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HomeMy WebLinkAbout05D1842EX. SDMH, TYPE II C.O.A. #C23 RIM = 108.18 I IE (12") = 103.10 I I l I I I i I EX. CHAIN LINK ( I o o FENCE (TYP) I w EX. P.POLE I o i I X. TEL. P. W/ ST. LIGHT C) I I SITE BM-1 I I EX. P.P. W/ GUY EX, 6" SIDE I a SEWER STUB Ln I I I I I I t-ss- a REMOVE EX. CONIC. S/W I� INSTALL NEW 7.5' CONIC, >SS S/W PER C.O.A. STD I II DTL STSW-1. I 130y o / EX. SSMH 910-21 I R.O.W. RIM 110.23 O I CNTR CHAN 97.39 10 IE (N) OUT I / I I 10.5 10" IE (S) IN INSTALL SILT FENCE i AS SHOWN PER C.O.A. DEV-6 N fr � 1 �Oa\g EX. MAIL BOXES TO BE REMOVED I I �- COORDINATE WITH `r- -EX. CONIC POST MASTER I CURB-- • W _ A I R SAWCUT & REPLACE CE (n EXISTING PAVEMENT, o F-- I CURB & GUTTER c W 11% I IN-KINU PER C.O.A. I LLJ I a I ° STANDARDS (TYP.) I CL INo u I EX. INSTALL CB PROTECTION I CONC.I ®. PER C.O.A. DEV-8 I I S/W I� EX. INLET "' _ - -SD- GRATE 1' X 1' I ° RIM 110.25 r I / FULL OF DIRT EX. 8' I I - NEW 26' COMMERCIAL I _W- ; D/W PER CITY OF I �, o i AUBURN STANDARD' EX. D/W DTI STDW-1C & ~I TO BE o �I NNE I NNp NN , STDW-3 SAWCUT & o REMOVED a I 1 REMOVE EX. D/W, o -I - PAVING, CONC. CURB, I EX. CB GUTTER & S/W AS I I EX, END RIM 111.00 EXI REQ'D., REPLACE PER I I CONC. I 14"IE (W) 109.49 CE CITY STANDARDS I I WALK I TO BE REMOVED, ON PRO INST N 89'46'05" W I I ENT 30.00' Ln I I �l EX. SD NNp EDGE OF MH TYPE II � I I D/W C.O.A. #C24 I RIM 111.08 15 I I EX. CB TYPE I 1.5 12"IE (N) 106.26 + NN I I RIM 111.03 12"IE (S) 106.36 I I I 8"IE (W) 108.44 a I I I NNN FACE OF 'INNi I CURB RIM 110.99AN %v g 8"1E (E) 107.94 ^gip - I -SD- - j - N 42 (t) 8-IE (N) 107.98 EX. P. POLE W/ ST. LIGHT SITE BM-2 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITES 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 UTIL111ES 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. LOCATED IN THE NE 1 /4 OF SECTION 19, T21 N, R5E, W.M. AUBURN, WASHINGTON PVC ROOF DRAIN ® 0.50% MIN. CONNECT DOWNSPOUTS TO ROOF DRAIN PER DETAIL 3/C3 (TYP.) TIE INTO SDMH#1 HOLD 12' ® NW BUILDING CORNER 10' CLEAR N 89'29'39" E 207.02' 12- 112.70 b 20 w • 16' 24' • � j 2� TYP 5 / `�. �f NEW BULDING r (2) STORY MAIN FLOOR 6,000 S.F. coUPPER FLOOR 2,900 S.F.F. C'' F.F. = 113.00 z 10' 11�2.40 113.00 II++ 11 p/ • 11 j�um. •IMIN STING 6' DAR FEN ;E ADJACENT PERTY ALL TEMP. CONSTRUCTION RANCE PER C.O.A. DEV-5 EXIST. UP TO REMAIN EDGE OF D/W TAPER EX. CONC. WALK N 89'38'25" E 207.01' � 5' (+) - PROPOSED ACCESS EASEMENT TO ADJACENT PARCEL "B" STA. 10+31.69, 134.99' RT. CB#2, TYPE I RIM = 112.50 IE (ALL) = 108.45 STA. 11+64.19, 227.49' RT. SDMH#1A, TYPE 11-48"0 RIM = 112.00, t IE (12") = 106.64 IE (18") = 103.89 1,� q EX. P. POLE W/ GU Y WIRE NNN S f o ' ►�` 1 • „ 1 oll s.7' / .z� . /O/ it 0 5 WE FENCE (TYP) x 1IE 106.69 42" CHAIN LINK FENCE PER P" WSDOT STD.1 .■ 10OLF BICIFILTRATION SWALE @ 1.0% 1 • ,r 10 9 • :s lOOLF OF • 1 al ,1 TRENCH INFILTRATION in W gl, (PARCEL B ") r • /i• ' �/� cl i • : 4 IE 1 ' 1 ' = 103.89 106.07 • 111,89 111.85 GARBAGEowl- ENCLOSURE OAV, ■ j STA. 10+46.65, 217.21' RT. C811, TYPE II-48"0 RIM = 111.27 20' PUBLIC WATER & IE (12") = 107.86 SEWER EASEMENT FLOW SPUTTER PER 4/C3. STORM DRAINAGE & GRADING PLAN, I'=Lo X 5Y, 2 * 2" A.C. PAVING _ SLOPE- DN CONC. CURB 0 0 0 0 0 0 0 ° 00_ ° ° 0 ° NOTE: CONSULT SOILS 0 80 0 0 0 0 0 _ _ _ _ _ ENGINEER/TESTING III -III -III -III III III -III -III-' LAB FOR PAVING RECOMMENDA11ONS ® HEAVY TRAFFIC/ 4"-h" MINUS COMPACTED SUB -BASE TRUCK AREAS (IF ANY) CRUSHED ROCK FER SOILS REPORT/ BASED ON SITE SPECIFIC TESTING LAB CONDITIONS. 