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HomeMy WebLinkAbout01D1611I■ SITE PLAN NOTES: 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND DETERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE DIETERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LIVE TO THE METER *0 THE EXISTING WATER LIB IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR 911 LL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED #4 R PORT ANY COIWXS TO THE OWINERMMEER PRIOR TO CONSTRUCTION. 2. SVNW LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, SAM ACTION AND SUPPLY LIME, AND BUILDING SYSTEM BY OTHERS. A SEPARATE c DETAILED PLAIN 9NALL. BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRIWLER � C"ACTOR AM APPROVED PRIOR TO INSTALLATION. THE DESIGN SHALL I4CLUDE THE ITEMS A8014 AS WELL AS DETAILS FOR RODDI G AND BLOCKING. VERIFICATION OF PIPES 94 MN k PIPE SIZES OTHER THAN THOSE SHOWINN BY THE SPRINKLER CONTRACTOR. 3. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE w 70 ANY FIRE VEHICLE FOR FIRE F104I G AND PUMPING OPWITON. � 4. FLOOR DRAINS TO BE INSTALLED SHNALL BE DIRCIED 70 THE SANITARY SEWER VIA AN AN APPROVED OIL/WATER SEPARATOR. 5. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND ACTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVIOD GLARE FOR MOTORISTS TRAVEL ON All ENT STREETS. 6. STIEET CURB SHALL BE PAINTED OT14 FOIIIMULA ND -Y1, FAZE FEET FROM EACH SIDE OF DRIVEWAY. 7. PROVIDE HOSE BIN *PERIMETER OF BUILDING PER 0*0 REQUIREMENTS. 8. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FILE OF BULLING AS/IF REQUITED MATCH EX. GRADES 0 BY THE CITY OF AUBURN. 49.00 (1) 9. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE Nk GAS SERVICE W/ UTILITY CONTRACTOR SHALL COWINAIE POW, CABLE, RHIONE A GAS SERVICE LOCATIONS W/ DEVELOPER 000. a, 10. MINIMUM OF 42 INCHES (4Y) OF COVER OVER WATERMAINS. 1t, A FIE SPINN W LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY NNE FIRE MARSHALL CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. 12. THE 000 WILL POST "CUSTOMER AND SERVICE PARKING ONLY" SIONAGE ALONG THE NORTH BUI111IIG LIE (12 STALLS) ADD ALONG THE SOUTH PROPERTY LINE (24 STALLS) SHEET INDEX C1 SITE, WATER Nk SEWER PLAN C2 STORM DRAINAGE & GRADING PLAN C3 DETAILS NV NOTES Li LANDSCAPE AND TNON PLAN A1.1 MAIN FLOOR PLAN A1.2 MEZZANINE FLOOR PLAN A1.3 (REFLECTED CEILING PLANS A2.1 ELEVATIONS A3.1 ROOM SCHEDULE & DETAILS A3.2 DOOR S WJLE & DETAILS SO FOUNDATION PLAN St FOUNDATION PLAN S2 MEZZANINE JOIST PLAN/DETAILS FIELD LOCATE EX. WATERMAN INSTALL CONTRACTOR SHALL REMOVE: 1-8-X6" TEE (MJXFL.) EXIST CAP k BLOCKING 1-6" G.V. (FLXMJ) INSTALL: 1-8"X8"XS" TEE (FLXFL)FL) 1-FIRE HYD. ASSY PER 2-W G.V. (FLXMJ) CITY OF AUBURN STD 1-8" CAP DI WAFH-1 COOC THRUST BLOCKING mw 2 INSTALL: 1-8" 45' BEND (MJXMJ) 1-6"X8"X8- TEE (FLMJXMJ) CONC. THRUST BLOCKING 1-6- G.V. (FLXMJ) 8 INSTALL: CONC. THRUST BLOCKING. 1-45' BEND (MJXMJ) Q INSTALL: 1-8"X6' REDUCER 1-6"X8-X8" TEE (FLXMJXMJ) CONC. TOM BLOCKING 1-6" G.V. (FLXMJ) EX. F.N. TO BE REMOVED 1 FIRE HYD. ASSY PER CITY AND COORDINATED W/ CITY OF AUBURN STD OIL WAFH-1 CONC. THRUST BLOCKING M k 0 CONNECT EXIST. 6' MAIN TO PROPOSED LOOP AT THE 8»X6" Q INSTALL.: REDUCER. # i" SUPPLY, NEW METER BOX & ® RISER AND DDCV ASSY. PER i' iwETER PER CITY SIDS. 1 Y«" SUPPLY PER CITY STD. * CITY OF AUBURN STDS. do DTI. TLOLDN0. WASM-1 D SEPARATE SP04KLER DRAWING INSTALL: 1" DEDUCT TAN METER k BACKFLOW VALVE PER CITY OF AUBURN STD. DTI. NO. WADM-1 (SEE L/S PLAN) NONE: ADDNTTONAL. FITTINGS Nk PIE MATERIAL MAY BE REQUIRED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE NECESSARY FITTINGS AND MATERIAL TO ASTIR. THE WATER SYSTEM. * NOTE: WATER METER SIZE AND SUPPLY LINE SHALL BE VERIFIED WITH OWNER/ DEVELOPER. SI"AW SUPPLY LINE SHIM. BE DESIGNED BY SPRINKLER DESIGNER. CONTRACTOR TO VERIFY SIZE OF TEE k LINES W/ DESIGNER PRIOR TO INSTALLATION. III woww"No F. 30.00, LEGEND DESCRIPTION ROOF DRAIN * STORM SEWER SANITARY SEWER SS WATER W GAS LINE FIRE HYDRANT A WATER VALVE Z WATER METER Ill CATCH BASIN STORM MANHOLE CUSTOMER PARKING OX AC PAVING CONCRETE LANDSCAPING EXTRUDED CURB�t RIDGE LINE - RIDGE CONC. RETAINING WALL PAVEMENT FLOW ' CONTOUR 112 SPOT ELEVATION UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL SIBLE FOR VERIFYING THE LOCATION, DIMENSION, NSION, AND DEPTH OF ALL EXISTING UTI.N71ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AMMO SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING U71UTY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS 70 PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTI171ES AS SHM ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICT'S SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDW NTH CONSTRUCTION. LOCATED IN N.W 1 /4 & S.W. 1 /4, SECTION 6, T21 N, R5E, W.M. AUBURN, WASHINGTON 15' PUBLIC ( I WATERLINE I 3 EASEMENT ( I SITE WATER & SEWER PLAN (BY OTHERS) I i I 1 "= 30' I # SEE SHT C2 FOR STORM DRAINAGE PLAN WATER MAIN W/ WATER Nk SEWER IN BACKGROUND NSTALLED BY )THERS "VERMAZONN ( I >h » CSC GON I 514" i 2" A.C. PAVING 'AC 000-0014 _ I I I 1505 i 1=1 11=1 .. SLOPE I I DN O EX. 15' WATER -� EASEMENT TO THE CITY OF AUBURN REC. NO. 9011090521 ru R OIL Mt!TER SEPARATOR 92E FLOW RATE 5 GPM (V«'I HOSE BIB) MIN. DETENTION TIME = 45 MIN. MIN. VOLUME = 5 GPM X 45 MIN. = 225 GAL. < 450 USE 450 GAL. (I./WATER SEPARATOR 2 OIL WATER SEP) Cl N.T.S. EX. POWER TRANSMISSION TOWER -*-- CONC. CURB o o p® o o C, * NOTE: CONSULT SOILS ® oO o 0 0 0 0 0 0 0 0 oeo .o _ I- I ENGINEER/ TESTING 1=1 11=1 11=1 I I I II-III-1 I I-1 I I_-' ' LAB FOR PAVING RECOMMENDATIONS * 40- "MILLS 0 HEAVY COMPACTED SU8-BASE TRUCK AREAS (IF ANY) CRUSHED ROCK PER SOILS REPORT/ BASED ON SITE SPECIFIC TESTING LAB CONDITIONS. CURB & PAVING SECTION :1 N.T.S. UTILITY VAULT MODEL 660-SA OR EQUAL, AASHTO H2O DESIGN REQUIRED, FOR COVER SLAB, CONTRACTOR TO SUBMIT MFR DATA FOR APPROVAL Ile FLOW DIFFUSER OIL RETAINING BAFFLE T/SLUDGE 3 0 o Q I • a SECTION A -A DETAIL - RIM 52.30 INSPEC110N TEE �--- OUTLET IE 6- PVC W/ VALVE RE -USE EXIST, 4' SIDE SEWER PER 37TH ST NE DEVELOPER, IF SIDE SEWER IS 4" CONCRETE THEN REPLACE WITH 6" 35TH ST PVC SDR-35 0 1.5X AS/IF REQ'D ,---- r SITE 167 STA. 01193 co EX. 6" SIDE _ SEWER N 00'57' " W I - I 18.50' i � - AUBURN AIRPORT I I EX, LIGHT I EX. 8" STANDARD 35' I VICINITY MAP N R.O.W. i 3 NTS I N I I SITE DATA: I I SITE AREA...................................................1.76 ACRES (i) EX. 8" I I ZONING...........................................................C3 I I OCCUPANCY .............. ............................. ......... B, M, S3 CONSTRUCTION................................................5N SPRINKLERS..................................................... YES SETBACKS REQUIRED: I FRONT (NORTH) ................... ...................... 20' SIDE.........................................................NONE SIDE STREET............................................15' rREAR .:.....................................................NONE I I SETBACKS PROVIDED: '� I ► NORTH......................................................64' HOLD) SOUTH......................................................66.5 I EAST.......................................................5 + m I� I .�. I I VEST.......................................................100' �+) BUILDING IMEA................................................15,4Q0 SF + 1,f� SF CANOPY I I "Q EX. 42 ALLOWABLE BUILDING AREA: EX. 12" i I BASIC .................................. ..................... 8,000 SF ISPRINKLER INCREASE .................................300'X I ( SETBACK INCREASE.............. .................. : _100% (MAX.) 1454 I I ALLOWABLE AREA......................................48.000 SF I I IPERCENTSITE COVERAGE.................................23% - - PARKIN : -SD- I SALES OFFICE...........................................500 SF/250 VEHICLE REPAIR ........................................ 9,800 SF/400 i I PARTS SALES .... ....................................... 3,500 SP/500 i Ln I I PARTS STORAGE/ MEZZ.............................3.200 SF/2,50o HOLE 35 STALLS it 8" Q.I. 2H1 ® PARKING PROVIDED ..........................................4R (/C) CUSTOMER SERV ICE -6" W- OWNER INFORMATION: 6 I -AUBURN VALLEY MOTOR GROUP IA ATTIC MR. TITO ROEMPKE 30 AUBURN WAY NORTH F 8" D.I. 22 AUBURN, WA. 98002 PH: 253 854-9260 FX: (2M) 9S -7043 i PROJECT SURVEYOR: / ( CENTRE POINT SURVEYING I 1 33639 9TH AVENUE SO. i 1 FEDERAL WAY, WA. MW �_ _ - -► PH: (253) 661-19M PARCEL NUMBERS: 000400-0044, OWQO-0061 n� � W T ^� W w C'4 w x --} W U- W z U � p CIO ov 0 00 -.� C r4r) j� SAO a '► COLI­ .� CID O :z :t W .J I'W:M wI Cam: C1! W ram; cft LEGAL DESCRIPTIONS: LEGAL DESCRIPTIONS: (CONT.) I PARCEL 000400-0044 PARS 000400-0061 THE SOUTH 240.5 FEET OF THE FOLLOWING: BEGINNING AT A POINT ON THE WEST MARGINAL LINE OF STATE -) THAT PORTION OF THE HARVEY H. JONES DONATION CLAIM, NO. 39 HIGHWAY NUMBER 5, 1230.05 FEET SOUTH OF THE NORTH LINE IN SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING OF THE SOUTH HALF OF THE HARVEY H. JONES, D.C. NUMBER COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 39, SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M IN BEGINNING AT A POINT ON THE WEST MARGINAL LINE OF P.S.H. NO. KING COUNTY WASHINGTON. 5 (EAST VALLEY HIGHWAY) AS IT EXISTED PRIOR TO 1964, 989.55 THENCE SOUTH 89' 08' 45" WEST, 181.0 FEET, FEET SOUTH OF THE NORTH LINE OF THE SOUTH 14 OF SAID H. H. THENCE SOUTH 0' 5i 30" EAST, 79.0 FEET; JONES DONATION CLAIM, SAID POINT BEING ON THE NORTH LINE OF THENCE SOUTH 89' 08' 45- WEST, 19.0 FEET; BONNEVILLE POWER EASEMENT AND MARKED BY A CONCRETE MONUMENT; THENCE SOUTH 0' 57' 30" EAST 143.0 FEET; THENCE SOUTH 89' 08' 45" WEST, ALONG SAID NORTH LINE OF BONNEVILLE POWER EASEMENT, 497.11 FEET, TO THE NORTHERLY THENCE NORTH 89' 08' 45" EAST TO WEST MARGINAL LINE OF P.S.H. NUMBER 5; PRODUCTION OF THE EAST LINE OF THE PREMISES DESCRIBED IN THE THENCE NORTH ALONG THE WEST MARGINAL LINE OF SAND HIGHWAY TO F �- CONTRACT RECORDED UNDER RECORDING NO. 5566617; POINT OF BEGINNING THENCE SOUTH 0' 55' 30" EAST, 462.5 FEET, EXCEPT THE EAST 5 FEET nWOr THENCE NORTH 89' 08' 45" EAST, 497.38 FEET, TO THE w AS CONVEYED TO CITY OF AUBURN BY DEED RECORDED UNDER RECORDING NUMBER 61 AFORESAID WEST MARGINAL LINE OF P.S.H. NO. 5; THENCE NORTH 0' 57' 30" WEST, 462.5 FEET, TO THE POINT OF EXCEPT EASEMENTS AND RIGHTS OF WAY TO UNITED STATES OF AMERICA BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE RECORDED UNDER RECORDING NUIiIffRS 3251216 AND 4970569 EXCEPT THAT PORTION CONVEYED TO STATE OF WASHINGTON UNDER OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO 5823137; RECORDING NUMBER 5823137. AND EXCEPT THE WEST 30 FEET AND THE EAST 10 FEET CONVEYED TO CITY OF AUBURN BY DEED FILED UNDER RECORDING NO. 6148985; DATN THEREOF LYING EAST OF A LINEDESCRIBED ASFQ VERTICAL DATUM: BEGINNING AT A POINT ON THE WEST MARGINAL LINE OF STATE CITY OF AUBURN NGVD 29 VERT. HIGHWAY NO. 5 (EAST VALLEY HIGHWAY) AS IT EXISTED PRIOR TO OF THE TH OF �O TH AI ►H�� ' OF THE HARRVEYH.H.I SAS ABovE SITE BENCHMARK: S NATION 1 339, MENTIONED; THENCE SOUTH 89' OS' 45" WEST, 181.0 FEET; BENCHMARK 129-E., RR SPIKE ON POWER POLE, THIRD THENCE SOUTH 0' S7' 30" EAST, 79 FEET; POLE EAST OF AUBURN WAY NORTH OF HITCO BLDG. THENCE SOUTH 89' 08' 45" WEST, 19 FEET; ELEVATION: 52.98 (CITY OF AUBURN DATUM) THENCE SOUTH 0' 57' 30" EAST, 143 FEET TO THE TERMINALS OF SAID LINE, SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. GRA 0033-99, SEP 0014-99, BLD 00-0135, FAC 00-0023 RECORD DRAWING CERTIFICATION PROJECT REF: _ FAC 00-0023. BLD 00-0135 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONSTRUCTION RECORDS. WTH THE CITY OF AUBURN ENGINEERING DIVISION'S REV. DATE BY DESCRIPTION BY: 1�� `` DATE: ` 1 -D I REQUIREMENTS 1 07/24/00 G.110 CITY OF AUBUION COMMENTS TITLE SIT ?.j - APPROVED BY e....