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LOCATED IN THE SW 1 /4 OF SECTION 6, T21 N, R5E, WM. AUBURN, WA 225.00' _ APPROACH SURFACE I I ^IEX. 20' X 255' WATERLINE AND SANITARY SEWER I EASEMENT REC. NO, 7810031017 EX. 15' WATERLINE EASEMENT REC. N0. 9011090521 EXISTING FOUND RFBAR WITH I BUILDING EXISTING CAP 18018 (TYP) BUILDING ILo 134.92' -$� II6. - - -- - _ 30' EX. TEL RISFLa - - _ _ - -- -- - - - NEW DRIVEWAY ...... ............................ :...:..,.:..,. {... I ...'.'.'......:':.':':':':'::':'.'.'.::'.':':'.'.:'.'. :':'.•.•.':•.. ...- ...�, ---------- COA STD DTL . .. 255:00'. r..r.., .�. t. :: T. �. �. ._.. .�. �. ._.. ; ....................._...:...:.......................................... . STDW-1 C ........... :':�'. _. -'.:.� -.:. r....'...'............................................................... . .............. 265.00' T���-. T T ......... . R OF .... i10N ...'.'.' .' ...gEC 26 ' LECTRIC... EkDQ . ..'.'..'.'.' ' : I ::::::. * ' ' .............. ....� .......•.•:•.•. EX. POWE POLE 97 ..' .'.'.'.'.'.. 7 107.78 . ..... �. ..... 6.' .'.'..•..' ...... .. W/ TRANS ORMER jb. �•....'.'.'..'.'.' '.'.'..'.'.' C. $ :::::: : TO BE RELOCATED - 5' SOUTH D ......... 2' WEST 30 ;.:.:::.::, 402 ...... ........ . I........ ...... BUILDING B ( ::::':: 180' I 180' .MIN ........ 1p' : c: I :':':.:.:::::,... 10 9...12 10 .1).p Ln II z (ll (Jr o S m I ....... ^ �s O .9. I I EX. CHAIN LINK FENCE (TYP) 77 ^' 1 : ?- 4' OVERHANG o � I � �I ''. I_ - 282 - - - -- - - - - - - - -- - - 30' "E" ST NE RIGHT-OF-WAY VACATED BY CITY OF AUBURN n......................................... .'..'... ORDINANCE NO, 4330 (2-21-89) . ., rn..... ... .. .. ........ -.- EX. EL RISER ._�....'.'.'.'.:.'.'.........:.:.:.:.......:.:.:...:.....:...................................... ... , ...... .. '.......'.'.'.'.'.'.'.' ' -- .....:.:.:..:.:....................................•.•.•...•.•.•.•.................•.:::::::: :.. ; :.`.:.:..::..:.:.:.:.:.:.:................ 40' :'::......... . m EX. PO ER POLE TERLY MARGIN OF AIRSPACE. ....... ..5 . . rl �....... ..... z W/ GU WIRE .. . ... . rr, - ...,.:..... • • , ,.,.,:... EASEMEiJT .� _APPROACH. SURFACE :.:........:.:...:....................... ......� :. .....:::� ... _ r�i o SITE BI� 3 I PER. SCC. NO.. 840300....... . 60 ...... 60' .NOTE: MAXIMUM -ROOF. ELEVATIONS•.•••'•'•'•'•'.'.'.'.'.'.'.'....................................................... Ev e.,.....'. AT.THE NORTH & SOUTH PROP: LINES......... /.. .............. . - . t :. ' • ..: �. VERTICAL SLOPE SOUTH TO NORT..................'.'.'.'....'.'.'. .......'..........'.`.'.'.'..'....' I o. . H. .............. 0 1'N .'.'.'.'.'..'UP 1:00 VERII/.�� . PrR 0 00'.............................. .cAF..F2. ............................................................................................. I 6. :FtORIZ(NfjAk . (2(1-1 .SIQPE�.'. ....................................................'.'.'........'............... . oz NEW DRIVEWAY ... I'..................................................•......'..•' ......................... COA STD DTL ............. 1....... �n:. .................... ...... ,n. STDW-1C....•.•.•.•.•.'.................................. .'.'.'......sie�;'c .. Z............... • . • ........'.'.'.'.........'. :.................. , ................... 6 �x .. A. IY':� ':.... AVLNG :... . rn . . F+,.... I�................... ......... Z .... ............................... :DTG:•tj�C3 : ::'.'.:':'::............. ..... :�.. f:.:' :'..•..:':'.':'.•.':':'..............4.4.......... ... • ............... r...... �:'.. `� J ... ............ .......... w I .........L .tE'�AiNi:'........ o ............ :.I.'.'.'.'.'.'.'.'.'.'.'.' .. ............ . CD NEW SIDE WALK :WAde:.......'.'.'...'.'..'.'.'...'.'.'.'.. CURB& CUT .. ....'.'.. 1 .'.'..'.'.'...'.'.'..'.'. .. ....... ............ ..... 50. COA STD DTL ::':'::':'::':':' ':':':':':':':':: :':':':':'::': ...:..::� ::.:.'.....'..'.'...:':':'.'.'.'.'..'..... . I :'I':....... ............... STSW-1 :: :.. .... t ...........:.................:.:.........:.:.:.::..::..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::..........:::......:.:.:................. S' I IOSWALE 1........ 0 8 2g .. 'i:.................:. .................. x .� �• o Z " " " I 4' OVERHANG -��� I ATYPE III LANDSCAPING, TYP D z ('r'j :: ; :: ; ; . 128' I BUILDING A 128' ............'. m 1.5', I CONCRETE WALKWAY - N --I ,...:.N....: DTL 5/C5 - � I :: ' ' ' ' '...._.. ASPHALT FLUSH W/ 1 .8' 10' N ! ' • ' ' ' . . . • I SIDEWALK ®H v� Z 5 5 10 - aa:.':•.•:•: 24•: 10' /C STALLS, TYP Io r ...... • .. EXISTING .......... - ,' •, • • � BUILDING ... 1.:........:.' 1l� '..::�. .. ..':.:....... c,>.. v...'. '.'.'..'.. 1p :. �.........:.C;...C.:.C:..... C..0 .C. ................., .G..5. C. C.. E' '.�. C .."' �......C.. C. �..:, •�..'.'. ...... ... ..... $' .'.'......... :::..: ...... C ... ...... .......... ._ ... ............. �..'.'..... ' �........ ............... e...... RTi.. ......... .'.'.'.'.............. 9................... .... a ... PO ON TO.. ................. i.• .. ,..'.'..................'.'.'.'.'.•.•.'.'...................................•................ �`..'........... .. . . I 30 EDIGAT D TO .TNE:1:. :'.. ..................... np....................... .... I !.......................'. *.................................'..'..'..'.... ':.:................................................. . N ... • } ................ M. ............................... ........................................................ '.OF.�AUB _ RN FOR F�U>IN .' ' .'I .' .. ........... ................................'.MSX.'.RCOF-ELEVATION......'.'.'.'.'.'........................ _ ..........................................................'.'.'.'..'............... _.......... ....... _ - - -. _ _ _._ T�0'T�LINE o EV .. A• �.. - -- I DRWY CUT ` DM C _ -- DRWY CUT • - DRw1 G� ,. p NEW WHEEL CIHAIR R=30'� o EXG ST. LIG RAMP COA ST EXG ST. LIGHT I 527.86 - - - - -DTL STSW-4A - - - - - -1F-89 U6'0�" E 1 ttM.!!d FOUND PK NW CORNER RELOCATE I EX. 6" CONC. VERT CURB NAIL (TYP) BRANNAN DLC-37 461.49 VAULT 5.5' EAST WITH 5.0' CONC. WALK NEW DRIVEWAY FOUND SURFACE REPLACE DRIVEWAY CUTS 30th STREET NE COA STD DTL BRASS 4 WITH KNEW SIDEWALK STDW-1C FOUND EX. FIRE HYDRANT SURFACE BRASS �COA �TD DTL EX. NON-RESIDENTIAL COLLECTOR ARTERIAL SITE BM-2 SITE (BM-97) �STS -2 TO NEAREST JOINT APPROACH SU FACE 125.00' SOUTH LINE JONES DLC-39 N 88'39'28" E BASIS OF BEARING PRIMARY SU FACE N �J 0 0 0 PRIMARY SU 3FACE 125.00' CENTERLINE NORTH END z AIRPORT RUNWAY I o ELEV. 52.87 N 0 w SITE PLAN I " = 40' NORTH ABBREVIATIONS BLC - BUILDING CORNER MH - MANHOLE C - COMPACT MJ - MECHANICAL JOINT CB - CATCH BASIN OVHD - OVERHEAD CL - CLASS PL - PROPERTY 1111E CO - CLEAN OUT R - RADIUS D - STORM DRAIN R/W - RIGHT-OF-WAY DDCV - DOUBLE DETECTOR CHECK VALVE S - SANITARY SEWER DI - DUCTILE IRON SQ FT - SQUARE FEET DS - DOWNSPOUT S/W - SIDEWALK D/W - DRIVEWAY TC - TOP OF CURB EL - ELEVATION TP - TEST PIT ESMT - EASEMENT U.N.O - UNLESS NOTED FD - FOUNDATION DRAIN OTHERWISE FDC - FIRE DEPT. CONNECTION S - SOUTH FF - FINISH FLOOR W - WEST FHY - FIRE HYDRANT E - EAST FL - FLANGE JOINT N - NORTH H/C - HANDICAP NW - NORTHWEST IE - INVERT ELEVATION SW - SOUTHWEST LF - LINEAR FEET NE - NORTHEAST L/S - LANDSCAPING SE - SOUTHEAST LEGEND DESCRIPTION EXISTING NEW NEW SANITARY SEWER EX. 8" SEWER STORM SEWER EX,- 2 STORM - WATER EX. 8" WATER CATCH BASIN ❑ ■ MANHOLE 0 FENCE- - WATER VALVE pQ FIRE HYDRANT BLOW -OFF 0- CONTOURS i- 80 --- 80 -� SPOT ELEVATIONS 1� 5.0 x SETTLEMENT PLATE SOIL BORING + B-1 FILTER FENCE - - F- - F DRAINAGE SWALE AC PAVING LEGAL DESCRIPTION THAT PORTION OF THE HARVEY H. JONES DONATION CLAIM NO. 39, SECTION 6, T 21 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE HARVEY H. JONES DONATION CLAIM; THENCE N 89'06'00" E, 989.35 FEET; THENCE N 00'55'30" W, 30 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING MARKED BY A CONC. MONUMENT; THENCE N 00'5'30" E, 500.00 FEET; THENCE S 89'06'00" W, 497.66 FEET; THENCE S 00'53'30" E, 500.00 FEET; THENCE N 89'06'00" E, 497.84 FEET TO THE TRUE POINT OF BEGINNING, WHICH INCLUDES PORTION OF VACATED "E" STREET, AS VACATED BY CITY OF AUBURN ORDINANCE NO. 4330. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON, SUBJECT TO AND /OR TOGETHER WITH THE FOLLOWING RECORDED EASEMENTS: REC. NO. 7810031017, FOR WATER LINE AND SANITARY SEWER (AS SHOWN) REC. NO. 7905110778, FOR ELECTRIC SYSTEM (AS SHOWN) REC. NO. 9011090521, FOR WATER MAINS (AS SHOWN) S.C.C. 840300, FOR AIRSPACE OVER PROPERTY (AS SHOWN) TAX PARCEL NO. 000400-0036 w z V) N z z 30th ST NW - SITE AUBURN z 5th CC O z 30th Q 3 MUNICIPAL z u- U) AIRPORT m OWNER SOUND VENTURES 320 106TH NE STE. 100 BELLEVUE WA 98004 (206) 223-9500 SITE DATA ZONING M-2 LOT SIZE 5.71 ACRES TYPE OF CONSTRUCTION III-N OCCUPANCY B2,S1,F2 BUILDING A 43520 SF BUILDING B 61080 SF SETBACKS: SETBACKS: NORTH 50' SOUTH 65' EAST 24.8' WEST 41' PARKING REQUIRED BUILDING A: w 23rd ISAAC EVANS PARK BRANNAN PARK w z 22ND ST t �w z VICINITY MAP N.T.S. OFFICE 17,500/300 = 58.3 WAREHOUSE 26,020/2500 = 10.4 68.7 PARKING REQUIRED BUILDING B: OFFICE 11,0001300 = 36.7 WAREHOUSE 50,08012500 = 20 56.7 TOTAL = 125.4 PARKING PROVIDED STANDARD 101 COMPACT 27 HANDICAP 5 133 w z ON I' m I O'�-q V) d Q jlt @ % U fir_] V) W W NORTH nn n Z u � W n� Z v F J 00 z ❑ O Q n 0 z C:DLL �II w J H m O DATUM VERTICAL DATUM - CITY OF AUBURN CONTROL BM AUBURN NO. Y, ELEVATION 56.73, USC & GS MON ON WEST SIDE OF R.R. TRACKS WEST OF "B" ST. NW OPPOSITE INTERSECTION WITH 30 ST NW ❑ SET IN EAST FOUNDATION OF BUILDING NEAR SE CORNER SITE BM-1, ELEVATION 50.60, TOP SURFACE BRASS CAP LOCATED AT THE CENTERLINE OF INTERSECTION OF "C" ST NE AND 30 ST NE. SITE BM-2, ELEVATION 53,18, TOP OF NORTHERLY MOST UPPER FLANGE BOLT ON FIRE HYDRANT LOCATED ON THE SOUTH SIDE OF 30 ST NE ON THE SECOND FIRE HYD EAST OF "C" DT NE GENERAL PLAN NOTES SHEET INDEX 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 CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 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 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 CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. CONFIRMED BY CITY: DATE: Cl SITE PLAN C2 T.E.S.C. PLAN, NOTES C3 STORM & GRADING PLAN, DETAILS C4 SANITARY & WATER PLAN, DETAILS C5 SECTIONS & DETAILS S1 BUILDING A FOUNDATION PLAN S2 BUILDING B FOUNDATION PLAN S3 BUILDING A ROOF FRAMING PLAN S4 BUILDING B ROOF FRAMING PLAN S5 FOUNDATION DETAILS S6 BUILDING A PANEL ELEVATIONS S7 BUILDING B PANEL ELEVATIONS S8 STRUCTURAL DETAILS S9 STRUCTURAL DETAILS S10 STRUCTURAL DETAILS S11 STRUCTURAL NOTES PROJECT REF: FAC0044-98 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By:�„"� Date Approved: j) �g Q n W MA w J W V) Y w U w U V Z c Z o (n a w 6 Z LJ 01 3 n- Of v O Of w CD � N z 0 En- .. cD cD ❑ o m m Naa DATE 9/1 /98 DRAWN J. K. /S.S. CHECKED L.K. J03 Nul 98012 SHEEP NO. c I n I M 00 00 I M 04 N 0 0 0) 3 n 0 V) L 0 z 0 r 3 rC.t.i. rift:/ W -U I Z.awg Uu7 U7 yy I J:1Hn ?F b14-I � 0( 1 00pIS' 75 NOTE: APPROACH SURFACE I I I � I I I I I I !49.13 I f I i 1 I I f � i �_r I EX. 409-05 i I I I Iwj CNTR CHAh 41.28 I 18"IE(S) O , 18"IE(N) IN 8-IE(NE) IN I, I Z Q •J I I I 142 _3 i I I EX. STCIRM MH - H15E I f f II E RIM 49. 0, I I RI 21 "IE(N S) 45.96 ► II 225.00' I HIS SHtt I REPRESENTS THE APPROVED TESL PLAN "DESIGN" FOR THE BUILDING PAD FILL PROJECT GRA0005-98, PLUS SOME REVISIONS AT AREAS OF ADDITIONAL FILL. THE CONTRACTOR SHALL VERIFY THE AS -BUILT CONDITION OF THE FILL PROJECT AND REPORT DIFFERENCES TO THIS SHEET TO RUPERT ENGINEERING, INC. THE CONTRACTOR SHALL ALSO . MAINTAIN THESE FACILITIES DURING THE GRADING OPERATIONS AS NOTED ON THIS PLAN. EX. 20' X 255' WATERLINE AND SANITARY SEWER I EASEMENT REC. NOt 7810031017 EX. 15' WATERLINE EASEMENT REC. NO. 9011090521 50.4 Sn 4 EXISTING I FOUND REBAR WITH IBUILDING i I EXISTING CAP 18018 (TYP) I BUILDING N 89006'00" E 1 19 467.68' S��9 X 134.9 -- I - - - - -- ._ w - _ _ . __. - 50 -_ -ss- S`I I _ w�-----w------w-----w----- w--- --w- ----w- -ss- `- - -ssss 255.ri - 5-------- -T ��, - _r.._----------------- ---- ---------- 265.00' EX. SSMH - 409-49 CENTERLINE SHALLOW MAX. ROOF ELEVATION X. 20' X 265' ELECTRIC EASEMENT COULD NOT FIND DITCH (TYP) IE 50.0 97.53 AT PROP: LINE REC. NO. 79051.1077-8_ _ ---.LOCATION. PER CITY...-_.. _------..._- POWLR P \ . _-_-.._� _._-__ .___-__- _ __...._._ _ R OLE DRAWINGS _ ----_.._--L .. _ ..----------.___ TRANSFORbt - -- -- - - - - I f - 1 53.0 I X. CB TYPE I M 0.27 I (W-E) 47.2 5 ADDITIONAL FILL AREA I I 0 I LSD 0 PROTECT EX. CO. PER ITY OF AIFI STD. DTL. DEV-8, M. II z r� 0 0 I ( JF , I ADDITIONAL FILL AREA 0 d z --� I F I I ! Y( Iv I i 1U i I �!I o v EX. CHAIN LINK FENCE (TYP) II I 'Fi iYr-1 20 p o I I I 0 "E" ST NE RIGHT-OF-WAY rTl D I I f __ _._._.__ __.. __- ____-- _.-__.. - _-_. ___ _ ; ! ( VACATED BY CITY OF AUBURN - I I �\ _ -.. -�._-- __-- _ __ _ - ORDINANCE NO. 4330 2-21-I - I I MISER I �• _1-- _ o EX. TEL > z I I 54.0 I 5_z _. P,�1 � 4.0 n o0 I I EX. PO E I_ I Z f II I W/ - E 5L.0 y m SITE z BM -3 �i rTl �. I z I I _--- EASTERLY MARGIN OF AIRSPACE TEMPORARY SWALE I 1,3 iv EASEMENT -APPROACH SURFACE .+ `' (� I I EASEMENT PER AUBURN STD DTL DEV-9 50. e m ' I I 49 ' N PER SCC NO. 840300 f 49.17 O 50' M i ,,,,..... i' o NOTE: MAXIMUM ROOF ELEVATIOrM&..�.--... 0 A N AT THE NORTH & SOUTH PROP. LINES IE 48.58 50 VERTICAL SLOPE SOUTH TO NORTH i 1 10 UP 1.00' VERTICAL PER 20.00' pI� � 1 I I O z HORIZONTAL (20-1 SLOPE) I I C >NSTRUCT�i ENTRANCE ;0 � c` j I I I F' R STD. DTL. DEV-5 I > u) I I Ex. ROLf CONIC. CURB (TYP) i In I� I iV i Io ` e i � I ( Sl z VI54.0 Ln I I �I 49 �8 TOFF OF II FILL z 0 0 FF1I I I Tf �i OF I l C7 N I 51 0 I GRAVEL CONE CONTROL STRUCTURE I PER DTL. 4/C5 IE = 46.15 I II` f,: I I I FILTER FABRIC AROUND CONE 49 1 0 I NEW FiL I r FF1 , I �FABK FENCE EXISTING ( PER Aiii--- -- -- -- - - - __ - - - _ _ �._. -- _ `:J BUILDING EX. SS - 409-11 f i .._ _._. __ -- -----_ _..-- � --- RIM 50. t I I SV. DTL QEV-6 CNTR CAN 41.00.3 Si 18�IE W) OUT I I I 3 Q 18 IE E) IN I ..,,",•.�.� C5 8"IE(N) IN N 30 .. ✓ � .��EX. 6" CONC. VERT CURB RIP -RAP ®SWALE P'�tlFl`CT EX. CO.PER CITY OF AUBURN I 10p� I I z WITH 5.0' CONC. WALK OUTLET S� EX. SSMH ¢SM --4 MAX. ROOF ELEVATION RIM 50.55 i I I I = 72.43 AT PROP. LINE CNTR CH AN 41.05 18"Mkt) IN I '--T.�, -----,ues---�-_----=--ss---_-- -_---� _-I-F*=eR�e�T- ---- -_-_ - �1-- fi-T{T `- "-E-fi- -JOINT 0 51 -ssss-- Ss-----,SS--�-. I-ss- - ----/527.8 461.49 mm 50.00 ' wv 9 ®06' 00" E 110 4. 8 �, EX. CB TYPE I o FOUND PK NW CORNER wv RIM 49.82 I NAIL (TYP) BRANNON DLC-37 --w-8»IE(N) 485�w------w- - ��--__-w----w---- w------w- "IE($j4 FOUND SURFACE W 81E(N) 48.38 `� 30th REST E �, w--I �,w _----w_- --w_ wv 12 IE(N) 45.60 BRASS CAP EX. STORM MH (3-94) � °'� `�' C � PROTECT EX CB PER CITY of AU�RhI W. `�! FOUND t Iz CENTERLINE NORTH END © AIRPORT RUNWAY ni ELEV. 52.87 0 L4 N R.E.I. FILE:/ C2-012.dwg , 08/02/99 10:58 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMEN'SION, 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--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 CT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORING TO THE FOLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT Of THE BUILDING OFFICIAL OR THE OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEMB TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMNN 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 IM EDIATEDIATELY. 