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HomeMy WebLinkAbout00D1597COUNTRY GREEN - COVER SHEET A PORTION OF THE NW 1/4 OF SEC. 9, TWP. 21 N., RGE. 5 E., W.M. KING COUNTY, WASHINGTON As-suit T CITY OF AUBURN GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE, IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 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. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOOM PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. CALL BEFORE YOU DIG: 1-800-424-5555 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 ® 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 BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. LEGEND: Vicinity Map SE 308TH STREET W z SE 310TH STREET Q 10L. LEA HILL RD SE 312TH ST 0 •y W � ~of z v W SITE w �-- Z O W Q ¢ SE 316TH STREET Q Q _ r x co m pin �-o CE Cc LL �. SE 320TH STREET W W 0 Z m U ckW 0 W 323RD ST SE 323RD RD 8 �� C� U a i= Q Z �p Q -v U )327TH ST © m W �Q C Orn N 6 ~ INDEX TO SHEETS WS1 OF 6 COVER SHEET WS2 OF 6 SEWER AND WATER EXTENTION PLAN WS3 OF 6 SEWER AND WATER EXTENTION PLAN WS4 OF 6 ROADWAY SECTIONS AND DETAIL SHEET WS5 OF 6 WATER AND SEWER PROFILES 119TH AVE SE TO SE 312TH WS6 OF 6 WATER AND SEWER PROFILES SE 310TH SITE ADDRESS 11917 SE 310TH AUBURN, WASHINGTON 98055 PARCEL NUMBERS 092105-91 11-08 092105-9052-09 LEGAL DESCRIPTION PARCEL A: THE EAST THREE QUARTERS OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 365 FEET THEREOF; AND EXCEPT THE NORTH 30 FEET THEREOF. (BEING KNOWN AS THE NORTERLY PARCEL OF LOT LINE ADJUSTMENT NO. S90MO164 UNDER RECORDING NO. 9408260319.) PARCEL B: THE SOUTH 365 FEET OF THE EAST THREE QUARTERS OF THE SOUTHEAST UARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTON 9, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 30 FEET THEREOF FOR COUNTY ROAD. (BEING KNOWN AS THE SOUTHERLY PARCEL OF LOT LINE ADJUSTMENT NO. S90MO164 UNDER RECORDING NO. 9408260319.) MA71 IAA EXISTING PROPOSED VERTICAL DATUM - CITY OF AUBURN WATER LINE ----------------------- 2.sl N N. SEWER LINE CONTOURS --------- -- -------------- BENCHMARK °' C Y 0 U �. .� o � a , J STORM DRAINAGE �: _ _ _ _: a = = FOUND MONUMENT IN CASE 4"X 4" CONCRETE W/LEAD o p 0 a & NAIL 0 INTERSECTION OF SE 312th STREET & ROCKERY 124th AVENUE SE (1/4 MILE EAST FROM SITE) R/W LINE ELEVATION ® TOP OF MON. = 433.34 FEET STRUCTURE -------------- (MON IS 0.4' BELOW RIM OF CASE) THIS INFORMATION IS DERIVED FROM FIELD SURVEYS BY EASEMENT BARGHAUSEN CONSULTING ENGINEERS IN NOV. 1988 WHICH UTILIZED CITY OF AUBURN BM # 5-R, RAILROAD SPIKE IN POWER POLE #31057 LOCATED ON THE WEST SIDE OF 124th L _ w AVENUE SE. 1st POLE NORTH OF SE 312th ST. NOTE: KING COUNTY DATUM IS 7.65 FEET LOWER. z„ V) g LO SITE BENCHMARK #1 ELEV. = 398.36 FEET a Lai "PK" NAIL Z Q Z zQ LU SITE BENCHMARK #2 ELEV. = 383.09 FEET > rN N N z "PK" NAIL Q O N 00 00 N r z > z biw BASIS OF BEARING < Ln Lnz BEARINGS AND SUBDIVISION OF THE NORTHWEST QUARTER OF N cel z — SECTION 9 ARE BASED ON RECORD OF SURVEY BY WAYNE P GRC7 N Z J E. CHASTAIN PLS 10356, FILED IN BOOK 106 OF SURVEYS, x\ WAS// c9� - PAGE 257 AND RECORDED UNDER RECORDER'S FILE No. oo v cn 9512129017, KING COUNTY RECORDS. � e 2 975 �� �w► �,,.�. •Fss F� � S T ERA` ��``' �_J �,� /0NAL EXPIRES 6-10-01 AS it B UIL �z t Record Drawing Certification PROJECT REF: FAC 0003-99 �► i Jv FIELD SURVEY PERFONMEL) oozy These drawings conform the These plans are aproved for conformance with the City of IN JAN. 2001. Aurburn s Engineering Division requirements. CUM ` By Date �j (0 5 Title/Position DIRECTOR OF SURVEYING SERVICES Approved By:.G�, �� i t E (� r �. �t AND z o E?�R�RES:1i �5- ! o Lc) ( ) Confirmed by City: Date Date Approved: 3 -) pf_'009 I vf� 9 QS,/3 4000 1415'C? 7 I TAX LOT NO, 092105-9128 - - STA 0+00 24 LF 6" SS IE=3 WATER. 3 75. 08 VAL VE IN BOX E_EP _ EX CA ROAD Ex SSMH 513 TAX LOT NO. 092105-9186 RIM= 384.37 IE= 374.67 (6" NW) IE= 374.42 (8" E) , 140 LF 8" DI -, NOTE: THE SIDE SEWER STUBS SHALL EXTEND TO THE PROPERTY LINES ON THE NORTH SIDE OF SE 310TH ST 0* 71 STA. 4tl'1- CIA •-'rtRt.1 / 18 LF 6m SS ��irTR VALVE -0-2-ev- BE NORMALLY C IE=i F 9- SEWER AND WATER EXTENTION PLAN A PORTION OF THE NW 1/4 OF SEC. 9, TWP. 21 N., RGE. 5 E., W.M. KING COUNTY, WASHINGTON I r--F:X TO_ J-80X ! i EX POWER POLE f` STA 0+68 4ESSU ZONE BREAK 18 LF 6 - 0 ELEVAlrN 390' '- II ,� r j I INS TAX LOT NO. 092105-9156 I , EX POWER POi.E:. .•....•iE EX 12"GONG N=388.64 % W/TRNS' 1+IR 355 LF /LUIVIINAIRE SEE SHEET WS4 FOR 8" DI �, �:� ROAD SECTION OF S.E. 31OTH ST. R/W C/L t ` NOTES: 1. ALL SANITARY SEWER PIPE SIZES, LOCATION AND STATIONING ARE LOCATED ON THE PROFILE SHEETS. 2. PROVIDE BLOW OFF ASSY. PER COA STD. DTL WABO-1 AT ALL LOW POINTS. PROVIDE AIR VAC'S ASSY. PER COA STD. DTL WAAR-1 AT ALL HIGH POINTS. 3. ALL SIDE SEWERS SHALL BE CONNECTED TO SEWER MAIN WITH A TEE. TAX LOT NO. 092105-9058 POWER POLE ..r....- ...per. qL AL ram a s _ \ � S87'59 18 E '� 492.43 f t t r, EX I°° O�lC =31 33-' , " 1 r f SSMH a a EX 4, S / -PROPOSED 3 4 SINGLE I �. 1 RIM= 38 l , BOX (4) --" BOXES �„_� ��. ;' /�49 EX 1 r ONC 3m-1 3 � ;SSAdH WATER METER PER COA lE 373.88 (8 ') 25'R`�` `�, a y: _ '' STA. �-F�B- i STD DETAIL WASM-1 TYP ( ) 1 �. RIMO 401.29 lE= 373.68 (8' S) y © -., . #1 �6"S 26 ,t CONTRACTOR TO COORDINATElE= 388.89 ~ ► 1 t "'- - ` Q --_ - ,!E=38S}60- ' E OWNER 0 �'W/ HOME F LOT 22 FOR RECONNECTION OF NEW � OEM! 383.55 SERVICE 1 ST 1 +85 0A .. ® I•& t t I r r,'1TER j ., 42 .�e- LF, 6" s ,.,. N LF s ss �"\ r 1 r .............. — i ' ; WATERMNIN Fff TM DATA: i\ STA: 13+54.83, 8.96 LT INSTALL: 1-8"X11 1/4' BEND FLXMJ 1-8"X22 1 /2' BEND FLXMJ) CONC. THRUST BLOCKING ® STA: 12+98.48, 10.14 LT INSTALL: 1-8"X22 1 /2' BEND (FLXMJ) CONC. THRUST BLOCKING 9O STA: 12+40.63, 9.35 LT INSTALL: 1-8X22 1 /2' BEND (FLXMJ) 1-8°' GATE VALVE (FLXMJ) CONC. THRUST BLOCKING 10 STA: 12+21.15, 10.00 LT INSTALL: 1-8"x6" TEE (MJXFL) 1-FIRE HYD. ASSY. INCL 6" VALVE AND 14 LF 6" DI PIPE CONC. THRUST BLOCKING 11 STA: 09+92.00, 10.00 LT INSTALL: 1-8" TEE (FL) 3-8" GATE VALVE (FLXMJ) CONC. THRUST BLOCKING 12 STA: 10+00.00, 8.00 LT INSTALL: 1-8" PLUG W/ 2" TAP (MJ) 1-TEMP. BLOW OFF ASSY PER COA. STD DTL. WABO-2 CONC. THRUST BLOCKING 13 STA: 14+96.03, 8.00 LT FIELD LOCATE EX 8" WATERMAIN REMOVE CAP AND CONNECT NEW 8" DI PIPE rn 0) rn r r^ N LAJ r- Q Xo w m� O � z z 0:m o O �0 N a U °>' mz Z � = W zLLIm F- z �¢ x 0o W �0 mw J a mOCWr� cD (D __ a Z U a� W N�� o N)N- z F- Lo Lo cr 00 W O oo Q V Z CV L0 Q Q o.