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HomeMy WebLinkAbout02D16980 SE 1/4. SECTION 13, TOWNSHIP 21 N. RANGE 4 Eq W.M. GRADE 1" DOWN EXTRUDED CONC. CURB FROM TOP OF 1/2" A5 1/2" 1/2" CURB. 2" CLASS "B" A.C. PAVING - =III=III=III-III=11 E SLOPE -'ILNI-III „ _ F '- -- �ROVIDF V-0" LEVEL DN. AREA WHERE GRADE SLOPES DOWNWARD OUTSIDE aa,op �a4 o,000v -OF PAVING A.C. PAVING p�_1-- d WHERE OCCURS II II I II I II I II I II (II I II I II I II I II 1 II II I II 4"- 5/8" MINUS CRUSHED ROCK 6" CLASS "A" FILL (ALTERNATE: 3" ATB) _ SUB -BASE, SEE NOTE A (AT ALLEY PROVIDED 2" CLASS "E" A.C. PAVING INSTEAD OF CRUSHED ROCK) SUB -BASE COMPACTION PR,QQEDURE 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE CRUSHED ROCK. 2. COMPACT EXISTING SOIL TO 95% MIN. 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 4. ANY SOFT SPOTS r_NCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% I-INES). COMPACT THE FILL TO 95% MINIMUM. 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. CURB AND PAVING SECTION NTS �T NEW STREET LIGHT PER CAA STD DTLS 51/2" CONC WALKWAY EXPANSION JOINT (20' o.c.) DUMMY JOINT (10' o.c.) TW CHAMFER EXP JOINT MATERIAL - WHERE WALL OCCURS y4 : 12 SLOPE E cn lil n a a a a a (2) #4 CONT. �i 6., 12" MIN. CLASS "A" FILL COMPACT TO 95% - CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 0 2 CONCRETE WALKWAY PAVING PER DTL 1/C1 C1 NTS ALLEY R.O.W, GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATIONS, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION.) 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE I CONCRETE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND __,CEMENT BARRIER CURB &GUTTER PROPERTY SUFFERED BECAUSE OF THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. PER WSDOT STD PLAN F-1 CONC WALK CONSTRUCTION SEQUENCE PER DETL 2/C1 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES, PROVIDE THE CITY WITH THE LOCATION OF DISPOSAL SITE FOR DEMOLITION MATERIAL. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH i I I=1 1I= T'i"x4" EXPANSION THE CITY OF AUBURN OFFICIALS. IITO ' JOINT MATERIAL 3. ESTABLISH THE CLEARING AND GRADING LIMITS. 12" 4. CONSTRUCT THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC FENCE. A 3 CONCRETE CURB & GUTTER C1NTS -EXG. STREET LIGHT LOCATION (ANCHOR BOLTS & WIRES ONLY: NO POLE), PR€3V4K- • 3 c 1 JUNCTION BOX, WIRES - -e&ftIT TO NEW LOCATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T 1RSL-1 THRU 5 G �rau-` { A V.C,to {s A he Lj 2 P �5f Cow ,A �6 110.05' W. MAIN ST. _ _ BASIS OF BEARINGS S87'27'30"E 1275.05' _ 633.09' C 3 0.00' P1 - �- - - - 160.11' 30.00 _ - - 1 n I LIGHT J-BOX-I A � i n I N I TRANSITION TO pr IL NEW 2592 SF AC PAVING IN ALLEY, EXG. BLDG. EXG S/W WIDTH SAWCUT PAVING 2'-6" FROM MATCH EXG GRADES AT SOUTH & WEST FACE OF CURB, PROVIDE NEW CURB &GUTTER I I NEW AC PAVING TO PER COA STD DTL STSW-1I I I MATCH EXG I L O T 10 I E G CURB &GUTTER 10 SITE PLAN-EXG SIDEWALK 1 =20NORTH 5. BEGIN DEMOLITION AND REMOVAL OF EXISTING STRUCTURES AND PAVEMENT. 6. BEGIN GRADING AND CONSTRUCTION OF BUILDINGS, UTILITIES AND PAVING. 7. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 8. PROTECT ALL NEW CATCH BASIN INLETS PER AUBURN STD. DTL. DEV-7 AS STORM DRAINAGE INSTALLATION PROGRESSES. 9. CONTRACTOR SHALL WATER THE SITE TO REDUCE DUST EMISSIONS, AND SWEEP PUBLIC STREETS THAT BECOME SOILED DURING CONSTRUCTION. 10. REMOVE ALL TESC MEASURES, ONLY AS APPROVED BY THE CITY OF AUBURN AND THE ARCHITECT UPON SUBSTANTIAL COMPLETION OF SOIL STABILIZATION, INCLUDING BUT NOT LIMITED TO, MULCHING OF LANDSCAPE AREAS, AND CONSTRUCTION OF BUILDINGS, PAVING, AND WALKS, H. WORK WITHIN RIGHT OF WAY SHALL BE LIMITED TO 30 DAYS. ARCHITECT KEIMIG ASSOCIATES 216. "A" ST. NW AUBURN, WA 98001 CONTACT: ALAN KEIMIG PH. NO. 253-939-3232 LEGEND OWNER RESIDENTIAL_ RESOURCE ASSOCIATES 101 STEWART ST., SUITE 1102 SEATTLE, WA 98101-1748 CONTACT: STEPHEN BURR PH. NO. 206-441-0182 DESCRIPTION NEW EXISTING STORM SEWER D EX. 12" STORM SANITARY SEWER S EX. 8" SEWER WATER W EX.-2" WATER AC PAVING 0 CONCRETE PAVING LANDSCAPING SPOT ELEVATIONS xx.xx +xx.xx CONTOURS 50 50 PARKING O STORM MANHOLE STORM CATCHBASIN ■ ❑ SANITARY SEWER MANHOLE O WATER VALVE ►, �a FIRE HYDRANT ) TELEPHONE MANHOLE TO POWER VAULT D STREET LIGHT �-- ¢--� UTILITY POLE -0- WATER METER EG UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL 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 RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. VICINITY MAP NTS A DATUM (NGVD 29) CITY OF AUBURN BENCHMARK 28-C SOUTHWEST CORNER OF POWER VAULT ON THE SOUTHEAST CORNER OF "E" ST. SW & WEST MAIN ST. ELEV. 70.26' (21.42 METERS) SITE DATA ZONING: C1 SETBACKS: Q FRONT: 0 (EXISTING) SIDE: 0 (EXISTING) REAR: 0 LOT SIZE 0,492 ACRES OCCUPANCY: B-OFFICE BUILDING: TOTAL AREA: 14,700 SF MAIN FL AREA: 7,350 SF UPPER FL AREA: 7,350 SF ENGINEER g Q o U a � V) ors 0 P-1 Z U N � On \/ � cr_ M W W "' 0 U 0 z Z w T 3 s s c� I` Q Z I- J 00 r, > Q 00 V/ V O Q W z NORTH D � Q RUPERT ENGINEERING, INC. 1519 WEST