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HomeMy WebLinkAbout05D1789I SETBACK LINE 55 N 88' 02' 00" W 262.75' 110' LANDSCAPE AREA LEGAL DESCRIPTION NE 1/4, SEC. 36, T22N, R4E, WM THAT PORTION OF TRACTS 30 AND 31, WHITE RIVER VALLEY HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 30; THENCE SOUTH 1'58'00" WEST, ALONG THE WEST LINE OF SAID TRACT, 300.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 1'58'00" WEST 370.80 FEET; THENCE SOUTH 88'02'00" EAST, 210.52 FEET TO THE EAST LINE OF SAID TRACT 31; THENCE NORTH 1'58'00" EAST, ALONG SAID EAST LINE, 0.48 FEET; THENCE NORTH 59'29' 10" EAST, 190.45 FEET; THENCE NORTH 32' 16'00" WEST, 87.70 FEET; THENCE NORTH 65'31'00" EAST, 57.80 FEET TO THE WEST BOUNDARY OF AUBURN WAY NORTH; THENCE ALONG SAID BOUNDARY, ALONG A CURVE TO THE 4t, `'tti RIGHT, WHOSE CENTER BEARS NORTH 61'04'57" EAST 2905.00 FEET, AN ARC ` DISTANCE OF 10.15 FEET; THENCE SOUTH 61' 16'58" WEST, ALONG A RADIAL LINE, 15.00 FEET; THENCE CONTINUING ALONG SAID BOUNDARY, ALONG A CURVE TO THE RIGHT, WHOSE CENTER BEARS NORTH 61' 16'58" EAST 2920.00 FEET, AN ARC DISTANCE OF 192.56 FEET; THENCE NORTH 88'02'00" WEST, 262.75 FEET TO ?; THE TRUE POINT OF BEGINNING. EXISTING B AND UTTER 0 CURVE DAl'�� I A=746'42 LINK HFENCE AIN��� 2� R_ 1 992 0 600 0 0 r- 3 I o O 0 LO 15' Li z o \ v v L6 z � 'r w —18 ~' T CEMENT CONCRETE t� EXTRUDED CURB o_ o ► � 1,000 GALLON PUMP 9 p , WELL WITH HYDROMATIC j SK-50 GRINDER PUMP, FLOAT SWITCHES AND ALARMS. o �Lo O cV 340 POLYETHYLENE 0 0 �: t}g� 6ENt7 �V A/ J,' Jr O�� 0 4" 0 PVC SANITARY FORCE MAIN 41 2" ASPHALT CONCRETE PAVEMENT CL. 'B' OVER 2" CRUSHED / 4��� N > SURFACING TOPCOURSE V EXISTING ,-Z- 4"0 �Q- o 0 Q 20 ROLLING 0 IL/WATER SEPARATOR (& CEMENT CONCRETE BARRIER CURB 4, AREA 4-- `"' SETBACK LINE _ 0 N 88' 02' 00" W 210.52' SOUTHWEST PROPERTY CORNER (0, 0), WITH ELEVATION OF 44.30 FEET SITE OWNER: TOM SUPASATIT 2433 17th STREET S.E. AUBURN, WA 98002 I��TiI 3/4"0 WATER SERVICE SHALL BE CONNECTED TO WATER MAIN IN AUBURN WAY NORTH BY CITY OF AUBURN. CONTRACTOR SHALL CONNECT ","EX. F.H. TO CITY SUPPLIED METER AT PROPERTY LINE. PER CITY OF AUBURN STD DTL WASM-1. 4 REMOVE EXISTING CEMENT CONCRETE .tea SIDEWALK, CURB AND GUTTER AND REPLACE WITH CEMENT CONCRETE t DRIVEWAY PER CITY OF AUBURN NEW \WATER METER '• `'ti. STD DTL STDW-2. ASPHALT ROADWAY IN AUBURN WAY NORTH SHALL HAVE A NEAT SAWCUT (MIN. 1.0') AND BE REPLACED PER CITY OF AUBURN'S / / / 't'• TYPICAL PAVEMENT PATCH. H m C.B. CURVE DAT' "------ ..... ¢' R=2905.00' L=10.15' (0 001. e If 'oo, 0 (373, 110) ��%, CONNECT INTO EXISTING 6" 0 CLEAN OUT. I.E.