND BASE PER PAVEMENT DETAIL 1/C6 NEAT LINE SAWCUT 12" OUTSIDE OF TRENCH EDGES PRIOR TO PAVING NOTE: HOT TAR SEAL JOINT REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR SITE = -:4.••+ * -+ - h- PREPARATION AND ALTERNATE • •" •� _ = • ' "� PAVEMENT SECTIONS. ' \�� 0000 O DODO oTX\ 000 zc �0N N000 o VARIES NATIVE SAND/GRAVEL OR STRUCTURAL w z = FILL MATERIAL COMPACTED g a TO 90% OF MAX. DENSITY EXCEPT UPPER 12". w U0, 0 �� o UPPER 12" COMPACTED TO 95%. V)CUj L 0O0 000 G O MATCHLINE - SEE SHEET C2 �'rwa �rr���r�ff�rff��r���■�■r�r�����rf�����rr�r�rf�r����r����f�r�r:��rr•f�r�r� .r7w 4. f North t 5:. PVC >> ,44 ryp� v t# I ' t �v' a N�;VEMENT PER DETAIL 1/CS / , REMOVE EXISTING CURB, LANQSCA0jNb, AND IRRIGATION REMOVE 6 STALL MARKINGS BY f' t SANDBLASTING OR OTHER METHOD ; AS APPROVED BY CITY (TYP.) ' EXISTING LOT NEW BARRIER CURB PER LIGHT TO REMANIh; _: DETAIL 4/C6. MATCH EX. GRADES j SAWCUT ` \ } R=3` ` R=3' R=5' 1 � � SCARIFY SUBGRADE TO A DEP1i'\\ �. FPE �; , ' r , _ ► MA LS. SE CAP .'SUITABLE OR NEW LANDSCA ,. , TERIA ELANDS E. \ PLANS. �` ....\ ARE . _PLANTER �.� � � `,� �*.� :\ � PLANTER ~'` `\ ;PTO REMAIN TO REMAIN `, \ ry ' ` REMOVE EXISTING CURB NEW BARRIER CURB PER }?} AND ASPHALT PAVING DETAIL 4/C6. MATCH EX. GRADES ,. r'___ Yy REPAIR ASPHALT PAVEMENT �.� PER DETAIL 1 /C5. _.. c 64 ....i...w. p ��pp y� I rl.. Ti,''Tr;.:.S+.7? ti .....-- _--____ __v _ W W q\.. �g m �y Y •' l 1 ................ 1 C „y I .. EX RUDE ___t, _IRS.. r�MP- U` E f�' �,r ''"\. \ Y CAS - � t �'? � C., f'7 8 `� \\IE 1 l" Piro. NE=64 ' ! f RAMP { q EIJ.I�e ' i'v'vEv p ? # do-, _ /6 PLANTER REVISIONS Scale: 1 "=20' EXPANSION JOINT 2.00' ZIP STRIP/SEALANT MATCH FINISH GRADE ELEV. 12' DIA FIBRE JOINT PACKING SUBGRADE CLEANOUT NOTE: CLEAN -OUT COVER & FRAME SHALL BE LOCKING, EQUIVALENT TO OLYMPIC FOUNDRY PART NO. M1007 TYP. CLEANOUT BLOCKING DETAIL NOT TO SCALE PIPING GRAVEL BACKFILL FOR PIPE BEDDING COMPACTED TO 95% OF MAX. DENSITY NOTES: 1. PROVIDE 6" SAND BLANKET BEDDING FOR RIGID PIPE 2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE IN CONFORMANCE WITH ASTM D-1557 TRENCH RESTORATION DETAIL NOT TO SCALE Hydro Conduit STC 2400 Precast Concrete Stormceptor 2400 US Gallon Capacity) PROJECT: LOCATION: STORMCEPTOR FRAME AND COVER GRADE ADJUSTERS TO 31-- --I SUIT FINISHED GRADE 8„ d 0 4 a 72" 0 Cn Uj c... STORMCEPTOR INSERT INLET WEIR 7 21" 13, TOP OF GRADE 5" 6"0 OIL PORT t16 „ 8110 Ll ORIFICE PLATE oINLET TEE cD E DROP PIPE 24"0 OUTLET RISER PIPE 96" 0 10" 4 as SECTION THRU CHAMBER NOTE 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE 24" 0 OUTLET RISER PIPE AND THE 6" 0 OIL PORT. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. REV. DESCRIPTION BY:1 DATE DR.BY: N. BALDWIN CK. BY: DATE: FEB. 13, 2001 SCALE: N.T.S. STORMCEPTOR FRAME AND omm 7„ 8"0 ORIFICE INLET PLAN VIEW OF INSERT 4" TO 6" OVERLAP N N ENLARGED INLET TEE DROP PIPE ORIFICE PLA PER UNIT SI; DROP TEE INLET PIPE B 7'-0" I 24" 12" 1'- OIL RETAINER BAFFLE " GRIT/SLUDGE RETAINER WEIR FLOW DIFFUSER BAFFLE BASE PLAN OIL/WATER SEPARATOR CHAMBER OIL RETAINER BAFFLE -71 PLATE ACCESS DOOR INSPECTION TEE 7 a� OUTLET DIA. PER PLAN IV I 1-3" 2'-3" 2'-3" 1'-3" A N DIAMOND PLATE COVER (2) PLATE INSPECTION COVERS COVER PLAN DIAMOND PLATER INSPECTION COVERS FLOW DIFFUSER GRIT/SLUDGE RETAINER WEIR 6" INLET —RIM ELEV PER PLAN- j--r TYPICAL L P 1 I INVERT ELEV C PER PLAN - TYPICAL 24" 12" l'-6" 7'-0" SECTION A -A 3/16" GALV STEEL PLATE - BAFFLES AND WIER OIL/WATER SEPARATOR NOT TO SCALE Hydro Conduit Stormceptor® Submerged Disc Detail 72"0 � 7.0" OIL kNOUT NOTE 1. TOP OF THE 6.0"0 INLET DROP PIPE TO BE SET AT ELEVATION OF THE WATER LEVEL. 2. THE TOP OF THE WEIR TO BE LOCATED 8.0" ABOVE THE TOP OF 6.0" INLET DROP PIPE. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. REV. 1 DESCRIPTION STC 2400 PRECAST CONCRETE STORMCEPTOR MANHOLE NOT TO SCALE DR. BY: CK. BY: DATE: SCALE: 24" 0 DROP OUTLET PIPE SECTION B-B UIILIIY VAULI COMPANY MODEL NO. 577 SA OR EQUAL = En w j z o gV) Ld a_ z w x Q of zw gz Q N CD 0 0 zrn�0000 cV 00 z- N I I Ofz Uj Uj Ln LO c� 0 LO Z U-) L _Z W> z �i J cV aow�1 ? >> T 00 !!�.N Z)Nr J t z 'Q z w V \2 � 'Colo sJv ® log cN�O� rdnIr, Q CD � OEM ��� rn �N�� �ijoni V5 �oox �OOOLp N V)��N N � d- V doJ)� NOMMS L jUMM O O j C 0000X �rndro rnoo (L S. W A Sys �o 28527 NAIj�E�G\�� EXPIRES 01-07-03 N Q Go N N N Co st r7 c\O r- 0000 3 ED J J J J (n3 0 0 0 o m m o 0 0 0 V) o z N d` N Li Q — X o_ Of 0 x Q � 3 c>Ofa 0: 2 z �. 