1 C_URB & PAVING SECTION Ct N.T.S. UTILITY CROSSING TOP 8" RD = 107.12 IE 12" SD = 107.76 NOTES: 1. SEE ARCHITECTURAL SITE PLAN BY THE KEIMIG ASSOCIATES FOR SITE LAYOUT/DIMENSIONING. VERIFY ANY DISCREPENCIES W/ THIS PLAN W/ POE ENGINEERING PRIOR TO CONSTRUCTION. SEE DETAIL 1/C1 & PROJECT SOILS REPORT FOR CURB & PAVING SECTION. 2. THE SITE IS CURRENTLY CLEARED AND GRADED AND CONSISTS OF MOSTLY GRAVEL MATERIAL. ALL ONSITE STORM PRECIPITATION PERCOLATES INTO THE EXISTING SOILS AND WILL NOT FORM INTO CONCENTRATED FLOWS. SILT F"NCING AND A CONSTRICTION ENTRANCE WILL BE INSTALLED PER THIS PLAN. THEREFORE A TEMPORARY EROSION CONTROL PLAN HAS NOT BEEN PREPARED OR SUBMITTED. 3. CONTRACTOR IS TO INSTALL FOOTING DRAINS AS/IF REQUIRED BY THE PROJECT SOILS REPORT. SEE DETAIL 2/C1. CIVIL PLAN NOTES: 1. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED LATER THEY SHALL BE DIRECTED TO THE SANITARY SEWER VIA AN APPROVED OIL/WATER SEPARATOR. 2. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVIOD GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS.. 3. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/IF REQUIRED BY THE CITY OF AUBURN. 4. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE LOCATIONS W/ ARCHITECT/BUILDING OWNER. DESCRIPTION NEW EXISTING ROOF DRAIN RD - - -RD- - STORM SEWER SID - - -SD- - SANITARY SEWER --SS ___SS___ WATER --W-- --W--- GAS LINE - -- G - - - 1 FIRE HYDRANT WATER VALVE g X WATER METER CATCH BASIN m STORM MANHOLE ® O SEWER MANHOLE 0 AC PAVING CONCRETE LANDSCAPING EXTRUDED CURB ; VERTICAL CURB--� & GUTTER RIDGE RIDGE LINE - - CONC. RETAINING WALL KEYSTONE WALL PAVEMENT FLOW ' > CONTOUR 112 - -112- - J 115.00 SPOT ELEVATION �- NN�N CB PROT ECT10N 2" MIN. LEGEND SURFACE SEAL; NATIVE SOIL OR OTHER LOW PERMEABILITY MATERIAL 0 0 o. FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE; SECTION 9-03.1 (2) OF THE WSDOT SPECIFICATIONS. ODRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC 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 FOOLING LINES. WRAP WITH MIRAFI 140 FILTER FABRIC OR EQUIVALENT. FOOTING SUBDRAIN DETAIL N.T.S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: BLD 00-0092 SEP 0024-99 6TH ST. SE �•�l AUBURN ILL: N M1 m 4 164 9 bt 12TH ST. SE ti SITE � � J S (/) Lo C> O 17TH ST. SE 1 z o 00 VICINITY MAP - � � z _� x NTS swot¢ z SITE DATA Z W z N w = � CD SITE AREA............ ............................................................... .34,550.6 SF (0.79 ACRES) ZONING.............................................................. ................... R-0 CONSTRUCTION....................................................................5N 0000 00 OCCUPANCY.. .......................................................................B IMPERVIOUS AREA..., .. .............................................25,070.6 SF J mot- M LANDSCAPE AREA ...........................................................9,480 SF TOTAL % IMPERVIOUS . . ...................................................73% OWNER INFORMATION MILES SAND & GRAVEL P.O. BOX 130 (1201 M STREET S.E.) Z AUBURN, WA 98071-0130 PH: (253) 833-3705 --� FX: (253) 833-3746 j PROJECT ARCHITECT THE KEIMIG ASSOCIATES 216 A STREET N.W. Q AUBURN, WA 98001 86 PH: (253) 939-3232 FX: (253) 735-1309 Q m PROJECT SURVEYOR Q w PATHMANN SURVEYING N 6625 S. 190TH ST, B-101 KENT, WA 98032 cwn PH: (425) 656-5977 L.L.) O FX: (425) 656-5978 _ J '1' _ w PARCEL NUMBER 192105-9276 o LEGAL DESCRIPTION D. THE WEST 237.00 FEET OF GOVERNMENT LOT 10 (PORTION OF NE 114) IN SECTION 19, T21N, R5E, W.M., IN KING COUNTY, WASHINGTON. LESS