2. STABILIZATION METHOD: HYDROSEEDING & MULCHING PER THE FOLLOWING: A. TIME OF PLANTING - DURING THE TIME PERIOD OMEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND ALIGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER "TING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS, DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NON -PHOSPHOROUS FERTILZER. D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE Of 120 LOS/ACRE: PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION REDTOP(AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFL0RUM ) 40% 98 90 CHEWINGS FESQUE 40% 97 80 (RESTUCA RUBRA COMMUTATA) (JAMESTOWN,BANNER,SHADOW OR KOKET) WHITE DUTCH CLOVER 101% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE LW. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION. RATES SHOULD BE CONTRLIILIED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER, CONSTRUCTION SEQUENCE 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF AUBURN OFFICIALS. 3. ESTABLISH THE CLEARING AND GRADING LIMITS. 4. REPAIR TESC FACILITIES PER PLANS, AND ADD ADDITIONAL FILL. 5. TEMPORARY SWAL.ES SHALL BE ADDED AS NECESSARY TO ENSURE THAT ALL SITE RUNOFF REACHES THE TESC POND. MAINTAIN ALL TESC MEASURES. 6. BEGIN GRADING AND CONSTRUCTION OF BUILDINGS, UTILITIES AND PAVING. AS WORK PROGRESSES, CONTINUE TO DIRECT SURFACE WATER TOWARDS THE TESC POND. THE TESC POND SWALL NOT BE FILLED UNTIL SUBSTANTIAL. COMPLETION OF SOIL STABILIZATION. THE BIOSWALE VEGETATION SHALL BE FULLY ESTABLISHED, AS BIRECTED BY THE BULDING OFFICIAL, PRIOR TO DISCHARGE TO THE BIOSWALE. 7. PROTECT EXISTING CATCH BASINS PER AUBURN STD. DTL. DEV-8. 8. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". 9. PROTECT ALL NEW CATCH BASIN INLETS PER AUBURN STD. DTL. DEV-7 AS STORM DRAINAGE INSTALLATION PROGRESSES. 10. REMOVE ALL T.E.S.C. 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, CONCRETE SLABS AND WALKS. 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 REGARONG ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS, 2. THE CONTRACTOR SHALL SUBMIT A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING NTH ON -SITE WORK. 3. 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 MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICAL. DEWATERING NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING WORK AND OTHER NECESSARY WORK TO ALLOW COMPLETION OF THE CONSTRUCTION OF THIS PROJECT. RECORD DRAWING CERMCATION THESE DRAWINGS CONFORM TO THE INTRACTOR;S CONSTRUCTION RECORDS. "ONFIR 1BY CITY: . PROJECT REF: FAC0044-98 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTSAppwed B)r Date Approved: Oil g-P M N I 0o 0 o Q � E } U � nct o X Ld in C9 r `o Z z Ld r L 4�J L f T J Z 0 � U i CK QrY n cc m Q rf--/ V ¢ m (C OLl m I 1 L i Z L+J Z V) C) C� w o` C) Lli 0 z r.l n C) L1J J tz �9` N DATE 9 /1 /98 DRAWN J. K. /S. S. CHECKED L.K. JOB NO. 9012 SHEET Nq. C2 00 P /&" 73- Z of: if EX. SSMH - 409-50 I RIM49.46 STORM MANHOLE SCHEDUCELOCKED-COUit3 NOT OM/CB I ' NOTE: CMPE PIPE ARCH SHALL I I I A 40% PAVED INVERT. p l I I i I I I I - - - r. -Vxv .Y - -+' --- ' --- - - ---- F«r - - -- - _- 1114mSS----- SS -r-�-- I --_._ - 1f�' 10�C�1� �----�-------- 10 CPEP- - S -` ._- - CE3 1©- �,77 --------- °------- ®0.3% 0 0.3% Ex. SSMH - 4t7 �-4s - /2 /CB ji R1M = 50.7 l - (sp SSMH 409-05 I , ( , ; 3'3, s� 1 a IE = 44.99 ___ � ___- � 71 "x47 RIM 644 54.0 CMP PIPE CNTR GW 41.28 ` ARCH ®0. 18"gES18130 1 I 8 IE(NE 14 ► I i I 1 CO 5' Zr-- C8/MH TYPE RIM INVERT COMMENTS 1 1 5+34- 54: * . /! GRATE 2 1 147 49.61 GRATE 4� (W) 4 T. lop 3 1 51.88 I� 4(E) # , ?� GRATE 4 13 67�c> RATE 5 1 4844 47 8 / GRATE 47.83 (E) 47,48 6 1 48.00 (S) ♦7., GRATE 7 1 51.15 4&4& 8.3/ GRATE 8 1 Sib 48.05 (E) 47.00 GRATE 48.22 (S) .7'3 a I ° 9 1 � 4.7-?k 4107 GRATE E)(. CB TYP I I ( ) I I � I , � 10 1 5•�1-� 46.94 (E) ¢�.71 RIM 49.27 III I ' GRATE 8"If W-f 47 5 I 47.11 (W) ,9� I ( ,0 11 2-60" 3 EX. STORM MH - 15E I 46.5 RATE C5 00 RIM 4N-S � i I % « .52 71 "0 � 12 2-60" •,5 2t"IE(N-S) 45.96 / ' CMP PIPE - 46.5 OLID LID ;' ARCH ® 13 » 5a. �/ 4G. ee CW DTL �1/C4 DETENTION PROTECT EX. CB. PE CITY OF AUBURN 53.0 2 _ � �, -46-5- •�ACO TRENCH DRAIN 4OR APPROVED EQUAL) ,�_ �a �✓ CONTOL STRUCTURE STD. DTL DEV-8, I I I I W/ GALVANIZED SL.OTiE0 GRATE, TYP. " 5/.40 46. 7TOP OF GRATE 50.0 $ 14 2-48 -�- (N,S) DTL 4/C3 BIO-SWALE RE OCATE , I I I I . \ I , 47.53E CONTROL STRUCTURE '. ° 15 1 Sul 47.35 47,6 �'� OLID LID EX CB 3 WEST I I I " I I j 35' TYP 3 j 16 1 1.58 b- 45.76 ID LID 20 PIPE ARC ' I , Ir. 1 -- - -- - - - - - - --- -- - - CB 2Q_ - _ - - - -- _ -- - - -- CURB SHALL BE CONNECTION, DTL 17 1 45.62 ,b2 .LID LI CAST-N PLACE C 9 � 2/C4, TYP 18 2-60" 52.7 46.5 ,�7 OLID LID 50.18 CONCRETE WHERE 0 I I � • h CB �7 c1 - •,5�, 71 "x " p C IE - AA 49.03 IE = 49.03 PONDING LIMITS 19 IE = 49.63 IE = 49.63 2-60 - 46.5 SOLID LID I "� " OCCUR, TYP ARCH ®E 0% (E,W) I I l I I 5 6 DI 2.i% 10 CPEP DTL 6/CS S 3, 20 1 4� 9- GRATE 48.9 0 0.3% 47.59 S,Nt 7, 4,1 I I 21 1 (EX) 7,•7f ( RATE 48 9_T52.0 I 47.56 N,S #,/ f I I I I�, 3 I I " 2Z I Al� 53. ° 22 1 -59A- 47.19 (E,W) , 5k SOLD LID 1 / r 5o,¢G• 47.36 (N,S) cd f�, eA /111 i I ` !� 1 50.5 I { 0 0.3% CB #22 AL itz YL w't 74 1. ROCK SHALL BE SOUND AND HAVE A MINIMUM DENSITY OF i I,A,v •� 52 RETAINING WALL Z' " �' o, ' 52.4f 3qQ CB #13 160 POUNDS PER CUBIC FOOT. ROCKS WEIGHING LESS THAN ►� I «, DTL 5/C3 litP i 8' 15" 1 VC A 0.3% 100 POUNDS SHALL NOT BE USED. _ PONDING LIMITS- ! 0• RETAINING WALL PLACED RIP- C 1414 yea � ti 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PER- T + I - TOP OF POND 50.5 DTL 5 C3 RAP. TYP i l I 12,000 CF OF STORAGE 5° / i15 " PENDICULAR TO THE WALL. EACH ROCK SHALL BEAR ON TWO IE = 49.03 h h IE = 4-6. 4t ' 12 2 CPEP ®1.08% ROCKS IN THE TIER BELOW. IE = 49.63 49.03 IE = 49.6 3 44 � CO g�¢q Cif ACE/ 50.�8' 12' 12" CPtP � 7' 8" 0 O % 3. HEIGHT BOTTOM SIZES TOP SIZES .. ellI i I .-"-------------- - - - - - - - --------- -------- CO ®1.06% 4' MAX. 3-MAN ROCK 2-MAN ROCK 1� 150' 12" CPEP #) (200-700#) � I 01.08% (700�-2000 + „ " 8' MAX. 3,4-MAN ROCK 2,3-MAN ROCK 38' 51.5 (� ,v / @ /. 5 / %n 35 �i DJ o fi �® 132 BIOSWALE 1 - - i `I • -t% DTL 3/C3 , (1300 40001) (200 13001) •52�'11, o,� 7© 1 n'1 I I I i I 4. ROCKERIES 6' AND OVER IN HEIGHT REQUIRE ENGINEERING t1 I CB 5 i ROCKERY DTL MONITORING BY SPECIAL INSPECTOR (UBC 306b), 2/ 3 WHICH AT MINIMUM SHALL CONSIST OF INSPECTION AND III I " I EVALUATION OF SUBGRADE, PLACEMENT OF BASE COURSE 0 10'8"PVC�0.3% AND DRAINAGE, AND FINISHED ROCKERY. 1 <' M o it IE = 45.65 5. GUARDRAIL/FENCE (IF ANY) PER PLANS 1 T. 0 I 60' 15" 6. ROCKERIES ARE EROSION -CONTROL STRUCTURES, NOT RETAINING I • I CPEP 0.3% I 12' 12" CPEP ® WALLS, MATERIAL MUST BE STABLE AND FREE-STANDING 1.08% EX. SSMH - 409-11 I I I i I 2.5 co CO - ;----: ----- . CO --- - CO IN CUT/FILL FACE RIM 50.51 CNTR C 41.00 I I I _ : ` 0/ 3 2. 