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HomeMy WebLinkAbout05D1819DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET, REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONSTRUCTION. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING \MTH CONSTRUCTION. LOCATED IN THE SW 1 /4 OF SW 1 /4, SEC 21, T21 N, R5E, W.M. AUBURN, WASHINGTON EX POWER POLE STREET LIGHT BENCHMARK SPIKE INSTALL: TEMP. CB PROTECTION SOUTH SIDE EX. SSMH _ ON ALL CB'S W/I 200 LF OF ELEV. 308.23 RIM 308.30 TEMP. CONSTRUCTION ENTRANCE ARMOR "V" DITCH SIDE IE 299.36 (10" E, W) (BOTH SIDES OF STREET) PER S' OPE W/ 8" DEPTH() EX SSMH IE 299.65 (8" S) C.O.A. DEV-8 6' R.O.W. DEDICATION 2"-4" ROCK QUARRY EXFH ANTICIPATED SPALLS, TYP. WHERE NOTED . � EX. 10 --------W----- - - - - -W------------------------W- W --`-----SS---- - - - - - - - - - SS-------------- EX. SDMH - - - - - - - - RIM 306.32 EX EOP (PRINCIPAL ARTERIAL) THIS AREA TO REMAIN UNDISTURBED. I I E 299, 52 _ - ��� _ AUBURN WAY SOUTH _ FUTURE INFILTRATION/BIOSWALE AREA i EX. 12 3 N 89'43 51 W -EX. EOP G2 r- EX PHONE MH EX EOP /-EX. SERVICE I I - RIM 306.26 POLE EX. 6" EX. 12„ - - c 65ti r� - -_- 306 -----G-- _ � I --- �� --"' �---- o-PH 2 --- ----------- -PH- --- --' ---- -------PH--L-- G ^Oh - 77- _ - - N 89'4351" W o EX. EOP -§ 162.88 X. TEL ❑ EX. SDt4H I l EX. SD DRYWELL I /�/ j� / /�/i I I R FILLED WITH DEBRIS I RIM 305.44308- 1E 297.74 (12") EX. EOP I / /x `" o / /� EX. CBMH TYPE I I cn OVERFLOW PER 2/G2 - - - - - - - _ - - - - 3O8 - -- 06 IE 304.40 I IE �•TEMP. CONSTRUCTION POND, `` 1 • ��, ��� �� RETENTION/SETTLING '� / MC.O.A. INSTALL: HAYBALES IN FRONT OF SILT FENCING 8, 304 -,° 15, 15 / / D / EX. FH ALONG PROPERTY LINE 346--� Cu„ pl) r7 BENCHMARK 307 I WEST BOLT GRAVEL BERM/HH� ALE 308AL /i o �c� ^�= 0 / ELEV. 320.24 I FILTER PER 1J'? * 6 31 WIDE EARTH - L 1 �d - BERM ® ELEV. SHRUBS "' I 308.00 o I --- . / r I EX. 20 INGRESS- 0 EGRESS EASEMENT * BERMS TO BE CONSTRUCTED - - K.C. REG NO. IN 8" MAXIMUM LIFTS W/ w - - - - - - - - /- `� IV- f���-- 7812070716 THRiJ 90' (+) COMPACTION OF / -7 ; -7 ` w 7812070719 EACH LIFT. o EX. WELL TO BE 31 2:1 ABANDONED, SEE ' /`'/ EX. ASPHALT + CONSTRUCTION : N I g PAVEMENT /\� N SEQUENCE SHEET G�� -,n 4 I M Z tA ' V) EX. 6' CHAIN G2 NEW BUILDING PAD LINK FENCE x F.F. EL. = 312.00, ADJUST 30' CD C/-) / PAD ACCORDINGLY '' / w I MATCH EX. GRADES 12' i IE EX 0 VS, TYPICAL % 311.00 / :`-' ! SERVICE POLE Cn v� I !, LiJ 31 Z 'yin; L' a7Y I = ® I FOOTPRINT OF I ' / �`. 314 PROPOSED �- I I ;v � i �� F BUILDING ,� ` V �� / 31�='r �.- �X — I 318 + I I '- �/ �'--`— ` 320 `� 322 <_ ! INSTALL. I SILT FENCE AS " I )I140 C14 EX. I SHOWN PER C.O.A. / EXTRUDED DEV-6 I I o' / I CURB �' � • � `� - / - - ! I ^;�°fie INSTALL: - - TEMP. "V" DITCH I N 89'29'33" W 163.02' ® 2.0% (MIN) W/ I I I / IROCK CHECK DAMS I ` \'� / EX. CHD POWER I TYPICAO.A. DEV-9, I I \ / SERVICE &PHONE �o� CD o00 EXIST. TREES, SEE / TREE RETENTION PLAN SHEET G3 GRADE & FILL PLAN 1 "= 20' EX. 8" S = 0, 47% I I I i I I EX. SSMH /RI 5731M 6 IE 300.88 I/ 1 C � W N ad Q =cy- 17TH ST SE SHAUGHNESSY PARK c t F-1 N S CHINOOK ELEMENTARY w -1WAY SOUTH N 4J N N $ SITE AUBURN GAME FARM PARK VICINITY MAP N15 SITE DATA SITE AREA...... .................... ........................33,419 SF, 0.77 AC ZONING .................................................... CURRENTLY CN, APPLYING FOR Cl REZONE OWNER INFORMATION MR. JOE HEUTMAKER 3238 S. 270TH STREET KENT, WA. 98032 PH: (206) 910-7146 FX: (253) 859-0007 PARCEL NUMBER 212105-9068 LEGAL DESCRIPTION THE NORTH 225 FEET OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 5 EAST, tMLLAME T it MERIDIAN, IN KING COUNTY, WASHINGTON; LESS ROAD. PROJECT SURVEYOR MR. LEN GANTZ SURVEYING & ENGINEERING 3721 S. 352ND ST. AUBURN, WA. 98001 (253) 874-0158 W BENCHMARK 9 CITY OF AUBURN INITIAL BENCHMARK NO. 18-A, TOP OF MON IN CASE HEMLOCK ST. S.E. AND AUBURN WAY SOUTH, ELEV. 300.04 DATUM CITY OF AUBURN LEGEND DESCRIPTION NEW EXISTING STORM SEWER SD - - -SD - - SANITARY SEWER - - _SS_ - WATER - - -W - - FIRE HYDRANT 'o CATCH BASIN ■ ❑ SS MANHOLE 0 SD MANHOLE 0 WATER VALVE D4 TEL MANHOLE 0 TEL RISER ❑ POWER POLE -0- STREET LIGHT ¢-- EXTRUDED CURB SPOT ELEVATION 311.00 SILT FENCE "V" DITCH W/ ...... _.