THE NORTH 330 FEET, AS MEASURED PERPENDICULAR FROM AND PARRALEL WITH THE NORTH LINE OF THE S 1h OF SAID NE N. LESS THE SOUTH 823.58 FEET. LESS THE WEST 30 FEET FOR ROAD. SUBJECT TO AN INGRESS -EGRESS AND UTILITIES EASEMENT OVER THE SOUTH 30 FEET THEREOF. w z DATUM � J VERTICAL DATUM - CITY OF AUBURN NGVD 29 VERT Z °- CITY BM - 22V, ELEVATION 106.42, R.R. SPIKE IN POWER POLE LOCATED ON THE EAST SIDE OF 'M' STREET S.E., THE 4TH POLE NORTH OF 12TH STREET S.E. SITE BENCHMARKS 0 SITE BM - 1, ELEVA1ON 110.25, R.R. SPIKE IN POWER POLE NO. 31119-165792 LOCATED 'M' Q ON THE EAST SIDE OF STREET S.E. AT THE N.W. CORNER OF THE PROPERTY SHOWN C� CD HEREON, THE 4TH POLE SOUTH OF 12TH STREET S.E. O SITE BM - 2, ELEVATION 112.07, R.R. SPIKE IN POWER POLE NO. 311089-165792 LOCATED F- ON THE EAST SIDE OF 'M' STREET S.E., THE 6TH POLE SOUTH OF 12TH STREET S.E. ACROSS V) FROM ADDRESS 1313. SITE BM - 3, ELEVATION 115.64, TOP OF REBAR WITH ALUMINUM CAP LOCATED AT THE u, S.E. CORNER OF THE PROPERTY SHOWN HEREON. P:! SHEET INDEX Cl STORM DRAINAGE & GRADING PLAN C2 WATER & SEWER PLAN C3 DETAILS & NOTES A-1 SITE PLAN L-1 LANDSCAPE PLAN IR-1 IRRIGATION PLAN S1 FOUNDATION PLAN S2 SECOND FLOOR/LOW ROOF FRAMING PLAN S3 ROOF FRAMING PLAN S4 DETAILS S5 STRUCTURAL NOTES & DETAILS S6 DETAILS PROJECT REF: BLD 00-0092 THESE PLANS ARE "APPROVED" FOR CONFORMANCE REV. DATE BY DESCRIPTION WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Dy4yv� 1 06/30/00 J.R.P. SITE PLAN REVISION DD 0/ti-%0 2 08/04/00 G.MO C.O.A. PLAN CHECK REVIEW APPROVED BY: DATE APPROVED: ohtle o ti co LPN F. poF WAS ,p 27060 p �Fss DNA LTE EXPIRES 3/8/2001 DATE MARCH 2O00 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 99-027 SHEET NO P� " I LI I bf (v EX. SDMH, TYPE II ` C.C.A. #C23 \` RIM = 108.18° IE (12") = 103.10 EX. P.POLE fit/ ST. LIGHT SITE BM-1 EX. 6" SIDE — SEWER STUB EX.- SSMH 1910-21 RIM 110.23 CNTR CHAN 97.39 10" IE (N) OUT 10 " IE (S) IN EX. MAIL BOXES SAWCUT & REPLACE EXISTING PAVEMENT, CURB & GUTTER IN -KIND PER C.O.A. STANDARDS (TYP.) EX. INLET GRATE 1' X 1' RIM 110.25 FULL OF DIRT N 89'46'05" W 30.00' EX. SD MH TYPE II C.O.A. #C24 RIM 111.08 12"IE (N) 106.26 12"IE (S;) 106.36 EX. CB TYPE I RIM 110.99 8-IE (E) 107.94 8"IE (N) 107.98 LOCATED IN THE NE 1 /4 OF SECTION 19, T21 N,- R5E, W.M. AUBURN, WASHINGTON CONNECT PROPOSED 6" SIDE SEWER � EX. CHAIN LINK TO EXISTING STUB OUT, INSTALL FENCE (TYP) CLEAN OUT, CONTRACTOR TO NOTIFY ENGINEER OF INVERT ELEVATION w PRIOR TO CONNECTION. I_X. TEE. P. o EX. P. POLE W/ EX. P.P. W/ GUY GUY WIRE J 0 N 89'29' 39" E 207.02' 1 R.O.W. 4 • % SERVICE (2) STORY EXISTING - L CO. MAIN FLOOR 6,000 S.F. 11 � /�� (PARCEL - i •: I / �111!!�!!! r LAJ Hill f� �3R 8. • 1 © •, i� ®� i - 1 .. i-"t �fr.-.......-r�,.... �� 55 r� TO BE REMOVED - CD 89'38'25 E 207.01 EX. CB PROPOSED ACCESS 1RIM 111.00 EXISTIAG . EASEMENT TO ADJACENT CONIC. 4"IE (W) 109.49 CEDAR FEN. PARCEL "B" WALK / • PROPERTY SEWER EASEMENT EX. CB TYPE I WATER,i SEWER PLAN. RIM 11 20' 108.44 6:? 1 POLE SITE BM-2 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 U11LITIES 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. EX. 6' WOOD FENCE (TYP) / /BIOFILTRATION SWALE / AND INFILTRATION AREA 0 to % (PARCEL "BLn ") L.J / 0 o Z; SCREENED GARBAGE ENCLOSURE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: WATER DATA TABLE 0 SALVAGE AND REUSE EXISTING METER FOR DOMESTIC SUPPLY IF EXISTING SUPPLY IS LESS THEN 1", INSTALL A NEW 1" METER ADJACENT TO THE PROPOSED HYDRANT AND USE THE SAME PAVEMENT CUT INTO "M" STREET (2 INSTALL: 1" DEDUCT