VALLEY HWY. N., SUITE 101 AUBURN, WA 98001 CONTACT: JEFF BAKER PH. NO. 253-833-7776 CONSTRUCTION TYPES: 3-N FULLY SPRINKLED OCCUPANT LOADS: MAXIMUM OCCUPANCY = 147 OCCUPANT LOAD FACTOR = 100 SF/INDIV PARKING: = 49 SPACES MAIN LOT = 27 COMPACT = 8 (30%) ACCESSIBLE = 2 STANDARD = 17 EXISTING OFF SITE = 22 = 49 SPACES TAX PARCEL NUMBER 391500-0105 LEGAL DESCRIPTION LOTS 3, 4, 5, AND 6, BLOCK 2 KNICKERBOCKER'S FIRST ADDITION TO THE TOWN OF AURBURN, AS PER PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 23 IN KING COUNTY, WASHINGTON. SHEET INDEX C1 SITE PLAN C2 TESC & DEMO PLAN C3 STORM & GRAD NG PLAN C4 WATER & SEWER PLAN & SITE SECTIONS L1.1 LANDSCAPE PLANTING PLAN BY LAUCHLIN R. BETHUNE L2.1 LANDSCAPE IRRIGATION PLAN ASSOCIATES L3.1 LANDSCAPE DETAILS iso] 'o] 6-- Lim , BLC - BUILDING CORNER C - COMPACT CB - CATCH BASIN CL - CLASS CO - CLEAN OUT D - STORM DRAIN DDCV - DOUBLE DETECTOR CHECK VALVE DI - DUCTILE IRON DS - DOWNSPOUT D/W - DRIVEWAY EL - ELEVATION ESMT - EASEMENT EXG - EXISTING FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FH - FIRE HYDRANT FL - FLANGE JOINT HC - HANDICAP IE - INVERT ELEVATION LF - LINEAR FEET LS - LANDSCAPING RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: v TfTLE OSl ION: Tu CONFIRMED BY CITY: 14 . ,�^;, DATE: - MH - MANHOLE MJ - MECHANICAL JOINT OH - OVERHEAD PL - PROPERTY LINE R - RADIUS RW - RIGHT-OF-WAY SS - SANITARY SEWER SO FT - SQUARE FEET S/W - SIDEWALK TC - TOP OF CURB TP - TEST PIT UNO - UNLESS NOTED OTHERWISE S - SOUTH W - WEST E - EAST N - NORTH NW - NORTHWEST SW - SOUTHWEST NE - NORTHEAST SE - SOUTHEAST AA O � N 2N r1) CDrn PROJECT REF: FACOO-0031 Cy 11IESE PLANS ARE "APPROVED" FOR CONFORMANCE V41H THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. �,,Q,•,-vn�-„ � A Date Approved: Z z Z z 0 0 0 0 (n Ci N (n ll1 2! Z U t/) 01- c -p a V y W � x W S W � Y W = W cy' Y W S W � Y W = F- J � m I N a_ C E N �{ D. / WAsy/ < 18536��p� E' /STE AL IRES 5/09/2004 DATE 8/8/00 DRAWN A.M. CHECKED J.D.B. JOB NO. 99176 SHEET NO. c 1 S:\99\99176\C1-176.dwg I Drafter Nome: M. CORDICE I Plat Date: JUN 18 2002 11:19:42 1 Lost Modified Date: JUN 18 2002 11:17:26 1 Submittal: REVISION 6 Q g(% 0 2 D I G 98 DITCH LOCATION & SLOPE PER PLAN W 1� 2 MAX. > SLOPE 1 V-DITCH C2 N.T.S. SURFACE AREA DETERMINED AT TOP OF WEIR TOP DIMENSION PER PLAN = 23' NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION. 2a 3LI C2 N.T.S. PPP EL 69.5 EL 68.5 /. / 4' MINIMUM r2" - 4" ROCK jjLj 3/4" - 1 1 /2" WASHED J \-GEO GRAVEL A OVERFLOW ONLY NT TRAP CROSS-SECTION 6' MINIMUM V WWN aEM OVERFLOW sPUWAr Solt,t. '�A����"��'� �ij` a TK ,w ►1 tD BACKFILL GE0TE)MLE�i rE GRAVELWASHED CROSS,Aft, OVERFLOW O1 2�'j N.T.S. 0 OVERFLOW ONLY 8" PVC �IE=66.2 CB -TYPE 1 61 g0 6 RIM=67.83 TELEPHONE I.E.=66.03 8" CONC (N) RISER I.E.-65.89 8" CONC (S) BURIED TELETgNE VAULT 6e,o a0 BURIED TELEPHONE - - - ORN T VAt1L� 1�� 0$`1 $ 5. 915 N °��` hh CON>RETE y�� 6a09 6�°1 R 0 5 SDMH-TYPE 2 - DMH-TYPE 1 CB-TYPE � S I.E.=63.86 24" CONC W CB _TYPE Tg. 6�°g5 I.E.=64.8 24" CONC (E) o RIM 68.18 /BURIED E 6&07 I.E.=64.84 24" CONC (E) I.E.=66.89 8" COK Nf LE.=64.78 24" CONC (W)� I EPHONE WELT " ( ) ©e 1 D EXG 24' p °hE 6 4 6 CONC (S) EXG 24" I.E.=66.78 8" CONC W o° p () p D I.E.=65.3 12' CONC yo D W6,,AMAIN ST. h6 BASIS OF BEARINGS 6��y S87'27'30"E 1275.05' 6 3.09' 4 RIM LOCKED AT TIME 1 { RIM PNEW E I CB 2 160.11 I �- - o OF SURVEY E 65.19 •' �o C4 2 � I I � I �I 12 L 6" CONC �B S=1. % �a 6 68' 60 y�5° ��6 0o yhA y 6g n6 I y hey SIGNAL BOX S-- - -{JfE- e �6LL eon° 6g `' oh 6e - - - - - - L 0 ---- - - - - 2;�` - - - - [f�E- - - - (f6E - - - - - 1'�G� - - - - - - - -I CQ YIYPFE L - VLT 1 e�°g boil =68.47GE - - - - - - - ® 6a t OVERFLOW NEW PIPES I a I.E.3¢Uf;�.27 8" C(NJj C STOP SIGN (E) 30, PER SHT. C3 °$9 N,I B EXG NORTH & EAST WALLS yg°h 6$. D I o 2b ARE TO REMAIN y v Iv 6g. CB -TYPE 1 a1ti g I RIM=68.40 W 1 2a y9.9 o�6h 6 .,�2F65.77 8" CONC (W) to C2 I I "' �' I.E.=65.55 12" CONIC (N) LOT 2 o I I.E.=65.40 8" CONC (E) of i TEMP. 5 LF 8 PVC SDR35, S=20x SEDIMENT TRAP PER 2/C2, TOP 69.5, BOTTOM 66.0 U ba. A 2' 2 ' 1 1 C4 5 F 1 _ DITCH 6� C4 6a, i °tia h9' 1 CLEARING LIMITS IS ao0i I S=0.3% GRADE TO THE PROPERTY LINES, TYP. M 100 LF d-DITCH 6a. V-DITCH, TYP. '9031� I PER DTL i jC2 CONSTRUCTION � � ya I EXISTING BUILDING �, S=0.5x ENTRANCE c,? COA STD DTL a 0 DEV-5ggg ir IV)' '^@dyad I 6t a9 6� ao 00 ~ s�ai 6.7 P. g� IE 0 F 0 6 9p0 I 9�1 1 y / • 68.5 111.50' 6IT)"" I ' 48.6' °'" °"`.. _._ _ . � ° «� : _._..._ �1 ° - - -S T27 O8 V!b' • e` 6�. `L y9 b6 a1 MH - - - 6-EXG $., J- bath _ - a�O S� 6g 0 69Qa 69g�' y96° b� h 6`� 6 6�.-5-----�q- - �--_W�---- ---W---p�-h�- 69_ -�-- RIM=69.39I ---W- -E $ -----W--------- 5-- 69 1 -- - --5-- _ I.E.=66.49 GNTR 0 CHAN EL -; 2yGAS 14N- - - - �- - - - bti -- - -4 - -G- 1� tee° - 1�°6- 6 -6� - Kati - \ 8" CONC 6e' 4 2 EXG. BLDG. ' 4' UT1L IM = 68.85 C4 e� a1�h 1o��'�a 6� J. I �( H. WIRE DIRECTIONS LOT I.E. = 65.70 CENTER CHANNEL (E,W & NE.) 8" n o1 �a `�� E.,W., S., N.W. r 1° Q f7L 4 CONC. CHANNEL 1 EXG. BLDG. T.E.S.C. PLAN 1 =20 NORTH A NOTES: 1. PROVIDE 8" DI CULVERT AT ANY V-DITCH CROSSING. 