Loading...
HomeMy WebLinkAbout03D1717CALL BEFORE YOU DIGS 1-800-424-5555 BASIS OF BEARINGS: BASIS OF BEARINGS PER RECORD OF SURVEY BY DANNY P. HALLIN, P.L.S. DATED APRIL ' 1982 AND RECORDED IN VOLUME 31 OF SURVEYS, PAGES 240-240D, UNDER RECORDING NO. 8204239001, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM: NGVD 1929 PER CITY OF AUBURN. BENCHMARK: BENCHMARK IS ON TOP OF MONUMENT CASE IN CENTERLINE OF INTERSECTION 15TH STREET AND WEST VALLEY HIGHWAY. ELEVATION=75.71 FEET CITY OF AUBURN BENCHMARK 03-L PARCEL NOBS 2321049027 2321049039 2321049042 3751600709 3751600711 PROPOSED TYPE II CATCH BASIN O 3751600727 3751600731 � 3751600731 PROPOSED TYPE I CATCH BASIN ® EXISTING TYPE II CATCH BASIN C� EXISTING TYPE I CATCH BASIN ❑ PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE — — — — — — — — — — — PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE • i PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE O EXISTING SANITARY SEWER LINE EXISTING WATERMAIN ----------------------- EXISTING ARE HYDRANT VALVEEXISTING WATER SPECIAL CONDITIONS NOTES: PROPOSED WATERMAIN PROPOSED FIRE HYDRANT 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FI[7LD WHEN IN THE JUDGEMENT OF THE PROPOSED WATER VALVE N BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: PROPOSED SPOT ELEVATIONS FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE EXISTING SPOT ELEVATIONS o STABILIZED WITHIN 10 DAYS. tea' FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS EXISTING CONTOURS 100 WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE PROPOSED CONTOURS _ 100 _ _ _ _ _ _ STABILIZED IMMEDIATELY. PROPOSED LIGHT PAVEMENT 2. 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 PROPOSED HEAVY PAVEMENT - AND DIRECTED BY THE BUILDING OFFICIAL. j �� ' . '- PROPOSED CONCRETE = s.. r 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME UTIL NY CONFLICT NOTE: WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED 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. IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 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 A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND HORIZONTAL (1/1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MANUFACTURER RECOMMENDATIONS. MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL " RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH PUBLIC LAND SURVEY OFFICE SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF 1111 WASHINGTON STREET S.E. WSDOT/APWA SECTION 9-14.5. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 C. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. THEN BE ROLLED AND EITHER STAKED OR TIED. Scale: hb. Date By Ckd. Appr. Revision Designed JGH- Horizontal 1 3/1/02 MFB JGH DKB REVISED PER CITY REVIEW - --- -- - - 2 4/24/02 MFB JGH DKB REVISED PER CITY REVIEW Drawn -MFB 3 5/16/02 MFB JGH DKB FINAL BID SET - - - Checked JGH 4 10&542 BW JGH DKB PER AS -BUILT REV. - Vertical DKBN/A Approved --- - - Date - 6 19 01 -- 3751600727 CCNER SHEET AS -BUILT 37516007.11 4� - 3751600709 I I%_V4to SRI$)6ve CO ,.L LEI Q CO Ln 331 st ST S PEASLY HWY. 18 CANYON RD. S 36th ST. SUPER MALL OF THE sAT N W 15th ST. S BOUNDARY BLVD. SW VICINITY MAP N.T.S. SPECIAL NOTE CY3 THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING ASSESSMENT PREPARED BY GEOTECH CONSULTANTS, INC. JULY 18, 2001 AND/OR OTHER SUBSEQUENT SITE SPECIFIC SOILS OR GEOTECHNICAL REPORTS SHALL BE INCORPORATED INTO THE DEVELOPMENT OF THIS SITE. MONITORING BY QUALIFIED GEOTECHNICAL PERSONNEL DURING SITE DEVELOPMENT IS REQUIRED.CD INDEX OF SHEETS C1 OF 9 COVER SHEET CITY OF AUBURN GENERAL NOTES LEGAL DESCRIPTIONS C2 of 9 GRADING AND STORM DRAINAGE PLAN 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S TAX PARCEL NO. 2321049042 03 OF 9 SANITARY SEWER AND WATERMAIN EXTENSION REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY REVISED LOT 3B, PER CITY OF AUBURN LOT LINE ADJUSTMENT N0. LLA-01-0007, AS PLAN CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE RECORDED UNDER RECORDING NO. 20011106001193, RECORDS OF KING COUNTY, WASHINGTON.00 OWNER, ENGINEER AND THE CITY. ► C4 OF 9 CONSTRUCTION NOTES AND DETAILS 2321049027 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 'WASHINGTON TAX PARCEL NO. •. .. - � �'' " 05 STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS OF 9 INTERIIE WATER METER DETAILSREVISED = FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION„ (2000/LATEST EDITION), RECORDEDOT RECORDING NO. PER CITY OF A200111106001193, LOT LINE ARECORDSNOFNKINGO. LCOUNTY, WASHINGTON. C6 OF 9 WEST VALLEY HIGHWAY ROAD IMPROVEMENT' EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT N SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS PLAN AND PROFILE " _ m MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE TAX PARCEL NO. 2321049039 a i JOB SITE DURING CONSTRUCTION. C7 OF 9 WEST VALLEY HIGHWAY ROAD IMPROVEME °° REVISED LOT 3, PER CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-01-0007, AS 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START RECORDED UNDER RECORDING NO. 20011106001193, RECORDS OF KING COUNTY, WASHINGTON. PLAN AND PROFILEOF ALL -" N CONSTRUCTION. CONTACT AMEETING. THE BLIC WORKS DEPARTMENT AT 2253-9313010TOSCHEDULE TAX PARCEL NO. 3751600709 C8 OF 9 WEE a_YALLEY HIGHWAY CHANNELIZATION PLAN 2 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE REVISED LOT 1, PER CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-01-0007, AS C9 OF 9 WEST VALLEY HIGHWAY CROSS SECTIONS, x CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE RECORDED UNDER RECORDING NO. 20011106001193, RECORDS OF KING COUNTY, WASHINGTON. NOTES AND DETAILS SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY o TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND TAX PARCEL NO. 3751600711 UTILITIES AND THE EXTEND OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR REVISED LOT 2, PER CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-01-0007, AS o UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS RECORDED UNDER RECORDING NO. 20011106001193, RECORDS OF KING COUNTY, WASHINGTON. ENGINEER i1 OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO Record Drawing Certification STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL TAX PARCEL NO. 3751600727 BARGHAUSEN CONSULTENGINEERS, INC. o ING (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, CONTACT: DANIEL K. ING ENGINEERS, P.E. �0 STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). LOTS 10 AND 11, BLOCK 25, JOVITA HEIGHTS, ACCORDING TO PLAT RECORDED IN VOLUME 20 FIELD SURVEY PERFORMED ADDRESS: 18215 72ND AVENUE SOUTH OF PLATS, PAGE 12, RECORDS OF KING COUNTY, WASHINGTON; These drawings f to t 5. PRIOR TO THE START OF CONSTRUCTION, A PROPOSED ROUTE AND KENT, WA 98032 IN � SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TOGETHER WITH THOSE PORTIONS OF VACATED 59TH AVENUE SOUTH, WHICH UPON PHONE: (425) 251-6222 By Date CD TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED VACATION ATTACHED TO SAID PREMISES BY OPERATION OF LAW AS VACATED UNDER CITY HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY OF AUBURN ORDINANCE NO. 3630, RECORDED UNDER RECORDING NO. 870210441. Title,,Positi h 001AseA.1 �Sc.[.�,.''yr'vS o BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. SURVEYOR: o 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND TAX PARCEL N0. 3751600731 BARGHAUSEN CONSULTING ENGINEERS, INC. Confirmed by Clty: Dote L2 AROUND THIS PROJECT. PRIOR THE THE START OF WORK, ALL METHODS LOT 12, BLOCK 25, JOVITA HEIGHTS, ACCORDING TO PLAT RECORDED IN VOLUME 20 OF CONTACT: DENNIS SALTYS, P.L.S. AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE o PLATS PAGE 12 RECORDS OF KING COUNTY WASHINGTON; ADDRESS: 18215 72ND AVENUE SOUTH SHALL BE SUBMITTED TO THE CITY OF APPROVAL. CONTRACTORS AND KENT, WA 98032 PROJECT REF FAC fOI-0033 THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS TOGETHER WITH THOSE PORTIONS OF VACATED 59TH AVENUE SOUTH, WHICH UPON PHONE: (425) 251-6222 AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR VACATION ATTACHED TO SAID PREMISES BY OPERATION OF LAW AS VACATED UNDER CITY NEGLIGENCE CONNECTED WITH THEM. OF AUBURN ORDINANCE NO. 3630, RECORDED UNDER RECORDING NO. 870210441. These plans are approved for conformance with fte 6fy of 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES OWNER: Aubum's Engineering Division requirements. � SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND THE QUADRANT CORPORATION � SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. CONTACT: MARK ROWE C 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. ADDRESS: 1100 N.E. 8TH STREET, SUITE 500 Approved By. • �- �'�+ o BELLEVUE, WA 9800400 REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT„ HANDOUT. PHONE: (425) 455-2900 Date Approved: {,►1 �+;�t'' r rn K B �'� H q t�j Job Number As F� Q.G' ��1 18215 72ND AVENUE SOUTH For: Q�4 OF r'�`c C a� Q- KENT, WA 98032 THE QUADRANT CORPORATION ,.4 COVER_ SHEET 7978 low0l, (425)251-6222 01 (425)251-8782 FAX 11100 N.E. 8th STREET, SUITE 500wa.1-1 25672 p �� F _ Sheet o n F� i S T E � 2�G CO CIVIL ENGINEERING, LAND PLANNING, BELLEVUE, WA 98004 F� o AL V �Q' SURVEYING, ENVIRONMENTAL SERVICES EXPIR :1.15-Gr EXPIRES 9 23 03 LNG ENG�N� (425) 455-2900 NJBURN TERRACE PLAZA C1 _ 9 �F'�ffii°i GRADING AND STORM DRAINAGE PLAN , . 1� I I" - , -------"-,'-,, IL-1- � - \­,_",___-1___-__.._11:,. __\1_1 I ,1.1// ,,, / ,/�.,/ I , - I I __.__.._______ - I", ­­1 ��\. ---..-.,.- -,-",\ 1-11 �"./,�', ,/ ", " / /// /11, I 11, �______-­� '' ­11, -,-.. -..-..- _K__... --- - ----- 1-1­1__.__,,.-��",__.� /_\ I/ / // /11 i --"---' i ) 5:��:__ , — '"' ,___­___-_,____,_ ___­ __.." . ..... _.. - - . " K/ I I -- " 11, , - -1, ____Z_ ----,--"-,- . -- ______ - " - ....' ­77-­­��-71'.- --..- � N_� / / // / / / ? ,- // I I I \ I I \ .1 __ - . ---,-.- -, - � -�-_�, - -., - , , - - - -, ----------- --.--- ,_­ li:�*_.... .- . - . . __ ��,,," �,,-, / I I- "'�, . - . - � �___ � ______1 /1" \ \ _ ,.___,___,.___._,­­- - , " , "" , - ,-, - -:, , , 1. `-_�_ , - -I --,-- __ �� � " �4 Z, __ " , , - . -� - ­� ----�-�­�-,-- - --- , .", � � ---- - - , \ �',­ ,, �,,_ ­ , -,.-. , -----" .1 \ \ \ _._,__.___..._ , -,-",- - ._j ­_'­ .--"- -:�-"_ - ", , ,/" _______� , / .... . ,,.. / / / / /�.J� x 17 � \� \ \ " \ \� "" 1, --- ­­_ i��- � , � ­­ � - , -, x, -,�, - , ___", / / ,...--. -.------ --/,.-.//.. - , / / \ \ , ,`1 :--:V-:,_,-� _. �� - -, I / __ \ I - ",-,. . -:=7:f__------ -,--,--.- __ — __ -­ : , ,_ �, ", - - ,", 'I,.-- 11�_ -----,-,-, I. .. - -_ 0 r ", / / // . � � ""' - -, -, I ��:= .... . __ / i / _­1 7 ',/ / �',',,', ./ "/ / I \ ,� .1 "" -, -, � ­1 -- -:. � '. , , , ,-, -', � ", I / ,'/ �,� ---....- -...- -- ,/ / "", ., / -_ \ i , " ;.�� -___ -,:.- � __., - ", ""�, -"-,: - , - �� " _. --", " ", - __ - __.­Z_::�_, - , .11 " I I / � _1\ "I I— ---�') `� -,�-_,_��_._,________1 , --- / " , _7�:� ,:Z1 �_ - - , ��� - , , / 1.� - _�, i '. - ___ - - I 1-11", __ - __ / I � --,, I_- - / " � ­ I."....-- -,." _��_ "" I" ­�_� , � , __ - �� ': - ------- -Z:.: - , " 11 / / ,� . \ 1_�_ -An. I , -1, � " , �, - - -"----, - — I . -1 ��­_­_,, �� ------. _04--__ I / / 11 / / � % "I _", - �� �Z-_ � I �1_ I 1,/ ­_ , 1�:, --- ­�. . . . . . . _. � i ; I. / / ef : ;// I __., - .- - - -_ ,." -, - ", ­_ - I _._._____.. --.."- -.- __m._ � � " " , / i 11 / 11 ------- .__,_..___ I,-" - - ( / - - - , / 1� / 1, \ '--- \� I I - V��,� - I - ""N � 7 , ��, -, ": _­ --.--.,-.-, —_ - ,,, I I I " ,\ \ I'll .. ---,, I -,- ____ --�, � k __ - __", ------,,, , A-,.� --- -------- -_,:Z�,_ � -\� , _Z��,,� - - � - - - , , ,­�_ ,�_ .,:: __ Lf) / // I, I/ 11 j // �'. . I / / � - --,, ,,,, 4 - --- �- ___,-,_ --- ­­� I -- - . . / \ I I I ,:� -, _­ �� _­ ­-� ,,--, _�_' - - __ a'. - ------ " __ ____ - , ­,',z,,'--_ --- -,,,,,-- ", - ,-..--. / � � - --,, ---- - �:: -,..- _,_---_­11__.,._.__. / "I I � 1, ­ I -,.--- - ___ � _::�_._� -1 -, - ___ - ., __.__... __ " , �/ I i /11 . / / I "I — - __ ___-_11 _::, -.-.- ; ", � . � / I '( I ­ --- - , ­_ __ . . 4f) : ". ­._-____ I ­_ � - ..- _. ,--..-- , , � // - // � . ;1 / / � f 11 , I , ., � "I .., / . I / ,/ . \ � __ � -- " " -�­­­ / ,�/ , � I A �/ I I/ � � _� - - _ ____1____ __ ". I _-­---��- ­�',--­'Z�­Z_-­:��- . ", " - , - _ '� ___1 - ,---. �,­::!_-_ - ) ", I , I--,. ­ " _ -, " ',-- -__ \ . -,, -� - " , , " - __Z�,_�Z�__ " , , "", � - / 1, _, , '-,, - to ._­__ I ::,�_ I , - ,:��, __ I __:�� - .- - I % , ; I -_ -, - --�_�- -�_ - -- -.--- -1. ­_ _____"­___­_,__--.__ , � . . " /I I " . . , , -,,,-- :Z<�­,",-.", , - - ��__. ..,----. ''-.A-",-. - - ­­_'.". — I I - . I ;11 �/ - ­ 111. -, - - 1-1.­­_ _ ___ ­_­ __ __._____-....______ I . , , / / , , , . ; / " i f I - _,_­ - - ­­ - - -, - - __'��_"­,, "­_, - _____ -1 344%0;�_,�_­__­.� ­­__�1- -­ - __�;:::� . ­­., / � V, .. ('V, //,"', / I ­ , I , � , i / / I ­­ ,__ , -- --,---- , ,--,-- ,,, �� __:�<� � . -:" - - "" , , :11:z�__:� - -_ ��Z7 7 �__ 11--­­....­­ - - - ------ ---. ­ I � I 11'1/ / . _',-, - __1 I -,-" ,_� A .... ..... ­� I' \ -- -, I- -- -­ - - - , --,-. .. / " . , , / I 11 ---" \ '�___, " I I I,-,, -1 -,­_ ____ I- �,�, ,�__ _., - .-.--,// // -- , - -- - - �',-�­,----' , , - - - _'. /I , , . \ I "I , , I _­­ ...... --- - 1, .. -1, "I ", I,- - - - -,-- � ­14- __­­_. ­ -_ ­­­.- ....­_- ­ ... .. - 11 I'll, / /) , // I i I, - I , ,�_ __1 1- ,-:-I- ______ �_77.�T �--..-...--....-��--..--,-.----..... " �, / I i -­,�­_ :��_::Z­_-.­_ __::�� __�_ ,--...,- , � ____ - - , �, / " �' "I / � 1, - - - ­ _­_ - ­_:14;1� . ..... .... __ _ � �, -,:,- ,,,,------- - ----- -- - - / ? ; I . , - , I - � " '%� ., ____11 -.-, . , ----...- , ". . / /- " I // " , ----- ­ I" , , ., .- ­ ----- __ ,,,, - " , �_ ___ � ,/ " � " " / I " - , --:,__-------- -_."',-,,�'-�, ----<--,--- " _... __ .... , , , , " ""I', I-, , " I", 1'�, _', li� - ___� Z�___ - - , - , , - -----.___<, ,,, I 11,._____1_1 ��,__ __:­ _ ..1. _,__.__._.__ ,Z, , \ � VI-40V _,_� 1___� ..%*' I /,� �'.,',� -, _,.� - , I,- ___ I Z_ ...... - " _­­_ �., ", __ --,_,:�___:­-_, - - , ,_ - -"-.,, -I--.--- _�� / � , � I "' �, . / " / """ - __ _� ____� - ,__", - _ - " __ :::��, __ ,_-, - ---,-- .�­ ---��­- -- - , - - -..--- _E _� ,// � /, ) � "I Z /�/ �, -,,,, I- - ,,, , - - "" ___ _��' - Z � .- )�? � " , ­----__,-,­__ ��`--- --�----��-,-,----�----z�---,------- --,," , ---- .- ___ ___ -_-_-- _____ � - __ _____ � _ , I - _ , - __ . -.-_ '. �:��, _� 11 ­,- ,,,,,- , , ____ -1 -,y _7��:::�__.,-,-_-_. 1, , / ____:_7� _____­ ----- - ­ - - " _� " � � --..- -..___-______1 :�� � , ,::�,_ , \ ____ I, , `_ , , - - -:��-­--,--:Z�,/ / . � --- , - ::�\ — 1_�, �,__­, ---, ,- -�- , - _�_ , ,_ ___ , - , , , __� � _­ .--, - �� --l-, ,Z:Z"�_ -Z-1, ,--,-- - - .,_ _ ,,, '. / - �,�, 1�� - , - _�. _', ___ , , -,-,--� --- -��- -:, , � ,-,,, �, _,__ 7. " � , "�_ , ���,� " �_ ,,�': / 7", -<, -_ , ,,",:� 1_Z - __ " - I \ , , , 7� , , -'----,- , ,_�___�,��_ / ,� " -,, , - - ---.-- �__ -1 __ - , , , , / 1\ _____ - - . -":- >__ '�A__t Cl__7� - " _', "" --- ,:- " ", " __ - / \ ,,, ­­­ ,�,, , �,_ ', ", ___ , - _�_ --- ___:_ � / � / / I , _,�"_ "I ,,-,- -,,-,, , � � '. - _� / / , �-,, ­­�,,_ - �___-___ '--------- __Z�________ . ----,-, , , - � _�_ , -,\ - " - 1: '. �__,,_ ,,,, ,,- , - -_ - ,:� _,�� - , _". ", _�,, `1 - \, -__ I , , - �_ ,�, � ,,, / / / - I ,,,,, - - __-, , - , " - - �__ " ��_ �_ / / / ;i, , "' � I ___ ,,,-, 'k -1 -I-- - - . ...... , - 11_:::�____�._.___.._,., ".", ---I-- ". - " ----.,, --, - -, _ ii::::�:_,.__, - _­ __ ­__ .--___....__...___..__. ___ " , " . I ,., , / . / , , I // ", �,�,/,/ ,,., ? , , "" , � , " , , , , i " , (A I , ", - , Ot-,.'- ... ... - ,,:---- ,,, - ­-, - " __- ____ I ,� �, , ,/ . , . , " 11 i4_ 1 ...... _. _", .)z�� - -1 -, ­'­ __­ " --- - / '. _- -:7-:� -__� --- , ", , , - - �__�,_ _� - _�_ __:: ., ­. . - _. . , , , I , . ". / , / , _:�, - -_ __ - -"", __ ­11 .... .... I I I / ", 11 11 1� . " ,, �",/. " �� " .". ", - ,-, " ­­ _,_...____...__.. ..,--- ... " I , ..". ", 1 I/ e !, � i I � �,-, --- I , - , _­ , - , , --- - - . ....... __ / / / / // // " / I , , .�'�?�-__. _.. .... . ___­ I—— / / '_ ____, ---... .... . . ..... " , ,V 11 11 -1 _ � " i , I " / / " 1 $� , , ­-, , '--' _­,_ __ "' ­­_ ,*"-- _­_, ,-",- ...... / , , , ,- ,�, ") �( , ; 1 . I ! . .