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HomeMy WebLinkAbout06D1876NW QUARTER OF SEC 19, TWN 21N, R 5E, W.M. PROPERTY OWNER: LS CONSTRUCTION CO. P.O. BOX 667 PRINEVILLE, OR 97954 CONTACT PROJECT COORDINATOR: GREG McDONALD/LES SCHWAB (541) 416-5206 SURVEY PROVIDED BY: and ASSOCIATES INC. LAND SURVEYS, MAPS, AND LAND USE PLANNING 307 N. OLYMPIC AVENUE, SUITE 205 ARLINGTON, WASHINGTON 98223 (360) 435-3777 FAX (360) 435-4822 Gopyright reserved 2005 c Metron and Associates, Inc. RE5EARGH DOGUMENT5 PLAT OF RYAN ADDITION TO AUBURN PLAT OF WALNUT LAWN 5EGOND ADDITION 5URVEY5 RFN e0O4Ogg00b, RFN 561114-1004 RFN g70618g002, RFN g508081qO03 VERTICAL DATUM - N.A.V.D. 88 PROJECT BENCHMARKS - A5 5HOWN HEREON VERTICAL DATUM 15 N.A.V.D. 88. VERTICAL DATUM BASED ON A TIE TO KING COUNTY BENCH MARK "KC-N-31-A Igg5" ELEV.=103.25' N.A.V.D. 88 13A515 OF BEARING THE CENTER LINE OF cITH 5TREET A5 MONUMENTED AND 5HOWN HEREON BEARS NORTH 8q°21'35" EA5T LEGAL DE5CRIPTION: TRAGT I (51TE PARCEL): LOT I IN BLOCK 3 OF RYAN ADDITION TO AUBURN, AGGORDING TO PLAT RECORDED JUNE 3, Ig53, IN VOLUME 51 OF PLATS AT PA6E(5) 36, IN KING COUNTY, WA5H I NGTON: EXCEPT THAT PORTION CONVEYED TO THE CITY OF AUBURN FOR STREET PURPO5E5 BY DEED RECORDED UNDER RECORDING NO. (521855q. (DESCRIPTION FROM FIRST AMERICAN TITLE INSURANCE COMPANY FILE NO. NG5-g1853-WAI, COMMITMENT DATE: MAY 11, 2004) TRAGT 2 (ADJACENT PARCEL5): PARCEL A: LOTS g AND 10, II AND 12, BLOCK 4, WALNUT LAWN 5EGOND ADDITION TO AUBURN, AGGORDING TO THE PLAT RECORDED IN VOLUME 25 OF PLATS, PAGE 30, RECORD5 OF KING COUNTY, WA5HIN6TON; TOGETHER WITH ALL OF VACATED ALLEY ADJOINING LOTS 10, II AND 12 AND THE NORTH HALF OF VACATED ALLEY ADJOINING LOT q; EXCEPT THAT PORTION OF SAID LOT 12, CONVEYED TO THE STATE OF WA5HINGTON; AND EXCEPT THAT PORTION OF SAID LOTS q, 10, II AND 12, CONDEMNED FOR STATE HIGHWAY NO. 5 UNDER SUPERIOR GAU5E NO. 51g58O; AND EXCEPT PORTION DEEDED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 5 BY DEED RECORDED UNDER REGORDING NO. 4867877; AND EXCEPT PORTION DEEDED TO THE CITY OF AUBURN FOR STREET BY DEED RECORDED UNDER REGORDING NO. 6207744. PARCEL B: THE NORTH 100 FEET OF THAT PORTION OF GOVERNMENT LOT 5, SECTION Iq, TOWN5HIP 21 NORTH, RANGE 5 EA5T, W.M., IN KING COUNTY, WA5HINGTON, LYING SOUTHERLY OF SAID VACATED ALLEY AND BETWEEN THE SOUTHERLY PRODUCTION OF THE WE5T BOUNDARY OF SAID LOT 10 AND OF THE EAST BOUNDARY OF SAID LOT 12, BLOCK 4, WALNUT LAWN 5EGOND ADDITION TO AUBURN. (DE5GRIPTION FROM FIRST AMERICAN TITLE IN5URANGE COMPANY POLICY NO. i2g616-4, DATE OF POLICY: DECEMBER 17, 1,0156) TRAGT 3: THE WE55T 50 FEET, MEASURED ALONG THE SOUTH LINE OF LOT 3 OF SHORT PLAT NO. Iq-8O RECORDED JANUARY 2q, Ig81 UNDER KING COUNTY REGORDING NO. 81012gO27q; EXCEPT THAT PORTION DEEDED TO THE G I TY OF AUBURN BY KING COUNTY REGORD I NG NO. 8103120485, A5 PISGL05ED BY CITY OF AUBURN LOT LINE ADJUSTMENT NO. 87-480, RECORDED UNDER KING COUNTY RECORDING NO. 870g040525, RECORD5 OF SAID COUNTY. (DESCRIPTION FROM FIR5T AMERICAN TITLE IN5URANGE COMPANY POLICY NO. 1352gq-4 DATE OF POLICY: OCTOBER I, Ig87) TRAGT 4: PARCEL A: LOTS I AND 2 OF CITY OF AUBURN 5HORT PLAT NO. Iq-80, RECORDED UNDER KING COUNTY REGORDING NO. &1012g027q; EXCEPT THAT PORTION DEEDED TO THE CITY OF AUBURN UNDER RECORDING NO. 5103120455; ALL A5 DELINEATED ON G I TY OF AUBURN LOT LINE ADJU5TMENT NO. 87-480, RECORDED UNDER KING COUNTY RECORDING NO. 87OgO4O525 IN KING COUNTY, WA5HINGTON. PARCEL B: LOT 3 OF CITY OF AUBURN SHORT PLAT NO. Iq-80 RECORDED UNDER KING COUNTY REGORDING NO. &1012gO27g; EXCEPT THE WESTERLY 50 FEET THEREOF; ALL A5 DELINEATED ON CITY OF AUBURN LOT LINE ADJU5TMENT NO. LLA-0I-0010 UNDER RECORDING NO. 20010418001413. (DE50RIPTION FROM FIRST AMERICAN TITLE IN5URANGE COMPANY FILE NO. NG5--64682-WAI, COMMITMENT DATE: DECEMBER 16, 2003.) SITE INFORMATION TOTAL LAND AREA:-11cf52 S.F. STREET ADDRESS: C102 "E" STREET S.E. ZONING: SITE PARGEL : NO. -746h 5cf O-O 15O-Oq c102 "E" STREET S.E. (TRAGT 1) = R2 S I NOLE FAMILY RESIDENTIAL, ADJAGENT PARGELS: c103 AUBURN MAY S. (TRAGTS 2 AND 3) = G5 HEAVY GOMMERG I AL, ciI-7 AUBURN WAY S. (TRAGT 4) = G5 HEAVY GOMMERG I AL. INDEX OF DRAWINGS: C1.0 COVER SHEET C2.0 DEMOLITION & EROSION CONTROL PLAN C3.0 SITE GRADING & PAVING PLAN C4.0 STORM PLAN & DETAILS C5.0 DIMENSION & STRIPING PLAN L1.0 LANDSCAPE IRRIGATION PLAN L2. 0 LANDSCAPE PLANTING PLAN IMPERVIOUS SURFACE: EXISTING BUILDING = 1609 S.F. EXISTING PAVEMENT = 956 S.F. TOTAL = 2565 S.F. NEW BUILDING = 0 S.F. NEW PAVEMENT = 5492 S.F. TOTAL = 5492 S.F. NET CHANGE = 2927 S.F. PROJECT SITE 902 E STREET SE AUBURN, WA SYMBOL DESCRIPTION I PREP. I DATE APPRV. REVISIONS 5TH - Q a E NN sr ME PARK-Z - F 4TH STcD NE s �•,`��o K LU 324TCIO H G 4 - z Z zUj RD Sr NE SE SE 325T w3 '3an sT G 3 z $T z 3R0 ST ND STca 3s'tTSrn 3c' �\ Lw l 2ND 0- AUBU NE 2ND $T HE NE ; x, 2 ME `,� o . ST ST 32 TT) ST s• `,\ Sp FJS O x� NE h : 1ST ST HE E "' Pl. HE � U PL " a �o� EMA �..:� rr w z ST 60o E H�IN HE . w o W 1 �' (SE 328TH ST) w moo W ti isr sr N � w 32��tH �^ SE "$ 2ND ST cn ST`L.. > 2Nd S vy G sr; W SE a3onf sr m C. N W 200 c Q w Q a v> 3RD cr 4; a �" ST BNSF 4fN vrI i- �„ SE - ell z RM 4 tI O - SE 81C PARK _ST SE � 6TH ST SE � 6TH Sr SE 7IN STI-11 SE t`pw rnCO W sr SE W 8TH `` ST G SE " �T W r SE V) SR STN u, 9TH x T.. SE CIT Tc _.... _..._..._..._..._._ 9TH sr sE`' G LIB ■ CTR > Q Q '1 N iDTH STa U SE G Sr $E) as . Wn ( {� W °°o C� % r F f IM�CKLESft7T LLJ 117H 5T SE �?