-N N L0 04 Z 04 u Z W W SEWER AND WATER EXTENTION PLAN A PORTION OF THE NW 1/4 OF SEC. 99 TWP. 21 N., RGE 5 E, W M. KING COUNTY, WASHNGTON NOTES: 1. ALL SANITARY SEWER PIPE SIZES, LOCATION AND STATIONING ARE LOCATED ON THE PROFILE SHEETS. 2. PROVIDE BLOW OFF ASSY. PER COA STD. DTL WABO-1 AT ALL LOW POINTS. PROVIDE AIR VAC'S ASSY. PER COA STD. DTL WAAR-1 AT ALL HIGH POINTS. 3. ALL SIDE SEWERS SHALL BE CONNECTED TO SEWER MAIN WITH A TEE. I 4.ATCHLINE 7a.�._ .. SET 2 ;t it tit t, WATERMAN+i Frrr NQ DATA: 1 't t5 ti X z D.. o m N , r� N � , t l j STA: 13+95.00, 14.73'RT (312TH STA) FIELD LOCATE EX 12" WATERMAIN INSTALL: 1-12"X8" TAPPING TEE (FL) 1—$" GATE VALVE (FLXMJ) CONC. THRUST BLOCKING NOT USED O NOT USED ® STA: 15+58.44, 99.85 RT INSTALL: 1-8"X11 1 /4' BEND (MJXMJ) CONC. THRUST BLOCKING O STA: 14+96.37, 12.88 RT INSTALL: 1-8"x6" TEE (MJXFL) 1—FIRE HYD, ASSY. INCL 6" VALVE AND 38 LF 6" DI PIPE 1-8" GATE VALVE (MJXMJ) CONC. THRUST BLOCKING ® STA: 15+39.40, 25.51 RT INSTALL: 1-8"X45' BEND (FLXFL) 1-8X22 1 /2' BEND (FLXMJ) 1-8" GATE VALVE (FLXMJ) CONC. THRUST BLOCKING rn N � M� a tL z �a w O M7 III o0 U U fyry mm Q� moo Co00 yw w Q tt V' C9 d- 4 �� Q_ G. Z==CL < 9 Q _M M U W— O5 M MR m "01)— 9 orn °' M� 41 N a o° �o m M 6 z T� r CO N II Q Z o V) N O > N N. i CO C e v p 0 U Q 0 N �i EX SSMH 613-97 x IRIM=384.35 IE 10" PVC E=376.57 IE 10" PVC W=376.33 0 N Title/Position DIRECTOR OF SURVEYING SERVICES Confirmed by City: Date �. z w C� _z cr PROJECT REF: FAC 0003-99� NSJ z Uj GO i These plans are aprrved for conformance with the City of Aurburn's Engineering Division requirements. ® ` ur } ` '.�+�"ti"���,•� 0 QD Y Approved By: — Z o C�I p 14 / o V)Lo Date Approved: pF 009 3 01= ot C S/3 00 sO / 6? 7 u EX ROAD CENTERLINE ROADWAY SECTIONS AND DETAIL SHEET A PORTION OF THE NW 1/4 OF SEC. 9, TWP. 21 N., RGE. 5 E., W.M. KING COUNTY, WASHINGTON EX 30' R/W EX 30' R/W 3 22' NEW PAVEMENT WIDTH PER CITY OF AUBURN 5.5' 11'f c� 11'f 7't w z Z EX. GUARDIW. 0 0 Li o w TO BE REMOVED •5' x w 27. 2% EXIST. ASPHALT PAVEMENT PAVEMENT SUBGRADE PREPARATION: FOR SE 312TH STREET 1.THE PAVEMENT AREAS SHALL BE STRIPPED AND CLEARED OF SURFACE VEGETATION, ORGAI+IIC MATERIAL AND OTHER DELETERIOUS MATERIAL PRIOR PLACING FILL. 2.THE GROUND SURFACE WHERE STRUCTURAL FILL OR PAVEMENTS ARE TO BE PLACED SHALL BE PROOFROLLED. PROOFROLLING SHALL BE PERFORMED UNDER THE OBSERVATION OF A REPRESENTATIVE OF EARTH CONSULTANTS, INC. 3. SOIL IN LOOSE OR SOFT AREAS, IF RECOMPACTED AND STILL EXCESSIVELY YIELDING, SHOULD BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL OR CRUSHED ROCK TO A DEPTH THAT WILL PROVIDE A STABLE BASE BENEATH THE GENERAL STRUCTURAL FILL, OR WILL PROVIDE SUITABLE SUPPORT FOR THE PAVEMENT. A GEOTEXTILE FABRIC SUCH AS MIRAFI 60OX COULD ALSO BE PLACED BENEATH THE FILL TO AID IN STABILIZING THE SUBGRADE. 4. STRUCTURAL FILL PLACED UNDER PAVEMENTS, SIDEWALKS AND CURBS SHALL BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 90 PERCENT OF ITS MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM TEST DESIGNATION D-1557-78 (MODIFIED PROCTOR). THE FILL MATERIALS SHOULD BE PLACED AT OR NEAR THE OPTIMUM MOISTURE CONTENT. THE TOP TWELVE (12) INCHES SHOULD BE COMPACTED TO 95% OF MAXIMUM DENSITY. 5. IF LOCALIZED AREAS OF SOFT, WET OR UNSTABLE SUBGRADE STILL EXIST AFTER THE PROCESS DESCRIBED ABOVE, THAN A GREATER THICKNESS OF STRUCTURAL FILL OR CRUSHED ROCK MAY BE NEEDED TO STABILIZE THESE LOCALIZED AREAS. ALTERNATE SAWCUT AT THE EXISTING 3" CLASS 'B' ASPHALT CONCRETE SURFACING (MIN. SECT.) EDGE STRIPE (FOGLINE) CONTRACTOR MAY CUT AT THE 3" COMPACTED DEPTH CRUSHED SURFACING EDGE OF PAVEMENT IF GEOTECH TOP COURSE ASCERTAINS THAT THE EXISTING 8.5" COMPACTED DEPTH CRUSHED SURFACING SHOULDER SECTION MEETS OR BASE COURSE EXCEEDS KING COUNTY STANDARDS FOR ARTERIALS. (SECTION THICKNESS BASED ON VILLAGE SQUARE CONDO. CALCULATIONS) ALTERNATE 'B' 3" CLASS 'B' ASPHALT CONCRETE SURFACING (MIN. SECT.) 4.7" MIN. COMPACTED DEPTH ASPHALT TREATED BASE (SE 312TH STREET) HALF STREET IMPROVEMENT SECTION NOT TO SCALE EX. 10' PAVING I 4' 30' o_ W X x zz w o W Q � � �q U U U EX. 10' PAVING 3" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE - SECTION PER CITYOF AUBURN REQUIREMENTS 3" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE- 4" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE NOTE: CONTRACTOR SHALL PULVERIZE THE EXISTING ROADWAY SURFACE FROM STATION 10+00 TO STATION 15+00. THE PULVERIZED MATERIAL MAY BE USED IN PLACE AS A SUBGRADE PRODUCT (EITHER AS BALLAST OR IN LIEU OF ALL OR PART OF THE CRUSHED ROCK REQUIRED IN ROAD RECONSTRUCTION. !■N W z J 12' R/W DEDICATION 2.5' (4' HIGH) PER WSDOT STD. PLAN L-2. LOCATION AS SHOWN PER PLANS ALTERNATE: TF. METAL HANDRAIL ON TOP OF WALL PROPOSED RETAINING WALL SEE STRUCTURAL PLANS 4" THICK CONC, SIDEWALK PER KCRS DWG. 3-001 CONC. VERTICAL CURB & GUTTER PER PER KCRS DWG. 3-002 -1' (FLAT BEHIND WALK) 0.5' STA. 10+00 TO 11 +00 2.5' STA. 11 +80 TO EAST PLAT BOUNDARY 4" THICK CONC. SIDEWALK PER KCRS DWG. 3-001 CONC. VERTICAL CURB & GUTTER PER PER KCRS DWG. 3-002 KING COUNTY NEIBORHOOD COLLECTOR HALF STREET IMPROVEMENT SECTION (SE 310TH ST.) NOT TO SCALE a 25' 25' a 5' 5.5' 1 1 4' '�j 14' 5' 5.5' J 0.5' 0.5' S� Py, 2% 2. M e 47YPE 4* THICK CONIC. SIDEWALK PER KCRS DWG. 3-001 'A' CURB & GUTTER 3" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 3" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE SECTION PER CITY OF AUBURN REQUIREMENTS 4" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 11971-1 AVE SE (SEE SECTIONS 4.02 & 4.03 K.C.R.S.) SUBACCESS AND MINOR ACCESS STREETS ROAD SECTION NOT TO SCALE Q 13' R/W 15f W O f U o' w z J w w 29' U 1 Mph rp E L-TYPE 'A' CURB & GUTTER 3" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE SECTION PER CITY OF 3" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE AUBURN REQUIREMENTS 4" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE 7-GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS PRIVATE DRIVEWAY TRACT B (SEE SECTIONS 4.02 & 4.03 K.C.R.S.) URBAN MINOR ACCESS STREET NOT TO SCALE AS- 'V " -�CINA L�w IL T EXPIRES 6-10-01 Record Drawing Certification FIELD SURVEY P �ORAWL These drawin conform to the IN JAN. 2001. By Title/Position DID City: 0 z Q w O m � W J LL U) Q 0 Z Z I° LO LO 0 00 J Z Z N mw000 !.1 = Z Chi < OD CO 00 O < �..