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Home My WebLink About05D1867PEPPER TREE BEST WESTERN MOTEL GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2b02/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. 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). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 40-UNIT ADDITION 401 8TH STREET SW AUBURN, WASHINGTON PARCEL NUMBER 132104-9113 AND 132104-9112 LOCATED IN SECTION 13, T. 21 N., R. 4 E. APRIL 2005 NOTES: CODES: I.B.C. 2003 EDITION WITH WAC AMENDMENTS BUILDING ZONE C-4 OCCUPANCY R1 CONSTRUCTION: V-1 HOUR 84 UNIT HOTEL EXISTING - 4 STORY 40 UNIT HOTEL ADDITION - 4 STORY BUILDING SPRINKLED, NFPA 13 BASIC AREA ALLOWED 10,500 SQ. FT. X 2 (MULTISTORY) = 21,000 SEPARATION 4 SIDES (100%) = 21,000 x 2 = 42,000 SO. FT. ALLOWED TOTAL BUILDING SQUARE FOOTAGE, 53,899 SQ.FT.+ 20,736 SOYT. = 74,635 AREA SOUTH OF AREA SEPARATION WALL = 41,713 SQ. FT. AREA NORTH OF AREA SEPARATION WALL, 12,186 SQ.FT. INCLUDING ADDITION OF 20,736 SQ.FT. = 32,922 SQ. FT. EXISTING BUILDING ADDITION TOTAL 1ST FLOOR AREA = 14,960 SQ FT 5.165 SQ.FT. 20,125 SQ.FT. 2ND FLOOR AREA = 12,834 SQ FT 5.093 SQ.FT. 17,927 SQ.FT. 3RD FLOOR AREA = 12,834 SQ FT 5.093 SQ.FT. 17,927 SQ.FT. 4TH FLOOR AREA = 12,834 SQ FT 5.093 SQ.FT. 17,927 SQ.FT. TOTAL GROSS FLOOR AREA OF BLDG.= 74,360 SQ FT SITE AREA = 124,039 SQ. FT. 100% 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND TOTAL BUILDING AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND COVERAGE = M125 SO. FT. 16.2% EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY ASPHALT PAVING = 56,963 SQ. FT. 5096 SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WALKS = 3,735 SQ. FT. 6% WITH THEM. 15th St SW LANDSCAPE AREA = 13R35 SQ. FT 27.8% 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OP PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR JIM PARKING REQUIRED = 155 STALLS OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. PARKING PROVIDED = STANDARD 148 STALLS 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER ViCINI TY MAP NORTH H.C. 7 STALLS TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. N TS TOTAL 155 STALLS SITE NOTES 1. ;ACCORDING SITE GEOTECHNICAL REPORT (E8285) THE WATER TABLE VARIES FROM 8 -TO 12 FEET BELOW GROUND SURFACE BETWEEN WINTER AND SUMMER MONTHS. CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING 2. REMOVE PRE -LOAD 3. REPLACE AND ADD TO EROSION CONTROL FEATURES 3. EXCAVATE AND CONSTRUCT BUILDING FOOTINGS 4. INSTALL UNDERGROUND UTILITIES 5. CONSTRUCT SIDEWALKS AND CURBS 6. CONSTRUCT BUILDING 7. INSTALL ASPHALT PAVEMENT AND LANDSCAPING LEGEND EXISTING CATCH BASIN ■ PROPOSED CATCH BASIN EXISTING MANHOLE PROPOSED MANHOLE oC0 PROPOSED CLEAN OUT ORD PROPOSED ROOF DRAIN 527.7 EXISTING SPOT ELEVATION 2 PROPOSED SPOT ELEVATION ^-^--� DRAINAGE FLOW DIRECTION — -- PROPERTY LINE EXISTING EASEMENT PROPOSED EASEMENT -'' - - - EXISTING STORM SEWER ----+�--- PROPOSED STORM SEWER EXISTING SANITARY SEWER — ---5�— — PROPOSED SANITARY SEWER EXISTING WATER LIME W -- PROPOSED WATER LINE -- -- - EXISTING CURB PROPOSED CURB ALCULA11ON EXISTING BUILDING 14,960 SF EXISTING PAVEMENT 54.550 SF TOTAL 69,540 SF NEW BUILDING 5,165 SF NEW PAVEMENT 11,850 SF TOTAL 17,015 SF NET CHANGE 17,015 SF E.A. WHITE CONSTRUCTION CO LLC C/O PETE WHITE 18965 SW 84TH TUALATIN, OREGON 97062 PHONE (503) 691-8311 FAX (503) 691-8510 CIVIL ENGINEER TIMOTHY R. TURNER TRT ENGINEERING, INC. 2636 S.E MARKET STREET PORTLAND, OREGON 97214 PHONE (503) 235-7592 FAX` (503) 235-7593 ARCHITECT/STRUCTURAL ENGINEER HAYDEN CONSULTING ENGINEERS 8255 SW HUNZIKER ST, SUITE 100 TIGARD, OREGON 97223 PHONE (503) 968-9994 SURVEYOR KENNETH R. ANDERSON & ASSOCIATES 1720 341 ST PLACE, SUITE 4 FEDERAL WAY, WASHINGTON 98003 OWNER JOHN AND RITA SANTILLANES, LLC 3711 SOUTH GEIFER BLVD SPOKANE WASHINGTON LEGAL DESCRIPTION PHONE (509) 624-4655 SE QUARTER SECTION 13, T21N., R04E. LOTS 2 & 3, CITY OF AUBURN SHORT PLAT NO. SPL 0002-98, PARCEL #132104-9112 & 132104-911 #03—H, ELEVATION: NAVD888=89.95 MARK IS STAMPED — 6991 1992 AT CENTERLINE OF 15TH ST & "C" ST SW R.f- 05 N� ��'GIST `s`SIONAL �� .