`N 12TH PARK ST .t; SE `' t4ltlii I >��TH ST SE . t j N N 90//0.. 0 LAKE INDIAN ST SE N ; in W t- W y� N � m�. 15TH ST SE ( U U-n s , 16TN ST SE u- c� � 1 � F- 17TH ST '' 19SE 17TH ST SE CPLSE �,�^ Q u 100 �' 18rH 4, �, N 19TH ST SE W W : p sEy 20M ST SE � MIDI zarH .: G FS cc T A, sj j a M 0 .M .25 .37S .5 SEE 77 MAp a.mills i 1n. - 1900 ft. LEGEND EXISTING PROPOSED CLEARING LIMITS - - - - - - - - -� -- 101-- --- CONTOUR 99 SPOT ELEVATION LSD q M - - STORM PIPE 0 CATCH BASIN Qo STORM MANHOLE - -i- - -- --- WATER PIPE FIRE HYDRANT 4 GATE VALVE 93 WATER METER o- POWER POLE LIGHT POLE --- POWER POLE GUY ANCHOR SEWER MANHOLE -5- OVERHEAD LINE OVERHEAD LINE GAS METER ---- --- NATURAL GAS LINE ID GAS VALVE TRAFFIC SIGN ASPHALT PAVEMENT CONCRETE EXTRUDED, - . VERTICAL, OR MOUNTABLE CURB AS NOTED -X . X---•-- WOOD FENCE SILT FENCE FF 0 FOUND CONTROL MONUMENT AS NOTED 0 FOUND CORNER MARKER AS NOTED • SET 5/8" BAR & CAP, LS#11278 HEDGE 0 DECIDUOUS TREE PROPERTY LINE - - - PARCEL BOUNDARY LINE - -- -- - -•- -- --- DEMOLITION AREAS RECORD DRAWING CERTIFICATION These drawings conform to the contract ' onstruction records. By' ate: 49G Titte/Position:,L1t,�Ecr"/�/�.�G� Cwv Confirmed by City: __ -Date: PROJECT REF: GRA 05-0025 BT IV14 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved by: Date Approved:_w.III_______ A. Z M M rn �Zg o� m % �Q� wLO =� N rn I() U =a w'; 0? -0 cn a, 00 z o wco w� Z. rn o r` N PROJECT NUMBER 059003 oscN.: T.A.W. owm.:J.M.C. CHKD.:G.E.W. SCALE: DATE: i 11 O O5 CONTENTS: COVER SHEET C420 0 GENERAL CONSTRUCTION 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" (2002 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. 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. 9. ADDITIONAL PERMITS REQUIRED FROM THE CITY OF AUBURN: STORM PERMIT GRADING AND EROSION CONTROL NOTE SPWJ01 PEOMT 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 IF 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 INFILTRATION 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 MATERIALS 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 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. CONSTRUCTION SEQUENCE FOR GRADING, DRAINAGE AND EROSION CONTROL 1. COORDINATE ALL ONSITE WORK WITH CITY'S ROAD IMPROVEMENT PROJECT. 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. INSTALL FILTER FABRIC FENCES, CONSTRUCTION ENTRANCE AND CATCH BASIN PROTECTION AS SHOWN. 4. SITE DEMOLITION (NOTE, DELAY DEMOLITION OF CITY SIDEWALK UNTIL IT CAN IMMEDIATELY BE REPLACED.) 5. GRADE SITE 6. CONSTRUCT STORMCEPTOR, PIPING AND DETENTION SYSTEM. 7. INSTALL CONCRETE & ASPHALT SURFACES, CURBS & STRIPING. 8. PLACE STORM SYSTEM INTO OPERATION. 9. COMPLY WITH THE "GRADING, DRAINAGE AND EROSION CONTROL NOTES". 10. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE STABILIZATON & APPROVAL FROM CITY INSPECTOR. 0 20 40 nm% 71 SCALE: 1 " = 20'-0" SYMBOLI DESCRIPTION IPREP. I DATE IAPPRV. I REVISIONS RIM= ! GE3 R I"-ci-1.5_l! i GJVERIE.I- RIr (4P,65' r- I ,1��,¢ i=; I =fir.?. f / '" r t �) IEES/ 2'0a It'..W., f. (�lt: i '.i ; E i 1'�'IJ" i i t/ INDENT E(r-:, !° `1��. !( `F\VC, 1 _:E, �/�fr r��I ,wry/ I��T L�'�G..�.�c...l��fd �-�i� iy-��'' �y.-..+ C.i I �h-� �-.��.v....2'( I��ll��ft ( � /. rr^ 5yy� 7 ,j,/,��, �,. ��i.....I�-l. �'�Y � l'�"� , / � t{--(/y��\) yf�- /y�'� ! �+ry'} i 1 `Y (/-1 t jj �.+, �"� pt. r 11..�\i �.L) t��... l.�` �V 1.��..r`N�.�! �l1 j"� II�•j-...: ,r� / cx�� c I E/ ) _ 52 0 IBC, _ SET IN C.r_`)N -PET ',AOINJIJti-1ENIF u�% r i , E�5E) = c1 -,2q (t,_5F G) . i GONGRETE MGNUr/IENT- N11 INFPE I.2' E- ELC. N aRAC SET IN GC NGF?:ETE �'IONUME NI"T' GA` 'tV151TED AF'R.IL_ 201 HE1_ 0 FOR GENT"ERL_11 I E(N) -= �-45. 11T (f 5 "R REMOVE EXIST SIDEWALK & CURB & GUTTER TO NEAREST EXPANSION JOINT GHISEI_EE? ",X" IN �31[)EHAL*:K' SAWCUT ASPHALT 1' OUTSIDE EXISTING CURB & GUTTER ALSO SAWCUT CURB & GUTTER & REMOVE TO NEAREST EXPANSION JOINT IF LESS THAN 5 FEET FROM CUT LINE F JJE-G F BENC,-iMARK NORTH Nl)T ON T'F' # tNCE ELEVATION=101.62' N.A.V.D, FOr AIER F'QI__E V41 TRANSF ORZHER i 5TFZEET I__ I(.�IHTT IE EXIST SIDEWALK & CURB & GUTTER TO NEAREST ss _F�,PAN�S,ION J01 S!rf I;�- .b GENTER:L_.INE GHANNE L..-­'12,a2' I E(E, S) :3 "F'` /G I E(K) 12 "PVC1 F L NS HES RECOVERED 5- 11r, EHAL_K I RECORD DRAWING CERTIFICATION These drawings conform to the cmntractor' nstruction records. By: mate: , Title/Position; _ CVA Confirmed by City:_ ems', ..,r,.,�.`._Date: 1P,1� 3s':3A10q '/, '= C,E� 9 r, I F=('NIA E3C)-"! r! ICON 09324 L.ES S(;HNA5 TIRE C;E_:N } ER g110 50. ET. e: F INISHEE) FLOOR= 1(1)0Y 3.0' A,9- 0\/E COI At."