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HomeMy WebLinkAbout05D1778F a, >e >, X AUBURNCMIl�TO1�T CONS'�RLJCTION �' S�'R' .... PL o � o Q PORTION - OF THE NE/4 OF SEC. 1.8, TWP"21N, RNOW.. C rCT k1rc # oln COMPACTED DEPTH CRUSHED SURFACING TOP COURSE LASS B BANK RUN GRAVEL -THICKNESS VARIES Q _ Q µ 8„ PVC CLEANOUT W/ CAP w s _ A. a_ TYPICAL PAVEMENT ACTION AT END OF PERF PIPE IE 76.00 5TH ST NE _ POSE TRIPLEX Ir Q .,1'�,, w � I- U INFILTRATION C B #1 4TH ST NE . � '�`:. .., . ,.. �'> , � � zo LLJ RIM 78.25 MAX 3H:1V SIDE SLOPE AUHIGHN z V) C, Lati PER DETAILS THIS SHEET SEED BOTTOM AND SIDES 7.5' FRO, SCHOOL 7 _ P L TO NCH W/ BIOSEED MIXTURE / � o w 5 _ � I -. - � •--� I I I I I-� � 25dF 8 PERFORATED NEW PAVEMENT SD JDR 35 PVC S=0.0% r r EXTRUDED CONCRE'E CURB DETAIL { GRASS -LINED SWALE FOR RUNOFF FROM D/W SEE TYPICAL SECTION 55' �41 S=1. 3 f 3'WIDE NOTCH IN CURB FOR ENTRANCE TO r ' r E;_Gf3QDE SWALE TO DRAIN DOWNSPOUT YARD DRAIN - - PER DETAILS THIS SHEET 34' TO CB #1 PAVE TRANSITION FROM TYPICAL 5 PLACES CURB TO SWALE 6'WX4'LONG TO MAKE SMOOTH TRANSITION TO BIOSWALE f )Y FF 81.00 SLOPE PVMT TO DRAIN TO NOTCH IN r " PV T T CURB © 5 FT FROM EXTRUDED CURB r 9 � I r P`. T 5' SIDE YARD 80.50 BLDG SETBACK 5' FROM D/W TO PROP LINE am Art, ,• F. C�r o } :; h' 00 DOWNSPOUT YARD DRAIN FF 81.00 °' PER DETAILS THIS SHEET80. 6„ EXTRUDED CUM` p ' PV CONNECT TO EXISTING WM W/ 1 DOMESTIC WATER SVC 80.50�" 4 FOR NEW TRIPLEX I i 4 IS TI N G I - r r 8G,5� PLEX ri PROPOSED TRIPLEX FF 81.00 DOWNSPOUT YARD DRAIN s } PER DET1 THIS SHEET ` j]1 12.5 SANITAW SEWER 5 f> f EASEMENT TO CITY"OF AUBUI r ram, 11 IN 12" DEEP > a > T., E M AIN ST w y 3'W BOTTOM r } k a N T o WIDTH ¢ r m -W • c ao P " { r �CoT VICINITY MAP ALE SEC T ON > r: (NOT TO SCALE) .�.�"..r. r a <=> - CV IT LEGAL DESCRAia NCN, .. ,,; ° J BIOFILTRATION SWALE SEED MIXTURE Co If r � L r • MOW ,77771, S; i' < r SEED MIX % WEIGHT % PURITY %GENA1N1N TALL OR MEADOW FESCUE 68% 98% 90% SEASIDE/CREEPING BENTGRASS 10% 98% 85% MEADOW FOXTAIL 10% 90x 80% ALSIKE CLOVER 6% 98% 90% REDTOP 6% 92% 85% THE WEST 22.6 FEET OF LOT 18 180.94 FEET OF LOT 17, BLOCK AND THE EAST 52.4 FEET OF THE SOUTH B, FRENCH'S ADDITION TO THE TOWN OF c o)iX N , SLAUGHTER, ACCORDING TO THE PLAT RECORDED THEREOF, RECORDED IN •> VOLUME 5, BOOK OF PLATS; PAGE 53, RECORDS OF KING COUNTY WASHINGTON._, GENERAL NOTES a 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S o ' r REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY =3 oo 't � CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE rn w OWNER, ENGINEER AND THE CITY. a 9 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON - STATE DEPARTMENT OF TRANSPORTATIO14 '(WSDOT) STANDARD SPECIFICATIONS { � FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT (u N SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS LOCATION OF EXISTING SIDESEWER MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB v SITE DURING CONSTRUCTION., ' PER CITY OF AUBURN PERMIT #33, 1 /20/53 oo 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF 4" ' ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 v o 4, y , < r TO SCHEDULE A MEETING. o 00 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE `" CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN t, ! ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY I (� LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, _ auL'Vj UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF r CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING ' r CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR i �` UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, .#' TELEPHONE AND TELEVISION). x w 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE - r EXIST H710-! �- FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR4` - I IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WI LL RIM = 7 9.3 8 T •° ., L v L,^^---•.s.r`._..,.......,,.,,_........_..-»._....,..........,�.w.-.,..,,_.,,..«..__,.,.._.,..._.-.,.,,_..,.....,,,_,..:t r I �� ,- rK tt . �'" , zr m� i'2' > n ADVERSELY IMPACT THE STREET NETWORK HAULING MAY BE LIMITED 0 IE(8" S,E)=69.38 APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. ` - ' ' y�0, 6. THE CONTRACTOR SHALL BE RESPONSIBLE°OR PUBLIC SAFETY ON AND L s. M1; C L STA 1+00 AROUND THIS PROJECT. PRIOR TO THE STAROF WORK, ALL METHODS AND { �1 EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE BENCHMARK 28-A WT EW 20 W DRIVEWAY �Lem 5 4 /ryY CASE MON SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY ' G. _I uAPPROACH P . - - - -------•-- ��'�:'' - a SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY V) EX CONC S W ; : t / '� STANDARD DE AILS r a ;� . �wu,u� , .. _.• <. s - . `�� SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE :"•-'" . , 1, :•:: <-- CONNECTED WITH THEM. _, w ,n. sir - .., ,.._ ..w.z ,:: •. ',,. .. .. ....... ... .. .. .... ..,. .. „ .. .. ,. ,.. a r.- u., .,3.,- .. , � r .. , ... .....�. ,. - , .. , d a•., t_.,, , W ,.. ..- _„ _. .. ,, -._ ., N OF PUBLIC FACILITIES SHALL 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS u ,ryt .ti.. ''X ... •, .. ,_.:..o-, �.. .v.-..... .. a...- _ .-3 ..-.n.,, ... ..o- .ei*, F.. ,a `•5: .. , ... , :.. .:: :. , -.. .r '<::: t. , g ,> a WASHINGTON LICENSED LAND SURVE �g BE DO NE UNDER THE DIRECTION OF A PROFESSIONAL CIVIL ENGINEER. , h. _ �, � ,., y •. _ �.. OR A WASHINGTON LICENSED ..x., 8 CERTIFIED DRAWINGS REQUIRED PRIOR TO PROJECT CCEP Ln T THE S "RECORD CONSTRUCTION DOCUMENT"HANDOUT. .,.. ,.,.. .v .5�P FX UVE EN TS W/ 691.74L ... -_ ,v ,. r.-, . _,.. . -�• � Rig L Z . I .. ..... , _,... .r, ..t , .- e-_ „-. rv.,_ ,. 4.r_,✓._i ..° .. .6 x. a-. .,. .. T.r.. n � 2 ,.. , •.. bc• x .. ....v. <r-x 4.:,r<^t _,•fsw,:F,n,• c.;: c .u,• a�>Y: .,3,G r Lx J =:r.• t YY i n Y .ri TOP SOIL AND LAWN SEED MR&t ° a ' all mo4 t rNN ���, r� � �� � � �, dom ram. m 4w o �.