� p jlj/o FOR CONSTRUCTION REV DATE DESCRIPTION DWN BY DES BY ICHK BY APP BY DATE OF ISSUE DYM BY NOV 2004 DES BY m CKK BY APP BY TRT SHEET ,INDEX 1 - COVER SHEET 2 - SITE PLAN 3 - GRADING AND EROSION CONTROL PLAN 4 - STORM DRAIN PLAN AND PROFILE 5 - WATER LINE PLAN AND PROFILE 6 - SANITARY SEWER PLAN AND PROFILE TRT ENGINEERING, INC. 2636 S.E. MARKET STREET PORTLAND, OREGON 97214 PHONE (503) 235-7592 FAX (503) 23.5-7593 CD 0 CD RECORD DRA WNt; CERTIFICA 77ON THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUC77ON RECORDS BY � II �� DA 7E- 77TLEj 9710N . rQ#N "^ 7i Vr CON iRMED BY CI T1' g:%, DA Ir.- PROJECT REF. FAC05-0004 7HESE PLANS ARE APPROVED FAIR CONFORMANCE W 7H CITY OF AUSURN IS ENGINEERING DIVISION REQUIREMENTS. APPROVED B Y.- / DATE APPROVED:_ 4i •r AUBURNCV01 4/9/05 E.A. WHITE CONSTRUCTION M LLC BEST WESTERN PEPPER TREE 40-UNIT ADDITION 401 8TH AVENUE SW AUBURN, WASHINGTON COVER SHEET DRAWING NO. PROJECT NO. WH08 o ��3� ,�� QSD /$&7 EXISTING I I L- SANITARY I - ---- -I I I I I I I I I I I I I I � i ITS QF I M�INTAIN 5' SEP "A'N 0 20 40 SCALE IN FEET -LOAD PILE )M BUILDING r _. EXISTING 15 SANIT II SEWER EASEMENT I �I I, I i I I � i I � � _I I � I IL-------- N---------- I I I Iji - ---- . _ - ------------ L -e- -L-- IT NSTALL SILT CONTROL FENCE L AROUND PRE -LOAD PILE DUMPSTER PER STD DETAIL EROSION-02 29' In o h o► r` z II N Fi W uo R zLJ Xz Zm ho f7� F> m L FINISHED GRADE 10 5' PRE -LOAD — WITH 1:1 SIDE SLOPES �— — — L Y4"-0 CRUSHED ROCK EXISTING GR(XJND PRE -LOAD SECTION DETAI D �` I 78.5 -T--F-I I 0 INSTALL CONSTRUCTION ENTRANCE STD DETAIL EROSION-01 INSTALL SILT CONTROL FENCE AROUND PARKING LOAD PER STD DETAIL EROSION-02 0 z 133' m m m 0 o o 0 Z 2 F^W Z w w h N^cr W - PAVEMENT: lzl�..r; 0�: W N m N m 2" AC OVER O p v > 0 v > 0 FINISHED GRADE 4" CRUSHED ROCK 0 > > u`t.w� mow:. _w EXISTING GROUND I- 134.4' _ Ln to r oi r- $ tI W W z zti z `d z f- 0 Wow Aj m U1 M a- M '. 5' PRE -LOAD z 00 1- WITH 1:1 SIDE SLOPE FEU-) > FINISHED GRADE ;n 3/4"-0 CRUSHED ROCK x W i WW --------- --�------------------------� EXISTING GROUND PRE -LOAD SECTION DETAIiL G PAVEMENT SECTION DETAIL 107' ml a: U _ � m F U F N®W 3 Wr; r` ►-� ao is ei ar PAVEMENT: z r` n W h m 2" AC OVER > d > v Mai_ > FINISHED GRADE 4" CRUSHED ROCK W .~.� < � L►.W � 2W EXISTING GROUND PAVEMENT SECTION D-ETAIL-04 �r r 1 •r (r r INSTALL STRAW AND HAY BARRIER PER STD \ EROSION -07 6 I1 r .r r �r . r r Rr4G- 'y . ST1*5 ONAL MXS: ziui�� FOR CONSTRUCTION EXCAVATION AND FILL SUMMARY 1. ORGANIC AND TOPSOIL STRIPPING = 310 CUBIC YARDS 2. STRUCTURAL SOIL FILL = 650 CUBIC YARDS 3. AGGREGATE BASE AND ASPHALT = 475 CUBIC YARDS Table 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE Name Proportions By Percent Purity Weight Redtop (Agrostis albe) 10% 92% Annual Rye (Lolium multiformum) 40% 98% Chewings Fescue (Festuca rebra 40% 97% commutota) (Jamestown, Banner, Shaddow or Koket) White Dutch Clover (Trifolium) 10% 96% * Apply at a rate of 120 lbs./acre DATE OF WN BY �. � CHK BY J EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IP NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF IN FILTRATION SYSTEM IS USED), SEDIMENTATION 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 III THE RESPONSIIIi.,ITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE BUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MATERIAL DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER TO MARCH 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 SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. TRT ENGINEERING. INC. 2636 S.E. MARKET STREET PORTLAND, OREGON 97214 PHONE (503) 235-7592 FAX (503) 236-7593 RECORD DRA WING CER 71F7CA TION THESE DRA WNGS CONFORM TO 7HE CONTRACTOR'S CON✓STRUCRON RECORDS 71 TZE/POSI T10N. &JG10ftK- 'TAT' CONFIRMED BY CITY.- �_• DATE• �. PROJECT REF- FAC05-0004 THESE PLANS ARE APPROVIED FOR CONFORMANCE WITH CITY OF AUBURi'V 5 ENGINEERING DIVISION REQUIREMENTS APPROVED BY- I j 1�./4 DATE APPROVED: GRADING PLAN 4/9/05 E.A. WHITE CONSTRUCTION CO. LLC BEST WESTERN PEPPER TREE 40-UNIT ADDITION 401 STH AVENUE SW AUBURN, WASHINGTON LGRADING AND EROSION CONTROL PLAN DRAWING NO. 3 PROJECT NO. WHOO i8G7 LEGEND EXISTING CATCH BASIN ■ PROPOSED CATCH BASIN EXISTING MANHOLE • PROPOSED MANHOLE 000 PROPOSED CLEAN OUT 0RD PROPOSED ROOF DRAIN 527.7 EXISTING SPOT ELEVATION 203.0 PROPOSED SPOT ELEVATION DRAINAGE FLOW DIRECTION --- - - PROPERTY LINE I N SAN a ti O ! RE_uCA-rC� EXISTING 8" DI SPRINKLER SUPPLY' 79.0 I Pa era \ .4- Lot 3 - - - I s e 2.08 Acres W I . ----- - I 76 z FFE=79.5 _ 9 'I 12 Ec -- _+ t_- trt F t -t_ T f_ +y 1 10 X -z�"- `--- w I Fed W <. 11 � RD I 0 20 40 I 4 I � . SCALE IN FEET 80 79 78 77 76 75 74 73 72 I 40 ROOM ADDITION ; I = I I I I d.~ ,D FFE=79.5 j --- EXISTING FDC -7 R- bl ull- -- -�� ---- RD i ,\ � EXISTINt HYDRANT _ SD mac,- ---- -- - EXISTING STORM DRAIN SD _- - - - - DUMP EXISTING 8 SANITARY SEWER <,S t - ,S _ 71 EX SSMH -57 EX SSMH 808-56 RIM=78.3 RIM=78.3 IE=78.3 IE=72.71 (8" W) IE=72.81 (8" N&S) AIDE 4V-120 P l _ 6 -1 PVC A ► ' S-LOFEI - 0.29% ;TALL ETHAFOAM BARRIER INSTALL THE NO _ a W 8 SAM ARY NEw 8" . 67 - 0+00 0+50 1 +00 STORM LINE 1 PROFILE SCALE: HORIZ. 1 "=20', VERT. 1 "=2' - EXISTING EASEMENT PROPOSED EASEMENT EXISTING STORM SEWER --- 5�--- PROPOSED STORM SEWER EXISTING SANITARY SEWER _SS PROPOSED SANITARY SEWER ----- W EXISTING WATER LINE w PROPOSED WATER LINE: -_ - ---- EXISTING CURB PROPOSED CURB -SE1 0 INLET 51 LE =73.94 TA 1 50 RIM=7 .3 j I.E.-7 .81 - A T, r: NEW 8 WATER - INSTALL E A - FOAM BA SEE CROS NG it- NOTES T SLOPE = 0. 'IER TES 1 +5C 80 79 78 77 76 75 74 73 72 80 79 78 77 76 75 74 73 72 T t t t r_ _ i t +t=� t LLJ + r zqC a C t �t Q �t , 1 r++ + f I 4 ' J+1 +:tJ �+ f 1 Il i r EX SSMH 808-55 t-1 _ STA 110+00 LINE 2 S A 10 84 -STA 1+03 LINE 1 T 1L INLET 4N- RI 7 - -- -- RIM 78.5 - I.0.-74.1 I.E.= 3.94 -_ --; -- FINISHED f- EXISTING GRADE GROUND �I 12 F I I - - v 4Illt)s %��'GISTE��'v L)I11,o,5 `QsIONAL E� EXPIRES: 2/28/07 FOR CONSTRUCTION I AT SL7 10+00 10+50 11 +00 STORM LINE 2 PROFILE SCALE: HORIZ. 1 "=20', VERT. 1 "=2' REV DATE DESCRIPTION DWN BY DES BY CHK BY I APP BY DATE OF ISSUE DWN BY TRT CHK BY NOV 2004 DES BY TRT APP BY 80 79 78 77 76 75 74 73 72 Lot 2 0.75 Acres KEY NOTES 1� CONNECT NEW 12" PVC STORM DRAIN TO EXISTING CATCH BASIN AT IE=74.24 GROUT 12" OUTLET TO WEST 20 INSTALL 37.2'-12" PVC SDR 21 STORM DRAIN AT 0.29% 3� INSTALL TYPE 1 L INLET, RIM=78.3, IE=74.12 O INSTALL 62'-12" PVC SDR 21 STORM DRAIN AT 0.29% O5 INSTALL TYPE 1 L INLET, RIM=78.5, IE=73.94 O INSTALL OIL -TRAPPING CATCH BASIN, IE=74.21 O INSTALL 84'-12 PVC SDR 21 STORM DRAIN AT 0.29% O8 INSTALL 47'-12" PVC SDR 21 STORM DRAIN AT 0.29% 90 INSTALL STORM MANHOLE (T-II 