=47.30 FT. AT G & V AUTO SALES g0° 6END DATUM: CITY OF AUBURN BENCHMARK 29-H; TOP & BRASSIE 52ND (277TH) AND "D" STREET N.E. ELEVATION 44.04 FEET. SEABRANDS ENGINEERING 20219 SE 344th Street AUBURN, WA 98092 PHONE/FAX (206) 852-9203 Nu REVIsloN NOTE: EXISTING AND SURROUNDING SITE IS C3 HEAVY COMMERCIAL PRINCIPAL PARCEL NUMBER: 936000-0189 RELATED PARCEL NUMBER: 936000-0195 LOCATION: WEST SIDE OF THE 5000 BLOCK OF AUBURN WAY NORTH SITE DATA SITE AREA (approx,) 2,64 ACRES BUILDING AREA 850 Sq, Ft. PARKING: REQUIRED (1 stal l /1 0 0 Sq, Ft.) 9 PROVIDED REGULAR 8 VAN ACCESSABLE 1 INDEX TO SHEETS 1 OF 5 SITE, SANITARY SEWER AND WATER PLAN 2 OF 5 GRADING AND STORM DRAINAGE PLAN 3 OF 5 EROSION CONTROL PLAN 4 OF 5 SECTIONS AND DETAILS 5 OF 5 GENERAL NOTES VICINIT NOT TO SCALE LEGEND: EXISTI PROPERTY LINE ------------------ I -------------- ............... CENTER LINE OF ROADWAY RIGHT-OF-WAY LINE SETBACK LINE CEMENT CONCRETE EXTRUDED CURB CEMENT CONCRETE BARRIER CURB CEMENT CONCRETE CURB & GUTTER CEMENT CONCRETE .......... •......... .... ................. --............... - ASPHALT . - , -- --- r.... -, - , CONCRETE PAVEMENT !'_ LIGHT STANDARD SPOT ELEVATION;f`'' FILTER FABRIC FENCE CHAIN LINK FENCE (6') FIRE HYDRANT I NEW CATCH BASIN WATER ---------------- tlh' •------------------- 3/4" W SANITARY SEWER 4" SS STORM SEWER x ,-T — 6" ST LANDSCAPING DETAIL OR SECTION NUMBER PAGE FOUND ON I3L1) 0004 -57 GRA0014-96 Record Drawing Certification THESE PLANS ARE "APPROVED" FOR These drawings conform to the CONFORMANCE WITH THE CITY OF Contractor's Construction Records. AUBURN ENGINEERING DIVISION'S REQUIREMENTS. Q 3Y:----------- Date:---- ritle/Position:-----------_ onfirmed by City: Date: HATE SCALE �� pF WAS 2-3-97 1 "=30'���� ' DCS CMS �J_ x AUBURN AUTO TRADING DRAWN FILE HAM "� �C'� 12730 NwL EABRANDI.DWG f'y"d�IONALI STE9�,1 5101 AUBURN WAY NORTH A P P D EXPIRES 9/11/97 APPROVED BY: tu DATE APPROVED:--- SI TE, SA NI TARP SEWER A ND 19 WA TER PLAN STET i p12� 10 / of OSP17" A,, 66 UD 0 L N L .C] _l a Ln Cr w CD O +-> U) i BEFORE DIGGING, CONTACT UTIIdTY LOCATE: I 1-800-424-5555 1 t,� 4 tyh, r. ,. ., hl t.u% ." •t h �I yr i% + __7 I {r CUT LINE I 'IN !ffl. O �rJ GRAB• TO PROVIDE o I DR�hINAGE OVERFLOW tR '' J 0 �0 a I >- Q o J 0 W 0 af , V_ 0 >- t1 n " zCv v rti, a b j 5AX o tx�,. ��,. fly° � �, � p' , I CONNECT ALL DOWNS I TO PERFORATED PIPE .Y I � 1 � I:I AT BOTTOM ^ `' A.1bF POND 45.0' — INSTALL QUARRY SPALLS COMPACTED 5' BERM AROUND PERIMETER W'�POND TOP El --'? •- R R 13 R R 4 ti. 5 4' ti4 !! ! 4 ti r` •zz i` If U RE f 1, t . co Il �,� . j k� sk .�•�' • ' FINISHED FLOOR �I Yx P-EV. 54.0 .. rY FLOOR a� ELEVA 51.6' 2:1 Y L , ;�• � 4 l 2:1 2:1 40 C. 1x b V. Z] O a 1% o 0 o C o- n .. a 5' BERM g Li i rP 0 0 45 J 0- o anal lncln E• 0 J a io Cf h MOW 4XWMWW� ��%���� I """"'��ilil���������l�ll�i '�111�1► �"'"".YA �� .. ''''�I/,I���� rail Sl TE SEC TION A"A SCALE: HORIZ. 