- � / / - --- ----,- -_ � 1'� 11 - -- � ­_ _­ -_ / , I I � ,,, � OD � , . .1 I -1, , ___ ___ , I-.-- , , , __­, - ,,, ----__ ---,::- ,�::- ::� ,-::� t ___ 'I-,,,- - '--- ----- --- -----, _,_� _ 1. "-,-. _­­­_ . . . ....... - -...-- __ I / / / / I, , " ,,�� , I. I, i ,, i I ! ; I , 11 , ,,, I " , _11, , - __1 _____ "" -,,,,,---- , - - - _ - ___ / i /* I I, / , , I / .4 11 , ­ __ . _ _,Z� _�_� 1, ., -, ­1 - ,-"-.-" ... � , / 1 \ I I _-, - f ,� , ; zzz ::�___._ -__.1 __ ­ _. - .- _­­.__­'_____._.,_.. . .. ......... 11 / � i / i L ", ___ , / / , - - ­.- ------ ­­1 . ....... I / , , , - - _�, - --___�- -,-- -, , , - � - ___:�Zz� ­_ .1 . ..... ­..._ . . ...... ___.... . ...... 11- . . ..... . . ....... - ... . 1, // IdI . I . .. , . �_.� �- '-,,,��,,,,",,, , _�, - " __1 - ___.�Zz:��_­_ ­7- -� ,� --- ­, - - ­_ " I/ , - � / ,'/' , , � i . I Ili ,_� ____ I ", , , I __ , . � " I I .1 ____ . , - I L" I I . " - -,-,- ---I- - _._ I., . . .� ffl- - I/ I � . ., 1.� , 1, � j N) I/ I/ ,� / _ .,� , - . � " I I I I __ I _... � � " '. , 1 -,, - I 1, " - ",1 -.-- ---.-.- - ,__7=:77==---- I i ,/ " " " , _� I I / 1 i ; , I I " ..,. - -I,,,_ 1� ___ _,__ -,, - _::i�z:��:­___,:_ -.---.. _*_ __ _...__._.__..,__.._ -------�.,-......---......--�-.... , / / 0 - , - - . -_ _-__..... -..-,- ,__...___...._ . . ........ / , " �'. , I I, I /` ", ­_� " ; - "I -'-,. I I "I __,_ - i!:::: _ ... � . .... _ ­1111 . ...... _­­ .... ­ - / , /", ,,�/ /" 4,­1 ; - ,/ // I / / / / i ji � � ! " _y_. .�i. \ '_ 'I,' - I I I I I - ��", I ­- ­­-1- .... .. - .. . �, I .1 1 " / - .� � - * __�� __ � I , __1 '-,-. 1--, I ," _- I .... . ... , I . -- " ___...____..__,___...._ . . .... - I A, I I /, /, / �5 ", / '�/ / I / I � , -1 I ,,- __1 " I � /, .. , �& , ", r 11 , / � ! - ­_ - '_ - .1 11 , " / I 11 " / , -, I A I � . \ ; I "I C" . - / ,,,,,, � , ,­ Z -, -- '---- -: - -- ­ _'__­­_ -_ _____;GW�__ ­__­ ­­ / /X ,�� , "' " E--` . / , � .", 1. I / ..... ... -, "_ , ,� ,� - "--- _­�_ , .1 :�_ ___� , � -'--- ­ ..-. -__...11_­.._...,__ , '__ - - " - '/ - / / ;�� ", ­', -,'---_�',Z.­_-_--­__ - . ..... - � � " -./ I I - ." '__1 _,_1 _­ I,-, " �_,, ` ­ , -_ ` � , // ". __,_,�� �,_ ,-:,> ', -�-- ------" ---,,', --,, --, - - I-,' �_�_�_,_ __ ,7� , / � I" , _. __ �_ I ­11 - � -- . ", " " / I ", _� _, ,­-­,­---__, , 1, �� 7,5() __­ _� 11 , -1 - ____ , " - / "I---- - , "." , , "_ _ ,_ � ___ _.�� , ,� _." I / , , I /��,/ I ---� ­'�' - ___� - - -1 1, I--- _-Z .", �, - ,::�,�� , -�4 - ­ __.....__..._.....__­ I , ; � , , * " _� __�7�� . . ....... .. / � / / / ", / I" I 11 __� -I- -,-- :� - - " , " -- 1'1_�,,__ , - - ,:7 / - , / " . � , , m I i� / I ! i / - I ,,, --",, _ , ­1 _ , " _-__­` . ­ / "' -_ ,---- :­,-------_, - :, - , ­ -,-----, ,-.-, _,���_ - ­­ , ­. i, * , * I 1 , J1, / OD - _­ --- _,_ __� 11 1_� ­_,_ , - ­_ -.,--.- - , I � / ______ -_ - -- - I- ----,,-----,,----- ---�- :,-,.,--":,- -, :::Z��::��:�.-__:�� --,-,--.- ,----- -,-"-,-,--,-"- IF , I, " //' ( - ,/ / "­" : -- ,_--:.-7_�-- � _', � ____ - 1-11 "I -1, ,,, _­ - "-- - , , ,­_� �, --_��- , �,,�_�-,­ 'i�'��___ _�� _z � " , / ___ -1 _`� 1, � ,,--- ---� _----­­_' ­- ---_,:_ "�� ,---.:, ----------- / '' /-- - '­�_-:1__1.__, -_ -1, � -- .-----,' - _---, � "I I'll I/ / / ­_ 1�, �, --­,�� ____ I _� " _,:::::� 1�', � . - , S , / ,,_ 7 ., , -.::.. :__ , "', -.,. " - _- __ W4 -- -1 -- -1 - _ ., - __,>_, ,_� - " - ,--. 11 ", � ____ ,, I ,"I 11 , _,", I , -,-." ", .".. , - -- - 1� ­:._._, " , ", , , _�- -,----,, -, - __ - l, I I , � _�,-� _ - - , - ­ " - - I- - , �� , __­­­:� / /, __ ,'_ __ ,� - - - _,�", �,.� I _::�izl, _:�� - .", , - , � / 1, _-­�.��-_ ___ , -I- � - " --- - , ------- -,-- - ---, � , i - � / � - - � - 1--, _�', _" ",_11 �, , .. , � - ,,, - ____ _� �:,__ - �.__., - , /, 'i " / I "I � ___ __ -1 :z_,:,, I , , I / i , ( I \ , / ,/ - I , I __,-, - - ­ _:::�� -,. , '\ � -"- ,� -­ ­_ --, - --,,,_ '1__1'__,_1'_�', : _7 �i�! - - __._ / " 4,� / / i , \ � ___ _.- I/ z� _ / "_, -,--, \ -, I--- -­ -, - , ,_ � ,______�_ --.--- �_ , - -- -, -�_ . _-, _ , . .111" ., , "?i',�,' I -1 .1/ __,", ,�,,,, "-: - I I - ____1_1 -, - ,_ - _ __ .- .. �,<,.,_----- '. - ___1 : ::::� - ", , � . I Z, ,,-, _', ,- - J i � __,�__ --\z / / I/ , ,-,- __ �,­_,__ __ ,_­ _-, ---�,-­-�:,_,- --,---- ------I .11 �__�__ - I '---,- --:-- - ,� � -, - Z�__ � � i Z ,/ / ___� �1_ __ I ___� -1-_ __", _-, -1-:7. - - -.,.-: 11 '.11 - - ,,, " __:� � ,,, :��_, - ,, , , ___,� � / '_ " , , / , � , , �,/` _,", / � . . ,,--, - .. . ;�O­,' _,­ ", - �,. , , � � /... "'I/ /� ,�1_1' I / / , , � ; , , I 11 , -1-1 " ,. ., / �__ // "I 1/ � - / " , I . ,-__rVCM&�I%_401 � ­,_---, - -,-, , -, -_ -_ - "- " , , � / / � ­_� 1, 11,_ I-, - , t ­__ _�__-__-__-_..... _____�_,, I � ., / � z /` , i : � 0) - '_1' ::� -,-,----- - I - .-.-..-.,-. 0 __�_ �'­,'/, , , - / I I-, ___� . -1 - - _,��,, _-, - __ --- "k , -_ --- - -_ - � � I -11, - --, ___ _­ IJ � - - - � , ---- .---.-------- --.-..- _.,_.,_.._,._.__._ - __ - - — — — __ , ,- -/ � ,­ /, � i � - - I 1, ,-, _-, 0 1 "' 'mw _�� -< - -1 ,:_ -, - -- ­ 7 . 7 --I'- 1� Z .11, � I " . -WE LID 17 - .- :�� - ­1 � , , __ ", 1, __ ,-,-.- .-..- _.. - - --- -- - --- ­­­ -- ­ ­- . , ..�� '1/1x A "", I , � __ � ,_ _______�,,.­__ '_'� ': -1 1--.""711 ­___.__-.1___ .-- :=­­ - '_­�::_ _-.7-.- . '--.- P �, 11�. , "., . -- "I , - I I I __� ,:Z-___<_,�� ­_, _� -, :-- - _­, I Jim I "A/ 11� "A 4� 4. 1� �1' L' '� 11 I - -_ ___ __ ____ -- ---- - ­­ ,_ - I 6 __� `Z�_ -, -,- __1_: ___ , ,:,.----,'---'--.�--.---.---.- ��—­`. .=:-_­­­_�� !::-_7__� -----.----.-,-, - - . .. . ..... .. - — - ----- I � � \1 � � � I " - I -, ___ -"-I- ,..-.-I.- � ,. - ___�:___ - - , - ____�:�,­_-_ . ___: �,, Z I . � � � b � " � ___ --,. , �, _.- " ---.. ,,, , , ,� /1�1 1',,�� "" " _­_ _ -, -_ --- ."' ___��­___ , ,_ ---- " --, ---- _. , .---�� ---.. - Z Z i '. � ,� ,�,� 1 � � , , I I- - __� , I / /., --- _', ��,�� — —,, - ,_ I " �� -2 EN C :�� I i I " ,�: —,, —'-, --- __---ZZ — �_____ I I , — `___­ ___ --.-- `-,,,-,��--___--_, _­ , — ,�� , , I--- — ­90— c�,,�11"' .1 . 1, !� , \ 0 I ,�x — — "', I . ­`,_._,._-­_. �' ----" -, ,� - --- ---�-,:�---�_ ------- � -------,,--,/-, , - -, "",_­ .- ,,,,, , — I I _�� , __ _� _, ______, - , ­_ , - �, -"-'--' __---��-­-___­----_,::7- - __Z�� -------a_ L_ / / — ___/' , .,�,� , - ---- � __ __ _'_ I ;7t_'�� - 'I-- � ---:, __ " � I �, __ :Z_ '. _ - , �7 -...-.- H - / ," '11 "" ,---- . -,I,::, �_ '­ - ", -'- ----., __11 I\ __V 1: / " """" ----,--,N-,----- I ,.___1 - ____ I t, _� _.- ,.,. I � ; , ______1' ,� " "::--- ___- - - � , -, -',,,, - / ", ­ ,�,_, -, -.,------, 1, ---" -.-.-- ��' __ - _ - -- - _.z� - , __ , \ I 11 11 "__� ,,-"-_� �, \ __ ___ , � ____ .­­ ___ _lfA_ - - - - - -1-1 -1- -1- - - __ ___�____� _. _____150_ /' ,-/ Ni L" --,____, ) / - \ - _-, "" _­1 ______ - -, , - ___� , 1, ,,, - -,�: ,--,,, --,, . - I 1W �", , � � �, J 'I, I i - - "I'll- ­­ ­__-__._.._­­._ . . . ... ..... . . .. ....... —_ " '11v�, �W "" I, " I � I A ­ I �11 , . I _ - - - - _,_­ , I , __ ----.--.-.---- -__ _____�7_ -::- ---- --.-- - --- --- ,-"- - - . ... ..... ___ _­_­.. _______ - " I : , � ,I � �, I f _-, " / - � " __,\1 � - 1, 1_' - _ ,,,, ___ ". V49 - ---,- --,,.- __-:77�7-L::Z! . ___�, " . .\ �� __,", ____ A "" I -_ I - , 1­ ,_ "." ____ , , . __ , � , ,, ­�­ �_ ___ __ 1'_i�,11­1_ _:1 / I-- _. - ­.__', _ F "�� � , i�� "" , '. /I. , / A , '_ 1� 11 \-\ ", I ___ � 11 ___ I- -1, - --- ­ ­__ ­­­_ -.,-- _......___._111 � , , . � I , -1 __ -,------ --.-- _. - -,-.- _1___+ '., , ,\ � "", / , , "'� ",_ "A / ! �\ , -, " �� \ �, - ­,� "'o, _.. -��-, -- , 1--, ____ �_�:�:�_____- ___ - ­_ _", , 1. "--molm I - :�­_ I _ -, ___ '�" ' , . "/", /--, ,, !\�) I , I - ��_­ _�_ -_ 1h --_ _. - -_ ­.- I I ""I ""I " -,-,-, � "----- -"-I,- -.--.. -,---,-''-- _ � _ __'. ___,.._...._ -....:7 ­ ,MMO��*v -, " , ", . ,,,,, 11 � 'I I\j -.-.--,- I'-- __ _'_ "-,- t:�, - , -,. ­­ ---�_$T \ , '\ ___ _. -, ___ -,--- -, - ` I,- " "" Z -_ ,',,-�-,,:��- --- ­�� --.,---- -----------------,--,--------"-.--,---:,- __ '46 '' '�\ 11, , I " / / // / � I- -,-'-\ ___ -, ___ __ -,----- , -, ." --, - --- 'M - (j8"S!___1*, ,� -. __ - ___ ­­ ---. ,__ ____1 __ /"Z /­` /I I--" 1�_" -1 ,---. �_,_ ,_----�-:__-_,_----1 11 - - ��,�_­,_ ----,,,,-,,,- -,,--- .1 , , 11 I., ! ,."�, / ,,,----:,,, �� ____ ,"I - -- ,!',�, ���. ", ­�__ - ,�. " " ., "" , -, , ______._.__, ._,_� ___ IZ11-, ____ , "": - "_ - I -, - -_ ____F _._'_� / 11 .1 / /I , .11"'-" I/ ,-5- _�_ , .:V,,,, - .. --" '_ 1!_---­�-::, , , ,,, ", / 1-11, _,� __ .�__�-.--,­­ - , - ,-::7 __.- __ _ , . -, � \ ___, I -,// ,�', .-...--..,--- _', f __ k \ / � 19-16- AC-9110 ___ - _­ "", - 1Z �11 ­_ _.'_.::� - I-, - - ___. � ....... _­ I '.. - --PORD E�� .' - "�:�",/ X, "", ! � 11 A I t, / ��,� 11 � " / _­ / - -, _____ C . A --a-*- Arl. ..5DR--M _9D ,,, .1 ___1 - -.,- __ ___: , ­­...1- , " �\ / --- "", --- -__ ___ ­­­1.1- , I - �, "", � � � / 11 -.I--'-- �__, , BIRP � "" - - � -..-- _ I I ,-."--' __­ -_ - I" --.-- _­-, ­__ " - , _,:��___. - ---,,, - _ - � ".­:­.-----_-,_.:::7 __ - __ I __,_­_,_11_.___-_-__.__.1 .... . _._._:,, W,qO* �' f, / " �' 1� "" / � % N\ � "I - _, .. , � , - 1__ . � � ,�,, _x / / , � "I x \ i / 11. .11 _!� -___ ­ _TYPE 2­;;4-­­-­,___ ___ . ....... - __­_ 11" I I .. i / / I "I //_1_` / � ", - - � �� LID -.-,,,,, ---- _Z __ Z ,.x ""', ___ ___11,�� , "I - - - ,-,,,----- :�� ------- __ :.7--�:!:::­- ' G% Y',OTHEA;(5)- ", � / / I ____ """ I _.- __1 "" Z---��7­�-',_Zj ,-- , _ - _­ ­_, , \ I , � , � � - 14 11IOE-L , " , / -, __ "", 11 SIRD-Q ,@,-- - -,-- -, I- _--_____:::-!�, -, "' -, .�___��<,­:" --' / . "/ I , __�,, �, ,,, ____ � -----Z� __��,­ - ,_W Z - - ­__­,_-__.1______._._._ �,,,,",, '-,,,, ", �, Z ,I/ /// ., " -I' ,.,. ;_��_� \ , -` - I "I � / 99,-� 52(18,1194 - __ ­ . I - ID G LID Z I � . "_­_.1 - _:� --A ­ , " �, I Z � ,,, I" \ � . ,,�\ S �11, � � I I /r/ /-� �,,� 11 I 1___. 0 . _� 1-11, " ", 11, � _ - " ------ ___,_,­--­-----­ .,,�q �':V le' , - 0�'&a -,---,-- - ,-,` "", ,��,--�,-_ - ,--- 11 - -�_­ I / / /11 ____ _1 I '99. - I - ,_ _ - ­ _X_�` r. .. ..... 11 ......... V., ... I.- ......... T .......... .......... ; , - , W���_ ,___ _­.- , � 11 I / / ___ I � \\ I -, 9 -.51", � x : I ; I i : .... - " / 11 � I 11 � 1) � 'AQVIIII.. . : .__._� .." -E -el7m....1 __­ _,_1__­_-_1-____1-__ ... . .... ....... __ ��­ -, x .,, Z ,. / "" -_ , : I : : 11", -,, ,-, ,___ /, / Z -.—"' l" /I __­1 16`-PV� SDR-35 x;, -, : : - " ____11 _,� ,�, : � - -4 :,.-.. - 11 /,. , -- _­ \1 \, ) � L-.--. , 1�' 1, 1. ': ""I," 11�, - _­_­_.__._._. - , - I . I" - �, ,,�___ / , 'I,' / Z �,x "I " , � ,11 -, - � I : _­_ �\� _.__,___._ ___ __________,...__ 1___1 -1 , , ., ��x �/j i �_l I '__ - -I' I ­- - � . , - ", , , / \ 11 : ; , ,-"-- , ___ - , I , --.,- "_j i , � 2 ­­ __Uff : r � : - `�_ ��_ , Z ,- \ \ : ­­­----- - _­__.__ ­-, ___' ­­ , "" ­ \ I/ . _­>, ,Z �./". I 0- --,-.- _.____­1-_' 1-1 - ­., I :,,, : I 11-11 1��, -",- '-- '_ZZNI��,�-�_­ -,-- __ -.-,..,-- ____'_­, " -,,,' "I, __,�,�z '' �'11 ,/ _� I-,", lel , \ \ \ - � /� 1 1 I 1� ) I "I - - __ - , Z � "', -,Z�, ,,,, -, -, _ ,�', ,", _'. 11 / 11, _� -;:� �\ - - __ ----_,___ -1 - '--- -1 --;�,�,��_ , . , , - - '--,- ---------__, ­1-.-­­­--­-_____. - _,", - - \ \ , - / wi-;­-�r , 11Z i : � : I � - (�) ��,/ - _�' I � 'I" _ -,- , �-"\ / 11. 105. � 9 . ......... y ......... "" ,,,,,, ­- -_,�� -.---,.- - I ,-,-,--"-.--,. _____ "" .. � , " / 4 "I ___­ if ­­` ' " 1- ��_ \� , " / �� �� , ___­ ". -.- I N)'' I , " " ,� i� ­.- --, ____ - t "I ,,� I" � - , .. I ", ......... I - ­ :. i ­_ -"-.-.�,��..-�----..,---,.--,.----', �., I , 11" �, � \ ---.-, I / /I I 11` , ' Itt ", ,-;,l I _"�1_'_'1_ �Wj __-_ . _. -1 / I N , 1-1 � ��� 7 /1, / I � � % LF so -I-E " �� � �� � _­_\ qPV1b=)W_A0r1 - " �' ,2, --I__.. . - , I ...... --...- - � -11 ", \ , 7 " I . I "' 11 _� '___1 _:�� 1` V ,__el - � / / OMM// ),:,.- I I" , - . . . ..... ­.1 %, _�,, _,1. , �� z�_�__-­, �'\,_ __1 ... . .. 11_ - - " , � '. _L'� -_ / Y I 1 � &:� - ,", _" 1, -1, -_ _ - __ _...'_.- - _. - -- , 11 I ­_ ­ , 1 1 / I ... PVC MR- ­_ ­71 ­ .1 �', - _.��I__,____ ,__11 _;;O' 7 . __�7 � , I � �d _20-1F 18" - .-,.-.- - -- __ , __ , ,_,�_�_ � Z �X' 11 , �1, , " - ___ _ -::Z- _., _. � , " , . : � , i , ", s � _\ ,/ Q/ -_2 35 SD- -_ 11 , \\_,____..__-,_�,� I R I , , . 1,9 / ,z - I , Z1_ - Ix "', _` Z /-_--_"�--`\. -__ 4"& `,_ - - _,___,__.______,_......__ _. ,Z `�� : I \\ \, -1 - - " � I , ". " /11 A4. - , It , // ...... -.11 - __�=!!TT _.. " 36-, A"__O� - ­1 --' _` , t, �'l � I I , - -11 I I 4 __ / /. - . ; -- ­_ : �-_ ­ � (4"% I-,- .Z/ I 10 �7 /' I : . i ; - 1__<^� - _� - " I : I ---.. . . : ___ : i I ; _­ : ___ : I � - - " - / 11 i � - , C) I I - .,�-­T­ � \ : I- : : : - _-, - " - : - 11 . � I , I - I--, : �_: I _,_ __ __ _1-::�� L_ �'z --.---- * I—- ..--,. �­ - "" �_ __ 'Ir �, , : - ---,.:, I, �_-� \ V 'I \1b . , : : : ..._-_­____ 11 x - �� \ , � � I ,��' -,- �', � - ___ . ......... ... ________________1� ­1 : - - ­_­ ___F ___�., \ , . / 1 ---,.7.-- -____. - __� ­_� , ; " -.-- ___ - - , - d \ -.-r---" i '4 ,� ,�, " i 1A i'l I _ a- ,_ -::,- - "'." ---.-.- r , x - - r ----, __ -1 "I . ; �--� I , \� 2; 1 N I " __ - X % - - __ - - " , I \ \� ,;ji - . ,_ �,,­ -49 & L F (C _:_:� - - .� :�: - ��_� "_� 0 _� / 1 I , I / ,:= - --- - �,-;­;�­ . �11` Z �, 'B!!-'P '­__'SDR-,W_)SD�4_ �,�,� \ , ,\�,\� / ,---..- _��__ 1, I'll - -,-" / 1 \ / � _�:�� _______­­ _­ , - __t11�1 --"-, - I-- , , , - __----r , ' - '� -, , � ,4 1 ­ -.-, ; : : - ­ � ­­­_ - - ��_, x \ \ ,<� ,� : �\ �, \ � ,. : . I 11 ,Z­­7 ZZZ�_ :��_ " I : i ::�,__ ��___ � _,� -,;) k , -,,,� . _� - ----- - 1__,= ; _7" — , __j - , : ___. ____ _.- ,-� � ��.'11 '--., -\ I , /I . ,_ ; : __ . .1.. _�__ ­�_ - /0. , 0 k", , - , i :_1 , \ I- I %,,, _�� / ,6 bt '­," ""', ; ::::� -.-,7_----_.1 - ----- \ "I .. - : \ : � - :��___X�0__.._ � : \ rFR � I ----� � , \1 � ) If/ "' E X - 1 -.-,- __ __,__�� �__ -I--, - - I =' __z __ - I ___� - _.� - '�'l N_ - __ -, - .. 1. )--- __ _­­ � , ___ 't � 11 - ,.\ i , rr -- - .­_.- ,lc� \ -,, I \ t F, " _,,=-� \ ,_ __4 � - - , � I __ --- - � I , \, , Z�__ - - \ I I , I : � - I . ,� \-& ,/1 '. I / -- �- ::� . _� ,�! - ;oe -"�::,_� � I \'\ ��,"_ _- I , I //� , r / //` I - ____ ! ,� - 4 - 6; -, : � I- . I /� � / �,­ I _ -,-,- -j-, -, \ F �'11 " - _ L._ - -I- _ , : , �.�__::::�a .- :\ ,�, : ,,� E , W\, -, " ''I .-4 .q. ///� 1"/ / 1� / , I I / 0 - '�,, / f __ , \-. ,_�� I "" ................. - _1_______-� -_ --- ­1 . . ..... - �, . I If �,,, , � I . I : 11�\ I --- � : , : , j\ , "I , / I , - '��11 I I , ­�, : : : , \\ - , _­ : - : �, - �- - --- .11 � . : I : , / -, " , \ " .. - . f I / \1 - I " � . : - 11 " x � . , : : ................... . I .. ... � --------------------- _­____1__-Z�_", \ 11 .1 I � � ­_ : -- I --,�. __ -, __ \ �,, -_ , � , \ I I)i��'_?.�� - / �\� "', /i�� / , � I : -_ : "", -- -, ­.. : ... I 11. . ­ : - ,`�__.__�__ j — I I ... ­11__�_ 'Z- __ - � , \ 'i 1� .. 1_�, : \ , : I - __1!!kF --- i �, — Z __� ---- - __ W/SOLID LOCKING LID ! -1. _. _� . I : I ; : I I � : I : � -,-,-,- / I - ! I IIIIIIIIIIIII i �" qwl�, , / , / / "", ...... / ............ : _. : t - - �_ _-__��.. _21- I _ --,. , I,--- I - , , '' , , 1� a @ � .............. -1 ,, /, �i, -i ­­11 � ,-, I NEW SDMH. TYPE 2-48 __�w \� I , i �, [, j " I \ ........ I / 1, - , \; i \ \ �, I /'/"-` """' I 1� - - : _��_;_tt`�< -1 : ,--- __1 \ � - , : I ,,, x \ , / " __-, ) I I ; ; __.�--/', ,,,.--. ,5, I/ ,� - - I, .��, --------- � I I ,� I 3,-9,9.07 t _ � ::�.� ---,. U, ;� I " A- I ' - — - - : 8i I I . ---�__ , il , � I .- �, \ i ,�___Tyv` I 11 . �, I � , --m � '1111- I I I . � � .- ­ i [ LOL ____L --, a - _, ____�_! " - I � � I - - - - - - ,. _,� ____: V%' I /,, V! / - _ti 1 r, / ,11.1, .................... : ,----,-- E i ". , 1 - I I / __ : Ir - � . , . . " --,-,--- _____ _ ---, --I � " ; I = IN) 5" ____­1 - -- I .�', A4, I / I \ � 1� I i -, I - _____ 11 "I, : SW) / -, I IIIIIIIIIII 0 1 --------- ; — __ "' , I A 1 1 \' ----� // . l - : � I . `1 -I' , � / , . .......... - It , 2.77(15-E) : . , __,_-___.______, ) \ I ... "I \ , ,_ I ��;, I O� I . .37115 , � __ , , , _1� / : ............... ­.. i - , � , , , .". , , i I", ., / � -1", I ! 1 IL� E 11 - I .�,.� .,-,.., , ----I- _1_/ 11 ,�', — : 94.00 �O : : I/ � �.­,__ . I ",x I / _/ i\ \ ", , � � �, I ­­- / : � - - ­111"...-I, . __ " I-' ,� -1 . � _____ - -1- -,-, _�_� __ ., I I ., _____ . / .................... — ; .._­1..