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HomeMy WebLinkAbout03D1715 NW 1 4 SEC. 18, TWP. 21N., RGE. 5E., W.M. TRACT 10 - a l �I II _ -� 4 t GENERAL NOTES Q�-b MSS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF \ % 1 AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 01, 2. ALL WORK SHALL CONFORM TO THEE DRAWINGS AND THE R � F S RULES AND U - --- -- --- -I -- ---I - - \� i I REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF o 001 paD i TRANSPORTATION WSDOT STANDARD SPECIFICATIONS FOR ROAD, �O a \\ \ \ SCALE: 1"=60' ( ) � Jill, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF05, IpQAUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT �dSPECIFICATIONS. PARCEL A SITE3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD:. i vi CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS s, s a ! �`-`-\. \, +t AVAILABLE AT THE JOB SITE ALONG MATH A COPY OF THE APPROVED sr � � c uaw sr l o�dOJ o e TRACT 13 m O +t �\ DEVELOPMENT PLANS. zNo sr �Ob'N500 - -- -o - - --- --- $ T Q 4. APRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON- wcwwer:e " 3 SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. i;O --� TRACT 14 g < 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 4 > V IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR U vmns UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE Z a$�° GO PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON \/ /� ^� 8 Q (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL V C N I TY MAP t" 15, �I PARCEL B r 3 ! ® CALL ONE-CALL(1-800-424 5555)FOR UTILITY LOCATIONS (WATER, (n W 1O pj^� ✓i qF. w yy a -. YID _ SANITARY EWER, STORM SEWER, GAS, POWER, TELEPHONE AND SCALE:1"=2560' ioom 8 vi S BLOCK 4 r TELEVISION). Z Of vWN� 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE = 0 f a< N lQh - ABRAM'S�PARK i I NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR (� Rs PAaz E <� _ I - 3 TV b q q DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD Z l _Q 16 BLOCK 1 .{ ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES Q w 1 Alma - DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. = J q ' +fir - OWNER DEVELOPER: seen',. = _ 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE Jd co -- ....m..,.'- ST TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT O CONTRACTORSUSE BE ANDANDECT TTHERESUREROVAL SHALLL BEELIAITY BLE FORIINJURIES AND SAF Y STORES, INCORPORATED � Z w� DAMAGES TO PERSONS AND PROPERTY BECAUSE OF CONTRACTORS 1121E- 124THRAVENUE NE R ° ' �-- e.' OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. BELLEVUE, WASHINGTON 98015 Z Q= 'j 2ND STREET S.E. PHONE: (425) 637 2213 o 0 I I FASCIMILE: (425) 455 6530 CONSTRUCTION SEQUENCE m: j-1 �3� �w CONTACT: HONDA CHERNG f/1 U � PARCEL No.: 733140-0237 1. CONTACT THE CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS AND oe 1 o. .8 SCHEDULE A PRECONSTRUCTION MEETING. O m o1rn NEW LEGAL DESCRIPTION: ZONING & UTILITIES: 2. INSTALL FILTER FABRIC FENCE, CB PROTECTION, INTERCEPTOR SWALES, ARCHITECT. SEDIMENT TRAPS AND OTHER ESC MEASURES AS INDICATED ON THE EROSION C-2 (CENTRAL BUSINESS DISTRICT) CONTROL PLAN. REMOVE ANY SEDIMENT FROM CB'S PRIOR TO CB PROTECTION. THOSE PORTIONS OF TRACTS 8 AND O THROUGH 17,INCLUSIVE, ZONING AGENCY:RECR RECORDED ADDITION TO AUBURN,ACCORDING TO THE PLAT THEREOF 3. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE CORNERSTONE ARCHITECTURAL GROUP RECORDED IN VOLUME 9 OF PLATS,PAGE 90, J KING COUNTY, CITY OF AUBURN MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED 411 FRONT AVENUE ® m WASHINGTON,THE BED OF THE WHITE RIVER ADJgNING,AND LOTS 1 PLANNING DEPARTMENT PERFORMANCE. THESE MEASURES SHALL BE REPAIRED TO THEIR ORIGINAL THROUGH 8,INCLUSIVE,BLOCK 4,AND LOTS 1 THROUGH 3,INCLUSIVE, 25 WEST MAIN STREET DESIGN CONDITION. COEUR D'ALENE, IDAHO 83814 BLOCK 2,ABRAHAM'S PARK,ACCORDING TO THE PLAT THEREOF RECORDED AUBURN, WA 98001-4998 IN VOLUME 27 OF PLATS,PAGE 26,IN KING COUNTY,WASHINGTON; (253)931-3091 4. STRIP THE SITE IN THE PRESENCE OF THE ON-SITE GEOTECHNICAL PHONE: (208) 667 7027 TOGETHER WITH THE VACATED ALLEYS,PER AUBURN CITY ORDINANCE NO. SETBACKS: ENGINEER SO THAT PROPER EVALUATION OF THE SUBGRADE CAN BE MADE. FASCIMILE: (208) 664 4358 -- 3189 IN SAID BLOCK 4,AND THAT VACATED PORTION,PER SAID CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. THIS MAY INCLUDE PROOFROLLING WITH RUBBER TIRED EQUIPMENT OR OTHER CONTACT: SCOTT CRANSTON °o ORDINANCE NO.3189 OF"B"STREET SOUTHEAST LYING WITHIN SAID CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING MEANS TO DETECT SOFT AREAS WHICH NEED TO BE REPLACED PRIOR TO FILL O n RIVERVIEW ADDITION,ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS: PLACEMENT. DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENTS. COMMENCING AT THE SOUTHEAST CORNER OF LOT 6,BLOCK 4,SAID FLOOD ZONE: 5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE(S). SHEET INDEX THE SOUTH PARK,THENCE SOUTH 8NORT5"WEST 1OF FEET ALONG THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP,DATED MAY THE SOUTH LINE THEREOF AND THE NORTH MARGIN OF SECOND STREET SOUTHEAST TO THE MOST WESTERLY CORNER OF PARCEL DESCRIBED IN 16, 1995,COMMUNITY PANEL NO.53033C1261F,AND IS SITUATED IN 6. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE COVER SHEET Cl DEED R THE Cltt OF AUBURN RECORDED UNDER KING COUNTY RECORDING ZONE"X",AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEERING REPORT. z~ NUMBER THE CITY AND THE TRUE POINT N BEGINNING; THENCE CONTINUING SOUTH 88'22'35"WEST 336.81 FEET ALONG SAID UTILITY PROVIDERS: NORTH MARGIN TO THE SOUTHWEST CORNER OF LOT 1,SAID BLOCK 4; 7. TIME FOR CONSTRUCTION IN PUBLIC RIGHT-OF-WAYS SHALL BE LIMITED TO EROSION CONTROL PLAN C2 o THENCE NORTH 00'21'20"EAST 131.45 FEET ALONG THE EAST MARGIN SANITARY SEWER NATURAL GAS A MAXIMUM OF 15 DAYS OR AT THE DISCRETION OF THE CITY OF AUBURN. OF SAID"B"STREET SOUTHEAST TO THE SOUTH LINE OF TRACT 14, CITY OF AUBURN PUBLIC WORKS DEPARTMENT PUGET SOUND ENERGY SAID RIVERVIEW ADDITION; 1305 C STREET 22828 68TH AVENUE SOUTH .e THENCE SOUTH 88'06'19"WEST 50.04 FEET ALONG SAID SOUTH LINE TO AUBURN,WA 98001-5910 KENT,WA 8. FILL SITE AS REQUIRED TO ACHIEVE GRADES SHOWN WITH MAXIMUM SITE DEMOLITION PLAN C3 THE WEST MARGIN OF"B"STREET SOUTHEAST; (253)931-3D65 1-800-321-4123 8-INCH LIFTS AND ALLOW FOR EXPECTED SETTLEMENTS AS RECOMMENDED BY THENCE SOUTH 00'2GIN WEST SECOND FEET ALONG SAID WEST MARGIN THE SOILS REPORT. FILL MATERIAL SHALL MEET THE CHARACTERISTICS OF w w TO SAID NORTH MARGIN OF SECOND STREET SOUTHEAST; STORM DRAINAGE TELEPHONE "COMMON BORROW' PER SECTION 9.03.14(3)OF THE 1996 WSDOT/APWA GRADING PLAN C4 s"s THENCE SOUTH 86'22'35"WEST 209.16 FEET ALONG SAID NORTH CITY OF AUBURN PUBLIC WORKS DEPARTMENT U.S. WEST LOA GROUP STANDARD SPECIFICATIONS OR "GRAVEL BACKFILL FOR WALLS" PER SECTION MARGIN 70 THE MOST EASTERLY CORNER OF PARCEL DESCRIBED IN DEED 1305 C STREET P.O.BOX 625001 9.03-12(2) AS PER THE ON-SITE SOILS ENGINEER'S RECOMMENDATIONS AND TO THE CITY OF AUBURN RECORDED UNDER KING CURVE C RECORDING AUBURN,WA 98001-5910 NUMBER NORTHEASTERLY HAVING AND THE BEGINNING OF A CURVE CONCAVE LITTLETON, CO 80162 CONDITIONS OF THE SITE DURING CONSTRUCTION. NATIVE MATERIAL MAY BE STORM DRAINAGE PLAN C5 THENCE HAVING A RADIUS OF 20.00 FEET; (253)931-3065 a 1-800-528-3557 ACCEPTABLE NTH THE APPROVAL OF THE SITE SOILS ENGINEER. >g� THENCE WESTERLY,NORTHWESTERLY AND NORTHERLY 32.11 FEET ALONG Quo SAID CURVE AND THE SOUTHWESTERLY LINE A SAID PARCEL DESCRIBED ,�T-O0 ` POWER 9. INSTALL NEW UTILITIES AND STORM DRAINAGE STRUCTURES AS REQUIRED. UTILITIES PLAN C6 IN DEED TO THE CITY OF AUBURN THROUGH A CENTRAL ANGLE OF WATER -- PUGET SOUND ENERGY 91'58'45"TO THE EAST MARGIN OF"A"STREET SOUTHEAST; CITY OF AUBURN PUBLIC WORKS DEPARTMENT 22828 68TH AVENUE SOUTH INSTALL BLOCK AND GRAVEL FILTER INLET PROTECTION ON NEW STORM THENCE NORTH 00'21'20 EAST 109.42 FEET ALONG SAID EAST MARGIN 1305 C STREET KENT, WA DRAINAGE STRUCTURES. NO MORE THAN 500 FEET OF TRENCH SHALL BE o8B TO THE SOUTH LINE OF SAID TRACT 14; AUBURN, WA 98001-5910 1-800-321-4123 LEFT EXPOSED AT ANY TIME. IF DEWATERING DEVICES ARE REQUIRED FOR z T„ THENCE NORTH 88'O6'19"EAST 114.95 FEET ALONG SAID SOUTH LINE (253) 931-3065 CONSTRUCTION, WATER SHALL BE ROUTED TO THE DETENTION VAULT WHICH DETAILS C7 _ N jgPm TO THE WEST LINE OF THE EAST HALF OF THAT PORTION OF SAID TRACT IS TO BE USED AS A SEDIMENT TRAP DURING ONSTRUCTION. 