48") OVER EXISTING STORM DRAIN, RIM=78.3, IE=73.81 10 INSTALL TYPE 1 L INLET OVER EXISTING STORM DRAIN AT IE=74.81 11 CONNECT 6" ABS ROOF DRAIN PIPE TO NEW INLET AT IE=74.91 12 CONNECT 6" ABS ROOF DRAIN PIPE TO MANHOLE AT IE=73.90 13 REMOVE EXISTING STORM DRAIN PIPE BETWEEN MANHOLE AND INLET CROSSING NOTES: 1. FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSING) OF VERTICAL SEPARATION A 3"x48"x108" SHEET ETHAFOAM 220 SHALL BE BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4.1 2. AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. TRT ENGINEERING. INC. 2636 S.E. MARKET STREET PORTLAND, OREGON 97214 PHONE (503) 235-7592 FAX (503) 235-7593 RECORD DRA WING CER TIFICA TION THESE DRAWINGS CONFORM TO THE CONTRA-C�TOR'S CONSTRUCTION RECORDS B Y. � 7«✓� &--- �k*- DA TE.• TI TLE/POSITION: ?9-T CONFIRMED BY Cl TY.• DA TE. A*O- PROJECT REF • FA C05- 0004 ��•�`�' THESE PLANS ARE APPROVED FOR CONFORMANCE WITH CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY- DA TE APPROVED: ' C AUBURNPP01 4/9/05 E.A. WHITE CONSTRUCTION CO. LLC BEST WESTERN PEPPER TREE 40-UNIT ADDITION 401 8TH AVENUE SW AUBURN, WASHINGTON STORM DRAIN PLAN AND PROFILE , DRAWING N0. 4 PROJECT NO. WH08 C)CO 1667 EXIST_ 5 001 11 4+00 ADDED SAW _ _ f nrANl-IaLE �—+—� �--- � I �4466 � I - - I =M---- -�- M — — _- — E W 8" SA II TAR SE I I — (0,rNscY la, z z EXISTING 8''rSANITAR EXIS10 40 MN EXISTING STORM -1 I 8_ _ I w' 12 o w (or4S►�►ED wA*act- FI Q I I'` Sa.►+ 5Ew EASE+►nE'`Jr' 3:I I I co I af 0 I I 0- z _ . C •13 (un) I I X I w �I EXIS } ABS I , I 3+ 0 i SD I / 10oel �I I I MANHOLE I I I 1 g I _ I NrLET I I I 16 �I i .I I II I 1 � �I j II y . III - 9 � z II N - -H ' IX w I lw I i� w I taJ a iz E Lo Gti'( tv 3 ui 2 J co }'Iy DiNNT z i w z 358-H Ln �-_ x 3 f w X 3 w cn -- - _=-W - - --=--- IsTI a" W w 7 ------------- 1 6 A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHALL CONTACT FIRE DEPARTMENT FOR REQUIREMENTS — �_______ EXISTI6 DI FDC NG " UNE I -- _— I_—TI I z I a II 5 00 Y � KEYNOTES O INSTALL 2" DOMESTIC TAP PER COA STD DTL WATER-14 O2 INSTALL 57'-2" COPPER DOMESTIC SERVICE PER STD DTL WATER-14 O INSTALL 1-1/2" WATER METER PER COA STD DTL WATER-14 �4 RELOCATE FDC O5 INSTALL 30'-6" DI FDC LINE WITH 1-90' BEND (MJ) AND CONCRETE THRUST BLOCKS PER COA STD DTL WATER-01 O6 CONNECT NEW 8" DI CL52 TO EXISTING 8" DI STUB -OUT, REMOVE HYDRANT TEE �7 INSTALL 90- BEND (MJ) WITH CONCRETE THRUST BLOCKS PER COA STD DTL WATER-01 �8 INSTALL 527'-8" DI CL52 WATER LINE �9 REMOVE EXISTING 6" DI FDC AND PIPE UNDER NEW BUILDING 10 INSTALL 90' BEND (MJ) WITH CONCRETE THRUST BLOCKS PER COA STD DTL WATER-01 11 INSTALL 8"x8%6" TEE (MJxMJxFL) WITH CONCRETE THRUST BLOCKS PER COA STD DTL WATER-01 12 INSTALL 40'-6" DI CL52 HYDRANT SUPPLY PIPE 13 INSTALL FIRE HYDRANT ASSEMBLY PER COA STD DTL WATER-07 14 INSTALL 8" TAPPING TEE FULL SADDLE 8" GATE VALVE (MJxJxFL) WITH CONCRETE THRUST BLOCKS PER COA STD DTL WATER-01 15 CONNECT TO EXISTING 6" WITH 90• BEND (MJ) 16 INSTALL AIR/VACUUM RELEASE VALVE PER COA STD DTL WATER-02 17 REMOVE HYDRANT 18 INSTALL 45- BEND (MJ) WITH CONCRETE THRUST BLOCKS PER COA STD DTL WATER-01 19 REMOVE EXISTING 12" STORM BETWEEN INLET AND MANHOLE SPRINKLER SYSTEM NOTES 1. FIRE LINE TO BE SIZED BY A FIRE PROTECTION ENGINEER. 2. BACKFLOW PROTECTION IS REQUIRED ON THE FIRE SPRINKLER LINES. 3. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. N CROSSING NOTES 1. FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION A 3%48%108" SHEET OF ETHAFOAM 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4 0 20 40 2. AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. SCALE IN FEET CROSS CONNECTION NOTES RELbCATGl0 W-4T60- Sexvlty 6.