> GE3i-�Ii�1 c is ;4 PROJECT REF: GRA 05-0025 f(IM C These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved by:_ A ,Date Approved: Z.0 W CC J Q d �SIONAL �I EXPIRES 08/10/0 PROJECT NUMBER 059003 DSGN.:T.A.W. DRWNA.M. cHKo.:G.E.W. SCALE: 1 =IU -O DATE: 111O O5 CONTENTS: DEMOLITION & EROS-ION CONTROL PLAN SHEET G28U FILL TO TOP OF CURB AS NECESSARY TO PROVIDE SURFACE DRAINAGE 2-1/2" 6" MIN. 1"R * TOP OF CURB © DRIVEWAYS `- USE EPDXY CEMENT TO NOTES: ATTACH CURB TO ASPHALT 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE, BUT 1/4" BELOW SURFACE. SPACING OF EXPANSION JOINTS SHALL BE 15' MAX ALONG CURB ALIGNMENT, AND AT JUNCTURE OF CURB W/ ANY EXISTING CONCRETE STRUCTURE. 2. CONTRACTION JOINTS (TOOLED JOINTS W/ TROWEL CUT 1/3 MIN THROUGH DEPTH OF SECTION) REQUIRED AT 6' MAX SPACING. 3. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 4. PROVIDE ADEQUATE PROTECTION FROM WEATHER & CONSTRUCTION UNTIL FULLY CURED. EXTRUDED CEMENT CONCRETE CURB WSDOT STANDARD PLAN F-213 N.T.S. 2.5" MIN, ASPHALT 'AVEMENT CLASS B ' 151 4" MIN. CRUSHED -J SURFACING TOP COURSE NATIVE INORGANIC SOIL SUBGRADE PROOF ROLLED TO VERIFY 95% COMPACTION OF MAX DRY DENSITY PER ASTM D-1557 TO A MIN DEPTH OF 12 INCHES DEPTHS OF MATERIALS INDICATED HEREON ARE COMPACTED MINIMUM. nTYPICAL PAVEMENT SECTIONS TRENCH WIDTH NOTES: (SEE NOTE 3) PIPE ZONE BACKFILL 1. SEE STANDARD SPECIFICATIONS SECTION 7-08.3(3) FOR PIPE ZONE BACKFILL. (SEE NOTE 1) a •o � 6 2. SEE STANDARD SPECIFICATIONS SECTION 9-03.12(3) FOR GRAVEL BACKFILL FOR PIPE ZONE BEDDING. GRAVEL BACKFILL FOR o` o 0 0 85% O.D. PIPE 3. SEE STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. PIPE ZONE BEDDING .. (SEE NOTE 4) ZONE (SEE NOTE 2) 15% O.D. 4. FOR SANITARY SEWER INSTALLATION, CONCRETE PIPE SHALL BE BEDDED TO SPRING LINE. FOUNDATION LEVEL 6 TRENCH WIDTH (SEE NOTE 3) CONCRETE AND DUCTILE IRON PIPE PIPE ZONE BACKFILL o o, ° , o o, ` o 6„ (SEE NOTE 1) TRENCH WIDTH o (SEE NOTE 3) o 0 0 o o PIPE 85% RISE 6" GRAVEL BACKFILL FOR o toZONE GRAVEL BACKFILL FOR PIPE ZONE BEDDING PIPE ZONE BEDDING I (SEE NOTE 2) 15% RISE (SEE NOTE 2) O.D. PIE ZONE FOUNDATION LEVEL 6 FOUNDATION LEVEL 6" PIPE ARCHES THERMOPLASTIC PIPE TRENCH WIDTH �IPIPE ZONE BACKFILL (SEE NOTE 3) (SEE NOTE 1) o o o 6" 50% O.D. o : (TYP) GRAVEL BACKFILL FOR o o o PIPE PIPE ZONE BEDDING ZONE (SEE NOTE 2) FOUNDATION LEVEL 6 METAL PIPE CLEARANCE BETWEEN PIPES FOR MULTIPLE INSTALLATIONS MINIMUM PIPE SIZE DISTANCE BETWEEN BARRELS CIRCULAR PIPE 12" to 24" 12" (DIAMETER) 30" to 96" DIAM. /2 102" to 180" 48" PIPE ARCH 18" to 36" 12" METAL ONLY 43" to 142" SPAN /3 (SPAN) 148" to 200" 48" WSDOT STD. PLAN B-1 1 PIPE ZONE BEDDING AND BACKFILL N.T.S. N.T.S. DESCRIPTION IPREP. I DATE JAPPRV. REVISIONS 0 20 40 lm� --- I SCALE: 1 " = 20'-0" e -7) L l/ ) i3�1�,.� ti omt` /✓7t! t -.... 7�.` 3 1 I \,., I:i �i1 'NIT NI ,_"4ij\1t Jttr ,lTt } i � _...µ r - i- •�t �/ . : °' r - t __ .»,�> � ar tI -�T- �� I ' � ��, i, ) i "~ >xt -"�._ 1\ ,.�f.....r �Y� ir�rll✓VlVr � � ,. r, 1 � .;tU MItT _ ., "5ENIOR L..-/!_..1 Y i �F-', i`11-.�� �.::I..!{ �'• 1 17". �.,. '�i,� C.�"k i , - ? �! x . ai s`*s1F I.T �. t r I T - SD _--~- _.ry„� y �r,l w11" SET rt C �,,, -.x._ ,_ = t.,� L..; , : �rr^�__ _. ._. ~� - 9,75 EC," APIR i -_ _ _ _ � _771- ,�... \, AU WAY' J�7 ry U UT�1- , 11 B -° JJJ fa ' %• ! 98.98ex \ 98.95ex 3 98 94ex96,34 ' i �y•� -w x ,tiJ Y' A teµ �: i"..I ✓ +�- ...1.`_✓T`i `-Y p„ A. j _ ' i .1d �,... \� no fW& ne .. -. J,„ 4 .... .. , . .... , .. r •" l yA� -maym� 'S _ JG� , . MATCH EXIST CURB/ � p � ✓ `" - F3 G- 99. Aec. asei GUTTER &SIDEWALK ELEVS. ! `� M 98.65Uj f,, I :` , . iie ,;,,HJSE ..ELU °t�,,,i 1r ( �.:,IL.'EV4AL.4 { ex l�934 98.38e FL 7,919 f5 cad, , 1 (TYP) BOLLARDS 98.39 FL --'' 98.61 `l , r f, �$ 25 WIDE COMMERCIAL/ --' ;° ; - 97.95 I `� - n r 0 t • I 98.63 99.63ex z "� 1 INDUSTRIAL DRIVEWAY PER 'i ort CITY STD. DETAIL TRAFFIC-09. I ¢ ' ;;: FOR EMERGENCY VEHICLE ACCES99.50 S „r 0 98.66 99.75ex ! "' xt =` I' I (,....98.50 ,1 _J'..-� M.FL L.... a.if .� ,t,.. 99.7Vex E-Y7,iFAIN-- TEX. =:; 514 A/s, 9 _. ON ! rma r { !_.FV'T',N= Isd.>I. ` N..`'.C�, { ice'' 99.33..._ .7he I ADJUST EX. WATER METER COVER rx d. i . .. r -- f3U I LI f � : r r ,I -P. ,' T °� r TO MATCH NEW SIDEWALK GRADES �i 98 Sex FL " ` t �' 11�l�f T I ~ 1� ��� ' , CD I. i14tr i R.A"�5F0 'i'.1!F� jt C� w ,90� OF LINE r. k5t - n...., �,. r OHP `di T O -i- ..t.iiiWY..._...i�:-::..rti '�° E,V _ .[ .LI Vi - f C -11571 INSTALL SIDEWALK W/ LANDSCAPE STRIP LL1 v I P `� � i '' �' �`` h,W_LOFTIRE _..�._ .. f _ _ ss --- i 99.9�a7f _ • , ;_ ... - - ----- ' __----__ PER CITY STANDARD DETAIL TRAFFIC -23 i -- r � j t E ,q ., ".... , : ,_.._. . a ,._...__.-�..----' _�--`i�•'�'--__. C]-TC'-._.._ .« I r rr K i ,,�.. ".. r !._- r _ S (,/ i _"` k/�'d '`mot. _., _.. ",,., ,.._. , v. '� fY I7 i ,ter _ i T - �c , c r. "� 3 0039 la � r _ r"�• i l � \ t,'-y-E (-, Yi`-.__f,_. 2 J..