2. SEE CONSTRUCTION SEQUENCE ON SHEET C1 REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. SEASONAL REQUIREMENTS: DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THE USE NON -PHOSPHOROUS FERTILIZER. OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED FROM APRIL 2 TO SEPTEMBER 30 , ALL DENUDED AREAS AT FINAL BED AT A RATE OF 120 LBS/ACRE: GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN PROPORTIONS PERCENT PERCENT 10 DAYS. NAME BY WEIGHT PURITY GERMINATION FROM OCTOBER 1 TO APRIL 1, ALL EXPOSED SOILS AT FINAL REDTOP(AGROSTIS ALBA) 10% 92 90 GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS CHEWINGS FESQUE 40% 97 80 THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE (RESTUCA RUBRA COMMUTATA) THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. (JAMESTOWN,BANNER,SHADOW OR KOKET) 2. STABILIZATION METHOD: HYDROSEEDING & MULCHING WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, FERTILIZER MIXTURES MAY ALSO BE USED. IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE AFTER PLANTING.) MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT WATER. ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. / RISER BURIED TELEPHONE VAULT r - - - - - - - - - - - - - - - - - _ BURIED TELEPHONE f VAULT CONCRETE \ % , /BURIED TELEPHONE WkT � DEMO PLAN 1 =20 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE A 1-800-424-5555 AND THEN POTHOLING ALL 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 RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH NORTH RECORD DRAWING CERTIFICATION THESE DRAWING CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY, toDATE: L IF TITLE/POSMON: sr►; ,.�; ..� CONFIRMED BY CITY: A. A40-X DATE: If - 0 Z ROW &L BOX SIGN EXG SIDEWALK, k GUTTER, SAWCUT 1-FOOT FROM !, TYP. ALONG V ST. & "F" ST. SW NG & BETWEEN SOUTH EY G WATER METER VE do CAP HRECTIONS 10 N.W. PROJECT REF: FACOO-0031 CP gII6101 THESE PLANS ARE "APPROVED" FOR CONFORMANCE IMTH THE CITY OF AUBURN ENt EERING DIVA'S REQU111101111ENTS Approved By Date Approved: 0 �Q cap � YI Q g _J U _ 1 i ILI ri W W -1. J M «� Q Z 0 J s W Z co 0 Q ■ ■ ■ W C) ter,./ �.�." V) LLJ Q Q _ V) F_ w L'i L.�..I d i N q V) Q C) M LLJ 8d - 3 J• I W tD • LAJ f- 04 CN C4 LO O _O Q V DATE 8/9/00 DRAWN A.M. CHECKED , B JOB NO. 99176 SHEET NO. C2 l S:\99\99176\C2-176.dwg I Drafter Name: A. MIOTKE I Plot Date: FEB 23 2001 10:05:10 1 Last Modified Date: FEB 23 2001 10:05:04 1 Submittal: REVISION 3 PF 0 6' Z of am o6ID 1698 AREA DRAIN DOWNSPOUT& AREA DRAIN & & DRAIN LINE RIM 69.27 EXTRUDED CURB CAST IN PLACE CONC CURB & GUTTER PER DTL I/C1 PER DTL 3/C1 69F.40& it - - - GUTTER FLOW 6 j -� ! DIRECTION TO CB & l62 NEAR MAIN ST. RIDGE C� I1 31 Q �--------1 - - .._. I _._ __ i i o 8 7° 2 7 , �, „� 0 0.5% \\ 69.42 48.6 _ _ _ _. _._._ ---- _-___ 1 be 46, 2- 33% ` N I ` M I I EXG c� & 69.31 !+ I 1�0.64%Q 11 o I 1 6 3 �,, - ---- - _ _ !_ _ 6 ------ `n - - -- -� ---- - VY - X � 4 -eB - L_ - J >` I - - - - -I- - L - > \ 68.61 I PAVING & �'-� IE 66.41 2„ GAS MAIN o ------------ -----G --I �°`--------- ------ -- --�-- I -�� EXG CONC EXG. BLDG. 3 DRIVEWAY 4 C3 36 O0 I EXG CONC DRIVEWAY I I ADJUST EXG SSMH LID TO NEW PAVING ADJUST EXG SSMH LI ELEVATION AND WATER VALVE -ONE RIM 68.83 & TO NEW PAVING ELEVATION SSMH RIM 69.28 J6 - I EXG. BLDG. AA NEW GRADES AT ALLEY RIM-67.83 TELEPHONE I.E.=66.03 8" CONC (N) RISER I.E.=65.89 8" CONC (S) BURIED TELEPHONE VAULT T BURIED TELEPHONE 4 CONCRETE R 0 T VAULT W D LID T DTL. 5/C3 SDMH-TYPE 2 SDMH-TYPE 1 El � E1M65 8.168.1 0&& LE.=63.86 24" CONC (W) CB -TYPE g1 RIM=69.00 I.E.=64.8 24" CONC (E) I.E.=64.14 24" CONC (E) I.E.=66.89 8" CONC (NE) I.E.=64.78 24" CONC (W) ❑ BURIEDD TELEPHO�lE VAULT D LE.=64.84 6" CONC (S) EXG 24p I.E.=66.78 8" CONC (W) D D LE.=65.3 12" CONC (5) EXG 24 SDMH 2 W. MAIN ST. - BASIS OF BEARINGS S8T2T30"E 1275.05' f (P) RIM=68.27 _ 160.11' �. 30.00 RIM LOCKED AT TIME I � "' & I � T11 Of SURVEY 0,A6 5 5 30 LF 8" PVC �I 12 LF $" PV , SDR21 LF 8` PVC �VvERFLOW SDR21, S=0.2fl9: 6 I 5= �+- --- - 35,-S-364ATH----------------------I---1 D ry ' SO4AL BOX xn - - --S8T2'7'�LN- - - - - - Q( iE- - - - D-- - �r� - - - - - CB=IYeE L - 1bGE -rfs�_.i PwR VLT IM=68.47 ( - - ,( (E) - - ^ 6 I I.E.=66.27 8" COLIC (E) OP SIGN - - _ I D' NEW TYPE 1 CB i DOWNSPOUTS MALL BE I v I� 1 SOLID LID ITYPE QL/ROUTED TO STORM CB A o I o RI=68.40 RIM $8.50 & I IE 74 W. 5 WITH 6" PVC SDR 21 { I i I.E.=65.77 8" CONC (W) If 6 .80 E. 6 IE 5 69 S. & i AT S=1.OX MIN. I I I M I.E.=65.55 12" CONC (N) 34 6 .85 S. 6 ST MCEPTOR I�e6Q I ! ct I I I LE.=65.40 8" CONC (E) T WATER QUALITY FACILIT a I M I L 0 C I PE DTL 2 C3 CIO I Q I Q.- 1� I N I FF ELEV =69.4 II �,/,� D�I I I 15LF8"D.I, I tO TROL TRUCT E S=-0. 39�� 1 I 1 DTL C3 �/ C4 C4 ( 5 '2N I 2 I �8.3 & v� EXISTING 6 LDING I ; { & • I I I NE TYPE I CB w 6 .6 M I I Z I 65.83 , o j Z I 6LA_- I �' DEEP STORM POND PAVEMENT SLOPE 6" - ( I �, I AT ELEVATION 68.26 , TO CB. TYP. 15' STORM DRAIN (25-YR. POND I I I EASEMENT TO THE AT ELEV. 68.10�i,, I I CITY OF AUBURN 6' 128 LF 8" PVC ARf DRAIN SDR21, S=0.44% I I L- T 4 j S8r27 08 E 1 ( 1 - - - - -- - - L. _ .........