&&)C- rlDrJ 1. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES SHALL COMPLY WITH THE CITY'S TECHNICAL MEMO 'INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION ASSEMBLIES. 2. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW ASSEMBLY PLUMBING PERMIT. 3. BACKFLOW PREVENTION ASSEMBLIES SHALL BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH LIST OF APPROVED BACKFLOW ASSEMBLIES. 4. BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AND INSPECTED BY A CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5. PRIOR TO INSTALLATION, BACKFLOW PREVENTION ASSEMBLY PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL BY A CROSS CONNECTION CONTROL SPECIALIST. REVERSE FLOW PREVENTION NOTES 1. PRIOR TO BEGINNING THE WATER MAIN INSTALLATION THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE INTENDED METHOD, IN DETAIL, THAT WILL BE INCORPORATED TO INSURE THE PREVENTION OF REVERSE FLOWS FROM ENTERING THE EXISTING DISTRIBUTION SYSTEM. THE PLAN SHALL MEET THE REQUIREMENTS OF WAC 246-290-490. 2. THE CONTRACTOR SHALL CONSIDER THIS PLAN AS A SUBMITTAL, AND SUBMIT IT PER THE SPECIFICATIONS PROVIDED IN SECTION 1-06 (SUBMITTALS). THE ENGINEER MUST APPROVE THIS PLAN PRIOR TO THE CONTRACTOR STARTING WORK ON THE WATER MAIN. I I ---�---+-- I i INSTALL _ BEND PIPE OR ECES -SEPARATION FLEOT ARY TO STA 1+40 ----�--._ VE - ! -+- I ------ �, -- --- --- -- ----- -- EXIS NG INSTALL BENDS MAINTAIN � PAR j DEFLECT TiON _ TALL BENDS OR PIPENECESSARY I � - AIR ACU M V EXI CRO STA TING TH RIE SING 8- STORM IE= ,SEE OTES 5.3 Ai I 90nNG MAIN 80 GROYND 7s 9 7878 OlIR 77 77 76 76 7575 74 4 ER 73TO BE REMONED 73 72 72 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 WATER 1 PROFILE SCALE: HORIZ. 1"=20', VERT. 1"=2' -- A� � S A 4+54 T MAINTAIN CROSSING NOTES: 1. FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSING) OF VERTICAL SEPARATION A 3"x48"x108" SHEET ETHAFOAM 220 SHALL BE BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1-9.1.4.1 2. AT WATER CROSSINGS WITH „STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36 AS NECESSARY. .os "d 35080 �0�� GIST Eg�'Csti V4 ' 1 l 0.5 SSIDNAL E� EXPIRES: 2/28/07 FOR CONSTRUCTION REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY DATE OF ISSUE DWN BY TRT CHK BY FEB 2005 DES BY TRT APP BY TRT ENGINEERING. INC. 2636 S.E. MARKET STREET PORTLAND, OREGON 97214 PHONE (503) 235-7592 FAX (503) 235-7593 RECORD DRA WING CER TlFICA TION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. B Y. �/� DATE.• TITLE/POSITION: rw/W6.em TaT- CONFIRMED B Y Cl TY.• DATE.• *00 I_Z,14f� f PROJECT REF- FA C05- 0004 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH CITY OF AUBURN'S ENGINEERING DIVISION REC1 UIREMEN TS. APPROVED BY- DATE APPR01/ED: ! QS— AUBURNPP02 4/11 /05 E.A. WHITE CONSTRUCTION CO. LLC BEST WESTERN PEPPER TREE 40—UNIT ADDITION 401 8TH AVENUE SW5 AUBURN, WASHINGTON WATER LINE PLAN AND PROFILE DRAWING N0. PROJECT NO. WH08 OCD1867 ��hJ[� | ��un�� EXISTING CATCH BASIN U� PROPOSED CATCH BASIN EXISTING MANHOLE PROPOSED MANHOLE 0�0 PROPOSED CLEAN OUT �O o PROPOSED ROOF DRAIN >< 5277 EXISTING SPOT ELEVATION — DRAINAGE FLOW DIRECTION PROPERTY LINE �� ^.