�- � I I I I 1 ' ' .._ ; y,•,:. `• ay , - - 14 �T7 I - --I 11-�.t 1 I I - _ ( • a 'f CLEAN <5% FPS) t� 3/4„-1-1 /2" WASHED ROCK W_ , I ;r 4TH ST N E o r - 36 . A S TE IMPROVEMENT TP AN • 40 MIN , , N LANDSCAPE AREA j �• �\� STANDARD' MAW & GRATE � 6" MIN ABOVE 48" WIDE FILTER FABRIC a . SET RIM ELEVATION TO 78.25 BTM TRENCH 8" PERFORATED PIPE ADJUSTING RINGS (AS REQUIRED) u SOLID CONC. LID"' - LAID FLAT W/ HOLES DOWN a LIFTING HOOK - 8" PVC TEE W/ CAP ON TOP INFILTRATION TRENCH SECTI0N g,. f 77.25 TOP GVL INSTALL TEE IN CB 1-1 ONLY 61 A_, _... V-6" MIN `-•« LEGEND -STREET LIGHT IT SANITARY SEWER MANHOLE �i � � ❑ ❑ 8" !'" SDR 35 PV NEW PAVEMENT ® STORM DRAIN MANHOLE WRAP TOP AND 96tS OF TRENCH W/ .NNE— EXTRUDED CURB 6 TIGHTLINE FROM DOWNSPOUTS ❑ ❑ ® STORM DRAIN CATCHBASIN > MIRAFI 10OX FILTER FABRIC S 1y_e I NEW CEMENT CONCRETE FIRE HYDRANT 1 76.0 8 COMMON g ❑ ❑� • POWER POLE M „ I❑ pd WATER VALVE �- -7 25• 0 20 40 o TELEPHONE RISER Y 30 SURROUND DRYWELL W/ 1" MIN. ° WATER METER a CLEAN WASHED GRAVEL I ❑ ❑ ❑ I ❑ SURROUND DRYWELL WITH DRAINFIELD ROCK 1-1/2 INCH DRAINFIELD ROCK Scale 1" = 20' WRAP TRENCH W/ FILTER FABRIC - ' CONTOUR INTERVAL 1 FEET n ❑ 2-1 /4" SO PERFORATIONS (TYPICAL) BENCH MARK _ , 24' DIA SLOTTED ADS PIPE LAID ON END (bUTIME) ` 3 ��W •JRye W AP CB W FILTER FABRIC CITY OF AUBURN NAVD 1988 o4C WITH OPEN BOTTOM `' / BENCHMARK # 28-A * ' 48 HEAVY WALL DRYWELL MONUMENT AT THE CENTERLINE OF "M" STREET t - ` I 1 C I r< 4TH STREET ELEV = 79.12 NA/ID 1988 . - - ���� _ 70.00 BTM GVL i' DIATOPOGRAPHIC SURVEY BY HOLMVIG/DEWITT ASSOCI S �°p'•,p ses o• 2' I _FfSION AL DOWNSPOUT YA�q DRAIN DRYWIFLL INFILTRATION CATCH BASIN DETAIL -- OR CB #1 „ N TS IRES 6/4/2005 b§ *t,rW4. 41 SITE nATA SITE ZONING: R3 DUPLn/RESIDENTIAL (W/ CUP) LOT AREA: 13,320 SF APPROXIMATE PROPOSED USE: ONE TRIPLEX W/ 3 TWO -BEDROOM UNITS PARCEL NO.: 264800-0137 SITE ADDRESS : XXX 4TH ST NE PARKING REQUIRED: 1-1/2 STALLS PER UNIT (6 REQD) PARKING PROVIDED: EACH APT HAS A 2-CAR GARAGE W/ 2 STALLS IN D/W TOTAL PARKING PROVIDED: 12 PARKING STALLS GARBAGE CONTAINERS WILL BE INDIVIDUAL CANS LOCATED IN GARAGES TYPE OF CONSTRUCTION: 5N OCCUPANCY: R-1 MAXIMUM BLDG HEIQHT: 2 STORY (20-24 FEET) SETBACKS",." FRONT: 20 FT SIDE, INTERIOR: 5 fl`' SIDE, STREET: 10 FT REAR: 25 FT S I TE - D A TA SITE IMPROVEMENT PLAN C-1 SANITARY SEWER PLAN AND PROFILE C-2 'ter i RECORD DRAWING CEOFICATION THESE DRAWINGS CONFORM TO THE CONJ�C OR'S C TRUCTION RECORDS. B Y: D ATE: TITLE/POSITI N: i' CONFIRMED BY CITY. .:_ iOAK A. PROJECT REF: FAC03-0039, JBLD 03-153 A.J. RYK L DESIGNED BY THESE PLANS ARE APPROVED FOR �UBURN'S 11 15 02 " CONFORMANCE WITH THE CITY OF DATE ENGINEERING DIVISION REQUIREMENTS. 02-128 { + ` PROJECT NO. APPROVED BY SHEET C­ ' DATE APPROVEC! _-• p. C0T)D4NGT0N,-CONSTRUCTION 4"0*H STREAU �3URN,WA m . -' ry A PORTION OF NE/4 OF SEC.18,TWP'.-"Z.lN,, RGE 4E9 W.M... r A ' z w 0:2 . . . . . . . . . . . . . . . x 0 z 46 I , U w r^ )J is Z W I I e 1 I < W r WL- .. ! ' ,. ro. n: k' .:.' 1 t„awe+'=-+•.m3'+"&`r=..-. C 00 4 y t I , 1 -. - �• , c CO Cl un _ a N.0 x w, 'ry ,p a; SANITARY SEWER CONSTRUCTION E r ! �. ), Ir � � • Cp .. 