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Home My WebLink About05D17928" MIN. 50' MIN. 00 °Do � o� � M7 O EXISTING PAVEMENT PARKING AREA S"LEFACING PLAN A PORTION OF SEC. 1 TWP. 21 N RGE. 4 W.M. AUBURN, WASHINGTaN NOTE = EXIST. FENCING AROUND �9�oa o o cb3 o�4P o o � USE 4" TO 6" QUARRY SPALLS OR .CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL WITH "FINES" IS NOT ACCEPTABLE. NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND CLEANING THE APPROACH ON A REGULAR BASIS. 2. ADDITIONAL QUARRY SPALLS 'MUST BE ADDED IF DIRECTED BY THE CITY. 3. THE 50' MINIMUM LENGTH SHALL BE LENGTHENED IF DIRECTED BY THE CITY. TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT-OF-WAY. ITIMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE 3' APART MAX, 3/4" OR LESS WASHED ROCK FILTER OVER FILTER FABRIC SCALE: 1" = 30' _-2"x2"xV(MIN.) WOODEN Y -CATCH BASIN) SEDIMENT W/ GRATE SUMP BURIED FILTER TYPICAL FABRIC (4 SIDES) CATCH BASIN PRO K;1 ION DETAIL NTS EX. 10" OUTLET \ IE = 42.35± O 6� Incline SeparafOrMedia SAWCUT AND REMOVE 10' OF EXIST. A.C. PA' TO ALLOW 'FOR TRAN OF NEW PAVING TO M" EXISTING. -- STAKES, DRIVEN INTO GROUND 18" (MIN.) IN NOTE DEPTH. 1) DO NOT PLACE FABRIC UNDE 2) APPLIES W/ SUBGRADE WOR SLOPE= 2:1 ONCE CRUSHED ROCK PLACEI r PROCEDES FOR FINAL PAVING UCCG RATE W/ FABRIC & REMOVE MIN.K L TW G CBIGADJUSTMENIT. 1 I , -1iI= EX. A.C. PAVEMEN' 6" DEEP x 12" WIDE REMOVE EX. 1.0" SD AS REQUIRED. INSTALL INSPECTION TEES @ INLET AND OUTLET OF OILIWATER SEPARATOR. N 3" Oil Outlet Sludge Outlet Separator Vault Mfg. by PIPe_ NOTE: OIL/WATER SEPAR, VAULT AND LID Sl MEET HS-20 LOAE CONTRACTOR SHA MANUFACTURER'S L' TIONS OF VAULT PR10R TO CONSTR \ Flow Baffle COALESCING PLATE OIL -WATER SEPARATOR (PIPE INC. - MODEL 612-SA OR APPROVED EQUAL) -ram e OtF'FtGd SAWCUT LINE, 12" EXIST. PAV'T.� I� MATCH EXISTING / PAVEMENT ELEVATION WITH SMOOTH TRANSITION AT SAWCUT LINE. SLOPE VARIES 2" (COMP. DEPTH) A.C. PAV'T., CL. 'B' CRUSHED ROCK BASE ( 51e"-) DEPTH VARIES (I" MIN. COMPACTED DEPTH) EXIST. GRADE TO BE CLEARED OF ALL TRASS AND DEBRIS. FINE GRADE AS NECESSARY. COMPACT TO 95% ASTM D-1557 STANDARDS. PAVING SECTION (NTS MEET 8 M EXIST. PA @ SAWCUT EX_!_ STORM RIM THWORK QUANTITIES: EXCAVATION 1 280 C.Y. FILL = 280 C.Y. (NO IMPORT) O EX. CB CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF AUBURN. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL. 3. PROVIDE CATCH BASIN PROTECTION FOR ALL EXISTING ON -SITE CATCH BASINS. 4. CLEAR ALL VEGETATION AND DEBRIS FROM EXISTING SURFACE AND FINE GRADE AS REQUIRED. 5. PROVIDE ADDITIONAL TEMPORARY EROSION CONTROL MEASURES AS NECESSARY TO CONTROL EROSION AND PREVENT SILT -LADEN WATER FROM DISCHARGING FROM THE SITE. SURVEY DMA: C.O. AUBURN BENCHMARK #32-Y : CHISELED "X" NEAR SOUTH EDGE OF STREET LIGHT BASE AT THE NORTH SIDE OF 37TH. ST. NW, FIFTH STREET LIGHT WEST OF B.N.R.R. TRACKS; THIRD STREET LIGHT EAST OF U.P.R.R.. EL.= 48.52 SITE BENCH- t SPIKE IN SOUTHEAST FACE OF POLE 2.7 FT. MARK NORTH OF NW. PROPERTY CORNER. EL.= 45.94 DATUM : CITY OF AUBURN LOT AREA = 3.57 AC. ZONE = M-2, HEAVY INDUSTRIAL SITE ADDRESS , ROSE ST. NE. @ "D" ST. NW. 77TH I ST S 277TH SL .. SI 277TH ST 5 ZT7IIT R• ( I L2N0 i ST NET FI T 01 AS `° I � >E `� 49TH _ ST NE 31 w 36 p 1 Z I YALLEr LN I II NE 9G ST < S �84T 0 (~ S 2D5TH ST 44TN ST i t 87TH ST 01 W//�)/.