IRRIGATION METER WITH DCVA PER C.O.A. STD. DETAIL WADM-1. * (SEE LANDSCAPE PLANS) O INSTALL: 1-8"X6" TAPPING SLEEVE AND GATE VALVE 20 LF 6" D.I. 1-F.H. ASSEMBLY PER C.O.A. STD DETAIL WAFH-1 1-CONC. BLOCKING * NOTE: WATER METER SIZE AND SERVICE LINE ADEQUACY SHALL BE VERIFIED BY ARCHITECT/OWNER, INSTALL NEW METER AND SERVICE LINE TO MAIN AS/IF READ. WATER 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 ENGINEER PRIOR TO CONSTRUCTION. DATUM VERTICAL DATUM - CITY OF AUBURN CITY BM - 22V, ELEVATION 106.42, R.R. SPIKE IN POWER POLE LOCATED ON THE EAST SIDE OF 'M' STREET S.E., THE 4TH POLE NORTH OF 12TH STREET S.E. SITE BENCHMARKS SITE BM - 1, ELEVATION 110.25, R.R. SPIKE IN POWER POLE NO. 31119-165792 LOCATED ON THE EAST SIDE OF 'M' STREET S.E. AT THE N.W. CORNER OF THE PROPERTY SHOWN HEREON, THE 4TH POLE SOUTH OF 12TH STREET S.E. SITE BM - 2, ELEVATION 112.07, R.R. SPIKE IN POWER POLE NO. 311089-165792 LOCATED ON THE EAST SIDE OF 'M' STREET S.E., THE 6TH POLE SOUTH OF 12TH STREET S.E. ACROSS FROM ADDRESS 1313. SITE BM - 3, ELEVATION 115.64, TOP OF REBAR WITH ALUMINUM CAP LOCATED AT THE S.E. CORNER OF THE PROPERTY SHOWN HEREON. LEGEND DESCRIPTION NEW EXISTING ROOF DRAIN RD - — -RD — — STORM SEWER — SANITARY SEWER SS - __SS_ — - WATER W — — W - GAS LINE - FIRE HYDRANT JQ WATER VALVE Z 2: WATER METER l CATCH BASIN � STORM MANHOLE O SEWER MANHOLE 0 AC PAVING CONCRETE 4 LANDSCAPING EXTRUDED CURB KEYSTONE WALL CONTOUR t BLD 00-0092 SEP 0024-99 PROJECT REF: BLD 00-0092 THESE PLANS ARE "APPROVED" FOR CONFORMANCE REV. DATE BY DESCRIPTION WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS 1 06/30/00 J.R.P. SITE PLAN REVISION a ' V-74/0 2 08/04/00 G.MO C.O.A. PLAN CHECK REVIEW APPROVED BY:,.�.. DATE APPROVED: z Cam. ZD z C) W \ r7 C.� z N 00 o 00 .r.j w�o� y� �1 0 00 :z &A. Z W c= C):� z F-- .u%, (D z cal 1— W W = Lo � �-- Q � 00 J cF- co It C7 vw W W V z J ck� 0— W Q 9 W W w fZ EXPIRES 3/8/2001 I DATE MARCH 2O00 DRAWN BY G.MO DESIGN BY A. F. P. JOB NO. 99-027 10. SHEET NO. C2 v %. j v I C) i •■- GENERAL PLAN NOTES BIOSWALE SEED MIX 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS (MODIFIED BRIARGREEN, INC. HYDROSEEDING GUIDE WETLANDS SEED MIX) AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT OF % WEIGHT % PURITY % GERMINATION TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT TALL OR MEADOW FESCUE 68 98 90 PROJECT SPECIFICATIONS. FFSlUCA 41fUN,01%4CFW 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD OR FESTZ/CW ELWIIOR DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED SEASIDE/CREEPING BENTGRASS 10 98 85 DEVELOPMENT PLANS. 4GROS17S 04ZIISIRIS 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC MEADOW FOXTAIL 10 90 80 FACILITY EXTENSION PROJECTS. WLEPOCURUS DRWTENSIS 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) ALSIKE CLOVER 6 98 90 FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND IR/FOL/UANII&R110Y& TELEVISION). REDTOP 6 92 85 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. 4R6ROS17S &94 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--- THIS MIX IS RECOMMENDED FOR BIOSWALES AND OTHER INTERMITTENCY WET AREAS. BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SOD SHALL GENERALLY NOT BE USED FOR BIOSWALES BECAUSE THE SEED MIX IS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL INAPPROPRIATE FOR THIS APPLICATION. SOD CAN BE USED FOR LINING DITCHES TO BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE PREVENT EROSION, BUT WILL PROVIDE LITTLE WATER QUALITY BENEFIT DURING THE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS WET SEASON. OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. DUST CONTROL NOTES GRADING NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILI'ZA11ON THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL UNTIL SURFACE AREA IS 'NET. REPEAT THE PROCESS AS NEEDED DURING RELATED REQUIREMENTS. THE DAY. 