14 LYING WEST OF SAID"e"STREET SOUTHEAST; QLEGEND. Ll7 3 THENCE NORTH LINE 20'EAST 60.05 FEET ALONG SAID WEST LINE NA CAVING RI TRENCH WALLS SHOULD BE EXPECTED IF CONSTRUCTED IN NOTES C8 V-j TO THE SOUTH LINE OF TRACT 131 SAID ALONG ADDITION; NATIVE MATERIALS. THE GEOTECHNICAL ENGINEERING REPORT SHALL BE THENCE NORTH 98roHE EAST 5.0.0 FEET ALONG SAID SOUTH LINE TO A/C ASPHALTIC CONCRETE PAVEMENT USED AS A REFERENCE IN DETERMINING EXPECTED SUBSURFACE CONDITIONS. EXISTING CONDITIONS R1 Ld w Q THE EAST LINE OF THE NEST 120.00 FEET OF SAID TRACT 13; PL PLANTINGScf)C.0 CONCRETE CURB THENCE NORTH 0021'20"EAST 60.05 FEET ALONG SAID EAST LINE TO P.S. PARKING SPACE THE SOUTH UN OF TRACT 12.SAID RIVERVIEW ADDITION; CB CATCH BASIN P &TV POWER AND TELEVISION WIRES 10, CONSTRUCT NEW BUILDING EXTENSION. DURING THE CONSTRUCTION � LLJ J THENCE NORTH 88'O6'12"EAST 120.1 FEET ALONG SAID SOUTH LINE; C.D. CONCRETE DRIVE P.V.C. POLYVINYL CHLORIDE PIPE PERIOD, ANY AND ALL POLLUTANTS OTHER THAN SEDIMENT WHICH ARE USED LANDSCAPE PLAN L1 THENCE NORTH oIVER E EAST 120.t0 FEET TO THE SOUTH LINE OF C.O. CONCRETT SO STORM DRAIN PIPE ON-SITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER WHICH DOES LLJ O z TRACT iQ SAID 8*06'0IEW ADDITION; C.G. CONCRETE GUTTER SDMH STORM DRAIN MANHOLE NOT CAUSE CONTAMINATION OF STORMWATER. IL THENCE NORTH 00*21*0" EAST 405.30 FEET ALONG SAID SOUTH LINE; C.R.W. CONCRETE RETAINING WALL SS SANITARY SEWER PIPE LANDSCAPE DETAILS L2 THENCE NORTH 00FEET"EAST PARALLEL TO THE WEST UNE 6.SAID C.W. CONCRETE WALL 11. FINAL GRADE AND PAVE SITE. TRACT 1Q ACT FEET T I THE SOUTH LINE OF THE NORTH E SO SSCO SANITARY SEWER CLEANOUT z W m FEET OF TRACT 8,SAID DEEDED TO THE ADDITION,BEING ALSO THE SOUTH D.I.P. DUCTILE IRON PIPE SSMH SANITARY SEWER MANHOLE 12. LANDSCAPE OR HYDROSEED ALL EXPOSED AREAS. IRRIGATION PLAN ``' 0 LINE OF AN ALLEY,DEEDED TO THE CITY OF AUBURN BY A DEED EC ELECTRICAL CONDUIT TE TOP ELEVATION RECORDED JANUARY 103 1918,RECORDS OF KING COUNTY,UNDER E.C.C. EXTRUDED CONCRETE CURB TSP TRAFFIC SIGNAL POLE L3 0- 0 Q RECORDING NUMBER to39138; EHH ELECTRICAL HANDHOLE 13. REMOVE CATCH BASIN GRATE PROTECTION AND CLEAN STORM DRAINAGE THENCE NORTH 86'49'55"EAST 84.57 FEET ALONG SAID SOUTH LINE TO F.F. FINISH FLOOR TV TELEPHONE VAULT 0 THE WEST MARGIN OF AUBURN WAY SOUTH; UP UTILITY POLE SYSTEM (DO NOT FLUSH) AFTER VEGETATION HAS BEEN ESTABLISHED. IRRIGATION DETAILS THENCE SOUTH 00'39'45"EAST 464.73 FEET ALONG SAID WEST MARGIN GM GAS METER W WATER MAIN L4 > LL_I O TO THE MOST NORTHERLY CORNER OF SAID PARCEL DESCRIBED IN DEED GV GAS VALVE WM WATER METER 14. REMOVE ALL EROSION CONTROL MEASURES WHEN ENTIRE SITE IS f n TO THE CITY OF AUBURN RECORDED UNDER RECORDING NUMBER IE INVERT ELEVATION STABILIZED. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE Q D 7804180031 AND THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY IP IRON PIPE WV WATER VALVE REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THEY ARE NO 0 5 HAVING A RADIUS OF 20.00 FEET; ' - TRAFFIC FLOW F <THENCE SOUTHERLY,SOUTHWESTERLY AND WESTERLY 31.08 FEET ALONG JB JUNCTION BOX LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED o SAID CURVE AND THE NORTHWESTERLY LINE OF SAID PARCEL DESCRIBED O/H OVERHEAD WIRES "�--- - STD. STANDARD DETAIL ON-SITE. DISTURBED AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE I" IN DEED TO CITY OF AUBURN RECORDED UNDER RECORDING NUMBER C.O.A. CITY OF AUBURN PERMANENTLY STABILIZED. V) mm 4=N 7804180031 THROUGH A CENTRAL ANGLE OF 89'02'20"TO THE TRUE 3 POINT OF BEGINNING. 15. CONTACT PUBLIC WORKS DEPARTMENT FOR FINAL c°ne INSPECTION. Rw« Draeaay CxtlRaatlm PROJECT RV;FAC/OD-0034,ADD 00-D061 MA 00-0022 Q SURVEYDATUM: These Mawlege co o m Na cwtmct°r'. tm tlw rawrd.. Thee.Plnne °pp,,wd far...f-.a.with the Gty o a N THE PARCEL DESCRIBED ABOVE CONTAINS 207,280 SQUARE FEET(4.76 are Aabam`e E,gin...l,g DIA,iw requirement.. drawn by beaked by 00 pj ACRES),MORE OR LESS. BEARINGS: _ Br �1a,_ glLe/ol GP 0� SITUATE IN THE CITY OF AUBURN,KING COUNTY,WASHINGTON. BASED ON CITY OF AUBURN DATUM �� GMI c TAP N o MONUMENTED CENTERLINE SECOND STREET S.E.BEARS SOUTH ne./P°.mlan: nFPr°.aa 9K AJai>tirlr�.Sn .le-60' da8/29/O n o NEST \ VERTICAL DATUM: .. �ry .'�:rv:(.:•.. v y y ""'ar.4: z lob b'68325-06 CITY OF AUBURN DATUM D°ta_ b CITY BENCHMARK NUMBER 12-A iq' caaRrm.d b cm Date w w MONUMENT AT THE CENTERLINE OF SECOND STREET S.E. AND S01 dDIVISION STREET. ELEVATION=83.40 .heat Cl a 8 U:\98325-06\xdet.dwg QSo9 03D1715 NW 1 4 SEC. 18, TWP. 21N., RGE. 5E., W.M. A 1\ CB(SOLID LID)�- TE 81 I \ I IE ]8 6 PV-IV) I• P 5LD ELF TPIi_ TE 00 ELE TRIC IE FM C E IE 80.106 PVC N) SER CE I IE/9 C P) W) - (�li IE]95(12"PVC E W) __ - I );M`\ _ - _ _ _ .: /C _ -W__ _ J ,uv IE]°lre'a tz)�) I49'55"E ` �� I E I,: lEFr1 h GV %l2 M's Gv 84 53' (D) \ J 6 w 84.57' (MEAS.) >6 re r yy 2,1 L LID T T E 7 ^rl^l 9E&W)r ce�- ,L of. I �Ol v TE ap 53\ _ L IE 1].Lle�'PVG N) TE TV` \ IE]8.)(6"PVC Ni +b TV IE(8'IIpp Vc IE 7. - - L._ ...) ." —I SDMH y\e CGS• C, I I i, vqh t" _ S,B 1�89 8"PVC NI TE 81.50 t Z\ E _. R7... TE a3.50 f�-/ TELEi 3 ^, / IE]8.2(8'f NWI, / / / / / / / :'1 •\ E e15(5"PVG ) J J / -6 / / qs' Ie / �P `� m -- IF e,s(e'1P s IE("P c v r) -,}ly--//- / x b1 o(12"Pv N 6R / � TE a3.p2 / / / .'c _a - TE817(8 ° / / / / / / I/ / ^� / tEl _ / I / / / - 1E EI 7[8'IP NE) IF Ie PVC VER'f.) �_ / CB / / / t / � / / -' J I (( Oy'HS(10 TE,$1.92' / AI / / /IE 7 54/ / E,8O 218^wIJ \lac S. I_^' GRAPHIC SCALE IE 801(8"E) , 1 T •:- IN FEET) Z N aoMo aonc? ...............................- I�ncn= ao rt. p 1�r?z .• '.�i NM[V2 dd - (EA N > M�A 405.30' (MEAS.) ,. (, No o0 I I I mairrm Z z _ \ C -N- In �. J w �\ Z I `7 Ede e ` z wo \ Ld I - "SAFEWA� STOR t I—STOR'i CONI BUILGIICRETE L CK q:� XR — �3� \ - \ \ \ - - wI = S iron I BLDG. EA 45,]30 50. T. \ \ \ \ \ J- �18mFnv15H FLOOR ELE4.� 1. CONTRACTOR SHALL PROVIDE APPROPRIATE TRAFFIC DETOUR MEASURES TO ENSURE lj .00' � 1 1 'i THAT ALL CONSTRUCTION TRAFFIC UTILIZES THE CONSTRUCTION ENTRANCE ONLY. N o CONSTRUCT SECTION OF NEW IIh • CONSTRUCTION TRAFFIC WILL NOT BE PERMITTED TO USE ANY OTHER LOCATION m STORM DRAIN SYSTEM J FOR ENTERING/EXITING THE SITE UNLESS OTHERWISE PERMITTED BY THE CITY. olo SEE SHT. C5 /rI� I z 'STORM DRAINAGE PLAN" rI I 2. ALL STORM DRAIN PIPE SHALL BE PVC(SDR 21) UNLESS OTHERWISE SHOWN .`•. •( lr I OR SPECIFIED. CONTINUE EXIST. ROOF DRAIN DUCTILE IRON PIPE SHALL BE CLASS 50 OR 52. I , `N88-21-207E I 5.14' 1 bIo e , oIo 159LF�8"SD(D.I. PIPE) ®1.09. m e e LEGEND r--- a Ig N 80 ........ a INSTALL T EMPORARY s o a IWYE S88_ i ....................... TEMPORARY CAP i TURE CONNECTION I 1 --- 619 -,e l 50.0 ' T. C5 I PROPOSED EXISTING 114.95' ......._.- . ._ w w ® a a TYPE1� 1 � FILTER FABRIC CB PROTECTION3 wl .703: Ne1 I FILTER FABRIC FENCEONST UCT SECTION F NEW ( 6 ) CONSTRUCTION ENTRANCE _0 ' STORM DRAIN SYSTEM C 1 TO CB2o0 INSTALL FILTER FABRIC iSEE SHT. C5Z CB PROTECTION, TYP. - "STORM DRAINAGE PLAN"SEE C.O.A.S DEV-8 O^•12"SD®0.77 CONTOUR 0o z =78.60INSTALL FILTER FABRIC FENCE TYPE1 I PROPERTY LINE (n o SEE C.O.A. STD. DEV-6 TE=81.60 Z g , CONSTRUCTION ROCK ENTRANCE IE=78.60 - LIMITS OF CONSTRUCTION I- Q � V) Q SEE C.O.A. STD. DEV-5 W J °o°o8gog8oegoD 8^808� V) d .. ag80000ge°`°oBaBoSo°° e =° R=20.00' w S88'22'35"W � LLJ � O I J 1'6.8 . . 33 Z Cn v ` Z O :D _ W � R=20.00 INSTALL TEMPORARY PLUG/CAP '- -_ wo .— -«:.-- __ _-------- --- � 11-9158'45' ON OUTLET FROM STORMCEPTOR MH "° .___-- - - -- O Q ' L=32.11' - ------_------ _- _ --_ --s---'--am.. - _ — y 'a� - - -- -- �- 2ND STREET S.E. F v> z ,zo ` _ C0 1 m /0 Q O 3 R-1 Dr.wlny CwtH tlw PROJECT REF:FAG OD-0031 ADD 00-ODe1.DRA W-00]] OIwi N Thew tr..InW..n(wm tc Na Cm4.ct.r•e c.neWclbn racwBs. Throe plme we.pprowJ fro c.nf...Ntn the Gly.l tlr.+n.y nscFeE.y w la/1 O mo A.Wm i Engb-9 DIA..rep.tement.. GMI TAP w By. D.t.- 41zo/0l eP 0B e N\ n rnM O ADPf.Mtl BY ALP-r�-�- �,E� w 1�°. 30' °8/29/0 � nue/P.em.n: w o C.nmm.a By CK, A'('' '"� D.1. 3 D.te APp— 23A,76 98325-06 C2 ° 8 U:\98325-06\xgrd.dwg 3 01'7 NW 1 4 SEC. 18, TWP. 21 N., RGE. 5E., W.M. O GENERAL DEMOLITION NOTES Rp I TE 83.16IE/80.2(8"W)' - - C [I IE 81.48'C NE I IE 80.1(e"E) (a"C W,S.&12"C E) a.6(8'IC W) (I m -_ _ - ( - I `RELOCATE TRASH COMPACTOR \ \ \ \ \ \ \ \ 1. REMOVE EXISTING OVERHEAD POWER/TV SERVICES TO EXISTING ': 8 f REFER TO ARCHITFCV' DReWIN�S \ ` \ \ \ \ YYY/� \\ \ \ \ \ \ \ \\ \\ BUILDINGS TO BE REMOVED. ' \\ \ \ \ \\ \ \ \ \ REMOVE LIGHT POLE AND UNDERGROUND POWER SERVICE TO J t ' �uC'mle�n,uj MBID, AND D \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ EXISTING BUILDINGS TO BE REMOVED. �b<<s �yy t � , ] o o I WE o�] �as Ado]9Di�6m39 REFER ELECTRICAL DRAWINGS FOR ALL WORK ASSOCIATED WITH 00 4� sA ! I I I I E 2..