� N U) N Z `'' 0 Z c W W z z v 3 3 a� co O 0 v -17 O U . N 0 i) V) V) S Q 1I 4 y > q rn 3 Y V o � O 0 U Q 0 co UJI I- z > ::D Z a_ o V) g� L1i J Z X LZ Qr) CAI CAI Z � CD N 00 Z 00 CV c0 r- 00 > z N Q Ld Z Ln Ln 0 Z �� LC') Ln w V� r ONyS z T W PROJECT REF: FAC 0003-99 x�Jv r, Co Date ►G SERVICES Date These plans are aproved for conformance with the City of Aurburn's Engineering Division requirements. C>AM Q) Approved By: E N z a> j b � � U)cn o Pr^� vi Date Approved: &0 4 aF 9 6�3/3 004)1O Y7 we] WEI 370 360 WATER AND SEWER PROFILES — 119TH AVE SE TO SE 312TH A PORTION OF THE NW 1/4 OF SEC. 9, TWP. 21 N., RGE. 5 E., W.M. KING COUNTY, WASHINGTON .......... ........ ........ ........... ..................... ...................... ...................... ...................... .......... ....... ....................... .. .............. ............ ........... .................... ......... ......... ...................... ................ .................. ..................... ................. ......... .............. ........................ .......... ........................ ........................ .......... ................... ...... ........... uj LAI z z . . . . . . . . . . ................. .......... ...... ........... ............ ....... ........ ........................ ............... ...... ........... ........................ .......... .......... ........................ ............ .......... ........ ....... ........... ........................ ..................... ....................... ............. ...... ....................... ............ .......... ....... ........... .................... ...... ......... ....................... M .. .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 ........ .................. ...................... ........................ ................. ................... ........................ ........................ ...................... ........................ ........................ ........... Q)Lu ................ ............ ... ..... ......... ......... ....... ....... ........ ...... ....... ....... ......... .... .... ......... . . . . . . . . . . . ...... ......... ......... ....... 1.1 ..... ......... ............................. ......... ....................... ........ ....... ........ ....................... ...... ............. ....................... ........ ...... ........ ............. .......... ...... ............... ........ ................... .................. ........ ...... .... ............ ........ ......... .............. .......... ......... .................... ........................ ...... ............... ...... ............ ............... . ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F— . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . ........ ...... ........................ ................ ...... ....... .......... ....... ........... ............. ....... .......... .......... ............. ........ ........... ........... .......... ........ ......... ........................ .......... ............. ........................ ........................ ........................ ........................ ....... ............ .................. .......... ............. ........ .......... 380�c)'ci� ..... . . . . . . . . . PROPOSED'o 12 STORK CROSSING: . .. .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . WATER'MAIN . . . . . . . . . . . . . . . 4E-370.73 (I V. SD) 0 1" 1 - - . . . . . . . . . . . . . . : . . . . . . PRCMDE YEW= . . . . . . PR AT ZEWERU14E OF -ROADWAY. W,, C, 1, M IN,G, i STORM..: . . uj . . . . . . . . . ....... ..... .......... ... ...... .... ... ....... ........ ....... ......... ............. ........ ...... ............. ................. .. ....... ........ ....... ... ........ . . . . . . . ............. . . . . . . CLEARANCE' .......... ......... ......... . . . . . . . . . . . . . . . . . . . . . ... ....... EX!181M "GRADE" AT 'CENTERLtNE'CrF 'ROADWAY . . . . . . . . . . . . . . . . . . . ...... ...... . . . . . . . . . . . . ........................ ....................... ......... btPLECT, WATER -MAIN ''T . . . . . . . 8 E ...... ........... ......... .......... ...... ... ..... ..... ....... ......... ......... ...... ......... ........... ....... ......... ...... ...... .... ... 12%-STORM,CROSStRG ....... ........ : PROVIDE 6' VERTICAL .... ...... ....... ........ .......... It' i�5�47z: ('1'2 ....... SD) ......... ........... ..... ....... ......... .... DEFLECT, WATER MM * TO ......... ......... ........ 8SW JW ST1k 0 W.. ....... ......... .... ... ......... ......... .... .. ... CLEARANCE— ........ ......... .... ...... ... ......... ......... ....... .......... ................ ............ .......... ............ ....... ........... ........................ ........... ......... ............ ....... .......... ............. .......... ...... ......... ....... ...... ........... .... ............ .......... ........... ........... ....... ...... ............... ......... . . . . . . ...... ......... M 370 ......... IN 3-73.80, E& W) .... .... ....... ... ......... ......... ...... ......... ........ .......... ... ...... . . . Lj 8" OL . 373. ... ....... ..... . ........ ..... ... ...... ........ ....... ......... .... ... ....... .... ..... .... ...... ...... ... ......... ...... ........ ..... . ......... ■ .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ....... . . . . . . . . . . . . . . ..... ....... . . . . . . . . ...... . . . ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... ...... .................... ... ...... ....... ...... .............. ....... ....... ...... ........................ .......... ......... .......... ............. ............ ....................... . . . . . . . . . . . . . . . . . . . . . . ......... 119TH'AVF:SE ... ......... . . . . . . . . LF .... ........... . . . . . . . . . . . . . . . . . . ...... ....... ......... ......... ....... ..... ..... ....... ......... ........ VATER ANDSEWER'PROFILE ....... .......... ......... 61,* SSMH 1513- TYPE' 1 —7 4e:::::: ... ... . . . . . . . . . . . . . . . . . . ......... I STk 12+41. ...... ................. ........... ......... ...... ........ .......... ............ ....... ......... ..... ....... .............. ....... ......... ........ ........ ...... 60 3- ................... ... ............. ...... ....... .......... .......... ........................ ................... ...................... ......... ...... ....... ...... ...... ...... 1`20' HORIZ .... SCALE: ........... .1" VERT ....... ...... ....... .................. ........ : : : IE=36hr"- ........ IN) 363.39 ...... ...... ...... ....... PVT) 404.29! (W ... TYPE 1-48 - : - - . . ........ ':STA. 'RT•..... ......... ..... SSMH- 151-3-49.. ...... ......... TYPE .1-48 -1-55- - .... : , , * ...... ......... ... ...... ......... ...... ....... ....... ...... ....... ........ 151 - SSMH _3 '48.' JYRE� I ...... STA.:1-5+32.32,.33.65 RT.A10T SE) .... � ....... ...... . ......... ......... ......... : ......... ......... ......... ...... ... . . I .... ...... . T2�+90.41,j Q :RlM=33Qt -3;�4258 ..... RT. STA. ......... !�+55.65' •0 RIM=369.55� 369.54 ... ...... . ....... $TA. 1' 'T' C . ......... ...... ........ I)N 3 (IV ........ IE=:364Q+ ��": IN) �fQ-:79' WW): RIM 3v- 373i5 7 ...... E !N) �3! (M): ......... ......... .......... ............... ....... ..................... ...... ................ .................. ......... ...... * ................ ....................... ......... ):36 .03. (SE) ..... ...... ....... all ........ ........ ........................ ...... ...... OUT 360. ek ....................... ... ................ ... .................... ........................ ........................ ............. Se ....... ....... tE�(8 .... OUT)' 09.8 7 - W ....... .............. .... ... ..... ......... ......... ......... ....... ............ ...... ........ .... ... ..... ..... ....... ... .... .. .......... .. ..... .... ... .... .. :: ...... ......... ......... IE-Me.4i 359.97: W ........... . ......... <71 ............. U) .......... ......... �0 4N ...... ... 00 F, . . . . . . . U) ........ ......Gi,• ........cif O 4M 0000 . ......... ...... ......... .. . . . . .... . . . . . . . ...... ... ......... ... ... .... ...... ....... ....... .... .. ......... .. .... ........ ........ ......... ..... ..... 10+00 ............ ........ .................. ...... ............... ........ ......... ............ ........ ........ 11+00 .......... ...... ................. .......... ...... 12+00 ...... ............. ................ ............................. I .... I .... 13+00 ...... ... ......... ­ � � _:. � ....................................... ............. .................. ................... ......... 14+00 .................. ........... 15+00 ......... ...... ................ ..................... (1 19TH AVE SE) 10+32.38 (TRACT 'B') .......... M ........................ ....... ......... ...... ....... ...... ........ ........ ........ ........... ''I ....... :380 ........ PROPOSED -GRADE AT ...... ...... WATERLINE ALIGNMENT : LL_ ............. .............. ............. ............ 2 -8 X LLI k... ....... ...... ............. ....... ......... .......... ................. ............. .......... ....... .......... ........................ ....................... ....... ........ ...... ................. ............. ...... ........ ........................ ........................ ...................... ........ cb LOT ..... .......... ..... . .. ......... ......... ......... ......... ......... ....... ....... ....... ....... 375 ............... . ................... .......... ...... ....... ......... ............. ........ 1BP -STORM CROSSING. ....... z........ 380 ...... ....... .............. ........ ...... ...... ............ ... ............. ........ ............. ............ ......... ....... ............ ................. ........... ............ ................ ...... .............. .......... ............ ............. ..... ......... 380 ........ EXISTING - GRADE AT - ......... ....... ......... . ...... ....... ...... ................... ......... ......... ...... ......... ...... WATERLINE ALI .......... LLJ ......... : - q ............ ....... ........ ......... ...... ......... ................ ...... ...... ...... ...... :370 1EX ..... ...... ........ ....... ... ....... ......... ......... ......... ......... ........ z 0 a . .......... ........ ....... ... PROPOSED, 8": . ......... 1.2* WAltRMAIN F'ROADWAY:, ....... PROPOSED AT:CENTERLINE 0 1 ......... ...... ...... ......... ........ ......... ........ _:i ul Z - LAJ ......... il WATER MAIN ...... z ......... ............. ........ ......... ....... ........... ......... ........ : AT CENTERLINE: OF -ROADWAY- ........ EXis"nNG GRADE: ...... .. .......... .............. ........ ........... ........ ........... ......... ......... ................. ....... ...... ............... I � ... 1. ...... ......... W, _j z U, 0 LLj j,:� ' I L - , ......... . ....... ....... ......... ......... ....... A DEDIC. PON .......... ....... ....... ...... ...... .... ....... PROPOSED CURB *GUTTER$* LL_ 0 .......... ............... ....... ............ ................ ........ ....... ........ K. ...... W 0 0 Q_ .... : ...... ......... ......... ...... ......... ...... W. ....... .. . .... ...... ...... ........ ...... ...... 12' STORM'CROSSING ....... ........ ......... ...... . .... . ......... : . . . ......... ...... SIDE -OF- SE 312TH STI: ..... ............. ....... ......... ......... ......... ...... ......... . ...... ......... ........ IE=.M5.94 ......... ...... ...... ...... ... .. ... 370 ........................ ............. z... ... ............ ............. ................... ............. ............ ­ ............ .... .................. ......... ............... ­ � SLOPE -of. �Rw, -DRAwN, 370 ......... ....... ...... WATERLINE: PROFILE ....... ......... _j ... ..... .. ....... ......... ....... ..... Y NVEAStL - KCAUSE OF- ....... ..... ......... ........ . LAJ ....... ........ ........ ...... ........ .... . . . 14 pe) --CiF AOWLE - SEAVER, MA1N. . . . . . . . . ......... 360: ........................ ......... ........ ........ ......... ....... THROUGH. -LOT .. Z... ........ ............... .................... 360 ......... ...... W ji PROPOSED: 8" -NWN:: .. ......... ...... ........ ...... .... z ... L .... : .... � I k> ......... ......... . : ...... _ : . . _ ... ...... ......... I I . ......... ....... :SCALE,: 1" '20' HORIZ:: ... .......... : ....... La, WATER (L ..... ..... ... ... ........ !=V 4':. ....... ... . ........ ........ ...... ....... ................... ........ ............ . ......... ....... ....... .... ..... .......... .... ...... ......... 1 -VERT. ......... ......... ...... ......... ................. ......... .... .... ............. ......... ...... .... .... ... ........ ........... ... ........ .......... ....... .......... .......... ..... IM ........ ........ ......... ...... .... 0 ............ ...................... ............... ............................... ...... .......... ......... ......... .................... ...... ....... ........ 350 AS—BUIL T Rocord Drawing Certification T., v P.1 - PROJECT REF: 9 ee It, _P1 z These plans are oproved for conformance with the City of Aurburn's Engineering Division Approved fir J A lb Ili z W 004 9 0 2 V) O 0 N # 0 0 0 V .E z 0 V) LLJ z lJJ C%4 C14 -0 0 N 40 00 Cq P%. z C", r- LO ul) Ln CN toQ co CY ON E Ln Of Uj w z C) z CN r- U) Confirmed by C*r. Date Date Appmved: PY009 5 .000 9 QS/3 000/5'17 WATER AND SEWER PROFILES - SE 310TH STREET �� A PORTION OF THE NW 1/4 OF SEC. 9, TWP. 21 N., RGE. 5 E., W.M. 1°=2p� KING COUNTY, WASHINGTON �_ .� �W Z W M 2 O 0 Z ry a] Z) Q i+ o 0 to Ix Q W N .- I o z : ; . . . . 400. ; . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . :.........:.......;.........:.........:......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................................................................................................................................................................................................................................................................................_.._......_..___...... ......:.........................:........................:........................:........................:........................:........................:........................:........................:........................:........................:........................:........................:........................:........................:........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .........:......... ......... ......... ......... . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ..I....I ...I.I.. ........ . . . . . . . . . . . . ......... ......... ...................... :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ........ ....... ......... ......... ......... :.. ..................... ................. ..................... __ ..... _..._............--_.........__..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , i� . . . .f.. . ........ ........ ..I....�- . . . . . . . . . . . . . . — . . ......... .;���... .........: .1.I.....''I.''.. ............ ...................... ..................... . . . . . . . . . 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W ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . .. . . . . . . .. : PROPOSEQ GRADE � AT FLOWLINE . . . .. . . . . .... ....... � . . . . .... . ... � .... . ...... . . . . . . . . . . . . . . . . . .. . . . . . . . . . ::.:: ::::.:.. . . . . . . . ::::::: ...... ........I:. : :.................... ....;..I.....I:.I..I...I ::::: ::::::: .............I........ ..................... ::::::::: :::: � w ...................... .........z .:... . . .... . .. . .... . .. ...........................................--........:........................................................................:................................................:........................:......................... . ... . . . ..... .. . '. ... . . ... ... ...... ......... .. .. .... ........ : EXISTCNC: CL OF :R:OAQW�Y: ___._- .... .... ....�.... ........ ......... ....�_. ...I.... .......I ......... ..... ..... ........ . . .. . . .... .. . I ..... I . .... ..... .............. ..................... .........I............ ........ ...................... :......... ..................... ..................... ................... ......... ......... n............................................... ..... ......... ......... I........ ......... ......... ....I.... ..... — ... . . . . . ... .. . ......... ......... . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : . . . . . . . . . . . i i C39„p, ................................ i �y . . . . . . . i C.i�1ffi..i. . . . . . . . . . . . . . . . . . . . . . . . . �— . . . . . �- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . ' : : . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : — : . . . . . . . . . . . . . . . . . v . . . a IE-38�.� . . . . . . . . . . . . . .�...:_.: .__.