0 N W (n (n = (n II Z z O _3 W _j W t/) N v o 0 a- H r=- 0 CC O of Li Li Of w Of w Goa �_ 0 Q. a- Of i M N z r N ro .14- ,n co N t 4 Project #:10154 FORE #00019 Co 0. Designed By: DL i; Drawn By: DL v Ch k d B AK Record Drawing Certification ec a y. o Date: Scale: N/A These drawings conform to the Contractors construction records. Disk File: 10154-dl.DWG Date ��• 03 Model: LO BCE #101 Title/Position 2 THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY Confirmed by C/ty.• Date V Address: 801 AUBURN WAY N. REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS AUBURN, WA c WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED. o (NOT PUBLISHED: ALL RIGHTS RESERVED) PROJECT REF.- FAC 02-0019 BLD #01-0315 NOTE TO CONTRACTOR: THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES DETAIL SHEET_ FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET FRED MEYER OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES These plans are approved for conformance with the City of GAS STATION ADDITION i o WCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE Auburns Engineering Division requirements. CP B-IL-ot a ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS. �+� Drawing No.: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL1 cL APPLICABLE. CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE Approved By: dAea• SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE Date Approved. CONDITIONS AND APPLICABLE CODES. 01-1) 7'."N'11 ALL MANHOLE ACCESS COVERS TO BELOW GRADE SHALL BE LIQUID TIGHT AND LOCKABLE FABRIC (TYP.) CRUSHED A.C. PAVING 18" ROCK (TYP-) BASEi � - j - M _PEA GRAVEL BACKFILL, COMPACT LIMIT OF�i�TO 90% PER GEOTECHNICAL ENGINEER TANK HOLE 'K RECOMMENDATIONS. SLAB CONCRETE SPECIFICATIONS DETAILS, SECTIONS, AND NOTES 1-1 /2" (TYP. ALL) NOTE: ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNERS ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. 1. UNLESS OTHERWISE NOTED IN PROJECT SPECIFICATIONS: a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) b. CEMENT - TYPE I, (ASTM C150) c. AGGREGATES - ASTM C33 (NORMAL WEIGHT); ASTM C330 (LIGHT WEIGHT) d. 28 DAY CONCRETE STRENGTH (f'c): 3,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) e. SLUMP - 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT f. SHRINKAGE - 0.05% MAXIMUM g. ENTRAINED AIR RANGE 2%-4%. 2. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 2 1 /2 3 1 /2, WITH A MAXIMUM 7 1/2 GALLONS OF WATER PER SACK. 3. REINFORCING STEEL FOR TANK SLABS SHALL BE #4 BARS ® 12" O.C. EACH WAY W/ FIBERMESH. SUMP CAGES SHALL BE #4 REBAR ® 12" O.C. EA. WAY (TOP AND BOTTOM). 4. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. TYPICAL SLAB AT TANKS NOT TO SCALE "SEE Al DETAILS" COLD JOINT NOT TO SCALE SLAB TO BE MIN. 6" THICK CONCRETE SLAB. SEE SHT. A-1 FOR CONTROL JOINTS. FIRST POUR 6x6 - W1.4 x W1.4 WWM. CENTER MESH IN DEPTH OF SLAB. a 7�.. .� .. SEE SHEET C6 PAVEMENT SECTION DETAILS NEW ISLAND CONCRETE SLAB SECTION AND SLAB CONTROL JOINT (TYPICAL) NOT TO SCALE PAVEMENT TOP OF CURB AT APPROACH 5 1/2" 1"R 1 /2" R 4 ° 4 C ° 6 ° 4- 7 3/4" CONCRETE BARRIER CURB NOT TO SCALE /2" R NOTE: CEMENT CONC. BARRIER CURB PER WSDOT STD. DETAIL F-1. 5. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE UBC, IS PROVIDED. 6. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNERS ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. 7. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. 8. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. 9. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). EXISTING BUILDING OVERHANG EXISTING CONCRETE SIDEWALK - TO BE SAWCUT AND REPLACED EXISTING ASPHALT 8" CONCRETE TANK SLAB CRUSHED ROCK BASE EXISTING GROUND TERMINATE CONDUITS ABOVE EXISTING CEILING IN BUILDING SEAL PENETRATIONS (TYP.) EXISTING CEILING I I I I INSTALL NEW SKEET METAL ENCLOSURE (24" WIDE) TO CONCEAL CONDUITS PAINT TO MATCH I I EXISTING BUILDING INSTALL SEAL OFF OR COULPING WITH SEAL (PROVIDE HANDHOLE ACCESS AT SEALOFFS) 2" LB's (TYP.) EXIST. CONC. WALL EXISTING CONC 7/71 CURB TO BE SAWCUT AND REPLACED EXISTING kI (2) 2" CONDUITS CONC SIDEWALK FROM KIOSK (2) 2" CONDUITS FROM KIOSK SIDE SECTION EXTERIOR ELEVATION (2) 2w CONDUIT PENETRATION AT BLDG. 5 SECTION AND ELEVATION VIEW C7 NTS INSTALL NEW SHEET — METAL ENCLOSURE TO CONCEAL CONDUITS PAINT TO