��/ 3 I la EA � o I I /,1'K ' I, 42ND ST I I ..i`r NE --- aME 1 St NE 700 TH gpp �\ 1 �1/ 37TH 3 5T WE 37TH S - j / $ ST NE 7 Ld cc !zs.T LL.11 wl 35TH 1 sr `� I I STNE \\ c4 Z a v 6 i \ a7euRR ' m G�HIW T PH_ NE �`r� Z S 299TH I » STD x' Q`-�i �4� REGfONAL Q ST I "� / LL S 0 MJ O 29TM ST NW 2 7H ST NN gRµN4/,N GOLF zS I 2BTH ST NEcoupsi r / /�•. i 26TH ST NW � T NE 26T r ' WE 1 h 25TH ST NW NICIPAL, F I N JR HST w\ - _ _ s mdam I I - W 24TH 0 N / R ��22ND S N� r A�RPpRI NN 9 F 2OTH S 7 ESL r 22ND J _ WCLY r I ST NE ' PARK 775T 5T Y U hh I � i NE 9 18 I L 7 NE fit. 17TH N\r. 19iH � En 15TH ST NW ST 3 PAff w NE NE S FF E m Rtrx ST i .; 1crH 14N ST 14 Too 40 TH NE. 15 p P '"' IVERVIEII 14TH ST - 14TH ❑ST NE'% DR y • • _, o � N A 12TH 'pG' ST NEG '' 12 ST NF e . ♦N _ i H VICINITY MAP LEGAL DESCRIPTION E The North one-third of Tract "D", Town of Christopher, according to the plat recorded in Volume 7 of W plats, page 30, in King County, Washington. OD 'MiGMER WITH that portion of South 288th (Bose) Street adjoining Tract "D", Town of Christopher, OW�I according to the plat thereof recorded in Volume 7 of plats, page 30, records of King County, a CO 0 Washington, described as follows: X 0 W BEGINNING at the Northwest corner of said Tract "D"; J r THENCE North 000 35' 07" West along the Northerly extension of the West line of said Tract "D" !M 30.00 feet to the North line of Section 1, Township 21 North, Range 4 East, W.M.; co THENCE North 890 36' 30" East along said North line 371.98 feet to the Northerly extension of the UJ J co -PAVEMENT East line of said Tract "D"; J THENCE South 00' 33' 01 " East along said East line 30.00 feet to the Northeast corner of said Tract "D"; > r THENCE South 89° 36' 30" West along the North line of said Tract "D" 371.96 feet to the POINT OF BEGINNING. Q %ftwoo E LO Z WCUT LIMITS,aV.) GENERAL CONSTRUCTION NOTES: TCH EXISTINS P OEMENT 'H SMOOTH TRANSITION SAWCUT. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). �e 5. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE iri a . Q STORMWATER RUNOFF BY USING TEMPORARY EROSION/SILTATION CONTROL PROCEDURES. V3 6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE ITEMS SHALL BE THE ENGINEER'S U) M m Ir RESPONSIBILITY. x U Y Y rn Q o n 7. EXISTING PAVEMENT SURFACES SMALL BE SAWCUT FULL DEPTH WITH STRAIGHT, v d UNIFORM EDGES 12 INCHES (124) OUT FROM THE EDGE F EXCAVATION. ALL m m > JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT ALL BE PAINTED WITH u ° m ASPHALT EMULSION (CSS-1). 0 n A O U < C3 TORM MH TYPE II 8. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT ■ 47.87 l24" CONC. WI SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY. I! 9. CERTIFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO "CERTIFIED AS -BUILT REQUIREMENTS". C4 N 10. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING m ORDINANCE, SECTION NO. 18.50. U) 11. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH c14 BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. p>I C ■ C e4 GRA 0012-94 ■� STM 0069-94 IMc 0 C Umt f� THESE PLANS ARE 'APPROVECr FOR LEGEND: CONFORMANCE WITH THE CITY OF FOR ` ENGINEERING DIVISION'S REQUIREMENTS M1m m --47 EXISTING GROUND CONTOUR �j� i ]C Approved By: �aN/Yw1L SA2 A6-%2 EXISTING GROUND SPOT ELEV. y Data Approved: � � 'o ---��-- - - EXISTING STORM DRAIN ----ter - -- EXISTING EDGE OF PAVEMENT C > a EXISTING CHAIN LINK FENCE C as PROPOSED FINISHED GRADE SPOT ELEV. ti • w NEW A.C. PAVEMENT �►~�� I r N 1.001%-0. FIN. GRADE SLOPE 8 FLOW DIRECTION 00 2�• EXISTING FLOW DIRECTION PROPOSED LIMITS OF PONDING 1114 E 00 ro IEXPIRE8:�3-2�-�1.� ► N OSD179,2