(6 e4 �a •s>�Izo� NEW AND EXISTING ELECTRICAL SERVICES TO THE SAEWAY STORE. Ol ' ie_ o sas � _-�--- �`-�-- A/c PAvouwi COORDINATE ALL WORK WITH SAFEWAY AND UTILITY PROVIDER. G.C. A. ,E'sI 001""0T0R coxc.xne 2. REMOVE 2 STORY WOOD FRAME BUILDING STRUCTURE IN ITS ' rE.0. EEGs. 120 o R°Ps'.i" 1 =•. \ \ \ \ \ s \ \ \ ENTIRETY. REMOVE REINFORCED CONCRETE FOUNDATION AND 4 4 m NsoRMm E m a�i wj c 6 - FOOTINGS. REMOVE UTILITY SERVICES BACK TO POINT OF _-. - c.w. i/i \ \ \ \ ': D" \ \ \ \ CONNECTION. _ m'Ecc c°" R"'v aaD • II':'a�/i/ia \ _\ \ \ ,� _\ \_ __ LEAD/ASBESTOS REMOVAL IS REQUIRED FOR BOTH HOUSE x o �, _ _ u -- - coxc.STEPS 1(1 \� `\ \ A+ \ \ \ STRUCTURES INDICATED TO BE REMOVED. REFER TO 96�(y Apr NE „ \ \ \ \ \ \ \ 0 \ \ GRAPHIC E SPECIFICATIONS FOR LEAD/ASBESTOS SURVEY INFORMATION. Ow,00 I GRIP SCALE 12"COLUMN it �P Dawn T.6 LIFERS 6 (LpP)'.■ \ \ \ \ \ \ \ \`� \ \ d�19Ae .r IP AT n.o - 1x 3. REMOVE WOOD FRAME GARAGE IN ITS ENTIRETY. REMOVE DR1uE-u 3a REINFORCED CONCRETE FOUNDATION AND FOOTINGS. -- i III Ow _J - I- 3.6• I : A/C PM4IJ T ONE STORY WOOD \ 4. REMOVE AND GRUB TREE f E FRAME BUILDINGi „ u \ \ \ \ \ �' \ Q \ \ 11n IN FE 3o)R REMOVE AND GRUB TREE STUMP (3-1/2' CALIPER). " u ]]SAFEWAY STOR NO.531 !I a �\ \, M]9s6 \ Z 40"- t1�Im - raw \ \ \ \ \ \I \ EECiY'e((1 s"jy 5. REMOVE CONCRETE SIDEWALK. Z N ao�� _ M 1-STORY CONCRETE LOCK BUILDING y'1 3/ow .: .�-\ \ \ \ \ \ wo\ \�'< \ 6. REMOVE REINFORCED CONCRETE DRIVEWAY APPROACH. REPLACE O NM�Ni WITH SIDEWALK WITHIN R.O.W. PER CITY STANDARD STSW-2. SEE (n } nrnnrc BLDG.AREA 45.730 SQ. T. \I'.•• ` \ \ \ \ \ \ \ ALSO NOTE 11. gip^ \ SqE A;CH)TEC\NRAI\PH*SING \ \ \ \ 0 000�O ', INLET` w•c.".. _ -1 \ PNN OR TORE ACCESS 7. REMOVE REINFORCED CONCRETE RETAINING WALL AND FOOTING. Z z b I E 83.TE 9(6"C N) �u N x T DURING CONSTRUCTION A/c PA u6xi LEGEND S V) r 8. REMOVE 6' HIGH CHAIN LINK FENCE, POSTS, AND FOOTINGS. / ROV U P DE TEA��PORpRY STOKBE N LIG TIN "g \ \SEE\ELE(STR10eL\\ \ ra\ �\ �\ �\ 9. REMOVE UNDERGROUND FUEL TANK ALONG WITH REINFORCED ~ Q to FINISH FLOOR ELEV.=82.12 CONCRETE PAD FOUNDATION. REFER TO SPECIFICATIONS AND S REPORT STUDY FOR FURTHER INFORMATION AND REQUIREMENTS -d 71 R 3 \\ \\ \\ \\ \\ g \ \ \ REGARDING UNDERGROUND STORAGE TANK REMOVAL. Old V) i I IE 825(8"IP w) ` I• �' \ \ \ \ \ \ \ \ \ \, EXISTING ASPHALT CONCRETE CB / � nl� ■ `0'C TO BE REMOVED TE a 23 I F---- _T ■ \ \ \ \ \ \ ( cAL \ \ 10. REMOVE 6"REINFORCED CONCRETE CURB. CURB ALONG WEST �- IE aaa000 6((8'C x� -----------� wo0D , e , ,�, \ \ \ \ \ \ \ \ \ \ \ GUTTER LINE OF"B"STREET S 6"WIDE. ALL OTHER CURB W r IE (8'IP e) cnDACE SCHEDULED TO BE REMOVED IS B"WIDE. W Z w c L_F=86.n4 SEE ARCHITECTURAIA/c PA..- EXISTING PCC PAVEMENT O Iv t�' II ■ DEMOLITION PLAN TO BE REMOVED 11. REMOVE SECTION OF CONCRETE CURB AND GUTTER. SEE CITY Z <t W STANDARD PLANS FOR TYPICAL CURB AND GUTTER DETAIL. W o o2 v \ \ \ \ \ \ \ 3/4" EXISITNG UTILITY SERVICE 12. REMOVE ASPHALT CONCRETE PAVEMENT. REFER TO Z j3n Fix Y '� L�, GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES, INC., m "Rsus. TO BE REMOVED DATED JUNE 12, 2000. FOR EXISTING PAVEMENT THICKNESS. N U oaf s n ■ __ ___ . w -nI -- a -REMOVE BOTH ASPHALT CONCRETE PAVEMENT AND UNDERLYING L--------ul 6 \ \ \ \ 1 \ \ \ SECTION OF REINFORCED CONCRETE PAVEMENT WITHIN "B" STREET m e u �i usYA3MENi raa Dumxc Poonxcs `It !.,.i \ \ \ \ \ \ \ \ \IE>Qsa1z• SCHEDULED TO BE REMOVED. REFER TO CITY STANDARDS FOR ZuZ i I U 1-STORY PEP PEG NO]8iC03099] 6 e ss e u - E Tl.e(° s CAL CONC.BLOCK PAVEM NTCREMO ROAD VALSECTIONS.RESTORATION WITHIN 2ND ST. SE & y .........:FOg A .......s. .. .M, A/c PAVEMENT - - _ x z)EM NousE . PLAxNNc __ ___ - "A"ST. SE SHALL CONFORM TO CITY STANDARD PLANS AND 8° 8 3..A - - 0 - SPECIFICATIONS. ... m_rexcE - f 7 '( = c _ 1 Ass ceAss i.raR.. 1 6 /(2 P.e �� P ■ \ \ \\ �� \ e 13. -REMOVE 1"WATER SERVICE BACK TO EXISTING IRRIG. BRANCH. "I I caAss - � V A A A ay.� rsal �u11 ! cM L.- \ IRRIGATION SERVICE AND METER TO REMAIN. SEE LANDSCAPE PowW Morn \ I I as.xa Pt 4 e 8 `0 4 + ce u was - \ \ \\ -\ \- \- 4 -\ \ PLANS FOR CONTINUATION. RR cAROPr o`"N0n s " to' z+6 /c "vEueNi ) -� \ \ \ \ \ \ " - REMOVE 1-1 2",4", &8-(FIRE SERVICE) AND DETECTOR CHECK 5 IE n.x �.. (e'wl E]ea f�C•w \+,"- $ `J. \ _ E]9z(9-sE) d:]8.5 a• ) / \\ \ `\ \\ \\ \\ \\ \ \ - VALVE ASSEMBLY WITH VAULT. REMOVE SERVICE LINES BACK TO i FUEL IL 1 \ \ \ \ '. POINT OF CONNECTION TO MAIN. CAP PER CITY REQUIREMENTS. Tu+ nLL 8 1 a= LJ_I 6 �►4 A�Sc,�� A SEE SHEET C4 1 O.1'W.OF PL „ /plp, / (n \ " a THE BUILDING FIRE SERVICE SHALL REMAIN FULLY OPERATING AT E 6 GRASS -I _.., Ps.Q 6 A/C PAWMENT ALL TIMES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL o.1'CLR. I ,� BE RESPONSIBLE FOR COORDINATION BETWEEN NEW AND EXISTING caAsO. ry,LT+ , -- J° •NP Paamg Ass 8 0 vPs \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ BE COORDINATED FIREWORK INVOLVING SERVICES. SA EWAY AND FIREOM RSHAL. SHALL m ss _\ \_\__\_ 14, RELOCATE FIRE HYDRANT ASSEMBLY 3' OFF BACK SIDE OF NEW i 2- 1A1�" 1 a .e'aR. iLa" \ \ \ \ \ \ \ \ \ \\ CURB LINE AND WITHIN LANDSCAPE. w SSA, Q• TKAVFIC L09TF-DA Q I _ 6 6 4 15. REMOVE SECTION OF B"SANITARY SEWER SERVICE LINE AND $ alu eb.x9 pAe1NEr EASEUENr 5 m ",u,av :°Lr �e•Ecc\ \ \ \ \ \ \ \ \ \ MANHOLE. SEE SHEET C6, "UTILITIES PLAN" FOR POINT OF NEW Z 2 M.aB Fc.No.nOlx]06]8 7' R. A/C PAVEMENT AN6cL xo naW°9 N it 1 R�PIA OREL.NO fre xif[ CONNECTION. N I Rcc Hoe EAAMENT 5 w DEAD .rL s u RM eiae I Op GRASS soxwD6se© RASs cARBEN.GRASS ss4oP 16. REMOVE SECTION OF STORM DRAIN SYSTEM. SEE SHEET C5, a 4 rc I "STORM DRAINAGE PLAN"FOR POINT OF NEW CONNECTION. w -c Prs (rorovc " a cross ALR `\A \��rse Abara crP,Pd 6 LIN �" _ 5 - - -----SB'L------ "- ------- -e•cc w% ^'REMOVE 1" GAS SERVICE BACK TO POINT OF CONNECTION TO /"'•.s rse - cw. ___ " ® PARKING 11 ° MAIN. CAP PER CITY REQUIREMENTS. PRIOR TO REMOVAL, Trt -'v n-ce----•^^•••� �'_--- 11 - xo PAAanNc �1 s 'EE°"°L�°w++ _ I T THE EXISTING SERVICE TERMINATES AT THE SOUTH db ss - w.: _ VERIFY THAT 6 cc sal s 11 6 Rcn _- -_.r-w(aP)--------' ______- SIDE OF THE BUILDING. SEE SHEET _- --- +x'aMlw = Z ae ruLow-NE A c 9-6u(.>•-- 17. REMOVE PREVIOUS STRUCTURE FOUNDATION IN ITS ENTIRETY. 0 �- - A/C PAaEM s ASE: - - --- REMOVE REINFORCED CONCRETE FOUNDATION AND FOOTINGS. j Pvo)..._ _v_ Nsgice z ,IN eso9 '' s]9.9a(9•PVC E) ac(to-PVC-E) (+ ( a PAN- C.W. s S DUIi D0 y .L.re�o w -oM c.w.' C.D. ' «LP 8z13 E 2N STREET ,E.<�Nw L N ZLo M I,z) * soun s9"oi vowt 2-STORY WOOD-FRAME Ce ~ Q ` EOP oFewe eos]I-N) &BRICK BUILDING I E]s3 w 36 9.]]('PVC 9) SET BENCnuMN'C': S9Mn IE]9.8(( 'l�7 ' --- IE]9.6](1°'PVC E&W) R�sPl sEoo.s•w aF unutt Pa.F �E]9.](e'E) F� FX H E 6.6(C]R.CNAN) IE 8x.3(5 d Z -•`� ELEv..6a.]9 o O M ea.(s(o I II IEM]9.98(r-N) IE':B'(e'E Z W J (n O < p g m LLJ .;. e � j O Q Q _. 0 uj W O � U 8 N � d m Q > •` - Reoad OrewMy CartlRcetlon PROJECT R6:FAC/00-0034,ADD 00-0081,GRA 00-0022 WQ :. - WThese d..w ca^f-to the Ca^tmctor's conelrutlbn n-d.. Tbeae Plane are 4 for conformance with the Cityf b cxe d b Qe Aubum a E'gbRN in■r Dl illn,requirement, o wn y y Q da inm 00 TAP -. Br Dot.- 9lze�m cv N o � _x�,, ^AA ) 1" = 30, 8/29/0 116t'""' nueRoemon: APa Brad 9y /1M/l•e.� r pb no •r w o _ .� .. "�.. 1 Dat.-Pp �d: 98325-06 I 1 'Iy. _..' k CGNfbN,d by COy /A M n rx uetw�03ra �a U:\98325-06\xutl.dwg 7 ,,�. I __ <�--Fr. - _ e" ..wAc_i dv ,' 1'!_a aa■�c• .r- .1 NW 1 4 SEC. 18, TWP. 21N., RGE. 5E., W.M. TE 8300 / IIEE 77]388.00((iI 2(FFV',MEW)7' ENTP,/ I a� i,E E 80 I(6"PVC N (2)TS E 79.((12"PVC E&W) 1IE 68"PVC yy,7 5) �\ GV cv-(2)GM'. (-)cv ;r. ,✓?'„'GV. et _ -.a"^ -�`18B'49`95"E_._ s`.• IOk A M h `. �rf'F•v. 53to 7,1I � ��• - d� Ol 7E(12\Rvc E s- 1 � IE�i7 e(6 Pvr N) - E7 \ ''�• INLET .,� ,�� d� IE 78.7(6"PVC N) - J6 ET \ dudhd a+S7e TE 8188 �.:H ./ i- + TV IE(8'PVC VE T.) TE 81.8� \ SDMH I V ee M s � C9INLET (3)WM s IE 78918"PVC N) .,p TE 81.50 / / / / / / d'">' I F. T' ® IE sis(6'PVC 6 / b N w TE d23 N I / / IE]8.2(8"C \ QQpp IE 81..`.(8'PIE(8"P C RT.M 96 / / / / / / " / S O 01 I wLET , �,� / / / / / / / / old ,f. 1 I GRAPHIC SCALE o�°o �\ \ TE`33_]O. TE IE 8'1.7(8"IP NE) IE(I? VC P VER )d J e` / / / , 44B / Ge TE 83.18 CBTE/d1.9-/dV : u%IE/A0.2{e•W)/ yp IE 81.4(8"C NE)n �� qm"d•^ E • IE 80,1(8"E) ,c 61 12 C_ b� a 7e1�(;1 2 •5 ' " (w FEET) 1 Inch= 30 /(, aono °- IT d3.94 N68'O6'01"E - -- -- -- O 0 LEI ff __ _ - EXISTING GRADE CONTOUR 4e. wnw- ... ReC OUR x ERA -y' 405.30' (MEAS.) i 0000 VARIES. m ELEVATION, PAVEMENT - - LIMITS OF CONTRUCTION •••••••••••••••••••• - v o -Z MATCH EXIST. AC VEMEN V) �z r .r' EPM1-ER b.qR 4 sz n • N TYP .. i Z I. IF • • I I 1'-I �� ' 'V>�_ �•r E ...................... .. NEW GRADE CONTOUR 491 -d I .. ........ ......+.,��• .. ~ Q w .+ ,e ADJUST CB RIM J ELEV. TO 77.75 _ NE W SPOT GRADE ELEVATION ri Y"'. VERIF W/DOCK HE�GHL,. 491.60 81.58 I PAVING)EVATIONS OF AC AND PCC46 DRIVE UP 11 ' vnNDow row PVMT 4.33' ELEVATION TO BE -ACEX PVMT. TO BE FLUSH WITH TOP OF cl Ly � ORE E BUI wooD IIN 4.33'BELOW TOP OF DOCK 8212 EXTERIOR GONG SLAB, ALONG TW'/BW "a'FRAME BUILDING 0 77.79 (VERIFY) ' ui Z o A w �j EAST FRONTAGE �'.• \ `-\ \ \ I NEW TOP/BOTTOM OF WALL ELEVATION 491.57 c / E �. 