MATCH XISTING BUILDING WIDTH TO MATCH URB EXTENT) EXISTING CONC CURB TO BE SAWCUT AND REPLACED TERMINATE CONDUITS ABOVE CANOPY OVERHANG IN BUILDING SEAL PENETRATIONS (TYP.) a INTERIOR INSTALL SEAL OFF (PROVIDE HANDHOLE ACCESS AT SEALOFFS) ,: 2" LB's CORE DRILL WALL EXIST. CONC WALL 5' 2% 2" COMPACTED DEPTH T.C. PAVEMENT, CLASS B 3" COMPACTED DEPTH CRUSHED /IROCK BASE (4" MINUS) STRIP EXISTING GROUND OF PLANTINGS AND VEGETATION (3" MIN.) ASPHALT PEDESTRIAN PATH NOT TO SCALE THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY REPRODUCTION OR ALTERATION OF T"S DRAWING WITHOUT THE EXPRESS WRITTEN 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 A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE ARE NO UNUSUAL SOIL CONDITIONS OR IANND LOiAOS, 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. EXISTING GROUND = C7 U :D Z j O g � J Z Q Z Z LU w N gZ Q O N 00 O20 z— �rn(000 Ez N I I wW — F_� , LO LO Uj n 3 Z_ N 00 Z 04 Y N J > 0 .�� .�� U V) -a� r N° JAI, J . z q � � Z W 8 a coN 4) L a) mn C CN1p1 Q o01, -,' � �r� m N e,,r Uj OvM �N v fyv o0-tax LL to o_ o_ o_ N .3n O�i�tMgN :;. Van4 ("ororn Uca'nA a� L �Ur— i Se 0 4)o>C� 00cox FEMD-CIi �o 28527 0 �� �Fs F0/sT0\' S�aNA L ECG v EXPIRES 01-07-03 N N N 00 r) 0000 N \ \ \ \ �t co r- 00 En M J J .J —I N C3 ® 0 0 m 0 o a a V) z O z o: m \ LLJ a ? O g N LL g � � in a w of W U \ aO W a 2 2LU rZ o Z Z o W =N _ (Z/) fn lul a Cr H N O a' W W W U Cn in o a a M m N K) to 4 Project Proj 1 #:10154 STORE #00019 Designed By: DL Drawn By: DL Checked By: AK Record Drawing Certification Date: Scale: N/A These drawings conform to the Contractor's construction records. Disk File: 10154-d2.DWG Date � �3 Model: BCE #10154 title/Position 0'4 C�'K:o -*tie0;OP .Ogg Address: 801 AUBURN WAY N. Confirmed b Cl Date y AUBURN, WA PROJECT REF- FAC 02-0019 BLD #01-0315 DETAIL SHEET FRED MEYER These plans are approved for conformance with the City of GAS STATION ADDITION Auburn's Engineering Division requirements. Drawing No.: Approved BS F! 7 Date Approved: C7 W LANDSCAPE PLANTING PLAN IN IN " �.. BLEND NEW GRADES WITH EXISTING GRADES FOR AN EVEN TRANSITION zz TYPICAL �- I 't ; ` y, , " ., ji l ,t / i n LOCATE TREE OUTSIDE OF WATER EASEMENT / r { if ;GROUNDCOVER UNDER,,It 11 HMH EA SHRUB MASS 0 L4 EDGE OF / ICANOPY If e r / r X,'` r r f EXISTING LANDSCAPE — TO REMAIN, SAVE, AND PROTECT — TYPICAL BLEND NEW GRA GRADES FOR AN TYPICAL WITH EXISTING V TRANSITION G 0 OONLY : H� HH IC"USHDRUB EMASSS OEN�LY : f \ EXISTING TREE / / A x :...:... ,r TO BE REPLACED- � � \\ ....... ............. e... ......................... ...,........................... .................... i ` \ ..... ELEPIHONE _ _ _ _ _ _ _ _ _ _: _ `'- Ity:.............r TRANSITION NEW PLANTING WITH / _ _____________ _ _____ EXISTING PLANTING r _ ' ......,.....,..,...... r - W.. _....._._..._.._.__ ____ t t f t r PRUNE EXISTING PINE TREE AS REQUIRED FOR NEW WALK 5 f ER l \` � \`; `\ \ \`\ \` . °\, \`\ ' \\ REMOVE, EXISTING EUONYMUS ALATA 'COMACTA', it ' "_, �.T FINISH GRADE AND MULCH AS REQUIRED i{�Y y`yy } V \ s' % _...+L.r.•c \ S v `'' \V ` y y Av NN vv`'v \ `\ f - �" — - f ; v v v ` \ v FOR NEW WALKIN IN `y . / V \ N,,/ r , f / // �7' rr ^' .--"-- f E /-,.. ! \ ! 1 IN \ ///% \ j1 ////// \ \ `\\IN I \ \ l \\ NN \ V A ♦ A \ '\ \ \ V A A V AA \ '\ y\ IN N REMOVE EXISTING RHODODENDRONS, DAYLILIES, Ems- r -+-�-�-----�-�-----�- "—x—t-- --"' x GROUNDCOVERS, FINISH GRADE, AND MULCH AS I ; REQUIRED FOR NEW WALK 1 I ' REMOVE EXISTING LAWN, FINISH GRADE, AND 1 I INSTALL NEW SOD/AS REQUIRED FOR NEW WALK -- i-- `-.i,•. if II VI) ------- - - - - ---r----------------- i ! i 1 � r i i'' i f 1 II 7 II . i i ----- ' � 1 " ' MATCHLINE SEE TO THE RIGHT PLANT LEGEND SIZE SYMBOL BOTANICAL/COMMON NAMES CONDITION SPACING QUANTITY REMARKS TREES: • ACER RUBRUM 'BOWHALL'/ 1.5" CAL. 30' O.C. 6 STAKE & GUY ONE GROWING SEASON; NURSERY BOWHALL RED MAPLE B & B GROWN FOR STREET TREE USE, BRANCHED AT 6' + PRUNUS CERASIFERA 'THUNDERCLOUD'/ 1.5" CAL. 25' O.C. 5 STAKE & GUY ONE GROWING SEASON; NURSERY THUNDERCLUD FLOWERING PLUM B & B GROWN FOR STREET TREE USE, BRANCHED AT 6' I CUPRESSOCYPARIS LEYLANDII 'EMERALD ISLE'/ 6' HT. B & B +/-12'O.C. 3 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN EMERALD ISLE LEYLANDI EXISTING TREE TO REMAIN, SAVE, AND PROTECT 1 \ SHRUBS: EUONYMUS ALATA 'COMPACTA'/ 18" — 21" 4' O.C. 104 DWARF WINGED EUONYMUS CONTAINER