�._ I /l �r. ( �,-° _.r --eaxt irY>o,�• fir... v'---! r ��.•.� "`. ��;.Y i L..�j f.��-- � �--4�;, �' � ' .._f��i � J v l � / � � ,,-J,��i ''°,;�_ � tt �,-,.i / i*u�rr�nn� '".,k �' i "a' �'...%�.I � r /r: // r i iL_.. L_ i�` ��^=r)1'' 1 Ii f f P.f ..' o�V' --��_..`- •.� - -...'§"h'tY' Y f .. y ..a.....: ,....�..... :.,..�...+. ^^..,^�'� i�. L i _m 6� i AL-1- '� .; ,s.,�.� r..�.� I i l i � l r) 12 i f F.7'`!` G , w r� } , j, ('�'` FEN' IJ ,, };"' ', .,_� 3 1, ,..� 3;:. .z� ._.. '.-,1 I ff :.! I t ; . ss-�� �•-'� P:I 01145 ,�it:. W ✓ I � tn7s f �1,CJ A IJ i ( 7 A,L/L_ z f . EXTRUDED CEMENT r, G > c� . r _ 19b, % r r,`_.. ,,,, , R GO ���'fil �. CONCRETE CURBS (TYP) , "r ` ! ;` ! ; ��I t",'' ,',.�1TI ITY Jtv'.I � 3 ?< fY G E� LATCH EXIST CURB/ ° C3.0 `v _ _._ ; a i:,_�r CUT & FILL QUANTITY: FOR PERMITTING ONLY ( ) GUTTER &SIDEWALK ELEVS. APPROX. 125 CY TOTAL `Z'C�"`l I 100,06 f•'" 'x. N RECORD DRAWING CERTIFICATION These drawings conform to the co tractor's a truction records. By: s�_--fie: Title/Position.:eefg% fIL Confirmed by City:----.: - Datq3" PROJECT REF: GRA 05-0025 t9EI�15 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved by:__ Date Approved:__ J__,1_A 53"11 EXPIRES 08110% / M M Q � rn Z o0" m0" wVQ°° 00 w WU)0 � 00 o0 LO Z 00 ZW Z N Z a) �C) '' PROJECT NUMBER 059003 oscN.:T.A.W. DRWN.:J.M.C. CHKD.:G.E.W. SCALE 1 =ZO -O DATE: 1 110 05 CONTENTS: SITE GRADING & PAVING RLAN SHEET C3.0 1A i Hydro Conduit CDR, K, BY: E�CARRA CN N STC 450i Precast Concrete Stormceptor DATE DEC, 8, 1998 PROJECT 450 US Gallon Capacity) SCALE: N,T,S. LOCATION: I DWG,# A400-CE-99 COVER & GRATE 5" _ GRADE ADJUSTERS TO SUIT FINISHED GRAD 4„ a g„ d a ° VARIES TO HANDLE FOR REMOVABLE 4"O PVC PIPE MATCH INLET TEE MIN. 15" HIGH GRADE STORMCEPTOR® INSERT INLET 2,. OUTLET SEE NOTE 4'0 PVC PIPE CLEANOUT/VENT PIPE 12' 11„ ° 4'0 OUTLET 18" ° RISER PIPE 4 CHECK d VALVE ° 6O" INLET OUT 12'0 INLET 4'0 OUTLET ° MIN. DOWN PIPE RISER PIPE d (REMOVABLE) E IF NEEDED 8 5 l - a < j L12'0 INLET DOWN I ° 8 PIPE (12,5'x14' ELLIPSE) SECTION THRU CHAMBER NOTE : SECTION THRU PLAN VIEW 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE CLEANOUT/ VENT PIPE. 3. THIS IS A GENERAL ARRANGEMENT DRAWING CONSULT LOCAL RFPRFSFNTATIVF FnR SPFCIAI CnNPITInNS- _RE V DESCRIPTION (j) .yt���'�''.�NCR � N`�.�' i'C,.�-. i _ 51 C, 11 R E C, 0 E R Eq SD 'ETE 1IONU1--ENT W/ IN' EN .� °��, ���.21 •., � SYMBOL DESCRIPTION PREP. DATE APPRV. I BE:L,C_-41 ORAD. ;.,..... _. _._ :c NC_.RE 'E tP 0NU'! iE N-F ( A,r , REVISIONS IF,I 0 FOR 6 4NTERL'I. 93,: - _ :_.. aJ,' , E. C� , C,�1 RIM- ;�:..� C�" NE>w� �'#, : i!M� INTO J .� __...-__..____AUBU SAYS�0LJM--i r OWW _ _ M _ -_ - ° OUST .-... .............w 4.d.. I� �S) % c "�..�," .;-.,.,.� s .{ REST SIDEWALK ORE K & .> a •a. PER CITY OF AUBURN r r 1 # q 10 - f aH y aS f .'-8,. . .,I^ .l',! y C s.'vt7�"'.. ', '�;�' ..x' ..> a ,' 4E ��,,- - e. e `. _ p •y-„_ z� _ _ : _ 3 3 " .ems' , ' o� ie, . - 67LF- �� 16 SAUCE 3 35LF-8"O SOLIDWALL C4.0. (TYP) -- CMP .W/ TREATEMENT 1 C3.0 PVC SDR-35 1.66% �. 0. _.F ---,�'' { ) CB 1A TYPE l .- i�' 9,5 cr # 2 (54") �. �11.:.�LE'D "X" !N 51iY E1^JA! I + ACCESS MANHOLE RIM=9"@+ (MATCH �DIiST CB #1 TYPE 2 (54 0) _ IE-ea�� (3 �'} S 63 1 STORMWATER CONTROL MH I 3. BALL._ 1Ni�%��1 _I _ 11l�1A IE-4461 8" O S 6S 2 AP) g ? I~�dC'El t ?. T^1 . ° 2 IE 3r • 36"0 E) s R#M=911 7.95' 1 E L- I NE C4.0 ( 1, ) . t u ; �r ' J IE=94.95 C4.0 � ��� IE7• (8"0 N):- 38 C�TOP o (° 7IDP 01F (PER CITY STD. PLAN STORM-02) 4Lu�'N �.� i *, C�r 24LF-8"0 ADS A, � 1�. C. E3 J JEEGT [32,1C lI A 1*� I Via.: �� ,, : (N-12) 1.0� i v .� _.._.-. Owl Uj r i ( i OLF-8" O ADS = I`4 ` (i� _ :. '� I ,., ; "R M 2, TYPE 1. W SOLID LID - , �� 99,7 A _ , f-k .i� 1 V♦ - lip' }'IRANT a a . / (N-12) @ 1.0% � 43 z r IE i S!R EM r . , t H, NU-T 1A�.. f + T�F=' 1` L.ANGE I ---- - 1 °l -1 ` N 1=01.6 N.A,V.D° 85 Q _ �► N 98,14 V N V , F' w' r r/ '• ', a I....% .-... E.�:r' i I' l..,.f �.1 •. i�''{ :. ' �. f �- r , A 1. CD _, _I _ -. 1 1 - w a AD I7-� 1 t'�1"V t - w -`'UHF a z_1NE G ar TR,��a_ FORME J : n:..r'.._....._�% ;' r STREET 1_IC7H17 ­- o _ -• NA TAi RFIA5032_ LLJ U N Q �` 5 ^� q I.Ole" _ � � 11,E • _. >. °.{' __ - h T OF LW i .ES G! fl�'IA TIRE C,E -55141 I I a . >c:;1 _ '� - - _ „17 11 / F� i ,1 f t . U . j i rr ((t� tt T 11._.11 �I " ,sdW ANN = .JL v / �^ t rl / ,r1 4 q MILVI 50 I r ' I C. 1 i _. i . '\ l txnr r s ��ASY IF UnE � It .vet , E. , l 1_._ClO � 1 - 5 " % ( -r I _ PVC, mTALI1 N r`., / . k TT- REMOVEABLE NOTES: WATERTIGHT COUPLING 1. THE PIPE SUPPORTS AND THE RESTRICTOR/SEPARATOR SHALL BE CONSTRUCTED OF 24" MIN. OVERFLOW ELEVATION = 97.00' THE SAME MATERIAL AND BE ANCHORED AT A MAXIMUM SPACING OF 36". ATTACH THE CLEARANCE ORIFICE #1: IE = 94.00' PIPE SUPPORTS TO THE MANHOLE WITH 5/ 8" STAINLESS STEEL EXPANSION BOLTS OR 0 = 5 8"0 _� EMBED THE SUPPORTS INTO THE MANHOLE WALL 2". ORIFICE #2: IE = 95.75' 0 = 1-3/8"0 PLATE WITH 2. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL BE THE SAME ORIFICE #3: IE = 96.75' "o ORIFICE DIAMETER AS THE HORIZONTAL OUTLET PIPE WITH A MINIMUM DIAMETER OF 8". 