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN PRIOR TO PROCEEDING WITH ON -SITE WORK. T ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 3. FINISHED GRADES SHOWN ON SHEET Cl. 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL 11MES SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL DURING CONSTRUCTION. 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 PERMINENT 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 UCATION PROPORTIONS BY WEIGHT % PURITY % GERMINATION KENTUCKY BLUEGRASS 30% 85 80 (A ELPHI BARON OR FYLKING CREEPING RED FESCUF 40% 98 90 (P NN AWN PERENNIAL RYE 30% 95 90 (DERBY OR PENNANT) CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 3. WORK WITHIN R/W SHALL BE LIMITED TO 15 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 5. GRADING & BUILDING CONSTRUCTION MAY BEGIN. 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. 8. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE CITY OF AUBURN INSPECTOR. APPROXIMATE FILUCUT 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. EATH WORK QUANTITIES CUT 150 C.Y. FILL 185 C.Y. 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 U1LITIES 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. EXISTING GRADE 3.0' (f ) 2.08.0, r-v- BOTTOM WIDTH = 2.0'I 3.0' l 111.70 t 110.7 2.0' 3.0' �- 42" CHAIN LINK --- FENCING FENCING PER W.S.D.O.T. C, STD DTL C-2. IIII Z � xi-11=1 3.0' (t ) I EAST PROPERTY LINE MATCH EXIST. GRADE ' I 110.70 W/ SOLID LOCKING LID 1.0' III RIM = 112.00 (t) 108.19 107.19 IE. (12") = 106.64 � I_ �\ IE. (18') = 103.89 -I I KEYSTONE WALL, CONSTRUCT -I II II IIi PER MFR SPECIFICATIONS 0. 18' 647. -J 1.0' MIN SOD SWALE W/ GRASS PER CITY OF 2YR IE = 106,39 OF AUBURN STANDARDS, PROVIDE MIN. OF 6" BEDDING SOIL UNDER SOD. PROVIDE MIN. 6" SILT/CLAY SOIL UNDER BEDDING SOIL TO ~ 5' - PREVENT INFILTRATION UNDER SWALE SEE INFILTRATION 1= ,, Y .'ry i•..i.�,� I I I _ IE = 106.64 - -I = 103.89 TANK SECTION -III - ' THIS SHEET I '-I-I = IE 102,89 o � o � 1 BIO-SWALE INFILTRATION TANK SECTION e 00 C3 N.T.S. D.S. FASTNER - PER CONTRACTOR TYPICAL 4" PVC DOWNSPOUT 6" MIN CONTRACTOR SHALL EITHER PROVIDE - DIRECT TIGHTLINE TO ROOF DRAIN CONNEC11ON OR PROVIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SETTLEMENT. CONTRACTOR SHALL COORDINATE W/ OWNER REGARDING CONNEC11ON TYPE. PVC DRAIN PER PLAN, - 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS ENDS OF COLLECTOR PIPE RUNS BUILDING 1.5 LF 6" PVC 6" ELBOW AS REQ'D DOWNSPOUT / ROOF DRAIN DETAIL N.T.S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: WRAP TOP & 1.0' OF SIDES WITH FILTER FABRIC 9.50' PROPOSED BIO-SWALE (SEE PLANS) _ •� 1'Jv11N. TE = 106.39 II - Ie .O 0 6 2" TO 3" WASHED Q•. I I oo �n DRAIN ROCK BEDDING o AND BACKFILL IE = 103.89 e d q a o 00CN IE = 102.89 15" 18" 15" 4' INFILTRATION TANK SECTION A -A 4 5' 100 LF 18" PERF. PIPE ® 0.0% KEYSTONE WALL _I ( L "LET WALE 100 LF 4' WIDE TRENCH EAST PROPERTY LINE SDMH #1 48"0 W/ SOLID LOCKING LID RIM = 111.50 (t) IE. (8") = 106.40 IE. 12") = 106.07 IE. (18") = 103.89 4.5' 1.0' MIN. A d O..n• p. 'o. o.'3':0 •"• Q• o...,o. p '3 ': ° a °.0. d o° .U° O°. �.o'p9'.0:� O 'o p ° .�a p o. ..o a. o .o o7c,0 o o 'o °.. o °o .o � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18"0 18"0 18"0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .o .. 