�:-. . . . . . . . . : . . . . . . . . . : ; . . . . . . . . . . . . . : . Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '� 390...... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '.. .:.. . . . . . . . . . . . . . . °. .................. ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . ........ . . . . . . . . . . . . . . . . . __ -- — . . . . . — — ................... I........... ................ ......I............... . . . . . . . . . . ....I................ . . . . . . . . . . . . . . . . . . . . . ............I......... ........... ..... .............._... . . . . . . . . . . . . . . . . . . ..................... ................... ...... -'"�' r"'. . .. ... �.-�-''�"........... .................. .. _ ..... _ ............___. ...__.............. ....................... ................................ .. ..:.. .:.. :.........:.........:...... .:.........:.........:.........:..'''::: :.....:........ -'' :. :.........:..... �. .......:......... ......... ......... ....... ......... ... ...... .. .... ......... ......... ......... .... SSMH 513-54,TYPE1=48'r : . . . . . . . . . . . : . :...................:.........:. _:-- : : : : ,ice. ... :.........:..... :.........:......rs.:.........:.........:.........:.........:......... .:.........:........I ... ...... ........ .I...I... ......... ..... ......... .I..... ......... ... ..... ."r�V.:......... ......... ......... 14+97.5Q_3.00 RT:. 9. ...... :.........: i : : : .�_ ............................. . ,;�. .................... : ..... ...... ;. ....... ......;.I...I ........ ...... ... ...:......... ........ ........ ........ ........ ........ ... - ,, I.E. 389-fr7-' 8 : OUT .........:.........:.........:- ....:.........: ; ; .. -.........:.........:.........:.........: .I.:..... .......I..........:. .... .. .. ........ ..I..... ........ ` ........ ... ... ....... 4 ©$% .. ..... .. . ........ ........ ........ ........ ........ ... :.....................:.......................:.................__, ... :......... ......... .:_ : . ...................;........................:........................:......................... !� .....:.. ..:.... .: I.....:.........:I.....I :................... �.... .:. ....I...... .....I:.......... ..................................:................................................................................. 11. .:.........:......... � ........................ .. ......... :Q/� ...... ......... ......7E ...................... Gl: ............ .... -. ........ ..................... ... ...... :. ..................... ...................... ..................... ...................... ...................... ............. ..... __ __....... .. :...:...: :::. __._......._ ... • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : ...... ... ; . . . . . . . . . . . : ...:.. i . . . . . . . . . . . . . . .....:.........:........ .... ......... . i� PROPOSED'8 D1 ... ........ .........r:^-- .. .. ...:::::: ..... I..I...I. .I...... ......... �e: .... .::: :.........:.....I...:.........:.........: .. a ..... .....I...:...... .. ...........: ..... .:......... : ..... p . . .. . . . . . . . . . . . . . . . . . . . . ....... L......... . . . . . . . . . . . . . . . . . . .. ... '`" ..... . . :......:.........:. sao ;.........; . :........:......; ..... :.........:.........:. .... .:.........:..... ; :..... :.........:.........: ...... .... ........: .... ...:.. ... _ ..' PL.EkSE .S.kE K.E1 N®T�.S.......................................... ........ .... .. I........ .. .;. .... ......... ..... .. .......I. .... .................... ... .'. v �vl �. . QQ V§ . ... ........ ......... 3 ...................... ................. ..................... ..... P L G� ...:-':.......................................... . :.........; ............................................................................................................ . . . . . . . . . . .. : ... . . . .... .. .. :.........:..... ; . . . .. ..LOCATED ON SHT WS3 . ....... :............... ...:....... ; .. ..... .. ........ ......... ......... ........ ........ .. ... ......... ....... �,P wASh :::: ::::: ::::: . . . . . . . . .... ........ ....I... ..... ......... ........ ........ ......... ....... .. ......... ...... : allo. ...... ....... ��F "I ....... ........ f2 ... ....... ......... ......... ......... ..I..... .......I. .I...... 9 '�:. �... .... ....... .... I...... o:..... :::::: L� s roc -..I. :.. ........ .......I. ......... ... ... .. ......... .....:. .I.I.... ....: __.. _ ......:. :.........:.........:.........:........................ _ ... _.:......................:........................:................................................................................................................ ' :......... ........:- .: ............... ... .....................:......................................................... ... I........ ......... :........................:........................:........................:...................:.......................:........................:...................... SE 310 .H STREET ...... ......... ........ ......... ........ .. .. 1�1j� t=as• ... �F239 75 . ...:.........:.........:.........:... . . Fss��l :.........:.... . .. .: .. SS MH 513-53 TYPE 1-A'B"........:.........:.........:......... .......,......;......:.......:.. : . STA 10+0.3:0.0, .3.0ORT . . : . . ... . .. . :... ...... : . . ..... . .:... .. .. ... SSMH 513-52 IYPE 1� STA TO+03.00, O.OQ R 119TH SEj :.................._......:::::...::::......:.........::.:.:::::::::.:.:::::: :. :... ... .. : ... . : :::: :::::: EXfSTfNG CENTERLINE ELEVATJ4N. .. .:.. .. .. .. +•� R U'L T DNA L :.........:......... RIM= 384:37.:......:........:......:. :.. . . ... . .:... ......: . . .. . . .RIM=38�}389.3. . . : : : : : : : . . .. E:.:1".' :iZ. .... . .. . . : . ..... . . . .. . . . ..... ....... . : . . . . . .... . . . . . . . . . .. /■/ EXPtRES 6-1( .. ... .. . . . . . . ... . . .. . . . . . .. . ... . IE=3 9- 6,. IN) 374X7 (NWJ...... ; ......... ; . . . . . : . .. :. . .: ::: : :: ::: ' . . ... : :IE=;- � 7 8`' IN) 373.88 (E��&:WJ` :::: : : : :: :: :: . . ::: 1 w-5„:: : :::: : : : : . PR(7P ED :FLOWUNE: LEVATfON::: . : : : : : : : :: : : :: :::: : : : : : : ��� .. . . . IE8 ' OUT)374.42' (EJ . .. ...:... : .. .. ... IE=-.5.33-. 