0 = 1 _ 24" MIN. STANDPIPE 0 = 870 ELBOW DETAIL 3. THE FLOW RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM ONE OF THE A CLEARANCE FOLLOWING MATERIALS: 0.060" CORRUGATED ALUMINUM ALLOY DRAIN PIPE LIFT HANDLE 0.064" CORRUGATED GALVANIZED STEEL DRAIN PIPE WITH TREATMENT 1 0.064" CORRUGATED ALUMINIZED STEEL DRAIN PIPE ADJUSTABLE LOCK HOOK 0.060" ALUMINUM ALLOY FLAT SHEET, IN ACCORDANCE WITH ASTM B 209M, WITH LOCK SCREW 5052 H32 OR EPS PLAN VIEW MANHOLE RING AND COVER WITH LOCKING BOLTS, HIGH DENSITY POLYETHYLENE STORM SEWER PIPE 1 0 ROD OR TUBING 4" MIN. MARKED "DRAIN" 4. THE FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT: THE SHEAR GATE SET OVERFLOW ELEVATION 16" MAX. IS VISIBLE FROM THE TOP; THE CLIMB -DOWN SPACE IS CLEAR OF THE RISER AND TO PROVIDE DETENTION AND HANDHOLD GATE; THE FRAME IS CLEAR OF THE CURB. OIL SEPARATION AS SHOWN IN THE CONTRACT 5. THE MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN, OR ALL PLACED ON ONE SIDE OF THE RISER TO ASSURE LADDER CLEARANCE. THE SIZE OF THE ELBOWS AND THEIR PLACEMENT SHALL BE SPECIFIED IN THE CONTRACT. ORIFICE 3 : °:= �_::;<.. < 6" MIN. ' STEPS OR LADDER ° o 6. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT. OMIT PLATE IF PIPE SUPPORT FOR OIL POLLUTION CONTROL ONLY. THE OPENING IS TO BE CUT ROUND AND SMOOTH. 3"x0.07ALUMINUM OR 3"xO.079" STEEL 7. THE SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM (SEE NOTE 1) LIFT HANDLE o B 26M AND ASTM B 275, DESIGNATION ZG32A; OR CAST IRON IN ACCORDANCE WITH ,., LIFT HANDLE ASTM A 48, CLASS 30B. ° ° ATTACHMENT THE LIFT HANDLE SHALL BE MADE OF A SIMILAR METAL TO THE GATE (TO PREVENT ORIFICE #2 a . GALVANIC CORROSION), IT MAY BE OF SOLID ROD OR HOLLOW TUBING, WITH 12" ,. SHEAR GATE ° °o ° ADJUSTABLE HOOK AS REQUIRED. MIN. 8"0 MIN. A NEOPRENE RUBBER GASKET IS REQUIRED BETWEEN THE RISER MOUNTING FLANGE o ^ ' o AND THE GATE FLANGE. MAXIMUM OPENING INSTALL THE GATE SO THAT THE LEVEL -LINE MARK IS LEVEL WHEN THE GATE IS OUTLET INLET CLOSED. 1/2" HOLES THE MATING SURFACES OF THE LID AND THE BODY SHALL BE MACHINED FOR PROPER MORTAR (TYP) -�� ° ON 10 3/8" FIT. 24" o BOLT CIRCLE ALL SHEAR GATE BOLTS SHALL BE STAINLESS STEEL. RESTRICTOR/ SEPARATOR a: 8. THE SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE STANDPIPE do � o O O MOVEMENT, A STOP TAB, OR SOME OTHER DEVICE. ORIFICE # 1 p. 24,E LEVEL LINE O ° 9. ALTERNATE SHEAR GATE DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE RESTRICTOR PLATE 540 MIN. (SEE NOTE 7) MET AND FLANGE BOLT PATTERN MATCHES. WITH ORIFICE FRONT SIDE (SEE NOTE 6) VIEW 0 SHEAR GATE DETAILS WSDOT STD. PLAN B-3 (REVISED) CATCH BASIN, TYPE 2 WITH FLOW RESTRICTOR - OIL SEPARATOR N.T.S. RECORD DKAVIN6 _W.Sf ieECQXD Docuufars NarE BEE,v �WP"c jOVTDED r)' AN(.0-cow COy O�TfD !�/!�/06• WhRNEL°. �NCaTNEEICZNG f{�ts �NoT ��� ��!l4�.FlY,4N�o�- C01►+('� Df T�,J�.f�fZ .s+iusHaw.,Vbr 911;1�.901601G 69--_Arr_MoA-s 24. 4 ACCES° DY- 10M155TONS kA1-TCFF NU►Y 13E IN(oR.PORk►iD #Zffw Its CB #1A 54" 0 ACCESS MH W/ SOLID 2 LOCKING LID. REFERENCE WITHOUT FLOW RESTRICTOR C4.0 _! ASPHALT PAVEMENT PROVIDE 1' COVER MIN. CONTROL MH PLAN VIEW 1 /2"=1 '-0" LOCKING LID 67LF-36"O CMP 16 GAUGE DETENTION PIPE W/ TREATMENT 1 TOP OF PIPE- q(. 41 IE(36" O CMP)-93.iR 4,3.-75- IE(36"0 CMP)- LEVEL q3•V ALL STEEL PARTS IN CB'S MUST BE GALVANIZED. PARALLEL PIPES SHALL BE SPACED TO MAINTAIN 3 FT. MINIMUM HORIZONTAL CLEARANCE BETWEEN PIPES. r7-,-TYP 1 CAL DETENTION D ETAI L N.T.S. AN RECORD DRAWING CERTIFICATION These drawings conform to the S.tractoronstruction records. By: _ _ Date: op Title/Position:�1l1i'.�!' Confirmed by City. Date: 0 20 40 ln� ::1 SCALE: 1 " = 20'-0" RIM-96.5!�- qi . SO CB #1 54" 0 STORMWATER CONTROL MH W/ FLOW RESTRICTOR 2 SEE DETAIL C4.0 PROJECT REF: GRA 05-0025 s fihjjn These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved by:__ j 5064 Date Approved:___ I t / I510 _ A. oL �SIONAL EXPIRES 08/10/ ` 10 �L" Zm M \ � a-. ��oLO m 'O V Q LO ao 00 (n • N w W U� °b z o Zw� (\(n w J V ¢w �z Q �o ,~ N PROJECT NUMBER 059003 DSGN.: T.A.W. DRWN.:J.M.C. cwo..: G. E.W. SCALE:1 0 --0 DATE: 11 10 05 CONTENTS: STORM PLAN & D ETAI LS \0 A0 04D IoraG xe 1 1/2" 3/4T 1/8" MINIMUM THICKNESS - GALVANIZED STEEL OR ALUMINUM, INTERIOR SIDE DIMENSIONS 1/2- GREATER THAN POST DIMENSIONS. COMMERCIAL CONCRETE 3"0 10411N, P DRAIN PIPE 24" 1 " CHAMFER 4 SIDES 4 8"x 8"x S4S x 4'-0" 1/2- GALVANIZED EYE BOLT W/WASHER AND NUT. RECESS NUT AND PEEN BOLT THREADS. 500# MINIMUM TEST GALVANIZED 6- CHAIN ANCHORED IN CONCRETE. 8" 1 *-6" 21-6" ANCHOR G < '6 J4 WITH 6 x3/8 4.l STEEL ROD aw EMERGENCY VEHICLE ACCESS SYMBOLI DESCRIPTION 1PREP.1 DATE 1APPRV. 0 20 40 1 SCALE: 1 20'-0" SD SD _T AUBURN WAY SOUTH— All 1�1) i sill I I" "4P_1k___14RK R G G (A) 7� 5361 17.00' Lu (TYP) NOTES: 25.00' (3) REMOVABLE BOLLARDS 1. BOL"S SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION 3. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. C5.0 EVENLY SPAM GRADE, AND SHALL BE PENTACHLOROPHENOL PRESSURE i. TREATED BY DAM CELL PROCESS WITH MINIMUM NET 4. ALL STEEL PARTS SHALL BE GALVANIZED. RETENTION OF 0.05 LBS./CU. FOOT OF THE DRY SALT. 5. CONCRETE SHALL BE COMMERCIAL CONCRETE. .314 L (USE LIGHT PETROLEUM SOLVENT.) 2. STEEL TUBE SHALL CONFORM TO ASTM A53 OR ASTM A53 6. INSTALL USING REFLECTORS ON STREET & PARKING LOT GRADE, A. SIDES OF BOLLARDS (TYP). dr- 10.00 L-Lj ri—,NREMOVABLE BOLLARDS 1> N.T.S. I (D :z M (TYP) R2.00 R5.00, ...... . . .... X 35.08' P 36.3 1' / 9.00, .00' (TYP) 7.00' 7-S v. A. MT�- 02'1 J_ SAL AT STALLS �' R7.00' HEN(:,E_-_ NE, F- L 1 ME P 2.0V' BU I LD 1 N,"-,-- O�Nr-t-D, 4 FENC'E T_ 0.1' 1 OF LINE- 7 `4 '9 r, OFL Whld. OF TWE SEM-illeft— — J_ miunNe 0A, — 2 P55 �1IIE ff MUIR" O.2' FAST OF UW- NOTE: THE (3) EXISTING ACCESSIBLE PARKING STALLS LOCATED ON THE EXISTING ADJACENT LES SCHWAB PARKING LOT SHALL BE MARKED AS HANDICAP PARKING WITH POSTED SIGN OR HANDICAP SYMBOL ON PAVEMENT RECORD DRAWING CERTIFICATION These drawings conform to the contracto. ristruction records. ByZ;AL �p �___ ___ ate: Title/Position: Confirmed by City;�_­ ------- Date-.1l0 - 1 7 TVALNUT I AWN 2ND AD_DXI0_,,V BALPH& a EAST cv- LIM PROJECT REF: GRA 05-0025 '&:X These plans are approved for conformance with the City of kbuil Enomwing Division mpkements. Approved by: City Date Approved: 11 r kr- A. N m-0 CM or-- M� .2 N o6 L' 0 5114 W, U) .10 z D z W> W- z r < C) 04 PROJECT NUMBER 052�003 DSGN.:T.A.W. D RWN.: J. M. C. CHID.: G. E.W. SCALE: 1"=20'-O' DATE: 11 / 1 CONTENTS: DIME ON & STRONG PLAN SHEET C5.0 { 2 { { { W w ir1 '- O { EX'G 3/411 WM POINT OF CONNECTIO (SEE DETAI 2 { AUBURN WAY SOUTH 8A2.34' #1 12.51-S 30 3/4" �/-- 3/4" -L ED @ ® (D 1" #2 3/4" EL 314" 3/4" -3/411 �--3/4" i 3/4"-)+ LANDSCAPE IRRIGATION PLAN 0 5' 10, 20' 40' SCALE: I "=10'-0" NORTH BASE MAP FROM WARNER ENGINEERING, INC., TACOMA, WA G) HOSE BIB WTH KEY �2 PVC SCH 80 NIPPLE 1 (LENGTH AS REQUIRED) Q PVC SCH 40 ELL 4 PVC SCH 40 STREET ELL 5 PVC LATERAL PIPE 16 PVC SCH 40 TEE OR ELL 7 FINISH GRADE 8 6' HGT. 4"X4• PT STAKE 9 CLAMP TO SECURE PIPE SECURELY AT TWO POINT'S ALONG WOOD STAKE iO PVC TO BE BURIED MIN 12" DEPTH PER SPECS MAINLINE TO BE BURIED MiN 18' DEPTH PER SPECS ©ETAAIL: H05E B18 k41TH KEY ON 4'- 4X4 PT 5TAKE NO SCALE IRRIGATION LEGEND SYMBOL MANUFACTURER PSi RADIUS GPM LOCATION RAIN BIRD 1806 W/12F MPR PLASTIC NOZZLE 30 12' 2.60 SHRUB RAIN BIRD 1806 W/12H MPR PLASTIC NOZZLE 30 12' 1.30 SHRUB © RAIN BIRD 1806 W/12Q MPR PLASTIC NOZZLE 30 12' 0.65 SHRUB RAIN BIRD 1806 W/lOF MPR PLASTIC NOZZLE 30 10' 1,57 SHRUB RAIN BIRD 1806 W/10H MPR PLASTIC NOZZLE 30 10, 0.78 SHRUB RAIN BIRD 1806 W/IOQ MPR PLASTIC NOZZLE 30 10' 0.39 SHRUB -E. RAIN BIRD 1806 W/9SST MPR PLASTIC NOZZLE 30 9'xl8' 1.73 SHRUB 0 RAIN BIRD 1806 W/15SST MPR PLASTIC NOZZLE 30 4'x3O' 1.21 SHRUB (% RAIN BIRD 1806 W/15EST MPR PLASTIC NOZZLE 30 4'xl5' 0.61 SHRUB + PROPOSED TREE EXISTING TREE -ADJACENT PROPERTY RAINBIRD PEB SERIES AUTOMATIC CONTROL VALVE, SIZE PER PLAN AND PROVIDE AMTEX CONTROL BOX & MIN. 2 CU. FT PEA GRAVEL. WATER PRESSURE REDUCING VALVE - WATTS SERIES U5, U513, SIZE PER P.O.C. DETAIL MUELLER BRASS ISOLATION VALVE, SIZE PER P.O.C. DETAIL, INSTALL IN ROUND 6" AMTEX CONTROL BOX ►"a FEBCO DBL CHECK VALVE, SIZE PER P.O.C. DETAIL, INSTALL IN LARGE AMTEX CONTROL BOX PER DETAIL. QUICK COUPLER VALVE 44RC, ASSUME I" UNLESS OTHERWISE NOTED ON �RAINBIRD QC PLAN. PROVIDE HOSE SWIVEL. INSTALL PER DETAIL AC RAINBIRD ESP-6LX+ - 6 STATION AUTOMATIC CONTROLLER. EXTERIOR MOUNT ON BLDG. PER OWNER APPROVAL PROVIDE CONDUIT TO POWER SOURCE AND CONNECT TO POWER SOURCE T l GLEN HILTON MC MINI CLICK 11 RAIN SENSOR WITH BY-PASS SWITCH. INSTALL PER OWNER. Ate,. SCHEDULE 40 PVC MAINLINE, SIZE PER PLAN. MIN. DEPTH 18" BELOW FINISHED GRADE. 3/4" CLASS 200 PVC LATERAL LINE, SIZE PER PLAN, MIN. DEPTH 12" BELOW FINISHED GRADE. 2" SL CLASS 200 PVC SLEEVING, SIZE PER PLAN, MIN. DEPTH 18" BELOW FINISHED GRADE FOR MAIN LINE. CLASS 200 PVC SLEEVING, SIZE PER PLAN, MIN. DEPTH 12" BELOW FINISHED GRADE FOR LATERAL LINES. 2 VALVE KEY -- VALVE NUMBER HOSE BIB WITH VALVE GPM (GALLONS PER MINUTE) KEY -(SEE DETAIL) #2 4500-SIL .("S" Indicates Shrub Zone, "L" Indicates Lawn Zone) VALVE SIZE VALVE PSI (OPERATING PRESSURE) �- IRR.IGATION NOTES AUTOMATIC 1. Irrigation design and layout assumes minimum 40 lbs. static water pressure 30 GPM at point of connection. Verify PSI and GPM, if discrepancy exists report to Landscape Architect and owner before proceeding. CONTROLLER 2. The Landscape Contractor shall inspect the site and verify existing conditions and dimensions prior to bidding and construction. MOUNT TO 3. Irrigation plan is diagrammatic. Adjust pipe, valves and irrigation heads according to field conditions and plant locations. Report any discrepancies to Landscape Architect, BUILDING 4. Coordinate irrigation points of connection and location of automatic controller with General Contractor. Locate and verify working PER OWNER condition of existing 3/4" Water Meter.Report any discrepancies to Landscape Architect. Coordinate all work with other trades involved. 