ILEX CRENATA 'CONVEXA'/ 18" — 21" 4' 24 JAPANESE HOLLY CONTAINER PIERIS JAPONICA 'MOUNTAIN FIRE'/ 18" — 21" 4' O.C. 37 �U MOUNTAIN FIRE PIERIS CONTAINER PRUNUS LAUROCERASUS 'OTTO LUYKEN'/ 15" — 18" 3' O.C. 317 OTTO LUYKEN LAUREL 2 GALLON VIBURNUM DAVIDII/ 9" — 12" 3' O.C. 39 DAVID VIBURNUM 1 GALLON GROUND COVER: HHH HEDERA HELIX 'HAHNS'/ 4" POT 24" O.C. COVER HOLD 18" TO 24" FROM BORDERS AND 24" FROM HAHNS ENGLISH IVY OTHER SHRUBS AND TREES. LAWN SOD COVER LOCAL COMMERCIAL BLEND. BLEND FINISH GRADES FOR AN EVEN TRANSITION BETWEEN NEW AND EXISTING LAWN AREAS r` EXISTING VEGETATION TO REMAIN, SAVE, AND PROTECT LAWN/BED EDGE CUT TRANSITION — — — — — NEW/EXISTING GRADE TRANSITION AREA NOTES EXISTING PLANTING INFORMATION FROM "RECORD DRAWINGS" BY JEFFREY B. GLANDER, ASLA, DATED 6-4-89. V) LLJ Z� o g� w Z x Q zw w N gz QON N OO z— Mrntoa00 Lz N I I w '' � U-) LO c�Z � T) w> z CN Z 00 w > —>_Z) r o C7 cn r N. 0H� `s J y Q z W r� V � d�bn V v J 5 CON �. ■ ■ ■ ■ ■ ■rs'MO■.�■ ■�■ ■�■. ■ ■ ■ ■ ■. ■ ■ ■ MATCHLINE SEE TO THE LEFT \ \ \ \ \ a \ \ `\, \\ \ \ IN `' \ W O O O O IN `\ \ Q N N 00 N M `\ \\ p \ N O N II /i II // w rr i -7­77-slt,✓ THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS WRITTEN 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 A.D.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. En fn Q I cn Q I cn Q I En Q i✓ / r n i i t ^ ' f IN ly ~ 0 p w V) � w F- U \ O uj a_ z w 2 w 2 w V) Z CJ 0 0 z i J 2 N V) Z f 0_ U O U Of w BLEND NEW GRADES WITH EXISTING GRADES FOR AN EVEN TRANSITION ----------------- I -� - RECORD DRAWING CER77FICATION THESE DRAWINGS TO THE CONTRQCTi7R , CRON ECORDS BY. ' � � DATE ' O TITLE/POSITION: 1ag&J DGCA 1i iH CONFIRMED BY CITY. DATE STA WASH RE LANDSWI (VALID ONLY WITH SIGNATURE) PROJECT REF• THIS PLAN SHEET REFLECTS 77.1E CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. 15( Approved By. Dote Approved.- 8' 19'ID Z— z Project #:10154 STORE #00019 Designed By: AMS Drawn By: AMS Checked By: HBM Date: Scale: 1 "=20' Disk File: 10154—L1.DWG Model: Aaa ress: 801 AUBURN WAY N. AUBURN, WA LANDSCAPE PLANTING PLAN g No.: L-1 v30 r73�f Planting Notes and Materials SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE 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. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TC REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED 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. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. 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. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE—ESTABLISHING FINISHED GRADE AND RE —MULCHING TO SPECIFIED DEPTH. 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 (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). 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; "CA" 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 SHALL 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) SUBSTITUTION: 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 WILL BE IN WRITING FROM THE OWNER, LANDSCAPE ARCHITECT, AND CITY. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. THE CITY MUST CONCUR WITH ANY PLANT MATERIAL CHANGES TO ENSURE COMPLIANCE WITH CITY CODE REQUIREMENTS. SOIL PREPARATION: MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA TO BE OBTAINED. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST 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 -CONSTRUC- TION MAINTENANCE PROGRAM. TESTS TO BE PERFORMED BY AN APPROVED SOIL TESTING LABORATORY WHICH WILL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER WILL TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. A) TOPSOIL AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM TO CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT 1. ORGANIC COMPOST TOPSOIL FOR PLANTING TO CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING IS FOR SOIL WITH 3-4% ORGANIC CONTENT. PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST BLEND, AND/OR AGED FIR BARK MULCH WILL SATISFY ORGANIC REQUIREMENTS. COMPOST TO BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS. 2. FERTILIZER COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER TO BE "AGRO-DELUXE NURSERY" 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN EQUIVALENT. D) PLANTING BACKFILL ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. E) TOPSOIL PREPARATION AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER A) AND/OR B), ABOVE. CONTRACTOR TO ADJUST GRADES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR TO FORM BERMS TO THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS TO BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOIL TO BE WORKED INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION.S LANDSCAPE PLANTING NOTES AND DETAILS BARK MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -INCH (1"), I.E., "MEDIUM," HEMLOCK/FIR BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO FOUR INCHES (4") DEPTH IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE. STAKES: 2x2-INCH DIAMETER, NET, BY 8-FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD TO INCLUDE BLUEGRASS FOR BINDER. SOD WILL NOT HAVE MANMADE BINDER. 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: FINISHED GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. 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. TREES TO BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT LIST. BACKFILL TO BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") 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 GROUND COVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. UTILITY 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 SHALL MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE—ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. 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 & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT TO BE REPLACED OR CORRECTED. PLANT 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. (2) 2 x 2 D.F. STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT 0OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 3" MIN. DEPTH OF MULCH (BARK) ly�r► REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL l io EXCAVATE TREE PIT AT A MIN. OF 4 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL , SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. o LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. o WORK PERIMETER ROOTS FREE OF NURSERY BALL & SPREAD OVER EXCAVATED PIT. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE NOTE: SEE PLANT LIST FOR PLANT SPACING FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN- 1/2" ABOVE GRADE 1" ABOVE GRADE 2" MULCH (COMPACTED) • '� PREPARE TYPICAL NOTES: >�` PLANTIND o REMOVE CONTAINER & WORK ROOTS BED - FREE OF SOIL; SPREAD ROOTS INTO EXCAVATION r = = o BACKFILL TO BE SETTLED USING WATER ONLY LDS THAN 1 GAL 1 OAL CONTAJNM and LAFiG� ( PLANTTED MULCH) ( PLAN71ED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS F""" EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK — PLANT MATERIAL SPACING DETAIL NOT TO SCALE SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY — NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) 2x2 D.F. STAKES, PLUMB WITH ELASTIC CHAIN —LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE NO "NO GRASS" TREE RING & 3" DEEP MULCH IN WELL. MULCH: 1 /2" — 1 " SIZE —� HOLD BACK FROM TRUNK 8" TO 10" FINISHED GRADE r PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX�.ti SOIL TO 18 OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. REMOVE ALL WRAP. TIES. AND CONTAINERS / SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 12" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE FINISHED GRADE AT 4:1 2" COMPACTED DEPTH OF SLOPE MAX); 2% MULCH; 3" LOOSE (MINIMUM) SLOPE TYP. MIN.) CURB PER CIVIL TOPSOIL AS SPECIFIED DRAWINGS (WALK FINISHED GRADE AT 3:1 SIMILAR) SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1" MAX. 1" MAX. (WITH COMPACTED MULCH) TURF CAI MULCH SIDEWALK (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE AMENDED PLANTING SOIL PER NOTES (TOPSOIL) 2" MULCH (SETTLED), 3" LOOSE FINISHED GRADE LAWN EDGE — CUT TRk4 PLANTING BED ADJACENT TO LAWN DETAIL NOT TO SCALE OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER ALL AGRICULTURAL SOIL DEPTH — OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL BERM HEIGHT 6" TYP. MIN. OR AS NOTED SOIL LINE: 3" IN MULCH, FLUSH IN TURF TOPSOIL SETTLED (COMPACTED CONDITION) 1-1 /2" DRAIN AT LOW POINTS & 10' MAX. SPACING CURB SUBGRADE f / _ REMOVE EXCESS GRAVEL PAVING SECTION ' / %6 -. AND PAVING` �'� '�� VA,, ��/� (DEPTH VARIES) 12" MAX. LIP GRADING IN PARKING LOT PLANTER DETAIL NOT TO SCALE 1 °' MAX. TOP OF CURB TO TOP OF MULCH AL CURB BARK MULCH 2" MINIMUM III COMPACTED DEPTH —1 a. a d 4 MULCH AT CURB DETAIL NOT TO SCALE RECORD DRAWING CERTIFICATION THESE DRAWINGS C N M TO THE CONTRACTOR'S U RECORDS. DATE TITLE/POSITION.