3/ , : �' S2 8 #16 h 1 ,�� 7. COMPACT BACKFILL AT LEAST 95% OF MODIFIED PROCTOR IMAX.DRY DENSITY (ASTM D1557-70, METHOD C OR D . I ) 88ENE)IN� I I 30I I ;� TECT�X. 1�i OF CB () I I e TYP �� # 17 I 2. ,•��� , » `,, I METAL FRAME AND SOLID EX. SSMH 1 .G @ 0. % " 1 150' 8" CPEP CB RIM 50.55 I (I CB CB 13 `� 0.3% 5 .45 /.0 ; \ - - �, = \\ ti CNTR C 41.05 ° 181E(W) 0 T I I- -�' - - - - - _ _ - - - ----- - ------ 18"IE(E) IN I ' • �� �. �- _ ,,� ,0 ti� ADJUSTMENT BRICK car ,�. --G- --or* c_ - - - - - - - - I- ss - ss - - ' - } -- - �� - I I (4" MIN. 12" MAX.) ---ss--------ss------ss------ss---`�- iss- s --I---ss------ss- r------ss------ - - ss _ -- - - �h EXG �Tss- IGIIT 527.I � _ EX G T. LIGHT ESQ r�1 'ff II 1 iO4.8� 461.49 EX. CO TYPE i I - - - - - w - 0ff W �50 - ,�, - w - - - - - - wv � Rini 49.82 �' FFSET TOP SLAB G� 8 N 48.38------w------w------w------w---- c� EX. ST iFi � �.60 30th STREET NE-w-----112�N)� --mow----_w------w--_ o PROWEX. C8. PER CITY OF VIAM NO VISABLE PIPES '% SM. DTL. DEV-8, TYP. BOT. = 46.59 r EX. SSMH - Z,,, EX. SSMH - 4fl9-12RIM R1M51.08 1.12 41.78 "r 8" CAP RUBBER GASKET CNTR 6" G� -t- - - - - - - - CNTR CHAN 41.82 18'IE(W) CUTIax(SHORT NIPPLE (CUBE MIN. BIE(E) OUT 'IE(N)) 3. BOTH ENDS) 5" MIN. 48"�(E) � 8"IE N 43.42 STORM & GRADING PLAN MANHOL ADA N MANHOLE ADAPTER 1 " = 40' NORTH Qa = 0.55 CFS 6" 46. - BUILDING z = 8" PVC SDR 35 z END B1t?SWALE GRASS SEEDMIX 3" DESIGN DEPTH DURING 8"X 8"X 8" PVC TEE o (FOR BIOSWALE SLOPES < 1.0%) r RUBBER GASKET JOINTS ELEV. 52•e7 1' MIN. FREEBOARD / 6 MONTH, 24 HR STORM ��' 0 20 % SHORTAWN FOXTAIL N 20 % WATER FOXTAIL BOTH SIDES 20 % WESTERN MANNAGRASS (GLYCERIA SPS) 20 % SLOUGH SEDGE 20 % VELVET GRASS EACH SEED TYPE TO HAVE 92-95% PURITY AND 80% MIN. GERMINATION. 0 1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE SUB -BASE. �. Q 2. FILL, GRADE AND COMPACT (95% MIN.) SUB -BASE. 0 ' N 3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10. 4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST J 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. it 5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM COR OF 10. V c1% EXTRUDED CONC. CURB GRADE 1" DOWN FROM TOP OF Qd p 3" CLASS "B" 1 /2" 1 2" 1 /2" CURB. Fk--, Q A.C. PAVING - 1I-Ili-1 I i-IL- I I: J SLOPE I III-i _ _ PROVIDE 1'-0" LEVEL }_ GRADE U AREVI•ERE SLOPES DOWNWARD OUTSIDE o0 PAVING V) _ p p II_„III,;,III;II[,;,f II_-,IIIII1\�ili_o z (ALTERNATE: 3" ATB) 6 6" CLASS "A" FILL Z SUB -BASE, SEE NOTE W d CURB AND PAVING SECTION 1 C3 N.T.S. Q D Z O PLACE TENSAR UX1400 GEOGRID OR APPROVED EQUAL, WHERE ADJACENT TO VEHICLE AREAS, 5.6' MIN. WIDTH M 24" VERT., PLACE ROCKERY AND FILL AT SAME TIME. TOP OF WALL (T.O.W.) PER PLAN GRADING PER PLAN FREE -DRAINING BACKFILL t , (2" MAX. SIZE, 40% TO 607. GRAVEL MAX. 5% FINES); MIN, 12 CHOKE COARSE OF 4" -6" 00 En uj 6 QUARRY SPALLS ADJACENT o - TO ROCKERY ` STABLE CUT FACE IN NATIVE/FILL MATERIAL (SEE NOTE 6) MIN, 6" DIA. SLOTTED PIPE; T MIN. 0.5% CONTINUOUS SLOPE OF WALLB.O.W. '�%\\ TO OUTLET; SURROUND WITH 1 MINUS ROCK, 6 . COVER OVER PIPE; 2 MIN. ROCK UNDER PIPE 3'-0" 1 5'-6" I MIN. I ROCKERY 2 C3 N.T.S. 1 1 /2" DIA. STEEL PIPE GUARDRAIL WHERE "H" EXCEEDS 30" PER U8C SECT. 1006.9 (PAINT ALL METAL PARTS) 3/4" CHAFFER /- PAVING PER PLAN Jill STANDARD II II , I=I a ►- I � �-� STANDARD GALV. I I Ili -III - STEEL LADDER/ I-� STEPS GRANULAR BACKFILL #4 @ 12" I I i I- COMPACT TO 95% HORIZ 12" CPEP BYPASS IE 47.53 15" CPEP INLET Q 8" RUBBERGASKET PLUG 48" TYPE 11-C CATCH BASIN \\� W/ 4.48" 0 ORIFICE CONTROL STRUCTURE � Pax• g `. ROCKERY ERY 4 BIOSWALE INLET CONTROL STRUCTURE APPLICATION (PER ACRE) BOTTOM WIDTH 2-3 LB. SEED MIX 435 LB. 10-20-20 (N-P-K) NON-PHOSPHEROUS FERTILIZER BIOSWALE GRASS SEEDMIX 10.7 1500-2000 LB. WOOD CELLULOSE FIBER MULCH HYDROSEED OR SOD NOTE: BIOSWALE TO BE FULLY ESTABLISHED PRIOR TO INTRODUCTION (MAINTAIN GRASS S OF STORMWATER RUNOFF. IRRIGATE IF NECESSARY. HEIGHT AT WALE) M BIOSWALE C3 N.T.S. 4" MIN. TOPSOIL EROSION CONTROL BLANKET (JUTE NETTING OR APPR'D EQUAL) HYDROSEED OR SOD 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 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 CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH PAVING PEI? PLAN #4 It, 12° CONT. 12" 1, "T" "H" "T" "AN fM 2-O" -2'-0" 6" #4 0 16" #4 ® 16- 4'-0" 3'-0" 6" #4 0 16" #4 0 16" 6'-O" 41••-6" 6" #4 0 16" #4 0 16" 8'-0" 4'-6" 8" #4 0 16" #4 0 16" ;,�"A" EARS 4" PERF. PIPE W/ 12"- 3/4" WASHED ROCK, TIGHTLINE TO CB OR SWALE -CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI -REINFORCING SHALL BE PER ASTM A-615, GRADE 60 NOTE SOIL UNDER FOOTINGS SHALL HAVE MIN. BEARING CAPACITY OF 1800 PSF. NOTIFY THE 'W" LENGINEER IF OTHER CONDITIONS ARE FOUND. RETAINING, WALL NOT TO SCALE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE INTRACTORnS CONSTRUCTION RECORDS, ry L.L F- z I ry 0 .72 ry 0 W V) c c� Q c J, 4 52 a PROJECT REF: FACW44-98 DATE / f /98 THESE PL 4S ARE.'APPROVED* " FOR DRAWN / Ca4I=0I4IW ANCE VM1TH Tip CITY OF MM J. K. /S. S. E1` EERIW' DI S RE TS tip%, CHECKED ZmAn L.K. Appr� By: JOB NO. 98012 Dote ApprovedSHEET No. C 3 V) sr 0407 0400j" ?c'r 3 OF 1I m I 1 EX. SSMH - 409-50 I 8" TAPPING TEE FULL SADDLE RIM 49.46 LOCKED -COULD NOT OPEN I 8" G.W. (MJxFL) I I I 8"x8"x6" TAPPING TEE FULL SADDLE COA CA STD DTL WABL-1 BLKG. TAP INt EXIST 8" SS 6 G.V. (MJxFL) .904 (FIEL C)NC. BLKG. COA STD DTL WABL-1 CROSSING I I I I(ERIFY) I I FIRE HYDRANT ASSY IE STORM=46.53 II I I I I I COA STD. DTL WAFH-i 230 TOP WATER=49��l . �- Tie --- - - - - 3W ° -) --- - - _ -- - _�- - -w - - - - ---_- _ =-_�. �_- . - --s--------ss-----Fss- -ss -n -- `- -- - - -I - - � 7 SSMH - 409-49 I I I IE = 44.99 56' EX. SSMH 409-05 ► I / 1 a ° RIM 49.63 I 1 / I ----------..__ n CNTR CM 41.28 18"IE(S) 0 1/ 1 1 I 181E(N) IN � ( I 37' 6" PVC I 8-IE(NE) IM `r 1 I SDR 35 I I NEW 15' ° ( I ,� I •,j I 0 1 % MIN. PUBLIC WATE EX. CB TYPE I I I �` 170 EASEMENT RIM 49.27 1 ! 81E (W-E) 47. 5 1 I 1 EX. STORM MH - 15E I 1 I I FIRE SPRINKLER RISER W/ NOTE: RIM 49.70 I DDCVA. A SEPARATE DETAILED ( WATERLINE SHALL HAVE 21"IE(N-S) 45.96 I 1 / SPRINKLER LINE SYSTEM MUST { A MINIMUM COVER OF 42". h I I I o . BE SUBMITTED TO THE FIRE ( {� D PROTECT EX. CB. PE CITY Of 1 1 ''.� � .' I MARSHAL FOR APPROVAL I STD. DTL DEV-8, TY . I i 1 I ; I ©o I *, I ( I 16" DI CL52 I FIRE HYDRANT ASSY I a W/` 2 90' ELBOWS 80' 8" DI CL52 COA STD. DTL WAFH-1 i i j 1" IRRIGA i DEDUCT I 1 I METER C STD -- - I I I I � `DTL WADMI141 - 1 ER " 1 12" WATERTL 8" x8"x6 TEE (MJxMJxFL COA TD 6" G.V. (MJxFL) WASMs 2 I I CONC. BLKG. o 1 � COA STD DTL WABL-1 i � 1 PUMPER -� I I ( 99 ELBOW `1 1 CONNECTION CROSSING ! 1V IE STORM = 47.38 W W " CONC BLKG FIRE HYDRANT ASSY � m 52 8 DI I ° COA STD DTL 5' r" DI CL52---,COA STD. DTL WAFH-1 TOP WATER = 46.38 - - -� I WABL-1 3- DI CL52 - 1' " DI C I 73 8 DI CL52 CL52- - - _- - - - - - - - - - .-..- - r- -_.--_- SAWCUT I �-r�"x-I�„� ---- --- - _ _------_----_-__ -----_ --- i --- x8 x6 1E�MJxMJxFL) LIMITS I 8" G.V. (MJ FL) PUMPER 8" TEE (MJxMJxFL) 6" G.V. (MJxFL) o REPAIR I I CONC. �K . 1 ! � CONNECTIO >�' G.V. (MJxFL) CONC. BLKG. I INKIND I COA STD D WABL ONC. BLKG. COA STD DT� WABL-1 ° I1 I II ) "WATER STD DTL WABL-1 j I OA STD D I I 1 1 ASM-2 60' 8" DI CL52 v •. + 1 I 1" IRRIGATION -- ° DEDUCT ME FER - ---- t ------ - --- - I I I COA STD 53' 6" DI 1 I i DTL WADM-1 W/ 2 90' I- u) III I I ELBOWS FIRE SPRINKLER RISER W/ DDCVA. A SEPARATE DETAILED SPRINKLER LINE SYSTEM MUST BE SUBMITTED TO THE FIRE C14 I ROCKERY DTL m I I I MARSHAL FOR APPROVAL 2/ 3 ! I I / CROSSING 60' 6" PVC SDR 35 If STORM = 49.62 ® 1 % MIN. I I l TOP SS - 42.22 CO SS 4O9 t 1 ., Ex. MH .... • T RIM 50.51 1 I I I I r.F CNTR C' 4t.tx118 IE(E) Icy I I I I TECT . PEfth1 I 81E(N) IN[ I 1 301 1 ":I STD. DTL , TV. •,• 193' EX. SSMH RIM 50.55 I „ CNTR CHAIN 41.05181") off 181E E �V I .. .. cvr_ - O ---- - -----------c-----�sr�vv-ear---c--- ---c----c---oe�-- i I 5I C� 51 _____-----ss------ 1 l I `►�' ss-- --tis�------ss------ss-- �---ss---L�---1-s------ss--1-- SSEXG ST. LIGHT -ss- -----� - - - - - -� I - ss - - - ss- EXG ST. LIGHT I- - 527.86 - -! - - - I - - - �g�j� W �- - 1104,B8 CONNECT TO EXiSTI�G SS STUB EX, C8 TYPE I Er I IE = 42.07t LFIF� VERIFY) RIM 49.82 T R9it 50.00 wv � 461.49 w------w------w------w---- w----- )�5.