3t4" APPROVAL 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. 6. All components of irrigation system shall be installed and adjusted to provide adequate coverage and no over spray onto buildings, DALDIN6 OX windows, or paved areas. Contractor is responsible for providing a complete working irrigation system. EA5T OF LINE WALL 7. Contractor is responsible for any damages to building and infrastructure during landscape construction. 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. 10. Electric Valves and Backflow prevention 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 General Contractor. The Landscape Contractor shall make the final connection from the electrical source to the controller. All wiring per L & I Codes. 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 1400) 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. All wire splices to be for wire connections: DBY-Direct Bury Splice by 3M. 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. 22. Asphalt and/or concrete to be removed 2" from behind extruded curb or sidewalk in planter. 23. Provide one (1) year warranty for parts, materials and workmanship upon final acceptance date from owner for work completed per irrigation Plan. POINT OF CONNECTION DETAIL "iSTM 3/4" WATER METER y(WATER(WA�11 PRESSURE REDUCING VALVE - WATTS) 3/4" STOP VALVE - MUELLER 41 /-----�- SCHEDULE 80 PVC UNION F M- „ 3/4" DBL CHECK ASSEMBLY 1 MAIN LINE MANUAL DRAIN VALVE QUICK COUPLER 1 " FUSH WADE/TCP OF MULCH -000P IMG VALVE: � RIM BIRD Mona 7 amWITH O&M 6-INCH = s-"CH MNIMUM 0 PTH DIP 3/4-14CH MASHED WAYEL. sVBCRADE PVC " eD HW'LE (LO4CTH As REQURED) PVC %H 40 STREET ELL PVC SW 60 MIPFI.0 (DFHQM AS REQUIRE()) PVC UN 40 STREET ELL PK WH 40 TEE oR ELL P.0 MANLNE PIPE WW PVC SCR 40 Ell y/ 2• ;sUIN.EsTt7aEW CLAMPS OR ETNID4dDR SUPPORT SYSTEM awwC RL" %%LVE *40 ME Iaxrrx TO wrAIL.. 0UIGK-00Uf'L1N6 VALVE NO SCALE POP-UP SPRAY SPHANam. RAM BYE IWO M'/PUIS„C MPR NOZZLE 8• POP-UP HEAD (SHRUB) (SEE LEGEHQ) ^�^ --«--PVC MAINLINE PY'E �`�--PVC WERAL PIPE AUL RACE ALL HEADS UK 4• FROM EDGE % (XIRB OR WALK DO NOT CONNECT INTO SIDE PORT OF WAND DETAIL: POP-UP SPRAY SPRINKLER NO SCALE 1.114FiR LENGTH OF WILE. COILED WATER PROOF CONNECTION $PARE * . (, OF 2) MIN. 1a• LE1iGTII VALVE BOX WRH COVER: 12-INCH SIZE FINISH GSNDEAW OF MwLH REMOTE CONTROL VALVE: 3, EW- RAN BIRD PEB PVC SCH 80 ""a (CLOSO PYC SCH 40 ELL SCH. 8O MOONS (1 Ek SIDF3 PYC NIPPLE (La-W.R02UM) W low M off SCH 80 MPPLE LENGTH, IgA AND ELL LL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SW 40 MALE ADAPTER PVC LATERAL. PIPE (D 3,0-IW>i WA"N DEPTH OF 3/hWCN WASHM DRAIN RDC* FINISH GRADE "Bo VALVE FE�S:ttRE REDUCING VALVE- ERASS BALL VALVE PZ_7AIL: REMOTE CONTROL VALVE NO SCALE 1r 2 CU. FT. MA GRAVEL SUMP DOUBLE CHECK SCHEDME 90 MALE ADAPTER (1 OF 2) SCHEDULE 8D U NIO" (I OF 2) VALVE BOX SCHEDULE 00 W ELL. (i OF 4) SCHEDULE 40 PIPE (IYP -) QIACX COUPLER MANUAL DRAIN VALVE If0GATION MAI LhW PIPE 11. INSTALL SOO(I' 0W PRLVENTER AS REQUIRED BY LOCAL CODES *0 WEALTH DEPARTMENT. VER" LOCAL. REQUIREMENTS PR10R TO NSW1ATIOK 2, INSTALL PRESSURE REDLICW VALVE AS NECESSN:Y FOR FLOW CONTROL CONDUCT FLASH TEST PRIOR TO INSTALLATION OF IRRIGATION PIPE AND HEADS. DETAIL: BA CKELOW PREVENTER NO SCALE RECORD DRAWING CERTIFICATION These drawings conform to the cantractor' struction records. By: Date: Title/Position: Confirmed by City:`;______Dat FOR SUBMITTAL ONLY - NOT FOR CONSTRUCTION USE Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Va11ey,Washington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail : lbethune@rnindspring.com STATE OF WASHINGTON REGISTERED LAND CA E RCHITECT LAUCH N R. BETHUNE CERTIFICATE NO. 462 REVISIONS QREVISED PER CITY OF AUBURN 1 ENGR. COMMENTS, 10/21/05 LBA/LJL - 10/26/05 QREVISED PER CITY OF AUBURN ENGR. COMMENTS, 11/15/05 LBA/UL - I1/E AUBURN LES SCHWAUB CENTER 902 E. AVENUE SE AUBURN, WASHINGTON LANDSCAPE IRRIGATION PLAN JOB NO. 0"1 i? SCALE: V=10'-0" DATE: 10/14/05 DRAWN: LJL CHK: LRB COPYRIGHT 2005 1 SHEET L 1.01 O6Dl87G ♦ T Tl-% T TTl "L T A T T A t T C1 i' %T TTT T LANDSCAPE PLANTING PLAN 0 5' 10' 20' 40' SCALE: 1 —10'4' NORTH BASE MAP FROM WARNER ENGINEERING, INC., GIG HARBOR, WA PLANT MATERIAL LEGEND * Indicates Drought Tolerant Plant Material Abrev. Common Name Botanical Name Size — TREE STAKES: TREES 20 CAL. OIt GREATER= trees: NOTE: 3 STAKES PER TREE ;k HOC Hogan Cedar Thuja plicata "Fastigata" 6' hgt.B&B ALL TREES IN LAWN TO TREES 1 3/4" CAL. OR SMALLER.