-.�.. ROCK CHECK DAM CONTOURS 318 -- 318 ----- ROCK QUARRY SPALLS 0 GRA 0012-99 SEP 0010-99 RECORD DRAWING CERTIFICATION THESE PLANS ARE "APPROVED" FOR THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONFORMANCE WITH THE CITY OF AUBURN CONSTRUCTION RECORDS. ENGINEERING DIVISION'S REQUIREMENTS BY: DATE: APPROVED BY: TITLE/POSITION CONFIRMED BY CITY DATE: DATE APPROVED: SHEET INDEX G1 GRADE & FILL PLAN G2 NOTES & DETAILS G3 TREE RETENTION PLAN REV. DATE BY DESCRIPTION 1 04/19/99 G.MO ADD EXISTING TREES 2 11/17/99 G.MO CITY OF AUBURN COMMENTS 7 M� b 0 � l W Z C) W `v F- 00 . p.� Ui nC> 04 ..� 00 w X LA, _rw LL,Zc-4 scow m� z m Z J �J LL- m ctof LAJ M L'L vi � 3 L.-J m _ a m i M LA_ C J L AJ tf3 / DATE AUG 1999 DRAWN BY G.MO DESIGN BY � A.F.P. JOB NO. 99-001 SHEET NO. aftft ca Gi OF 3 GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE 'WASHINGT(Nd STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AM) MUNICIPAL CONSTRUCTION" 15' AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. ,C0 v Iv EL=308.00 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. _I 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR I -I UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE I=_ 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 CITY OF AUBURN. 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. GRADING NOTES 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS. 2, THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3, FINISHED GRADES SHOWN ON SHEET Gt. 322.................... REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING _ SCHEDULE, AS REQUIRED BY THE 'BUILDING OFFICIAL: _ _ _ 320.................... 1. FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED 318 • • • • • • • • • • • • • • • • • • • • IMMEDIATELY USING PERMINENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 316 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: URBAN APPLICATION PROPORTIONS BY WEIGHT R PURITY % GERMNATIDN KENTUCKY BLUEGRASS 30% 85 80 (ADELPHI.BARLNJ OR FYLKING 314..................... CREEPING RED FESCUE 40% 98 90 (PENNL9 IN PERENNIAL RYE 30% 95 90 (Y OR PENNANT 312 ..................... APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL FIH MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL 310 • I • • • • • • • • • • • • CLASS "A" RECOMENDED, CLASS "B" W/ OWNERS AUTHORIZATION. 3 WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE PROJECTS il SOILS REPORT (IF ANY) FOR FURTHER SPECIFICATION. EARTH WORK VOLUMES: F EST. CUT = 2,000 CY * 308•...... .........•.... EST. FILL = 1,800 CY * EST. STRIPPING = 500 CY * (ASSUME 6" DEPTH) * CONTRACTOR TO VERIFY 52ECIFICATIONS FOR GRUBBING .. ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, 306 ........- BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE 304•..................••• MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. SEE PROJECT SOILS REPORT (IF ANY) FOR FURTHER SPECIFICATIONS. 302...................... CONSTRUCTION SEQUENCE 1. ATTEND PRECONTRUC11ON MEETING WITH CITY OF AUBURN. 2. ESTABLISH CLEARING AND GRADING LIMIT'S. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. REMOVE/ABANDON EX. SEPTIC SYSTEM AND/OR WELLS PER CITY OF AUBURN, STATE & FEDERAL GUIDELINES/REQUIREMENTS AS REQUIRED. 