The URL can be used to link to this page

Home My WebLink About91D1260FRAME AND GRATES I.E. (SEE PUN) 3' I.E. (SEE PLAN) ASHPHALT SURFACE PIPE TO SEWAGE STORAGE TANK 67 CONCRETE PIPE CONCRETE RETENTION WALL - 12" CMP GRANULAR TILL FRAME AND GRATES I.E (SEE PLAN) 67 PVC SUR 53 SIDE SEWER TO OFFICE, S = .016 ft/ft� ASHPHALT SURFACE 6" CONCRETE PIPE WASH TO _/ WASH PAD I I.E. (SEE PLAN) PIEtl I I ACCESS LID o:°° 0 0 o.0 % 0 .p. 0. 9' PVC FROM WASH PAD IF = SHUT-OFF VALVE NO TRAFFIC LOADS ON TANK 7'-r 6'0 PVC SOR 35, TO SANITARY SEWER, SLOPE PER PUN GROUND LEVEL ACCESS LID 50.58 i�-r�, � �r�,I` 1,1 LEAN-OUT0, f / LE. = 46.34 CAP -l' T Y. 6x6x6 PVC TEE RUBBER GASKET JOINTS 41 -"Ir 6' SANITARY SEWER I.E. = 48.08 I LINE FROM OFFICE BEHIND EXIST. EXIST eC.B. DRYWELL TYPE - 2 C.B. C1 SCALE: N.T.S. SCALE: N.T.S. EXISTING 1000 GAL. SEWAGE HOLDING ' GENERAL CONSTRUCTION NOTES SANITARY SEWER CONSTRUCTION NOTE G' TANK MODIFICATIONS FOR 0 W SEP. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 1. REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS. SCALE: N.T.S. 2. STANDARD EPECIRCATIONS SHALL BE 1981 APWA AS MODIFIED BY THE CITY OF AUBURN, INC_DOING AUBURN'S STANDARD DETAILS, 2. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY 6. UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER SPECIFICATIONS, AND REQUIREMENTS. APPROVAL. MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE 3. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OFEXCAVATION, CONTRACTOR SHALL BE RESPONSIBLE FOR PIPE INSTALLATION, TRENCH BACK FILL AND PAVEMENT RESTORATION. J. A COPY OF THESE APPROVED FLATUS AND APPLICABLE CITY DEVELOPER THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 x 4, FOUR SPECIFICATIONS AND DETAILS SHALL BE ON -SITE DURING CON53UCTION• FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (S). THE LOWER END SHALL HAVE A 7. ALL MANHOLES IN PUBUC RIGHT-OF-WAY OR EASEMENTS SHALL BE 2 X 4 CLEAT NAILED TO IT TO ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE, IN 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON- PREVENT W THDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE ACCORDANCE WITH CITY OF AUBURN'S STANDARD DETAIL NO. SFTG-1. SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. SEWER OR TEE SHALL BE INDICTED IN BLACK PAINT ON THE 2 X 4. 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE- 4. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY DURING CONSTRUCTION UPON AUTIJORIZATIO14 OF CITY. CONTRACTOR SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). SHALL NOTIFY ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. 6. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL 5. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION NEW 10' x 20' ASPPALT CAR WASH AREA VICINITY MAP NEW TYPE 1C C.B. RIM EL. = 50.30 I.E. = 48.13 N r i � 16� g r CLEAN -OUT C.B. - DRYWELL RIM EL = 49.88 I.E. (NW) = 43.33 p) O C.O. 2 t��l E. _ O • INT 13 LF r PVC ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. �0 DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. SS' 6. CLEAN OUTS ARE TO BE BROUGHT UP TO MATCH EXSTING 7 LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE IT SHALL BE GRADE 8 PER CITY OF AUBURN RFDUIRFMFNN THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE ITEMS SITU BE THE ENGINEER'S RESPONSIBILITY. S. DOSTNG PAVEMENT SURFACES SHALL BE SAW CLT FULL DEPTH WITH STRAIGHT, UL.iORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION, ALL JOINTS BETWEEN THE NEW AN.) ORIGINAL PAVEMENT SHALL __ PAINTED WITH ASPHALT EMULSION (CSS-1). 9. THE CONTRACTOR SHA- INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITYS STANDARL DETAIL NO. TRSP-1. 10, POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH PATH A MINIMUM IIORIZO14TAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5). 11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 12. DURING CONSTRUCTION, ALL 'UBUC STREETS ADJACENT TC THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. 13. CERTIFIED AS -BUILT DRAWINGS ARE REWIRED PRIOR TO PROJECT ACCEPTANCE REER TO THE CITYS "CERTIFIED AS -BUILT REQUIREMENTS'. 14, ALL REQUIRED LAJDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING CRDINANCE, SECTION NO 18.50. 15. FOR MA810LE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14') WT':_UT I,DDING NEW SECTIONS. 16. ALL MANHOLE AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. STFC-1. 17. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL. 18. THE MAXIMUM. LAYING LENGTHS SHALL NOT EXCEED 12'-6' FOR SUR 35 PIPE, 19. BEDDING FOR PVC PIPE SHALL BE 5/8" INCH MINUS CRUSHED ROCK, FOUR 114CIIES (4•) MINIMUM LNDER, TO SIX INCHES (6') MINIMUM OVER PIPE, AS PER CITY OF AUBURN STANDARD DETAIL NO. CEPT-3. 20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8' INCH MINUS CRUSHED ROCK, SIX INCHES(6') MINIMUM UNDER, TO SIX INCHES (6') MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. NEW 5 LF E 0 SDR 35 21. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL SIDE SEWER, FLAT (NO SLOPE) 110. GEPT-1, GEPT-2 AND GEPT-3 FOR CONSTRUCTION PROCEDURE 22. AL' IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS 'A' EX. 8' SS P"IIK RU'. GRAVEL, MODIFIED BY THE CITY OF AUBURN \ EXIST. 55 MH .. PIPE TRENCII BACKFU MATERIAL MTIIIN THE'MP20VED RIGHT -OF- RIM EL = 50.62 WAY SHALL BE 5/8' WINDS CRUSHED ROCK WHEN CONNECTION IS I.E = 43.42, 1OF (S)] '-PPENDICULAR TO THE CITY STREET. NEW LE. srao+DD �o. U CHICO'S RESTAURANT EXISTING PAVING SAWOUT k REPLACE EXIST. ASPHALT PER CONST, NOTES. COORDINATE W/ BUSINESS OWNER. OWNER TO OBTAIN "RIGHT OF WAY USE PERMIT" TO INSTALL SIDE SEWER IN RIGHT OF WAY. CLEAN -OUT STA. I + 00 i 40' R.O.W. CROSSING DATA I.E. 12" ST 44.05, / TOP .I 6" " PIECE / CN1R. 12'-fi" PIECE OF 6" SDR 35 SANITARY ON CROSSING, BACKFILL W'/ SAND CUSHION 6• BELOW 6' SANITARY TO 6'ABOVE Y 12" ST. W F