1T�.�1`. E A I , A L. LJ <r ' 82.12 ®DOORS, TYP. tiT�F�Y O� �CEE�E _v $- - --� I NEW TOP OF UTIL COVER ELEVATION TE W o3� ()I �� A�a. V A A A 491.57 J z • ' .' \ \ \ J RIDGE LINE ----�i----- - - AREA=46,73D 50. T. 1LI = � �6iM 81.56 �•, \\ \ \ \\ \\ \ \\ rn M U om I . se TE 84 78 - ol` NmT IE 8, (6 C N) _ -- N YE - PROPOSED ASPHALT CONCRETE m 'I B.00,p°�`,.� (AC)PAVING - LIGHT Z PROPOSED ASPHALT CONCRETE (AC)PAVING - HEAVY E 3 2'(s(e'IP w) I 81.56'I"� wooD FRAME µf 81.56 PROPOSED PORTLAND CEMENT m CONCRETE PCC PAVING GARAC.F j t I ( ) t ! lq�-_B6 81.56 -4-� .. Ae`ary - ; Aye. I SEE SHEET C7, "DETAILS' FOR AC PAVEMENT SECTIONS N88'21'20"E._: •7.92 ^e/i t \ \ \ \ \ \ \. \ m S 5.14' • A A A A A A V A .�I I 82.12®DOORS I / •`"Io � TYP. / aei. SN d i 81.56 A - J HC ......w. ..r ..I.. p�p ........... _ . ... ,.. _ - 82.09 81.70 '06 9'E .y.y - 50.04' i r=I-o SIDEWALK AND CURB GUUTTER 1 v 1 4. 5' TE_ REPLACEMENT ,"§ •P \ \ \ •," I - REPLACEMENT!MATCH PER" 5 S I. 83.57 W` --r I 1- STD. PLAN STSWW-2 5. 7 i,:;;; :A� _._ ._ TW=82.90 82 25 N E w w 81 81 ° a K I IM=83.40 RIM=83.90 18 73 BW=82.90 `b sdb'@, 5 5 85.24 83.57 86.30 T= 4 I TW 0 82.50 V11A = T 82.3582.50 p„d 4 _ t MATCH EXIST. . PA � PAVEMENT , • ELEVATION. TYP. � I w BBo MATCH EXIST. PVMT. I ELEVATION TYP. A - 82 o I H �Z B5 5.7 6 2%M . 82.94 CRO S PE f (n Z W Nerovcyax'o'v 85. 85.30 I / / S - RAISED CROSSWALK ®W LK `/8'� R=2000' V) Z w „a NE o rE0R7 '�_... _I - __ ; "=89 Dz'2or/ ~ Q Q t RtNT=85.. _ 64. 0 83.9 E83.93 L=31.08 J ROE \ d,"{r 5.7 w 0 'v' - 1 ` �• _ t - S88'22'35W R 2,,mow S88'22 35� ......�....•.� __ _, I _ I _ - .209.16' '' _- 4- W MATCH EXIST. PVMT. Z MATCH EXIST PVMT. ELEVATIONS, TYP. - I I; ELEVATIONS, TYP. -- - _ _ _-_-_ _ Q A 91'S8'45' O �M N" - , - - - o wE1 y - - F- a zo� lam R% TOP PIPE 8027 -1) W N Tm c d EN\ fe" ,oE �11 i1 .' Glr, R«om D-1h,C.tift.tian PROJECT REF FACT 00-000{.AOD 00 0091 GRq 00-0022 FIRE DEPARTMENT ACCESS " N �'QO (� ••• mete dman roan to tracto/e conetructlan r«a0e. m«s Plene are ePMowO rx conrormenca wlth U,e city of wn ey cM«kve 6y +"' E nss(ewe CONSTRUCT 36' WIDE, TYPE"C" DRIVEWAY SIDEWALK AND CURB GUTTER p!'w''�9i'• ve eoR AUWme En9MeerNq Olvhbn regokem«te. PER STD. PLAN STDW-1(C) - REPLACEMENT(MATCH) PER 'i .tip " GMI TAP r,b STD. PLAN STSW-2 D q�2o/ol c.f me cle m o o e�ct w4�:w nu./PeeR1m:PLS SuicvEYc I AvomR ey w / �4 1„=30' 8�29/00 �0-6 � p6 Re. w ..unEmr os C-4-ea 8y City ImIAA4K Deert 3 Dete A„roy �%/oi 98325-0p6 o J o. .Neel C4 or 8 U:\98325-06\xgrd.dwg 03D ► s NW 1 4 SEC. 18, TWP. 21N., RGE. 5E., W.M. - ®_........ TE 83,50 ,.,. IE 81.5(6"PVC ) io I O _ IE 81.5(8"IP S L :'-F /LI•r' ' IE 81 V 2"PV ) f I R INLET TE 8370 TE 83.02 - - - O I Q4 IE 81.](8"IP NE) IE 8"PVC VER r I Z a _iE 1 TE 8 5 W \ TE 83.18 \� 'r N� IE 78S �(8"C c .la I A IE ala(s"c nIE 0O1 _I 6-01 3...�� _ 6"RD 02.0%MIN. N88'0 405.30' (MEAS.)" II • ao V°CLEANOUT GRAPHIC SCALE L rze ...... CLEANOUT �aP pD 5J.'H IQ-5IjN1i Gb ....... .................... IE-79.0t i CONNECT TO EXIST. IN FEET) _ �- r w o Q 6"ROOF DRAIN I 1 Incn- So n. ADJUST CB RIM U TO 77.75 r I aao,ns aono -,I I o wv ? <on� I C pl�0 I I I ,, I �� ; CLEANOUT I MM�2 IE=79.0t N > rooto� r re I 5"RD 0 2.0%MIN. I Z ?NIwo FLOW uaLEr t CLEANOUT Z w 6 ~ ww I TE 84,78 win..reel, :. IE=79.37 J I r E 83.vfF.`r _ 88'6'12"E - j 18.00' I" L. ; Ivoil i = -d I co NOTE: ALL STORM DRAIN PIPE SHALL BE II; I ' (if rn II cR \ ' I , ®-2:0°.b-MIN:;TYP. Q -� PVC(SDR-21)UNLESS OTHERWISE SHOWN �...+' 1 � I � 6 RD w�^ W < '� alto OR SPECIFIED. • La n DUCTILE IRON PIPE SHALL BE CLASS 50 OR 52. el 6"FTG. DRAIN 0 0.5%MIN., TYP. e I ) ; -- I, I '% ' CLEANOUT �-. Z ar IE 8'.s(b'1P w �L E aI r- I 02 REFER AR /TRU �p _ aa H CT IE olki s'IP E) � ' I I ®F<O i I .. J In / c--- ---' `,..:,...•►1 -•• : li, I R,jh' i °5 LF o8 0 2 _S awn I� I 8"RD 0 0.7% N88'21'20'E -_ ... ,, {�. I - '` } = Ninm Cb DRAINS To i 11 " m 5.14' SToRMGgPTBR IMS o �Ig CLEANOUT =78.67 I ` oho I CONTINUE")=8CLEANOUT EXIST. ROOF DRAIN 159LF-8"RD(D.I. PIPE) 0 1.07 i II - z ( )- 0.06 CLEANOUT IE=78.53 IE=80.�i3 E=79.91 CLEANUT N 'O6'19"E - -- _ IE=7 .22 E=78.47 u. STC 900 STORMCEPTOR MH7 50.04' I''� I 1p4.95' TE((=83.85 ' _.(. SD o7. 3.157 I - _T. II o 6 II. IE(8"E))=9983 _ 4 F-8"SD ®0.7% I ` �, SECTION OF EXIST. SO SYSTEM o IE((12"S)=79:21 I CB4, TYPE1 W/GRATE LID I� TO BE REMOVED SEE DETAIL SHT. C7 ; w TE=83.64 • SEES T 100LF�8"RD®1.0% .I H. C2&C3 I. IE=79.72 � v7>•E /N W/OPEN GRA' 12"0 AREA DR ol• o� � G R LfT I C86, TYPE1 TE=81.90 N a 182LF 6"SD 01.0.% " I \ TE:90.70 CBS, TYPE1 _ W/GRATE LID IE=80.42 f`N I%i 79LF�8"SD(D.I. PIPE) /E 717.45 ('`II .T o o r CB7, TYPE1 W/SOLID LID f W/GRATE LI TE=85.35. CLEANOUT o o ®0.7% FLOW' ✓TE=84.50 FLOW )j IE=81.28 IE=80.42 9 N Z �T o� TE=81.70 - IE=81.80 C EANOUT .I ���`� I ; IE=78.27 N)i 78.14(e,"W)j 78,19 110 i.l 7 6 'n(y, I CLEANOUT L J �a ; 46:5LF-10'SD ®0.7R -` �- IE=81,33 1 IE(s")®7a:6e-SADDLE (G"TO lo" I u$ w 0l0 8 8LF-8"SD 0 1:68% -i 7 zlf 2 0 12LF-12"SD®1.42% 83 0 Q UTILITY CROSSINGS 85 3 5 4 C82, TYPE1 W/GRATE LID TE=81.60 Q II 74LF^•8"SD 00.7 4 0 ( ))78.73(4e"NW) - _ --- R=20.00' 1. TOP= 78.60t 4" W ffi vwi ssxx ; xE iss I I i IE=7&66 78.63 10"N taroec cTR a / ��< � IE = 81.36 8"SD 5 s .r„rxc�no n.Pwl 3 I _ \0 � EMERGENCY OVERFLOW 0=89'02' Q 4 \:y TO PUBLIC STORM SEWER _-- -..----- L=31.08'20 , 2.TOP= 78.60t 8"W IE = 81.33 8"SO rc g _ S88'2235"W -�-•�-- - - 4" W 10w __ _ _ - 3.TOP= 78.60f Y ;_" h S88'22'35' ..... ...I _-- 336.81' IE = 79.66 8"RD z -- 209.16' CB3, TYPE1 W/GRATE LID - 4.TOP= 78.60t 8"W Z 6HY y R-20.00' INFILTRATION TRENCH TE 82.48 rri„„g 0_9158'45" - LIMITS ` -_- -:--_-- v_IE 8028-- - -- - IE = 79.61 8" RD _ L=32.11' SEE DETAIL SHT._L7 ----- -- z T- - - __-- -- 'a, / 5.TOP= 77.61 8" SS 3 x»x IE = 79.69 8" SO Q Ll7 'rT 6.TOP= 80.71 6"SS J .�Pc.c gel • - __ IE = 82.68 8„RD f/) � C CB7, TYPE2. 54"0 W i. Q /1/ _ 7.TOP= 80.42 8" RD ~ LEJ LIJ -. IE = 81.42 8" SO U, Q wrn» SOLID LID 0 TE=84:97 /, 8.TOP 78.60t 4", 8" W d Q z L IE(12"N)=79.04 i; IE = 80.41 z _fe.W1 IE 36"W)=78.50 9.17 6 SS U-) CB10, TYPE2, 54"0 W/SOLID LID IE(12"S) 78.50 °.32 9 E P= 78.00 6" SD z U TE=85.56 Ie((g^e, W �] IE(8"NW)=79.53 1„ CB>3, TYPE2, 54"0 W/SOLID LID IE(36"E)=78.50 -a TE=84.32 10.TOP= 77.71 6"SS d Q Q IE 12"N-S=78.5 O O 7 8.3 IE = 80.08 6"SD -1 0 TE 1=85:65 E2, 54 0 W/SOLID LID II ,/IE 36"W)=78.50 W _ IE(36"E)=78:50-7Q q I CB9, TYPE2, 54"0 W/SOLID LID W OI-- CD a LZ CB12, TYPE2, 54"0 W/SOLID LID IE(1 78.50 p Q TE=86:30- 85.24 IE(36"W)=".50 .Co$ LIJ 0 z o IE(36"E)=7.8:6&78.19 ".F.x" N fy v~i m D 04 o'a w, W i r ��1.IGFQ R.-d D-hq Certiflcetlw MMCT REF:FAD/00-0034.ADD 00 Ml WA 00-0022 _ .•'•• , m...amwm r to •Contm<tor'.con.wceon re<o.a.. meee ow if N'�N' �O ys cor,orm p or,.are avorovee ra wnramar,cs wltn tna City or by <b.<wea by W;h4: Aabum'a E gM,"g DlNebn requi- ta. Nb .MRf '. : rt •,,.. ;;r� er Deta 4lm�ol GF e<GMI TAP e ;_, dale o 1"=30' 8/29/0 nna/PoeINm:QLS�SUCVEYOFi APPTo"ea 8, �� lob eo y11. Mday' JLl 9�ufo� 98325-06 w ConfirmeE by City )� pe(. 0 Dale APProvA: Y o U:\98325-06\xgrd.dwg C5 "r 8 030)7/5 NW 1 4 SEC. 18, TWP. 21N., RGE. 5E., W.M. TE 81.92 r0 IE 80.2(E'W) uEl lE eage'q c P E ti I N88'06'01"E I _ .... .3� • i - - •r. �- - - --- , - - - -...a aQS. INct j - 405. (MEAS. _ i 1 - --- GRAPHICSCALE .0 i......................P.,.................... ..... r_7 � snI _ IMN- oW i IN FEETA/c PAsumrt men-3o rt. IL-1:': Wi,.:[. —'. - . ONOI , <F-1..9UH F11111, z OODN�"SAFEWA -ITC R z < Mo' �I 7SEE -STORY CONCRETE LI�C� BUILF)!I � mmBLDCAREA=45.730 SO T. b®- F�EF�RI MECH. 5'ILET _iE B� a — __ FROM IBLDG. = o E a� Ie"r ru ,•■, - 18.00, 00 46C,SDR-35 SS(SAN)4D 2.0% ' LJ , SDR-35 SS(GW)®2.OX �'' _ _ CLEANOUwGAL. CAPACITY = i _ _ - (' UE TRAP _ _ _ _ __ - . j Aic PAK.cx* 6 GWZETAIL SHT. - I84.44 ...'w.7CO - Jz;)7.30-77.9E ■ II t I S s n 48"0 SS MANHOLE ■ / 2 I fiE7��6"OUT)=�7•:4B-77.14 TE= 83.90 ■ I' _ yy(( (/) Uo_ I o SEE DETAIL SHT.C7 IE((6"N,yQ 77.70t 76�95 �; ', .:� - 1Z D Nam WATERLINES SHALL HAVE A MINIMUM �I IQWS)=77.00t ■ F Q _ g � OF 42" OF COVER. n tOLF-6"PVC, 0" 7;0 95 = I al: s}- m of SDR-35 SS(:W)N 2.OX-. I , / - - r'' ■„s ll': z REFER MECH. 'o ' N a•os•19'•E _ - - - 5o.oa f INSTALL WYE 8 SA m 1 4.95' - 1 EFER MECH. FOR i i 8"RUN X 6" BRANCH COMPACTOR WASTE DRAIN I ,�. SCALE: 1" = 5' AND SERVICE LINE SEE MEW I I s CLEANOUT THIS SST _ CONNECT TO EXIST. 8"SS(IP) WITH E=a;4a (AREA DRAIN) N M - I FACTORY 1. WATER-TIGHT o 1~8"X8"22-1/2'BEND, MJXMJ - I, �11' : A,C PA,�. T ' ADAPTER COUPLING OR WATER-TIGHT 1~_GONG. THRUST BLOCK F ---- -------- PIPE COLLAR PER WSDOT STD. PLANS _ -CLEANOUT ----------- I of i I IE=80.26 a / ~ " 5AN. 0 2 to% IE(s' sANI)= 77.0s REMOVE SECTION OF EXIST. 