5. CONSTRUCT PERIMETER DITCHES, FILTER FABRIC FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN. CONSTRUCT TEMP. POND W/ TEMP OUTLET CONTROL STRUCTURE PER SHEET G1. 6. ALL DITCHES AND SWALES AS SHOWN SHALL BE INSTALLED TO DIRECT ALL SURFACE WATER TO THE TEMPORARY SEDIMENT POND AS CLEARING AND GRADING PROGRESSES, NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE ANY TIME DURING THE GRADING OPERATIONS. 7. GRUBBING & GRADING MAY BEGIN. 8. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT (IF ANY) DURING PROJECT GRADING & FILLING: EL=306.00 2'-{ I (2) STAKES PER BALE �3 HAYBALE ee EL=303.00 _ , ,_= =1 2 1 BERM, USING 1lh"-T'4" WASHED ROCK GRAVEL BERM DETAIL G2 N.T.S. a' mmTw a winru 2 EMERGENCY OV G2 N.T.S. 308.00 ROCK QUARRY SPALLS 'LOW SPILLWAY SOUTH ................................................................................................................................................. 322 i ................................................................................................................................................................................................................................................................ ............................. 320 42' ....................................................................................................................................................................................................................................................................................... .............................. 318 II / I ......................................................................................................................................................................................................................... ... - ............ ................................................. /... - 316 EXISTING GRADE -� 111r I ................................................................................................... 314 NORTH E NEW BUILDING PAD I- 5'X40' 0 PROPOSED _ BOTTOM GRADE F.F. = 312.00 ADJUST _ EL. 303.00 PAD ACCORDINGLY...................... ... r .................................................................. .- .............................................................................. 312 LI 30' 26' TO 4' 6' 15' 15' 2+ I I - - -- / - 1 I - R.O.W. REMAIN 1 (FILL) / UNDISTURBED ................................................................................................................................................................. 310 6' WIDE EARTH / BERM 0 ELEV. i SILT FENCE 308.00 PER C.O.A. EL. _ DEV-6 4 308.00 / ...............................-......................................../................................................................................................. `TOP OF 25 YEAR DESIGN STORM RETENTION = 307.00 --........... - ........... . I C IT �.I. ................................................................................................................................................. 3os (FILL) � , TOP OF GRAVEL BERM/ FILTER BEYOND 0 EL. \ / = 306.00 ,`. _ ................_...................................y,!......................................................................................................................,............................................. . I� 304 EX. 6" GAS POND BOTTOM I 1=� 303.00 ............ 