1 "=30' VERT. 1 "=5' BERM BERM t< MAX. WATER SURFACE ELEV. 47.12 47 z' 1 711-lil7=11x ___I- 4>t ' ;IIII,1I MlI1=III 1I 45. 0' *NOTE: BERM SHALL BE COMPACTED CLASS B BANKRUN • GRAVEL TO MIN. 95% ASTM D-1557 DETENTION POND CROSS SECTION B"B N.T.S. '•t Co. rr 1: ,1 6TRXOUGH WITH*0 WEDGE ' t CURBS. 1 < Ju a-> ROL - ',' MRE 110 " ®RIM=5d.70' 385, I.E. W=44. "` CT 4,00 PVC I.E. E=f LINE TO I.E. NW48.00' EXISTING C.B. CORE EX STING 't - � CATCH ALL SAM �...... ,' COATED MANHOLE ADAPTER. RBI = 50.34 I.E. 42.2 EXIST 15"0 E.) %' �D o •' / >° ' I.E. 42.8 (WO W.) 7, 97) j i, .�..`•' , �'INSTALL QUARRY SPALLS AT END OF APRON, BOTTOM OF SCALE, 48.7 PLACE QUARRY SPALLS AT AT 0.5X~' END OF SWAGE, PIPE & SWALE • INV. 47.7' ELEVAT" 45.5' ` INSTAL__'QUARRl PALLS -4-{ PIPE I.E.= GRAVEL FILTER BERM 1.5' DEEP WITH 2:1 � SIDE SLOPES GRADING AND STORM DRAINAGE PLAN OWNER: TOM SUPASATIT 2433 17th STREET S.E. AUBURN, WA 98002 SEABRANDS ENGINEERING 20219 SE 344th Street AUBURN, WA 98092 PHONE FAX 206 852-9203 rN7 REVIsIoN 1 1 FREEBOARD w �NZ MIN. 1'-0" cr) BIOFILTRATION SEED MIX (SEE SHEET C5) 2 p i„, 4" MIN. TOPSOIL EROSION CONTROL BLANKET GRASS LINED SWALE SECTION C-C d 45' N.T.S. a EXTRUDED CURB 45' CUT SECTION D-D UTILITY CQNI=LICT .N TE: CAUTION: THE CONTRACTOR SHALL BE RESPONS&E FOR VERIFYM THE LOCATION. DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES BY POOP 0LR'Nt THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONStRU010N. THIS 94AL L INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POT14OLM df THE EXISTING UTI ITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY 'OR I�iiT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL OONSULT SLABRAMDS ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDINd WITH CONSTRUCTION& 2-3-97 1 "=30' DESI G ED 094ii DCS, MCS DRAWN FI Lt NAME N W L BRAND2.11)wc SCALE: HORIZ. 1 "=30' VERT. 1 "=5' M fST. GROUND 'me BLD0004-7 Record Drawing Certification THESE PLANS ARE "APPROVED" FOR These drawings conform to the CONFORMANCE WITH THE CITY OF Contractor's Construction Records. AUBURN ENGINEERING DIVISION'S REQUIREMENTS. IDRM By:__ _�� Date: /�,/) TitlePositioh:APPROVED BY:r_Y� ��'.__ 1 Confirmed b Ci : Date: _ DATE APPROVED: 3 GRAD/NG AND AUBURN AUTO TRADING STORM DRA /NAGS' 5101 AUBURN WAY NORTH PLANNft W IQ 2- aF 5 OTID 1789 V x x Pax h, Ix + Uj z Uj U_ 0 M x t All b"Y e� t LL_ CE) PROTECT )ON PER GITY OF AU15 URN N. 0 STD DF-TAVL DEV-7 C5 4- (270, 152) �`Q INSTALL 48 < TYPE 11 CATCH 0 x BASIN N- tyl-, b, 4_ tllc 4 it \ 4- (163,59) TEMPORARY DISCHARGE ---� CONTROL STRUCTURE + x A- x If, 5.1 me ell 40- 5' 131M x . .... .. . ..... . ...... 11, Cv GRAVEL FILTER BERM x — x 1. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE CITY, ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTIONAPPROACH 00 50, MUST BE LOCATED AT THE 19 0 PERMANENT APPROACH LOCATION. 00000.00000 011 0 A 0. 00 00 00 00 00 00 0 . 00 00 0 . 0 0 000000 0 00 00 og000 0% 000gggggggo 000,0000, 0.00000,( 0 0�0000 ?�00 0 3, 0. .0 '0 .0 00 - - 00 0 0 00,0000 0000g;:Ogoo 0 00 00X_0 0 000 9 0 0 0 0900 0 0 oo gogg oggo TEMPORARY INSTALL TEMPORARY CON 5 U _JR CTION ENTRANCE PER DETAIL /l'\ 0 N) 0 0 0 IL 0 0 C, 00 .. :. I 0 & DIRECT WATER TO TEMPORARY "V" DITCH DURING ALL FILL OPERATIONS (SEE CONSTRUCTION SEQUENCE) 4STALL SILT FENCE LO T T TEMPORARY EROSION CONTROL PLAN OWNER: TOM SUPASATIT 2433 17th STREET S.E. AUBURN, WA 98002 BEFORE DIGGING, CONTACT UTILITY LOCATE: 1-800-424-5555 SEABRANDS ENGINEERING 20219 SE 344th Street AUBURN, WA 98092 PHONE FAX (206) 852-9203 rj F1 REVI S1 [IN DATE APPD 000000000 0 0 0 0 0000go00 0 0 0000 0 .1 0 0 00 0 0 0 0 00 0 8" 4"-6" QUARRY SPALLS CON STR NOT TO SCALE TION ENTRANCE TEMPORARY OVO DITCH NOT TO SCALE SWALE SLOPE CHECK DAM SPACING 07. - 57. 150 5 ®- 100' > 10% 50, 3'- SWALE — FLOWLINE 3' ROCK CHECK DAM 705' MIN. KEY ROCK INTO SWALE 0.25' (MIN.) SUMP BEHIND ROCK CHECK DAM 1' MIN. SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH. FLOW 10 in LKEY ROCK INTO SWALE 0.25' (MIN.) NOTE: ROCK SHALL BE 4" MINUS QUARRY ROCK. ROCK CHECK DA NOT TO SCALE DATE SCALE 2-3-97 1 00=309 DESIGNED CHECKED DCS MCS DRAW FILE NAME NWL tEWRAND3.01 FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS: USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FOR SILT F M FABRICS PCO 6' MAX. Li 2"x2" WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT WIRE MESH SUPPORT FENCE--\ FOR SILT FILM FABRIC FILTER FABRIC MATERIAL v PROVIDE WASHED GRAVEL—� BACKFILL OR COMPACTED NATIVE SOIL AS DIRECTED BY CITY OF AUBURN 8. -ZIA BURY BOTTOM OF FILTER MATERIAL IN 8"02" TRENCH BURY BOTTOM OF FILTER MATERIAL IN 8"02" TRENCH 20 in 2"x2" WOOD POSTS, STANDARD OR BETTER OR EQUIVALENT FILTER FABRIC FENCE DETAIL NOT TO SCALE ELEV. 48.5 ELEV. 48.0 ELEV. 48. WATER TIGHT SEAL ALLOWABLE 'IQ" 8" PVC INV. ELEV. 45. 0.173 CF' 48" MIN. CMP STANDPIPE OPEN TOP, CLOSED BOTTOM INCASED IN CONCRETE J 0.5' 47. 5' 0 0 W.S. 0 0 0 0 0 0WASHED ROCK 0 0 0 GRAVEL CONE 0 0 LQ 00 00 00 0 .7 cV 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8"X8"X8" PVC TEE RUBBER GASKET JOINTS 00? 