8"SS(IP) PIPE c=78.60T _ I -a- < - AS REQUIRED FOR NEW MH INSTALLATION o o IE=78.60 ■ UTILIZE EXIST. IIPE METER 0 99LF(TOTAL)~B"W(D.I. PIPE) - z = 83.68 REFER LANDSCAPE PLANS 1~8"XB" 22-1/2'BEND,FLXMJ ,1��(. FOR CONTINUATION OF NEW 1-CONC. THRUST BLOCK IS I ; SERVICE WEST R=20,t zp., v SEE VIEW li-. ' aw,,.'+-. I NOTE: ALL IRRIGATION SERVI S SHALL 1=89'CTHIS SHEETT . INCLUDE APPROVED BACKFLOW PREVENTION_�___ L 3�0 — W REFER LANDSCAPE p 8"D.D.C.VA AND VAULT Q �; ...... -PER CITY STD PLAN WAC -1 �" �"'�"' 336.81' . .S88'22UTILITY VAULT MODEL&67 LA, � ` "� � S -- - OR EQUIV. t gq 15 AT R EASEMENT 209INSTALL STD. VAULT COVE RIS€R AS .G'b,(fd'DRANT SERVICE ___-, -- - - - ("D.I TE=88.253 DR Z >oPx - 7x _ xsn FIRE 1�DRANT ASSEMBLY - - - _ - -- - - - - - - - - — - — V) " PER CI STD. DETAIL WAFH-1 _ - __ ----.-- - -- - - c w. - --r'- _ _ _ `n x-,,. 3 "`- r r I s .PI " GUARD POSTS I L I\E E �1.E E - ~ (n 24LF~6" D.I. PIPE - SEE STD. DETAIL _ _ ,s cn's� N ( ) WAFH-2, TYP. - j - RELOCATE I INSTALL PER SM DETAIL WAFH-1 F.D.C. Q �/ ?> ::.. f COORDINATE RELOCATION WITH CITY OR AUBURN M&O DIVISION PRIOR TO RELOCATION ^"'•^^ .- "--, d - O z - 1~4" 22-1/2'BEND, MJXMJ - r'F Oe� V I- 1 X4"~GONG. THRUST BLOCK -�p H ..pp Ld m 99LF(TOTAL)-4 W(D.I. PIPE) INSTALL 12" X 6"WET TAP _ _ S� _ ~ a Q LLJ 1 6"GATE VALVE FULL MJ TYPE "•"»!e�„,•�•' PROTECDTION a ' w o 1~cork. THRUST BLOCK t• TYP. ° 0 Q ,r,v on Ld 1~4"X4" 22-1/2'BEND,MJXMJ ~ cn Z INSTALL 12'X 8" WET TAP 1~GONG. THRUST BLOCK FIRE SPRINKLER NOTES: SCALE: 1"- 5' U) (FULL A TYPE) PER CITY STD.PLAN WABL-1 1~8"GATE VALVE SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: m i~CONC. THRUST BLOCK TYP. FOR LINES 3"AND LARGER y c."n.otlox PHO.ECT i FACI JO-00]4 aoD oo-ooel CIA oo-ooa7 R«we Dr..m 4 4"DOM. METER AND VAULT m...am"m■.«PwPt to c.Ptr«eo..cPx.vxcu«r.o , m...�Im..r.li, .v "c«I«m."c.«nx m.cur.1 PER CITY STD. PLAN WASM-4 1. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. Aue"m,En■ms.nx9 olrelm r.R„x.m.xt.. INSTALL 12"X 4"WET TAP """d°y o ( ) UTILITY VAULT MODEL 687-LA, 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. ey D�5 IO oy 4�2u�o1 GP ."GMI ° TAP .. FULL MJ TYPE OR EQUIV. J 1~4"GATE VALVE INSTALL STD. VAULT COVER RISER AS REQUIRED. 3. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER 1-CONC. THRUST BLOCK LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED Q�S/SUZVEYOR , 1 TE=86.25t nn./PO.RrM: y BY A WASHINGTON STATE CERTIFIED LEVEL"U"CONTRACTOR IN Afar.".a ey �___.-�JL 1" = 30� a8 29 0 m (REFER MECH. FOR BACKFLOW PREVENTION ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE / / ON DOMESTIC SERVICE) WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE . �2 J�r'i I jo°"" po SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. co„nrm.a by CityM4~",1� Dm J Date ADDrowtl: T^ 98325-06 a C6 . 8 U:\98325-06\xutl.dwg NW 1 4 SEC. 18, TWP. 21 N., RGE. 5E., W.M. 41 'a 6 STORMCEPTOR COVER AND Jai GRATE 24" DIA LOCKING FRAME COVER -' �- � BACKFILL FOR INFILTRATION SYSTEM SHALL CONFORM p .s AIR & GAS TIGHT 2 PLCS. 12'DIA.CLEANING OPENING, INSTALL SURFACE TO W.S.D.O.T. SPECIFICATION 9-03.12(4) LOCATE AS SHOWM,AT LOCATE DIRECTLY ABOVE TEE. CLEAN-OUT PER GRADE ADJUSTERS TO GAVEL BACKFILL FOR DRAINS VAULT CENTERLINE. COVERS COVER AND FAME, OLYMPIC CITY STD. DET. 32 0 SUIT FINISHED GRADE SHALL READ "SEWER". FOUNDRY 5931 OR EQUAL. 5' FILTER FABRIC �- ON TOP ONLY 36" DIA. PERFORATED, 16Ga. CORRUGATED ALUMINUM \�05, ING ALLOY UNDERDAIN PIPE PER W.S.D.O.T. SPECIFICATION 9-05. ADJUST TO 1'-8" 1'-B" 3' MAX ,, 8' GRADE 30 0 6" TOP EL. = 82.50 i o , 8"TO 20"VARIANCE r� 6 STEPS OUTLET 72" 100--YEAR WATER EL. = 81.60 �Ob'H5110 .£ 6"(TYPICAL 72"0 '� 7" 6° .y ALL RISERS) + FLEXIBLE PRECAST BAFFLE ' 24" 4S.. •''':`��`. '''•;~"., COUPLI G 4"THICK ',o FLEXIBLE 6" 0 VENT�� + n VARIES COUPLING SEE NOTE 3 ''•``Y'' U 1250 GAL. p.# INV. EL. = 78.50 Z YOMO INLET - - 0 6 0 d' ci I I O I WEIR - - _TT z iv STORMCEPTOR ��is5:^_i��°�<";._<;i_w-..,_..'_',.`] _ SEE NOTE 1 :. ER +' (n ; � r 30" INS T TRENCH SECTION STAINLESS STEEL STRAP 30" C7 SEE OTE 4 0 o AND 5/8"ANCHOR BOLT INLET g;, OUTLET '� ,. i. Z NSNZ (TYPICAL) < ?' (TYPICAL) WEIR M n 1. t6"(TYPICAL) 16„ I 16" i8" 20" 36" CTMP54"0 TY. 2 Q w GROUT ALL AROUND, ..�.�^ �' FROM STORMCEPTOR -� Q BOTH SIDES r ( ) ( ) rvsi" e:+,rat.' FACILITY 0 24 55" 6 0 5 OTHERWISE PLAN .� a �.. 2 4' MIN (C87 ONLY) 2' 1LF-36" 3"TO 1-1/ 2"WASHED DRAIN ROCK 5'-8" 3'-4' NON-PERF. SD (TYP) BEDDING AND BACKFILL. 0 W . i: INLET TEE W Z_ W`o PRECAST CONCRETE VAULT, 9'-0"x 5'-0"x 7'-2", 8" 6"DEAD FILTER FABRIC, SEE NOTE 1 STORAGE NOTES: UTILITY VAULT CO., INC. #4484 OR EQUAL(SEE NOTE 2) O U' «' '4 36" DIA. INFILTRATION PIPE Z <t _ ..ems,_ 1"0 PERFORATIONS 'a-''•• 8„ �•'s 2-ROWS 120' (PERFORATED) W `" 1.IF VAULT IS NOT SLOTTED TO ACCEPT PRECAST CONC. BAFFLE THEN ,rµ,,. '•' •" ><' APART ALONG BOTTOM J °z_3,�^a PRECAST CONC. BAFFLE SHALL BE HELD IN PLACE BY(2) 3"x3"x3/6"ANGLE (AFT. LONG) SEE NOTE 2 = j m"in ATTACHED TO VAULT WALL WITH (4 EA.) 1/2° BOLTS AND NUTS (WITH WASHERS) SPACED 14"O.C,:,yyy SECTION THRU CHAMBER NOTES: u o, N ANGLE AND FASTENERS SHALL BE STAINLESS STEEL OR GALVANIZED AND ASPHALT COATED. N oQ� 1.TOP OF ENTIRE TRENCH TO BE COVERED WITH FILTER FABRIC. 2. PRECAST VAULT AND BAFFLE SHALL HAVE KNOCKOUTS AT ALL PIPE OPENINGS. 'i p. NOTE: �`1•' _ Nrnm IF KNOCKOUTS ARE NOT PRESENT THEN PIPE OPENINGS SHALL BE CORE-DRILLED. - DESIGN SPECIFICATIONS 2. PERFORATIONS TO BE LOCATED AT BOTTOM HALF OF TANK m PIPE OPENINGS SHALL BE 2"LARGER THAN PIPE DIAMETER. 1.FLEXIBLE CONNECTIONS ARE RECOMMENDED AT THE INLET STARTING AT ELEVATION 6"ABOVE INVERT OF 36" PERF. PIPE. AND OUTLET WHERE APPLICABLE. 1.ASTM C 478 3. CONNECTIONS TO CONCRETE WALLS WITH P.V.C. PIPE REQUIRE KOR-N-SEAL - 2.COVER TO BE POSITIONED OVER OUTLET AND VENT PIPE 2.BASE WEIGHT=6.46 TONS 3, APPROXIMATE PERCHED GROUND WATER CONDITION EXISTS AT ELEV. 75't. REFER TO GEOTECHNICAL REPORT. X CONNECTOR. SEAL ALL PIPE CONNECTIONS WITH NONSHRINK GROUT. 3.THIS IS A GENERAL ARRANGEMENT DRAWING.CONSULT LOCAL 4. LINE-SIZED P.V.C. PIPE SHALL BE USED THROUGHOUT WHERE LINE IS 6"DIA. OR GREATER. REPRESENTATIVE FOR SPECIAL CONDITIONS. SIX INCH P.V.C. SHALL BE USED THROUGHOUT WHERE LINE IS LESS THAN 6"DIA. 5. GRAY-WATER ONLY. BLACK-WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 4.INLET DROP PIPE WILL BE EITHER 6"0 OR 12'0 WITH A 6'0 ORIFICE PLATE PROFILE 6. CLEAN-OUT REQUIRED 3' MAX. DOWNSTREAM OF INTERCEPTOR. 5.ALL CONCRETE JOINTS HAVE RUBBER GASKETS THAT CONFORM TO ASTM C 443 t(im • - -' 6.U.S.PATENT N0.4,985J 48 ,.. '._ ..' ';,. '�""'y..1n. „�...'". i•;a," 7. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. -•-- � ���•, � o 1,250 GALLON-GREASE INTERCEPTOR *" STC 900 PRECAST CONCRETE STORMCEPTOR INFILTRATION PIPE DETAIL ; N.T.S. SEE MECH. PLAN FOR SPEC.) `� '�, p: - N.T.S. y" N.T.S. ( ,.J I * a 2-1/2" A.C. PAVEMENT 3 A.C. PAVEMENT .,_ - s OVEROVER 4"OF 1-1/4" CRUSHED i//,. /// //4- /�./ 6° OF 1-1/4" CRUSHED SURFACING BASE COURSE�� .i// URFACING BASE COURSEYCOMPACTED TO 959.OF COMPACTED TO 95%OFASTM: D 1557 \\\\ yam. o THE MAXIMUM DENSITY, THE MAXIMUM DENSITY, -.win^ - --- _ :»+ "'..�4`>.�sb. "• O 6 a ASTM: D 1557 r 4 6L. • gg STRUCTURAL FILL I, liFILL -. ro•..t.1 . }�). .A '�4i_"i II+ P Ar a STRUCTURAL FILL ;,. mm COMPACTTHE ED DENSITY,I iil i 11 �iiu u�i� ii..,,, SUBBASE COURSE +M.. ._..v -AflM,'1 •..} ,n COMPACTED TO 95%OF l,. of COMPACTED TO 95%OF .. ti> Q STY, �u.. ��� THE MAXIMUM DENSITY. - er ".• , 1 >a Aft ASTM: D 1557 .. - _ Wil11 '7�1 ta,, ASTM: D 1557 -. ..- ., ., ,; ''.er. Cn SEE NOTE 2 BELOW. - �g�It SEE NOTE 2 BELOW. Al 4 LLl Q SUBG ADE COMPACTED TO uj 95R OF MIN. RA12' COMPACTED _ .` 4 ;; "� - '� VSUBGRADE TO 95%OF a - t ASTM: D 1557. ASTM: D 1557. ,_- LIGHT HEAVY PAVEMENTNrsSECTIONS "'� � y;;, ` c M ... NOTE: 1)REFER TO SOILS REPORT BY ASSOCIATED EARTH - - -�'�-'_ •AM/�• , Q SCIENCES INC. (PROJECT#KE00323G), DATED JUNE 12. 2000. _ - - - - ALL WORK SHALL COMPLY WITH THE GEOTECHNICAL REPORT. -_ - -" --^'- Y: M - :P _ - " - - -- 0- V--I n 2)OVEREXCAVATE TO A DEPTH OF 12" MEASURED FROM EXISTING - _ Ij Q O GROUND SURFACE ELEVATION. REPLACE OVEREXCAVATED .. --- e�r' Y• a," L.W: •> ,, �G"'.._.. _ AREAS WITH STRUCTURAL FILL TO ACHIEVE DESIRED TOP OF 'w - r ,� .:• c.'' '� - ,� _ "F= • W U) z SUBBASE ELEVATION. SEE GEOTECHNICAL REPORT. Li- - R e Dra Inq C tift tl .R CT RU:FAc/Co-o034.ADD 01)00i,GRA 00-0022 m a ASPHALT CONCRETE PAVEMENT SECTIONS _ _ •R•aw-- %'4 t l 1 L't m.es auwNq.c°nr°rm b lne Cantrc<t«.