­­. I - ; � -_ _. - ­_ -_ ­-­ I—- --- _ - "', i � � -1� \ __', � _y .:"\ ; I I " / : i ___._­ - - -------. " od, ,___ 1�11 '111�, / .- �1\ \ I" \ .- I , I I / I El , 11 ""' t I � �, �� I 1. ,` . ­.­ ok : __ I , I / / ox, I , / _______f__ ,� 1 /xI/x/ , 1 4 � t � � 1 " _F -, � " I __ - - //// / / _�_ -, / "*,./ 'r, , , I � I' ____ \N 11 , r/,� / / - ,,x I Ili .... : I- 11 �\ �, , ,�,j �) 1�\ , , , \ . ........ -­-411 -?,�,, INGV ­� i __ � . �, 1V , / 1 --:---__,4._.___ C � � " / � : Z , / /­ � M � � ­,\ / , / 1/-/'/-'1// / ­­­­­ ........ x , - 1, , "'ji �.�Ili ( .. " I I , !I �37 \,A , I 1/'AITURE BUILDING 'C' _11--==� I--- � BUILD ; ----,.- _��_,:�_' _' 1__� 1'1�1 ,,"',/ ',�` '?W I 'I, I a � 1� \.,,I 1� I .x / — _.__ : : � 1__� ,,__1 j , , � ____...­1_ : : I — I , I I \ \ . , ",/,. ,/ / __ - 1, �; -,-\ I � � ,��`, ",It � ­ � _. I , � --___.­�� _��-­­-­- _.._­-1,,92--- - ­"" "" ___1 ,�", ,�11 /1' TT .� ,� 1� ..�. ,- ,/ , 11 , . ) , 0 \ ,\. �- I �, � FF-104.0 .-.------.-. "I . .... I ........ I ...... ­­__� � I -100.0 : ___� " I \\ \ � : t I ____­ : � : \ 1, : � ,q I � 1, __ : : � - , I - , , -,- . __ ,�'11 "� I �. r", --�,/" 11 ­7 � 11 FF "I " "" � 1 1 � 1\ ,, \ ,/ ,T / .............. ... ­ - F. 111-111--11111 ...... . . ....... 1111­­ I � ,t�� �, J� // -,-,-, : 1_____j ......... �­ -_� __ _. __�(_. ___ ," �", ,�__,'­` I / � If �b_­ � -.1'. � - .1 I --- -.-- _ .. . ....... __1 i 171.9 � . 1, 1, \ . /11 I/ , I I \ "" `.�._j ­­7., ��-_.__14__� - -- ­- _j / — : .__ ,_ __ - � 1: 1111,_', '% . , / /�\, 4_11_1",__________1 --- _____­ ... x .. ...... . , ;� ­­ - � /I � , , I , I 1�' "I", 11 \ f � I / \ I . __. ��A / ., i � � r , I'-, 11 /�/ , \ ­... ,� ....__._:=4j__. - " : f I , , 1�el. � \ I I .� - �):M� ­_, - -, �_ - , . ____. Pk - ­­­ ... 1­1 ", .1, " I% - ;� 11�1 11 " ll .1 �\ . I : l __� . . " ','� / . - 11",,( I ; I -.---.-- ­--­`-------­ 77 -,,� I - : �_ � ,__ . . I ... � . - �, / " -/ , ­_-, _.- Z ....,.".1 " I . �, I , - - , Ff-?_,__Rkq1 �. � .- - �. � I.. ..7. <:`., __,� 1, 11 , , , / . ,_ L__, __ — - , - _,,� — - i I � � I � .�. .. : - , 0 � . . �. , � I "I - - 1, , 1 I\\ I . � \ 11 I �' $1, ! __ ----. " ill �, ___----­ I... .............. - 1��- ��35SD. a - . MMBULP"M 'A ­ � IX , : i �� � ­. ­­7 !,:. 1 : , I � � . .. � � . ., � - ------- - I � 111-1111111­111-11.'. . e . .... � I.. - - ��­'.. , , 7, , . � ... . .. � j. I - I., - '­� . � - _� ,. _ . .. . ____ �,,',­­ .:�,._� ,.-,!*I. � �, :::� I � � i if IN\ .... � . - * � � , _ � -_ I --;, I . _ /""/ ,�", - - � ---- �_ 2. 2 , _X.. I � o: � �.. . . _�,, .. ""I -­, � P �`.,/ / . J, I q i I __ ........ I—. 11 ....... � ............ " ............ - —I '. �,_" - 2*62 � ,____ ..... � .... � � - . - , , . . _­1 "Ill ... ,_�T t �,� ___ ::: " , / / I , "_�, - . ��:.��:�. __ I -, �. .1 '. � ) 71 1 ---I,- � -"----- __­ — . Go----" ___ - - ­--�- I a � . . -_ __ - - �el?` �`_�, ­1 . ___' T,., I � / ! I I 11", ... . . � NEW CB, TYPE 1 j_ ­,,___� �, i r - � ... �..., _ " . IQ" 11 � � : � I __ I I -1 . _ .1 � � . ..; . . I--, 1� ��­­, wl��. I ___�� " �/ - ; . , I "�_, _M�&l, 11 . . 00 ,. . I 0 _,�__ r-W/STANDARD- -13PAR�­ �x I -_ __11 _-- - -_ ____ , ". � , " . ...�..---L,,:� .. - >�' , -, "'.1 'Y' i , � i ji V\ \-, t t ! i I f _ I - - _-, I _.__,­;�� � . 'f // I " I: , , . ,", . . _ ... . 11 , ...... I ............. : - - ____ 11 . .1.. , ". - 1'. --�� -, ,,- "_� . - _.­ .. W -�-� . I I , I __�, I ___._,a_ __­� _�____L;l ------ - � .." . :, � . � :� - ­ - -, I -, W FFE97 ', ; I � I D .59 ' -`,' - - � - -, � � _ ,... ,. . I . � �� .:.'..­ "".1 - __-_ ­ I -,% �1. 80. Imov - I I : R � — ­­----��_-_=__�- , . , ­!�­.. .1. -Fr,01, : I ..... . Ej= IQQ2�67! .-,,,I- I - _�, ______�__ 2 __ _= .- I - I 1�­7­��' / , 1 3 , . . : I - _= _4�, '. .. . " ,:-, ;'<; I -& � - � I ; .1 ­ft�_ f =- '��t­­. �_�V 11�� .. . . ...... I — . , A � .. , Z , NO SEN _1WH. " 2 1 � �,__ �` ---- j, � _j \i , i - - __ �­_ , _: : i _�___� - .1 , ': � ,; �_. � . __�. I I / � .................. 11,11,11, I 93 _ 4.0' (tk-N'I-- i__1.._._ - -, - �. :: .1 r � -11 . � . . - :Z-1 H. TiOE 2-4- ,,` - : . 0 ­ , ff ­?= � � -1. _," %� .... . �.M­P�­ . .. 1?!�� ... ; ­1 _­� �_' " �,F Wp 'LID9*LOCKING I 1­1 - � - � � . . _ .4. � 1� � I 11 : a .... -_ � 50 �JID " 'i 1 i - : : � I = .--.I'.-- ­ W/SOLID LC . ­!� 1 ,-, " , � - - f . - , �.. , ING LID �,�,, - � I ._W 9 , T � . I � , ! / , , . 4 �_ ,_ - M.-TTYM 1 ,:7_..--4 1 I � ! �, ... C : : � - � �+_ , f: -:f _:=� ­ I... . -�-_�_­ . -, ,,,/ ,7>5,1 - : I I ; \ - D GRATE : L : t I i . . .1 / 1 f i .1 �1, P t ' I 1___\ ,­�-Ww- : " 7 ___T , - - - � — — '�T .......... ! .............. 1�i,.-'�,-­-,-,:­-,.­ , il I . I NLET- - ..­ .. ` - I .... , - 7t -_ : _. .. � i. , !.. 1 . , __", , , __� I ! : i . .. .� . . .�. I - . . RIM ­11 __ I - : i � � . .. .. .. .1 _­­ ,� : : � : � � I \ i i � i � :�., - - )?, . � - - .01 - : FANDAR i . 4­1 � : i J, / : I � , : � 'i.. . ". �.. , ..'�: - -., � __. ... - B" N I I if i � / I �� : YW7r r , � ,� i . ,�� / ___ : , 99 / � . . .1. �, . �> � '�M .W' - 9 : ........... i ........... : .'fg x 94.04 1 ; , ""'. "' ....................... 7 ......... -191 I : � --- 4 ---- - --- - - � : : :�,,� �t-�Q#&-O/(/8"E) '..", : .` KIM 'IE!=8& \ : _. I i _,", � �", � : : .. " , .- �:- __�,_-_,_-_� - - .1. L-),� i I 3PS"N) 88.26.(4e ,. , '/ � I -, 1� I : � I : ; :,�' ,� '. W) /' , . I - I �, 1� I " � ,� I I - - --- ---- \1 - / RI . "V.�,!!.;2SI1(j2-"`S) I � I 0�-� / I - I/ _� - , ,,,, / / . __ _. - ) I � � �,�\ - : __'��.___ -"-.-.,-,.. ------. IE .$102 11 L_ _­_� t I I a � . - � . - - , I __j_ __ __11 ,. I I "" j�, . . / // il L --.--- -��:.�� ... .... :�:_�:.­ - ­ -.T---, ,­­ ,. � �� I I ­­ .- - '. � /,/ � ­._,�, `, . __� / � : Lk '11,4L, .t T __�, : -­� ,;Z� , -11 - - A . / I 1 \ L _1- : \\ f I _­� �' 11 t � . P %%j I __ / X4 , � " - : I _... - - I - - =___ - - - 1\1 \ _` — T?- I I I " � . �� �- __ ,.,-.- _. � . .. . - ­,�, / . . , - I , - , .'' [ I ? ........ .............. ..... .... : ......... - 111__111__._1 11_111111111-1__ 9 : . - % l / :1 , I 1��, � i , ,; // , 3CELMILM ­�=_­=- I -"-#--- =�---r.11_ " 1 4N � Z ., , ", I I / 1: - ' , * 8 I I f - I - , 'r, IM, L� �_4 _2�AN .... . it.: I I -_ � low 6-ExML= ____________� �__ --"-... - , , I/ .1 [ � j / I I I/ � � \ �, . \ - " V, : I TYPE 1__' �_ : : 'gh-­-....� . .. . . ......... pbK" %F 1K_ . 11\ , __ I .� . ,x_ - ­­ I . , , '_ : t %~LANL_1 1�_= - Ak_:�. I .�_ III_ - I i � p SDMK " -, - - /, I", _La'11- Is- - _��,_,L , . . '_ - o 11 /I .. . � " " � ";��', � IE=94.6'W/ TAIL SHT. - - - , --- I ... 1, � I ---- - -- P LE. =82.P -PR DE : : / - - . �­ V ". 1 , : ID --PLU9 ­­­-� . : rtK DETAL SHT. C4) i ___ . . V - f � '_� __ 1*1� 6" .P1X\;J"=03,4 42 C,q ; � X / E. LOCK� 1416 1 -'- " I/ 11 :� 1t, . ( . I ING LID I — L__ , k ,\ , ", / I I _� In SLA . , �� _ I" I ( I : .. I � ___F - : I i � - - ,,--,,,.,,,.,, ..... �� - ----- - I i A_t___,��__ : t I . . I 1_,__� : ! . ts, , . �x I- � � ... � I __ � .. � l dn I f =.- V, X DI*"iri Z I � : � i , , \ H I , k : 4 : -a, - i o _=_T_� I , I a ; i " i � '��_ .,., M:1 - : : � : �;, ­__ - % [ . . . : ; �� , "\, �-� .", � \�,,, '\., : 98.08): 991 U . � F----1 - i - �_ �,��, " � , , \, . ::t � 1 , . 7 . I i I J, / I ; .......... ........... \ N - I I - L : , . �� , , � � ,SD "I _rD r- � x : I I � " � , , , � \ "I n ,�,� , � _Z_ 14i.. " ' I ; I ____J .-- — .—t— __T�: I ; I I � i / , � T ] 111 — �"__ '; � .12 - , �3.� SV4�0 i ­1 : F , I : � , / IM10 � ! : i t � i I : � �:,� ---"I- - ,,, I o � 11 I ; - : Aw'f 1 ` I - : I - - I I I � ! 1 - --r-j - - ,�---- I ,� �.� , x I "� -�, L ; �, W 2- AIIII-e- I I/ � ��11 I // , \ � I - - . -_ �, : I ,� . � � -�-�T- 1'. j ,� " , / \ - \ . I - '\N , 7�t_7�_= . \ 0 . � ""I ./ , : +,�-_I'_� I 1 7 X� i ­-�7��+­-t--.- _­ i , . 4 ,I "I-- _� H ___L1____ i _L "t"_-I�__ - , - ,, = ��",e_-,7�-- - , � ." , 4 � -.;.,- - 1 22-2 / ll " --------- 1\1, I � � - � , ,--- 4,b�,�\,,� : _", , � ,"', . - -I-, �, �.: 1_: �", � . - _\_ - ___L - __­ �� :; � �_ .111.1.1 'e _%. �\ -,��__.__­­_ ____�_ ____ 2.3 0 '. .. -1 I � . " \ &:�;=_ �_�_ 4 `\ , 'LLL ....... :�� , , , .__� \� " -,-, � ", 11 L*k - ---- T ---- J__.,_.1___] _.__1 ---- I I i I _ _ ... _ - I -1 �.-, �'�� . ..... I_- _ I I , I ,7.i- _� , - ,7L�. .,,:: T - ; / A, _,_�, `l�x ;1:2; _­�­' , I �, �. - . , - - - n t, ! �� _ ......... . -11 I . ... - ... �� %.::: � ,:-,,,:: _1_"` �M=� - I . ...... �i�,�_= �_: .. � � '. , 11 I - � I. x ��U�i� �: � � ... �� �­: . i 11 ::: :­­ EUWN � Nwaaft" 1�­ - -­ - - . " - __ — : . � , , , I , I :- 111- � ... - - ", " I.: I ... MX: . . , �:L: . . " ::S� - - - — i'� ­.. '.. � : ... ­­ N.'i, �N:: .. . � :�� :;: � ` �� M��: "" ... � ... � ` ...... , - " I � , i:: ..­ , M!, I Sl��' , im �_ 7 t��� ....-.::; ; I ... 11 N1j!,,,.` ....."I 1. % . I I - i ! 1.___­_­­ ..... I : 11. , . - �,___=__ - RM 111,11 , I , I , .1. ,_ , - T40 59"W . _. - - ,,�.�:W�i�1�111* . : Xl :11 �_ 4W 167 ___ I � - - _,"', � ���,,..-',�:����,7*.�:iliil,.�ii� 1 ; ,# .�. .. . . � I __ - -g'g.-, ��; " ­ ,: . I - � � ....... - - . IF - �E�U! , . 4): , � � .. �, \1! - - � Q - F ­ __ __ . � 11 . . . . . . . .�:; i 4 " , \ I ­X ..-��o I � � !: � An M; �, - �,:� . . .1 1j_ — - i I - I *..n.;.� . � I I \ . . � I , � - �.� / . - "M _*C -'��- li.,.-" iw ��:, ..� , 1, '11 .., I 1 !!7 , -11 11 �� I . \ � I I - ,'...�__.. `111 ) i 'M ---Z-4 1'.." L211 IIIIIIIIII!IIIIIIIIIIIIIIII111 1-111.1 , I M 2 A,�' E20ift,l 2"� , i , i � .. __?_ � LF i� � . .. __-_._-_'__­­-._ -7 .... , � I �. �,, . I " % 17- , � A 4�r 77 Z \ ­'�, ..... ­111. .. : .. � __ - /.. - .. I'Npr. 11 � � : T !_ ., - " I ', , " : j _� --- . .............. , -1 - - --- 1. I lt� , / I I " - . . :. .Ix t : i \ -7 - . . : - - I '! 0 - ��`�-� -I- - .... � ­ , n. 14-L--f:_ I ::�...X: I _�. I ) �",T,.;, � , .y. .'...'r , , .,- --!,�, - 11 _+ ".-,:-r # I -7- .0 -1 -F __ ) , . 00-5 * �: " -I- L .-.,-. ___ I , , �_ - 1 1197' %_1j1j ,�U W T , _-__ _. __ -7. JEAWL "_�Pvc ) i,.� - _._­­ __ i I ii 11 .. - - "" 14 Tr - ! * . - . / -r,-,-- ­ � I . . . I i I . DR-35 ,�_11'1.1` W-7 I � 1,1 -A �-I' # ! / 1- ! /,;I I \ ,5 1__'t_ :::::: . I . i -1 - iM2 7 � _+ _t - -6 - t - t8ts .4- - - :.:.:::: t t 11 I , r F, , - I � 11 I\ �, I - \; I ` �_" t ul.i..., � I �-�' I I i -, 11 . ......... ­ I _ ? � I � ''.. �11� � ... I ­ - � . . _. --- 1: lc�.`Ei 'T . .-t- , ­ � _ -) 1 _7 . I . . .. ­ . C"'\ � NEW ASPHALT PAV6kiN -----%Ii- " - , - 47� , � ,1 , . �O - � I , � /� I � I , I / ____�� \ T" . I �, T, SW38*0 11� .1 1� � / � ,� i I \ . I LF 1 On _P.V so-111.111- -2 1" �_ ,,, 14 .1 . _) C4 - MA[MAJIMM %ARW : : " 0 1 l -M W 9 ---__, \ N E= W " ­__ 1, `,� , a i"... �_-11__ +­ 10-- .. I - - I -MIN. ­TOP. OF POND EL=99.0 / �, __ I/SOLID LOCKING LID ,--h , , . ..... .... __ ,\� k : ..... . ___ �_ (PER DETAIL SHT. C4) ��- I I ! ! I !. Nr-VV 0 - L Ali 11 30.0r) \��\, 1 , __ ,� - _t__ ! -_ _--, 'k 1:17'.1 .. .. �_ . \ . el A I __ __ " . .. ........ - I- t . .... . , .,. ,� MAX. W.S."'EL:: / f RIM-4e&.e@ 99. f9 -_- __ 14 // W/STANDARD 9 1___,_,�_ : "IS - ,-, R 97.94 1 kftll ULIAJL 5HI ,.A;4)' ..... - - �q. f:::� �� : : i: .., I * � � I I 11 � ....... �.,. � I r\ . 1\ ­­ \ .: M-Q&.* I - J \ - - _­+'VT_UR�':STORM­_ - - ... � �n .- - � ; I � I li�il�ii NM W -�­ �, � `� Vi . ....... \- i _t­ _­­ 'N ASP A I .'IF 11111111ii]ij��jl (PEW -DETAIL SH ". --- . ". , -:� ­.1 ­1- ; IIE"09.r" 1---___�_� : i I 11 I _­­­ �Ii �Eift 'b" , 1�, \ IE N),---,,,, � )D�' oosv� I / / I ,-,------- 11__­­ . 2 ', RI 198r�l It" - - - I STATIC W.S. j / C / r ,#I r . ...­_­_______ ! 2 (12"S) _.� E 0 - \� ", 7- 1 I 1VI cDk----35-,S . N Z .I ( "-\ " � --94"94 (12 " W) I � 9 -ey::q_rW_.� , P_U - " � ( \ . _ / ........ __ i E I , I I aw" � WIM ,;�,� 00 I i �t _-1. - � ____�­ , - - r I - /' �j = - -aiv- ... I , . �_., � �,i�--,, 1, r � �'� I I � ­ I t -'e"'. - - ___ ��"_ - - - _­­ ", \ � I ­ ­. / I � I 1, : � _-!��,_ - __ 1, -__­ _... I 1, I,.,-- 't . : : : k 1 6T�IMIL.� 1. %^) . � ,j _:�;�z - � .... . . _ r- ... I .: : I i � - ----. � � � . : ­�F � % � I -\ _ .; i I I I � . _W7 ir- I L ��_ �,�­ --rl , (11) I 1 44- LF 1 r--PVC,','�§bRr-35' I . ­_-, "i ______ . . . . ............ .... � ;7-/ + .; 4� - L . , I 1 _�__11 � I 1 . --- I --I-- � .... .. �. �p , IE 819.2,908 i .. ... - / ., / � . I � : : rl- . � : I I/ ,�,;,.: 17�-' �_/_, I- . � I ! 1U ,I 7Z 1111 71�i_ T: �::��__­___ / - ) I; � 1 7�7;_��7'7 - _�­­--­q l � rl_� I -,- L . i I .... � ..... L_ Ar-­-, ��... - . X'�,' - "I 11 ...- . ­­ .......... L___ . - .. � � --l-,_�__7 .... ;..__L_=_-1__.,! .__I�a�- � _-4 m ,_--:::__ /_1 ..". . . - i / , S - . .A _� - � .. - ­ 1. I - - .� .. #..... -_ i / --' -I---,- ,� - C-0 " '� -�41 ! 1 . ... .. . - - ... , '. -:.-.-.-.+.--.--..-.-.-. "I , - ! ...... E. -.1 _­: .... .. � TV %ow. : - ,�2 M LOCKI ID, ��, : � ..-, ­1 I 1 1 'IT M, T--, - -_ &W TYPE I ___,_______..,_. :._,­�� � . , . `rl­ - --f" R. 4 ....... �____ W/SOLID .. �V�r, \­�, � , , 1 14�4­---I- 4� , - iff , - --' .-V a - - "49'� - i .. V 1-8 PyN ---- I .... . ....... ..... - , _; I m . � _T ­_: 0 #__._._,._ 2��� .......... j%­.­� .... __ ij;���.- - 1 -486-9.1 - __ - �-7�7­-;'­ -7: - - ­- r, . - .11 � J__ 1�_ 1 .8r* 00 � I : : � � : W/Z5.IA1 , p: __ � , � , -AV-0'�- ______��,- __,_� I- - �10 -35 SD, - r- - I � I 1 ! 1: : - �SQR = 11,2 ­1___...._­ . . ...... i 1 il I ! _* _ RIM ' / ­_ -315/SD.-w . -.I--' -­. I - , i"'4, I � � ...... I., , ,�, , i 1 i . O-) --,-,- -_ _­ " ,. -- - - - ... I I -, i 'JIL- � �111­ P!e!��---T-:-� -- , ,� - � � r__ . � -A,Q. '9 . -__ . , % - - 'P.4� , , - I ]E= -.�-w .0 I � --------. ._4 -,,, \ " : � !.'' I - L,J,�� 77;;e - " " - ­ '. I _Nam __ - - . W -"- - �.`.' Y" " �11 SDI . �� , L \ "" __ I I - - P W; 9-- X � : . r"I . .................... - : ­ I -.-- 11 .91, T - _A_ - .. ,--.-.:7--- - , � � If L ) I _­ . I __ , ___­___, -, \ I . ....��w . `$ w, , __-, ��N,::,: ­ � - 11 M) /I _____, , ---- . r *, � L . ........... . 4:1 ,­�'.­'17',.'-*7,�. 1 . ........... 1� �_�, - - � -_ __j -.;� ,. 11101$1 � 14 GK [--: . /I M.=� ;�--. ----,-, , . _.. � .. I'll __�_ _: - ,__::�� L . _ - - -- � I:- .. .1. . � . L , . I .,::�:------- - �'-_' ��ot­ - . Yp- 7�L_ "', - / �- \ --- - - , � � � - .. . . � _­ I � ,MJ7�. . -_ X,_.... --".--,-,,.'- -.---"-. " . 7-------, 5 I.-89 __ I % .. �..­ ...... ..-.. : 7 �7�- ... - . _. +___ - - ­ � - - - iiiwW�', I - I . � ...1. 78 , =r-- - :::: --,-" _­ ____:��__ "., - ___­ , - I ... ... - . ­'��� \ -I-?-- . I - IE= I I . ""I ... ��: 0) . , : I : . . . � : �:.:X��., q L ____ , "I : � __11 -------- - ... .-- ) I . � I �- :-- ",..'......'. ,:::1:11! * 1.'.1`: - - �__ ..-",- _­ I r-li I . , / - f -_ �,�', 1�:::::::::::: -_ __?t. I , , ... _�__? \ \ I - -, - _�_T _�_ __ --' 11 __. .__ .�, �- __ix- -...-. I . I . . . . . - I � /� :; I MW 1� ___:� " - , �` - I \ I X, - I - " , � 0j;­ iom �', \ \ /� _... _. ./.- ,"_;�, , 1`.:1 .." .., . ... _­._­.­� . A "ART - __.. __�_, � _.. . ,- - , w, " _� .... �W6! ..... P. . , � � 1 1 ,_,;;� __.:__ "", 07:�� � ___ - _ . . ..... ��, N, �,� � , \ im ,_ � . . / / ... . . ..... . ­­ � *"` _... / --- ��"\ ,,, ,,, \ -, \ T . ,. 1 ;_ ?.. - _.._� .:���L!!L�������!��l��!,�,lill'.1i� .. I ? : ­�' �,� � . . . . . . � . ----�,;�-�_� . � , \ - ., i ...".!"! rl 7 -I. �__ ___--;, . toli��mr,-"""..,.,...,.V,.,,��....,�.��.,.��.......,W,,,..,ii���,..�,,,�.....�711�.�i..�'.�":::14",',',','LL',L,',',',-, .- ,, I 11 .... .4 � I / / I....""," . � � I-,.,- / __/ / , � , 00 , ,_ __11 , _r \ I - ---I / / / .1 , .... --.- jk_ �� �____ .4. P... I:IiIVI� . --------- - . - -.-- - I : � I __, " W -t V , _.- �1 - � I , \\'\___ ._.,_.__..__..___,__.. ____ - . ---.-----,-, i! i ! I ! : � �,'x,�,-r,i,,�i..---:i.�lpr,�,i� � i�,�%' ior�l I . ..... - ,. 4� ------------ -M . .t, ­1 I � .. ... ��,;­­:.­.X: ___� -, �­.­'­.'�­:'%%L� ... L � - .. ._­LL . _ ; I I I 11 � --- ,__'__­_..1__.. __­_.__.... .-...--.-,.-,-- 11 111111 1, 01 X. 101 1�'. G -�_ -,--- I - �i --:, - __ -11 I : . ..... .. � 7,q_-�� !: :::::�� '_ . I I I . __...___..._,.__..__.. --..---..., . ..... _­­­ --,-- __- I . , I_----- - , - _4_ ____, - — ___ ..---' ..- I � . - ---------- , ,,,-�, -.-V x ' ' 0 - 11 ___- --- 1 7=` " / ' ==---I ------- w_-_­­-==---,__..=_­_-_- -, - -, ­**­­_, --- � .. - - __,4 � Qr%dd : I ? / . ; ! 1 : __------ ______----. '_____1__.'1/1// / � I "I "I,\--- . : , __1 ' '-'-'--""-"-'"---"--""-------..