302 3 SITE SECTION G2 SCALE: 1 "=20' HORZ. 1"=2' VERT. EAST R 20' INGRESS -EGRESS' I EASEMENT 322.................................................................................................................................................. ................................................... ............. .....II ...........................................32258;30 cf) 320...................................................................................................................................................................................... ........... ..�. ---.........--�........ .............. 320 1.................................................................................................................................................. /. 318 (CUT) = WINCHESTER HEIGHTS / = I CONDOMINIUMS 316......................................................................................................................................................................................... SLOPE FILL TO "V" / DITCH, TYP. 314................................................................................................................/........................................................................................................................................ 314 PROPOSED NEW BUILDING PAD WEST fE GRADE F.F. = 312.00 ADJUST _- PAD ACCORDINGLY=I 312.................1...................... ......... I- _ 312 (FILL) / 64 310 ................................. I................................................................................................................................................................................. I / TEMP. "V" DITCH / .. PER C.O.A. DEV-9 ................................................... 308 SILT FENCE - �- EXISTING GRADE C� J z© 0 .p.� wool QJ C-D<=oo1__� J w p U Z W Z N W~ V) � I �00 m 5- LOCN z m ZD Z � J m CZ6 rtol L,J Li1 CZ cn LaJ z � m m I m F- Ln m PER C.O.A. / LLJ DEV-6 _ / P= I- W w MATCH EX. GRADES @ N F. P E, TYPICAL = P� of WASHQF �� yc Q304................................................................................................. INSTALL: HAYBALES IN 27060 FRONT OF SILT FENCING '�SSFG�SS�R����•' ALONG PROPERTY LINE ANAL E 302.................................................................................................................................................................................................. 4 SITE SECTION G2 SCALE: 1 °=2' HORZ. 1 "=2' VERT. ................................. • 302 EXPIRES 3 $ 2001 I,/ i DATE MARCH 1999 DRAWN BY GRA 0012-99 G.MO UTILITY CONFLICT NOTE: sEP 0010-99 DESIGN BY RECORD DRAWING CERTIFICATION CAUTION: A.F.P. THESE PLANS ARE APPROVED FOR JOB NO. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CONFORMANCE WITH THE CITY OF AUBURN 99-001 CONSTRUCTION RECORDS. OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ENGINEERING DIVISION'S REQUIREMENTS 9�11 REV. DATE BY DESCRIPTION BY BY: THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF ©o 1 11/17/99 '' SHEET N0. di DATE: THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY PER CITY OF AUBURN COMMENTS APPROVED BY: .� .5 dmuft TITLE/POSITION WHETHER OR NOT CONFLICTS EXIST. LOCA11ONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED CONFIRMED BY CITY DATE: AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.to DATE APPROVED: 3l �l as O G 2 F z m LOCATED IN THE SW 1 /4 OF SW 1 /4, SEC 21, T21 N, R5E, W.M. AUBURN, WASHINGTON EX. SSMH EX POWER POLE RIM 308.30 IE 299.36 (10" E, W) STREET LIGHT CURRENTLY EAST AND WEST BOUND LANES BENCHMARK SPIKE EX. SSMH IE 299.65 (8" S) AND CENTER 2-WAY LEFT TURN LANE SOUTH SIDE EX. FH I -- -- -- -- -- -- -- ELEV.308.23-�-- -- -- EX. 14" W_ - - - f - - - - - - - - - - - - - - W - - - - - - - - - - - - - - - - - - - - - - - W - - - - - - - - - -- EX. 10", S = 0.64% --------n-------=— �---- EX. SDMH (PRINCIPAL ARTERIAL) I RIM 306.32 EX EOP IE 299.52 r *AUBURN_ WAY SOUTH - N 89'43'51" W EX. 12" 