<«.wouon r««e.. m<..,,Er or.l g DIA.r«conrorrnnn<.wnh Me aty°r (n a 'c yyyQ y� /w... a Englnaarinq D fo rp m,enla. QW N .S 1 - e,. f t' - '19C •� -.n4, 1 � r 3 0' };'; er<w<by <nacxee by N.T.S. 57 ,�,:. rj 5 ,:.a:� er D°le: 4�io�°I GP _4 v GMI TAP Appmo B m F rre 6` NO SCALE 8/29/0 m W ., t. ��� • ,_ •. c<nnmm by clb IAAnr Datr.S03 D°ee Avvrow: 98325-06 VC a a ,Heel C7 <, 8 U:\98325-06\xdei dwg NW 1 4 SEC. 18, TWP. 21N., RGE. 5E., W.M. A b3 o�4v O E Opt_aR° GENERAL ENGINEERING NOTES EROSION/SEDIMENTATION CONTROL SPECIFICATIONS 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE 1. AGENCY APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN I T" PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND\OR DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE lip.wd. _ `•'•+ - ..n,ntr .,T�lwli.* ,* �, Y.- �.r- ,. xvrw •`",'.. T . \CGS. I NC, PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND\OR DATA DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, :. �•2. E OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH RETENTION FACILITIES, UTILITIES, ETC.). ti pP THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER a..,; 't _ mc3`^', - - °n GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, + •+'_ +) a O1 AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS •- d0 3Q FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS " :-+ - ,A ,_ c""' ,. k ; �dp J OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY APPROVED. - - j _ •I+�7M'�"• d'H00 BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL CONTRACTOR PRIOR TO CONSTRUCTION. BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE t, CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE '^ U am,n� CONTRACTOR FOR THE DURATION OF CONSTRUCTION. _ ...�s,. on NOTIFY THE ENGINEER PROMPTLY OF(1) PREEXISTING SUBSURFACE � '• V y - '�'y ti�� Z Sono CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR " - (N (2)PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN -": y�''.sr- u'( of O ,o,K NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY - CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A r 'y:""`- "'' - - -. >- MqM� ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE �...,{:ae' f '�, y, z rc 'C ;¢n: N W I„ THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. a.,. ,! - �.. > 000�o AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR - low ' - _Z j�m�z RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM - - 't. - - In "•. - (n - CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE WRITING (WSDOT SEC 1-04.7) CONSTRUCTION PERIOD, THE CONTRACTOR SHALL UPGRADE THESE ESC FACILITIES(E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. •� _ ,,n...q = J CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN 6. TH THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND E ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND �i MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. -"'� .k>V�.l' -' """'?� "1•t' II - N R. MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, � 1•+ T Ld UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE ���,�.�- "' W rn WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, , '' '1'. Z a INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1-07.17 APWA �n ._ H ` ' 4*1.70V,o: w o SUPPLEMENT) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS(E.G. i¢ - SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). Z 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND W �o EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN 8. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, - �,.. _ ,. _., J z3N CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING SHALL BE ADDRESSED WITHIN FIFTEEN (15)DAYS. _ PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING S Ix►' CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND %� v I1 11 CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS ,:�: � �P_�4 NNm T ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS FOLLOWING A STORM EVENT. ill'�aF �.a,y, _ t,�fR''+y,• m EXISTING CONDITION.(WSDOT SECTION 1-07.17 APWA SUPPLEMENT). 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO - THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF 4"' M THIN A H A ALL CATCH - +ro: CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. ACCUMULATE WI CATCH BASIN. A H BASINS AND CONVEYANCE •*r: *;.• �.. LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION '" �,• - :; "• t._ _ ,• ���,, � 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. I,^• ;�(,,�,.. � � •� - "' _ OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND 'L'.•.T k� a 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE I COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OFBE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE THE PROJECT. (RCW 46.61.655). ¢. •�- '''�, g '' PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL '' ... • ,.r.- v �'" 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL - - ENGINEERING REPORT. PROJECT DISTURBED AREAS GREATER THAN 5.000 SQUARE FEET THAT ARE N o , r I I o _. r TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY _ �* 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING, OR PLASTIC '"�"`` AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL COVERING. ENGINEER AND IS NOT A PART OF THESE PLANS. 1"' 3y ;,,. r•.�. �, a�. 4 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY - 8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL y'* SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RE- .dG. ESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS RE- 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST w -, 'i•S - o ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR GERMINATING GRASSES SHALL BE APPLIED AT A RATE OF 120 LB/ACRE As t"' CORNER RECORD AS DESCRIBED IN W.A.C. 332-120. ACCORDING TO THE FOLLOWING SEED MIXTURE: PROPORTIONS PERCENT PERCENT " {•` V- J NAME BY WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALGA) 10% 92 90 i � • ANNUAL RYE(LOLIUM „Y•>�y '_:..�"; Polo- a a Jw ENV .tom.' CHEWING FESQUE FESTUCA : -:... .,...... A•-:� - N f i • .• MULTIFLORUM) 40% 98 90 ( �, zo oY RUBRA COMMUTATA) I- »�O (JAMESTOWN, BANNER. CD " *. 3 CD SHADOW OR KOKET) 40% 97 80 -:X" atl�+�"'• `'" p,y, " _ -2.- " rr..,. �:, r..>' WHITE DUTCH CLOVER f '� '•�•n'.'� °} `c g� (TRIFOLIUM REPENS) 10% 96 90 ifill 'j' Ai" r.w.-. wrg4ey4,...�- '•. as critrr L( 3 - t .. u,�r y,-.: _ _ , cn 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, ;' e ' IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. _ � - - - ,�"'^^• - - � Ld r A� • n_ z CID~ Q Q I Z r J s _ n y LLI Ljj LL- Aw W r� ) Li � 7 Y a y..... +iti� ✓.. -.` i .. Rabo Drawing Certlflootim PROJECT REF:FAC/)0 00M,ADD DD-D061.DRA 00-0022 - Q V Q 4' wi: � Thew Er..lag.caaf to ma C.tmatm'...a.t-tloa-aM-. Thee p ne are.P rbv for aoato--atn the aty of tiA 7 N 3 .. _. Aubum a Englneering DIN.bn regulr.mmla wn br eckeJ by 0�� 41p . �b A°z N ro tr, -4 111 ey. Oat- / Gv GMI TAP K N - ... +• +,' nue/Pa.mm: NO SCALE 8/29/0 n o � i,..a1::.': .: � r-'�4+a- :: . � - - •, '•'� ,,,,�,�;-. � ,,,,_,. APProwe By-. F o 're a: i [ :> t3 l w - 98325-06 .. 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I SSMH ((( ° X c°°u °4' ° IE 79..7(10'PVC Ehw) PMNSPIKEOE.5'UP OE UTU P0.E NM 8{.Oa IE ax.a 8'S ~ < ale w p I F n.a e•w9 50.00�< 50.00' 1O a �1...7B F 7a.e Icm,aAzO Bo 1"=30' 10/03/00 N O u e 9M aas{ I RM 81.DO E EIu7B.9B(B'P.N) E 91 '� IF7aeq(CiR QINI) I pi,ne B 4s E, F 71.0E((�Nw, 1 I E74.z��w, FOR INFORMATION ONLY 98325-06 N I n a R1 1 U:\98325-06\xgrd.dwg b3 D 1715 I � I _ EXISTING EXISTING COLUMNAR SAFEVM F_O.NJEF'ING MAPLE 2" ^\ YEAR 4" EXISTING . a ,•e / \ ^ �—EXISTING LPLANTFRG CISTUS PLAN NG CISTUS AREA N.J.0 III �D EXISTING MUGHO i -1" E4STING o OA'k 5' CA'. o . REVISIONS r -- - - - -'�" EXISTING o _ - OAK 9' 'CAI. o EXISTING o � Q PLANTER ° o O STATE OF WASHINGTON ° REGISTERED LANDSCAPE ARCHITECT I l a . r 1 - -_- HEIDI M. KLUOT I ERTIFICATE # 274 FXIcTIKG OAK ".2" - - FXISTING • - � OAK : l F.'_. 1 - G f xl o u ,. _- - J (L� h V S 10' EXISTING o .` - .. -, - OAK9". - -- _' k oAT 0 _ EXISTIN _ +- _ . MUGHOG... o I o EXISTING o I' EXISTING PLANTER o �. Irly I ♦� PLANTER ° III o ICI - I 0 - I - ° � ° _ _ EXISTING ° I I I SUBMITTAL SAFEWAY STORE NO . 531 OAK o DATES �XISTING o OWNER: v LIcHo FINES _ - _ � I o I BUILDING DEFT: o EMOVE - 'X STING REVIEW DATE 1 LACK LOCUST` ; ° III ri 03/29/01 0 EXISTING . I PLANTER o `M REMOVE EXISTING PINE G" r EXISTING a OAK 4" CAL. ° 0 III - - o-RJ - EXISTING o - I � ° I PINE ,O" GR EXISTING E -- I Q� o MUGHO PING o e \ EXISTING of ,, d � e PLANTER ° _ Is o ry f XISINc, EXISTING o ewe A o U� I PLANTER �♦ OAK 9 C L o c� o ti/1 0 .I o oe ExL TNG M )CHO FINEz - I — EGL_T o I - OAKIs 3' O � a EXISIING SIFICI ,N) OR PLANTER REPLANT TO SIRAIGH _A REMOVE _ EXISTING CREMAIN U. _ �'� - Lj t EXISTING CYCLONE FENCE TO REMAIN ,I � --� EXIST.TREE DAMAGED _ � ^' FENCE TO REMAIN LI IL. �� EXISTING. (n ®® • e 1-1/2" OAK O r I' J OA 9' Al,. o I i T +-+ o ' O � I ' I NEW 6• HIGH SOLID, STE o OBSCURING WOOD FENCE - l '. -+- o I AROUND COMPACTOR n - .. I - _ rt Lj II - - - �� _ _ _ I I - ° PROPOSED EXPANSION - EXI TING 0 SINE ,G EXISTING - o MUGHO PINE _° LJ 1 ++ • EXISTING o PROJECT NO. o EXISTING PLANTER o o N o �� OAK 9'• CAL. o I-. -� o DRAWN 6Y: - - --- - SKYTECH - -� o - i. _ - -.