= RSM Red Sunset Maple Acer rubrum "Red Sunset" 2" cal./B&B, Matched at 6' branching 30" DIAMETER TREE RING TH 2 STAKES PER TREE C TCP Thunder Cloud Plum Primus cerasifera "Thundercloud" 2" cal./B&B, Matched at 6' branching 2" DEPTH MULCH PER SPECS. NEW TREE TREE TIES 1/2" RUBBER HOSE W/# 12 shrubs: GALV. WIRE (DOUBLE STRAND TWISTED) OG Oregon Grape Mahonia aquifolium 18" hgt./cunt. TEMPORARY WATER BAST RL,'BBF.R 4" BERM, FOR FIRST YEAR o HOB 3 - LODGE POLE PINE STAKES -T LONG OLL Otto Luyken Laurel Primus laurocerasus "Otto Luyken" 18"-21" width, 18" hgt.B&B, Matched AFTER INSTALLATION EQUALLY SPACED AROUND TREE WPB William Penn BarberryBerberis x lades nensis "William Penn" 18" h t /cont. g y g 3" CH LAYER E UR GRADE STAKE DEPTH TRv1it�IM{AP SECURE AFTER SETTLEMENT TAPE UP TO BRANCH STRUCTTUURE�E symbols/ground covers: FINI H GRADE SET TREE AT ORIGINAL DEPTH ? �� FINISHED GRADE DLY Day Lilly Hemerocallis "Anzac" I gal./cunt. at 24" oc at triangular spacing -NAM * HYP Hypericum Hypericunn calycinum 1 gal./cunt. at 36" oc at triangular spacing ROOTBALL 3 BBC Bearbeny Cotoneaster Cotoneaster dammeri "Lowfast" 1 at 36" oc at triangular spacing o w Ih1PORTE a TOPSOIL ; ^ PER NOTES .. TRIP BURLAP AND TIES BACK 1 /3 FROM BALL CROWN gal./cont. IMPORT TOPSOIL PER NOTES sta3c EXCAVATE AREA 2 TIMES DIAMETER OF ROOTBALL. MINIMUM 12" TOPSOIL AROUND ROOTBALL PLANT MATERIAL TO BE REMOVED DETAIL: TREE PLANTING NO SCALE UJ Existing Tree - To be removed. Symbol typical. Abrev. Common Name 2 yt Size CA Crab Apple 2 As Shown SG Sweet Gum 4 As Shown 120% GUY SPACING LANDSCAPE CONSTRUCTION DOTES TREE TIES 1 /2" RUBBER HOSE W/ 12 GAUGE WIRE (GALV.) 1. Owner to secure all necessary permit§ per City of Auburn requirements. 2. All work performed shall conform with the City of Auburnlandscape and irrigation requirements, codes and specifications. POSITION ROOT CROWN 3. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is TWIST WIRE 12" ABOVE FINISH GRD. responsible for any resulting damages during construction. Call before you dig at 1 (800) 424-5555. UNTIL TAUNT 2" MULCH LAYER AFTER 4. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings SETTLEMENT (MULCH TYPE including roots. Leave subgrade in landscape areas minimum 9" below paving in shrub beds. Remove all debris from site. PER SPEC.) 5. Provide minimum 6" depth 6040 mix from Puget Sound Topsoil (253) 833-0374 in all shrub beds. Scarify subgrade by rototilling FINISH GRADE and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required berms. 600 6. Provide minimum 2" depth fine blend hem -fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all 45% planting beds to within V of top of all curbs and walks. Slope all planting beds to drain. 7. Provide one (1) year warranty for all plant materials and workmanship. STAKE 3 SIDES 8. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric 2x2x24 HARDWOOD OR totals, the graphic representation shall rule. CEDAR STAKES REMOVE TOP THIRD OF 9. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize all plantings <<> BURLAP FROM BALL with "Osmacote 17-7-12" plant granules by Scott. Install 2 cups per tree larger than 3", 1 cup per tree less than 3", 1/2 cup per 5 gal., NOTE: INCLUDE �' PLANTING SOIL MIX 1/4 per 2 and I gal., 1/8 cup per 6" and 4" pots. Place at base of plant after mulch has been installed. TEMPORARY WATER BASIN 4" BERM EXCAVATE 2-1/2 TIMES (AS SPEC.) BACKFILL 10. Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils FOR FIST YEAR 0, DIAMETER OF ROOT BALL EXISTING SUBGRADE are evident contact landscape architect. AFTER INSTALL. 11. Fill all planting beds and lawn areas to within V of top of all curbs and walks. Berm all planting beds to drain. 12. Asphalt to be removed 3" from behind extruded curb in planting beds after paving is completed and before plant material is DETAIL: CONIFER PLANTING installed. NO SCALE PROJECT REF:_GRA 05- 0025 ---- THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPE REQUIREMENTS. Approved N_�'� ---------- Date Approved: 1�1 1P.3, 0 SOIL MIX — 4" 0 NEW SHRUB /•-2" MULCH —SAUCER B&B PLANT: REMOVE BURLAP & TIES FROM TOP OF ROOT BALL CONTAINER PLANT: SCARIFY SIDES OF ROOTBALL "'`� COMPACTED SOIL MIX SUBGRADE I6" MIN. DETAIL: SHRUB PLANTING NO SCALE +E PLANT CENTER & ROW N SPACING AS NOTED ON PLAN (TRIANGULAR) SET PLANTS @ ORIGINAL DEPTH @ FINISH GRADE, PRIOR TO SPREAD MULCH. 2" MULCH (TYPE PER SPECS.) FINISH GRADE BACKFILL SOIL MIX (MIX PER SPECS.) EXISTING SUBGRADE DETAIL: GROUND COVER PLANTING NO SCALE RECORD DRAWING CERTIFICATION These drawings conform to the c ntroct ' construction records. 3 BY -- -- ' ---Date: AddMILL Title/Position s -, - Confirmed by City:_ _Date:* PROJECT REF:_GRA 05_ 0025 _ L 11111165 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved by:— Date Approved:.-._. 1L Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, AS'LA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail. : lbethune@mindspring.com STATE OF WASHINGTON REGISTERED LANDSC ARCHITECT 4(UCHtIN R. BETHUNE CERTIFICATE NO. 462 REVISIONS ZL1 REVISED PER CITY OF AUBURN ENGR.COMMENTS, 10/21/05 LBA/LJI. - 10/26/05 AUBURN LES SA17HWAB PARII 910 E. AVENUE SE AUBURN, WASHINGTON LAND IS' CAPE PLANTING PLAN JOB N0, 425117 SCALE: 1 "=10'-0" DATE: 10/14/05 DRAWN: LJL CHK: LRB C(7PYRiGHT 2005 SHEET L 2.01 FOR SUBMITTAL ONLY - NOT FOR C_`ONSTRUCTION USE