• l.�Nr�aG/4PRN CONFIRMED BY CITY. DATE STATE OF WASHI Gpo REG LANDS C R IFICATE NO. 706 ONLY WITH SIGNATURE) PROJECT REF.• THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S M/NIMUM LANDSCAPING REQUIREMENTS. Approved By. - Date Approved. • C15• 19.02 Z O co z� V) w z x Q �� zW j N US gz Q N) N O N N m p p �C)'D� �z nQ I �L0LO I z� 0 L LO �� X) LO WL �� z oNo Z w � � > >::) o O U Cn 7 T CO J 2 Q z w V � 2 �yJfr J� f coy' i 6 a p =00 cNLOO1 fir, ),3 4m I LO om I �Nr601 y �01 N�M �CWS ,o'Cx Loaooto LL 0 N 41 (nV N �di::�� �;C orb, a �� M .00 L jUM►j v0 �0> _ oocox mmsv P10 CL � w Q N N Do N h7 to r- 00 V a V a a > o a a a z C w o_ o w cn w Q of U W o w a- z p w w Ilio z a~ o! N ER ~ ~ Li C0J w o W n_ a O N a m 6 �I NI "'I ¢I L1 Project #:10154 STORE #00019 Designed By: AMS Drawn By: AMS Checked By: HBM Date: Scale: 1 "=20' Disk File: 10154—L2.DWG Model: 801 AUBURN WAY N AUBURN, WA LANDSCAPE PLANTING NOTES AND DETAILS x a) 0 11 N N 0 0 N 00 0 E 0 N i LO a i tT c C i t2 0 i' 0 a. i .' d 4f) O3Di13y LANDSCAPE IRRIGATION PLAN EXISTING IRRIGATION DEDUCT METER, DOUBLE CHECK BACKFLOW PREVENTOR - TO REMAIN, - SAVE, PROTECT, AND REUSE. VERIFY LOCATION ON SITE ` 0 10 20 40 20' P.O.C. TO EXISTING 1-1/2 ~` • `/f: LATERAL LINE I rid--_-•.-y,•,�,.qt� ���,`� �.I V. ` "0 CAP EXISTING 3/4" LATERAL LINE / .. / LIZ y ' , N 1 1 2 \ �/ � It f 0 { „ , \� \\. rr r 3 4 1 1 4 , r..:..::. 34 G? X e l g 3/4n 3/4r r 02 r + ' /02 EXISTING VALVE �c / s 3• TO BE RELOCATED AND= REU ED f � �.__ x �, x• /,�, AS SHOWN. COOR INA `• /� l NEW AND; EXISTING 02 CONTROL WIRES A ! / J 3 REQUIRE C9 EDGE OF " N G2'0M EXIS NG VALVE BL RELOCATED • G2 AND REUSED -- ............ EXISTING 2-1%/2" MAINLINE AND CONTROL %` AS SHOWN. COORDINATE � � � j�> f ' NEW AND EXISTING WIRES IN EXISTING 4" SLEEVE - TO / 0 CONTROL WIRES AS REMAIN, SAVE, PROTECT, AND REUSE REQUIRED. VERIFY LOCATION ON SITE ter` KI SK -- -- r, 02 REMOVE EXISTING IRRIGATIO SYSTEM AND r' EQUIPMENT, AS REQUIRED, PRIOR TO NEW 02 ,-' CONSTRUCTION. CAP ALL MAINLINE, _ - LATERALS, CONTROL WIRES FOR ,. ,_ "''- '"`'" W w�a,...,,<.. _,�, • i i '�-. `--'-z ° `'`.,fir. RECONNECTION AS NOTED. COORDINATE WITH GENERAL CONTRACTOR. r a \., -� ;%:: ;.' �• ''�. ,' FiE HYDRANT •. S • f � / P.O.C, TO EXISTING 2" MAINLINE \ / r AND CONTROL WIRES. 6 EXISTING VALVE TELEPHONE VERIFY; LOCATION ON SITE \ _:.....,...r.......w...,. ,..w... ._.., f • \ 5 18 TO BE RELOCATED T, AND REUSED __\----------, ----- �_� -' .\.\ AS SHOWN. COORD f ., �M j P.O.C. TO EXISTING 1-1/2" .' NEW AND EXISTING' _-_;�__-_-_--_'- _� __�_ - ___m___ \♦\ LATERAL LINE ° --- \ `4\\• \ CONTROL WIRES AS VENT STACK ,' �� k \♦ REQUIRED. r / ill /ii \ \ .... , / j --- 1 1/4 P�.3/4- LATERAL TO EXISfiNG LINE -- r ' ' r /3 2* SLV Al ------------------------------- \ N \ \ P.O.C. TO EXISTING 1 I N'\ LATERAL LINE EXISTING IRRIGATION SYSTEM - TO REMAIN, SAVE, PROTECT, AND REUSE. VERIFY LOCATION -- — — — — —►, ¢'' \��\ \� \ EXISTING 1" LATERAL LINE \\ ` P.O.C. TO EXISTING 1 /2" ' � ..TO REMAIN SAVE, PROTECT \\ � \ LATERAL LINE M \ \ *\ d SAND REUSL VERIFY LOCATION `\ `\ AA. AAiU f ,\ \ \ / ` ' 0 SITE ` \ \ \ \ \ \ EXISTING 1 2 \LATERAL LINE R. r •\r\ �\,\ 'r \'r; `\ REMAIN/SAVE PROTECT SIGN � v � v AND REUS.k. VERIFY LOCATION _` :17� :-� ,�i `r .,. � i \:/ ;.`f,//....�,......y.. z" r FpSp v\ v v v v Sr \ r u vv\O��V0VO\vim'\�''vd'�� ,vVO�O`rOvOr-'���v�Ov�v r P.O.C. TO EXISTING 2" MAINLINE EXISTING IRRIGATION SYSTEM - MODIFY AS LU r - --- - --- 1 VERIFY LOCATION ON SITE REQUIRED FOR NEW WALK 1 I NEW 2" MAINLINE AND CONTROL WIRES IN W ; EXISTING 4" SLEEVE. VERIFY LOCATION ON SITE Qz LZ r rr ,^ V 1 W 3 Ili ii l'<'\. 3 1 Zcp Ld :5) �.------------------------ V---ll / %'i, I/ /, , rr, /: i 7 III ' / % r LLJ II MATCHLINE SEE TO THE RIGHT \ IRRIGATION SCHEDULE SYMBOL DESCRIPTION SPRINKLER HEADS: RAINBIRD 1812 POP—UP FOR SPRAY HEADS; TORO 300-00-02 IN LAWN AND 300-12-02 IN SHRUB BEDS; PLASTIC NOZZLES TYPICAL. PROVIDE PCS (PRES. COMPENSATING SCREENS) FOR SPRAY PATTERN ADJUSTMENT ONLY. NOZZLE PSI GPM PRECIP. RADIUS ® TORO 300-02 SERIES 35 2.88, 2.16, 1.62, 1.44, 1.08, 0.72 0.73 21' D RAINBIRD 15 F, TQ, TT, H. T, Q SERIES 30 3.70, 2.78, 2.48, 1.85, 1.23, 0.92 1.58 15' ❑ RAINBIRD 15 SST, EST SERIES 30 1.21, 0.61 1.9 4'x3O'/4'x15' O RAINBIRD 10 F, H, T, Q SERIES 30 1.58. 