- I } -1 0 7'27 08 E I { I I _ExG"- N -S---- ---�I w-----s -W__EXXGB: - ----_ - ICI-----W-------p�----� - -�T ------6---- -- -6 2"GASMAIN - L --- ----- - - -- ------------ I 1 4 4 UTI'L I EXG. BLDG. I 37 L7 24.5 O.H. WIRE DIRECTIONS 10 TY 1 ( ( �� E.,W., S., AND N.W. L RIM 68.61 2 H�-- I & IE 66.41 C4 & Qt EXG. BLDG. Qj SEE ENLARGED PLAN ON THIS SHEET FOR NEW GRADES AT ALLEY STORM & GRADING 1 =2o NORTH EXG 16' ALLEY EXG PAVING VARIES OR BLDG. - YA61ES_0.6% TO 3.8�7=1 11 77 TI 1=1 NEW PA� NG PER 1/Cl & 8" ACCESS 8" INLET )DER RUNG P�� {E NORTH ROUND SOLID COVER MARKED "DRAIN" 8"0 CAP MINIMUM WITH FRAME CAST INTO TOP SLAB WITH RUBBER GASKET STANDARD GALVANIZED n1,I co C,& � STEEL LADDER/STEPS 12" O.C. 8"x 8"x 8" MINIMUM PVC TEE RUBBER 6 GASKET JOINT i�V R (REMOVABLE) 5 2-YEAR DISCHARGE _ 0.077 CFS < 0.08 ALLOWABLE 8" 0 PVC 10-YEAR DISCHARGE = SDR 21 0.078 CFS < 0.15 ALLOWABLE 25-YEAR DISCHARGE _ 0.079 CFS < 0.19 ALLOWABLE PVC MANHOLE ADAPTER WATER TIGHT CONNECTION RUBBER GASKET PLUG W/ 14' DIA ORIFICE NEW SOUTH PROPERTY LINE 4' ROW VARIES DEDICATION FLOW INE 0 3 SECTION AT ALLEY C3 1"=5' COA STD DTL STCG-1 IE 65.80 & NEW 8" PVC SDR 21 - -III-I II=III= TOP 65.17 EXG. 4 CONDUIT EARTH WORK QUANTITIES FILL = 100 CY CUT = 400 CY QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES GROUNDWATER HGL IS i 10' BELOW EXIST.:;G GRADE CONC. WALK PER 2/C1 CONC. CURB & GUTTER & PER DTL 3/C1 SOLID LID 0 RIM 68.10 6 A" MOM •..... d. . STYROF OAM EXG. 4" CONDUIT 5 INLET" DETAIL C3 1 -1 0 COMPACTED SUB -GRADE EACH SIDE OF CONDUITS z 00 6" MIN BLDG. WALL V I ILI I Y I;UN h UG I NV I t: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL 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 RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 8" PVC SDR21 U '€ -+I OFFSET TOP SLAB RISER 8"0 MINIMUM SIZE -_ WITH RUBBER GASKET JOINTS �- 8" 0 D.I. PIPE INVERT 65,9A & TYPE II-48" CB SINGLE C3l O Q o ca► � cr rn� Z l" l < 5 2-YEAR STORM POND ELEV. = 67,97, 0.21' DEPTH U N a cn 10 YEAR STORM POND ELEV. = 68.06, 0.30' DEPTH p; v 9 25-YEAR STORM POND ELEV. DEPTH Z = 68.10, 0.34 0 Z W 0.5' MAX POND U o. - - DEPTH ALLOWED a Z' �- I=1 � 1- III I 0ul J > ai .� ; I=11.rn I I III I I� & RIM ELEV. 67.63 © U TYPE I CB LA J z ry Q C) N IFICE CONTROL STRUCTURE w w Q �c EXG 16' ALLEY _J V EXG PAVING 2' i EXTRUDED CURBS VARIES PER 1/C1 I'-- V) v) V) Z i OR BLDG. VALLEY I� .I ® 0.649� ' - VARIES 0% TO 5% - - --► V) In 1=1LI=1 I I -,I I i J LLJ � NEW PAVING PER 1/C1 '- � tV o c0c� 0 4 SECTION AT ALLEY C3 i"=5' RIM 68.8 STORMCEPTOR COVER AND GRATE 32"0 GRADE ADJUSTERS TO �- SUIT EFNISHED GRADE 68A-\ a 72"0 INLET STORMCEPTOR INSERT - WEIR 60 1 ORIFICE PLATE DROP TEE INLET PIPE .96 & 5" -6"0 VENT PIPE 6" 8" PVC 7' SDR35 OUTLET 24" 0 DROP 8" OUTLET PIPE ° g„ e SECTION THRU CHAMBER NOTE 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE OUTLET DROP PIPE AND THE VENT PIPE. 3. THIS IS A GENERAL ARRANGEMENT DRAWING CONSULT LOCAL REPRESENTATIVE FOR SPECIAL CONDITIONS. 2 STORMCEPTOR STC900 C3%"=1,-O„ SEE NOTE # 1 �I VARIABLE DIA. a �a a. a IE 65.91 • " • RUBBER GASKET �5 PER ASTM C 443 OUTLET CONNECTION DETAIL 4" TO 6" OVERLAP ENLARGED INLET TEE DROP PIPE "Q CD 4d C) W � /^J J Y tz N N � M o N ; N d\' O 0 o 0 z oc 0 L RECORD DRAWING CERTIFICATION PROJECT REF: FACOQ-(1031 Cr 116I01 DATE 8/9/00 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. THESE PLANS ARE "APPROVED" FOR DRAWN A.M. O.M. / CONFORMANCE Wt`M THE CITY OF AUBURN ENGINEERING DIVWON'S REQUIREMENTS CHECKED J.D.B. BY; DATE: a L Approved By. OA W%,. •., JOB NO. 99176 TITLE/POSITION: ter, � ► I - Date Approved: qj�/© / SHEET NO. � C 3 0�0169g S:\99\99176\C3-176.dwg Drafter Name: M. CORDICE Plot Date: JUN 18 2002 15:57:34 1 Last Modified Date: JUN 18 2002 15:34:26 1 Submittal: REVISION 6 0 i; 049 74 72 70 v+W 1 +00 2+00 7 a 0 KTSECTION \1124 1"=20'H 1"=2'V 05D DD D ' _ _ _ _ W. MAIN ST. BASIS OF BEARINGS S87'27'30"E 1275 160.11' � i �� 30.00 I LOT 2 �I gi I �I ----- --- -- r----------- 4 I�v 0` I NEW -*,' IRRIGATION DEDUCT TER AND BACKFLOW ASSEMBLY COA STD DTL WADM 1 N sf-----�c�--- 1 D , REPLACE EXG SIDE SEWER TO SEE IRR1GA ON I MAIN UNE W/6"0 PVC SDR21, PLAN FOR FURTHER INFORM Tf S 0 4j 10 � NEW 115' WATER DOMES LIN EASEM N 1 LINE ADJUST EXG SSMH LID TO NEW 6 PAVING ELEVATION RIM 68.83 48 I Y S8727 08 E ------S-EXG 8"�---- + -- -- E�--S---- ---W--- 3�--- --W-- ,---- L 2" GAS AIN -G------6------------6-- -- �. /'SSMH #808-04Q I RIM = 68.83 LOT 7 I.E. 65.70 CENTER CHANNEL E,W & NE.) 8" CONC. CHANNEL 2� RELOCATE EXG WATER METER INTO PLANTER AND USE FOR DOMESTIC SUPPLY, L 4 I FIELD VERIFY SIZE, IN. USE COA STD DTL Q I WASM-1 rM i RIM- C:' b 1 N i � w FF ELEV. = 69.4 ADJUST EXG WATER VALVE COVER TO NEW PAVING ELEVATION, TYPE FIRE SPRINKLER RISER W/DDCV PER FIRE I SPRINKLER DWGS. ;al f I I I r' I ----I — — — — -- �c—_ — A�----- — — — 6 — SAWCUfiLII ice, REPAIR IN KIND, TYP. I I 78' 37' J, FDC PER FIRE 6" TAPPING TEE, FULL SADDLE SPRINKLER DWGS 6" G.V. (MJxFL) 10 LF 6" DI FH ASSY PER COA STD DTL WAFH-1 CONC. BLKG PER COA STD DTL WABL-1 (42" MIN. COVER) LOT 10 P' I I MI II �I II 'I II I II II I � II w II ►I V) I �I I 1 ( I I I � I I LL I 1 AD UST EXG S�MH T TO NEW PAVINd ELEVATION Q RI 6FAI I 33 `ICI'' I SSMH 8O - I RIM=69.39 I I I I.E.