--..----.- _,_­_,­ -, \ ,�"A*,_ �� MAI> �" / . �� I / ) , %, - 9 r, ! "WM I- �__.,­ " - I , -1 I " ,,, NOT A PAW --- - ,.;:,�; - - ,� -------- I -+ � — - _ �, _-------- a) -1 � 1, W/SOLIU LV!,�"U LIU ,,,-. - 1W . _____ � _ - "�,,,;l : . %V__'�,/::�L .1 . �,L",�::: � :;:; -.-- - 'FX, SICN-.-.- ____ �,___ � _­_,_1 --.-" - i - - - -------- - -- ,� N',�N_ ]].]i� - x :": ". ... I - I �.���§���j�j��',�:�L � �. �;:�:�� lli�l : 1� �.i$i.: ........ ­� ­ __ - ,\:�.,_-- _.,�� . ii - __ . . : --�� , " '. -_ , ,,,--,,. --_8 ____ -%ROr' , :::�__�_____�__ , 00000 , _�___ �_ RAt="M 6. 03 - ` , / . ..."', / / -\ ---, , i i - p. , I , �!� I �'L __ : - _:::� .- �� --- --- -� X. TEL j-B,()X-j " __ / , ��_�_ . i :;;;� -_ -_ __::�_ t .: ------------ \11 ­�_ E'y%'� S' ... �� — - I . 0 SPE-C,4 � T� -----.--,,.I -.- ---' 1 4 � � .�4.1 ,IqoTe. , . . .... __.. ,— �, u— � " I I ______ __ __ ,__ — — I-,' ­� �, 1.1� . / � � - 11 - 7Z `i10#0 - _� ­IE=R.@8---7 I I ! 1 i i � . - - 1' I �G�, --,- I __ --_ IF= - __ ::�_-f�x�:, _____ _� - � - T PROPERTY OWNER TO THE . 11 � /--I'- _T ___ . . ......... . . 1, �,� . . : ; : : ­_ .� -, - _- ... l'..,..­, *QW4 ::___�__�:_-l'!�­ "" ,,..-- .-.--- __ 4 =11 - . . -..-..- -\, , " I ____� __. .X.. � . : : : : : : : - -_ =_ I I : I � : : : : Z : :_ = I _� :� � ::::::::::: . I ... - - _� _A_______ I I : . I : : : . . . - " M1W ­­ --- - s,44,�d - __,__� � i : � -- . - --- 11 - I . !��­- I �� _�.� - �k " , - - , - -- --- -7,_-------­-- ---I- A - SOUTH WILL ENTER INTO A JOINT DRAINAGE AGREEMENT : : _.. : 11 i "I I ., 11 _F_ - !��_ 1_�_ - Pc'u� --j - / , � . - ....- : I �11 i ---- _�--_.��-��;_- ­1 --- ---- _�� \ ­ $ _-� I IE�� 76 9 ) I .., ...... ­­ ­., : � - FOR THE STORM LINE ALONG THE SOUTH PROPERTY LINE I I ... :,-, I \ � � 1 � � :-'111 . . , .. - ,_�,_� . , -_ .. __ - __ _"., I., - - I , ­__, I— I— ___ ­__ - __�� ____ __ -1 _­.. 77�7­ � ' L I _� 1� . . ­ F I 'I, �_- \ `L��\ �� ��� �', --- !:. : [ - / � �W/� U M �Zll R E 1 .-, \ P,(',�� ( I --- - I " - ---------- (��'�* .:�_ _______ - 0 ..:�� I : - ­ . � - -L . . ..; - " _C8 , � ...... F ------ �� ____�_ �� --� ---' - I'-- -"-- -4 / , 1:'I�op CD 1, ... ; ,I BZ-T. I �­r 11 - - - 's ­100 , " V" ,bc, ­ `t a 11 -�� 1� \ ,I - �-r_-_ �—__-_ - " ­ "I —:t,�'=�r,�— __--, \ , - s BETWEEN WEST VALLEY HIGHWAY AND THE CITY OF, AUBURNI IE-77.03 11 . I i . -,��, � , __� D_50� - �__ - ., �8== � I � , _X, FH - ___76.:';' ..- 7, ______-­ � '11'. / : . -- --w 7-;5,4,�� - , I - , il - ,---- , - 11 ALGONA LIMITS. � I : _�, � '--- - ,--7.-.-:: - '- - ---;, I - I ____ - - - � � - _��_____:�__�:� - I I - . ",_ ..�g �E 6" L'��P , �_. �5 � �� � ,_ ____ __ --,-- ...... I ­_ __­______ _.__ I I _19,� ". - ;;;;;��J7:;_-_ _-�;�- �'-_7f - - - T! 6 - " -, ,,, I _1�1_ I f, �, ------- ____ � I - 6 LIF 18N, O/ G" 1-1 1\ . ___ ­., , 17 - _!��-_ 1". � " _a 116 ­ - - ��!!!��� : 1�,, LF i 81, PV , \ j ------ -.,-- - � .-.i��1�- _­ �, ____t_�,_ - 73-, Z , Z - ,--- .".- ,I I,--"--- ------_ - SDR-35/ SD 0 0. -OLE ....... � __ � 4 I . �_ ... - - !:� ��_'-� - , 44 1 -- .-.--,-,.. .- . - - - Record Drawing Certification �� _�, � I—_ � . EX. POWER i: '. � ------ I I-- I . I " --- - �. ...... 0"_ _ __ __� f, / ""I ____� DR 35 SID 0 -247% i ,­�,_ , _, . \ - _.,._W._--Z�"- __-, ." � - - - , : W �LUMNAI ___­�, ��,_ ____1 I � J, ,- '\, : . - / :RE ,,- __;;ii:;i��, .- .� I ,." � 14', ­_,` ______,;�� -_ 9 - _� - �D / if \ - - .", . . I 'I-, W4_� . ,... � _w""", - __ ­- - -, V� .x- - __�__�� _W_� __ , U . ,� : " , .. ", - I.. ; - . - - .. � / �_/ \ ,_ & '� > GUY ANCf-r;RS i ___ - . ` - ­ ;--- - ­ I, 0_., - .- _'1_1 " " --- - _______� cn / 11 � -.-I--- . :�� - -1 x .:.. 11 �� .---,;,, ��___ ....-.,, .--- __ I � - � I ­.. - / s .� .1 , :�� __ - __1 . __ ___�_� "t�� � . - _ __ \ - X \ �� k - - � 3�� __,�, ._.;�, � -+_ b ". i - - - - - - I ,;� � 1-7: �: �8 __-, � '�; : __::�:�-::� - ::w-, � / / /, � ------ ---,-,-- _r 7 !t - I , , ___ ,� �, ­-- 1�1�_ 11 __ . _.,...1.1. � ,,- SURVEY PERFORMED __ _._ - � J(_57::�---�7_ , : I - . _ L 4 ------- ,� ,\ rFIELD 11 I / I I la� ­'. __ ___ - I . ,.", 1 __I,r.�� - - __1 ­­­_ .� - . I- . . 00 � j� I -WAY _4__J__�_ - �/ : _ - 11 , 77777�___ ­­_ __ ­ "" . , . ,�- -11 ��X' Fhese draw morform o th - 9996WWR F6994M LP : - . - � I, I 1� . ... . �_, : - � - -- N , � ,,, ROAD AFMVEMENTS � / / - It ­ " ", : ______� : -------. - . -I',-, "% - 6A__1___ - ­5:77 Z'" ___ - I./ - y ANCHDR FOR WEST VALLEY HK* -0 ; ­ .- ---- - \ I 11�' . _. -- IN OCr � '* � IFEE �;F 76.11 _I'----- ­­- �---_. : "��, ; --I iff �_v �- -.--- --:----- !!�� ',�\ , � - - � rl= ___4 \ ... 1.�,..',.,.�M.t ............ ____ .-- 2�1 � V� _� .7 ��4� I/ /^\ ­­� SOLID L ING � �� I - __ 4, ;�r.5�r�-�-:5�- ,3 —300 _A . _- - __ - - , , I -\ 1, I I / \ ill . �.. RE _n=A_ - __ 2- C �? �;___- - - - ,-.I--- / � - : 1­\ ------ -­ - - * - - - , -- _­ - 11\ \ 11 _cl: , �, BY Date �,�,* r- / / J=78.68, .61� i:E, � 1. I \ 1 -x ..�--7�� I- ___.. - ___., . -- !:�jn.-f:_- ,_A----� , - .­�*5�:� - - - __.. --- - - / \ / . �.­ -_ SF I (N I � - - � _:� -�;Z��__ 11 I -.1 NOW ) 1 �. '. �kwF.:R po�..� - - .��__; Jk - I : . N __ \ ___-'_1_­____­ -_ I , -_-­­_�- _�,�___ I - � % " .J. S , CD /I � " "� � 16--?+6 U L : . �� I " __ . i A, 4 � _______,­_­:__. __ - / / / [/ , ; Aw� .� I W/TR - __�,:-__-_�__ � - - ,- - � -_ , I :_ -, - 1 �, ,,'� � I � I �� ritlelPosition , 0Z ,.� .,.--- 4� - CD :�_ 1 4 416 . 7 - - ­�"__11_ ,,, � 5��__�_,Z�-�---��­7_- ---..-- i I 1, i -'ry , - V.. , - i I __ / 11 "�_ 11 = ' Pa , I�U 1.5- ___ - . _.�� . __ I ___-,�:�_-*-- .� ------ - I - 4 " � E X, '�'EU I cl�j - \\ k ,-.-- G _- - .--' �-7//,r - i �: 1H 11 i _�, . r - . I . ­--_�--_ - __ �' �� e Ex, C � � P 0L E­ i � . . Er - - , ____ ", , 'J-� �,,��_MA. Z - I - - _�� IOLE 11 ,,, -1 , 1. . I U ,�� M 1p , � - --.\,! �, t, 7F_- - - - - ��_�___ '.i - ______ - - - - : --- 11 � ...... .... I ....... -1 - 1� -- v -,,, - — : TELE, �,,!A j Ln I Rwl=,T�'�_, I 1- � Date — cll� -Al 11� � 74 149 '74, ,_,� __ ; -, :�I' . - - - . I " �_� 11 Confirmed by CIty �' - I % I I I f _:7:�____ . -_ I . Z��_� �_ -,.-- �� ER 0­` ..... 1��'­ I I i 11 , -, - . .. - . - ____ - � � iFll__� __ __ - \ \ / I 11 � , ", - 0 "I . �- _� _,j/ / , 740 ;�= �'1'6' � 1�_,__ __ ._,­,_.',' , j ..�.:.?� - ,� " - � 11 1`/IF j � -.'� .... 2 _�_ + _�. - -:,� I , ///'/ ,I �1'5 - !E 12" CONC S=71,92 � . r I ... � ... : _i�, I _�...J!.YE' , � , �\ ___ i� , . I _­ ..... - __ 11 � - F.'x, I,,�-� ,,, I E X, 13WH i I r- - - _�,;- �W � ILI ... I "TT, , " i. �,, I _- - I WN, --* __ ____ ----- . --v - . I,'--- -11 " , __ I `a - I "I ___ _- -I--- : " ,,, E,v S I ­�� N ...... � ��_, - ---- \ G - - _ - ��--W'; -�!� I E 1'," (',',0NC NE='11,9'1" I I RR= �48 S � ql C) I ,�' . - ' I I "I . I v _ - ___ . - ;� \</ 1i if- 8 . I _�� 1.� F'�L_" '� C) N; C S=71:3,46*, I � \ _., --- -i-, - ___,__;:�_ ,I I L � I " PVC N=61_1��4 � I , _, ",11 . . ___ � \ .,�� OMH / '_ - �� , 11". �, �4` ,�,'0-N',','.' :.-:='70�n­6 I NI] L____� I '_ V - - \ .",. 11 EX� S � �_', " PVC E=61.51 AS _�---- --- - - i I VNT FOR HICI-IWAv S_ PES \ , ------- � - FAC 101-OOJJ E :� '11� - � ---,7, -- I 7" --- j _/ , -_ -_ �� I CC -EM' , " i� R:�M.=`5.3,'�, IE 8" PVC 14,=,31,6�, ;/wx f /,0 2- ;,�, `/CO'�,,`C W=70,80 '­­­, I 11. - � � �4 AIt -:- -.1-11 .',' EAS L () \ 1. ,,, PROJECT REF , , " - � ' .'- , I— ., ., ­­ - -,--. - I., ,� ... I - �_ �; ____ - �_��-:­ ORDIN'C' �11410, .1 -,, " . `5 __1 _____;�kt�F_' , � . - - ..... Z"', .... 1.1z.�_ 1 ....... I -7 ;�.-. 2 - - ­�-- ,� - I ol� e 11 .- -NC � =71, 1 .::i:::�� ... �_­ , -_ , ,;,- �_ - \N - ./ __-.-' � .,I - . ,�:,, � 1E 12 CC I 2 - I - __ -, _�# - - ,_" - , - ____ - I �kl I � � '0 - I I" C -C ----- � - �. - ____ I ? ' W ='7 ­,, 0: � E I � , N I � iD � . V-* _.__---- \ I . !E. ,` ('ONC �-, - I e *=? . . I .., .. � . . - - - ��:�:_�_ - - - ­ * .. - - _�� " , , .. � C I `)` CMP -0'+.RF; OW " - � `� These ­ I I, - .__ - �7 1 & - ____, I . ,�� L ... plans are approved for conformance with the City of c� �� - ­ ;G�.--- ,---- . ,_ , , ,�' �'s - , . - - E_: - 7-: - - ___�:, , I \ .... L 0 . - - __ - �, ..... ............................... IE �_ ,,rfN(, N=7"'. '3 3 Z ' ' , Auburn's Engineering Division requirements. rdM=77.40 "� :� � �:� - - � I 1.11 -, ___ � - Nq - - ____ __ P `;_z. �_� .:. , ?(" / I / \ _­ I MH . , ,, �� � , 5 ,\, -, ...--. , -I-------- ____ WN, -1 � " OD #"�. - - . ...... ;: �__. , - �. . - ___ R I M ­78,51 1 1 U, ,� _:�*_ _41_�_�_____ _���Fu_­"' I .0. q x L� ---.- - - : " � , I _::::� _� , ­_ ­­* . ___ - - - XF D ; 1 �4 .p. 3: --------- � ; " �� �i�_ -t�' , I F-4,,I-�F�, IE=71,8,7 i',9 " E) 7 :E 24* CONC W=7C--,1,5 -,,, - _� i� Ex 0 .1 --l*­�__ - , - - i7 . - - - *'A'_ J",��of, i 1 � \ 1, 1, (), � _-, I I — ; E 2 4 " C 0 N C 5 E = 70, -- 2 -, 7_��­ . - - ,* - . � P -P� I :I "' � F� __,�� - - 7 TEL J-KX I � "", ­ . , ......... ��� �61. -.11 ..... __,__� �0� " OM 0 A S IL I 'E 1'�', C. � - , �1. � -'- k - I", I I I _1V__�E-_-_1._ ------ (2) MAI LE3OXES .... �! ,,�,,,,, Ili Ili Approved _2,0�� -S.,& CD EX. GUAREsl RAR.­�, __ 5__�­:�'�-:: -,.���� BY: 11 1, 11 - - - _ ,:�;.Ir�:__,_. �� -_ 21— M I , . :��._ I , __ . . . . . . . �- - 11 : 00 . - t R;M=76�64 r11 - . - 6117 Dote Approved: - /0 Z 0') __ ,--, ------ i i _= e �49 �83:' Q _,_ r__ __ __ - , ZJ 3 ? --- - I I't, " f . � � 6 1 -_ -.---.-.-- -1 ! -E = ,� � 5,3 'a * REVISED , I " / EX, POWER POLE' I vv,,� - �\ . Cn . C .c Scale: \y/1 - Job Number 0) (D Z No. Date By I Ckd. Appr. Revision Designed JGH ,� W A G V4 A (10 18215 72ND AVENUE SOUTH For: TdIe: . IV a Q) , ;0\�_ - - -KENT, WA 980,32 THE OUADRANT CORPORATION GRADING AND STORM DRAINAGE PLAN 7978 "� B REVISED PER CITY REMEW - Drawn MFB Horizontal �, . , ­ 1, I 00 2 4/24/02 MFB JGH DKB REVISED PER CITY REVIEW . .X I I'll ��:__ r- " " Z (425)251-6222 O-) I , , , , , - I - , - � , , , - , I I � - , , I -_ I I \ , , - - - I i` I \ -1 - - ,_ -1" \ -__ , __ , - ---- " __ - , - , - - - I-` I ----,-" " I - - , , - - - , ` 7 I" , - __ , - " --I- __� - , � , - \ � _�'�,__�� "" , - - - , I - , - __ , - , - - , - - �A__,�� ����� , ,\� - . �j , - � \_ , �i I i __1 ----,,--,-I ;1e - __1 � I-- - 1-1 -17 - ____ ____ _____ _1_` - __,_', __", ­_­_ �,__`__ ___,_ /___,__,_,_,___,__, ", --""-, "_,_­_ \ 3 5/16/02 MFI3 JGH DKB I FINAL BID SET � 1 "=40' 1Z I- " . r__ — JGH , �W, 11.1.11 .*� 11100 N.E. 8th STREET, %SUITE 500 -1 ­1 - � Checked 1 (425)251-8782 FAX 6 4 7/25/02 MFB . JGH DKB I REVISED STORM DRAWE SYSTEM 672 % 0 _ C; ��heet C) Vertical 0 - ­­,­.. I 0 - 11 I - - - . 5__ BW JGH DKB PER AS -BUILT REV. ( .�.. --�_ C) I ^/Sl� '. �, 10125tV2 I.. .. BELLEVUE, WA 98004 r- .. Approved DKB 0 .. CO I CIVIL ENGINEERING, LAND PLANNING, 0 � ION L I ___� . 11 N/A ,:�..*, - 1�� Q_ SURVEYING, ENVIRONMENTAL SERVICES IL //V 0 . N G \It% (425) 455-2900 AUBURN TERRACE PLAZA C2 9 - Date 6/1 9/01 I EXPI - �� - - - - or_ . - - ,-- , "' & i -_ � " ') � i, � . * 14, i*, , ­*�%*­-0.0­ 03()/7/7 . SANITARY SEWER AND WATERMAIN EXTENSION co O �I W 00 N o � M 0I ZI I I I I I C-V V I .V........ .. FUTURE BUILDING 'C' FF=102.0 O CV b) 00 N E BUILDING 'B' FF-98.0 THE ON -SITE WATER MAIN FOR THE FUTURE BUILDING 'A' WILL BE ROUTED AROUND THE SOUTHWEST AND NORTH SIDE OF THE BUILDING. 0 10 I , . i . FUTUREBUILDINGA' t._„ - lE E FF i I P � 3 3 � ., ....................... ; i { € 1-12 TEE ALL FL " I ( 2-12 GATE VALVES FLxMJ .".., : € i CON BLOCKING 1-12 TEE ALL � FL I' I - - r/ ........� _ I::X T �i' L1A= Ia..,. 2-12" GATE VALVES ) I AIR VAC Ti I :... ,.,..._.....,...._._. CONC. BLOCKING =_ , 1 ___..,,._- I E. 4 :'MP 1,E.-32,9 6 - 6 PLUG _ _ _ J c ............ ....,...:.,. i ...................... J P_ 1:, 4y — ... 1 E 3 i 9 f i i. ...{... ...... ... € ... .. ... ............ ...�.... .. i i 14 E' � E : E : � � _ i 3 ....�... ....L.. I i ; • I ..... »._ .......1 € , '"'^^^,c^^^,•..•^•�..+,�e : { f , r 4 i i i E i ° � �,3 I i I t _ r _...� , , 'SS •, , \ �• • — fp i Ate.�— i' 04.64' _ ` r., .,:.. • PVC 8,` SS r f iHi R` _ �_........... _..:...,... I - G_�W� �,. _ ._ ._ �• NW38'UZ"W 50b.�4-�_�___ —_ .. _._ ._............. f ........ _ .,,. ;r IVSTALL� v� 24 LF 12 D.I. W __ SS 2.0% M 8 PLWG j 00 ! _ _._._ .._ 1 "X6" TEE ,(MJxFL)+!<► t • ° i i NEW �......._....._.�......�,.�.._.._��__. __..................... 15 WIDE iWA�'ER AI EASE E ' l : I I I - TE \/E FLcM.J E y I .. _ w I' .I [�£NSI _ ,_Ln ;- ik - : r ; : : { i x _ 1W�` �uIVO _..F ASS ._ :*DES/ aaltil Ul k€I"�a . ::,� I I 802.. _.>. _G fi S00 3 _ - t r.. a :..4 _. r........................ _............................ 0. PER QE AUBURN STQS NEW S A/R VAC :...._ ....:.......................................... _.-,_...,.._..... _...... . G:s. _� ,> is ..«. 3':,, 1-TAMP; BLOWbFF' ASSEMBt ,E... 84,914 ;. N) u : NEW 15 WIDE WATERMAIN � �.. w , .0 � I I NEW 15 WIDE WATERMAIN _ u _ { , I :�;,g aT�yi.. r r i E 4. 4 .3 a�1 a EASEMENT (TYP.) e>,,, : ,, (PER CITY OF AUBURN;: ~r �, EAS'EMtENT. (':)....... t 1E=�y� Z CONC. BLOCKING �,00 ✓ J tJ C R ✓ �' _. 85.02 (a W) I I ( I I 85.' 2 �8u1V 1 a°Do IWALL: h ,._ , v' 00 : ~ I ' i .. I rn i ......w.. ... ::.a:YR .... Fd ..�� fi m t 1 \� x� W IJ t • C —-�EX. EH 1 t v.: — A �' , : _ Y7 «... <.:' i..J , : . N88'46 O10"E x SPECIAL NOTE ;. ............. i 2"D.I.15 _ _ w — _ L.. 10 . � 18 LF 1 D I W -N I FIRE_ • ,M �.._-� STING YDRANT ~" N -�� / cr It �. �~~ , w 1. FIRE HYDRANT LOCATIONS SHALL BE BUILDING SPECIFIC _. 'i0 _�--•R OWN. OR TO - l N - NOT A PART _ w VERIFY RTIC. L)CAT � x �. s FIELD e D. VE At - i FY ,- N�1' 7"W Hofl1�TiKL-I�Oe;:ATi� of .. _s 4,.. _.w F�. �1 • �"`"`""� � .._. ...__.-•-'•� _ EXTf=1VSI0N LINE ,. a � I � 5 .: _ •' y„.r 9 ` r 1 r _ _ - __ II -- -- _ I?RI01 ?T0 Y f f "_A CONSTRUCTION "N I �.. •, WIT f -ff . FOR RREQU E D- GS. f E- f_ I _ ,......m _ __ , _ . ._ ,_ m - _ W..... , , _ - _ _ _ _._ FH ._ _ W...... : di..., _. W/ . ,- __..........,F_ _ - _ ~ - W_ ........ _ _ w ........ f.=f f' ..7. FY-ENGINEER OF ANY - o f e~ , f �:h - y j _ y ff .( py 'x .. •- fiffffffs f? rD �� _ _ - �� � W...... - . - __ ._ _ W DISCREPANCIES. . ,: J ( r' ......w.w......... ..... ...... .J.. ..... ..•C'�'. f"'iJtll ,♦ -_ I ; ,Y f9ff a_ _ I ..Gi}— .r'^ Y. - _ _......... -,. a _ - .. E "; _ " Ar E Record Drawn Ce- u< 12 g canon • r _.. . _._. , . w,.T } _ o _ LF EX. I ;AWE.,. ram t� U:,_ 11v _ �xi. r. --- W -- D I. W ^ ..�•-- to _ _ - II - _I C.I F/ D SURVEY .e ! } » ~" �.� •-.~ ._.. _ .. .M - e; €;LE CONTRACTOR TO FIEL ATE a _ , - _ r - -F6 — - - _ - These drown confo to 11 4-_ - .._. _. _ _F- t _- - -i- - 1 _ T AN VERIFY VERTICAL - - VE ICAL AND PZ,A' i•ss_. �-•-" _.. ...�.... .. _-_' agR _•�---��'�� --- .i if W� .. _.. __- - : i D LOC PEI?�d -• : 4..w. .,, ='"- �.r+► HORIZONTAL LOCATION OF EX. IN OCT. 200 0 r B E�;r �'-..•-•�-m-\ .-. 1 WATERMAIN EXTENSION LINE Dote ,t. 4 _ _ M• \ ...._.._...:....,.^_......W..., =, ,_...- - .:--,,,.�-- '' ... m�.�-�.: �•' �..- f F,•' '•, 1 12 x 1' TEE ALL FL c� 2-12 GATE VALVES FLxMJC- o ;w ' " ( ) -tieiPosit• _ --- -- ' \,a. COORDINATENWITH IINSPECTOR S EX i _ _- . BLOCKING Q X. RCK.", t �,fA I.. _-- _ FOR REQUIRED FITTINGS. 4' S \ / ~ ;"""""�• -' J gass¢� l ` i .= �,:;= - - ` t =4i-r: ,1 Confirmed y y Date N EX C8 T) 2NOTIFY ENGINEER - , _ _ - +•'►'" 1 " s CONC = i 1. OF ANY :. ( �..i�.r?�,�....-. ` - a 4`. %, wo _-- `°°i` � ` i i I t,L•il�'a *�w. �) i � 109 t w r �'. ' r. �. 1_ CCPS 3. �6 \ w�3 - -� _ o DISCREPANCIES. ;R ,..., _ b� IE P�'G ,�61 ROJECT REF *. ,,__- 1 C E �_I ,E. . �,�.. �v ,?,.,. I...3 EX. CB " EV. �; 5 v N � �• � FAC 01-0033 - _ r t 1 r^t C a IE " PVC: = ,Eris _ fafs. ,,� -" �;vc ti _.k RECORDING' P w. I 53 l a at iv ✓ ? . , 1 :. ' "NC 1E _ f= w --- :_�__ 1�9 �: .. with the y of 7 ��� � { ,1 P1�1 � ;•;'1 � CONC I /� I Auburn s Engineering approved requirements. f', h S•'xt. City i l:. 2 dr# OO?\ ;. rrl. �:! \'\ II —_ '".:-" _ - f�•r;t,r,�: 3 y'O[� J �i _i7il'.."-.' ':T ` :> , ` , 6 '� _- ,.vim - 4#.Z�'a --_ E:", r 4 Y, -- i �' r, ARD 1 E=16I7E. i —E3 i -. -}AIL ?XE '• JJ roved � Q ,4 329 `` I111 E F: -- � .. , � � r Date Approved.