0.79, 0.53, 0.39 1.52 10' 0 RAINBIRD 5 F, H, T, Q SERIES 30 0.41, 0.21, 0.13, 0.10 1.58 5' EXISTING WEATHERMATIC 1100—SERIES ELECTRONIC REMOTE CONTROL VALVE (IN MIN. 10" DIA. GRADE LEVEL BOX) TO BE REMOVED AND REUSED AS INDICATED ON DRAWINGS OEXISTING IRRITROL MC-30, 30 STATION CONTROLLER — TO REMAIN, SAVE, PROTECT, AND REUSE. CONTROLLER IS LOCATED ON THE OUTSIDE WALL AT THE SOUTHEAST CORNER OF THE BUILDING EXISTING WILKINS 200 — MANUAL DRAIN ASSEMBLY AS LOW POINTS OF MAINLINE — TO REMAIN, SAVE, PROTECT, AND REUSE P.O.C. EXISTING FEBCO 805Y-2" — DOUBLE CHECK BACKFLOW PREVENTOR — TO REMAIN, SAVE, PROTECT, AND REUSE EXISTING 2" IRRIGAT10N DEDUCT WATER METER — TO REMAIN, SAVE, PROTECT, AND REUSE RAINBIRD 3/4" QUICK COUPLING VALVE AND 33K KEYS (QCV); COMBINE WITH OTHER VALVES IN SQ. BOX OR 10" DIA. BOX o DENOTES POINT OF CONNECTIONS TO EXISTING IRRIGATION SYSTEM AS NOTED ON DRAWING — • — • — • — MAINLINE — SCH 40 PVC (18" COVER); SIZE PER PLAN LATERAL — CLASS 200 PVC (12" COVER); SIZE PER PLAN SLEEVE — CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN - — EXISTING MAINLINE — SCH 40 PVC; 18" COVER EXISTING LATERAL — CLASS 200 PVC; 12" COVER EXISTING SLEEVE — CLASS 200 PVC; 24" MINIMUM COVER 2 VALVE STATION NUMBER i" 22'` VALVE GPM VALVE SIZE LAWN EDGING, SEE LANDSCAPE PLANTING PLAN EXISTING IRRIGATION SYSTEM — TO REMAIN, SAVE, PROTECT, AND RE CONNECT AS NOTED — VERIFY ON SITE EXISTING TREE — TYPICAL NOTES 1. IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. 2. IRRIGATION INFORMATION FROM "AS —BUILT" DRAWINGS BY JEFFREY B. GLANDER, ASLA, DATED 1-30-90. 3. CONTRACTOR TO FIELD VERIFY CONDITION AND COVERAGE OF EXISTING IRRIGATION SYSTEM PRIOR. TO CONSTRUCTION. REMAINING IRRIGATION SYSTEM TO PROVIDE COVERAGE EQUAL TO PRE —CONSTRUCTION CONDITION IN ALL LANDSCAPE AREAS. MATCHLINE SEE TO THE LEFT � I I I it '� \\\ ``r Jar �\ /\ .'�\. f?.\ `\. - \ /f \ J ✓ .\ ✓�,"\\ /''p - l f \ ! i "� I III \\ k \•✓ ,/ � ,< \ !, '•\\ `4..r ,�,. �. f� < \ � I EXISTING CONTROLLER - TO REMAIN, SAVE, PROTECT, AND REUSE. VERIFY LOCATION I ill ON SITE I ii ♦ ---, it it `\ i I II /i r` \ ,� "•' ✓ `.• I \., i ice.=_-- ,�\.. / �.'\ i \/'�. Ill 11 qr 'r. \,�; \.,ri �?. ♦.\; //, /I f. •.i ! �� __-___� '' l c REPAIR ANY _ it DAMAGE TO j% ZONE 8 -- - LATERAL LINE { VERIFY I; LOCATION plal P.O.C. TO EXISTING 1 /2" LATERAL L1N€S \% VERIFY LOCATION ON SITE-------------- w :ter I ------------- ----- , EXiSiM ACCESS DRIYE ' THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED, a (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES STATE 0 FOR; THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET C, NSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER, THEY MUST BE WASHIN EAD TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES REG INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE LAND A HIT T 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 4��ARTHW SEIDEL OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE CERTIFICATE NO. 706 SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE (VALID ONLY WITH SIGNATURE) CONDITIONS AND APPLICABLE CODES. = V) ui C9 U Z j s� � J Z x Q o� Z w w C4 gZ Q O CV 00 c z— m� 000 �z N I LO I LO ww 0 L � Z V') � z cV oowdd J >> 00 J 2 �t = z w \ Q CON �Jv p �00 CNLApf >nr7N� Q °' I u' c.M > '4 mNBM (no0v �pt'ax OD LL PC) CL EL 0 N 4) V)�n � Cj, N 00G) L. jUII�M 0 �oOC>0� DCox TNL r� p a l2 s N O N O N O N N O N Co rj C5 r Co r- co 1.-muuuu !Pffinnum `✓ l z /C V J LLJ � g w ail o w w V) w Of w Of 0 w cn w �' W z o 5 z W W w V 5 W a U Of ~ W ~ Ld �i N S U N 0 Bw O_ W a_ O m TJ_ N M LO Project #:10154 STORE #00019 Designed By: AMS Drawn By: AMS Checked By: HBM Date: Scale: 1 "=20' Disk File: 10154-L3.DWG Model: 801 AUBURN WAY N AUBURN, WA LANDSCAPE IRRIGATION PLAN Drawing No.: L-3 03 0 1734 LANDSCAPE IRRIGATION NOTES AND DETAILS Irrigation Notes 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. (EXISTING) B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). (EXISTING) PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. (EXISTING) C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR TO NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, 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 70 GPM AT 65 PSI. MINIMUM STATIC PRESSURE 65 PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. 