=66.49 0TR OF CHANNEL 8" CONC (F(,W,S� 6- - - - -� fT. I 6" TAPPING TEE, FILL S DDLE 6" G.W. (MJxFL) 14LF6"DI CONC. BLKG PER 4A S DTL WABL-1 (42" MIN COVER) I I I WATER & SEWER PLAN 1 `0 NORTH S:\99\99176\C4-176.dwg I Drafter Name: M. CORDICE ( Plot Date: JUN 18 2002 14:42:02 1 Lost Modified Date: APR 18 2001 12:04:33 1 Submittal: REVISION 6 I 0+00 1+00 0 2 SECTION C4 1 = 20' H 1"=2'V A FIRE SPRINKLER NOTE SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. A SEPARATE DETAILED PLAN FOR A SPRINKLER LINE SYSTEM MUST BE SUBMITTED TO THE FIRE MARSHALL FOR APPROVAL. 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. B. BACKFLOW PROTECTION IS REQURIED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A STATE LICENSED "U" CERTIFIED FIRE SPRINKLER CONTRACTOR. 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 TH_'- UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL 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 RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. "� � / CONFIRMED V +Q (tom/ tE F � U luJ�► 1�- f� p d d w tL1 N Z W A n� � 00 Q Q OMO � ayi � M C N ©. . J Q U Q W Z co O d W W C ) �V) 0 w ' Q V)w W W J LL �, mom, Z .r� C 1171100 w f-- �!:: C..) w w V) V) � w C):f L/I FF— 86 W J C— N S 0 � o 16 r N M fJ V \ \ 1 C'V p� 2 o g in a x W x W x x L' � W 1 La "F.' .; /AW �A4,/7 PRUJECT REF: 'FAMGn001 Cr A ATE 8/9/00 THESE PLANS ARE "APPRO`,'ED" FOR DRAWN CONFORMANCE WITH THE CITY OF AUBURN A.M. ENGINEERING DIVOON'S REQUIREMENTS CHECKED /1 J.D.B. Approved By. 1QA,,rww� ��,Y�Q� JOB NO. 99176 Data Approved: yh 8 O _ SHEET NO. C 4 0 000 02.D 16 fig LO L0 e•, 0 En C_ 0 .y 0 o., m Z L0 Cr Cb 0 Q r LIST OF ABBREVIATIONS AFF. ABOVE FINISH FLOOR MAT. MATERIAL CENTERLINE MAX. MAXIMUN CAB. CABINET MIN. MINiMUT'1 CANT. CANTILEVER N.T.5. NOT TO SCALE GONG. CONCRETE oz. CAI CENTER CONT. CONTINUOUS PLWD PLYWOOD CPT. CARPET P.T. PRESSURE TREATED DIA. DIAMETER RAO. RADIUS DF. DOUGLAS FIR RM. ROOM EQ. EQUAL S.F. SQUARE FEET EXIST. EXISTING 5Q. SQUARE EXT. EXTERIOR 54V STAIN AND vARNISH F.D. FLOOR DRAIN TEMP. TEMPERED SALV. GALVANIZED TYP. TYPICAL SW B GYPSUM WALL BOARD U.B.C. UNIFORM BUILDING CODE V.B. VAPOR BARRIER H.F. HEM FIR VCT VINYL COMPOSITION TILES HR. HOUR VSG VINYL SHEET GOODS IN5UL. INSULATION W.C. WATER CLOSET GENERAL NOTES All materials and workmanship shall conform to the drawings and these specifications. During the construction period the contractor shall be responsible for the safety of the building. The contractor shall provide adequate shoring, bracing, and guys in accordance with all national, state, and local safety ordinances. Any deviation must be approved prior to erection by proper authorities. All erection procedures shall conform to OSHA standards. Any deviations must be approved by OSHA prior to erection. The contractor shall be solely responsible for all excavation procedures including lagging, shoring, and protection of adjacent property, sutrucutres, streets, and utilities in accordance with all national, state, and local safety ordinances. The contracoor shall be responsible for coordinating the work of all trades and shall check all dimensions. All descrepances shall be called to the attention of the Architect, and be resolved before proceeding with the work. Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used, subject to review by the Architect. Provide openings and supports, as required, for heaters, mechanical equipment, vents, ducts, piping, etc., using qualified personnel and acceptable methods to support installations. GENERAL NOTES 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 PARKIN Accessible parking spaces shall conform to WAC 51-20 in dimension and construction. "Standard" accessible spaces shall have the following minimum dimensions: 96" 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". NOTE- Provide detectable warning surface along Q Accessible Route Of Travel if adjoining a 1 vehicular way as needed, must comply with 1106.4.8 and 1106.17. Slopes and exterior grades along Accessible Route Of Travel must comply with 1106.4. .J CONSULTANTS OI tlup_ Residential Resource Associates GENMt& CO MSACTQR: Donovan Brothers c/o 101 Stewart Street, Suite 1102 1801 West Valley Highway N., MOI Seattle, WA 98101-1046 P.O. Box 818 206-441-0184 Auburn, WA 98011-0618 Fax 206-441-0184 253-939-1111 AR WITECP: Fax:253-939-1994 The Keimig Associates 216 A Street N.W. Auburn, WA WWI 253 939-3232 Fax: 253 135-1309 ST14JCTURAL 4 CML Rupert Engineering P.D. Box 835, Auburn, WA W011 1519 Weast Valley Highway North Auburn, WA 98001 253-833-1116 Fax: 253-939-2168 To the