�i---Iw -----w------w--- ---- --w--w------w- ON 48.38 I - �- -30th --- - NE ��� 12 N) 45.60 EX. STORM MH � STREET � � � PROTECT Ex. CB. PER CITY OF AUBURN RN 50.51 ti7o SID. DTL D V-8, TYP. NO VISABLE PIPES '77 I Ex. SSMH _ -13 BOT. 46'59 J EX. SSMIJ - 409-12 RIM 51.12 1,08 CNTR CHAN 41.78 _ f CNTR CHAN 41.82 18'IE(W) OUT - �- - - - - 18' OUT 18"IE(E) IN 18" �(E IN 8"E(N) 43.42 i SANITARY & WATER PLAN wrote PRIMARY ACE 125.00' 1 " = 40' 125.00' .- - aENTERUNE NORTH END •• MWORT RUNWAY REV. 52.87 R.E.I. FILE:/ C4-012.dwg , 08/06/99 08:42 ROUND SOLID COVER MARKED "DRAIN" ADJUSTMENT BRICK - (4" MIN, 12" MAX) OFFSET TOP SLAB- 15" CAP, RUBBER ui GASKET R PIPE SUPPORTS - n SEE NOTE 3 W J w -H RELEASE RATES ®� DESIGN STORM Q (CFS) u 50% OF 2 YR. 0.43 e 10 YR. 1.56 z � c=a 25 YR. 1.98 M uj = 100 YR. 2.46 15" OUTLET RIM 53.2 a, R d e ' o Q � 'd 6" ROOF �- DRAIN 6" A.C. OR G.P.K. -� MANHOLE ADAPTER d 15" PVC TEE RUBBER GASKET JOINTS (REMOVABLE) 6" MIN RUBBER GASKET PLUG WITH ORIFICE HOLE 2.92"0 ELEV. 46.0 1 MULTIPLE ORIFI C4 W = 1' UTILITY CON FUCT 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 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 CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. z r L LADDER RUN( ® INCREASE TOP SLAB & CASTING OPENING SIZE AS NECESSARY FOR ACCESS. EL 50.32 0 CENTER OF HOLE 2.9"0 ORIFICE 10 YR. 25 YR. WSE=50. t 6 WSE=50.32 2 YR. 100 YR. WSE=49.98 WSE=50.5 IE 46.58 EL 49.98 0 CENTER OF 4" x 19" WEIR STANDARD GALVANIZED STEEL LADDER/STEEPS RE, CB #1, 30" CMP INLET FROM DETENTION PIPE TOP OF RISER"DETAIL. 1. STRUCTURE SHALL BE TYPE II-60"0 MIN. 2. OUTLET CAPACITY: MAXIMUM DEVELOPED DESIGN FLOW. 3. PROVIDE AT LEAST ONE 3"x.090 GAGE STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 3'-0" VERTICAL SPACING). 4. ROTATE OFFSET LID OVER ORIFICE TEE WHEN LESS THAN 3' OF COVER. INCREASE MH SIZE OR CASTING OPENING AS NECESSARY. 5. PIPE SIZES AND CONFIGURATION MAY REQUIRE A LARGER SIZE STRUCTURE. 6. THE OUTLET PIPE SHALL BE A MIN OF 15" RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO TIME INTRACTOR'S CONSTRUCTION RECORDS. =-A PROJECT REF: FAC0044-98 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS 11 .0 Approved By. Cam�i - Date Approved: jJ / 1719 00Dl6*47S- Q V m U00 CPA D 0 d z Q J d W Vn Z \ t? z tl z o+ P > D z 3 O 14 Ll 0 P ry Q n m m Q I Q V ¢ m u 0 m z to Lij L'i z n LL s C 5 i w Cl m r r 7 i" n Li V) Q W Iy Q F-- J V) V / DATE 9/1 /98 DRAWN J K. /S. S. CIIEECKED L. K JOB NIA. i 2 SHEET NO. k FUTURE I _FUTURE I I `BUILDING of ul 111n6P cc _ r.A n Q thl 5' S/W 52 5' L/SSTRIP 1.5' CURB I + GUTTER "C" ST. NE EXG GAS 1 1 I 46 EXG 12" WATER ( 1 EXG 12'-/\/ WATER 1�\ I 1 I I i EXG 18" SS TIE=41.26 52 FUTURE f BUILDING EDGE NEW FILTER FABRIC FENCE EXIST. GRADE, TYP. 1 8" CPEP TOP OF EXISTING FILL cl — — F EXISTING GRADE 50 0 ELEV. 50.0 (25 YR. 24 HR. STORM) 5' GRAVEL FILTER -BERM PER 4"-8" QUARRY AUBURN STD. DTL. DEV-10 SPALLS, 18" THICK 48 1 1/2" - 4" WASHED ROCK CORE SETTLEMENT BASIN " p', T.E.S.C. POND BOTTOM ELEV. 45.65 i A 46 e � 1+00 TESC POND SITE SECTION 1" = 20' HORIZONTAL 1" = 2' VERTICAL SITE SECTION TOP OF FREEBOARD (PER PLAN) 2+00 1 " = 20' HORIZONTAL 1 " = 2' VERTICAL '1 A 52 '• 1-1 i IEEE III -I I ► - I 50 I WATER TIGHT ' 1- 0, o a SEAL 0 •C/ O �q ,° 00 48 12" PVC SDR 35 DISCHARGE = 0.60 CFS IE 46.15 46 44 BUILDING FF = 54.0 OVERFLOW 48" CMP STANDPIPE FILTER FABRIC FENCE AROUND ELEV: 50.0 OPEN TOP, CLOSED BOTTOM GRAVEL CONE ENCASED IN CONCRETE a TOP OF PONDNG = 50.0 o (DURING 25-YR, 24-HR STORM) ° ° n - n°gyp° ©f% ° .� o`�� ��, 1 1 /2" WASHED ROCK 'o GRAVEL CONE of-) ° 2H:1 V, TYP. ° BOTTOM OF - 4 -H , o� °' a. a ° c,o POND 45.65 PREDEVELOPED STORM) ° 12" x 12" x 12" PVC TjE 6" MIN. DEAD GASKET ANTSTORAGE 12" RUBBER GASKET00 1" DIA. TYP., 40 HOLES MIN. @ 10" HIGHELF GROUNDWATER NDWATER PLUG W/ 3 36" DIA .O.C. PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE �GININNIhG AT 0.5' ABOVE POND BOTTOM. 6" CONC. BASE /\ ACTED GRAWL BASE GRAVEL CONE CONTROL STRUCTURE 1" = 20' HORIZONTAL N.T.S. 1 " = 2' VER rAI. R.E.I. FILE/ C5-012.dwg , 08/05/99 14:13 U I ILI I T UUNI LlU I NU I L: 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 BY. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS R H SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH fl� NEW GRADE - 8" WATER 71"07" CMP PIPE ARCH EX. BUILDING " CPEP 46 VACATED "E" ST. RW 54 - NEW FILTER FABRIC FENCE I 1 48 v-i 00 00 M 04 iV f no © z p` g 01 �+ cc 'Z w z � W b U P c z p, U ry Q z c� n m r i- �m 0 m m w d.,_i z � Li. V) A P Om 5V2" CONC WALKWAY EXPANSION JOINT (20' o.c.) EXP JOINT MATERIAL Lf) DUMMY JOINT (10' o.c.) WHERE WALL OCCURS -.--I 4'4" CHAMFER Q Y4 : 12 SLOPE A.C. PAVING W WHERE OCCURS a a ° + 4 a o o (2) #4 CONT. I 6» 12" MIN. CLASS "A" FILL �-- - CONCRETE SHALL HAVE 28-DAY COMPACT TO COMPRESSIVE STRENGTH OF 3000 PSI Lli AND 5% AIR ENTRAINMENT (� - REINFORCING SHALL BE PER ASTM A-615, GRADE 60 C ONCRETE WALKWAY- ,,L5 N.T.S. uj V CAST -IN -PLACE CONCRETE CURB 00 W CHAMFER TYP.00 Co PAVING PER PLAN R -77T � Rv -- 0 + (2) #4 CST. 0 SUBGRAD - CONCRETE SHALL HAVE 28-DAY COMPACTED E COMPRESSIVE STRENGTH OF 3000 PSI AND 5% AIR ENTRAINMENT - REINFORCING SHALL BE PER S ASTM A-615, GRADE 60 A N M RECORD DRAB CERTIFICATION PROJECT REF: FAC0044-98 DATE 9/1 /98 THESE ORAMIGS CONFORM TO THE THESE PLANS ARE 'APPROVED' FOR DRAM / CONTR S CONSTRUCTION RECORDS. CONFORMANCE VATii THE CITY OF AUBURN J•K./S.S. ENGINEE iG DIVISION'S REQUIREMENTS 4ftn CHECKED L.K. ,— DATE: ' �� ' 150 +, ApprandB �-� �rl( ® JOB NO. 98012 Date Apprvylt SHEET NO. BY CITY. DATE: C 5 C D 00 D /6 76- S of I I LOCATED IN THE SW 1/4 OF SECTION 6, T21 N, R5E, WM. AUBURN, WA 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 FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FHY - FIRE HYDRANT FL - FLANGE JOINT H/C - HANDICAP IE - INVERT ELEVATION LF - LINEAR FEET L/S - LANDSCAPING LEGEND DESCRIPTION SANITARY SEWER STORM SEWER WATER CATCH BASIN MANHOLE FENCE WATER VALVE FIRE HYDRANT BLOW -OFF CONTOURS SPOT ELEVATIONS SETTLEMENT PLATE SOIL BORING FILTER FENCE DRAINAGE SWALE OWNER SOUND VENTURES 310 106TH NE STE. 100 BELLEVUE WA 98004 (425) 223-9500 MH - MANHOLE MJ - MECHANICAL JOINT OVHD - OVERHEAD PL - PROPERTY LINE R - RADIUS R/W - RIGHT-OF-WAY S - SANITARY SEWER SQ FT - SQUARE FEET S/W - SIDEWALK TC - TOP OF CURB TP - TEST PlIT U.N.O - UNLESS NOTED OTHERWISE S - SOUTH W - WEST E - EAST N - NORTH NW - NORTHWEST SW - SOUTHWEST NE - NORTHEAST SE - SOUTHEAST EXISTING NEW EX. 8" SEWER EX, 12 STORM D-- EX. 8" WATER ❑ ■ 0 JQ o- ho x + B-1 --F-- ---------- > NOTE: INSTALL PLATE AND 5' ROD BEFORE PLACING FILL SETTLEMENT MARKERS SHALL BE "FLAGGED" TO INSURE HIGH VISIBILITY AND TO PREVENT DISTURBANCE FROM CONSTRUCTION EQUIPMENT. ��- 80 F PVC CAP FINISHED PRELOAD SURFACE PVC SLEEVE THREADED COUPLING 1" DIA. THREADED ROD NUT AND WASHER, BOTH SIDES 2'x2'x 1 " PLYWOOD i. - -t3f2W -11- - C>- - - - - -Cr- - - - - - --�R4WT- - - - 18 IE(E) IN --- - - - - - - - - - - - - IN ND SURFACE - - - - w- cr" - - ATC R-TII- EXl I REST JO T// // /� _ -- -.- _ ..51 - \ \ \ \ \ CLEAN SAND - ._. - - ---- A��A\�A \ \�\�A� 1 I-ss- ss ass------ss------ss---- ss---tis-ss-----ss--I-- ss--- ss- s-- ss-- _--Ss----- -- --Ss1 ---- ---_ _527.86 _ _ 3 _ , SETTLEMENT MARKER DETAIL 461.49 - RIM 50.00 I wv N 8 9 °0 6' 0 0" E 110 4.8 8 EX. CB TYPE I G2 FOUND PK NW CORNER G1 N.T.S. RIM 49.82 I (TYP) BRANNON DLC-37 3-_w_8"IE�W�47.5�w------w_ - w------w-_-----w-------w--- wv� __ 1 'IE 4544 NAIL TYP FOUND SURFACE QUARE BAR o - - 8"IE(N) 48.38 I ��----- wv� 121E(N) 45.