- -_� ° - o CHH Kr.7 BY, _ - - - - ° HElol -- CAD SAb_9 VAME Q - I II I � I .. o .- L1.DWG ' EXISTING MUG-O PING 4°TI 0 ...Fhf I:_IJR N P .CX G .. N OAK S .AL. EXISTING ---- o -- - PLANTER EXISTING o EXISTING OAK 19" ♦�, _ - _ o VALL S l -- OAK 12" CAL o I I I I I i � REMOVE _ 000000000000 oa 00000 000a000 000000000 000 0000 000000000 000000 EXISTING r I VINE MAPLE 10-12 I z 0 0 ° o 0 0 0 0 EXIS PING _ _ - ° - o _ LO bXISTING o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _-1-- _.- - _II I W.M. - . A ';.. F.H. - ' �- .•e - o 0 ooa DODO 0000000 00 _ -- -- - - - _ _ OAK �,.2" CAL # N Eco LLB O ca —— ® 04 Q CO 2nd Street SE. �7 j z — — — — - - - - - - - - -- -- --- - Q � IM _ ♦ i f - �— - j _—--- W T m — -- -i -- - - -- --- -- LL c 0 M 4 4 Q T � Q F—ANT d E6EN.D Quan . 60tan I as I Name 51 ze span Plant moterio oaan-' ties are for general reference only verify) Gommon Name 62uort"-i as to oe deters i red by oobe Requ 1 remerts - G i ty of Auburn PROJECT REF: Guar . 5c-apical Nome 51ze Spacing 86 Rhododendron 18-24" 3' -O" cc, Note 1 Existing Oak and Pines to remain unless shown p Gommon Name o Nova Zama Ia therw p ise on Ian THIS PLAN SHEET REFLECTS THE CITY OF (verify) O 0 2al Taxus media 18-21 " 5' -0" go AUBURN'S PLANNING DEPARTMENT MINIMUM densiformis ' 2. Prune exlstIng mugho pines to 5 ' height maximum LANDSCAPING REQUIREMENTS. + 1 5 auerGUs Coat I nee 2" --al 25 to 50' -0'' oc SHEET TITLE saarlett Oak 5. Landscape Contractor to remove all existing plant Rhododendron -^eaeure 2 gal , min. 18" 5' -0" ca motor I a I In perimeter planting by sidewalk. except Approved By: 1�l Anita Evergreen Azalea For trees as shown on plan . LANDSCAPE (continuous under Dote Approved: 04•2D•Ol PLAN r slouGodermlz &--7 wn 15.' -0" oc Bosn'Ia all trees) 4. Code roc:u ired spacing shall supersede graphic or call -out c,wortltlee of plant material . Aretostophuglos uva-ursl 4" pot 2' -0" o0 0' 2 0�- ^ 0, 1 0 U ' Mg55achu5ette ' L `t Maesochusett5 Ki nrI ckl Inn l ok 3HEE VG. ;. 24 Prrue callergcina 2" cal 13 ' -O" oo Prunu5 laurocerasus I gal . 2' -0" o0 ' Glevelond select Multi -stem ' Mt . Vernon ' NORTH Ll Cleveland 1=lowering Pear min. 3 stems/tree Mt. Vernon Laurel as Brawn by E. P. L A N � 5 � A F E F L A N Nursery or eal,ual . Remove all existing hypericum before planting eroundcover - SCALE: 1" = 20'-0" o3D I aI �S /2 distance of o.c. spacing • per Plant Legend 10 • • • • • • • Kinnickinnick @ 2'-0" o.c. SAff Vill r Defined Shrub @ T-O" o.c. curb I + t + + III curb t t + t t t 4 + t + + planting bed 'V'trench centerline of planting bed ' 6-0' • • ' • ' • • triangular layout of Topsoil as Specified plant material, typ. 2-9" <=VISIONS t � +* t 11 + t t t t curb -- r. 10°!°slope 1:10/ o Sidewalk(or curb as applicable) + , ' ` • /�Chj��f asphalt paving 1:101 10/slope + %distance of o.c. spacing * i per Plant Legend - sidewalk • y . , • STA,L Or WAEHINGTON • • • • • y• • •' .•• ' fir• • • A•• 0 �.•p T y a�.: •s.: •.r , •~ .AN aE'I tER[7 . . • panting bed _ ;.�• I + PERIMETER PLANTING DETAIL of M CERTIFICATE # j 12 •f Adjacent to "A" Street SE and 2ne Street SE scale %"=1'-0" (planting width may vary-add rows per spacing requirements) �• Subgrade-Scarify to 12"depth Note: Planting Beds next.to building shall have topsoil �- + Verify Positive drainage Graded/sloped away from foundation + + '/z distance of o.c. spacing dt L Planegen See planting details for per - varies installation of Plant Material TYPICAL SHRUB/GROUNDCOVER Planting bed — Defined Shrub a. 3'-0' 0.c. TRIANGULAR PLANTING DETAIL TYPICAL NEW PLANTING BED curb Kinnickinnick@2'-0" o.c. No Scale No Scale t + t + t + + t t t + •I• t { t t t + t �• A 11 A_ 4 Pot o r EA OWNER: Remove pot or container and r shall remove all • • • • • . • • roughen/cut side of rootball if roots labels,tags or other foreign encircle or are heavily matted. materials from branches, DEPT: Ro hell r re watered before O t 4- 'F T + + } t t t ♦ i REVI�w DATE 03/29/01 planting to ensure optimum Prune only dead or broken moisture content. brandies. Contractor shall remove all ' ulch-2"uniform depth labels, tags or other foreign except adjacent to roothall- materials from limbs, hold mulch depth to 1/2". sidewalk . . wish grade. Prune only dead or broken branches. •• ,' Topsoil as specified. , •• , ; . . • . 1 , , g • 54 Rough sides and bottom • T of planting pit. Z m Q � UndisWbed subgrade. 2 pieces new blade reinforced PERIMETER PLANTING DETAIL 0 Plant shall bear same relation rubber hose. ~- to finish grade as in nursery. Adjacent to Auburn Way South("C" Street SE) scale ''/d"=1'-0" �1 3"min Varies-refer on Double strand no 12 (planting width may vary-add rows per spacing requirements) oe---- ----fiction Scarify Pit bottom. , gauge wire. 1T, Verify positive drainage NOTES: Z before planting shrub. 6'Metal"T"post stakes painted GZ= green. 1. Verify location of all utilities on Civil Drawings and with General Contractor. Call Locator Q GROUNDCOVER PLANTING DETAIL Top of stakes shall be at equal Service (1-800.424-5555) prior to beginning Project. o 0 4„ t elevation above finish grade. 2. Landscape Contractor will be responsible for installation of plant material by quantities Remove slakes after 1 year dictated by the Zoning Code spacing parameters. Quantities listed in Legend are for o No Sole guarantee period has ended, general reference only and are to be verified. 3. Co-ordinate Project with General Contractor and all other Trades. s 3 Pot/Container B&B Mulch-2"uniform depth. 4. Topsoil shall be a 3-way mix consisting of 1/3 sand, 1/3 soil, 1/3 composted bark and Remove twine and 1/3 top of sawdust as provided by Fife Sand and Gravel - Fife, WA (253) 922-7710 or equal. Topsoil Remove pot or container and Buda on rootball. Finish grade, to be used for planting islands planting its grading after removal of existing plant roughen/cut side of rootbail if roots P P 9 , P 9 pits, 9 9 9 endrde or are heavily matted. Rootball to be watered before Contractor shall remove all material or other locations as required in conjunction with completion of Project. Rootbail to be watered before planting to ensure optimum labels,tags or other foreign •• , :r '• • » 5. General Contractor to complete subgrade for planting areas as shown in Details and on planting optimum moisture content. materials from branches. — Remove top 1/3 of buriap Plan, removing all debris, litter and rocks over 2" prior to topsoil installation by anti m ensure • moisture content. from root ball inducting any Landscape Contractor. Prune only dead or broken :• • `••• rope or metal bindings. 6. Landscape Contractor shall scarify all new planting areas to minimum depth of 12"or as branches. . ; necessary to promote positive drainage. Notify Landscape Architect prior to planting if ••' lb not disturb root ball. non-draining areas are encountered. PROJECT No. Q ulch-2"uniform depth : •• Topsoil as---rifled. 7. Landscape Contractor shall be responsible for adjusting all valve boxes and water meter DRAM BY: except adjacent to rootball- Rough sides and bottom of boxes to correct finish grade during installation of topsoil and finish grading as SKYTECH - �.- hold mulch depth to 1"% planting pit applicable. CHECKED BY, 8. Plant material will be first quality as determined by the Landscape Architect and will be HEIDI Finish grade. III I Undisturbed subgrade. removed from site and replaced if rejected. CAD SAVED NAME: •�• •• •%�,• Tree shall bear same relation 9. Plant material will be fully rounded, branched evenly and uniform in shape. Tree A L2.DWG ,I Topsoil as specified. _ to finish grade as it bore to canopies will be matching. •; .'. 7• •i , Rough sides and bottom S • •:• ••• '• of planting pit. ^Ous groom 10. Landscape Contractor to remove plant material as,shown on Plan. Do not disturb . . • ! .• •� existing plant material to remain. Removal shall include entire rootballs as well as top • r••• Scarify pit bottom. ndistrubed subgrade. Verify positive drainage before growth. existsBackfill depressions with specified topsoil even, level grade to match existing. 11. Roots of existing plant material encountered in installation lation of Project shall be protected. Plant shall bear same relation planing tree. �- to finish grade as in nursery. 