+. S -P� 'l "Il �0 2 08/08/00 G.MO CITY OF AUBURN COMMENTS CONFIRMED BY CITY DATE: / / 3 01/31/01 G.MO AS -BUILT ONAIVOIr DATE APPROVED:- T 4 0111/0I ! 41p A1�!► 5 w 4d � s H c- tJ'? s/# /Ao 91 « r La I �4oq,309 0 l Q I I6 (( LOCATED IN N.W. 1 /4 & S.W. 1 /4, SECTION 6, T21 N, R5E, W.M. EX. POOR C„ AUBURN, WASHINGTON TRANSMISSION TOYER ` � yy� (2) CELL DETENTION/WETPOND WET POND i • i DE1 CIF 1 !P ELEVATIONwl BOTTOM ELEVATIiSTORAGE)• i l // WET POND BERM ELEVATION11 CONTRACTOR IS 1 INSTALL A 1' MIN IMPERVIOUS CLAY,�, • �I SOIL BASED FOUNDATION FOR THE PROPOSED DETENTION/ WET POND BOTTOM TO ELIMINATE PERCOLATION. a ON, � 1 1• 1 1 1 � yy 3"4-�%` _ 2T4<"! ORIFICE ORM PLAN VIEW CB #4 RISER DETAIL HIJ N.T.S. 12' UTILITY CONFLICT NOTE: CAUTION: n A'A At rc EX. POWER I BOX EX. LIGI-T I `r EX. POWER EX. LIGHT STANDARD I { I ` BOX STANDARD I I bt EX. LIGHT I I I LEGEND STANDARD EX. 6„ SIDE ' DESCRIPTION NEW EXISTINGCD - -- - I SEWER ROOF DRAIN RD - - -RD - - - MATCI EX. r 176.00' �, I _ X --X--- s-------�.-- V, (iADES _ - - Q SS - - - - -`J`S _ STORM SEWER SD - - - SD - - - �TYP) S 89'08'45" W - 17 00' - - { N � W - -� o - - - 18.50 ` SANITARY SEWER SS - - SS - - - ca 1 -�_� / ^ l x �� ' 6-o- i i I ( WATER W - - - W - - - W c�.� cv � 5 TELEPHONE z ® 00 VAULT EX. POWER EX. LIGHT I EX. 8" GAS LINEPOLE EX. EX. LIGHT I STANDARD -RIDGE - !"I w N � " OLE STANDARD I { { RIDGE LINE - z o CN S 00e57'30 E J ` 35 I ( coo 79.00' R.O.W. , PAVEMENT FLOW i? , �' EXISTING PAVED I VEHICLE DISPLAY "' I CONTOUR 52 orf -50-- z EX. FIRE 0 I I 52.50 po r=- w z n+ Gj WALL { I SPOT ELEVATION �n � o cy- Q EX. 8" I I FIRE HYDRANT S� _ Q( I WATER VALVE Z g co� °O I EXIST { WATER METER 1a 63 s mLo I I BUILDING I Z EX. SSMH CATCH BASIN IN c� =) " I F.F. 52.50 � I I ,,, I RIM 50.82 S 89`08 45 W I I >- Q I IE 41.15 (S) STORM MANHOLE ® 0 19.00' - - - - I {- -� Q I 3 IE 42.08 K -W- - \ � ? I _" IE 42.58 ( SEWER MANHOLE O E} 7 W.- - - - ss EX. 12" u' I I a I I HOLD `\ I Z AC PAVING 0 PROP. \ I I p_ I I g CORNER \ I I =:) c m a I I EX, 42" CONCRETE m MATCH EX, 1 ( I Q I o CONC. RET. WALL GRADES EXISTING PAVED \ Y� EX. 12" 0 Z I I � � I 1 (�') VEHICLE DISPLAY -I I I KEYSTONE WALL I EX. CATCH BASIN M 0 RIM 50.08 IE (8" SW) 46.84 w" 15' PRIVATE STORM I EX. I �, 3 I IE (12" E) 46.76 E J g X�� X ��� ESMT EX. 24" CMP 8„ I - -SD- - - -I _J..1 m jl�kAiNAGE ___ @ 0.5% j Spy �/ i I I EX. CATCH BASIN Q W RIM 50:27 I - SD- -p- - - -SD- - - - - / / U i i IE (42" N) 45.1 J ---- - I IE (42" S) 45.1 z 1 I I IE (8- E) 45.9 W W I ( ( IE 12„W 45.5 W w i _ � m / , 5ti• CATCH BASIN CATCH BASIN I �� x ��. 1ti� x �ti6 X I -- x X 5'g�' �1 STANDARD GRATE CATCH BASIN 2 4. ���� EX. 6 STANDARD GRATE FENCING RIM 50.26 STANDARD GRATE C3 42LF 12 P I " RIM W41 WA2. RIM 50.59 �°' �, I SDR-35 ® { I INSTALL 207LF N S9'� 45 E 250 LF 12 PVC 24" CMP IE 47.16E 24 CMP IE 46.90 IE (8" NE) 46.77 ``' \ I I I CONC. CURB & \ 267.3E SDR-35 ®OQl9'�'r M." pw_ I E *-oo ' W TOP OF 0/W SEPARATOR 48.07 N 89 08 45 E D 30.00' 39 GUTTER 0 0.50% \ UTILITY CROSSING SAWCUT SlRAMT & UNIFORM, PER DTL 7/C3 12" SD IE = 48.15 INSTALL POPE, REPLACE PAVING \ 6" WATER TOP = 4715 PER SECTION & SEAL JOINTS EX. 6' FENCING r N 89VC45" E x 42.24' 50 ' 1 7, All p 1i1w : PVC 0 0.6% MIN NEW BU WING 12. 11 VA NE ® I �1 y'.�.5250 6" PVC ROOF DRAIN 1 .• 1•45' JE) �I 44.29' 18.22 TW=57.00 BW=49.00 STORM DRAINAGE & GRADING PLAN, 1 "= 30' NOTE: CONTRACTOR IS TO INSTALL FOOTING DRAINS PER THE PROJECT SOILS REPORT BY SPEARS ENGINEERING & TECHNICAL SERVICES DATED 3/20/00. SEE DTL. 6/C3 ROUND SOLID COVER MARKED "DRAIN" FRAME AND LADDER NTH LOCKING BOLTS, OR STEPS OFFSET SEE RIM W60 (t) PLAN VIEW AT LEFT. 5iA3 "----- RISER W/ DRILLED ORIFICE TOP OF RISER PIPE HOLES PER ELEV OFFSET TOP -\ ., 12" CAP, RUBBER AND 1/C2 SLAB GASKET IOOYR WS EL _ 50.87 STANDARD GALVANIZED STEEL LADDER/STEPS r 3"XO.90 CAGE STAINLESS STEEL SUPPORT BRACKET W/ TURNBUCKLE CB #4 PLAN VIEW 1 "=2' NOTES : 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE 11 B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP B) CUMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS Y4" 6. CONFORM TO CITY OF AUBURN STDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 12 O/C _ ANCHORED TO CONCRETE WALL 25YR WS EL (MAX 2' SPACING). MIN ONE 50.70 3" ORIFICE O SUPPORT. 10YR WS EL v _ EL. = 50.80 �� © ELEV. = 50.60 50.52 = ELEV. = 50.30, -�� `� 0 °_ ' WO ORIFICE 2YR �EL_-F CNTR 1-3"0 & 4' MIN. A.C. OR PVC MANHOLE ADAPTOR 50.22 1- 2%"4 PER CLEF DTL 2/C2 _> WATER TIGHT CONNECTION 'Q" PER TABLE 12" INLET ®LEFT IE IE 1#04 12" OUTLET 416.'71 e t2X12X12 PVC TEE, RUBBER RELEASE RATES • GASKET JOINTS DESIGN STORM Q (CFS) ACTUAL o 6" MIN. (VA1) 1�2YR 0.16 0.16 �e 10 YR 0.62 0.62 25 YR 0.79 0.79 ; 100 YR 0.98 0.98 ° • '" �, EL. 47.00 12" RUBBER GASKET PLUG W/ 2%" ORIFICE CB 4, TYPE II-54"0 CONTROL STRUCTURE C2 SCALE: 1"=2' T.1N =52.00 SEE POND SECTION 3/C4 o' FIN GRADE 50.00 MATERIAL REQUIREMENTS: SOIL: 1,500 PSF BEARING CAPACITY CONCRETE: fc' = 3,000 PSI (MIN) REBAR: Fy = 60 KSI (MIN) J4 0 12" HORIZ. �o A 16" O/C VERT., CENTER /7% •I nn►IT _ 6' CHAIN LINK FENCE, � MAKE PROVISIONS IN TOP I I OF CONC. WALL FOR SUPPORT 'I I• 50.87 MAX. EL. 49.00 3 sT^� 0 16" O/C t w cl 46.00 Llo II 3" CLR COMPACT SUBGRADE TO 1 -Or 8" 1'-0" 90% DENSITY & UNYIELDING, 2'_8" EXCAVATE & RECOMPACT W/ STRUCTURAL FILL ASAF REQ'D BY SOILS REPORT POND RETAINING WALL 3 C2 N.T.S. CATCH BASIN TABLE Q1 CB i1, TYPE I U4 C8 #4, TYPE 4-54" RIM = W.0 W.00 CONTROL STRUCTURE IE (12") = 490 48,02 SEE DETAIL 1/C2 RIM = &76# A7A% S4 . Q CB #2, TYPE I IE(12") = 474010.711N RIM = WAg 50.31 IE (12") = 4# +, 6 46.495E CB 15, TYPE I . RIM = '.Y IA OW S1. a ; �3 CB #4, TYPE I IE (12-) = 49A4 RIM = 1 i�11M 51-'^ 40. w t W,r) IE (12") = 4W* 4a'° S IE (8') = *VAO '"-Q+ OWNER INFORMATION: PROJECT SURVEYOR: AUBURN VALLEY MOTOR GROUP CENTRE POINT SURVEYING ATTN: MR. 11TO ROEMPKE 33639 9TH AVENUE SO. 3401 AUBURN WAY NORTH FEDERAL WAY, WA. 98003 AUBURN, WA. 98002 PH: (253) 661-1901 PH: (253) 854-9260 FX: (253) 939-7043 PARCEL NUMBER: VERTICAL DATUM: 000400-0044, 000400-0061 CITY OF AUBURN NGVD 29 VERT SITE BENCHMARK: BENCHMARK #29-E., RR SPIKE ON POWER POLE, THIRD POLE EAST OF AUBURN WAY NORTH OF HITCO BLDG. ELEVATION: 52.98 (CITY OF AUBURN DATUM) GRA 0033-99, SEP 0014-99, BLD 00-0135, FAC 00-0023 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0023 BLS 00-0135 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROAD" FOR CONFORMANCE REV. DATE BY DESCRIPTION CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S CON"'' DATE: Z ' I -Q REQUIREMENTS gomh 1 06/07/00 AFP DETAIL 3/C2 UPDATE BY: $/"4/°° APPROVED BY; Z) - .� 2 07/24/00 G.MO CITY OF AUBURN COMMENTS TITLE/P TI _ CONFIRMED BY CITY DATE: �qLc 3 08/08/00 G.MO CITY OF AUIN COMMENTS DATE APPROVED: q ot/ol J-P-10 k*j f tilt••-` t fi n W Z J Q a- C f� � Q Ll! � 0 C/7 w N F• �0 P �F WASu _ %%m EXPIRES - / % c. DATE APRIL 2000 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 00-016 SHEET NO. C 2 f= 0,� �F Q 4 Off' Of Ot6' tf GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. GRADING NQES 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS OF THESE "DOCUMENTS REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS. 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. FINISHED GRADES SHOWN ON SHEET C3. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: 1. FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: URBAN APPLICATION PROPORTIONS BY WEIGHT % PURITY % GERMINATION KENTUCKY BLUEGRASS 30% 85 80 (ADELPHL BARON OR FYLKING) CREEPING RED FESCUE 40% 98 90 (PENNLAWN PERENNIAL RYE 30% 95 90 (DERBY OR PENNANT) CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. CLEARING AND GRADING LIMITS ESTABLISHED PER FILL & GRADE PLAN BY MICHAEL N. ANTONOFF, P.E. SEE GRA-0036-99, OBTAIN PLANS @ CITY OF AUBURN. 3. CONTRACTOR SHALL VERIFY THAT ALL DITCHES AND SWALES AS SHOWN BY THE GRADING PLANS ARE INSTALLED TO DIRECT ALL SURFACE WATER TO THE TEMPORARY SEDIMENT POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. 4. WORK WITHIN R/W SHALL BE LIMITED TO 45 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 5. GRADING & BUILDING CONSTRUCTION MAY BEGIN FOR BOTH PARCELS. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. 6. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 7. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. SEE GRA-0036-99 & PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE CITY OF AUBURN INSPECTOR. 9. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE STABILIZATIO14 & APPROVAL FROM CITY OFFICIAL. APPROXIMATE FIL ZCUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL (IF REQUIRED) FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100 SPECIFICATIONS FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. WEST PROPERTY LINE LANDSCAPING PER LANDSCAPE PLANS 54....................................... . MATCH EXIST. GRADE 0 PROPERTY LINE I N1 50.......................... ...... ...... 6' PERIMETER CHAIN LINK FENCE 1.2' FREEBOARD -100YR W.S. ELEV. = 50.87 ELEV. 52.00' RETAINING WALL PER ............D.E.TAIL 3./C..2.......46............... BOTTOM - 5.0' 0.67' ELEV. 46.00 9.0' DETENTION POND ELEV. = 49.00 BOTTOM LIVE STORAGE = 49.00 TOP DEAD STORAGE = 49.00 = 3.• 1 WET POND 5.0' GROUND WATER ELEVATION 9.0' EXISTING GRADE 9.0, DETENTION/WET POND SECTION (LOOKING NORTH; SCALE: 1"=4' HORZ. 1"=4' VERT. 115V AC 2" PVC TEE OUTLET FLOW FLOTATION DEVICE II! - 2" FLEX HOSE CONDUT & ® 1' DEPTH DEAD STORAGE I POWER SOURCE CONTRACTOR TO ELEVATE PUMP ABOVE * OR POWER SOURCE DEAD STORAGE APPRO" 1-.0 FEET REQUIRED FOR PUMP SUBMERSIBLE PUMP USE: GOULDS MODEL 3887 ORDER NO. WS0511 BF AERATION SYSTEM PUMP DETAIL C3 J N.T.S. D.S. FASTNER PER CONTRACTOR TYPICAL 4" PVC DOWNSPOUT -) 1 1_ 6" MIN - CONTRACTOR SHALL EITHER PROVIDE DIRECT TIGHTLINE TO ROOF DRAIN CONNECTION OR PROVIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SETTLEMENT. CONTRACTOR SHALL COORDINATE W/ OWNER REGARDING CONNECTION TYPE. DOWNSPOUT N.T.S. BUILDING I I� I II I 1.5 LF 6" PVC �- 6" ELBOW y AS REQ'D 6" PVC DRAIN PER PLAN, 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS ENDS OF COLLECTOR PIPE RUNS ROOF DRAIN DETAIL 5.0' ....................54 .......................50 •46 LANDSCAPING PER LANDSCAPE ARCH. PLANS B 18" THICKNESS QUARRY SPALLS---, LAYER Acpn CELL POND BOTTOM POND BOTTOM 46.00 B SOUTH PROPERTY LINE 54....................... 15.0' LANDSCAPING PER LANDSCAPE PLANS 52....................... • .......................54 118.00' 18, �J 1.2' FREEBOARD ELEV. 52.00 r=4 5- 100YR W.S. ELEV. = 50.87to -III III W z o 5- - - - - -� EXISTING J 50..........�....... . RETAINING GRAVEL FILTER WINDOW GRAVEL -1 50 \ rpo GRADE WALL PER PER DTL 4/C3 ACCESS z o_ 00 50.7 t DETAIL 3/C2F ROAD BOTTOM LIVE STORAGE = 49.00 w w cv W E-- O TOP DEAD STORAGE = 49.00 y.