��' 4q�' EXISTING STORM / j-73 " --- ' --- ' ' ---- ' --- ' 2f00 | ' ------- ------ --- uj ui Lu _< Z � � m 5SK� 0t)8_773 ~ �~� 9,\Vw_ -71 � | ZI 00 cn co DRAWNG NO. 6 PROJECT NO. STA 3+00 STA 0+00 RIM 78.3 80 80 OTA GROUND IN �OU�:Tloo 78 77 1291 75 7w, 75 INSTALL I -�tAF BARRIER ---INS�ALL-17HAFOAM BARRIER 8"xl 0" SE CROSSING NOTES 72 CONNECiT TO -n f— i 4, W-pw- EXISTING 10" CO ECT TO SANITARY SEWER PROFILE ------ ------ STA 3+00 STA 0+00 RIM 78.3 80 80 OTA GROUND IN �OU�:Tloo 78 77 1291 75 7w, 75 INSTALL I -�tAF BARRIER ---INS�ALL-17HAFOAM BARRIER 8"xl 0" SE CROSSING NOTES 72 CONNECiT TO -n f— i 4, W-pw- EXISTING 10" CO ECT TO SANITARY SEWER PROFILE ------ ------ EXISTING EASEMENT ------ ' ------- PROPOSED EASEMENT EXISTING STORM SEWER SD PROPOSED STORM SEWER EXISTING SANITARY SEWER S3 --- --- --- --- PROPOSED SANITARY SEWER --��-- � E%|SllNC WATER LINE � ------ ------- PROPOSED WATER LINE ' EXISTING CURB PROPOSED CURB 1 `. FOR CONSTRUCTION REV DATE DESCRIPTION DWN BY I DES BY CHK BY I APP BY DATE OF ISSUE DWN BY TRT CHK BY NOV 2004 DES BY IRT APP BY TRT ENGINEERING. INC S.E.2636 MARKET STREET PORTLAND, ORE IN 4 KEY NOTES �U STA OfOO REMOVE EXISTING MANHOLE AND EXTEND 8" AND 8" PVC TO NEW MANHOLE' 6" TO ENTER MANHOLE AT 45^ FROM 8" PLUG EX|STNG PIPE OUTLET TO THE WEST INSTALL 14'-8" PVC SDR 21 SANITARY SEWER ATS=O.4O% INSTALL 15`-0" PVC SDR 21 SANITARY SEWER AND 45^ BEND STA 0f10 INSTALL TYPE || 48^' MANHOLE /#808-74l ~^ |E IN EXISTING /N1=73.00 |E IN NEW /8\=73.00 |E OUT (VV)=72.77 CONNECT EX|3TNG PIPE FROM NORTH \�] INSTALL 280`-8" PVC SDR 21 SANITARY SEWER 3=0.40% �5\ INSTALL 34`-6" PVC SANITARY SEWER LATERAL. |E AT MA|N=73.10 SEE PLUMBING PLAN FOR CONTINUATION IN BUILDING STA 2f90 INSTALL TYPE || 48" MANHOLE /#808-73\ ~-^ |E=71.03 /�� L/J INSTALL SANITARY SOR 21 8AN|TA�SEWER AT S=O.4O�� AND 8"x1O" PVC �� ENLARGER AT CONNECTION TO EXISTING MAIN STA JfOD REMOVE EXISTING MANHOLE AND EXTEND 8" PVC TO NEW MANHOLE ~-~ PLUG INLET PIPE FROM EAST � �� i�GROUT AND ABANDON EX|STN{� SANITARY SEWER BETWEEN MANHOLES �� yu/ FIELD VERIFY LOCATION OF EXISTING STORM DRAIN �^ ADJUST MANHOLE LOCATION TO AVOID CONFLICT VV INSTALL CLEANOUT ASSEMBLY ON SANITARY SEWER LATERAL CROSSING NOTES: 1. FOR CROSSINGS WITH LESS THAN 1' (1.5' FOR SEWER AND WATER CROSSING) OF VERTICAL SEPARATION A 3"x48"xlO8" SHEET ETHAFOAM 220 SHALL BE BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C11-9.1.4.1 2. AT WATER CROSSINGS WITH STORM LINES, DEPTH OF COVER OVER THE WATER MAIN MAY BE REDUCED TO 36" AS NECESSARY. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. CONFIRMED BY CITY- DA Mr. PROJECT REF FAC05-0004 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY- �U�U�N�]�][l� ^1/11�n� ""u�...... �� -,/../uu E.A. U�|T� �`[l��T�U�T|�lW /`�l | U` ��,,WHITE ^^��'�`�''`^^`�''^�', ^^`�_ ^�� A��T VV��T�� T�� BEST WESTERN . ��. ° . PEPPER . ��. ` TREE `�� O—U�J|T ��|T|�l� '^^ `^'`'' '`��`�'''^�'" ^1O1 �TA AVENUE �VU .° . `� . . . " . u `�� .^ .. �U�U��J VV��|�[��N '``^`�^^.`.", ,`'``�....,^^.^^.` SANITARY S[UU[R PLAN AND PROFILE �..�+.~+~.+~+~ ~~~~ '�+~+ ��++~ . + + + + + '^ �+~~~~~ .^+,~ *~+ 00 - ME ��|T� PLAN `// | �_ 1/30" = 1'-O^ � S 010 20v 1 0vv W 2 / �� INDICATES EXISTING TREE$ TO REMAIN PLANT LIST; P9KER TREE AUBURN ITEM QUANT. SIZE DESCRIPTION 2 # 7A 6 17 2 GAL HINO CRIMSON AZALEA �� `4 _7 �� / rr ' -~ #1O 28 3GAL PHOT�|NAFRASER| , #17 NOT USED 3GAL C0TTONEASTERPARNB1 7#18 2004" ANNUALS \��/ #19 11 O' VINE MAPLE�� ^� rr / 7 �= EXISTING LANDSCAPING ~~ ROUGH SEED (NOT IRRIGATED) BARK DUST ~~. T�FF'�� n / /��-�- N F'REMAI SPECICAT/x INSTALLER DESIGNED AUTOMATIC SYSTEM PROVIDING FULL COVERAGE. N '. '.,.'. '` ~�~.~~.�~ ,,~�.`..�.^^`~.,~.^^�~. �- SOIL PREPARATION TILL ALL LAWN AREAS AND SHRUB BEDS 0"DEEP. TILL |N3"0F COMPOSTED YARD DEBR|S |NLAVVN�REASRA�E|NTOTMET0P�|N�HOFSO|L�0L88 ' ' /1OOO5Q.FT.DOLOMITE AND 10L8S/1O0OSO.F[OFWEBFOOT "TURF TREB.OR COMPARABLE FERTILIZER. 