• ., : `..I:...,•,,. � W '�5, Ak dw 72ND AVENUE SOUTH h Nr� Me By Ckd. Appr. Designed � 'Scale: �\� K• � ��,,�� For: T��@ � m er w , 1[ Q) n . � € , ht �f � Qi -A . MFB JGH DKB R ED PER CITY REVIEW S KENT, WA 98032 THE QUADRANT CORPORATION SANITARY SEWER AND WATERMAIN 797 2 4/24/02 MFB JGH DKB REVISED PER CITY REVIEW Drawn MFB HO►' tintol ( ) 3 5/16/02 MFB JGH DKB ..FINAL BID SET � ,..._ 1 "=40' 425251-8222 4 ro/25/b2 ew .rsH DKB PER AS-BU/LT REV. - Checked JGH �, 0 (425)251-8782 FAX 11100 N.E. 8th STREET, SUITE 500 EXTENSION PLAN 2567 0V Sheet CD Vertical A 10 ��� ' DKB `� = BELLEVUE, WA 98004CD COApproved J'S/ CIVIL ENGINEERING, LAND PLANNING, N/A <T I fig' SURVEYING, ENVIRONMENTAL SERVICES Date 6/19/01 EX S M 03 'N� EN��N� (425) 455-2900 AUBURN TERRACE PLAZA C3 of 9 Pf 001 3 of I) CONSTRON SEQUENCE 1. SCHEDULE AND ATTEND PRE —CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AND TIRE WASH PAN WHERE SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT TEMPORARY INTERCEPTOR DITCHES AND ROCK CHECK DAMS WHERE SHOWN. 6. INSTALL HAY BALE DAMS WHERE SHOWN IN THE CHANNEL AT THE NORTH END OF THE SITE. 7. INSTALL TEMPORARY STORM DRAINAGE PIPES. PROVIDE RIP RAP AT OUTLET AND INLET WITH SEDIMENTATION PROTECTION. 8. CONSTRUCT TEMPORARY SEDIMENTATION CONTROL PONDS AND OUTLET CONTROL STRUCTURES. 9. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 10. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 11. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 12. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 13. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 14. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO POND. 15. RECONSTRUCT TEMPORARY POND AND RELOCATE THE OUTLET CONTROL STRUCTURE AT THE NORTH END OF THE SITE. 16. ALL WATER DISCHARGE DEVICES USED DURING CONSTRUCTION SHALL DISCHARGE INTO THE SEDIMENT POND. 17. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED/MULCHED WITHIN 48 HOURS IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 18. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED 19. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT —LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 20. INSTALL UTILITIES PER APPROVED PLANS. 21. CONSTRUCT ROAD IMPROVEMENTS PER APPROVED PLANS. 22. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 23. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 24. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 25. INSTALL LANDSCAPING AND LIGHTING PER APPROVED PLANS. 26. COMPLETE INSPECTION/ PUNCHLIST 3" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 6" CRUSHED ROCK BASE COURSE COMPACTED TO 95� 12" SUBGRADE COMPACTED TO 95% TYPICAL PAVING SEC11014 (ALTERNATIVE: 3" ATB W/2" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE 5% 1 " COMPACTED CLASS 'B' A.C. 1-1 /2" ASPHALT �— ASPHALT Ilk EXTRUDED CCftRETE CURB DETAIL NOT TO SCALE CONSTRUCTIaN N01 - E3 AND DETAILS X 0 E 0 N Record Drawing Certification ° cn These drawings n rm the Contractor's construction records. co N By Date �� Ttle/Posit on ��.•' C. I/— ScA&TI uc o 1 0 N Confirmed by Clty: Date 0 PROJECT REF: FAC 101 OOJJ- =_&7 E These plans are approved fvr amformonce with the City of a Auburn s Engineering Division reWirements. Approved By: I 00 Date Approved: 2AN/0 rn ILI— Scale: K, No. Date By Ckd. Appr. Revision Designed JGH M G►14 A & For: Tithe: s Q• S1 1 3/1/02 MFB JGH DKB REVISED PER CITY REVIEW Drown MFB Horizontal OP WA18215 72ND AVENUE SOUTH IV �� Q' KENT, WA 98032 THE QUADRANT CORPORATION CONSTRUCTION SAND DETAILS 7978 Z 4/24/02 MFB JGH DKB REVISED PER CITY REVIEW Jg 0 m (42251-6222 3 5/16/02 MFB JGH DKB FINAL BID SET JGH AS SHOWN ` l4` 11100 N.E. 8th STREET, SUITE 5i Checked �' " (425)251-8782 FAX --- Vertical �F �f�/5672R�p� �Ir s BELLEVUE WA 98004 Approved Si0NA L E��G Co CIVIL ENGINEERING, LAND PLANNING, fol AS SHOWN �r� ��� SURVEYING, ENVIRONMENTAL SERVICES :>a . Date 6/1 EXPIRES 23 03 �� ENG�N (425) 455-2900 Al113URN TERRACE PLAZA 9 i� NEW 15' WIDE WATERMAIN INTERTIE WAI EIR METER DETAILS ALL 1-12" TEE (ALL FL) 2-12" GATE VALVES (FLxMJ) 1-12" ADAPTOR (FLxMJ) CONC. BLOCKING NEW 20' WIDE WATERMAIN EASEMENT 12"xB" REDUCER (FLxMJ) 1-8" GATE VALVES (FLxMJ) CONC. BLOCKING INTF..R-MTE UETER PLAN VIEW SCALE: 1 "=10' INTERTIE WATER METER SE NOT TO SCALE No. Date By Ckd. Appr. Revision Designed _JW MFB Scale: Horizontal 1 3/1/02 MFB JGH DKB REVISED PER CITY REVI 2 4/24/02 MFB JGH DKB REVISED PER CITY REVIEWDrawn 3 5/16/02 MFB JGH DKB FINAL BID SET — JGH_ AS SHOWN Checked Vertical — Approved _DKB -- _ 6/19/01 AS SHOWN Date VAULT WALL PIPE SEAL (LINK-" ,.:•£ .. SEAL MODEL LS-400) 6" r VAULT INTERIOR d _� SIDE€> <>: 12" PRE -CAST SLEEVE `4 304 STAINLESS STEEL * LINK SEAL MAY BE INSTALLED EITHER WITHIN CAST IN PLACE SLEEVE OR CORE DRILLED OPENING IN VAULT WALL. (SAME I.D. AS SLEEVE) PIPE SEAL DETAIL C5 NOT TO SCALE 12" OF CRTC TYPICAL 1 - STANDON MUD. S92 E i ANCHOR � I BOLT 2"0 EXTENSION PIPE, SCHED. 40 (HEIGHT AS DETERMINED IN THE FIELD) E i LEVELING GROUT WHEN REQUIRED PIPE SUPPORT DETAIL NOT TO SCALE 1 0 5'-6" - 1 12" i� DOUBLE LEAF DOOR 7 EL=75.37 INTERTIE WATER METER SECTION NOT TO SCALE B Sy �•�Hq�s 18215 72ND AVENUE SOUTH KENT, WA98032 �g (425)251-6222 25672 (425)251-8782 FAX � p �� n U 0 2 ? S10NA L ECG SG co, CIVIL ENGINEERING, LAND PLANNING, EXP1R'ES 9 23 3 G ENG�NSURVEYING, ENVIRONMENTAL SERVICES VAULT FLOOR TOP SOIL TYPE "C" W/ NEW SOD For: THE QUADRANT CORPORATION 11100 N.E. 8th STREET, SUIT BELLEVUE, WA 98004 (425) 455-2900 NOTES: OINSTALL METERING VAULT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AT AN ELEVATION REQUIRED TO ACCOMMODATE THE CENTERLINE OF THE PIPING. �2 ALL CONTINUOUS PIPING GOING OUTSIDE OF THE VAULT SHALL BE BE BEDDED ACCORDING TO CITY OF AUBURN REQUIREMENTS. OLOCATIONS AT LANDSCAPED AREAS MAY BE COMPACTED AT 90%. IN LANDSCAPED AREAS, ALLOW FOR 4" OF COMPACTED TOP SOIL TYPE "C" FOR SODDING. ® CONNECTION POINTS TO ON -SITE 12" DIAMETER WATER MAIN ARE APPROXIMATE AS SHOWN AND WILL BE COORDINATED IN THE FIELD. �5 PROVIDE AND INSTALL NEW 8" "Y" STRAINER WITH 3/4" DRAIN VALVE. © PROVIDE AND INSTALL NEW 8" METER AS SHOWN WITH FLANGE COUPLING ADAPTER AND AS PER SPECIFICATION. �7 PROVIDE AND INSTALL NEW COMBINATION PRESSURE GAUGE AS SHOWN ON THE PLAN AND AS PER SPECIFICATION. ® PROVIDE AND INSTALL NEW 2" TEST PORT AS SHOWN WITH 2" NIPPLE BALL VALVE (NC) AND 8 x2 SERVICE SADDLE CONNECTION (DRESSER TYPE OR EQUAL). �9 PROVIDE AND INSTALL NEW REMOTE READ REGISTER. INSTALLATION PER SPECIFICATION. O INSTALL NEW PIPE SUPPORT, LOCATION AS DETERMINED IN THE FIELD. 11 STAINLESS STEEL OR EPDXY COATED STEEL LADDER. 12 PRESSURE TEST AND DISINFECT TO THE CITY OF AUBURN STANDARDS. 0 Record Drawing Certification These drawings o 06 the Contractor's construction records. N By Date fa o Tit/e/Po ion Qed6jn:sZ4rt.. r� Confirmed by C/ty. - Date >r PROJECT REF. FAC 101-OOJJ of These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. ,r.. 0 Date Approved. r Job NumblllF We: INTERTIE WATER METER DET �. 7978 . 0 Sheet CDCD AUBURN TERRACE PLAZA C5 of 9 LL 010 i-7/7 „4 MENT PLAN AD iLE} , .T VALLTY _AD�� _, INSTALLS _ � w rt­/ •, • , x STA. 13+14.90, 43.19' LT. ''E L - - - :9 - "'` ' � V 1-12 i�f" TEE (MJxFL) _ � %' µ. 4 _ 11, '�'� �., 1-6" GAFFE+VALVE (FLxMJ) _ - , ,i ; ' ' f , -= ;.., 13 LF 6"» D.I. EXTENSION ; , - - -Ru T 1-5 1 /4 MVO F.H. ASSEMBLY `f PER CITY OF AUBURN :STDS. \.� I / -� '' \- _, 1-TEMP.- BLOWOIF EMBLY 1 P ---�' � � � f W '!'�9 LF 12 PVC 35 i A . SDR 0 -� ". (PER CITY OF ?CUBIkJRN STL._ DTL WA2) J 1r25. 5 _0 _ 4 """ , BL n . ""_. �. "" C NC. OCKINIG " - 0 " 11 _ " ';1. .-- Y�".".' �i\ 1� ER CAITYOiF ASPHALT STDS. w."^- FOR TERMAIN EXTENSION __ "" _ . CON11N . , ION SEE SHEET C3 -',. "-_.w -'+ - : "• .f,;, _ �r _ " _..._._. -fib ER CITY Of s $ b� :, , :; .< O ate. .., ,,. .. .<.i,.k / L i' a ; 4 � Mm. m, ^. , 9 9„ <.k. " _„ + _ ^_. -� LF 12 D.I. W /: t. , - - , ` ilk q k � 4 � aJt �. _ F a �^ i Y a _... _- a i _,_-,..-,-,A-... •-� _ .n .Q \, a:' .: �� ..,..-.. t +L:- , r ..-.-.....,. .. ._ '� C ZL Nrdy,h4�ty }ty f E J.- AM "w t ....... f f • .':`.,v.: : n: aG^k„ ` ,,...-.,,,, f t7 O 0 f C' iii.. 9 `�`'!a »; ",W . ti n,.,,.: :. a,< , W Y` }n } t,{ s , 4/ � I �LER DETA OPF�-IT. -- � � �'" :..64 �. - '^ .:` a - ,- : F'e. C; �j . tltl ( }}•�••'' ." :� '•. ¢ '::.:F" o.,'. :,;,• •.. ; 't4::; � � ...." - 1 +- _.--- -_-� _�- > .w1^ .. �� 2 a'� e1 ,s', ,. a a3�e,_ v ,� �. % V, i ..J 11 , FI7 fjHfr_HWk(,J 3�.J £.,.3t .. ¢n > '_''- = - -� -,.i- ___11• _ --- :.?:, k}''� ",r"''.` ° " sy a�,'�'a' ':ar ...>• , - r':r:oa_f~.�? U DE�..i)-.��.li ifs s��.�. . �+ - --'- �- �E;� ��„ � �'' i - _ ! _ 3 - , "" 10 R ��,..- , , .t .. 11 i _ i 0 INST _ �, _ a xxxx�4M1•i I R Q J. :: f IE�� h • SsTA L0+13•.9 16. L . va.. �r tq .:a r w O " " , :k, � _ • . � lam. -� -.s. 1 12 22.5 BENS, MJ , ., ., . .. k., . :. � �� w.. . �.... :. , - 1. 12 x� 2 7Ei= ALL --- � .._.... r ...'..:.. x. �'� �,� � '� ,�<;� .> ,, :.< ,:.� U>.�� n, ,,N>.,.,>„,. }tea. :z,': COS+ BLOCff11�tG .. ,,, ,, _ a "�- i i __ 4 , � ',:.,.�,,,•.a,� .:..� � � �� , �. 2 12 GAT o � . . , �.::<,: sr _ - U D` « /�E. �, y : , h k'. .z �' : > CROSSING : , w� p x �,;. -6',�. k� IE=�3.57 12 SD r V:.:,,., :.. € .. o / a + .., , C€ , „ m:. ,.'fix.: }.} ' :;/+s.., n l'� ,,. ` ,. , . , , '�. � - -- "x ,. ;,' �,.>.:< , , � ." ...:: ,.," � �� TOP 72.57 .6� � � WA ER I . { ".. ,, > ��.,.': �x� :,., .. :. ,., ,. } . « >- a ," ,, .,,ea.�.,,,..n.....,..,.X ",�; tit ; ,} �. :. ��.. ,. k, :... ...,. ,.... ,:.:... .y.,. , . ;._5„ � S x12 TEE MJxFL �� " ' TA LT �� � "� 1 1 ( S a t :y: ,,.,. ! '. i, R. M � : , , . ...:. .._ _ _r•' :. s ,:.::: ` :i '. v , 1 12 GATE VALVE .... ..h , ... v ..< „ , € � -ram- � .: �. .. a.<.r •,:,>...> ^•"'.� :.k. �, C,P � t,..`�.: m �. < .. , . k . ,:. :,..: CONC. LOCKINO� t ,r-' ,,: , ...,. ,.. ,:,:' k:�„ �,;: ,.' ,.:'• Via: �;' £ w, . - >" � -,.--r : ... ,,. �.. a*�-. <:.:,a � , f� : .' �:. gyp,"="~"-".- �:�t t�;��l..��-�'' •f-��..,..i• iJ : G ,, "' QQ .}7 �+ ;.n : I Y , "Y, NEW ASPHALT _. �- "" _ " ^ f\ kr (p ;< - X&...,.......-_.yp Y a� f �_..,�--- � +�L �` � --,, ,w � � k``_.. � (PER CITY OF AUBURN __-�-- �''��.� ,�� �„ ,, J ;, f k 11, �, i X „,. `i✓H , : y, _ _ _ i" „ a.,.. i .., k,.. E Im I,., yr • 's�.J3 i.i }(, - I�,M, :+J E ' _ POWER .' µ,.---- '� f � . � ( 0 GAIA ,�._.'.--,.."..^ - �u' �� ;�y> r,, ;� fir, • G _ ,." _ _- :: y, _ } : "" ""r H _ r _ "._". _ . ,r," n ' ..+.^ i r 11 6 -_- .. a_- 18 LF D.I. _ ,. � I � I - 12 W �' -�- _""_ M w" > II _ ".- ,�- - _., ATE __"__-- t9 _-.-77. � __ ""._.__"- ... > ~" �`% -_. �-.�..-"_......_.-m.m.... _ _ c, " AND VERIFY VERTICAL DAND C """ `'` �-r,:.. MATCH ' >> > �� " �` - - 70 I -,.-E 1D0WE �"`..,.. , - � ".. _ _ - 6' ,� HORIZONTAL LOCATION OF EX. _._. .- ` f`' 6 i I .----� E -. """ _ "_. Sf>4 X " f �i I - _ _ - - > 12 WATERMAIN EXTENSION LINE ""_ "" �X. ,SIC, 1 , 6' "_ _ "._" "_ " - �:"si 6:CAI rH-P,} � "r .._" -Y CONSTRUCTION. -V111 ".,." >> - _. ��~- -, , _•" - - � COORDINATEPRIOR TO NWITH INSPECTOR -; �,.✓ = V - , -'" ) I � � .IK} -"- ` �: .....-� �" 6 _ Q _ _ FOR REQUIRED FITTINGS. ,� 0-_ """ - _ _ , _ _ '1I 0 -9 •1 - NOTIFY ENGINEER OF ANY 6'. t� > DISCREPANCIES. Y j- _ __Fio W.V .�= ° "-- �"II cri c - j " > >E`aP .ECE ?dH ELF - �� �.r. NOTE: "-tr _ ==_=_� - ftrr> z w.. S1. _ - >2 GRIND EXISTING PAVEMENT AND THE ASPHALT OVERLAY SHALL C 1ST OF 2 " __. `" ,,,,, .& --�"' _:_� ��+_ w-__- II S s - CLASS 'B' ASPHALT. THE GRIND AND OVERLAY WORK SHALL BE ACCOMPLISHED 11 -11 UNDER THE DIRECTION OF THE C.O.A. CONSTRUCTION INSPECTOR AND SHALL " _� =$ -r-:> _ �..- -'"``' � f t .f' � , _ � NOT EXCEED WHAT HAS BEEN DELINEATED ON THESE PLANS. - _ ,. b+ t _- �_, ., _., - ""...__. , z _--- .- ,,. - PLAN VIEW _-... - . "". �. _ _. ".- _ _ 'tea �_ ." d, it 6�, / I, _ : / „' �- �", �-� " " -_ _ " MM Ji tt v? �\ ! / �� � £�} I ONTRACTOR TO FIELD LOCATE SCALE. 1 =20 „ ""V"."' "_".," 4 . - " -"� U_ C i \�• �`� / j O /'-X. TEL � # _ AND VERIFY VERTICAL AND 77 1�- - _6 _ _ - - ,,-, v / _ , „I•• i x HORIZONTAL LOCATION OF EX. ." -`- 'if1- C �fN" ` = r 1,92 z `��X iI g r' _ I i z # . �.: _� 12" WATERMAIN EXTENSION LINE - >�Q IE 12" CON- P IE--j 1,9 ' 3� � � # >, 1'/ PRIOR TO ANY CONSTRUCTION. -. -- .. i -.._ _. �'� E CGNC- 1,'3 `� c COORDINATE WITH INSPECTOR E I ; CUNC c`- I FOR REQUIRED FITTINGS. •,?/ IE 6" PVw =61.54 ' ,. . 1 CkIP OVER-:..O ' T;=? I NOTIFY ENGINEER OF ANY EX, ��}�_....._r IE 8" PVC E->�1.,,.1 IC_ I�" Pvc, W -61.63 DISCREPANCIES. t................ ................... .................... .------------------ -•----------. ................... .- . '" ---......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ..... .. ......... ........ .------. .........:..-_..... ......... ..... •• •....... ................. ...,,.... •----•-- ......._ ._...-•-•........... �.. ....---- -•............,... ..._........_............. ,-.......--....----------------,,. ,-.-,....--•...,.......-_. ,,,,.--.......--.---.... --- r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " ,.,_. . . . . . . . . . . . . . . . . . . , - ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . - . . . . . i . . . . . . . . . . . , . . . . - . . . . . . . . . . . . . . . . - . . . . . . . . - . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ :-::::::::::..::::::::::::::::....--::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::: :::::::::::::::::::::::::::::::::::.::::::::::::::::::::::::::::::::::::::::::::::::::, : : : =.:.........:..••••••.:,,,-,-,,.:.--EX;CB--: :-.....--.:...--_,-,:•...••-- :.........-----.-,-:,- „ --... .-....... .,.-..... ,,,-, - I PROPOSED .GRADE. �. LEFC �F�L :. ........... .STA.- 10+01.86,- 24.1# L' : :....... - • : - - - - - - - ..: - - - - - - - - : - - - - - - - - - - ........ EX. G1 ATi -Oj•.. ..' ..: _ .. - . - - . - :.....:Ek. - dS: LEFT F .. OF WEST VALLEY HIGHWAY , , .... - , . ........ .... - , - .. - ..... , .. .... , , .. - - - , _ , ... . , . , - , , , . , , - - .... . :.........:.. : - ....... . ........ . :... . . ....:. RIM=�7,73: - ... - - .... =WEST �/ALI.E' HtGHWt�K aIF VALLEY HIGHWAY = " w V ......:........ ... R-- - - -_ --- ._...--._.,...__,_.....,,........:................--------:.--_--__.......------....--...--._._.-'-.---.... .---....---.....--_. ..-..------....--... .................... ...--_._- ...... ...........-------_.. .--..---..---.---.---------------------. ....- .....-----. ...--•---......_.... .................. .................... .............-----_. ._.................. ._---•------........ .............--.-------............---__ .................... ..--.._............. -- so:...............,..................................................•-•--.....-.-................. E 6 CPP: S=73.95 : .'.. .-°-_ - . - - - - - - -�- �/�I : : i - _ - - - - - _ - - . . : • p• •. . . _ . . . . . _ - _ - _ - _ _ _ - - - - i - - . . . . . . . . . . . . - f _ - - - - - - - . - N - - " CONTRACTOt TO FIELC LOCATE 1 c� . :.............IE-12 CONC'E=73.26.-: ......__:-.. :... .... .----.....-.--...-- ......-- -- --- -- :_.. ..... -••----- .... . I . - AND VERIFY VERTICAL AND ::::... - .. . 00 :. - •------- ......... ....... -. .----.... .. .. -.--.- - -..-.. .-. -T._ _ - ...... .....-•..•.. •........ ......... .... 12. PV .. - . -- - - _. 0.8 . �, .5- - 0. _ - O A �-LF C - SDR 35 0 -0.49% W 12 WATERMAIN EXTENSION ' L1N - - - - : • . . . . . . . . : . . . . . . . . . : . . . . . . . . : . . . . . . . . - . . . . . . . . . - . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . - - - - - _ - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . _ - _--._,. _ . . . . . . . N _ - . ... , ............... - . :...... - . :. » :...... - :..PRIOR TO ANY CONSTRUCTION. :....... ......... ...... . . :..... ........ - . - LF 12 PVC S8R 36 0 -9 4•B%a ..... T`.. ! , ::_ T •••:......-••: - ....-. 12..: .... ......... ...- •--- •-L ..0 .5 NOTIFY :...................: -..... -.-.- ....................EER:OF:ANY:::::_...-:::---::::::::---::::........:---......s_........:... .Y!I�D:......--:•--:0.61:---.... ..■(� I ...----•....----_.....--•-•-•-•-•-•••••....................I.........._--.-.--.-:...........----'- .--........ ...... .-----....------.... ................... ...............----' " .. .................. •-----'--.....-----•-•--- .. .... OISCREPANOtES. - ` W .:r -------------------------------- - - -- - -- -- -- - -------------------- , _-_ - - - ------------ - rn + ......... ..... - - �� ___-- W _ _ 1 __- ......... ........ . ..... --___- W- -_ _-__ . _ :EX; 2 ___ _________ ___�_�._1_ Tom.. �. - ---------- ----- -----`_-_ •�-- - - �- +A: _ .n•JrL1-aat:.