1 P� �rz � I 1. PRIOR TO CONNECTION OF SANITARY SIDE SEWERS, THE CONTRACTM SFiAtC 2 N OBTAIN SANITARY SEWER PERMITS FROM THE CITY OF AUBURN. IF THE PROJECT • � INCLUDES THE CONSTRUCTION OF A NEW SANITARY SEWER MAIN, PERMITS WILL � I i NOT BE ISSUED UNTIL THE CITY HAS ACCEPTED THE NEW SANITARY SEWER MAIN. -s 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FIELD a ,, .�I I� i --- — — ••a...r • VERIFY LOCATIONS AND ELEVATIONS OF ALL POINTS OF CONNECTION TO THE o EXISTING SANITARY SEWER SYSTEM. 00 `, 3. NEW SANITARY SEWER CONSTRUCTION SHALL BE SEALED OFF FROM 14E r. U N OF EXISTING SIDESEWER EXISTING SYSTEM UNTIL ACCEPTED BY THE CITY. `z + CI Y OF AUBURN PERMIT 33, 1 20 53 z # / / 4. AS CONDITIONS OF ACCEPTANCE, THE SA11TARY SEWr# MAIN SHALL BE I S A 1+36.5 35'RT SUBJECTED TO A LOW-PRESSURE AIR TEST, CLEANING, AND TELEVISION r L' + Y _,..._ _w_• ._�w N W SS MH #1 INSPECTION. AIR TESTING SHALL BE DONE UNDER THE OBSERVATION OF THE CITY v� T PE 1-48 IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION-'i.3 2 F AND AS _ N TALL SS CLEAN(UT ON F w ST RIM T EX GRADE 80. AH SIDE SEWER AT ESMT LINE Y ,. SUPPLEMENTED BY THE CITY. TELEVISION INSPECTION SHADS BE DONE UNDER " ;' I4 7'$ OUT THE OBSERVATION OF THE CITY IN ACCORDANCE WITH CITY OF AUBURN Q kk Y -- E COA DETAIL SSCO--1 1 "' I 7? 8" 1N �• STANDARD SPECIFICATION 7-17.3(2)H. ` n I I� 5. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE FOR THE _ 00 OVE & REPLACE EX S/W 1 -I CONTINUOUS FLOW OF SEWAGE -WITHOUT BACKUPS WITHIN THE EXISTING m N " EXISTING I�....;� F F- T NEAREST JOINTS _ SANITARY SEWER SYSTEM.$ i3 LFt 6 PVC SIDE SEWER l ' x..l 6. WHEN CONNECTING TO AN 'EXISiINC MANHOLE, THE CON 3R SHALL c� °N° ' PROPOSED TRIPLEX SDR 5 PVC S=2.00� DUPLEX ` HtiLE TO PREVENT �1 STA 2+91 35'RT _ EXCAVATE AROUND THE ENTIRE CIRCUMFERENCE OF THE MAN „ STA 6 h 35'RT .,..vw.._.M.� ems. s r INSTALL 8 SS CLEANOUT z SHIFTING OF THE MANHOLE DUE TO UNEQUAL SOIL LOADING. W/ CONC COLLAR PER COA SEWER 8"X8" 6" PVC TEE 7. KOR-N-SEAL BOOTS MAY BE USED IN PLACE OF SAND COLLARS TO MAKE I �` EXIST SSMH CONNECTIONS OF SDR 21 OR SDR 35 PVC PIPE TO MANHOLE* SET RIM TO 80.50 MATCH EX GRADE A 12.5' SANIT11RY1 SEWER /"` 1 + RIM=79 38 79.32 8 TAMOSEAL CEMENT BASED WATERPROOF FINISH SHALL BE APPLIED TO ALL I E�. B A MENT TO CITY ?OF AUBURN INTERIOR AND EXTERIOR CONCRETE MANHOLE SURFACES. w I E 8 S E-_ fr9--38 9. WHEN CONNECTING SIDE SEWERS TO AN EXISTING SANITARY SEWER MAIN, " " CONNECT TO EXIST S S M H W/ NEW 8" S S � �-..•-_.�.�.,,..�....�..._._._ y •__a ,I - `-- - ROMAC STYLE "CB" SEWER SADDLES SHALL BE USED UNLESS OTHERWISE FROM NW NE IE &9 » I .43 RECHANNEL EXIST MH AS REQD PER COA STND DETAILS APPROVED BY THE CITY. K. + 10. SIDE SEWER INSTALLATION SHALL INCORPORATE THE FOLLOWING .. 54 LF 8" SS SDR 35 PC L STA 1+00 " x F, REQUIREMENTS: �FB 28-A A. SIDE SEWERS IN NEW DEVELOPMENTS SHALL EXTEND FROM THE BENCHMARK _ ... ... ��� — wl. err► CASE MON CONNECTION t'�N THE MAIN LINE TO THE EDGE OF ANY UTIL��Y• I�"� , ■ ., - __.4A_!7 .: . S . LEGEND :ri' #t r---• a.,a,....._. __. _.._...__> -..___ ..._.:.__. J' u1li CACC-OCKITC r)n ' ur DI IDI 1(' DICLJT_!lC—lA/AV U/LJI/ LJC\/CD IC C`Y'C�iL1CD