6' R.O.W. TO BE EX PHONE MH /�EX. SERVICE I I EX, EOP DEDICATION EX EOP / POLE EX. 6" RIM 306.26 I I EX. 12" —SD- - r- - --- -----=--------------------------- z-- - - - - 0 0 - - - ----" -- -- -- --� -PH- ------- r N 89'43'51" W-------PH----- ` \\---------- ----PH-L---T- -- 162.88' � EX. EOP _ _ - - - X. TEL - EX. SDMH EX, SD DRYWELL I FILLED WITH DEBRIS RIM 305.44 IE 297.74 (12") EX. EOP i EX. CBMH TYPE I I BOTTOM 289.40 � RIM 306.91 IE 304.40 I I �^ 28" I \' EX. ROCKERY I I „ I e( ,3 1 j I I � I I 24" OVERGROWN LAUREL HEDGE 12 ,+ TO BE REMOVED n\ 12 I 12 ( EX. FH �. 24 BENCHMARK i I �+ I I WEST BOLT I \� I r 15" 24 .>. � _ � I _ ELEV. 320,24 LOW 7_ ' SHRUBS ��,,' �4 , +__ I EX. 20' INGRESS- I 02 28" ;,� „�� ' -� = EGRESS EASEMENT r o 1 r i" REC, No. 7812070716 IN a , • , , �® I THRU 7812070719 I I_ r . 7 . nl - r o cn in co TO -BE EX. ASPHALT I N CDABANDONED 120» I I N g PAVEMENT Z I 1 ;,,'+ 1 ( 12" ^� I I I Z EX. 8" -� �.� i I { 10 15„ • ` �^ ^�Z 22" I n \`,/�+,^��L. " 1 I EX. 8" X � I r "a r 122, .r_ _5 :- � 9 I S= 0.47% 36 MAPLE 1 14 I ^;\ 18� I I EX. 6' CHAIN I FUTURE BUILDING ' i � I f C' I r _T_ I LINK FENCE x I I 7,200 S.F., F.F. 312.00 I 14" fi, C D U ) EXIST. TREE TO I ► `_I� ( w � I BE REMOVED 12, 1 T �. 24 + I I 18" EX. 16" , / I -� :- // SERVICE n\ = + i� �\ __0 POLE I t_i_.6 Z ' 7 + 14• U x 24„^\ `���, 20 12" 14 r + 10 10 10" SILT FENCING PER C.O.A. STANDARD 14" 9" DETAIL NO. DEV-6 SHALL BE I 16" 15 INSTALLED OUTSIDE THE DRIP LINE '` 12" 10" 17" 18" 10„ 11 8" /r .11 I OF TREES TO BE RETAINED TO / . 22„ y� EXTRUDED 11» „ / EXCURB I I PROVIDE PROTECTION FROM GRADING „ 6 ACTIVITIES 7_ 10" - 6 - 12 -6"- I I EX. SSMH I I RIM 317.56 x 16„ N 89'29'33" W 7» �IE 300.88 / I I MATCH EXIST. EXIST. TREE TO GRADES ® t i '—EX. OHD POWER REMAIN SERVICE & PHONE I I a I I I / �, .L EX. HOUSE TREE RETENTION PLAN 1"=20' UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE APPROXIMATELY (51) SIGNIFICANT TREES ARE PROPOSED TO BE REMOVED DUE TO GRADING OF SLOPES AND BUILDING & PARKING LOT PLACEMENT. (14) TREES NEAR THE SOUTHWEST CORNER OF THE SITE ARE TO BE RETAINED. GRA 0012-99 SEP 0010-99 REZ 0001-99 RECORD DRAWING CERTIFICATION THESE PLANS ARE "APPROVED" FOR THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONFORMANCE WITH THE CITY OF AUBURN CONSTRUCTION RECORDS. ENGINEERING DIVISION'S REQUIREMENTS C BY: DATE: APPROVED BY: TITLE/POSITION CONFIRMED BY CITY DATE: DATE APPROVED: -- d Wr N ? S CK: 17TH ST SE SHAUGHNESSY ,,, v) PARK -1 9G�G� CHINOOK ELEMENTARY WAY I SOUTH N W Z N N SITE o` I 0 AUBURN GAMES FARM PARK\, VICINITY MAP NTS SITE DATA SITE AREA ............ .................................... ....... 33,419 SF, 0.77 AC ZONING ......... ................................ ................ -CURRENTLY CN, APPLYING FOR Cl REZONE OWNER INFORMATION MR. JOE HEUTMAKER 3238 S. 270TH STREET KENT, WA. 98032 PH: (206) 910-7146 FX: (253) 859-0007 PARCEL NUMBER 212105-9068 LEGAL DESCRIPTION THE NORTH 225 FEET OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; LESS ROAD. 4: 011: vaoi DESCRIPTION PROPOSED EXISTING STORM SEWER SD - -SD- - - SANITARY SEWER - _SS- - - WATER ---W - - W - - - FIRE HYDRANT CATCH BASIN ❑ SS MANHOLE 0 SO MANHOLE O❑ WATER VALVE m TEL MANHOLE 0 TEL RISER POWER POLE STREET LIGHT EXTRUDED CURB LANDSCAPE TREE LEGEND TYPE RETAIN ' REMOVE f` \ MAPLE �J16" �J+16" FIR CEDAR+�i F SHRUB 0 O FOLAGE 0 LOW SHRUB = __ REV. DATE BY DESCRIPTION 1 08/06/99 G.MO DOWN SIZE BUILDING / SEPA REVIEW 2 11/17/99 G.MO PER CITY OF AUBURN COMMENTS w bt NO � N z 00 w— .� z aLO W O �" _..� WZC%4 W 300:z00 m u I Z O W W Ci! F_ i F .,/.i/Cc, rA z m DATE APRIL 1999 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 99-001 a% SHEET NO. cm *am G3 OF 3' 0