� n z � o y �.C,v � u00 48.......................... - ELEV. = 48.00 ELEV. = 48.00 .......................48 w Q w Z w ---� O o N III W ��u �i _Z cV III �go �80' I- U W = LO I I => 46.......................... III-_ - _ I (= I BOTTOM ELEV. = 46.00 111� III= .......................46 r� III -1 I I I=1 I I III III I I -1 I-1 11=1 I I-1 1 -I 11=1 I-11+�- - �' ►� i CONTRACTOR IS TO INSTALL A 1 MIN. O0 IMPERVIOUS CLAY SOIL BASED FOUNDATION FOR THE PROPOSED DETENTION/WET POND -' co 9' 18.5' 37' 18.5' 9' BOTTOM TO ELIMINATE PERCOLATION. _ ? Q 4' 5' 4- 4' 5' 4' DETENTION/WET POND SECTION (LOOKING WE 5' MINIMUM 1Y2"-4" WASHED ROCK CORE 2 00 °2 1 �O 0 0 1 0 c =1 I I=1 I I L 11=1 11=1 1 1= NOTE: "KEY" NOT REQUIRED ---'�� SECTION A -A 6" MIN. ° p ' 0 'ice. ..'.9.. :� p�' �'• :9 .� 4" MIN. DIAMETER PERFORATED PIPE WRAPPED IN p a . _ . :...: • . ' ..: ; -III_ DRAINAGE FABRICI. �•sII1=1 r, 11 2" MIN./ 4" MAX. 12" MIN. _ ' _ CELL POND III=III_ BOTTOM POND BOTTOM EL = 46.00 SCALE: HORIZ. 1"=20' "= VERT. 1 2' z V) m C o TOP OF BERM DIVIDING POND A INTO TWO CELLS EL = 48.00 W � ° °ou uu _J m 1 1 °� °to 000c) ° ° hoc j o �, U L- 2 00 O �J O o qq-�� o 0 o db 0 0 0 2 00 o TOP OF WEIPOND 0 0 o° 00 Z z r EL = 46.50 0 Lid i� � BOTTOM OF 5 MINIMUMco POND EL. 46.00 � m W J Q A SECTION B-B m M GRAVEL FILTER WINDOW DETAIL N.T.S. 2" MIN. LEGEND F77-1- SURFACE SEAL; NATIVE ';OIL OR OTHER LOW PERMEABILITY MATERIAL FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE; SECTION 9-03.1 (2) OF THE WSDOT SPECIFICATIONS. ODRAIN PIPE; PERFORATED OR SLOTTED RIGID k PIPE LAID WITH PERFORATIONS OR SLOTS FACING DOWN; TIGHT JOINTED; WITH A POSITIVE GRADIENT. DO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO FOOTING LINES. WRAP WITH MIRAFI 140 FILTER FABRIC OR EQUIVALENT. TYPICAL FOOTING SUBDRAIN DETAIL N.T.S. c-rn rr n e rrnkli'oUrr CONCRETE CURB & GUTTER N.T.S. GRA 0033-99, SEP 0014-99, BLD 00-0135, FAC 00-0023 RECORD DRAWING CERITIFICATION PROJECT REF: FAC 00-0023, BLD 00-0135 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONSTRUCTION RECORDS. REV. DATE BY DESCRIPTION WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS anayy\ 1 07/24/00 G.MO CITY OF AUBURN COMMENTS BY: P TION ' �i�1r�- DATE: 2. ' 81/4(00 2 08 08 00 G.MO CITY OF AUBURN COMMENTS APPROVED BY: .4nin •- / / TITLE/ CONFIRMED BY CITY DATE: DATE APPROVED: vo W W W W F-- O Z V) Q W N F PO WAS 27060 p �4 k/ONA LTE ���� EXPIRES 3/8/2001 DATE APRIL 2000 DRAWN BY G.MO DESIGN BY A.F.P. JOB N0. c0-01a SHEET NO. C3 PF �34 3 c Q40q O iD ( l� SITE PLAN NOTES: 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED AND REPORT ANY CONCERNS TO THE OWNER/ENGINEER PRIOR TO CONSTRUCTION. 2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER 30 CONNECTION AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE DETAILED PLAN SHALL BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRINKLER CONTRACTOR AND APPROVED PRIOR TO INSTALLATION. THE DESIGN SHALL INCLUDE W THE ITEMS ABOVE AS WELL AS DETAILS FOR RODDING AND BLOCKING. VERIFICATION 3 OF PIPES SHOWN & PIPE SIZES OTHER THAN THOSE SHOWN BY THE SPRINKLER Q CONTRACTOR. o 3, PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION. a 4. FLOOR DRAINS TO BE INSTALLED SHALL BE DIRECTED TO THE SANITARY SEWER VIA AN AN APPROVED OIL/WATER SEPARATOR. 5, OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVOOD GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. 6. STREET CURB SHALL BE PAINTED WITH FORMULA WID-Y1, FIVE FEET FROM EACH SIDE OF DRIVEWAY. 7. PROVIDE HOSE BIBS 0 PERIMETER OF BUILDING PER OWNER REQUIREMENTS. MATCH EX. 8. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/F REQUIRED GRADES BY THE CITY OF AUBURN. 49.00 (f) 9. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE LOCATIONS W/ DEVELOPER/BUILDING OWNER. o0 10. MINIMUM OF 42 INCHES (42") OF COVER OVER WATERMAINS. 11. A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARCHALL CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. 12. THE OWNER WILL POST *CUSTOMER AND SERVE PARKING ONLY" SIGNAGE ALONG THE NORTH BUILDING LINE (12 STALLS) AND ALONG THE SOUTH PROPERTY LINE (24 STALLS) 995 EX. 8" DESCRIPTION STORM SEWER * SANITARY SEWER WATER GAS LINE FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STORM MANHOLE CUSTOMER PARKING AC PAVING CONCRETE LANDSCAPING EXTRUDED CURB RIDGE LINE CONC. RETAINING WALL PAVEMENT FLOW CONTOUR SPOT ELEVATION FIELD VERIFY PRIOR TO CONSTRUCTION, REPORT ANY DISPCREPANCIES TO POE ENGINEERING - r� UTILITY CONFLICT NOTE: CAUTION: ---112-- 1�� 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE C 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I LOCATED IN N.W. 1 /4 & S.W. 1 /4 SECTION 6, T21 N, R5E, W.M. AUBURN, WASHINGTON ---� i\ Vd VV _TJ L 30 00" 15' PUBLIC WATERLINE EASEMENT (BY OTHERS) �I I 'A.TER MAIN (STALLED BY~�' THEIRS "VERMAZON ( I OLKSWAGON ROJECT" , AC #00-0014 , I i EX. 15' WATER ` EASEMENT TO THE CITY OF AUBURN REC. NO. 9011090521 000400-0039 EASEMENT I A kInCO A DIK10 0, IDDIO ATInkl ni A ki P LA "- T i._IST LE6E11410 QVAN T. 1a,0T.Ek 14LA i NA.#t T� IZ. o^^otQ WA^a 0, ARG.TOSTAPRYLOS UVA-VOL54 'VANCCYZR- JAM'- 1C.A1.. VANC.DVC9-'AVF_E t41NfVtWCl%4NJlCV- 7 l)!1v►DAMP�R s`CV2AC.1FLt.Y���At.D AIrTd 1/2�GA'I 47ALO ® 1ALTO 6 P% 21 .WPYC_�%�RIL1GP ESv1�ESN,1�TErJ/� PI-ER15, • - 3 -�--- P 1 N V 5 GO N T� RTC �� O 1g2) V I.BuIZMJM DR V1911 18`� pw�v vtp3v�,aun� NOTE: •-5- WATER I4YQtZat4TS- U5,E1%4"CLA.S-,2d0 PyC PIPE �,Zj4o_ •tab EX. POWER TRANSMISSION TOWER 1\IIVI JV.T/ 24" CMP IE 47.16 E RE -USE EXIST. 4" SIDE SEWER PER DEVELOPER, IF SIDE SEWER IS 4' CONCRETE THEN REPLACE WITH 6" PVC SDR-35 @ 1.5% AS/IF REQ'D 24" CMP IE 46;90 KIM . y IE 46.77 TOP OF O/W SEPARATOR 48.07 LEGAL DESCRIPTIONS: �n n I I STA. 0193 1 3 EX. 6" SIDE SEWER I N 0037' " w 18.50' I I 1 EX. LIGHT EX. 8" STANDARD 35' I 37TH ST NE 35TH ST NE AUBURN AIRPORT VICINITY MAP I R.O.W. I NTS 4 ;I SITE DATA: SITE { I SITE AREA... ... ... ................ .............1.76 ACRES (i) EX.. 8" I I ZONING ....... _ ...._._........ .. .... ............C3 OCCUPANCY._ _.............. _ .......... _....... .............. ........... .B, M, S3 CONSTRUCTION ......... _..................... _ .. _....... SPRINKLERS. ..... _ . _... _ _...... _____ ............ 5N ......... _YES SETBACKS REQUIRED: Z I IFRONT (NORTH) ................... ...... ....._..._............ ......... QSIDE .............. _..... .......... _ ............. _............ _ ..........NONE � SIDE STREET ............. _ '- ccREAR... � _. NONE SETBACKS PROVIDED: I I I NORTH .... ..... _._ ............................64' (HOLD) SOUTH. ..... ............. _ _ ....... 66.5' C1] a v I EAST _... _... _ WEST.._._............................................100' .....................5' (+) (+) Im I Q I i 42" BUILDING AREA. ... ...... .........................................................15,400 SF + 1,600 SF CANOPY IEX. N ALLOWABLE BUILDING AREA: EX. 12" i 1 BASIC ..... ........ ..... .................................. _._............ .... 8,000 SF I SPRINKLER INCREASE. _......... ........... ................._.300% I f I SETBACK INCREASE............................................................... 100% (MAX.) { i I ALLOWABLE AREA ..................... ._........................._......_........48,000 SF I + I PERCENT SITE COVERAGE ........ _ ................ ......... ....... ...23% PARKING REQUIRED: - -SD- - - -1 ❑ SALES OFFICE .... _ _ _ ..... ... _ _ _ _ _ _ _ .............500 SF/250 VEHICLE REPAIR .......... ....................... ......... ....... ........ ..... ...... .9,800 SF/400 II PARTS SALES ............ ........................................................... .3,500 SF/500 l PARTS STORAGE/ MEZZ..........................................................3,200 SF/2,500 Ln I ( TOTAL ............. _ ............... ................. ............. ..... _ .............34.9 OR 35 STALLS I Ic, PARKING PROVIDED _....................................48 (2 H/C) CUSTOMER & SERVICE i I OWNER INFORMATION: I I I i J_ AUBURN VALLEY MOTOR GROUP ATTN: MR. TITO ROEMPKE 3401 AUBURN WAY NORTH AUBURN, WA, 98002 PH: (253) 854-9260 FX: (253) 939-7043 PROJECT SURVEYOR: CENTRE POINT SURVEYING 33639 9TH AVENUE SO. FEDERAL WAY, WA, 98003 PH: (253) 661-1901 PARCEL NUMBERS: PARCEL 000400-0061 BEGINNING AT A POINT ON THE WEST MARGINAL LINE OF STATE HIGHWAY NUMBER 5, 1230.05 FEET SOUTH OF THE NORTH LINE OF THE SOUTH HALF OF THE HARVEY H. JONES, D.C. NUMBER 39, SECT(0IN 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M IN KING COUNTY WASHINGTON, THENCE SOUTH 89' 08' 45" WEST, 181.0 FEET; THENCE SOUTH 0' 57' 30" EAST, 79.0 FEET; THENCE SOOTH 89' 08' 45" WEST, 19.0 FEET; THENCE SOUTH 0' 57' 30" EAST, 143.0 FEET; THENCE NORTH 89' 08' 45" EAST TO WEST MARGINAL LINE OF P.S.H. NUMBER 5; THENCE NORTH ALONG THE WEST MARGINAL LINE OF SAID HIGHWAY TO ,POINT OF BEGINNING 'EXCEPT THE EAST 5 FEET THEREOF AS CONVEYED TO CITY OF AUBURN BY 'DEED RECORDED UNDER RECORDING NUMBER 6148985; EXCEPT EASEMENTS AND RIGHTS OF WAY TO UNITED STATES OF AMERICA RECORDED UNDER RECORDING NUMBERS 3251216 AND 4970569 EXCEPT THAT PORTION CONVEYED TO STATE OF WASHINGTON UNDER RECORDING NUMBER 5823137. VERTICAL DATUM: CITY OF AUBURN NGVD 29 VERT. SITE BENCHMARK: BENCHMARK #29-E., RR SPIKE ON POWER POLE, THIRD POLE EAST OF AUBURN WAY NORTH OF HITCO BLDG. ELEVATION: 52.98 (CITY OF AUBURN DATUM) 000400-0044, 000400-0061 LEGAL DESCRIPTIONS: 000400-0044 THE SOUTH 240.5 FEET OF THE FOLLOWING: THAT PORTION OF THE HARVEY H. JONES DONATION CLAIM, NO. 39 IN SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST MARGINAL LINE OF P.S.H. NO. 5 (EAST VALLEY HIGHWAY) AS IT EXISTED PRIOR TO 1964, 989.55 FEET SOUTH OF THE NORTH LINE OF THE SOUTH V2 OF SAID H. H. JONES DONATION CLAIM, SAID POINT BEING ON THE NORTH LINE OF BONNEVILLE POWER EASEMENT AND MARKED BY A CONCRETE MONUMENT, - THENCE SOUTH 89' 08' 45" WEST, ALONG SAID NORTH LINE OF BONNEVILLE POWER EASEMENT, 497.11 FEET, TO THE NORTHERLY PRODUCTION OF THE EAST LINE OF THE PREMISES DESCRIBED IN THE CONTRACT RECORDED UNDER RECORDING NO. 5566617; THENCE SOUTH 0' 55' 30" EAST, 462.5 FEET; THENCE NORTH 89' 08' 45" EAST, 497.38 FEET, TO THE AFORESAID WEST MARGINAL LINE OF P.S.H. NO. 5; THENCE NORTH 0' 57' 30" WEST, 462.5 FEET, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO 5823137; AND EXCEPT THE WEST 30 FEET AND THE EAST 10 FEET CONVEYED TO CITY OF AUBURN BY DEED FILED UNDER RECORDING NO. 6148985; AND EXCEPT THAT PORTION THEREOF LYING EAST OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST MARGINAL LINE OF STATE HIGHWAY NO. 5 (EAST VALLEY HIGHWAY) AS IT EXISTED PRIOR TO '964, 1,230.05 FEET SOUTH OF THE NORTH LINE OF THE SOUTH HALF OF THE HARVEY H. JONES DONATION CLAIM NO. 39, AS ABOVE MENTIONED; THENCE SOUTH 89' 08' 45" WEST, 181.0 FEET; THENCE SOUTH 0' 57' 30" EAST, 79 FEET; THENCE SOUTH 89' 08' 45" WEST, 19 FEET; THENCE SOUTH 0' 57' 30" EAST, 143 FEET TO THE TERMINUS OF SAID LINE, SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. GRA 0033-99, SEP 0014-99, BLD 00-0135, FAC 00-0023 RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0023, BLD 00-0135 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THIS PLAN SHEET CONFORMS WITH THE CITY CONSTRUCTION RECORDS. OF AUBURN'S PLANNING DEPARTMENT MINIMUM LANDSCAPE REQUIREMENTS. BY: DATE: -& _ (_O TITLE/POI ION APPROVED BY: •o, CONFIWE BY CITY DATE: DATE APPROVED: e'd(4'o0 0 � 0 W � Al c: N z C)o� 00 CN bX C�_ � CV 00o ¢zCD W W Z N � ¢ CD W Qf V)�r7 C z 00o - rCN Q z rr (n co m 01-1 0 � O _Z J W =D _J m Q W > U = z � o' o ckf w Q m =D m J .c cn cn 0 Z C) F-- Q CD Z Q Z IZ Q U tl� 0 z u., J W W DATE APRIL 2000 DRAWN BY E.N. DESIGN BY E.N. JOB NO. 00-016 SHEET NO. Ll P 0401 oto V 1 C E- W General Notes: 1. All workmanship and materials shall conform to the City of Auburn's requirements and specifications. 