____-_-- --- __ N % _ __ _ _ _ _ _;r_ _ _ _ '^ 2 SD - i --- •........ ......... ......... --• ... ......-------__---- - EX. 12 W . . . . . . . . . . . . . . . . .-,-.� - .� . . . . . �- / . • - . . . . . . . . . . . . . . . . • . . - -. -------------- ______--- - - _�. - - - - - • • . . . . . . . . . . . -- _---------- cc ... - : _ :. 5 .•..? ---- :......... .- ........ ........--...... ........ .. .------ r _;.. : ' i----...�`' �pyp� .. ........ ........ ..... ..... ... ........-_...... --- r . : ...... . U9 - : 24 LF 12 fl i.: W . : . : : _ - : : N .................. : .. . ........ ........................ I ......... : : - : - I�n.Vi� till :1-IrG.1l- :CONTRACTOR TO FIELD LOCAlt AND VERIFY VERTiCAt AND :........... STA. 11 +60.00, 28.72 LT. :..... :.-I[1LS'f-AC..L:-... .......-.N�1At.C8--�R2 .TYPE:1:------------------- . .. I ••••••...:.........:.........:...•--.--_ ... - ...:. .. ALL: :......... . ......... . , . - - ...... : W STANQARD 1:3*m :HORIZO ` STA. 13+15.12 18.z .: • STA.-1.4+00.00, - 28.72 LT. ...... - - : .. - . +L. L, . : - - : : - - - : - - - - - - : - - - - . . ' . . . . . . . . . . . . . . : . . . . . - - - - - : - . - . : . . . . . . . . . . . . . . . . _ - - - - - - - - . - • . . • . • . • . . . . . . - - - . . . » - -a- - .,- - - - - - - - - - - - - - - w- ---.... : /... : : -STA.: 10.+.13.91 - 18:62 ,LT., .. . ..:... - - ....: - .... - .. : _ �:2 - W-/STANDARD: GRATE ....: - ........-:. . .......:..- ..... _ ...: EX. CB .... n n RIM i`i- 77.E A N -1' '12 'x, 2 TEE (�AJxFL) : �' L �� :PRIOR: TORANY CONSTRUCTION'. '•-• .... • ....: - .. AIM=iej2# 7i. 29 .. : ' - . .... ...... . �- x :.. _ .. _ ...:. : - .... - - 1-1 i x 12 TEE (ALL FL) .... . . . :.... . . ...:....... . .:...... . : IE=3#3� (12° : N) 74.5/ (/2 N 1-12 GATE VALVE FLxMJ - n f » . n - . :.........:.........: • - STA:-9+59.50,- 17.84 -RT: _ . J �...... = .........:COORDINATE WITH INSPECTOR ) 1E= (12 NW. S)- 72.3/ /2 N ..................:.. _ :-----------._.......---'-'--- -.......-----_2.12. GATE VALVES: ------......:.•••.....:. :-CONC.BLOCKINO- ..... n ..- :. ,RIM-77.55 ; . . .... - ... FOR : REOUIRED FITTINGS:.. :... - .....:..... : ' ' - - ' ' - • ' <E = .73. 4�12 - S) - :....... - . ... .. - . Q ...... » - .. a z $LOCKING _ .. :. .........:.. IE- 12 - CONC- 5=71.12 : - z a ........: ...... ..........:...... ... :NOTIFY ENGINEER 8F ANY : : .... ......... • • .. .. - . �- :. 0 0.. ; ........:..... : ........:----.....:...I..-• ......... ......... ......... ..... ......_.. ..----•• •-------...---------• --- .. --- ----- ...... ........- ...--.... tE 12 CONO NE-7�.97 m :----- .. , . .....................`13SG. .ANCIES,: - REP ........... ....•-•............. � . - - 65 -. ..........-0 . ............ .............. ..--..........--'- .. ....----- ...---.........._..- ............. .................... .. ........ ..... ..---.. --' --- .... ........ •--...-- ......... ........ .. ...----- -- --.... 0 • �a - .. ............ : : : : -.................................:...•--... ..---.-,. ,..-..•. ••-----------••• -•- -•••••-- ......... .---•-----,... ...... . -_ _- .--•.-••t- N t----. .........,........ .... ..... ..._.... ....... .....I. --...... ....... ........ .---- ........ ... .. .�. ...-.-, .... .. �_t_ i-• II . EX: SDMH - 00 : . : -•-�- --- - • • .-•--•.. ..... ........ _...................... .----•-. . . : Z . - - - . . - - - - - - - . _ _ . s, _y _ - - e-T+-r�• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . STA. 9+86.42, 37 59 . RT s �.�. --� - . ■ ----••---• RIM=75'35 o� --, .... .. E.:��S-r--:---•---- ...•••--. ....... .........---...,.. -•- ...... ............. c i ci . -sue•- ' 6 :................1-. NC W=71.75.......-- ...._...:..... :......_........ ...... ...... : EX. SSMH : :. :-._:.. .. .. ......... ......... ..---.. ..... .. .... ._ ........ ........ .. -r IE -12 = CONC SW - =� =� J a. 14+5d. .7 RT. ... J..................................:.-.................•......,1.....................:........................:----..J..---:_-._...................:-....................... ..-1 ... ...----_...................-i......_..........................._...........-......-.......:........................:................... ....: - _ • -: ..................................................................................................".-...---..--------------_..._............-._-_-.. -I.. --.-..-. ........• ........•••....-......J-..:_.-.:.........................:..... .................... ........... -� .1.2--'.-..........---.----- 6� W. :.... : -12 : CMP ,O.VERFLOW E_ k+1H = ,.... _.... ................... �...............-:.... %�.. .. JF.......,..--..-.-:- Jam_.,.._......:....-.... Jam. .........'.. Jw; 1E=63�#.8,$ ... :... , ..., . ty .........:........ . : - : : - - - - - - - - c:� -a A. - 10+,23.53,• 40.41- - RT. - . . . � -� . . . . . . . . . , . . . . . . . C� J J- - . . - _ . . . . . . . . . . � � J. . . . . . . . . . . • • • • - . . . c� .- J. . . . . . . . . . . . . . . . . . . C� •. J. - : . . . . . . . . . . . . . . . . . Cj .• J. . . . . . . . . . . . . . . . Czyt � • . ` ......... ........ &: � �... .. ...� : f�. ---- . II.. .._----- ......--.U_ .........:.. - �..•. ........- ---•• ....... ._. w ...--..-- - -- ........ ... RIM=74:83- _ . .. aE 63.E 'Q o :........--......-x X x x �.i _�. .;.i:..._._ x .ri. a .. '� _ a. x ' ' w x:.... _ w x::' w X :.. ... . .... . . . w �- - '� : w x x 1E=63.94 6 '� :........ .........x.........:...w ..--: .:........wx.-fi1.54. 8:. .w ..... .... v; w 4:...... -. --- w » LiJ W _ W . . - - • . . . . . . . . . W . . . . . W W W Lia N W f h 0 ao 1E 61:51 8: t- : : °i .... ::.: t`" ' °° • t``: °° �nCD : . . . . . . . .• . . . .. .. . - - f : .•ram. »- : ..r,. : : - ��. : .�: - - �a�. _ a, : - �0 - - �w : : - .~- . . . . . ..r 9: - o 00 :.........:.:.°� ....:- -.....:........r`r:.�=6.1.65--8:,W.......:. ter?...........:.........:....-...�� r.•.--..............:... ,r, •..:........._ ......:r c •....... �� '• ........ :�� .. ..-----. ...� : ......... .`°rl-ci cti' cv �.: ................. :. _- _-----------------­-------- : ............ ........ ... # . _....- ..... _....... I�. - ��. .-. -- ................... . ... ............................... I ............. .. . .. . .. ... ..: NEW IE 61. 5 8 SW I'�- ..... r, ..... � ------------- L 6 ) �f r €* r : . _ r..........:........................:...............:................r.........:........................:......._................ �........_....... ............................................................ A S -BUILT N 9+00 low * 12+00 13+00 14+00 ..co Record Drawing Certification FAC 01-0033 � '_ PROJECT REF- -- E PROFILE VIEW I E 0 SURVEY PERFORMELi► . these plans are approved for conformance with the City of SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL These drawings conf, th Aubum's Engineering Division requirements. � IN OCT. 002 By Date e, 6 Title/Position Qf'Z O-W. C/ Sc,&. d 4r%-_5 Approved By f)A,*,U� "0I - Confirmed by Clty.• Date Date Approved. 40 �,■,",� o r- ., - ­ ___ - - . - � - - I ,- - V'L- I %, - - - I . ­' - . � 11 - I I , -, _ , __­11 �� � ­,�__ 01 Scale: Q Job Number No. Date By Ckd. Appr. Revision Designed �kY („�► �»'� A For: 'j-j��e: --AA 18215 72ND AVENUE SOUTH r 3/1/02 MFB JGH DKB REVISED PER CITY REVIEW Drown MFB Horizontal oP� F `� vw KENT, WA 98032 THE QUADRANT CORPORATION WEST VALLEY HIGHWAY ROAD 7978 � i mow` co 2 4/24/02 MFB JGH DKB REVISED PER CITY REVIEW 3 5/16/021 MFB I JGH DKB FIND. BID SET 4 10125421 BW I JGH I PKB PER AS-SUILT REV. 1 "=20' Checked - 4frtkai Approved DKB 1 "=5' Date 6/19/01 25672 p F� F� � S T E.R�' �.��' S��NA � ENS EXPIRES 9 23 03 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 11100 N.E. 8th STREET, SUITE 50 BELLEVUE, WA 98004 (42 50) 455-2900 IMPROVEMENT PLAN AND PR FILE& Sheet o O AUBURN TERRACE PLAZA C of g 03.D 17I 7 4b - . s 0 M M No. Date Bey Ckd. Appr. 1 3/1/02 MFB JGH DKB REVISED PER CITY REVIEW 2 4/24/02 MFB JGH DKB REVISED PER CITY REVIEW 3 5/16/02 MFB JGH I DKB I FINAL BID SET 4 10125,02 BW JGH I DKB I PER AS -BUILT REV. ?F 11 ovil 7.f I) Revision WEST VALLEY HIGHWAY ROAD IMPROVEMENT PLAN AND PROFILE IE=68.76 • R REPLACE EXISTING GRAVEL MOVE/ ----------- • RIVEWAY//10 ORIGINAL OR 13ETTER C% biTW10 N. 0 pill- ------- -- 7/.74 RI EX 18" SD Q_ x,' _*P-RAP PA -W—SD RIM EX. CB 75 [E=73.76 (I 2* \N s - C) IA< - A.A 49 55-2.44 41 00 0.45 rW4" " T-1 "., .. -- HO, LF 12 PW $DR 35 0 Q-M% x 51 _- _-1 9 C Ln IM=7B 4.97 �0 ------------ NEW IE=7 78 0.14 U) 11 afar-- - +2& LF 12" D.I. SD 0 trt7% 011), Ait 75.�71 NEW ASPHALT OVERLAY NOTE: (PER CITY OF AUBURN STDS.) GRIND EXISTING PAVEMENT AND THE ASPHALT OVERLAY SHALL CONSIST OF 2" ....... ....... CLASS 'B' ASPHALT. THE GRIND AND OVERLAY WORK SHALL BE ACCOMPLISHED UNDER THE DIRECTION OF THE C.O.A. CONSTRUCTION INSPECTOR AND SHALL 7..9 NEW CONC. CURB AND GUTTER NOT EXCEED WHAT HAS BEEN DELINEATED ON THESE PLANS. X (PER CITY OF AUBURN STDS.) .. . ........... ............... 01 A AI I11MIA1 E.X S.c.MH RIM rye, l..� 1. i i E e�. 1E 8" PVC NW=63.94 1E 81' PVC 'S=6,174 SCALE: 1 "=20' ........................ ....... ........ .......... ........................ ........................ .................... __! .......... . ............ ...... . .................... ................... .................... ......... ......... ......... ...... ......... ....... ............. .......... --------------------- ........... ................... ........ ............... .... ......... ....... (0 ........... ............. .... ......... ......... ......... ......... ................... .................. ............... ...... ....... ......... ......... ......... . ......... PROPOSED-GRADE-0- RIGHT F.L....... .......... ......... -------- ........................ ............... ................... 'LEY ... ........... ........... * ............ ............. QF.:WEST. VAL- _H IGHWAY..'..::..'..'. • ................ . : ........................ ............... ....... Mi W .................. ........................ : .... * .... : --- * ... * ...... ***'******:***** .......... * ........ ...................... . _'t'x_."_60A6t .. 0":" R*'t*G'l'q"T'-' "F* ................ ......... ......... ......... ................. ■EX.: GRADE It' OF ......... . ....... ......... _55 ....... ------ 0-.45 :OF WEST- VALLEY- HIGH ....... ......... WEST VALLEY. HIGH ......... ................... ....... . ......... ......... ......... ......... ......... .4-26- LF- 12" - PVC- $DR 35 -0 e-;4e% ....... - ......... ... ......... ........ ......... ......... ......... ----------- ------ ... ... ...... ................ ......... ................... ......... ...... ............ ........ .......... ... ............. ......... ...... .. ......... ......... ......... ............... .... .. ...... ......... .... .... .... . ................ .... .............. .......... ....... W-0 ........... . . ..... jZL: ..... ........ ...... . ....... ... W ................. .......................... ................. ........ . ......... ....... - I .. L=� -- -- ------ --- . ..................... ........................ ....................................... -75 ------ ....... .............. ........................ ............. .......... ............ ... ...... .. ............ ......... 0.14: 75 .................. ... .... ....... ......... .... .... ... .. ....... C0 .............. ................. .... ............. ............. -1-2e LF Ir- b.t. W 0- 4.4-7* ................. .. ......... .... .. ........ ......... .......... ---------- ............. .......... ......... ......... .......... ------ .... ------------- . . . . ----------- --------- . . . . . . . . . . . . . . . . . . . . 4 ...... .............. -W ........ ........................ .... ....................................... ......... ....... . ................... 70. .... . ...................... ........ . ....... ....................... ...... M ........... .......... ............. --------- .............. ....... ............ ............ M ......... ..................... ........................ ........................ ................... .... ........................ ........................ :70 .. .......... .. ............... ......... ........ ................... ....... . ........... ......... . .. ..-.......-... ......STAB$�-1 5+9_0.0G, -2 8- qT20.76 ... ..........-.......... ..........ST& - 1-7+15.§ 2676! .......-......... .....W/TANDARD:GRAM................ ......... ......... .........R1 97 7480- -..s --------- ........... .......RIM�;94-75;10- ------- ... ......... --------- ......NEW (12z(8..) ... ......... ..... ........... (12":NW)M.jQ(8"'N) ....... ......... ........ ......... .... .... .....-...-...-....-.... ................................ ......... W. . . . . . . . . . . . . . . . . . . . . . . . . u.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - ................... ......... ......... ......... ......... . . . . . . . . . . . . . . . . . . . . -. -----. - ... . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---------... ................... ................... ......... ......... ......... ......... ......... ......... .......... EX. -SSMH ----- --------- ......... ........ ... ........ ......... ......... Z.... .................................... .... ............. W ......... ........................ ...... CY . ...... ............ ............ ........... ............. X ......... ........................ ........................ Q . ........ ........ ... .............. 7, T ST-A_.__j4+5G.5 ........... .......... ............ RIM=74.12 ---- C-3i * . , , , * - - - , , * . . C� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IE=:6�-74 4:: s): ........ ........ ......... J. ......... ....... J. . ......... ........ >< X )< ....... X ........ ...... >< .... NW) ........ L.Li >< ........ x %'�. [�Lj it: 63.94 8 - N ......... ... LLJ X ......... ........ 1�lj ...... ......... ... LLJ X ......... ........ �L >� LL ....... ......... ... L�_j .... LCJ LL7j IEtt:63.94 �6": NE) ......... • ........ ....... ......... ......... ....... ......... ......... ....... ... .. . . . . . . . . . . . . . . . . . . . . . . . . C� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ln . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... --------------- ------------- ...................................... ... .. ... ................................................... ............. ...................... ....................... ........ . ........ .............. ......... ........................ .............................................. 15+W 17+00 PROFILE VIEW SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL Scale: rn co r- G) r- 00 F-7 G) r- V) Q) x 0 >1 E C) U) Record Drawing Certification PROJECT REF. FAC #O 1 -OOjj FIELD SURVEY PERFORMED These drawings o to he Gaoqtm 16A eefISAY-10" 1-037 coW2 These plans are approved for conformance with a OCity Auburn's Engineering Division requirernaft. . City IN OCT, 20 By Dote /0/-I' ritle/Positidn' azt;� AX, By. roved ved Confirmed by Cltl.• Date Date Approved. 00 I k At k u Designed JGH 4 For: e: I I WA d1w Qft M18215 72ND AVENUE SOUTH Drawn MFB Horizontal 1"=20' Checked JGH Vertical Approved _DKB 1 "=5' Date 6/19/01 KENT, WA 98032 (425)251-6222 25M (425)251-8782 FAX 0 sl�NA L CIVIL ENGINEERING, LAND PLANNING, [—EXPIRES 9/2,3/= SURVEYING, ENVIRONMENTAL SERVICES THE QUADRANT CORPORATION WEST VALLEY HIGHWAY FOAD 7978 00 11100 N.E. 8th STREET, SUITE 500 IMPROVEMENT PLAN AND PROFILE Sheet CD CD CD BELLEVUE, WA 98004 t (425) 455-2900 AUBURN TERRACE PLAZA _P7 of 39 1D►717 v; 4*', W VALLEY HIGFWAY CHAN'WL2ATION PLAN ---------- -------------- ---------- --------- ------------- T MN ,1_ I 0000 _ x POWER �v ---` W/u # I'4 u---------- ^`"'._.- SO _ _--� ,.... _-- _s�:��� ._•� _ POWER w X. OLE— CHOR NA ALL :x PrxIR f C.0 MINAIRE EX, PR IMF �a ^"^ -"" -- _ - ' rtC W/UG DROP 000 ;a}t 1 n sa=== k. . POLE 1�s,Jr=UY ANCHOR • I— � .. - -- EX. POD /�L E f I EX. CHANNELIZATION PLAN ViEW -- - ---K - `� i SCALE: 1 "=40' Ij€ 1 E I a r n , [: __-, -ST . + 5.0 . ' LT. ST P IG —1 i' J o i l / 4 1 ! 1 I 1 Z I f EX, SIGNAL GUY POLE ...., a t — o SIGNAL � J....gCX . . 