1" DIA. TYP., 40 HOLES MIN. 0 10" O.C. 2: PERFORATIONS SHALL BE LOCATED WITH THE LIMITS OF THE GRAVEL CONE 0 8"RUBBER GASKET PLUG 6" CONC. BASE W/ 2.0- ORIFICE HOLE SIZE COMPACTED GRAVEL BASE POND BOTTOM ELEV. 45.0 NOTES: COMPACTED SUEIGRADE POND DESIGN VOLUME 10,000 CUBIC FEET INFLOW 0.842 CIFS OUTFLOW 0.173 CFS MAXIMUM HEAD 2.5 FEET T.E.S.C. DISCHARGE STRUCTURE NOT TO SCALE h-DOW4-97 GRA001 4-96 Record Drawing Certification THESE PLANS ARE "APPROVED" FOR These drawings conform to the CONFORMANCE WITH THE CITY OF Contractor's Construction Records. AUBURN ENGINEERING DIVISION'S REQUIREMENTS. TAILS BY:----------- Date: --- APPROVED BY: Title/Position: - - - - - Confirmed by City: Date:----- DATE APPROVED:-_ S, 12 TEMPORARY AUBURN AUTO TRADING 12M EROSION CON TROL SHEET PC ML 51©1 AUBURN WAY NORTH PLAN 5, dC D 1 7 $9 SUBGRADE COMPACTED CLASS A BANKRUN GRAVEL TO MIN. 95% ASTM D-1557 (DEPTH VARIES). 2" MIN. COMPACTED DEPTH, 5/8" MINUS CRUSHED ROCK 2" MIN. COMPACTED DEPTH, ASPHALT CONCRETE PAVEMENT CL. 'B' 4. TYPICAL PAVING SECTION NOT TO SCALE CALCULATIONS FOR OIL/WATER SEPARATOR SIZE FLOW RATE 12 GPM (3/4" 0 HOSE BIB) MIN. DETENTION TIME = 60 MIN. MIN. VOLUME = 12 GPM x 60 MIN. = 720 GAL. USE 800 GAL. OIL/WATER SEPARATOR SUCH AS UTILITY VAULT CO. 577-SA OR CITY OF AUBURN APPROVED EQUIVALENT. ry O ADD GRADE RINGS w IF NECESSARY RIM 52.2 Z> C° 010 2f-6" f 4" PVC I.E. 48.5 6" TEE / W/4" STUB w a EC ww J LL w J_ < � U� Om � D m J UZ U m Q 0 �z� DEW %� (00(0w �o 1'-4" W-01 V-9" HINGED TOP W/ TRAFFIC BEARING LID SAMPLE PORT 4" PVC W/ VALVE 3 -0 " CONTRACTOR TO VERIFY I.E. 48.0 z 12" TEE W/4" STUB z U V 1'-11" 1" R -1/2:' =` PAVEMENT TOP OF CURB �-•:�'•�=• . AT APPROACH—17-3/4'j - 1 /2" R CEMENT CONCRETE OIL/WATER SEPARATOR VAULT DETAIL NOT TO SCALE OWNER: TOM SUPASATIT 2433 17th STREET S.E. AUBURN, WA 98002 SEABRANDS ENGINEERING 20219 SE 344th Street AUBURN, WA 98092 PHONE/FAX (206) 852-9203 NO f� NOT TO SCALE TOP OF BERM DIVIDING POND INTO TWO CELLS 40. U 32' POND BOTTOM TYPICAL SECTION 2" CLASS B ASPHALT CONCRETE PAVING 5-1/2" 1\ 1 2/ ,f I 1 /2" SLOPE TO DRAIN A _II I I I I I I I I I 1 1 2-5/8" MINUS CRUSHED ROCK �MINIMUM 1-1/2" TO 4" WASHED 18" THICKNESSROCK CORE QUARRY SPALLS 2 �r `'.� 2 CELL POND LAYER 1~: "t�� ( 1 BOTTOM A; �:- � �f :Y '.•^?� ems.• .. ..�.t. •� ... .. .t.:� :%t� � '. �:•'�;• NOTE: "KEY" NOT REQUIRED TYPICAL SECTION GRAVEL FILTER BERM REVISION NOT TO SCALE DATEI APPD CONCRETE III„ 11II�;III„ 1� OMPACTED SUB -BASE NOT TO SCALE 2-3-97 NONE DMGM CHECKED DCS MCS DRAVN FILE NAME NWL EABRAND4.DWG 8" CAP, RUBBER 8" GASKET PIPE SUPPORTS SEE NOTE 8' 0 RISER --, 8"x8"x8" PVC TEE RUBBER GASKET JOINTS (REMOVABLE) 8" 0 PVC OUTLET INV. 43.95 out 2YR.=0.0865 CFS 1OYR.=0.3758 CFS 25YR.=0.4992 CFS 50YR.=0.5118 CFS 100YR.=0.6401 CFS PVC MANHOLE - ADAPTER WATER TIGHT CONNECTION 5' 1.0' •� J 4. CONCRETE TROUGH DETAIL NOT TO SCALE RIM ELEV.=50.70 ROUND SOLID COVER E: MARKED "DRAIN". .