2. All work shall conform to these drawings and the rules and regulations of the "Washington State Department of Transportation (WSDOT/APWA) Standard Specifications for Road, Bridge, and Municipal Construction" latest edition, except where supplemented or modified by the City of Auburn Standard Details and Development Project Specifications. 3. The Contractor is required to have a copy of City of Auburn Standard Construction Notes, Details and Specifications available at the job site alcng with a copy of the approved development plans. 4. A pre -construction meeting shall be required prior to any on -site work for all public facility extension projects. 5. Locations shown for existing utilities are approximate. Identification, location marking and responsibility for underground facilities or utilities is governed by the provisions of Chapter 19.122 Revised Code of Washington. 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). 6. The Contractor is cautioned that overhead electrical lines are not shown on the drawings. The contractor is responsible for determining the extent of any hazard created by overhead electrical power in all areas and shall follow procedures during construction as required by law and regulation. 7. Traffic control and street maintenance for safety of the traveling public on this project shall be the sole responsibility of the contractor and all methods and equipment used will be subject to the approval of the City of Auburn. Contractors and their surety shall be. liable for injuries and damages to persons and property suffered because of Contractors operations or negligence connected with them. 2 3 4 5 erosion control facilities must be constructed and in operation, prior to land clearing and/or other construction activities, to insure that sediment -laden water and storm drainage runoff does not impact the adjacent properties or the natural drainage ways. The detention, sedimentation (retention if infiltration system is used) and erosion control facilities depicted on the approved drawings are intended to be minimum requirements to meet anticipated site conditions. Additional drainage and erosion control facilities may be required as situations warrant during construction. The implementation, maintenance, replacement and additions to these control systems shall be the responsibility of the permittee. The detention (retention if infiltration system is used) control pond shall remain in place until the permanent storm system is in place and operational. The temporary erosion control facilities, including all perimeter controls, shall remain in place until final site construction is completed and approval has been received from the City. All areas of active earthwork which have the potential for erosion and sedimentation impacts on adjacent property and drainage ways must be stabilized according to the following schedule: From April 1 to September 30, areas at final grade and those which are scheduled to remain unworked for more than 30 clays, shall be stabilized within 10 days. From October 1 to March 31, earthwork activities shall be conducted in stages in order to minimize soil exposure. Exposed soils with an area greater than 5,000 square feet that are scheduled to remain unworked for more than 24 hours and exposed areas of less than 5,000 square feet that will remain unworked for more than 7 days shall be stabilized immediately. STORM SEWER CONSTRUCTION NOTES 1. The co -tractor shall obtain any necessary storm line connection permits from the City of Auburn, prior to construction. 2. All storm drains within the development shall have stenciled "Dump No Waste - Drains to "either" Streams, " V4 ctlands," or "Groundwater" as applicable. PORT 10 N OF NW '/4 SECTION to, TWN. ZI N.19.5 E-1W..M. AUBURN) WA5NINGTON LEGEA/D �\ 01 EXISTIMG SPOT ELEV. F& FW\SH GRAOF— PROPOSED SUBGRADE SLOPE — — — SiLT FEtJ F_ sTORAA DRAIM SYSTEM RIM ;EXI ST i mG, A SPRA L1- C.C.A. — CITY of AUBURJ\J STD. DTL=SMNDAKD DETYr IL PROPMENT: AM MOTOR GiROUP 9/6 TITO ROEMPKE, 3401 AUBURN WAY No. AUSURM , WA. 1860L TAX .PARCEL NO: 000400 - 0044 ADJACENT SITE ZONING: WEST: M-2 HEAVY INDUSTRIAL NORTH: C-3 HEAVY COMMERCIAL SOUTH: " " " EAST: " " " SITE ADDRESS: 3401 AUBURN WAY NORTH PROJECT DATUM: BENCHMARK # BH 29-E., RR SPIKE IN POWER POLE, THIRD POLE EAST OF AUBURN WAY NORTH OF HITCO BUILDING. ELEVATION: 52.981 (CITY OF AUBURN DATUM) APPROXIMATE FILL AND/OR EXCAVATION QUANTITIES: FILL: 4000CY (IMPORT) EXCAVATION: 500 CY NOTE: THESE QUANTITIES ARE FOR ESTIMATION PURPOSES ONLY AND SHOULD NOT BE USED FOR BIDING PURPOSES. G-1: GRADING AND EROSION CONTROL PLAN G-2" DETAILS LF-GAL ]DESCRIPTION THE SOUTH 240-5 FRET OF THE FOLLOWING: THAT PORTION OF THE HARVEY H. JONES DONATION LA14D CLAIM NO. 39, SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERI.,Y MARGIN OF P.S.H. NO. 5 (EAST VALLEY HIGHWAY) 4211 AS IT EXISTED PRIOR TO 1964, A DISTANCE OF 989.55 FEET SOU711 OF THE NORTH LINE OF X. THE SOUTH HALF OF SAID HARVEY H. JONES DONATION LAND CLAIM, SAID POINT BEING ON STOKM THE NORTH LINE OF BONNEVILLE POWER EASEMENT AND MARKED BY A CONCRETE MONUMFI.17; I\/1`� DKA1N THENCE SOUTH 89008' 45" WEST, ALONG SAID NORTH LINE BONNEVILLE POWER EASEMENT, A DISTANCE OF 497.1i FEET OT THE NORTHERLY PRODUCTION OF THE EAST LINE OF THE PROPERTY DESCRIBED IN THE CONTRACT RECORDED UNDER RECORD!ING NUMBER 5566617; THENCE SOUTH 00055'30" EAST A DISTANCE OF 462.5 FEET; THENCE NORTH 8900F4'45" EAST A DISTANCE OF 497.38 FEET TO THE AFORESAID WESTERLY MARGIN OF P.S.H. IIO. 5; THENCE NORTH 0005— 30" WEST A DISTANCE OF 452.5 FEET TO THE