8ACKF|LLMIX FOR SHRUBS AND TREES WILL INCLUDE 1/3 8YVOLUME COMPOST AND 2/3NATIVE TOPGO|L 1OAND 20GRAM PLANT TABS WILL BEUSED ACCORDING TOMANUFACTURERS RECOMyNENDAT|ONS IF � m� APPROPRIATE QUALITY TO ALLOW PLANTS AND LAWN TO THRIVE, REMOVE AND REPLACE 6" oo |NTHE LAVVNAREAS AND 18"|NTHE SHRUB BEDS. ' -- BARK MULCH: ALL SHRUB BEDS WILL BECOVERED WITH A2INCH LAYER OFRED LAVA 0�� - � . ROCK, FRESH MEDIUM GRIND FIR BARK ORCOMPOST PER OWNER'S DECISION. z4 0) STAKE ALL DECIDUOUS TREES WITH TWO 2�2"X7'F|RSTAKES. ALL 0 = UJ=� EVERGREEN TREES WILL BESTAKED WITH THREE 2"X2'X3O"STAKES AND GUYED. GUARANTEE AND MAINTENANCE: TO REMAIN MAINTAIN ALL LAWN AREAS THROUGH THE SECOND MOWING. ASSURE ATHICK, EVEN STAND OF GRASS. IRRIGATION SYSTEM, PLANTS AND um-- ` PLANTING WILL BE GUARANTEED ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION co 00 �^ - . . ' c� wz 0 00r� ~*�~- _' ][ u_ #| 3 �� f� /1 ' � 8 U '�� 8 T/� �FK��|N / �/ /��/vm//x /� �� 7 cz � / _ T��FF�� / /��-�-`� ^ REMAIN c_ #J —r - e NM DATE 10K 14-0,5.C5 PLAN REVIEW � ^ ~m~� ---- � . . � | .. . ._-. UJI IV 11 ui TO REMAIN THESE PLANS ARE APPROVED FOR THESE DRAWINGS CONFORM TO THE CONFORMANCE WITH CITY OF AUBURN'S CONTRACTOR'S CONSTRUCTION RECORDS. (DOATE. 04-05-05 ENGINEERING DIVISION REQUIREMENTS. SCALE: 1 "=30' ANN- DATE APPROVED: PO OCD 1867 PEPPER TREE BEST WESTERN MOTEL GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO -THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, ORME, AND MUNICIPAL CONSTRUCTION" (2002/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. 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). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 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. 7. 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 ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. SITE NOTES 1. ACCORDING SITE GEOTECHNICAL REPORT (E8285) THE WATER TABLE VARIES FROM 8 TO 12 FEET BELOW GROUND SURFACE BETWEEN WINTER AND SUMMER MONTHS. CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN 2. ESTABLISH CLEARING AND GRUBBING LIMITS 3. INSTALL SEDIMENT FENCE EROSION PROTECTION 4. REMOVE SIDEWALKS AND STREET LIGHTS IN PRE -LOAD AREA 5. PLACE PRE -LOAD LfQENQ EXISTING CATCH BASIN ■ PROPOSED CATCH BASIN i EXISTING MANHOLE PROPOSED MANHOLE oC0 PROPOSED CLEAN OUT ORD PROPOSED ROOF DRAIN 527.7 EXISTING SPOT ELEVATION -2010 PROPOSED SPOT ELEVATION 'vV DRAINAGE FLOW DIRECTION PROPERTY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING STORM SEWER — — — — — — — — PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING WATER LINE —W — PROPOSED WATER LINE - - EXISTING . CURB PROPOSED CURB 40-UNIT ADDITION 401 8TH STREET SW AUBURN, WASHINGTON PARCEL NUMBER 132104-9113 AND 132104-9112 LOCATED IN SECTION 13, T. 21 N., R. 4 E. JANUARY 2005 VICINITY WAP NORTH N TS DEVELOPER E.A. WHITE CONSTRUCTION CO LLC C/O PETE WHITE, 18965 SW 84TH TUALATIN, OREGON 97062 PHONE (503) 691-8311 FAX (503) 691-8510 ENGINEER TIMOTHY R. TURNER TRT ENGINEERING, INC. 2636 S.E MARKET STREET PORTLAND, OREGON 97214 PHONE (503) 235-7592 FAX (503) 235-7593 SE QUARTER SECTION 13, T21N., R04E. LOTS 2 & 3, CITY OF AUBURN SHORT PLAT NO. SPL 0002-98, PARCEL 132104-9112 & 132104-911 #03-H, ELEVATION: NAVD888=89.95 MARK IS STAMPED - 6991 1992 AT CENTERLINE OF 15TH ST & "C" ST SW EXMM-. 2/U/05 FOR REGULATORY REVIEW REV DATE DESCRIPTION DWN BY DES BY CW BY APP BY DATE Of ISSUE DWN BY ._._ NOV 2004 DES BY CHK BY APP BY NOTES: CODES: I.B.C. 2003 EDITION WITH WAC AMENDMENTS BUILDING ZONE C-4 OCCUPANCY R1 CONSTRUCTION: V-1 HOUR 84 UNIT HOTEL EXISTING - 4 STORY 40 UNIT HOTEL ADDITION - 4 STORY BUILDING SPRINKLED, NFPA 13 BASIC AREA ALLOWED 10,500 SO. FT. X 2 (MULTI -STORY) = 21,000 SEPARATION 4 SIDES (100%) = 21,000 x 2 = 42,000 SQ. FT. ALLOWED TOTAL BUILDING SQUARE FOOTAGE, 53,899 SQ.FT.