0:...° �o Q.c :.p0 . c. O :O 60o .4o0'OP ri O.p 0, O.: oO. OO.. °° 'oa o .0 SOLID PIPE (TYP) I A IE. = 103.89 1/2" DIAMETER HOLES WRAP TOP & CONSTANT 2 ROWS ALONG THE SIDES WITH BOTTOM & TOP 120' FILTER FABRIC APART 2" TO 3" WASHED INFILTRATION TANK PROFILE DRAIN ROCK BEDDING AND BACKFILL 0 SOLID PIPE o 0 0 o • U yy..��A�� Qv rm4 C) l�V) W ZO N 0 0 © y,� f1 ti.tJ�J Z c� o cn 0 N oo " w " � -�woU- ck: \ W ZD W Z N � Q � ���I r7 W 48 0000 o J m Lo o04 w INFILTRATION TANK DETAIL � F m N.T.S. WEFRAME A SOLID COVER RIM = 111.27 =I OFFSET TOP - 12" BY PASS OVERFLOW SLAB TO SDMH #1 8" CAP W/ RISER GASKET ° SHORT NIPPLE (LURE tE08.86 BOTH ENDS) 5" MIN. 0 Q = 0.10 CFS = Q in FROM CB#2 64% OF 2YR - 24HR � STORM 8"0 PVC SDR-35 W IE = 107,86 12" PVC SDR-35 IE = 107.86 'y " z STANDARD GALVANIZED 8 X8 X8 PVC TEE RUBBER GASKET JOINTS STEEL �C ER/STEPS BOTTOM ELEV = 52.00 8" RUBBER GASKET 48" TYPE II-C CATCH PLUG W/ tl�ie"0 BASIN CONTROL STRUCTURE ORIFICE 4 FLOW SPUTTER C3 N.T.S. BLD 00-0092 SEP 0024-99 PROJECT REF: BLD 00-0092 THESE PLANS ARE "APPROVED" FOR CONFORMANCE REV. DATE BY DESCRIPTION WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS OWN 1 08/04/00 1 G.MO I C.O.A. PLAN CHECK REVIEW APPROVED BY: Lzvs,� /� DATE APPROVED: S1 2.410D 3 Z W W � Z C Q 86 C) m � W Q U N V) c) �i W �, �- w w M V) M 0 CV CV V) (D z 86 V) J Q Q EXPIRES 3/8/2001 DATE MARCH 2O00 DRAWN BY G.MO DESIGN BY D.E.B. JOB NO. 99-027 SHEET NO. C3 ��-1)2I ;-orlo ST OF ABBREVIATIONS A.F.F. ABOVE FINISH FLOOR MAT. MATERIAL (t CENTERLINE MAX. MAXIMUN CAB. CABINET MIN. MINIMUM CANT. CANTILEVER N.T.S. NOT TO SCALE CONC. CONCRETE o.c. ON CENTER CONT. CONTINUOUS PLWD PLYWOOD CPT. CARPET P.T. PRESSURE TREATED PIA. DIAMETER RAD. RADIUS D.F. DOUGLAS FIR RM. ROOM EQ. EQUAL S.F. SQUARE FEET EXIST. EXISTING 50. SQUARE EXT. EXTERIOR 54V STAIN AND vARNISH F.D. FLOOR DRAIN TEMP. TEMPERED GALV. GALVANIZED TYP. TYPICAL GWB GYPSUM WALL BOARD U.B.G. UNIFORM BUILDING CODE GALV. GALVANIZED V.B. VAPOR BARRIER N.F. HEM FIR VCT VINYL COMPOSITION TILES HR. HOUR VSG VINYL SHEET GOODS INSUL. INSULATION W.C. WATER CLOSET CENTERED BETWEEN 3' AND 5' ABOVE I_�p PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. SERVED PARKING INTERNATIONAL SYMBOL OF ACCESS SHALL BE WHITE ON BLUE BACKGROUND. — \ METAL SIGN, PAINTED BLUE LETTERING ON WHITE BACKGROUND (SEE WASH. STATE AMENDS. 1106.lb.4 FOR CHARACTER PROPORTION AND HEIGHT). 4x4 PRESSURE TREATED POST --- CONCRETE SIDEWALK 1 1 I i I —III I I I I b' SQUARE FOOTING L-J DETAIL1-- SCALE- 1 109 2x8 CEDAR, CONT., BEVELED CORNERS. 5/4x4 TRIM, CONT. CONT. 2x6. 44 POST, MAX 4'-0' oz. Ix4 CEDAR BOARDS, 1/8' SPACING r cn CONT. 2x6. 5/44 TRIM, CONT. SIMPSON STANDOFF POST BASE, C5544. V MINIMUM SIDE COVER �u r2 DETAIL PF 121 CONSULTANTS OUJNER / TENANT: Mlles Sand 4 Gravel Company P.O. Box 130 (1201 M Street SEJ Auburn, WA 98011-0130 (253) 833-3105 ARCHITECT: The Kelmig Associates 21b A Street N.W. Auburn, WA 98001 (253) 939-3232 Fax: (253) 135-1309 STRUCTURAL 4 CIVIL ENGINEER: POE Engineering Inc. 400 West Gowe Street, Suite 310 Kent, WA 98032 (253) 859-5121 LANDSCAPE ARCHITECT:__ Eagle Design 26001 N.E. 21th Drive Redmond, WA 98053 (425)898-8833 COMMERCIAL GENERAL NOTES GENERAL NOTES INDEX TO DRAWINGS ARCHITECTURAL DRAWINGS_ A-1 SITE PLAN VICINITY MAP A-2 MAIN FLOOR PLAN A-3 UPPER FLOOR PLAN A-4 EXTERIOR ELEVATIONS A-5 BUILDING SECTIONS A-6 DOORWINDOW SCHEDULES DOORAJINDOW ELEVATIONS A-1 FINISH FLOOR PLAN INTERIOR ELEVATIONS A-8 INTERIOR ELEVATIONS DETAILS A-9 ELECTRICAL LAYOUT POWER PLAN 1. All work shall meet and be in compliance with all Local, State and Federal Codes which apply to the Work. 2. Check and verify all dimensions before proceeding with this Work. Job verify work before starting. Notify Owner's Agent immediately of all discrepancies before proceeding. 