TTING �yc SIDE Sr WER EXTENTION PLAN STA G + 05 psi WORT SCALE: P = 10' \ O 50.50 EXISTING z CURB / e, (C3) 9 EXISTING CURB 1 9 1 12/ / I / O COMPACT B' EXIST. C.B. - DRYWELL COMPACT EL = 49.26 .E. 43.3 EXISmNG EXISTING CURB - CURB ` �50.23 4 \\ O ch U N � d O g 0 5 �Ir U) 6 W W inn luul (i 2 .. W/ SOLID DD = 50.26 F5 Z ^� eve N 9 Z ? lug O U 0 0 a V) J o Q N Q � SDR 21 S = .017 R/ft METER GROUND COVER z > T EXIST 1000 GAL SEWAGE HOLDING G 11 E TANK TO BE MODIFIED INTO A OIL/WATER SEPARATOR PER DETAIL 1 20 LF 6"1 PVC NEW WATER C 7 cl F21 SIDE P. TO (940, VER C.O.B' W/o �• SIDEWALK ILI FROM 0/W SEP. TO � Z NO TRAFFIC 7. S = .016 N/fl 7. m LOADS ON § LF = 46.02 / TANK � z i EXTRUDED CONIC. CURB It 51 CONTRACTOR 10 UNCOVER EXISTING WATER SERVICE R IDENTIFY ANY COWUCTS. CONTRACTOR TO DISCUSS ANY NECESSARY R ADJUSTMENTS W/ CITY OF AUBURN FOR APPROVAL P 1� 50.43()N JUNIPER � (4' MIN. �__,I 26 WALK OF WALK CI U0U T EXIST. WATER BEAUTY BARK 3' A.C. PAVING z SAWCUT R REFUGE EXIST. �� "^ X SLOPE -� W ASPHALT PER CONST. E- NOTES. COORDINATE W/ DN. 11 11 �I. ' '... BUSINESS OWNER. Q� : _.� <. q�•: ... L11 Z ;Q 6"-%" MINUS Q gtusHEo ROCKW J �PCOMPACTED SUB -BASE W CONSTRUCTION SEQUENCE CURB & PAVING SECTION W / I. PLACE SEWER/POUR. TRENCH FROM OFFICE N.T.S. TO PROPERTY UNE. N 2. CONSTRUCT 10'x 20' CAR WASH PAD. LOT SIZEEXISTING F AND CONNECT 8' FROM WASH PAD TO \ TOOL GAL HOLDING TANK. CONVERT w 3. CONVERT HOLDING TANK TO OIL/WATER 0.15 ACRES (3) N SEPARATOR. 4. PLACE 180' TRENCH FROM PROPERTY TO EXISTING SANITARY SEWER. MANHOLE LEGEND C 5. CUT AND RESTORE TO EXISTING ASPHALT DRIVEWAYS. F DESCRIPTION tJLW EXISTING ZONING: STORM SEWER -SF- ST- SANITARY SEWER -"9 - -SS C - 3 WATER -W- -W OWNER INFORMATION CATCH BASIN ❑ ❑ J;M KEMP FIRE HYDRANT 15916 SE 224th KENT, WA 98031 AC PAVING (206) 630-1227 CONIC. SIDEWALK LANDSCAPING LEGAL DESCRIPTION: SPOT ELEVATIONS THAT PORTION OF TRACT 31 OF WHITE RIVER VALLEY HOME TRACTS AS PER E a PUT RECORDED IN VOLUME 13 OF PUTS, ON PAGE 17, RECORDS OF KING 6 COUNTY, DESCRIBED AS FOLLOWS: SWR # 0129-91 DATE AUG 1, 1991 BEGINNING AT INTERSECTION OF THE EAST LINE OF SAID TRACT WITH THE WEST UNE OF STATE ROAD NO. 5; THENCE SOUTH ALONG THE EAST UNE THESE PLANS ARE "APPROVED" FOR DRAWN OF SAID TRACT, 7 FEET, THENCE SOUTH 59O 27' WEST 49 FEET; THENCE , ".D•B• NORTH 3Z 16' WEST 124 FEET; THENCE NORTH 65 31' 'AORE OR CONFORMANCE W.TH THE CITY OF AUBURN DATUM: CHECKED LESS, TO THE WESTERLY UNE OF SAID ROAD; THENCE SOUTH-EASTERLY E.NGi1NEERING DIVISION'S REQUIREMENTS J.B.R. CITY OF AUBURN BENCHMARK J29-J: ALONG SAID "dESTERLY LINE 112 FEET MORE OR LESS TO THE POINT OF LEAD AND TACK AT CENTERLINE OF BEGINNING, LOCATED IN KING COUNTY, STATE OF WASHINGTON. JOB NO. 9105-086 49th SKEET NE AND •D' STREET ETEVAT.G.� = 46.40' SW 1/4 OF NW 1/4 SECTION 31, T. 22N. R5E, W.M. ApprOVed By9%(Mlny SHEET 140. Dafe Approves: i D- 24 -9 I C 1 OF t Q Aoy q 11> I20 I 0F I