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 LIME POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS -BUILT" DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION, INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. ALL SPRINKLERS TO BE FLUSH MOUNTED, POP-UP MODELS ONLY. IRRIGATION HEADS ON RISERS WILL NOT BE ALOUD. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING SHALL 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 SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR APPROVED EQUIVALENT. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE 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 WITH SPARE WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. 14. PROVIDE MANUAL SHUT-OFF VALVE TO LINES ENTERING RIGHT-OF-WAY WHEN ZONED IN COMMON WITH PRIVATE LINES. MINIMUM OF 24 INCHES INSIDE PROPERTY LINE IN 6-INCH DIAMETER VALVE BOX. 15. 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 COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 16. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 17. 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. TURF 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 TURF WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING SHALL BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 18. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 19. ALL ZONES SHALL PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. 27. IRRIGATION IMPROVEMENTS ARE BEING CONNECTED TO EXISTING OPERATING SYSTEM. NO NEW BACKFLOW DEVICE SPECIFIED CONTRACTOR TO INSPECT AND VERIFY EXISTING DEVICES FOR COMPLIANCE WITH CURRENT CODES. PROVIDE OWNER WITH SCOPE AND RELATED COSTS FOR NECESSARY UPGRADES. 12" POP SPRINKLER FLUSH WITH MULCH LINE SPRINKLER - SCH 80 PVC NIPPLE LATERAL 6" CLR. OF OBSTRUCTION MULCH LAYER FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) -MARLEX 90' ELBOW MARLEX 90" ELBOW MANUFACTURER'S LIMITS PREVAIL FOR `--SCH 40 PVC INSTALLATION AND ADJUSTMENTS. TEE SxSxT PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. (SIDE INLET ONLY) 24 FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE FINISH GRADE PLASTIC VALVE BOX (10" DIA.) QUICK COUPLING VALVE 1 C.U. FT. 7/8" GRAVEL SUMP MARLEX ELL (TYP.) SCH 80 P.V.C. NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE NOT TO SCALE TRENCH o Vr1�M TOPSOIL (FINISH o O , o GRADE) -)1 oU r i 00 0 PAVING SECTION PER CIVIL PLANS COMPACTED BACKFILL ° O lc o 0, ' 0 o ° c O AT 90% DENSITY 114 (TOPSOIL BACKFILL) — .- AT 95% DENSITY " O n O U` O O V (STRUCTURAL) 0 ; 0 �*► U 0 0 n PVC LATERAL 6" OFFSET SLEEVE(S) o � � 10 ff c ALT. WIRE SLEEVE o c � c PVC MAINLINE VALVE WIRING - iS �- = PIPE BED MATERIAL 0 TO BE CLEAN & FREE , ` OF ROCK LARGER . THAN 1/2- * SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). * DIMENSIONS ARE MIN. CLEARANCES. * ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE V) O !-j) Ld z Q zW w N gz Q O cV 00 00 z — Z 00 m CND 0000 Z ^rC� I I ww LO Z z 5z Z LO LO _j> z N Div � I T z w v= � cod i 6 V) Z _© V) LLJ 8 0 moo ra CN'npf mN`0 W O L M �coo 0-Ifox �00oty rnaaLL_ 0 N N V� N e (O V � j — .4- L U-,001 �or)r9 m m� L. jUMM lie Or evil) CV cocox rnra).o re) 0(1 N CSI r� lmumu"*uu Iffinummi ry 0 WIRE WITH WATERPROOF WIRE o w W a x FINISH — CONNECTOR p. w GRADE —- PLASTIC CONTROL VALVEi °� SCH 80 SCH III BOXY WITH COVER o a- o NIPPLE 11 (10 DIA.x12 MIN.) ''� o u SCH 80 SXT 90' ELBOW — — PVC LATERAL Z w w N b TO SPRINKLERS a x F_ w z 0 6 0 80 SCHo NIPPLE w w W Ln 21 o 0 0 00 0 00 0 00 0 00 0 O PVC SCH 80 NIPPLE o Of w m OO OOOOOOO AND FEMALE ADAPTOR ci 10 0000 000 000 0000 00C REMOTE CONTROL VALVE; r- N r7 � uO BODY CLEAR OF SUMP N 0 PVC MAINLINE 1 C.F. 7/8" GRAVEL SUMP CD Project #:10154 STORE #00019 n Designed By: AMS `71 MAIN LINE FITTING 00 o NOTES: SCH 40 SLIP TEE Drawn By: AMS -PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX E Checked By: HBM -TAPE WIRE TOGETHER EVERY 20 FT. � Date: -MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE o Scale: 1 "-2V -COMPACT SOIL AROUND VALVE BOX C� -USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER Disk File: 1Q1'�4--L4.1 MANUFACTURES SPECS. s REMOTE CONTROL VALVE a •r Model: v NOT TO SCALE o Address: 801 AUBURN WAY N. -� AUBURN, WA ' LANDSCAPE 1'�GIV NOTES AND MTAILS STA OF WASHJVGT RE LANDS CT Drawing No.: Al E11136- f1CA__NS0 ®4 CE. 706 (VALID ONLY WITH SIGNATURE) L // & 11 F P 0 55 03 0 1.7 3 y