8� .OUT 3.73.6bt (SJ. ..............................................................?.................................. ......... `. :... ... . `.. ........... Record Drawin Certification 9 . FAC 0003 95 PROJECT REF. - ................................................... . . ... _.................................................................................................................... :.... :.........:......... ........................:........... .. ..:.............-..... .. ......... ..I...... .... F LD SURVEY PERFORMED 1: f � W O M W CA •• • • • *: • �T-�p� VJ Q Z L0 i Z W 3 - c o 6 O N V In N II iE L :II a) (n O r >, Z H C) Fes- 2 N N aY —I C a) O+ D C Y o a) 3 L) r a) ° a a 0 0 U Q 0 00 . . . . . . . . co N . rri 00 ... .... . . . .. .. . . . . . . . . oa . . . . . . . . . . . . . . . . a� . oo . oo . !? �- rh GC? . n rn . . . . . . ro ( ) . . . . . . . . . . . _ ... .... . . ... . . .... . . . . . . . (0 cci . . . . . . . . . . . . . . . . . oo' r,.. . . . . . . . . . . . . cn oo . . . . . . . . . . . . . . . . . . o rn . . . . . . . . . . . o 00 . ... .... . . . .. ") P .. ..... . . . 1 P .... . . ......... ......... ........ ..... .. ...... ....I.... ........ ......... :::: : : :::. :: : : : : : : ®p . oo h . . . . . . . . . �' O . . . . . . . . . . . . . vo . © co . I .. .... ......... ......... ....... ........ .. . O cQ . N . . . . rri rn . u7 . . : : : : : :: "� . : : : These drawings confor o the suer+-reser s, IN ✓AN. 2001. By Date Z,S� O� These lans are a roved for conformance Frith the Cit of P P Y Aurburn s En ineerin Division re uirements. 9 9 q �h fa /t%'� .. .... .".')�....... ........ ... .......................................................................................................................................................... ..".')"... .... ... ......... ......... ......... ..... .... .I....... ....... ......... ......... . ..... I..........:............................................................................ - .... .... ......... ........ ......... ......... ............................................................................................................................................... .... I po DIRECTOR OF SURVEYIN G SERVICES Tit f sition A r B : ..-�- +"• *""""'•• pp oved y Q) 1Q+OQ 11+00 12+00 13+00 14+00 z Confirmed by City: Date Date Approved: Leh61-2__2 0 3 _ l� (> 0 i— Z j � z� © EV) J LLJ X Q Q I - Z L? W !�"' Q � Cad €*d Z - o d CN 00 &( © Z W 00 Lj ! 3to� V— .r- .g( ►-c71[ C'J _.+ � 5 .Ic .� cli a- I CSd N Ln N a) X 0 O N 11 M N 0 N (01 I- QS13 0001S'9 7 SE 308TH STREET Lj STREET LGIHTING PLAN S.E. 3th12STREET < SE 310TH STREET A PORTION OF THE NW 1/4 OF SEC. 9, TWP. 21 N., RGE. 5 E.7 W.M. _LEA HILL RDs SE 312TH ST KING COUNTY, WASHINGTON SITE U� L�j LLJ > > > LLJ < SE 316TH STREET < < r 2.0 COUNTR Y GREEN PROJECT \V �v X LO C-4 C4 M a M ry z:) L0 A + I .................................. C:) 0 .......... - - - tl-1-1-01-1- - "I X M V) V) .... ....... EB 5 0 ............ ---- --- 7*7 -Cl� n '^' �_. ...... _-..--._. .�+'."'.`.mow +�..�r116"tiia�� ��,.' .�.�A �� �. - SE 320TH STREET 323RD ST I SE 323RD RD 327TH ST 11 If L0 C4 X M + A U- may. C-) V) M ao . . . .. ........ ................. ....... .. ... ........... ............. ............ ...... . .. 'i-1 -k . ... . .. . ........... .......... ............... .... ...... �W . .... . ............ .................... .......... . P . ------ . ......... ........... . ..... .......... . . . . . . . . . . . . .... .... ................ ....... .... fE.,. M*i - ............. ............. I-, ............. R. ..... . . . . . .... ..... ... ............ ........... 'b Q0 CD 8 Lr) C) PP) X, ---------- ----------------- ----------- W ------------------- --------------- ----------- Oil . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IVA�j — — — — — — — — — - - - - - - - --------------- 7 ---------------------------- IM --------------- ---------------- xxx -(D- 0 0 Cn -H 0 r, 3t (-4 + I V) F— Ix Ln CONSTRUCTION NOTES: NOTES: EXISTING PROPOSED 1 PSE WILL REQUIRE METERING OF ILLUMINATION SYSTEMS STARTING (D-- STREET LIGHT JUNCTION BOX TYPE 1 OR 2 PER CITY OF AUBURN JUNE 1, 1999. THIS REQUIREMENT WILL NECESSITATE A NEW STD. DETAIL TRSL-4. SERVICE CABINET DETAIL WITH METER AND SPECIFICATIONS TO 12' ROW DEDICATION Of STREET LIGHT Of EX. ROADWAY BE SUBMITTED BY THE ENGINEER FOR APPROVAL. x 30 FUTURE AND CAP ENDS. CENTERLINE INSTALL 2" CONDUIT WITH PULL ROPE FOR JUNCTION BOX TYPE-1 0 z Uj 30' ' 2. ENGINEER WILL DETERMINE HOW MANY STREET LIGHTS ARE Wil CONNECTED TO A PARTICULAR CIRCUIT AND SPECIFY THE JUNCTION BOX TYPE-2 3i 22' PAVEMENT WIDTH Uj CITY TO CONTACT PUGET SOUND ENERGY FOR ADDITIONAL NUMBER OF LIGHTS THAT MAY BE C5 INSTALLATION/APPLICATION OF STREET LIGHT. ADDED TO THE CIRCUIT. CONDUIT- 5.5' 6'± EXIST. 16'± EXIST. 1 9'± 3. THE STREET LIGHTING SYSTEM IS THE RESPONSIBILITY OF THE SERVICE CABINET Uj COUNTRY GREEN OWNERS ASSN. UNTIL SUCH TIME AS THE :zI X Uj 11,± 1 EX. GUARDRAIL z - SUBDIVISION IS ANNEXED INTO THE CITY OF AUBURN. CIRCUIT N* X TO BE REMOVED < 1 9 TRAFFIC SIGN — 10 1.51 --- NOTE: BAND TO ST. LTG. EXIST. ASPHALT L4 -rTn �=-- I FOR CURB, GUTTER, SIDEWALK, AND STREET WORK, N- PAVEMENT SEE SHEETS ROAD IMPROVEMENT PLANS. MIN. IN \—CONDUIT i—BOX RISER (SE 312TH STREET) HALF STREET IMPROVEMENT SECTION NOT TO SCALE CALL BEFORE YOU DIG: 1-800-424-5555 C z .0 CL W z rid+. rn m) z M C, ANN& JL cc C-4 0 Uj Uj T- CD z CL W cc tjj cli 0 M CL C0 F— V) M V) M 0,� >M1 r) c; z L 0 U- 0 04 0 < 0 z > 0 M� M M -0 CD > C -�e 0 Q) V 0 0 0 C) c V) Ld CD 0 P. QR0 X\ > WAS A V) V) CL LLJ LL L.1-i cl-N! z 3 5 /0 A L .1 r r') CN C-4 (Z) C,4 00 00 C-4 r- 0-) c0 00 C4 g I I r1- tr) Ul U-) CN ZC4 C'4 00 Uj -0 Record Drawing Certification These drawings conform to the Contractors construction records. By Date 0 It Title/Position Confirmed by City: Date 0 k ' A:� PROJECT REF: FAC 0003-99 These plans are aproved for conformance with the City of Aurburn's Engineering Division requirements, =Wrm Approved By: L I E :3 z LO 0 Date Approved: !Z2 -7) -0 OS`13 000/577 STREET LIGHTING PLAN S.E. 310th STREET I.VIV\a. VLI\II\nL- VVINU AND GUTTER PER KCRS DWG. #9. KING COUNTY NEIBORHOOD COLLECTOR HALF STREET IMPROVEMENT SECTION (SE 310TH ST.) NOT TO SCALE A PORTION OF THE NW 1/4 OF SEC. 9, TWP. 21 N., RGE. 5 E., W.M. ICING COUNTY, WASHINGTON Uj CI SE 30 W Q = SE 310TH STREET HILL RO S . 