POINT OF BEGINNING; EXCEPT THOSE PORTIONS THEREOF CONVEYED TO THE CITY OF AUTURN BY QUIT CLAIM DEED RECORDED UNDER RECORDING Ni1MBER 614 8 98 5 ; ALSO - Ex. CR - PoTEu PER C.O.I . M.DTL DEV-8 11 EXCEPT THAT PORTION THEREOF LYING SOUTHERLY AND EASTERLY OF A LINE DESCRIBED AS FOLLOWS: — Esc. DRNEWP,Y RIM = r6, tt of `t APPRo�c►� I'E. - "' 82_ BEGINNING AT A POINT ON THE WESTERLY MARGIN OF STATE HIGHWAY NO, 5 (EAST VALLEY CtYP ALL CS g) HIGHWAY) AS IT EXISTED PRIOR TO 1964, A DISTANCE OF 1.230.05 FEET SOUTH OF THE cTYR 3 PLACES NORTH LINE OF THE SOUTH HALF OF THE HARVEY 11. JONES DONATION LAND CLAIM NO 39; THENCE SOUTH 8900&'45" WEST A DISTANCE OF 181.00 FEET; THENCE SOUTH 0065%'30" EAST A DISTANCE OF 79 FEET; THENCE SOUTH 69008'45" WEST A DISTANCE OF 19 FEET; THENCE SOUTH 00057'30" EAST A DISTANCE OF 143 FEET TO THE TERMINUS OF SAID LINE. i TOGETHER WITH THAT' PORTION OF VACATED "E" STREET WHICH ATTACHED BY OPERATIO 0 `: LAW, SAID VACATION' BEING PURSUMrr TO CITY OF AUBURN ORDINANCE NUMBER 4330, 3 H RECORDED UNDER RECORDING NUMBER 8903270935. DUST CONTROL NOTES: 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTIIER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE TI1E SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING .THE DAY. 3. ALL TRUCK TRAFFIC MUST USE T11 CONSTRUCTION ENTRANCE AS SHOWN ON TILE T.E.S.C. PLANS TO PREVENT TARRYING MUD INTO STREET. 4. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEW OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. RECORD DRAWING CERTIFICATION TIIESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. I RY- 11TLE/POSITION: CONFIRMED BY CITY: ! DATE: /GIB R. r 99 x DRAWN BY: CML SCALE: sir w REVISION: d A�� x- SECT Z/oo OPiIAL DATE: DATE: PREPARED BY: M_ ICHAEL N. ANTONOFF,P E. 3316 DEER ISLAND DRIVE EAST. SUMNER WA.98390 253 - 8(o2-67(, 3 AUBURN SE,,. COURSE SE1, S0 2 /C t A.t try MAP PROJECT REF: G A - 99 - 100 33 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. 0w�m 4'AP/00 Approved By: 0_011w•-, S�I)x+ Date Approved:_/G�f9 J A. v. MOTOR G960P nEKVICE CEAITER &OD1 NG EROSION CONTROL PLAN 1''5 � jr L. Q4o� 01 d1dit II� ■ j ■ t-- co W 5Z, FILTER FEAJCE @ � IZ" FKEE BOf�RD TO P LI JE STDR,IGE - 50.5 (Z5 VR - 24 H R 5TDR114) ORA VEL FILTER 3�1 2.25' Ll VC; 31091q&E BERM PER 3 I 2 1m,4x. C6 4 STD. DETAIL 48 01YR) DEV -ID (01 Z.25' LIVE STORAGE 48 6 " sEDI WMT sf6MGE W 54 M M 611sED. (Smm E PDND X-SECTION A - A' NI LE - M: 1"= 30' V. I" = Z' rlAvlsN suBS,,MbE ToP Li k STORAGE �EX. GROUND 3 I MAx. (TYP.) SECTIbM E -B' SCALF- N:I"=3o' V' I'I = 21 PC/I D 8T114 z 41.15 FIAIISN 30563RADE -- F[LTER FEAICE Z :1 MO. N V IEX. /9/C E-x. /I/C REQUIREMENTS - FOR EXPOSED SOIL STABILIZATION 1 SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED. AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 2. STABILIZATION METHOD: HYDROSEEDING do MULCHING A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILIZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF IZO LBS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP(AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SIIADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES MAY ALSO BE USED. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. 2 1 MAx „'f�41Vi IA A4W, SECTIOM C -. C ' SCSI LE - M � ;; . =3Z CONSTRUCTION SEQUENCE 1) SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. 2) CONTACT ENGINEERING INSPECTOR TO ARRANGE FOR A PRE -CONSTRUCTION MEETING. 3) CONSTRUCT CONSTRUCTION APPROACHES. 4) PLACE SILT FENCES AS NECESSARY, AND AS DIRECTED BY INSPECTOR. 5) INSTALL DETENTION POND AND OUTLET CONTROL. 6) CONSTRUCT STORM DRAINAGE CONNECTION TO EXISTING DRAINAGE SYSTEM. 7) PERFORM GRADING AND FILLING. INSURE ALL DISTURBED AREAS DRAIN DIRECTLY INTO THE SILT FENCES AND/OR DETENTION POND AT ALL TIMES DURING CONSTRUCTION. CONSTRUCT TEMPORARY SWALES AS NECESSARY TO DIRECT ALL RUNOFF INTO SEDIMENTATION POND. SWALES SHALL BE ADDED AS NECESSARY TO INSURE ALL SITE RUNOFF REACHES SEDIMENTATION POND. 8) MAINTAIN AND REGULARLY CLEAN SEDIMENTATION CONTROL FACILITIES DURING COARSE OF CONSTRUCTION. DISMANTLE FACILITIES ONLY WHEN SITE HAS STABILIZED AND POTENTIAL FOR EROSION AND SEDIMENTATION HAS PASSED. TOP BERM 48" MIN. CMP STANDPIPE ELEVATION = 51.5 MIAJ. OPEN TOP, CLOSED BOTTOM OVERFLOW EL: 51-D 7 ENCASED IN CONCRETE O VbPor- POMM)'1G 2' o Z4 Ho��e sTb2m) 0O 00000 0 � O� ` W.S. WATER TIGHT SEAL 000, o 0 0 o D O O O O 1 1 /2" WASHED ROCK O 0 0 0 0 0 0 GRAVEL CONE 8" PVC O o 0 0 0 G00000 O 17 MIN. N 0000000000 6" MIN. �ISCN�RGE = 0.19 CFS 48.Z5 =INVERT o 0 0 0 0 0 G 0 0 0 0 0 0 � DEAD (2,NR -2.4 HK ELEVATION 0 000000000000` `STORAGE PRE-DEV SToeM) O000O0O0G000000 8"x 8"x 8" PVC TEE 00 11 RUBBER GASKET JOINTS 1" DIA. TYP., 40 HOLES MIN. @ 10" Z11 O.C. THE LIMITS OF THE GRAVEL CONE O IfERFORATIONS SHALL BE LOCATED WITHIN 8'� RUBBER GflS+�ET _, PLUG W f V, ORI5= CE � I I—_-- _I 1(—j I �I I I —I I I— I I I —I I COMPACTED SHOW POND NOTES: 6" CONC. BASE GRAVEL BASE BOTTOM ELEV. 1) PROVIDE A RIPRAP LINED SPILLWAY, 6" MIN. ABOVE STANDPIPE OPEN TOP 2) A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY 3) POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, AND MAX. HEAD SHALL BE SHOWN ON PLANS 4) THE OUTLET PIPE SHALL BE A MIN. OF 8" IN DIAMETER AND OVERSIZED ONLY WHEN APPROVED 5) INDICATE HIGH GROUND WATER ELEVATION GRADING/EROSION DISCHARGE CONTROL STRUCTURE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO PIE CONTRACTOR'S CONSTRUCTION RECORDS. BY; TITLE/POSITION: CONFIRMED BY CITY: DATE: DATE: PROJECT REF: �RA 99 - oo 33 7niese plans are approved for conformance with the City of Ajburn's Engineering Division requirements. C�IwYv1 -Avao Approved By: _C",J_��✓�✓� -�`� Ckitle Approved: Q407 o l D lb/((