---1w -----w------w--- w BRASS CAP EX. STORM MH O t h S T R E E 1� N yrC PROTECT EX. CB. PER CITY OF AUBURN �! FOUND RIM 50.61 yr� j EX. FIRE HYDRANT STD. DTL. DEV-8, TYP. APPROXIMATE FILL CUTQUANTITY &SURFACE BRASS CAP NO VISABLE PIPES / '% I SITE BM-2(12-97)SITE BM-1 BOT. = 46.59 I JEX. SSMH-409-13 G2 /TYPE EX. SSMH - 409-12 RIM 51.12 125.00' APPROACH SURFACE 125.00' RIM51.08 CNTR CHAN 41.78 SOUTH LINE JONES DLC-39 _ -- CNTR CHAN 41.82 18'IE(W) OUT BASIS OF BEARING PRIMARY N 88'39'28" E 18'IE(W) OUT 18"IE(E) IN 18"IE(E) IN 8" IE(N) 43.42 N ,y o 0 0 o �r111ll111111111W.W1� PRIMARY SURFACE 125.00' PRELOAD & T.E.S.C. PLAN NORTH 125.00' 1" = 40' CENTERLINE NORTH END a AIRPORT RUNWAY r i ELEV. 52.87 0 ci N 225.00' _ APPROACH SURFACE I I I EX. SSMH - 409-50 RIM 49.46 N I I LOCKED -COULD NOT OPEN EX. 20' X 255' WATERLINE AND SANITARY SEWER oEASEMENT REC. N01 7810031017 EX. 15' WATERLINE EASEMENT I 1 I 1 REC. NO. 9011090521 I �4s.10 50 EXISTING ��� ( so �� G2 504 FOUND REBAR WITH IBUILDING I EXISTING CAP 18018 (TYP) 1 I I I BUILDING "0. i t I IN 89006'00 E 11 467.68' RI R 134.9 - --- - -- -- -- - - - - - - o � EX. TE _ 130.f7 �''',�`�--- 50- -ss s------ �cI� I ---- ------ - - - --w----- w--- S ss- - - - -- - - - -I 255.- -ss- s -� - w-------------- --- - - - °-------- 265.00' EX.�_q ENTERLINE SHALLOW 1 i MAX. ROOF ELEVATION I EX. 20' X 265' ELECTRIC EASEMENOULD NOT FIND ITCH (TYP) I 50 G I EX. SSMH 409-05 97.53 AT PROP. LINE REC. N0. 7905110778 OCATION PER CITY I I »\ RIM 49.63 I I I / 1 X. POWER POLE CNTR CHAN41.28 I wvi /TRANSFORMER ° 18"IE(S) 0 �, G ro 18"IE(N) IN �� 3 O 1 400' (29) 40 8"IE(NE) IN 1 1 14'- I 53.9)--- - _ ► 0 53.0 NEW BUILDING FOOTPRINT, TYPICAL.° I CONTRACTOR SHALL EXCAVATE ALONG 50.8 I I I FOOTPRINT DOWN TO ELEV. 49.0 I I 2 (7' WIDE MIN.) AND FILL WITH CLASS X' COMPACTED 50.9WIL 2 1 I z c2 EX. ST RM MH - H15E I � EX. CB TYPE I RIM 49. 0 I I RIM 49.27 21"IE(N S) 45.96*SD , h 8"IE (W-E) 47.25, -, �2 I Ri Chcri u° 35 ° 51d PROTECT EX. CB. PER ITY Of AUBURN BUILDING STD. DTL. DEV-8, TYP. I 5' TYP. I cil 11 o (' I I TOP OF FINISH FLOOR ELEV. 53.0 O s1.0 N I I FILL (TYP.) Q O ° z = IS z I ` I 1 TOE OF �o e 260' 53.0 �0 g I EX. CHAIN LINK FENCE (TYP) o a I I I FILL (TYP.) .J I 0 0 . � I - I 4.' I5�1 30 30' - "E" ST NE RIGHT-OF-WAY m � vNi VACATED BY CITY OF AUBURN � o - I I I `'01 53.0 `53.0 60' 3 ORDINANCE N0. 4330 (2-21-89) D z I i I EX. TEL RISE 60 2:1 MAX. TYP. LIE49.13 50.2 G m I EX. POWER P E t SETTLEMENT BASIN Iz Z I I I II SITE GBM-3IRE BOTTOM 13'x62' I EASTERLY MARGIN OF AIRSPACE I rn "i 0 1 tl 1 I EASEMENT - APPROACH SURFACE 510 RIPRAP AT I i BOTTOMO�ELEV. 045.5 m -,� CULVERT W PER SCC N0. 840300 z z O I 1 $1 N I TEMPORARY SWALE SWALE INLET I I I t j MAX. W.S. ELEV. 50.0 4 tit • �►/ - cD NOTE: MAXIMUM ROOF ELEVATIONS m 00 >� I 4`' `01 �50' MIN IE 48.1 N AT THE NORTH & SOUTH PROP. LINES PER AUBURN STD DTL DEV-9 9 1 I p I cv VERTICAL SLOPE SOUTH TO NORTH cn >g '•.--^�'�I 'n a UP 1.00' VERTICAL PER 20.00' "' -,j "� ""_..r� j..._w��j Cv v O I 1 I HORIZONTAL (20-1 SLOPE) 4 r*i o I ° 0 7 Z IE 46.08 G2 o I� � � I `�i i � CONSTRUCTION ENTRANCE � iI oz I I I I I PER AUBURN STD. DTL. DEV-5 I so s I ( GRAVEL FILTER BERM c I I PER CITY OF AUBURN > I f 1 Ex. ROL D CONIC. CURB (TYP) I sear STD DTL DEV-10 n 1 IS �I 4 I I - TOP ELEV. 49.0 (25 YR. STORM) I so ) i ram, I I I 60` 5 .0 2:1 MAX. TYP. 5 .0 55' I z: I I I N 50.6 I I ° j of I 53. I p51.2 0 I I - I o I r sae 3.0 275 53.0 5' o{ ' 1 i 5' TYP. 50.6 NEW BUILDING FOOTPRINT, TYPICAL. G2 I I I I 4° ,s TOP OF I BUILDING 2 FOOTPRINT DOWN CON RACTOR SHALL TOEELEVA 49.0TE LONG I I T.E.S.C. POND ---+ ( I ll I FILL (TYP.) (7' VIDE MIN.) AND FILL WITH BOTTOM 13'x182' Z � I I J I FINISH FLOOR ELEV. 53.0 CLA S A COMPACTED TO 95%. I BOTTOM ELEV. 45.5 � I I I `J- SETTLEMENT MARKER o rS N 1 I TOE OF SEE DTL. o TOP ELEV. 51.0 I L 1 /G 1 50.7 I I MAX. W.S. ELEV. 50.0 (25 YR. STORM) o rn 1g ; FILL (TYP.) 50.4 c N I I 1 I I I I 51 53.0 50.7 I PROVIDE TEMPORARY CONSTRUCTION I ` ( ZSo. J I 53.2 I I FENCE AROUND PERIMETER OF POND NEW FILTEf� s�.P 390' I I FABRIC FENCE I , I EIXTING EX. SS -I - 409-11 1 I j � �I� PER AUBURN I I BUILDING RIM . AN 41.0o I STD. DTL DEV-6 __-- - __ -- _ - RIM 50. 1 I I 18 17 CN "IE(W) OUT I 1 I 51 5 I GRAVEL CONE CONTROL a' ; STRUCTURE PER DTL 5 G2, 18"IE(E) IN I I v, 8"IE N O I I III I Ex, s" CONC. VERT CURB IE 46.0 FILTER FABRIC N I F I PROTECT EX. CB. PER CITY of AUBURN I WITH 5.0' CONC. WALK I I AROUND CONE s, 28' 12" PMC i EX. SSMH I o STD. DTL DEV-8, TYP. MAX. ROOF ELEVATION , ®1.43% RIM 50.55 III I \ I 72.43 AT PROP. LINE 4 6 7.8 5 ° _ - - -- - - CNTR CHAN 41.05 1 1 „ 88.81' F _ _ -- -F�M1TS IND - U� -1U - _ - THE ENTIRE SITE IS TO BE PREPARED PER THE SOILS REPORT. ESTIMATED FILL QUANTITY IS 9,480 CY. ESTIMATED CUT QUANTITY IS 1,480 CY. THESE QUANTITIES ARE ESTIMATES ONLY AND ARE NOT TO BE USED FOR BID PURPOSES. SPECIFICATIONS FOR FILL PER SOILS REPORT - FILL FOR PROPOSED PROJECT MUST BE CLEAN AND SATISFY THE REQUIREMENTS OF THE BUILDING OFFICIAL. THE USE OF FILL MATERIALS MEETING THE DEFINITION OF DEMOLITION WASTE, INERT WASTE, OR WOOD WASTE AS DEFINED IN WAC 173-304-100 MAY REQUIRE A SOLID WASTE PERMIT FROM THE LOCAL HEALTH DEPARTMENT. SUCH MATERIALS INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE, ASPHALT, WOOD AND STUMPAGE. THE FILL MATERIAL MUST ORIGINATE FROM A SOURCE APPROVED BY THE BUILDING OFFICIAL. 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 BY, OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS TCTLE D�� SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. CONFIRMED BY CITY: TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 35th ISAAC EVANS ui z PARK F_ CO a� 0 U Z 30th ST NW 30th S z Z Y SITE (j BRANNAN AUBURN ST PARK Z - 7 z MUNICIPAL Z U) N 23 dN AIRPORT m Z z 24TH ST NE z 22ND ST J E _ V) Nw z VICINITY MAP N.T.S. LEGAL DESCRIPTION Ist loth NORTH THAT PORTION OF THE HARVEY H. JONES DONATION CLAIM NO. 39, SECTION 6, T 21 N, R 5 E, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE HARVEY H. JONES DONATION CLAIM; THENCE N 89.06'00" E, 989.35 FEET; THENCE N 00'55'30" W, 30 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING MARKED BY A CONC. MONUMENT; THENCE N 00'5'30" E, 500.00 FEET; THENCE S 89'06'00" W, 497.66 FEET; THENCE S 00'53'30" E, 500.00 FEET; THENCE N 89'06'00" E, 497.84 FEET TO THE TRUE POINT OF BEGINNING, WHICH INCLUDES PORTION OF VACATED "E" STREET, AS VACATED BY CITY OF AUBURN ORDINANCE NO. 4330. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SUBJECT TO AND /OR TOGETHER WITH THE FOLLOWING RECORDED EASEMENTS: REC. NO. 7810031017, FOR WATER LINE AND SANITARY SEWER (AS SHOWN) REC. NO. 7905110778, FOR ELECTRIC SYSTEM (AS SHOWN) REC. NO. 9011090521, FOR WATER MAINS (AS SHOWN) S.C.C. 840300, FOR AIRSPACE OVER PROPERTY (AS SHOWN) DATUM VERTICAL DATUM - CITY OF AUBURN CONTROL BM AUBURN NO. Y, ELEVATION 56.73, USC & GS MON ON WEST SIDE OF R.R. TRACKS WEST OF "B" ST. NW OPPOSITE INTERSECTION WITH 30 ST NW SET IN EAST FOUNDATION OF BUILDING NEAR SE CORNER SITE BM-1, ELEVATION 50.60, TOP SURFACE BRASS CAP LOCATED AT THE CENTERLINE OF INTERSECTION OF "C" ST NE AND 30 ST NE. SITE BM-2, ELEVATION 53.18, TOP OF NORTHERLY MOST UPPER FLANGE BOLT ON FIRE HYDRANT LOCATED ON THE SOUTH SIDE OF 30 ST NE ON THE SECOND FIRE HYD EAST OF "C" DT NE 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 "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND 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. 