12" When roots are larger than 1-2 inches in diameter they shall be exposed by hand and cut fY TREE PLANTING DETAIL cleanly with a saw or pruners. If roots are injured, fork soil back several inches exposing Varies-refer to on Scarify pit bottom. areas beyond the injury and cut cleanly so that injured areas are removed. center specification Verify positive drainage No Scale 12. The review and approval of all plant material by the Landscape Architect prior to planting r 6" before planting shrub. is mandatory. O Asphalt Ping 13. Plant material will be maintained and watered to insure optimum water level at all times U cj T_ during Project whether in holding area or planted. # SHRUB PLANTING DETAIL Concrete curb. 14. Provide the Landscape Architect with a list of all plant material with nursery suppliers and W 2 Q Z locations indicated to ensure plant material availability a minimum of one month prior to � 1 gal. — 7 gal. and B&B No scale 2"Mulch. project start date. O cld Q U - - - - ---- - - Hold down 2"from 15. Install "V"trench in all beds ( both new and existing) as shown on Details. top of curb and roll 16. All plant material will be planted in topsoil with the top of rootball level with finish grade. U) C) Q back into planting bed Any plants installed above grade and backfilled with mulch will be replanted or rejected. F- I 'V • MAI � making a"V"trench 17. Provide and place 2" bark mulch in all planting beds as shown in Details. Q U m Z Sidewalk 2" , • ti • 18. Stake trees as shown in Details and remove stakes after Guarantee Period. ?� -) 5 i• 17. All work areas shall be kept clean, neat and orderly at all times. Dirt and rubbish shall be 1 0 Q • ,��Topsoil as specified,2"Mulch. kept off paved areas during construction. Project area shall be left clean and neat at the LL T O CIO'O � Hold down 2"from = end of each workday. Q 2„ trip of walk and roll 19. No plant material substitutions or Additional Work will be completed without prior written U) Q o • • ;A• 0 o: '•s• �' back into planting bed `O, • Subgrade, approval of the Owner or his Representative and the City of Auburn Planning Director in Asphalt paving• •• >• • • • • • making a"V"trench. ► • •k Hold down 4"from the form of a Change Order. • o ' o G .p p o o • • , A p top of curb. 20. A final walk through will be scheduled for Project Completion. All items on the punch list a • .• must be completed before Conditional Acceptance of the Project. Landscape •o e a ' C °O �•�O • ��v "' • Topsoil as specified. S O maintenance of the entire Project shall be the responsibility of the Landscape Contractor G until Project is accepted. .10 ► 21. Warranty/Guarantee all plant material, material and workmanship for one year following Conditional Acceptance of Project. Replace any dead or dying plant material as required by the Landscape Architect or Owner during and/or after the Guarantee Period. All replacement plant material shall be as originally specified on the Plan. EFT it?,_= TYPICAL "V' TRENCH DETAIL TYPICAL "V' TRENCH DETAIL 22. See Section 02900 Landscaping in Project Specification Book. LANDSCAPE At Sidewalk/Planting Bed No Scale At Curb/Planting Bed No Scale DETAILS ' PROJECT REF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPING REQUIREMENTS. SHEET NO. Approved By: SANv L2 L A N D J G A F E D E T A I L 5 Date Approved: b4.20.OI 03 D 17IS a SARMAr ��(M7)pYQ�Q u�1 ik U ,D No. 43 Date: 0 -_---_ REVISIONS 3/4 - ' EEVE e% • 3/4" —=— F 3/4" l 3/4" 1 • i, ' l/ i I i II I II II • - - - - - - -- - - - - - - -- Royal A.Waldock - - w _ w Irrigation Consultant �I I P.O.Box 64271 L� 3/4" UniversifY ace.Pl WA 98464 2" SLEEVE I _ _2" SLEEVE_3 4.. 253-460-1612 -- �J --- s 1.,1 - - _ - - -`E" -- _ _. i suumuES � � DATES OWNFR: tlUI 'IN. REVIEW DATP. 1 1 1/4 G3 Z9 . iI I I V7STOREY N 0 . 5 31 MANUAL DRAIN I SAFEWA I � �I I I I T 1 1/4" MAINLINE . L4-J � I I z s � Z d _ ___ _ I 3/4.. �� I L f• � to _ I T 2" SLEEVE I •� - 2' SLEEVE 3/4" _ ___.:-� --- _ - __ ./ 4 Vi III 1/4 - -3/4 � 3/4 1 i I � � oc II - � I f ♦_ I V � o 1 1/4". I '�, s IE - - 3/4„Lq IT- V6 e 1 1 1/4" ®� I i m I s I n m I 1 T ` I I x CII I I FevF u' J �� er IC T No 3/1" . - . T T _ 3 SLEEVE _ oR1 J ILv- _� 2 SLEEVE - 3/4 33/4"� 1 1/4" 3HECKLL 3Y: 3/4,,,, ��`I _ D �I _ _ -- -- --- - - - - -- - 3 4 r SAVED NnMEL EXPANSION ° j I 3/4". 6 L3.QW6 Rcycl Waldo-, 3/4, -' PROPOSED 0 1 .. II I I 1 1 'I NV`#'� iOUTSIDE MOUNTED CONTROLLER 2" SLEEVE - I p,ND RAIN SENSOR -------------- - --'l _ .-._---_.-----'-- = -r -- I� ❑ - � �- sLEEv- 3/41 _ - -3/4 3/4" I I. z 13/4„ 2" SLEEVE I , v I CJ Z V5 2 SLEEVE �2 .SLEEVE - - � n T� a 3 4 — T e — — C� 1 — 1 1 4 " 1 1 4" - I O exlsrlNc 1 � Z - _3" SLEEVE IRRIGATION METER T �- r� 3 4" / TT 1 II 3 4" e 4" � CJ / 3 r — I I / T 9T 2" SLt VE .�� T Q VJ I I I I � � 1 1 d' MAINLINE CV I NEW D A / I 3/4" T I I I I I I I I � I I I I e s 4•�B 1 I/4" � � � / i --------��1 O z Q I I I I I I - P /4' 3/4. 1 1/'K" MAINLINE -, _ y_ 3/4— -- - 1 11/4 T I' ��� --- l -- anu i Dram -- - 3 4' _-__I - - _. . ----VI -- _ _ 4 -- 1.. 3/4 a M 9 - - -- JIM LE�V. �� / / 3/4" 3�4 'f 3/4 �3/<_ - /4' 1 i/`" 3/4� IL 0- O m - - - - - - - - - _ _ — G= ___-- / - POINT OF CONNECTION - -""�- _ - Q Q --- T T- VALET TITLE -= IRRIGATION IPLAN 0' 20' 40' 100' ,HI L NO. No4T. A L_ A \ L3 SCALE: 1" = 20'-0" i F No. 43 VALVE-H ;}4 - *. K-bo PI+±hWIpM.V REVISION) ZfL.IJC.IL V pYG IMA 1 U dX H•801'VG 1 -�� --aulGc coupt� � r EQUIPMENT LEGEND 5wis,55AlvAty`d `�' '� 6PT� oc� Via, yYM, — v�oc �To� I: moo, cnuei�cHr�x n McslY Gov h,+M • Iry eIP•p po ,u "> �Ir^b-0 NK�I� _— ___ � 5 I D 10 — 4-CV1;7 --� 4 1rX 15 Royal("gJ.L00" -�} i�f:�ic0�.1�1-fGl{Cc�p�i)✓F�u� A.Waldock __ - --- — Irrigation Consultant - P.O.Box 64271 �G: » t'.�1�13!���111GK G�1rl.a�IG•� vnl�= POINT OF CONNECTION DETAIL BACKFLOW PREVENTER DETAIL - —w — - — - - "--- Universif Place,WA 98464 f•#rh. ,.Ty. ....�M)f$ -— pi�P✓i,., �,Fu:c Ce -i'Twi- VAwi- ` � T✓ L�] �RIDiz ,Gv a 1?W/lrl�hH A mil" 253-460-7672 ASCc-It_c p i-Al4 H1fe d,1,�N PC)r,W101` _.__._ .. -- — - - f --- - - - 32� .I J tit C7 = EJJv✓ ' W�Lta`d I L Y, eATFS Il©tof®.12 AMA vA - Xxv/G ^" at, onrEs CWVR Io,110 . Ira a ��ut�t-npAlN4 w/ �nr��-tom Lsr� �N• a — ti T1i W1 X ' G f kl JN%�1PI t?7 P�Ord BU ILDwC DEIl: 2r — LATER — REwew oa _: � �I��Ai✓ nryn �r�u�,r�,� �, - f'W5H w/UR4b - 1 I N1fUMaity v>ura {:LU,)M W/TIRADE . T, u' g� hf E CLTYfrOL NIRe —DvY�/Fu L.oI.IN EGTa,� —1 SI1I ,II r,41�� II�RV ijl- Iii i��I gs VALVE SCHEDULE ar = "Vo P/G iJ�-''.^ �;-lii IUNnLI koT"�WliKs MPNuoL bRAP,-I W.LVE 9 @ �' W WP'uPL NO. G.P.M.. . . AREAJTYPE o as p10,11 I ,/a"MHRIt}('.,�•9o'ELJ.. u• r'vo NwLe vnaarae ��WHIaII 1 23.7 SPRAY ZONE IN Iq• CoNMOhJ LG�ITPaL WIRe "o 0'b°o0U°`q�0,B°•'2�o°,?°,o:E,'�d°p.Ce•°°;°,.bO°•"�t--29°GIzP`V�L."1Lr� `xH•90 Pic 1'e.E �11 3I1I �aI -HeoWiFF_ 2 22.1 Q®O= 3 25.7 tNnb �1--1-�•I oc 4 24.9 Z: 2 —5 3.7 6 25.4 �l o I 7 25.9 It J o r � CONTROL VALVE DETAIL MANUAL DRAIN DETAIL SWING JOINT DETAIL PROJECT NOTES.- 1 Irrigation engineering based on exisitng 1" PRC,-CT ND. irrigation only water meter with 72.0 lbs. static DRAW% BY. water pressure. The Contractor to verify prior to SKY-'-CH installation of system. a;F.czED Er: Rcyal Wcicock 2. The Contractor will be responsible for all related cnD SAVED NWE permits and inspections. RI,CWG 3. All equipment shall be installed per state and local _ codes. 4. Underground utilities will be located prior to any site excavation. Call 1-800-424-5555. 5. Provide 24" cover for the main line and electrical CUP" wiring, 12" for all lateral piping. "'�—nMaNOFa TopS�✓ -���,£ ,,, �}�ev9uP/ 6. All sprinkler heads shall be adjusted to maximize coverage and minimize overspray on walkways, and _ ,°Y GoM�PvrED 6k✓.�!LL I T Z buildings. CID Z 7. Install from controller two spare yellow control LO CV H 0 �;>• •'$i'� "I wires, one to each valve No. 1 & 8. All valve /R ®tT ry L✓IhAAJ^ } pli boxes to have a minimum of one spare yellow wire w co co O V 1 4�� inside. Wire splicesshall be within valve boxes () Z_ onlyusing 3M-DBY splice kits. Do hot splice the signal wire between the controller and the valves. Q v<d_w vdce�rav ,, BPDXZEProvide a 24" expansion loop within each valve box I- 0 >cowlDali- owUND C6P GERRE waP Fht for all control wiring. Z M' VCOPPER0. 0GAWXO RW 1'17 i�n .?" 8. Installer to maintain accurate installation records t for the formation of the "Exact As-Built Drawing" a W m Z of the system. LU LLI 0 a 5 9. Install all sprinkler heads with flexible style ILL E O m swing joints as shown on detail .- � '- D 10. Backfill all trenches using "rock free materials", co Q water settle and compact to 85% density. 11. Existing plant material to remain along perimeter planting and planting islands east of store. Use extreme care in excavation of trenches and in system installation to avoid damage to plant material/rootballs. TRENCHING DETAIL ELECTRIC CONTROLLER DETAIL SLEEVING DETAIL SHIM TITLE IRRIGATION DETAILS SRFET NO. NTH '!�-=� 4 SCALE: VARIES 03 17 1S