3. All materials and construction installations shall meet and be in compliance with the current State Energy Code, as adopted. 4. All areas required to be accessible to the general public and as otherwise noted shall meet the re- quirements of the State rules and regulations for use by the disabled. 5. All work shall be performed in a good, workman- like manner. 6. Obtain all necessary permits and approvals. 7. All work shall be performed to meet the minimum requirements of the Uniform Building Code, latest adopted edition, or as otherwise noted, whichever is the more stringent. ACCESSIBLE PARKING Accessible parking spaces shall conform to WAC 51-20 in dimension and construction. "Standard" accessible spaces shall have the following minimum dimensions: 98" wide, 60" wide aisle. "Van Accessible" spaces shall have the following dimensions: 96" wide, 96" wide access aisle. Maximum slope of accessible areas shall be 1" to 48". T w w EASMENT ACCESS TO ADJACENT PARCEL 'B' e �ON ADJACENT PROPERTY i STRUCTURAL DRAWINGS 5-1 FOUNDATION PLAN 5-2 SECOND FLOOR 4 LOWER ROOF FRAMING PLANS 6-3 ROOF FRAMING PLAN S-4 DETAILS 5-5 STRUCTURAL NOTES 4 DETAILS 5-6 DETAILS CIVIL DRAWINGS C-I STORM DRAINAGE 4 GRADING PLAN C-2 WATER 4 SEWER PLAN C-3 DETAILS 4 NOTES LANC)SCAPE DRAWIWSS L-I LANDSCAPE PLAN IR-I IRRIGATION PLAN PROJECT DATA PROJECT _LOCATION: OCCUPANCY: 1220 M Street S.E. B 2 %020 S.F. Auburn, WA W011-0130 BUILDING: (? STORY) L4 ' (GABLE CODES: TOTAL AREA = 8,8% SF. 1991 U.B.C. AND STANDARDS WITH MAIN FLOOR AREA = bOOO S.F. WASH. STATE-WIDE AMENDMENTS UPPER FLOOR AREA = 1,896 SP. ZONE: R-O CONST[ZUCTION TYPE: V-N SETBACKS: FRONT: 20 FEET SIDE: 5 FEET OCCU_IPANT LOADS REAR: 25 FEET MAXIMUM OCCUPANCY -- 89 6TE INFORMATION: Occupant Load Factor = 8,8% / 100 PARCEL 'A' = 34,550b s.f. (0.19 ac) PARCEL 'B' = 32,14410 s.f. ' (0.14 ac.) PARKING TOTAL -- 66fo952 s.f. (153 ac.) INQUIRED OFFICE (8,8%/300) = 29.71 IMPERVIOUS AREA 24,461b s.f. TOTAL REQUIRED = 30 LANDSCAPED AREA 8;988 S.F. fRPEOSED = 31 5TALLS TOTAL TOTAL % IMPERVIOUS 14% Accessible required = 2 Accessible provided = 2 ASSESSOR PARCEL NUMBER: 192105-9216-01 N 89'38'25" E 207.01' PARCEL'A'A'' THE WEST 231-M FEET OF GOVERNMENT LOT 10 (PORTION OF NE 1/4) IN SECTION 19, T 11 N, R 5 E, W11., IN KING COUNTY, WASHINGTON. LESS THE NORTH 330 FEET, AS MEASURED PERPENDICULAR FROM AND PARALLEL WITH THE NORTH LINE OF THE S 1/2 OF SAID NE 114. LESS THE SOUTH 82358 FEET. LESS THE WEST 30 FEET FOR ROAD. SUBJECT TO AN INGRESS -EGRESS AND UTILITIES EASEMENT OVER THE SOUTH 30 FEET THEREOF. PARCEL THE WEST 42SDO FEET OF GOVERNMENT LOT 10 (PORTION OF NE 1/4) IN SECTION 19, T 21 N, R 5 E, WM., IN KING COUNTY, WASHINGTON. LESS THE NORTH 330 FEET, AS MEASURED PERPENDICULAR FROM AND PARALLEL WITH THE NORTH LINE OF THE S 1/2 OF SAID NE 1/4. LESS THE SOUTH 82358 FEET. LESS THE WEST 231 FEET. TOGETHER WITH AN INGRESS -EGRESS AND UTILITIES EASEMENT OVER THE SOUTH 30 FEET OF THE AFORE DESCRIBED PARCEL 'A'. 