+ 20,736 SQ.FT. = 74,635 AREA SOUTH OF AREA SEPARATION WALL = 41,713 SQ. FT. AREA NORTH OF AREA SEPARATION WALL, 12,186 SQ.FT. INCLUDING ADDITION OF 20,736 SQ.FT. = 32,922 SQ. FT. EXISTING BUILDING ADDITION TOTAL 1ST FLOOR AREA = 14,960 SQ FT 5.165 SQ.FT. 20,125 SQ.FT. 2ND FLOOR AREA = 12,834 SQ FT 5.093 SQ.FT. 17,927 SQ.FT. 3RD FLOOR AREA = 12,834 SQ FT 5.093 SQ.FT. 17,927 SQ.FT. 4TH FLOOR AREA = 12,834 SQ FT 5.093 SQ.FT. 17,927 SQ.FT. TOTAL GROSS FLOOR AREA OF BLDG.= 74,360 SQ FT SITE AREA TOTAL BUILDING COVERAGE ASPHALT PAVING WALKS = 124,039 SQ. FT = 20,125 SQ. FT. LANDSCAPE AREA = 13,035 SQ. FT PARKING REQUIRED = 155 STALLS PARKING PROVIDED = STANDARD H.C. TOTAL TRT ENGINEERING. INC. 2636 S.E. MARKET STREET PORTLAND, OREGON 97214 PHONE (503) 235-7592 FAX (503) 235-7593 1000/0 16.2% 27.8% 148 STALLS 7 STALLS 155 STALLS CD CD CD Q LD RECORD DRAWING CER 77F 1 CA TiON THESE DRAWWGS CONFORM TO THE CONTRACTOR'S CONSTRUC77ON RECOORM BY. DA TE.• 777LEIIPOSI T70N. CONFIRMED BY Cl TY.- DA TE. PROJECT REF: GRAN-0033 / �S THESE PLANS ARE APPROWED FOR COMMRMANCE WITH CITY OF AU `S ENGINEERING DIWISION REOUIREA(LEIiM APPROVED BY- - DA TE APPROVED: d� AUBURNCV02 1 /31 /05 E.A. WHITE -CONSTRUCTION CO. LLC BEST WESTERN PEPPER TREE 40-UNIT ADDITION 401 8TH AVENUE SW AUBURN, WASHINGTON GRADING'• PLAN COVER SHEET ORAVONG NO. PROJECT NO. WH08 I I I I I EXISTWG I3 SANITARY I I I I I � 0 20 40 SCALE IN FEET EXISTING PAVED PARKING LOT WILL BE CONSTRUCTION ENTRANCE PARKING LOT SHALL BE CLEANED AS NECESSARY TO PREVENT TRACKING ON TO PUBLIC STREETS C5TING-fi5' SAN'T� SEVER EASEMEN ! I I I I I I _ TS I PRE -LOAD PILE - MAINTAIN 5' SEP RATI OM BUILDING --- eV � I L- - - - - - - --- \4 - - - - - — — ---------- --- IL j INSTALL SILT CONTROL FENCE - AROUND PRE LOAD PILE DUMPSTER PER STD DETAIL EROSION-02 m - � w CJ 00 pw 000 Ph II U �134.4' -I L�n Fn fl' ir- 5' PRE -LOAD WITH 1:1 SIDE SLOPE FINISHED GRADE ;n 3/4"-0 CRUSHED ROCK - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - EXISTING GROUND PRE -LOAD SECTION DETAIL � 29' U) a; r zr q PI m X ZLA_ Ua0 uj _z 0 Z �r, Z N Li FINISHED GRADE iu-) 5' PRE -LOAD II WITH 1:1 SIDE SLOPES CRUSHED ROCK SILT FENCE EXISTING GROUND PRE -LOAD SECTION DETAIL-.(D z o J_ Q 000 h I= �l �•`� w w N y ��SSION EXPIRES: 2/28/05 FOR REGULATORY REVIEW EXCAVATION AND FILL SUMMARY 1. ORGANIC AND TOPSOIL STRIPPING = 120 CUBIC YARDS 2. PRE -LOAD PILE AREA = 6,300 SQUARE FEET DATE OF ISSUE DWN BY K - CHK ' J - EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IP NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF IN FILTRATION SYSTEM IS USED), SEDIMENTATION 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. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MATERIAL DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER TO MARCH 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 SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. TRT ENGINEERING. INC. 2636 S.E. MARKET STREET PORTLAND, OREGON 97214 PHONE (503) 235-7592 FAX (503) 235-7593 RECORD DRA WNG CER MCA 77ON THESE DRA WNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY. DA 7F' 7T TLE/POS17i0N: COlVF?RMED BY C/TY.' DATE.- PROCT REF.' 04-0033 THESE PLANS ARE APPROVED FAR CONFORMANCE W TH CITY OF AUBURN S ENGINEERING DIVISION REQUIREMMNM APPROVED B Yj _�� - DA TE APPROVED: 24 0]or AUBURN—GRADING-2 1 /31 /05 E.A. WHITE CONSTRUCTION CO. LLC BEST WESTERN PEPPER TREE 40--UNIT ADDITION 401 8TH AVENUE SW AUBURN, WASHINGTON GRADING PLAN PROJECT NO. WH08 740T - 6 lk-l'a