best of my knowledge and ability, the Electrical Plans and budgets show compliance with the yAquired section(s) of the 1997 WashingState Energy )Code, Chapter 51-11. n C. Keimig, ,Architect # 2051 Date To the best of my knowledge and ability, the project plans show compliance with the required sections of Chapter 13, Building Envelope, of the 1997 Washi ton State Ene gy code. 4-ln--&,I AI n C. Keimig, Architect # 2051 Date VENTILATION AND HVAC COMPLIANCE To the best of my knowledge and ability, the project plans show compliance with the required section(s) of the 1994 Washington State Energy Code and entilation and In oor Air Quality Codes, Chapter 5]11 and 51-13,espectively. KA � 1 wE }� Keimig, Arc • e& # 2051 Date ARC441TECTL A-1 AL DRAMS Site Plan STRLLTl1RAL: 51 Foundation and Slab Plans Vicinity Map 52 2nd Floor 4 Roof Framing Plan A-2 Main Floor Plan 53 Structural Details Upper Floor Plan 54 Structural Deta i Is Bathroom Deta i Is 55 Structural Details Roof Plan 56 Structural Details A-3 Exterior Elevations 51 Wall Sections 58 Wall Sections A-4 Building Sections 59 Structural Notes A-5 Wall Sections 510 Structural Notes A-6 Wall Sections QAL A-1 Details Stair Sections Cl Site Plan C2 TESC / Demo Plan A-8 Door Elevations C3 Storm 4 Grading Details C4 Water 4 Sewer A-9 Details C4 Sections 4 Details Elevator Details t�Alf�_f�SCAPE: �. LANDSCAPE: A-10 Door/Ext. Indow Schedules LI.1 Landscape Plan Exterior Window Elevations L2.1 Irrigation Plan L3.1 Details A -II Interior Elevations A-12 Reflective Ceiling PCNQa Finish Floor Plans A-13 Lighting LayoutERRED I'�-S' Power LayoutIRE SPRINKLER SYSTEM MECHANICAL HVAC PERMIT INCLUDING STATE ENERGY COMPLIANCE PLUMBING PERMIT ATERAL RESTRAINT CALCULATIONS FOR SUSPENDED CEILING BY INSTALLER / MANUFACTURER (SEE ALSO NOTE ON SHT. A-12) ENANT IMPROVEMENTS. DEFERRED PERMIT. THIS SUBMITTAL SHELL AND SITE ONLY. PROJECT DATA _ P1P.0JECT LOCATION: 602 West Main Street Auburn, WA 98001 APPLICABLE CODES: 1991 U.B.C. AND STANDARDS WITH WASH. STATE-WIDE AMENDMENTS C-3 SETBACKS: FRONT: 0 (EXISTING) SIDE: 0 (EXISTING) REAR: 0 SITE HF01 IA110N: 21,440 5F. (0.492 AC.) 0 ANGY: B - OFFICE TOTAL AREA 14,100 5F. MAIN FLOOR AREA 1,350 5F. UPPER FLOOR AR A 1,350 SF. ZN FULLY SPRINKLED 1 OCQFANT LOADS MAXIMUM OCCUPANCY = 141 Occupant Load Factor = 100 s.fAndiv. PARCM = 48 SPACES MAIN LOT = 21 COMPACT = 8 (3M-) ACCESSIBLE = 2 STANDARD = n EXISTING OFF 51TE = 21 (ACROSS WEST : 48 SPACES MAIN STREET) PROPOSED PARCEL LEGAL Lots 3, 4, 5 and (o, Block 2 Knickerbockers Ist Addition to Town of Auburn. TAX PARCEL NUMBERS 391500-0105 391500-0095 LOT LINE ADJU51MENT 15 IN PROCESS ONS WEST MAIN STREET NEW SID ALK NEW SIDEWALK dAil /y/ Q/J 1 19yi ;n Cam✓ Yr'' ;S, •• � GAG• YV i � �' �' ,• 60' FRANK w " NATSUHARA 0 � MEMORIAL d 1 I PLAQUE E3 m =' 6. z 4 6P�CE6 s 9'-0' EACH . 3 � C. z 1 I _ EXISTING BUILDING +0 t 602 WEST MAIN AUBURN WAW01 i - CENTERED BETWEEN 15' STORM DRAIN 1 I iu ' k 3' AND 5' ABOVE EASMENT TO THE 1 Q PARKING SURFACE, CITY OF AUBURN AT THE HEAD OF THE I, PARKING SPACE. PARK - V0 ►- INTERNATIONAL SYMBOL 1 OF ACCESS SHALL BE " " I a �- WHITE ON BLUE SCREENED ff! I 2 � BACKGROUND. - GARBAGE ENCL05URE *� 1 METAL SIGN, PAINTED BLUE LETTERING ON , WHITE BACKGROUND (SEE WASH. STATE AMENDS. (2) 3° GATES D — — — — —i�� -- -• 1106.16.4 FOR CHARACTER PROPORTION AND HEIGHT). ALLEY 4x4 PRESSURE NOTE. TREATED POST ALL LANE -USE PAVEMENT MARKINGS SHALL �;:;:. BE OF HOT EXTRUDED THERMOPLASTIC CONCRETE SIDEWALK MATERIA OR APPROVED EQUAL. 1: I I I I � I i I I 6' SQUARE FOOTING -� SITE PLAN DETAIL SCALE- 1•-20'-0" �--r rof, INFORMATION ONLY VICINITY MAP .,....-ter wt ■ -.t _- ?2-2001 Revisions.e Z V) L.LJ I­__ U �. V) Q LJJ U v L� o a� LiJ Z Q UJ I— z Lt.J L.LJ G� U cn W L LJ Lvoll LU.LUPL 602 WEST MAIN T. AUBURN, WASHI GTO o CD c� CJ :5� p d1 UJ c/i w Q N DC U W O z z un g Q V N � W W U. Q W 01 M i 4Y! M N M N M Ch M CPA LI1 V I' JOB NUMBER 99-45 DATE 9-262000 SHEET Al OF - 13 ozD1698 LANDSCAPE PLANTING PLAN 0 10 20 40 SCALE: 1" . 10'-0" THIS PLAN SHEET CONFORMS WITH THE CITY OF AUBURN PLANNING DEPARTMENTS MINIMUM LANDSCAPE REQUIREMENTS APPROVED BY :vt„� DATE APPROVED: p4.17.0/ LANDSCAPE CONSTRUCTION NOTES 1. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade in landscape areas minimum 6" below paving. Remove all debris from site. 2. Provide minimum 6" depth 60-40 mix from Puget Sound Topsoil (253) 833-0374 in all shrub beds. Scarify subgrade by rototilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour shrub beds including required berms. 3. Provide minimum 2" depth fine blend hem —fir mulch to all planting beds. Mulch from Pacific Topsoils, Kent, Washington. Fill all planting beds and lawn areas to within 1" of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 4. Provide one (1) year warranty for all plant materials and workmanship. 5. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call locate before you dig at 1 800 424-5555. 