1/2' CDX PLYWOOD, DRYVIT GRID TAPE AT JOINTS, TYP. BACKSTOP AIR BARRIER DRYVIT ADHESIVE VERTICAL NOTCHED TROWEL 5%' GWi I' EPS INSULATION BOARD DRYVIT FINISH DRYVI TAPE DRYVIT DRAINAGE STRIP CONT. FLASH. susGWB �`� 4' CONT. BRICK ROW LOCK DETAIL 2x6 FRAMING BRICK TIE �A-V SCALE- 1• - 1-01P R-11 BATT �( ��,(//�f�'-4x8x16 BRICK VENEER INSULATION. No' GROUT, CONCAVE TOOL JOINT 1' AIR GAP yy' CDX PLYWD WITH CONT. BREATHABLE VAPOR BARRIER 1/2' CDX PLYWOOD, DRYVIT GRID TAPE AT JOINTS, TYP. BACKSTOP AIR BARRIER DRYVIT ADHESIVE VERTICAL NOTCHED TROWEL I' EPS INSULATION BOARD DRYVIT FINISH DRYVIT DRAINAGE STRIP CONT. CAULK CONT. FLASH. ANT. NON -HARDENING CAULK CONT. BRICK ROW LOCK DETAIL 2x6 FRAMING GROUT, IINT CAVE SCALES 1I ■ 1'-0� TOO R-11 BATT INSULATION. BRICK TIE o 1' AIR GAP CDX PLYWD WITH ut CONT. BREATHABLE TRACK 399.03' VAPOR BARRIER 192.002' DETAIL _ SCALE- 19 - 1-00 5... 19' -0' 24' -0' I ' I . U I I I ! 0 Q 6 Cr co I I 4 U-) PARCEL. Z co IR RWA LJ ro w �4 zD 0- 0 U -_I W w C� a d n z r� V1 < 0 CQ CQ z 0 Uj c:o 9 M 1 I m Q to .*B NUMBER- 99-01 DATE 6-21-2000 SHEET Al OF S. aSDl8'�2 4a v CD u'r 0 Lin c0 T (O 3 (10 e-D 0 0 CD 0 ei 0 d ej Lh 0 m _ F_ r eT a r� J U) L C� CZ CZ ro cn cn cu r-, .r, 0 rn rn Cr 0 a C3 0 _ <s �W� `rT a M w File Name EASMENT ACCESS TO ADJACENT PARCEL 'B' ..%t Il Ill. - DECIDUOUS TREE 61 CHAINLOCK, LOCK 4 STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMS 4 INL INE 2" LAYER BARK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWICE DIAM. OF ROOTBALL TREE STAKING DETAIL N.T.S. PLANT PIT TWICE ROOTBALL DIAM. 2" LAYER BARK 2" DISHED EDGE FOLD BACK TOP THIRD OF BURLAP 50/50 TOPSOIL/ NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T.S. s,00 IN/A.. W �I �IIIIIIiIIIl�I llll l�� 11��111i1#Ili �� , IIII►1,�, .�IHiI PLANT PIT TWICE ROOTBALL DIAM. CONIFEROUS TREE 2x2 FIR TEE STAKE �ullillliill:illilirli111}�� � ( CHAINLOCK, LOCK 11III11111��. s STAPLE TO STAKE Illl h1II�1IIIIIIIIIiIIInuu�� 2" BARK MULCH ��uiinnn�ylll _ 2" DISHED EDGE -- FOLD TOP THIRD OF BURLAP ! REMOVE WIRr= BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX CONIFEfROUS TREE STAKING N.T.S. -s I . 4. ,. i . 14 In Date: �1 I L 5 5f--tl `4 1� A x L Scale: Drawn By: 1201NM"S.J.E. AUBURN,W4. 90001 Approved By: Revised: PLANT LIST Quantity ScientifiC Name Common Name Size Spacing. 31 Juniperus sabina 'Tam' Tam Juniper 5 -Ga l 4' O.C. 4 Viburnum ti" Laurest►n us Viburnum 5 -Cla 1 4' O.G. 12 Thuja pyramidalis Arborvitae '3'-6' 3' O.C. 19 Acer rubrum Red maple 2'-Cal 25' O.C. 48 Cotoneaster apiculatus Cranberry cotoneastesr 5-Gal 4' O.C. 16 Mahonia aquifol►um Oregon grapeholiy 5-Gal 4' O.C. 24 Pinus nigra Austrian pine 1'-8' 15' d 25' 32 FWioclodandron 'Unique' Otto Luyken Laurel 5-Gal 4' O.G. l6ro Prunus Laur. 'Otto Luyken' David Viburnum 5-Gal 4' O.C. NO Cotoneaster datneri Bearberr Cotoneaster 4' pots 18' O.C. SYMBOL INSTALL GROMD COVERS IN ALL PLANT BEDS. NOTE 5 INSTALL 4' TOPSOIL IN ALL PLANT AND LAWN BEDS. INSTALL 3' BARK MULCH IN ALL PLANT BEDS. PROVIDE ONE YEAR WARRANTY FOR ALL PLANTS t SOD. INSTALL AUTOMATIC IRRIGATION SYSTEM PER PLAN. PROVIDE ALL PERMITS AND INSPECTIONS AS REQ'D. THIS PLAN SHEET CONFORMS WITH THE CITY OF AUBURN PLANNING DEPARTMENTS MINIMUM LANDSCAPE REQUIREMENTS APPROVED BY: DATE APPROVED:" Record Drawing Certification These drawings conform to the Contractor's construction records. Rv Title/Position Confirmed by City: 2-{0-00 �l1 1' = 20' t{ D.BL. 8-I6-2000 Date Date EAGL - �, DEStGN 26007 NE 27ih DR. REDMOND, WASHINGTON 98053 TEL. (425) 898-8833 FAX (425) 868-2164 y�STATE LAMOSCCWEE ARCMlTECT Z2P,ta 1rnm.. CERT7�FICAT L' 587 Sheet L — I of Auto PF #ILI —S_Qi�,>; CD a� cn 0 LO ca rt� 3 nU 41 to Lj a a L v- N a-+ O .w O O O N O Cu f*7 N f*7 t!7 O� d o.i O H C" 3 Z CD H d C.D 1 1 Q cc 1--1 ti .ti N In .ti W cr r:Im