1 SE 312TH ST STREET SITE W W Q SE 316TH STREET c0 d- N SE 320TH STREET 323RD ST ISE 323RD RD 327TH ST IT o a a N, s W aT T S8T59' 8»E 492.43' `- EX 3VlAtl. BOXES (4) � E Ey. 12 CONC SA38-6.13 CABINSERVICE 4 % i . % I. X IE 1;'":;0-NiC E=11191. 33 1 Q � COUNTRY GREEN PROJECT CONSTRUCTION NOTES: (�_ INSTALL HPS STREET LIGHT LUMINAIRE, POLE AND ( FOUNDATION PER CITY OF AUBURN STD. DETAIL TRSL-2. LUMINAIRE ORDERING LOGIC: FOR 250W MDCL25S3M12FMC32 THIS SHEET. O2 — STREET LIGHT JUNCTION BOX TYPE 1 OR 2 PER CITY OF AUBURN STD. DETAIL TRSL-4. 3a— NEW 2" CONDUIT (PVC OR RGS) PER CITY OF AUBURN STD. DETAIL TRSL-5. INSTALL STREET LIGHT SERVICE CABINET AS PER CITY OF AUBURN STANDARD DETAIL TRSL-3, AT BACK OF WALK. (D— INSTALL 2" CONDUIT WITH PULL ROPE FOR FUTURE AND CAP ENDS. SIGNAGE/CHANNELIZATION NOTES INSTALL STREET NAME SIGN PER CITY OF AUBURN STANDARD DETAIL TRSP-1,2 AND 3. INSTALL R1—R "STOP SIGN" PER MUTCD AND PLACED PER CITY STANDARD DETAIL TRSP-1. INSTALL R7-1 "NO PARKING ANY TIME" SIGN BANDED TO STREET LIGHT. LEGEND: EXISTIN PROPOSED STREET LIGHT �— JUNCTION BOX TYPE-1 ® m JUNCTION BOX TYPE-2 0 0 CONDUIT — SERVICE CABINET Im CIRCUIT N' � �1 TRAFFIC SIGN I� BAND TO ST. LTG. FOR CURB, GUTTER, SIDEWALK, AND STREET WORK, SEE SHEETS ROAD IMPROVEMENT PLANS. I0 L rn rn I N I O 'Sw Q L � Of LLJ W La _ M a W V m a F— V) -v V ) m Y � U M T D' M O) y O � yam. Z P = if �M i M)Uj I.L v r ti. Q s 04 00 CO � T Q � N - � 0 0- N Z 0) 0 � T � Z L O U- Q m N U) o +. CO N N II O U -t Q Z � N N 6p N r 3 V) cal r`nv LIGHT POLE SCHEDULE LUMIN. NO. * STATION CIRCUIT TYPE III DIST—WATT MT'G HGT MA STANDARDS 1 10+85.0, 16.5' RT 2 MCIII 250 W 35' 8' TRSL-2 �2 12+85.0, 17.0' RT 2 MCIII 250 W 35' 8' TRSL-2 O3 14+85.0, 18.5' RT 2 MCIII 250 W 35' 8' TRSL-2 m m a o-1 _ a W N �. o N 0 0 x 3 c * OFFSET FROM CENTERLINE OF STREET � II CIRCUIT WIRING �- z — _w z w a cn Q1 9—N' 8 WIRES Q 3—N' 8 WIRES Q 3—N' 8 WIRE CALL BEFORE YOU DIG: 1-800-424-5555 O �c/) V) a- J w z Q oW W � M N Q n N N z0 O N 00 Of rn Z — cv Q I I w Ln In �z a �^ w E LPLP.GRC/e 0000w44 �E W A c) U) �_ Q � 2 75 S%NA L EXPIRES 6-10-9� LLJ Record Drawing Certification PROJECT REF: FAC 0003-99 1$01� COCD w These drawings conform the Contractors construction records. These plans are aproved for conformance with the City of C Aurburn s Engineering Division requirements. r B � Date t ' Z.U� �Yh cc CL Title/Position ��~w� D r �N �W�� � Approved By: c*jo- cl- Confirmed by City: Date Date Approved: ��Z/,-21 f � I..... co i.� H �i 8 Of 9 Q S/3 00 0 7 STREET LIGHTING PLAN 119th AVENUE SE. a d� a I a e♦ i i A PORTION OF THE NW 1/4 OF SEC. 9, TWP. 21 N., RC. 5 E., W.M. KING COUNTY, WASHINGTON COUNTRY GREEN f C5 6 N Gn COUNTRY GREEN File: P:\SDSKPROJ\5726\INEERING\5726STL1.DWG Date/Time: 10/15/1999 13:40 Scale: 1=20 brianw Xrefs: Z5726—S1,Z5726—T1, PROJECT PROJECT 19rH AVE SE AW O a. ROAD M NOT TO SCALE 1I IVJ I HLL J I I'Ctt I SIGN "119th AVE. SE AND SE 310th ; ST." I W P.I. STREET STATION 11 +32. 0 SE 31Oth STRE _ STATION 10+00 0 119thM MA .:e 4 ♦ 1 I i U-) r f C CONSTRUCTION NOTES: INSTALL HIPS STREET LIGHT LUMINAIRE, POLE AND FOUNDATION PER CITY OF AUBURN STD. DETAIL TRSL-2. LUMINAIRE ORDERING LOGIC: FOR 10OW M2AC1053MIGMC32 2�— STREET LIGHT JUNCTION BOX TYPE 1 OR 2 PER CITY OF AUBURN STD. DETAIL TRSL-4. NEW 2" CONDUIT (PVC OR RGS) PER CITY OF AUBURN STD. DETAIL TRSL-5. 4O— INSTALL STREET LIGHT SERVICE CABINET IS PER CITY OF AUBURN STANDARD DETAIL TRSL-3, AT BACK OF WALK. — INSTALL 2" CONDUIT WITH PULL ROPE FOR FUTURE AND CAP ENDS. SIGNAGE/CHANNELIZATION NOTES INSTALL STREET NAME SIGN PER CITY OF AUBURN STANDARD DETAIL TRSP-1,2 AND 3. 2� INSTALL R1—R "STOP SIGN" PER MUTCD AND PLACED PER CITY STANDARD DETAIL TRSP-1. NOTE: FOR CURB, GUTTER, SIDEWALK, AND STREET WORK, SEE SHEETS ROAD IMPROVEMENT PLANS. CALL AFORE YOU DIG 1-800-424-5555 Ui SE 308TH STREET w SE 310TH STREET EA HILL Rp S SE 312TH ST wn w w S I ��'"� L". w � w Q SE 316TH STREET N f N SE 320TH STREET 323RD ST (SE 323RD RD 327TH ST LEGEND: EXIS'I'IN PROPOSED STREET LIGHT-- �-- JUNCTION BOX TYPE-1 m JUNCTION BOX TYPE-2 0 CONDUIT �— SERVICE CABINET CIRCUIT N' A TRAFFIC SIGN IO BAND TO ST. LTG. �� LIGHT POLE SCHEDULE 7-71 LUMIN. N0. STATION CIRCUIT I TYPE III DIST—WATT MT'G HGT MA STANDARDS 1 10+45.0, 18.5RT. 3 MCIII 100 W 30' 8' TRSL-2 2., 12+30.0, 18.5'RT. 3 MCIII 100 W 30' 8' TRSL-2 3 14+15.0, 18.5'RT. 3 MCIII 100 W 30' 8' TRSL-2 CIRCUIT WIRING 3—N' 8 WIRES V. Gil, �9 of w� ftio 4 2a:975 <v EXPOW 1 41 0 Cr fit N O W_ U— 8E � O Q Z w CL O Ma M W C/) cn s O � '— O Z q- 0 -0�_ Q N II z o > 2 7 O N o1 C Y 3 U O F v o a 0 0` ij a V) LLI z > 7) Z Of O Z V) � J LEI x Q ow LL- LLJ 4 O N 00 Z IY 00 N I\ > �c000 �z N I w w � W 0 ED 00 W' �h # `y3 Z z w 1_ ? �Jv RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. 7 O N o1 C Y 3 U O F v o a 0 0` ij a V) LLI z > 7) Z Of O Z V) � J LEI x Q ow LL- LLJ 4 O N 00 Z IY 00 N I\ > �c000 �z N I w w � W 0 ED 00 W' �h # `y3 Z z w 1_ ? �Jv RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. PROJECT REF: FAC 0003-99 �:' "' These plans are approved for conformance with the City Division By ��7 of Auburn Engineering requirements. �YvN Date: �' E 1p __ _ 11 � io�is fq9 E z Title sition ��r - o� �/i ,j�Gvy.'Oe� /Po a Approved By: /..�r�►+� — •+A -0 Date Approved: L� c7S o -' Confirmed by City Date: i OS13 oo4IIrr7