6. All work performed shall conform with City of Auburn and King County landscape and irrigation requirements, codes and -anecifications. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and e numeric totals, the graphic representation shall rule susjt (_r To C=6 tufty SAscA", PAPAM - 8. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize all plantings with "Osmacote" plant tabs. Install 2 cups per tree larger than 3", 1 cup per tree less than 3", 1/2 cup per 5 gal., 1/4 per 2 and i gal., 1/8 cup per 6" and 4" pots. 9. Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils are evident contact landscape architect. 10. Fill all planting beds and lawn areas to within 1" of top of all curbs and walks. Berm all planting beds and lawn areas to drain. 11. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor to responsible for any resulting damages during construction. 12. All landscape areas to be irrigated with an automatic irrigation system. Provide sub —grade 12" pop—up irrigation heads, electric valves and an electric controller. Provide full separation of irrigation zones between lawn and shrub beds. See Irrigation Plan PLANT MATERIAL LEGEND Abm, Oman Name Botanical Name S{ire trees: Al EGA Emerald Green Arborvitae Thuja occid. 'Em Green' 5' Hgt./ B&B Matched BHM Bowhall Maple Aoer platanoidee " Bohall" 2" cal. B Matched CFP Capital Flowering Pear Pyrue calleryana "Capital" 2' cal./B&B atched shrubs. r CTY Candytuft Iberia sempervirens 1 gal/coat. at 24" oc w/ triangular spacing NBJH Northern Beauty Japanese Holly Ileac onmata "Northern Beauty" 12" x 12"/coat. OLL Otto Luyken Laurel Prunus laurooerasue " Otto Luyken" 21-24"/ B&B arnboie/ground covers. W FRTffFPr.r--AC Annual Color Per Landscape Architect Assume 4" pots O 8" o.c. V! U6 CTY Candytuft Iberia sempervirem 1 gal./cont. at 24" o.c. DLY A Day Lilly 8emeroeallis "Anzac" 1 gal./cont. at 24" o.c. DLY B Day Lilly IAemeroeallis "Stella de Orra" 1 gal./cont. at 24" o.c. DLY C Day Lilly Semerocallis "Ice Carnival" 1 gal./cont. at 24" o.c. HYP Hypericum 8ypertaum calyainum i gal./coat. at 24" o.c. r Mtx� NEIN 3FMtUs sat. • ARIF1f stow of 4" ROOT BALL COMPACTED sm MIX SU18liRRADE 12' MIN. DETAIL: SHRUB AND GROUND COVER PLANTING NO SCALE PUNr co+rIER O ROW PLAN MuHG") RECORD DRAWING CERTIFICATION These drawings conform to the contractor's construction records. BY : DATE: TITLE /POSITION: CONFIRMEND BY CITY: DATE: SET PLANTS O ORNXNAL DEPTH O FINISH ORADE, PRIOR TO SPREAD MULCH. PER DETAIL- GROUND COVER PLANTING NO SCALE s TQ ,fir HOW •/0I2 MV WE - �ooaE rate r tA1a NALLY SPAM AROUND IM EE JP MM W MM THE TV 2 7MES MIS or Roofs" DETAIL: TREE PLANTING NO SCALE �F t 011E G 0 Q 0$ 01 O;L V / 6 4?6 EXISTING LANDSCAPE IRRIGATION PLAN 40 SCALE: 1" = 10'-0" < WEST MAIN STREET THIS PLAN SHEET CONFORMS WITH THE CITY OF AUBURN ENGINEERING DEPARTMENTS MINIMUM IRRIGATION REQUIREMENTS APPROVED BY : DATE APPROVED: to w CLIO V 3/4" RECORD DRAWING CERTIFICATION These drawings conform to the contractor's construction records. BY : DATE: TITLE /POSITION: CONFIRMEND BY CITY: DATE: IRRIGATION L D SYMBOL MWFACTURER PSI RADIUS GPM LOCATION RAIN BIRD 1812 W 1 T MPR PLASTIC NOZZLE 30 400' 1.21 SHRUB RAIN BIRD 1812 W/15EST MPR PLASTIC NOZZLE 30 SHRUB AIN BIRD 1812 W 9SST MPR PLASTIC NOZZLE SHRUB SYMBOL MANUFACTURER e RAINBIRD PEB SERIES AUTOMATIC CONTROL VALVE, SIZE PER PLAN AND PROVIDE AMTEX CONTROL BOX & MIN. 2 CU. FT PEA GRAVEL. ® MUELLER BRASS ISOLATION VALVE, SIZE PER P.O.C. DETAIL, INSTALL IN ROUND 6 AMTEX CONTROL BOX FEBCO DBL CHECK VALVE, SIZE PER P.O.C. DETAIL, INSTALL IN LARGE AMTEX CONTROL BOX PER DETAIL. p RAINBIRD QUICK COUPLER VALVE 44RC, ASSUME 1 UNLESS OTHERWISE NOTED ON PLAN. PROVIDE HOSE SWIVEL. INSTALL PER DETAIL ® RAINBIRD ESP-LXI - 4 STATION AUTOMATIC CONTROLLER. PROVIDE CONDUIT TO POWER SOURCE AND CONNECT TO EXTERIOR IN BUILDING t— GLEN HILTON MC MINI CLICK II RAIN SENSOR CONNECT TO BY-PASS SWITCH. INSTALL IN MECHANICAL ROOM. POWER PER OWNER. g' IM SCHEDULE 40 PVC MAIN LINE, SIZE PER PLAN. MIN. DEPTH 18" BELOW FINISHED GRADE. 8/4" CLASS 200 PVC LATERAL LINE, SIZE PER PLAN, MIN. DEPTH 12" BELOW FINISHED GRADE. CLASS 200 PVC SLEEVING SIZE PER PLAN MIN. DEPTH 18" BELOW FINISHED GRADE. IRRIGATION NOTES 1. Irrigation design and layout assumes minimum 50 lbs. static water pressure 50 GPM at point of connection. Verify PSI and GPM, if discrepancy exists report to Landscape Architect and owner before proceeding. 2. The Landscape Contractor shall inspect the site and verify existing conditions and dimensions prior to bidding and construction. 3. Irrigation plan is diagrammatic. Adjust pipe, valves and irrigation heads according to field conditions and plant locations. Report any discrepancies to Landscape Architect. 4. Coordinate irrigation points of connection and location of automatic controller with General Contractor. Coordinate all work with other trades involved. 5. All valves will be placed in valve boxes in a manner which facilitates access for maintenance. Locate valves in shrub and ground cover beds unless approved by Landscape Architect. No Valve boxes in lawn areas. 