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). CODE NOTES SHEET INDEX ZONING M-2 (HEAVY INDUSTRIAL) LOT SIZE 5.71 ACRES BLDG. 1 FOOTPRINT = 55,000 SF. BLDG. 2 FOOTPRINT = 41,875 SF. SETBACKS: NORTH: 50' SOUTH: 65' EAST: 35' WEST: 62't RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. DATE: G1 PRELOAD AND T.E.S.C. PLAN G2 SECTIONS, DETAILS AND NOTES PROJECT REF: GRA0005-98 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS `/Affi Approved By. .DQ�98 Date Approved: w J F-- uj S cn r- T jJ < Q n U c LJ a 00 rn 00 0 E T N DATE 2/3/98 DRAiti<I$ T.O. CHECKED L.K. JOB No. 98012 SHEET NO. G1 z m Q i 0o 1) IS- 7" ( OF w z IL 0 CL 54 Pc 65'-0" 100'-0" NEW BUILDING r LINE, TYP. NEW FILTER , FABRIC FENCE 5 -tp ~ TOP OF FILL ELEV. 53.0 NEW GRADE, TYP. 52 x EX. SW I EXIST. GRADE, N TYP. 4 50 f 30TH ST. NE TEMPORARY SWALE 1:MAX.---*' FOOTING, TYP. 1 TYP. BOTTOM OF FOOTING OVEREXCAVATION, TYP. 48 (7' WIDE, CENTERED, ELEV. 49.0) 46 0+00 w z C ra 54 3 52 30TH ST. NE 50 s 48 NEW BUILDING LINE, TYP. I 155'-0" NEW BUILDING LINE, TYP. 130'-0" 1 FILL CONSISTS OF I TOP OF FILL ELEV. 53.0 CLASS "B" UP TO 18" FROM TOP OF PAD. NEW GRADE, TYP.-4 FINAL 18" OF FILL IS CLASS "A" X N TEMPORARY SWALE 1+00 2+00 3+00 4+00 (w�-SITE SECTION I 1" = 20' HORIZONTAL 68 1" = 2' VERTICAL 398' rI NLW BUILDING LINE, TYP. NEW FILTER 5' FABRIC FENCE NEW GRADE, TYP. I I � IN TEMPORARY SWALE 1:1 MAX TYP. -FOOTING, TYP. BOTTOM OF FOOTING OVEREXCAVATION, TYP. (7' WIDE, CENTERED, ELEV. 49.0) FILL CONSISTS OF 11 11 NEW BUILDING LINE TYP uj REQUIREMENTS FOR EXPOSED 50'-0" _ SOIL STABILIZATIONIQ �^ .. r. a 1. DENUcX DED AREAS AND SOIL STOCKPILES MUST BE STABILIZED N'' P�J 5 ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL OR THEL z OFFICIAL'S REPRESENTATIVE, SUCH SCHEDULE IS NOT WARRANTED: , NEW FILTER I EX. BUILDING FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL J FABRIC FENCE GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN a� UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. F- F- 52 U - FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL a I I GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR x 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 oo 0 THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE z THAN 7 DAYS SHALL BE STABILIZED IMMEDIATEDIATELY. Q 50 2. STABILIZATION METHOD: HYDROSEEDING & MULCHING PER THE EX. DITCH FOLLOWING: U A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. ) (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, w IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER � w 48 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY Z AFTER PLANTING.) u u Z B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT w EX. 8' COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE U WATER ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT Z ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. P 0� �-'�) -146 C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. �v� :D 5+00 DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST Z USE NON -PHOSPHOROUS FERTILIZER. U � U EDGE "E" ST. RW D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED w BED AT A RATE OF 120 LBS/ACRE: 35' = 30, PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION Co REDTOP(AGROSTIS ALBA) 10% 92 90 Q CLASS B UP TO 18" 54 FROM TOP OF PAD. 5' ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 a' NEW GRADE ELEV. 53.0 FINAL 18" OF FILL IS CLASS "A" NEW FILTER I CHEWINGS FESQUE 40% 97 80 FABRIC FENCE (RESTUCA RUBRA COMMUTATA) Q (JAMESTOWN,BANNER, SHADOW OR KOKET) _ I 52 WHITE DUTCH CLOVER 10% 96 90 (TRIFOLIUM REPENS) E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH- FERTILIZER MIXTURES MAY ALSO BE USED. _ F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN z 50 ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER 0+00 1 +00 BUILDING PAD X EDGE "E" ST. RW 52 EAST PROPERTY LINE NEW FILTER FABRIC FENCE TOP OF POND = EXIST. GRADE 5 51.0 - - - - -J TOP OF ELEV. 50.0 50 0 (25 YR. 24 HR. STORM) I POND 48 SITE SECTION 6 46 G2 1" = 20' HORIZONTAL 13' POND BOTTOM ELEV. 45.5 1" = 2' VERTICAL 0+00 0+40 TOP OF POND FREEBOARD = 51.0 SEAL 12" PVC SDR DISCHARGE = 0.60 CFS IE 46. (2--YR, 24 -HR PREDEVELOPED STORM) 12" x 12" x 12" PVC TEE RUBBER GASKET JOINTS 12" RUBBER GASKET PLUG W/ 3.33" DIA. ORIFICE 2+00 n SITE SECTION w z 52 EX. SW 30TH ST. NE _ r OVERFLOW 48" CMP STANDPIPE FILTER FABRIC FENCE AROUND ELEV. 50.0 OPEN TOP, CLOSED BOTTOM GRAVEL CONE ENCASED IN CONCRETE o TOP OF PONDING = 50.0 (DURING 25-YR, ul 24-HR STORM) � o - qc o ° 'o°�L 1D" WASHED ROCK o GRAVEL CONE ° BOTTOM OF ,000 r to 0 POND 45.5 off°. o � •gyp � Q � 6" MIN, DEAD STORAGE 0O -1" DIA. TYP., 40 HOLES MIN. ® 10" HIGH GROUNDWATER O.C. PERFORATIONS SHALL BE LOCATED ELEV. 38.0 WITHIN THE LIMITS OF THE GRAVEL CONE BEGININNING AT 0.5' ABOVE POND BOTTOM. 6" CONC. BASE COMPACTED GRAVEL BASE 48 46 1" = 20' HORIZONTAL 1 " = 2' VERTICAL 3+00 4+00 APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. Li TEMPORARY INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO - WATER. LL- SWALE SWALE J GRADING NOTES 48 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER o 5+00 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 A HAUL ROUTE PLAN TO THE CITY OF (� AUBURN FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH ON- z 52 SITE WORK. EXISTING GRADE o m ,y, TOP OF FREEBOARD 3. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, Q (� - - (PER PLAN) TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. I- - THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS W LLJ NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT (--- 7 CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND 0 0 ELEV. 50.0 (25 YR. 24 HR. STORM) 5(I DIRECTED BY THE BUILDING OFFICIAL. T.E.S.C. POND BOTTOM ELEV. 45.5 44 0+00 1+00 X EDGE "E" ST. RW 52 EAST PROPERTY LINE CHAINLINK 30' FENCE TEMPORARY EXIST. GRADE CONSTRUCTION - - _ FENCE - - NEW FILTER ELEV. 50.0 FABRIC FENCE 50 0 (25 YR. 24 HR. STORM) I & TEMPORARY FFNRF 48 46 5 GRAVEL CONE CONTROL STRUCTURE - ,3' POND BOTTOM ELEV. 45.5 4 SITE SECTION G2 N.T.S. 0+00 0+40 G2 1" = 2' VERTICAL HORIZONTAL 4"-8" QUARRY SPALLS, 18" THICK 5' GRAVEL FILTER BERM PER AS3A _� AUBURN STD. DTL. DEV-10 o ^ N N 1 1/2" - 4" WASHED " ROCK CORE 2+00 SITE SECTION 1" = 20' HORIZONTAL 1" = 2' VERTICAL SETTLEMENT BASIN 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 CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. (� z CONSTRUCTION SEQUENCE z o 1. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR O z N EARTHWORK ACTIVITIES. �-- Q 48 2. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH U THE CITY OF AUBURN OFFICIALS. W Un 3. ESTABLISH "CLEARING AND GRADING LIMITS" FOR THE SITE. L', 4. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AND FILTER FABRIC ~ W w FENCE AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE CITY 46 OF AUBURN. PROTECT ALL EXISTING UTILITIES AS NOTED ON THE PLANS. 5. CONSTRUCT THE TESC POND, SETTLING BASIN, TEMPORARY 00 SWALES, AND ROCK CHECK DAMS AS SHOWN ON THE PLAN. ;; °° TEMPORARY SWALES SHALL BE ADDED AS NECESSARY TO ENSURE THAT ALL SITE RUNOFF REACHES THE TESC PONDS. 6. OVEREXCAVATE THE TOPSOIL/ORGANIC LAYER IN THE FOOTING AREAS 44 AND BACKFILL WITH CLASS "A" FILL. 3+00 7. BEGIN PRELOAD FILL AND INSTALLATION OF SETTLEMENT MARKERS. THE CONTRACTOR SHALL ENSURE THAT NO SILT -LADEN RUNOFF = DISCHARGES TO THE ADJACENT PROPERTIES. v 8. REVEGETATE ALL SLOPES AND DISTURBED AREAS AS SPECIFIED BY N z THE "REQUIREMENTS FOR EXPOSED SOIL STABILIZATION". o V) 5 a "0 0:� w DEWATERING NOTES a- Z 0 1. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING WORK AND OTHER w NECESSARY WORK TO ALLOW COMPLETION OF THE CONSTRUCTION OF THIS � PROJECT. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. CONFIRMED BY CITY: DATE: y PROJECT REF: GRA0005-98 DATE 2 /3 /98 THESE PLANS ARE "APPROVED" FOR DRAWN CONFORMANCE WITH THE CITY OF AUBURN T.O. ENGINEERING DIVISION'S REQUIREMENTS Q� CHECKED L.K. jj 6! Approved B)r l �JOB NO. 98012 Date Approved:_ SHEET NO. G2 w Z U Ld 0 Ot P N T SYMBOL BOTANICAL. / COMMON MATURE HEIGHT Ter rubrum ' Red Sunset ' / Red Sunset Maple 1-3/4" cal. B&B 35' Pr nus cerasifera ' Newport / Newport Plum 1-3/4" cal. B&B 20' er platanoides ' Globosum / Globe Norway Maple 1-3/4" cal. B&B 15' PPrunus serrulata ' Amanogawa / Amanogawa Cherry 1--3/4" cal. B&B 20' Pinus contorta / Shore Pine 6' min. B&B 20' Deudotsuga menziesii / Douglas Fir 6' min. B&B Juniperus chinensis ' Blue Point / Blue Point Juniper 6' min. B&B Pieris japonica ' Mt Fire ' / Mt Fire Pieris 5 gallon 4' O.C. Euonymus alata ' Compacta ' / Compact Burning Bush 5 gallon Mahonia aquifolium / Oregon Grape 5 gallon 4' O.C. Rhododendron ' Gomer Waterer ' 27" min. 4' O.C. Rhododendron ' Rocket ' 24" 4' O.C. Pieris japonica ' Forest Flame ' / Forest Flame Pieris 5 gallon Viburnum davidii 3 gallon 4' O.C. Photinia fraseri ' Fraser / Fraser Photinia 5 gallon Prunus L. ' Otto Luyken / Otto Luyken Laurel 21" min. 4' O.C. 4' 0. C. 4' O.C. 4' O.C. Thu ja 0. ' Emerald green / Emerald Green Arborvitae 5' min. B&B "T Erica Carnea ' Ruby Glow / Ruby Glow Heather 1 gallon 24" FH Arctostaphylos uva—ursi / Kinnikinnick 4" pots @ 24" O.C. Gaultheria shallon / Salal 1 gallon @ 30" O.C. Sodded Lawn r 01-7 4' 0. C. 't' D i-„T .... 1. Subgrades, including berms, to within 1 /10th foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scarified or rototilled if conditions require. 3. 2" depth 3—way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect and Owner. 7. All mass plantings shall have triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. 9. Positive drainage shall be maintained. Mound planting areas minimum 12". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. 11. 8" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. RECORD DRAWING: CERTIFICATION These drawings conform to the Contractor's construction records. By: Date: Title/Position- Confirmed by Ctty: Date: PROJECT REF: Planti twice ball L No Scale These plans are approved for conformance with the City of Aubta n's k�iN6 1>"0kMr*%fi rf ftww m 4 OVOC^ 6 Approved By:� Date Approved: R I.0 -" Prune diseased and broken branches 16 gauge steel wire through clear vinyl hose below first crotch 2x2 wooden stakes securely driven into ground. Stain brown. Water basin with 2" mulch Unglazed planting pit surface 1 /2 topsoil, 1 /2 native soil, water thoroughly, fertilize No Scale LANDSCAPE PLAN 1 "-20'-0" FLTMM1� 0 10 20 40 Lai 'psoil bed x, No Scale Plana 2" n 1/2 dista Ili No Scale— Triangular Spacing Planting bed with, `fJ 2" mulch Equcil:• . � 1 /2 spacing distance No Scale— Triangular Spacing rune diseased and roken branches +ater basin with " mulch ompacted topsoil ater thoroughly, srtilize as req d lanting hole min. Nice size of root ball AN N LANDSCAPE ARCHITECTURE 220 Main Street (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax Q'401 rn � N � II � o C O E O U C 0 U L 0 C O N C 4)O� O) -n crn .00) o Y "II—) s -J UY a \ -000 Q U z z m W < < n z W LJ > Q z o 1-- Z �- O VJ D o �- 0 F� CO z c� o W h W n LL z o �I E- W c� > 3 U n N N Cq M 0 N W ~ Q_ _ N U 00 CC N Q 3 Q � F J c, ~ Q W W W N _1 J F o W W i W Z V a < J J 0- _ Q O M W J CL sheet V V1 4 Z LM1 J CC) RECORD DRAWING CERTIFICATION These drawings conform to the Contractor's construction records. 6y: Date: Title/Position: Confirmed by City: Data: 5' WIDE LANDSCAPE STRIP (NOT REQUIRED UNDER, CODE) PROJECT REF: 1 J Gd These plans are approved for conformance with the City of Auburn's E %sm 'rng-PiwWe 1 pealillrmeNw P(AM"VJ6 D6P0%RT",&r mopaiwvoin CAmbfrAtE pAauWA*j&.j'S Approved 59: �- Date Approved: f �' LANDSCAPE PLAN 1 209-099 FI.F-L....J 0 10 20 40 ASHIN(DTON r'ENDS', A: r' cis rn O C N E O U = 0 .i N L O C O N c 3 v 0) O'> \ 0 ® -°rn f� °Y -0 "7 .C..� U Y r.. 0\ -0 00 >Q U z z I Y M m W � � Q Q � z W W Q z o �- z U O D O 0 V) m z C�. o W L W 0- L z O J W S U o M L N N to (V M c0 N � � a W !— Q -- N N 00 Cif ® � ~ J I— m q ~ w W W J � � a W w W 0 Z �) w z Q W 0 (3 < _I J CL Z ¢ M W CL Q sheet U cn z L=2 Q J 00D 1575 3 SYMBOL DESCRIPTION RADIUS GPM PSI F 30 H Q O -6 U 0 RAINBIRD 1800 MPR 15' SERIES 4" LAWN POP-UP, 6" G.C. 15' 1. 5H Q V IP RAINBIRD 1800 MPR 12' SERIES 4" LAWN POP-UP, 6" G.C. 12' 1. H m PSG RAINBIRD 1800 MPR 10' SERIES 4" LAWN POP-UP, 6" G.C. 10' 0.7 H 1� p 13 RAINBIRD 1800 MPR 8' SERIES 4" LAWN POP-UP, 6" G.C. 8' 0.7 H 11 RAINBIRD 1800 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.C. 9'X18' 1.73 19 RAINBIRD 1800 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.C. 4'X30' 1.21 19 RAINBIRD 1800 MPR END STRIP 4" LAWN POP-UP, 6" G.C. 4'X15' 0.61 xRAINBIRD PEB SERIES PLASTIC VALVES © RAINBIRD ESP-24MC 24 STATION CONTROLLER PROVIDED FOR BUILDING 'A' RAINBIRD ESP-16MC 16 STATION CONTROLLER PROVIDED FOR BUILDING 'B' ® POINT OF CONNECTION: 1" IRRIGATION METER 1-1/2"FEBCO 805Y DOUBLE CHECK VALVE 3/4" QUICK COUPLER VALVE 9271 STATION GPM - - - -- 2" MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC CLASS 200 SLEEVING, PVC CLASS 200 o CONFIRM EXACT LOCATION OF P.O.C., CONTROLLER, AND WATER PRESSURE AT P.O.C. o ALL VALVES IN 'AMETEK' OR 'CARSON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRESSURE TEST BEFORE BACKFILLING. o PLAN IS DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. 30 30 30 30 30 30 30 ,5U I H 5 I N LL I Iv L sh grade/ Top of mulch -Up spray sprinkler plastic MPR nozzle -Inch male NPTx .490 Inch > Elbow Nipple or Funny Pipe Schedule 40 Tee or Ell -Inch male NPT x .490 Inch Elbow rvI.. Lateral Pipe _) -UP SPPAY SPRINKLER No Scale RECORD DRAIUING CERTIFICATION These drawings conform to the Contractor's construction records. BJ: Date: Title/Position: Confirmed by City: Date: No Scale PROJECT REF: These plans are approved for conformance with the City or Auburn's Engineering Division requirements. 11/11161 Approved ByQ� • S-.�tJ�y Date Approved: % 1 S f Height above grade determined in field. Black pipe only. hrub spray head nish grade ?" Nipple ') 90' Marlex Ells VC Schedule 40 Tee or Ell ✓C Class 200 Lateral Pipe s r Finished grdde Select backfill, remove rocks, debris and sharp objects PVC Class 200 Lateral PVC Class 200 .`�// off.. Mainline Valve Wires No Scale Paving Select backfill, remove rocks, debris and sharp objects:. PVC Class 200 sleeving twice t•' . ;: ;..: size of pipe Lateral or - — Mainline S E VINE. DETAIL No Scale 00 Pressure Reducing Valve, if required Gate Valve —\ or wiQuick, Coupler Valve / Master Valve, if required nter blowout Double Check Valve Stub out from Domestic Meter, or separate irrigation meter APE DINT )I- J'`• NEt� JI No Scale PVC Mainline CM rn 4) 0 0 E O U O U '> O O C CV O ('0 C N O) O .O '0 -0 co Q U z z I Y CO CO W Ll ly Q Q C1 z W W > Q z o ( D �- o D o �- n m z o W LL W A L z o 1 W U W 0 M In N N M co O 04 Vl O W H — N Q N s U 4 V_ 00 O ffs Q 3 � � W H M 0 a W W W J J F o W O w _O W Q U YQ � J J CL Z a M M Z J a r sheet Q L=3 10 Of -1 j RECORD DIRAWWs CERTIFICATION Thfte dr"Ings coWom to the C4W&cW-s ccmUucum mwds. &+ PAW TRISPOsItIm: cmfhwd by CA9. Data mwier,Tw: F-AC0044 - Sa PlZ"Z0,vOZ with ftCity of ma's ,approved 09- Dae AMov*,+ cr i, 9 1 $9 =20'-O" FLF7L...i 0 10 20 40 STATE Of- W R L E i:." LANDSCAPE AR.CHITECT 0 _0 c E 0 0 C0-4 0 C C 3t 10 0 X 0 cn 0 _J 0 0 z z LL Y w (Y < < n z w W > z 0 (Y V) z D 0 V) D 0 Q Z w W L z 0 -i w > w c) C*4 0 CN4 0 C14 C14 C14 00 LAJ m Li w V) w LLLJ I Z J W � vv J CL z < m 0 V) z J 0 shoot Lw4 )) OF 11