�, ,. ADJUSTMENT BRICK •: . (4" MIN., 16" MAX.) a. a OFFSET TOP SLAB ° • . V 1 AT 1-7/8 "0 ORIFICE AT 46.50' 1 AT 1-7/8" 0 ORIFICE AT 46.20' 1 AT 2-7/8" 0 ORIFICE AT 45.80' 1 AT 2-3/4" 0 ORIFICE AT 45.50' ----------" STANDARD GALV. STEEL .. O LADDER/STEPS 12" O.C. G . o 0 8" 0 PVC O a �100 YR. WS ELEV.=47.12 50 YR. WS ELEV.=46.20 a O � < 25 YR. WS ELEV.=45.80 �Q/ z �1--1 10 YR. WS ELEV.=45.50 O 2 YR. WS ELEV.=45.38 00 INLET INV.=44.05 TOP OF RISER DETAIL 6" MIN. RUBBER GASKET NOT TO SCALE PLUG WITH INV. 1-5/8- ORIFICE HOLE NOTES: 1. STRUCTURE SHALL BE A 48" 0 TYPE II CATCH BASIN 2. PIPE SIZES & SLOPES: SEE PLANS 3. METAL PARTS SHALL BE CORROSION RESISTANT, GALVANIZED OR ALUMINIZED TYPE II 4. FRAME & LADDER OR STEPS OFFSET SO: a. CLEANOUT GATE IS VISIBLE FROM TOP b. CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE 5. PROVIDE TWO (2), THREE-INCH x 0.090 GAUGE STAINLESS STEEL RISER ORIFICE CONFIGURATION SUPPORT BRACKETS WITH TURNBUCKLE ANCHORED TO CONCRETE WALL (MINIMUM 2'-0" VERTICLE SPACING). 6. MAINTAIN A 4" MINIMUM SPACING FROM THE OUTSIDE DIAMETER OF ORIFICE HOLES ON THE TOP RISER. NOT TO SCALE MULTIPLE ORIFICE K­7 CONTROL STRUCTURE- 1\�4 NOT TO SCALE GRAD014 -9Co BLD0004-97 Record Drawing Certification THESE PLANS ARE "APPROVED" FOR These drawings conform to the CONFORMANCE WITH THE CITY OF Contractor's Construction Records. AUBURN ENGINEERING DIVISION'S REQUIREMENTS. 1 BY:----------- Date:--------- Title/Position:_APPROVED BY:I)- *-�• Confirmed by City: Date:______ DATE APPROVED:___ 1fA SECTIONS AUBURN AUTO TRADING AND 12730 �1� 5101 AUBURN WAY NORTH DETAILS EXPIRES 9/11/97 :] a4ur-5. :?A* I �) I QF 5 OSD.17.69 o-� OD m 0 6i 0 U) J Q z 0 rT- a) C_ 0 can i GENERAL PLAN NOTES 1. 1. THE FOLLOWING APPLICABLE GENERAL NOTES SHALL BE REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT: a. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. b. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. c. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ON SITE DURING CONSTRUCTION. d. A PRE —CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON —SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. e. 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). f. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON —SITE STORM WATER RUN OFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. g. LOCATION 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 RESPONSIBILITY. h. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1) i. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL (NO. TRSP-1). j. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). k. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL 2 ENGINEER. I. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON —SITE CONSTRUCTION, AS DIRECTED BY THE CITY. M. CERTIFIED AS —BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "CERTIFIED AS —BUILT REQUIREMENTS". n. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING ORDINANCE, SECTION NO. 18.50. o. FOR MH & CB RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTING SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. p. ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT—OF— WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL (NO. STFG-1) q. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR GPX MANHOLE ADAPTERS, OR APPROVED EQUAL. r. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 35 PIPE. S. BEDDING FOR PVC PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK FOUR INCHES (4") MINIMUM UNDER TO SIX INCHES (6") MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. t. 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. u. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. V. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT—OF—WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. w. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. X. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOs. GEPT-1, GEPT-2, AND GEPT-3 FOR CONSTRUCTION PROCEDURES. OWNER: TOM SUPASATIT 2433 17th STREET S.E. AUBURN, WA 98002 G. D. E. S. C. PLAN NOTES THE FOLLOWING NOTES SHALL BE REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT: a. WITHIN THE CITY OF AUBURN, ALL REQUIRED DETENTION, DRAINAGE, SEDIMENTATION AND 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 RUN—OFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. b. THE DETENTION, DRAINAGE, SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS NEEDED 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. c. FOR GRADING AND FILLING PROJECTS ASSOCIATED WITH A BUILDING PERMIT, THE TEMPORARY DRAINAGE CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL AND A CONVERSION FROM THE TEMPORARY TO PERMANENT SYSTEM CAN BE MADE. d. ALL TEMPORARY EROSION CONTROL FACILITIES, INCLUDING THE PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. e. ON PROJECTS WITH FILL AND GRADING PERMITS ONLY, AND FOR WHICH NO SUBSEQUENT BUILDING PERMIT HAS BEEN ISSUED, AN AS —BUILT OF THE GDESC PLAN WILL BE REQUIRED UPON COMPLETION OF GRADING ACTIVITIES. f. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: 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. 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 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 BY MULCHING AND HYDROSEEDING. STABILIZATION METHOD: HYDROSEEDING & MULCHING PER THE FOLLOWING: 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 120 LBS./ACRE: SEED MIX FOR SITE STABILIZATION 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, SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) BIO SWALE SEED MIX PROPORTIONS BY WEIGHT NAME 75-80 PERCENT TALL OR MEADOW FESQUE 10-15 PERCENT SEASIDE COLONIAL BENTGRASS 5-10 PERCENT REDTOP 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. SEABRANDS ENGINEERING 20219 SE 344th Street AUBURN, WA 98092 PHONE/FAX (206) 852-9203 NO REVISION DATE I APPD CONSTRUCTION SEQUENCE A. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN IF REQUIRED. B. FLAG CLEARING AND GRADING LIMITS. C. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. D. CONSTRUCT TEMPORARY "V" DITCH WITH ROCK CHECK DAMS. E. INSTALL FILTER FABRIC FENCES. F. CONSTRUCT TEMPORARY SEDIMENTATION POND, DISCHARGE CONTROL STRUCTURE, 48" TYPE II CATCH BASIN AND CONNECT TO CITY CATCH BASIN. G. PLACE FILL ON SITE BEGINNING AT NORTHWEST CORNER, MAINTAINING POSITIVE FLOW TO TEMPORARY "V" DITCH. H. INSTALL PUMP WELL FOR SEWER. I. INSTALL OIL/WATER SEPARATOR. J. CONSTRUCT WATER AND SEWER CONNECTIONS AND ELECTRICAL AND LANDSCAPING FACILITIES (UTILITY CONSTRUCTION WITHIN RIGHT—OF—WAY — 3 DAYS) K. PLACE CRUSHED ROCK AND PAVE SITE INCLUDING INSTALLATION OF PERMANENT DRIVEWAY (DRIVEWAY CONSTRUCTION — 15 DAYS). L. INSTALL PERMANENT CHAIN LINK FENCE AND GATES. M. INSTALL LIGHTING SYSTEM. N. CONSTRUCT PERMANENT BUILDING FACILITIES. 0. CONSTRUCT PERMANENT SWALE AND DETENTION FACILITY. P. CLEAN ENTIRE STORM SYSTEM AND CLEAN STREETS. Q. HYDROSEED ALL LANDSCAPED AREAS UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. R. MAINTAIN ESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. BRING INFILTRATION FACILITY ON—LINE. DO NOT CONVEY SEDIMENT —LADEN WATER INTO STORM DRAINAGE SYSTEM S. REMOVE T.E.S.C. FACILITIES UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY OF AUBURN OFFICIAL. _2-3-97 NONEAFA 4 DESIGNED CHECKED�� DCS MCS DRAWN FILE NAME NWL 9EABRAND5.DWGI EXPIRES STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR 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 STREAMS". WATER LINE CONSTRUCTION NOTES THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATION STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. SERVICES SHALL BE A MINIMUM OF 3/4 INCH TYPE K COPPER TUBING OR GALVANIZED PIPE. THE CITY OF AUBURN WILL INSTALL THE METER. THE CITY WILL INSTALL SERVICE FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET. Record Drawing Certification These drawings conform to the Contractor's Construction Records. BY:------- Title/Position: Confirmed by Date: Citv: Date: 5LD0004 - 57 GRA0014-96 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITE' OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. APPROVED BY: — DATE APPROVED: 3%ZS-)g7 AUBURN AUTO TRADING GENERAL ST ST ombi 5101 AUBURN WAY NORTH NO TES 05D1789 Pa" 10 .s or