6. All components of irrigation system shall be installed and adjusted to provide adequate coverage and no over spray onto buildings, windows, or paved areas. Contractor is responsible for providing a complete working irrigation system. 7. Contractor is responsible for any damages to building and infrastructure 8. Bury control wires below mainline and tape to mainline every 10' o. c. 9. Flush mainline before installing valves. Flush zone lines before installing nozzles. Test entire system before backfilling trenches. during landscape construction. 10. Electric Valves and assembly to be placed in below grade valve boxes and installed in shrub beds. Verify that valve boxes are not placed where plant materials are to be installed. Provide sleeving under all paved surfaces. 11. Provide full coverage to all lawn and shrub beds. Install additional irrigation heads as necessary to achieve full coverage and water to all plantings. 12. 120 AC Electrical power source at controller location shall be provided by others. The Landscape Contractor shall make the final connection from the electrical source to the controller. 13. All irrigation heads to be installed perpendicular to finish grade unless otherwise specified. 14. Winterizing the system: The irrigation contractor shall install a manual drain valve assembly. Draining the mainline shall be accomplished by introducing compressed air into the system through the quick coupler valve at the point of connection. 15. Demonstrate working system to building maintenance manager upon completion and acceptance. 16. Locate all utilities before digging. Call 1-(800) 424-5555. 17. Install irrigation system in accordance with all applicable codes and ordinances. 18. Mount Rain Sensor near top of building. Place in approved location with Landscape Architect. 19. From controller install one spare yellow wire to each valve box. 20. Contractor to provide reproducible mylar As -built drawings to Landscape Architect prior to close- out of job. 21. Electrical control wires to be spliced in control boxes only. VALVE SCHEDULE VALVE NUMBER AREA GPM PSI #1 SHRUB AREA 22.38 30 #2 SHRUB AREA 21.17 30 VALVE KEY VALVE SIZE 1" 1" VALVE NUMBER 6 45.00 -�—VALVE GPM (GALLONS PER MINUTE) 30 1-1/2"--VALVE SIZE VALVE PSI (OPERATING PRESSURE) PF00" 7of - G2 0808_ 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION SPARE WIRE (1 OF 2) MIN. 18" LENGTH VALVE BOX WITH COVER: 12-INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD PEB 3" MIN' Ur I _.,., -PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL SCH. 80 UNIONS (1 EA. SIDE) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH 80 NIPPLE 2-INCH LENGTH, HIDDEN) AND H 40 ELL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED DRAIN ROCKS DETAIL: REMOTE CONTROL VALVE NO SCALE H GRADE/TOP OF MULCH -UP SPRAY SPRINKLER: JN BIRD /PLASTIC MBPR N ZZLE POP-UP HEAD (LAWN) POP-UP HEAD (SHRUB) EE LEGEND) SCH 80 NIPPLE ENGTH AS REQUIRED) SCH 40 STREET ELL SCH 80 NIPPLE ENGTH AS REQUIRED) SCH 40 STREET ELL SCH 40 TEE OR ELL -PVC MAINLINE PIPE SCHED. 80 E LENGTH EQ'D 1 ATMAI PIPE .NOTE: PLACE ALL LAWN HEADS MIN. 2" FROM EDGE OF CURB OR WALK DO NOT CONNECT INTO SIDE PORT OF HEAD DETAIL: POP-UP SPRAY SPRINKLER NO SCALE 2" X 4" STAKE TO MARK PIPE WALK OR DRIVE WIDTH AS SPECIFIED ON PLAN •..• •... • . ... .. W 3 0 t1 I m 12" IMIN. 00 O SCHEDULE 40 PVC PIPE 4" DIA FOR LATERALS 4" DIA FOR MAIN GRADE WRAP PIPE END SECURELY WITH DUCT TAPE NOTE: INSERT f 4 REBAR SEC -TON OR OTHER METAL OBJECT INSIDE PIPE END PRIOR TO TAPING TO FACILITATE FUTURE FINDINGS OF SLEEVE WITH METAL DETECTOR. REMOVE REBAR PRIOR TO USING SLEEVE. DETAIL: SLEEVE UNDER WALK OR ROAD NO SCALE FINISH GRADE/TOP OF MULCH QUICK -COUPLING VALVE RAIN BIRD MODEL 7 VALVE BOX WITH COVER: 8-INCH SIZE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 OF 2) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL 2" x 2" CEDAR STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT NOTE: SUPPORT SYSTEM 1. FURNISH FrMNGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE DETAIL: QUICK -COUPLING VALVE NO SCALE �r FINISH GRADE JUMBO VALVE BOX BRASS BALL 2 CU. FT. WA GRAVEL SUMP 12" PIPE FROM POINT -OF -CONNECTION NOTE: 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. DETAIL: BACKFLOW PREVENTER NO SCALE Backflow Prevention Detail is DBL CHECK A REDUCED PRESSURE PERK LEGENDREVENTER SCHEDULE 80 MALE ADAPTER (1 OF 2) SCHEDULE 80 UNION (1 OF 2) VALVE BOX SCHEDULE 80 90' ELL (1 OF 4) SCHEDULE 40 PIPE (TYPICAL) DRAIN VALVE IRRIGATION MAINLINE PIPE 2" WATER METER BY OTHERS - SEE CIVIL -1' STOP VALVE - MUELLER SCHEDULE 80 PVC UNION T`� 1-1/4' MAIN i' MANUAL DRAIN VAL QUICK COUPLER LINE 1' 00 Uc\1 :J O T-' O 'aC 4.0 • s ��1 y. J z a �a�aa STATE OF WASHO(GTDN REGISTERED LANDS 7THrTzcT'7'r_zc,T1 IA IX R M713ONE CERTIIRCATE NO. 462 kA O O 'U� N N Q� �dN' A� p 00 0 0 0 4i N O M N • V00 � O O y� N W �D 0 M w z � � O V 1 W V1 CJ co CA) 04 q w cn m m O A V3 A U 301 F " U66 am= Oa 0)6qi?