1 OW o DDIATI STA. 0+87.0 6.75' LT STA. 11 +75.0 24.0 LT. o i I ` =END OLID WHITE LANE ' E RIGHT TURN ONLY ARROW �' END DOUBLED DOUBLE YELLOW LANE LINE 3. ° 12 -10 N . R: I ROW END SOLID WHITE LANE LINE, 7.5 RT. p MATCH EXISTING CHANNELIZATION LINE ` ° r � .0 E-. Sl rIAI_ GUY � P _E90 �E �t p - sr/L. MI e \ 12' _ w ./�', - A. 15+25.0 LIGHT LEGEND00 i ? I STAG. 1 1. T. WHITE LANE 3 2' RT w_. _. D 50 BAY TAP AYARROW BEGIN SOLID W 1 ET LIGHT r — - - _ STA. 14+65.0 RIGHT, TURN ONLY ARROW BEGIN 50 BAY TAPER PER CITYNEW EOF AUBURN STD. DETAIL TRSL-2 _-R, it Ay: E POWER Pc 1 : } `� "` t.31+ 1 R �< m — LE�....— .....�--�•--•.__........_. ....__ _ - _ �►� � � o--�,.....�_.� � .^..J•._._~ � /_ I � NEW TYPE I J BOX x _ � - `'':► =.��„� �,,, g :t �., G ;,� ' NEW CONDUIT TA. 10+75.0 24.0° i ur LT. STREET LIGHT SERVICE CABINET PER CITY OF AUBURN STD. DETAIL TRSL 3 '- RIGHT TURN ONLY � \ P LEFT TURN ONLY ARROW,, . i STA. 12+25 0 1 0 LT EXISTING DRIVEWAY TO BE REMOVED ORNEW� DRIVEWAY TO LINEUP WITH EXISTING DRIVEWAY ~�.,... .. 1 ---- ___- •^•-~ ~ // i TWO WAY TURN ARROW Record Drawing Certification Ak EX 1 X. POWER POt.1 w� g -W GUY ANCHOR 1+62.0 BEGIN I TWO WAY LI 75 RT. & 6.75 LT. 1 , END DOUBL DOUBLE YELLOW LA LINE , 4.75 RT. ese w e Contractors con r� E/ S Th drawings onf f the n _. EX. TCL I�AN 0-'; E STA. 10+37.0 ' By _ - Date a 6 _. '-iEOPTh:' BEGIN DOUBLE DOUBLE YELLOW LANE LINES 4.75 RT. N - - I� , D BEGIN SOLID WHITE LANE LINE, 6.75 LT. & 17.5 LT. GENERAL NOTES: CONSTRUCTION NOTES: SIGN LEGEND e� � ....•-_=-�`*.=' __--- " ... ii` � ,. x,:. Cs ... :�Ca.1:. ��""' Trtl Positi n o a z 1 — TRAFFIC SIGN AS DESIGNATED ON THE PLAN STREET LIGHT LUMINAIRE, POLE, AND FOUNDATION PER D Confirmed by Clty: Vie` _ ;-- N AND SHOWN IN THE SIGN LEGEND SHALL CITY OF AUBURN STD. DETAIL TRSL-2. BE PER MUTCD. �o 5— STREET LIGHT JUNCTION BOX, TYPE 1, PER CITY OF NO 2 — ALL SIGNS SHALL BE IN ACCORDANCE WITH MUTCD AUBURN STD. DETAIL TRSL-4. PROJECT REF. FAC ,101-0033°'�=''+Mu_ E PROPOSED CHANNELIZATION PLAN VIEW CODES AND SPECIFICATIONS. NEW 2° CONDUIT (PVC OR RGS) PER CITY OF PAANY E 3 — PROVIDE AND INSTALL LUMINAIRES AND LIGHTING AUBURN STD. DETAIL TRSL-5. �MThese plans are approved for conformance with tht City of o L POLE S C H E L SCALE: 1 "=40' EQUIPMENT IN ACCORDANCE WITH THE CITY Auburn s Engineering Division requirements. OF AUBURN STANDARD DETAILS AND W.S.D.O.T.TRAFFIC SIGNS SHALL BE INSTALLED PER R7-101 LUMIN. 0110.. SIATION CIRCUFT f t'YPE III DIST—WATT MT'G HGT MA STANDARDS SPECIFICATIONS. CITY OF AUBURN STD. DTL. TRSP-1. Approved By. 1 2+70.0, 33.5 LT 1 MC3 — 40OW 35� 12� CITY OF AUBURN g Date Approved. ' _ No. Date By Ckd. Appir. Revision Designed JGH Scale: K. 14 A WA G' V--AA 18215 72ND AVENUE SOUTH Fors Titles 1 3/1/02 MFB JGH PER CITY REVIEW Drawn MFB Horizontal �� ° �� �— Q� v� KENT, WA 98032 THE QUADRANT CORPORATION WEST VALLEY HIGHWAY 7978 2 4/24/02 MFB JGH PER CITY REVIEW 00 JGH ` (425)251-6222 11100 3 5/16/02 MFB JGH D K B >r 1=40= N.E. 8th STREET, SUITE 500 CHANNELIZATION PLAN Y Checked "" (425)251-8782 FAX Cn --- ---- - roved DKB CD Vertical sSF�l56 0�1G\�`�`� BELLEVUE, WA 98004 Sheet CD o COCD ' CIVIL ENGINEERING, LAND PLANNING, Approved N/A NA L EN��, `N��� SURVEYING, ENVIRONMENTAL SERVICES ---- ----- Date 6/19/01 EXPIRES 9 23 03 ECG (425) 455-2900 AUBURN TERRACE PLAZA C8 9 - - of -AN.k", -, I-.--- - � I I Imp 0 m .90 40,9 : 11 A W M I T. _4 � A I I* nii � 4 El ig 221i'• -1 1E "I, 3 , : :- - - . . . . . . . : . . . . . . . . : . -�. : : (2 --------- : .... .... : . : .... ... .... : : : : ....... \-- >� NEW ASPHALT .... .... :: -1 --- * ... : ..... * , ­ : ' ' : . . � . . . � LA . PAVEMENT : . . . : � . . . . . . . . : . . . . . . . . . : : : : : : : ------ -- ------ ­.: __1 .... :111'', ... :''*** .... : : ......... ......... : .... NEW AS ' : . . PHALT- OVERLAY':. -.' * * ' * - ­ ' ... . 11 ....... ........... .............. � ..... __: .. ............. � ...... : n: .............. ­ .... ...... 7.7..74,± ...... : . so : . . - . . . � ..".8 ..f .......... : ......... : : ** _: . . 9 ........... : : . _ - - . :­* .... *: ; ... � q. ...... : . . ,� ..... : ,�, : ......... i ......... ! :­ ­ .... : ......... : ......... : .. :_� . * : : : ....... . .. _� .......... : ........ : :­ ... ......... ..... : ......... : ........ : . .. . . . ; : : : . SAWC`UT'UNE ... .... : : , : - , AUBURN- TERRACE PLAZA - . - - ---,, - ----- - - : :...AUBURN ........... : ......... ; : . . on: - SITE .-.ENTRANCE .: ..--. .- - ___ _'. __..:........ � ... � ...... �_ ...... : ............ ........... : ...... �� : -------- : : ............... :75 :... ........ :. .. ...� : EX -:GRADE _'ON'W�1' , . . I ........ : : --------- : ........ *:- : .: : ...... � . � : ......... : - VALLEY- HIGHWAY ...... .... : . : : - : : --------- � ---------............... : ------ * ------------ : ........ *: - : .... : ......... : ......... 1 ......... : : : :­ ....... : ......... :*­­­:._ ...... : ......... : : ......... : ......... : ........ : : ...­ ... .... : z ......... : ..... 1­1 .... : ........ : - ......... : ... I., ............................................. . .......................................... . ............................... 8TA. 10+00 I I ­1 SCALE: 1"-20' HORIZONTAL 1"-5' VERTICAL � :­ ..... * * . ........... : ------------------- : , ".- - : " - . : ........ ;Z ........... : ......................... : ........... :,­ ...... ­­­ .... * : ............ * .......... * : : ..... ­ .. ........... : ........................ :.. � ..................... : ........................ : . . . . . . . . . : . . . . . . . . . . . . . � : --:--_--:�--:--.--: .... : ........................ : ......................... . � ­­ ­**­* ........ * -------- * ....... * ..... q . - - - -�--.--�--.--:--_--:--.--�--.-- ..... ----- : ... 0 .... - - - :---- - - - - : � ........ : ......... : : ... 0 .... : ........ : ... tt : .... ; . . . . . . . . . : ......... : . . : . . . - I :-ii. : : : , . __ . - :...F=. ... ......... . . . - 3C ......... : .... .... : ......... : ......... : ... 31: .... : - - : - �. ....... : ......... : .......... : ... .......... : ---------------- ­: ......... : ... 6 ..... :: : .... � ......... ...... : ............. .... : . : . . : : : : . ..�:3&r-­O: --------- : : ......... : .... ... : ......... - 9 ­ : : : : " , --------- 3� ---------- ::: ----- -------- *: .......... V. . : --- ----- --------- :­*­­: ... ... : : � C; : . - - : ................... : ......... : ... C2 ----- : ---- . ......... : .... .... : ... * ..... : ......... : ... ..... : 2 ... : : - . - Z5 � Ix ---- 0 ------ --------- ­- I ............... : ... 0 .... : ......... : ......... ......... : ......... : ......... : .. ......... : .... .... : ....... - ......... : .... .... : : . . - '' , - - , , - - - - - - __ - . . : W : : : W­­ : : : . . : < .. . : : : ---- 0 . ........ : .... .......... � ............. .6 .... : .Qf!��.:6;: ....... 14P. : ... _ .... : : ... 0 .... : ......... : .... ... X* : ­ � I - ' :.. : : .... NEW .ASPHALT .PAVEMENT : _. _. '. ' '. ' ' : ­ ------- : --- )'E � ----- : : .... ... Q ---- �NEW -ASPHALT j PNEMW ........ . . . .... : : --- .... NEW ASPHALT ]PAVEMENT ::::::* ' i: .......... :._ .. . : : ......... : ... L" .... : . : . . : --- b Ld .... :� ........ : .... I .... : : . : : : ......... : .... : ---- .. ..... : : .... .... .... : .... .... : --------- .... : . .: ........ : ......... : 3i ..... : ......... : .... I ..... : ....... : --------- : .... : : - : : : .... .... : ... : : .... : : ..... : ......... : ........ : . : : ....... : ......... : ......... I ---- -- -, . . : . . : . . . . - : . 0 : : '' 0� --- 78.00 ' ­ : 0 i..-..:..-.d -.\.- , .. .... ..�__�__ ...... � ...... I" � 15. 0 4 .......... � ............. : ........................ : ....... ­ . ............ :­ '55 .! .: ........................ : ........ : ... ... ;Z v ZZ-28* , . 7 ....... . ........ : : . - I= ..... : .77. . - _. .. . : .............. - .L PMATIN: M "I .... : ...... � . . : ......... : .... .... : - . 7 . .............. 80 . ...... .1 . : : : W: .... 62 '\' . , : : so ----------- ------ 7-.B-I± .......... �117%4_4: ................................... a . ------- 77A1-± .......... ' -47: .. .................... so : ... - : : . : $o : - __ : ............ ........ . : ... MATCH: EX �r - - . : . � ...... : ......... : ......... : : ........ : ... ,�AT H y ..... : ---------- : * , , * , , , '_ - : .... .... : . - - - I - . /. . : ......... : ......... : .... .... : I . � : : .......... : -0-1:-7K% - : ......... : ......... i .... I ... : , '. '. ,�. MATCH:EX:..... '," - \ . . . .... ............ : ........ : V . .... ---- *.1*"­.­*_"___" : . I . ,/ .... - 4W . , , . : - . : : , I : . i /V " : : : ., �c., 1� . : - . , : ... ..... : .... . : ------ . ..... : . . . - - - __ - 8 L . ..--.. ................ . . : _- I ..... : - - I ' , : '' 1­ . : .... 1­-:1 -------- : :­* ... . :*­ . 0411T,;:�. - I ----- : - � --- - _7__:_� ! . .-7� : . ....... : .... � ... : : ........... :� 11,11 . - : : :, .. : : .... � ---- 11 ...... : ................... : , * .. .... : : ......... : ..... . .. - �: ........... * ,�. . . .... . . .__ . .- : - - - � .... .. I ... . . :­ : : ---------- :: __ .. . ­ .. .... . ...... ..... : .. __ : : : : . : ..... ..... : ......... . : .... . . ...... . - - . - - . �\\ : : - "---WW. 06HALT .... �: _: ..... : : - ­ ­ ........ : .... : - . - : . 7 _(5v �y - : . : � . .. ------ SAWC .' LINE : �, - . : : �>' . . . t - - % ' ' - - _/� - . . . . - - - 7 ' - - !_g - _` _' � - - - - - . � , T.- - - SA -CU. - -LINt ........ � : , . NEW 'CAUJRB ' -GUTTER: ........ : ......... : -,t' ' * .... : . : : .... /. : , **** .... : , ­ : * ...... � - I *� - " - -� ' * ------ :: ......... : i .... ­­ -7- - ' W: A T: OVERLAY: ......... : .... .... : . : : . . . I -71NDY ASPHALT OVERLAY : .... : ......... � ..... NE, .,9PHAL " '' : ......... .... . ....... .... ... . : .......... I ... : . ...... ......... . , . : - : : : : . : : : : : .. _ �.� - .;: .......... *.. , ----- -- --- ......... : ... �.* ................. : ..... .:-M . � .... ... .. ...... ........... . 75: .......... ... : ........................ :­ .............. � ...... : .......... � ............. : .......... � ............ :.. . , - . ... ;;ILYE - _...'..' ...'..' .. .. -: .... .................... -------- � .............. : ------------ * ...... * .... : ............... . .0 --: ....... ........... A * 75:, NEW ............. . ..... ... :75 75: ........ . . . ..... :. : . : ..... W CURB . ...... . . -.�75 - : : . ... : , , , , - : - ....... : . .. . . . : ......... : ....... \. . : .... .... : --- : : . WW , - - : ---- : : : : � �': , ::: � ----------- : ... , . - . : ......... : ......... : ........... I ....... . : . . 11"\,\ ..... : . . .... : ......... ! ... *.NEW CURY & OUtIN : * ..... : ....... � - : - : ' : . : : : -CURB -& GUTTER ........ : ......... - I : ------------------- * ** , ­ ,­ : ** --- ** * * .... w .... 1 .... NEW ---- � .... : ......... : : . . . : : : : .... :_ ....... - : , .... I ............ .. : ........... . . . ............... : ......... : . .. . . : ......... : .... ... .... : - : : NEW -5 SIDEWALK : : . 11 : : : --- I �SIDEWALK' - : :_j . . , ' i ."- ---------- .... : ......... ----- ........ \�, . �& ....... : .... ** , * , � ........ � ..... .... : : : ... * , * " - : --------- : , , ** * , , :-, : ... . . : .......... : : , , * . :--------- : : - : --- � : � '. '. * ': '. IDC GRADE � ON � .... . . .............................. - : .... ,� --------- : ... ------ ­ : : : - - . : : . " : : : : * : : : : . ... : . EX.- GRADE WEST --- � . ............ � ......... : : --------- : --------- : ......... : ........ . . - : * ........ : ......... : -VALLEY HIGHWAY ..... : ...... *­ : : , * ....... : --------- : * : � .............. : . : ....... : : I I I I I * I I * : * I ­ , , , , : . . 11"". : - . EX. -GRADE ON -WEST - : * , , * ''' . : .� � : ......... : ......... ....... : ......... : ......... ; . ....... : : ......... : ......... : .......... . ., .1 .... : . . . : A . : ..... . : : : : "VALLEY: HIGHWAY ------- : . : . . ­1< ..... I ---- - -- , . . ------ : ......... : ......... : ....... � . : ......... : ......... z ------------------- ' YALLEY HIGHWAY : : :: : ' : * ......... : "\. : : * I : I *11 I I I * : : , . : , * , 11�� ---- : : ..... : : : : ....... ­i : --------- :­ ... : : : . - : . ....... : ......... ; ......... : ................... : ..... . ...... : ......... :­ ...... : ......... : ......... : ......... : ...... ..... : . .. .... : .......... ---...: ....................... : . : : : . : : : : : : : : : --- � .............. � ........................... � .......... ........................... ................ � ................................................................................... : .................................................. ........................................... I ............. .............. ­ ............................................................................. STA. 10+50 STA. 1+00 - STA. 1111+50 SCALE: 1"-20' HORIZONTAL 1*-5* VERTICAL SCALE: 1*-20' HORIZONTAL 1*-5* VERTICAL SCALE: 1"=20' HORIZONTAL 1"-5' VERTICAL :*­ ... ** .................................... : ................................................. : ........................ : ........................ : ............... . ............................ I ..... : ................................................. : ........................ : ........................ : am . . . . . . . . . . . . . . . . . . . . . . ft ... : ............ : ......... : : ... ..... : . : : : . . . :­ --- 3:: ...... � .. ... .... : ...... ... ....: ... 3j .... : : ... ..... � ... : ... ­ * ........ : ... - : : : . : , :, * ... : i�E::, : ................... : ... ..30 ..... : : ... .............. .... : ......... : ......... : ... 6 .... : : ... � - � ..... : : 0 --- 0 : : : - -0: : : : : .. - . .... : ...... - _.: ......... : : ..... ..: ......... 0 :­ 6 --------- : ... :*­­ . M : : :..* ­ * '' * '': * ..... * : ­., Ix ..... : : . . . 8 : : : b� - . : . . . . . . . . . : . . . . . . . . . . . 1 � j,� .. . . . . . . : . . � . . . . : 1i : : : : : - : : . LLJ . . . � . : : . . . . . * , , * . . . . .. . . : .- '. .- ., , '. ., , , : * * . . . . * - , � , , , . , , , * :: . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . - : : : * - , : * . . . . . . . * , , , - - : , , * : * * * . . . . , , : . . . ... . . . , x NEW. ASPHALT PAVEMENT........:. : - - : ... X : : ... .... � . . . . LLJ ---- ! : . in ----- :: : . . . ... Uj . . : : 1 6 : NM ��T -PAVEIW ........ : ............. : '� .... ...... ......... .... ---- : ... . : ... : * * .... * , * : .... : : * , '34 :: .... ...... 1.9% -: ---- � ---- : � * ' ' r�-_ IM : ........ : . . � ........ . � : --- � ..... : .... ..... : ... .2. .I ......... : ......... : ......... : ......... : : . . : : . . . :: : : : . ............ : ........................ : ............. ......... . ....... ........... - .. - ...... : ........................ : ........... .......... ­:80 - - 7707 ... . , is ...... 80i.......... �0 ........ . . . . . ....... 77.54± ----------- ::�".-T . � ......... :00 IR .......... � . I I 11 ': ................... . . : ............... : : 02 \ ... - ......... � . � . . I-------.- . : H: EX. ' ' ' ' : ..... : : : . .a. . . ... : ......... : : .� .... .. . / ------------­ : ... * * I , * * : .... .... : : ... I •..... : . . I , , : ......... : , , * ... * * ... . � . . . .... "I ............... : ......... ; .... .... : : ... . ...... 7 � .... i ......... - - . . . : ......... : .... I ..... : * ��;.. I.' � .. . . .1 � : : : : : 0 ----- : m . : --------- : ... * ----- : .... .... : ----- --- : - .... : 9 4' -� ..... I : ---- . . ... I... . . . _.� .. __: ------- : ......... : .... � ... : : .... . . , . ... :_ _4___L_: .......... : .... * .... : , * * ...... :: : : __ ___ : : : : I : : - : .... * .... .. ..... I ... : - , - - -_ - - '---- __� .......... : .... .... : : .... ::7:71.1. .. ........ : .�. _:�� ... : ......... : ......... : - � : : . . : : . . : - . . . : ......... .. -- --- ­ .... : .............. .... : .... ....... ....... : .... - ..... ..... : ... , :: ..... : ------- - : : : : : : : * , '�� - . - . - : - - . * .. : 1* ---- : : .... . - NEW -ASPHALT -OVERLAY : . ....... : ---- ----- : .... : ... - ----- � ----- : ....... : - : : .... ... � : . . . ............ : .... .... : : .... . .. . . . NEW AS .. : ......... : I - , -'--- , , '' * . : . : : ... : .... S-AWCUT--LINE ---------------------- :: : , ": .......... . ..... ... ----- ......... : ........... I ....... � . ...... ... : ..... ... �Aduf.DN.t .... ......... : ........................ : ........ . .............. : ........... ............ :n 75: .... * ....... - .......... ......... : ... 75 7% ----- - - : --- : - I ... _ . :_ - - - .. .. ... * .... * ... : ----- : ------------------- : ......... : - .... ­­ . ...... . : ... ... : .. .... : - -------- : .:::....... ... : ......... : : - NEW- CURB.- & - GUTTER : � ----- : ...... ­ : _�: .... .... : ::::.::::NEW ........ � ...... - . .. , : - --------- ­ . ... - .. . ...... : .... .... : : ....... NEW .CURB - & - GUTTER -- ---- .... : ........ � ... ­ ------ : ....... . : ...NEW-5-SIDEWALK: : - a : - . . : ......... : .......... . ......... .. : - :.. .... : . -NEW'5" SIDEWALK ' * . . -: . . . . . � .� . . . � .... .. '---- : . . : '. I ... .... . . . . ' ' : : :::::NEW: . .- . '- : : ........ - ­... - . : ......... : ......... : . ... : ; ......... : : ' ' * ' ' L�.'dkAbE ON" WEST: . : EX. 'GRADE ON -WEV: . : : : ........ : : : : : : ......... . ..... : ...... : ......... : . .... : ................. ­ : .............. � ..... : ......... - VALLE-VALLEY ... ........ : ... ..............::VALLEY ...... VALLEY- HIGHWAY ... : .... ** * * * : ---------- : . : ... : : : ......... : _ ­ .- � . - : ------ - _� ...... I ... ! ......... : : -- -f. . . . : : : : : . : ,, : ......... : ..... q : : : : ... ** .... : --------- -------- : ........... � ....... : ......... - :­­ .... : --------- : : ..... * ... : ....... *,:* - . : ...... : . . ­1 . - ... I ... : ......... .. � ------ I ......... : ......... : : ......... : ........... ­ ------------------ : . � ....... : ......... : : : : : : ........................ : .................... � ... : .................. � ----- : ........................ :­ ... � ................. : ........................ : ................ � ................................. : ........................ : ------------ _ ............................................................ . . . . . . STA. 12+50 - ­_ StA. OM SCALE: 1"-20' HORIZONTAL 1"-5' VERTICAL SCftL- 1*=W HORIZONTAL 1"-5' VERTICAL : ........................ : ------------------------ : ... ***** ----------- * .... : ............ _ ........................... * * ... ­: , : ......... I ...... : : ......... : ......... : : ......... : ......... : ......... : : . . --- 3i : ---- 3: ..... : ......... : ........ � .......... :­ ... .: - : --- 6. � . . : : - ...... � � ... :­ ....... : ........ 0: - . . : . : ....- ..�.-............-....-......- ..................................I.....:i:::. .-.-.--.- :: _.._.......-.-..-..-.. .-..-..-..-..7.- ..- .- -- W ..X..... : .......:_...... .............< : ...L..... .. .......:..- ........0 - ..............I -......... ..............: --- ,.,,7 : - NEW- ASPHALT. PAVEMENT- - - : ........ : ........I�,......... ... . ......... 5.621---- . ........ : ......... 75.49--.---�....MATCH-EX.- : .........1: :................. .......... ....I: 80 ...... 3,2 -- ......... : .......... : ........... !--:.-: , ... . � .... : ......... : .... .... : . - 'NEW - AS�H_ALT'. . . . ...... : .......... . - : ..,_ : . ... ........... ............. : . ..: ............ ....... . � ......... : . ............. � .... *. ...--OVERLAY.. : . : ........... . : � ...... 11 ..... �'. : ......... : : : :SAWCUT' LIN ........ � ': . ..... . :­*­­: . . EX. -GRADE ON - WMT _. - � ------ : ......... : !1_1* *1 ' - NEW- CURB & GUTTER ....... .. : :: :: : : VALLEY- HIGHWAY-- : --------- : ......... : - ­ ...... :: - - - : : . ...... : .... � .............. : ......... :­ : : ......... :­ ...... : ......... : ......... : ......... : . - ............ • ....................................... ­ ..... ................................................ I ................. 87IFA. 15+00 . - SCALE: 1*=20' HORIZONTAL 1"-5* VERTICAL PROPOSED 10' !.O.W. DEDICATI, - 5' . i 5' L.! SIDEWALkI STRIP a*- 0 /I 4" THICK CONCRETE SIDEWALK �ER C.O.A. STD.STSW-2) W/ _ CRUSHED SURFACING TOP COURSE NEW CONC. CURB & GUTrER-------/ ER WSDOT STD. PLAN F-1) W/ 11 CRUSHED SURFACING TOP COURSE .1 2' RIGHT TURN LANE 1 4,; : ............... * ........ : ------ * ... **­* ........ : ... **** ......... * .... ­: ........................ : ........................ : ................................................. : . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . : : : : . . . . . . . . . q . . . * * * I I I : I I I I I . . . I : L: . . . . . . . . . . . * . . . . * , * : . . . . . . . . . : : ......... : ......... : ...-..: . . . . . . . *,*......:-3.-**- *..... .... ........................ .. .6............. ......... .............. .-....... . . .x.... ........ ........ ......... . . . . . . . Aso ----­.-,...-�.....--*.-...---..-...---\--..-..--.--..-..--.-..-..-----..... --...-.�- -- ::::::.::::::.:: ­ -.......-...... ..-."I..-.''l.­-.l, ...-....­-.. ­..- ­::::::.: ­.'*. ...*..' ..-'.'._L .j...'.* I.,...�... *..-......-. * *..-.......- .. : ..-......-.....-....--....-.-....-.-...--....-.-.. I. : ......._.5-......� ."..-....,-..... .....-... ..--..----..�..:.:.:- . .. .. --.-. --...---,-...--.. -- : ...... ...... ................... .....�. I ....-. ...... .. . :. 00 :. ........ .......... ...............­-:--12%...... ......... : .......­.......­:.........:.......... -' -- : EX. GRADE ON WEST E 5 - .NEW. ASPHALTPAVEMENT . . ......,.­°7.43± : .........VALLEY .... 75.24:''..'': ....... *,I. .. ... ....../MATCHEX.. .. :....-..-.... ..... ._:�....... .......... ,* " , **...I . .2 ....... .... *._.L.. -- - -------------- .......:.........:......_ .NEWASPH. .....- ......\...............:........................:....f.................: OVERLAY-..................� I:75 . . ..........:....:......... : :......... ---- - ------- .SAWCUT-i .�.....: ....... : ... .. ..NEW: CM & GLTTtR ......\:......... ......... : ....... ........ ....... : : ...... : ..: ........ : ......... : ......... : ......... :� - : : . : ..... ......... .. : ......... \ ........ I \ : ........ : : . -.!, . .:,.* .... ­­ ------- : --------- : : �\* , * * , , : ......... : ......... : ......... : ........ - .................... . . : ..................... \-.'-. - _­ .,..-:_/..*..: ........................ : ...... � ................ �: : : : � .......................... -.......................... • ................... ­ STA. 15+50 SCALE: 1"=20* HORIZONTAL 1"-5* VERTICAL I (� -zr%l 11 EXIST. 19'± 1.1. DUST. 1 9' ± I I I 11, LANE 11' TWO WAY_- 1 4' LANE 0. 1 LEFT TURN t I VARI -*� ..�E _ - - _MMES NEW ASPHALT PAVEMENT OVERLAY mma-1911 - :� ARI EMENT �' V WIDTH V�Rl_ _ SECTION IS APPLICABLE TO ALL WVH RESTORATION) - :IST. ASPHALT PAVEMENT -SAWCUT EXIST. PAVEMENT@ FOGLINE 3" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 4.5" COMPACTED DEPTH CLASS 'E' ASPHALT CONCRETE 6" COMPACTED DEPTH GRAVEL BASE COMPACTED TO 93% ADDITIONAL TPr7ATUPKIT MAY PP PPY)"iPpn nrprkiniKin ON (zrvi r,r)Kin1T1r)K1(Z WEST VALLEY HIGHWAY PRINCIPAL ARTERIAL NOT TO SCALE No. I Date By I Ckd. Appr. I Revision - - 1 REVISED PER CITY REVIEW - I,-------- - - 2 4/24/02 MFB JGH DKB REVISED PER CITY REVIEW 3 5/16/02 MFI3 1 :JGH DKB FINAL BID SET Scale: Designed JGH Drawn kro - Horizontal Checked M' AS SHOWN I Vertical Approved . AS SHOWN Date : ---- : - ---,:m ........... : ­: -­ ---- --- ...... : ........................ : ..... I --- I --------------- : i - -� -.­-.--:--.--:q�--.--: ------ : --------­-------- : - ;. -:.:. : ........ : ......... i. - . ; . : - ----: 3: - - - - - - - - - :.:..: .... W. I ....... : ......... :* 3i .... : : : : : !U;R : : : ---------- : : . . .... : - - - - - - � ... : . . . 0 . . . . : : q : . : . . . . 6 - - : . . . . . . . : : --- .... ......... : ......... : ..... ...... :.- : : . . � : . : . . >� - - - - : . . . in . . . . : . . WN ASPHALT: PAVEMENT: : -------- :: .- -. .' ........ : ... .... : - ­ :. . . . : \,3: ... W ......... : ..... I ---- : --------- : : ... , . : : -------- 1:­1 ..... : : .... ­­. :1.. ­.: ......... : ......... ; . . . , :1 -7 ... ........................ : ............ I ........... .. 6 ... I . ­ ..... .... /. .9. . . ...... . . . . so: ---- :--�--6� ........... : ­77.b7 "'.-.4.. : : . . ......... . so . . \ --- : ... / ... : ......... : . ..... I .... : . . . . __ -------- - .. . . - : .. : ......... : .... . 0 : ­­ , . : : - - __ . �. ­ . - � .... : ......... : ......... : ..... I : : - . :1: , .... : . ... : .... i .... I : :,­*­,:** .... . .......... f�. _� ... . : ......... . � �.T9 .... I . . ! ......... : .... . ...... . . : . ..... � : ....... -.---�: ......... : . .1 ....... : : : : . : : ....... .. •.. ..... !".: ::::..: . ........ . "x . : i If - I INC. '.. - . .. : ......... : : ..... . : .... .. � : .......... � .... NEW A$PHALT. OVERLAY:.........:.... : : : ..... a : - , : . 75: ----------- ------- --- : -­--------------- * .... :­­**­­­ ------------ ---- ---- ........... : ....... .... ............ UM : ....... . : ...... � .............. � : - -.- -: - -.- -:: .......... - : - - : ... ..... : ......... ire - - I .NEW CURB & GUTTER... : -- --- 1\ . : ......... : : . . - . : : - : - --- : /­ - -__ . • : : : . : :. NEW :5' .-SIDEWALX- ' ' ' ' ' ' ' ''''' - : -'" '"' ' ' " ! ......... ......... : : : ........ : ......... : ......... .... � . . . .­i� ...... I ..... : . : � : . : : --------- : ......... : --- EX. -GRADE -ON - WEST - - * : --------- : ......... : : ......... : ....... - ................... : ......... : ......... : . : ......... : , "­* * I . : ... VALLEY. HIGHWAY ------ : : : I . : -------- *:*­ ----- : : ......... : ......... : ........ : - ...... 1- ......... : ......... : . ......................... : .......... ­­11........ . ................................................ : ................... . ------ ­ ................... ­ STA. 12+00 SCALE: 1"-20' HORIZONTAL 1"-5' VERTICAL I ­ �1 "M %­ �.- .. I , a..1........-. -.0..-.­......-*.,*.-.. .....-__..." .. .-L�......*. ._.�I .......*.y..­..........­........'j,-I---I........---/- ...........* .,.1.........� .�_........., . ..................... ........-..q_X....-.&...:.-. --.:::::::::-..-..\-- -.. I.. \.-........-. ......... ....... ... ..: .... ..:::.:::::: -....... ..-..-......, .0..-....-.....9 .0-.........-.M..-.. ....-..........:i.. ...-.......­..-.........-.. ...... . .: 8. .-... ' ....................... ..�...-.-.. ....M1.......... ....................1 ­.b.... .....0.­%...-.. ..........�­. ..--........* ....--.. ........--.. .*.......-..----.....- ..�-...-.-.*..-.....-.-...­.-.-....-...-.-.....-.....r--...-.....-.-.....-..-.-­.....-....-.-.-..-..-.. ..--..... -...**........-*...-..*...... ........-....:.::::::..::. .......-,.--.....­..........-./ I .......* ....... ...... ........-.-I .*.............­.-.......­.-......1..:.....­ .-. ­*......­...,,..",.... .....,....* 1­ ........I.... ,.....� ......-....*.*.....­ ........I................,........ ........I... 1 ,­....� ...*....... ..� ...-........I .. .-......I...­1.�.. .-......*.I..1....­ ..-.............-...*....."­.'....� ...-........., *.'.......-....-.*...*...*...*...-........ ­ .................,..* . .I.... ...........*....... ..........,..........I.*...... _. ......-. .... _........_............� '"......I.. ..t­...........'. ....�................. .­.....-.. ........ . . I --- *:,*,*----,*...*,**........ ... ........:....q.... ****............. --------- ... * ----- - .. . .----.. ...q. 1 ------- ................... ... ...W: ......... .............---W- ---.. ..... .. ......... ............. :.... ... >c: NEW ASPHALT PAVEMENT ........ .........:... X. .... .. ..... :.....:.... .... ......._.. -... Lff..::: .....PNEW' - PAWMX*....... ....... ...L..6:: ............*, ...I.F .....................................................:........................:....................... t ,0% ­­..*......s:.. .......................................... ..... .. . ... .................96........2�lo W :... .. .- ...............�.:......... .... .... ......... .....,-...­.*........... I.- ..........-., I :-_ -........._..- ,. a. , , ".....-_......�. " I - s :... ,769± 76.7:....***..,.........�......... Mi ...:.........:... ......:... . .. . -, -" 1,.%.. 1�,1....�,. I 1 ­ _­_1 i, ­ .I.I ..� . .. ,-i ��.. ,....CR �.. T........ ......... WATEX- ... ........--------.... .... Z',................... ........ ... .;............ -------.. .... ......,, ...-...:.........:......... ..... .... . . R....... -.� -... ''....... ......... ......... ..-- ..... .- .... .... ........ ....e. I .. -- .. +''Y-I 4 : f -- - . ...: : . .... ._- ......... .....; �............... .-----.----. . ... : : - ---. NEW-A9PHALT-bV:: ------ 75 75 . Z: :.-,'-<..... .......-. 75 75:�............ ..... INEWASPHALT OVERLAYSAWCUT LINE . �.. : : :.. : -.------SAWCUT.LINE------..­-/ ..- - :.. NEW CURB &GUTTER : :- �. :........ :..: ... `.,* ......... :... .....: . . . ... .GUTTER ..� . . : ..: .... . :.........; ........: : .......! ......� : .M.mfE.ON. NEW 5SIDEWALK ... : -----....: *X- ONNEW 5! SIDEWALK --:-----.....:,**.....*:I...I*11,:.........: - VALLEY- HIGHWAY...... . .�-- -..- :.........: ..E.GRADE . .WEST1 ..:.- ....EX.GRADE ON WEST .. .. * ........ -----....:------VALL.0HIGHWAY--:.........:.....----: --------- -------­......VA.........I* :.........:. :........ :- ....*.........:.........: :.........:......­.:........L;LEY HIGHWAY..:.........:.........: .. .................................................:­-------------------_:...........................................................I............... ....................................................................................................................................................... ..................................................:.........................................................................................­.. STA.13+50 STA.14+00 8TA.14+60 SCALE: 1"-20' HORIZONTAL 1"-5' VERTICAL SCALE: 1"=20' HORIZONTAL 1"-5* VERTICAL SCALE: 1"-20' HORIZONTAL 1"m5* VERTICAL 4 :....­*­**..........................-----------------.............­**......­­......*...­­­­­­­...­­­­*...*­­­­­*..­­...­*­*........*------1_1­­**...............11......................*.....*.......*.***........*---­•­­­.........­­.­­.....­*....­....................�­ t ........:--------.......:......:......... ............... .........: ......... ...............:....... � ....... . :........ .....:......... I-.. ... : ... ­......... :­..... t ***...*, .. . . . . it ..............t :­...... ..... . .. .. ... . . . . - -3---- . . . .. *....... ,,*,*,, ....* 3.... **** --- ....... ....*-* - . ..*.. .. .----........ ..-.......,.,... ..I...I.. 6-----:------­......... ........C---I- -I-* *I :---- * I _.....-------- 1 --­--a2­---------.................. ....... ........ ".or...*,, ,**..­­­* ... ,*... .. ....*.... ..... -------*­...._­ 1 X ..... ......, ...: : :.U: :.........: : ...�......... ......... ..... ...: so----------------------- ------- -------------- ........ ........-......:....................1...:.................................................lo o.......................:.. .....­*............:........ ...............:....................I_ .................. -. ...... ... ....................­......................... :0W...I...:...W ......- --: - - --- - - - -:. . . ......:.........:-*- - ...... EX. GRADE ON WET : 7* 'NWPEX. GRADE ON WEST D;---------- :.: ....:1 6.6 .. . i.....:.........::610......EASHALT OAVEMENTEk GRADE 0 WEST -NEW ASPHALTPAVEMENT `; .... 76.1....NEW ASPHALT PAVEMENT :..........: .: . .........:VALLE�.HIGHWAY :......xz -----.. .... VALLEY .HIGHWAY . .... : .VALLEY :HIGHWAY'.' '. : % : : . : : .�.. . . : , 5.35 ------7rna 74.99 ......: : : - ........ .....�...­...­357 ,-/.41 � . � ../, � _. , n,_-......5 .. EW ASPHALT ; .� . _�.:,NEW- ASPHALT' .... ......... :.........:.. . - .NWASP ..... -----: E� ......................:.......................Q:-O.....VERLAY 75 , ...... :........... .......: ........:- ------- -: .....OVERLAY:---.::75 7YERtAY 75\.....:...: Q. - : --....: .... SAW0UT/.: FAWCUT LINE : : ......: . ....SAWCUTLINE . ....... ... ...1. .. .�.. -------_ ...........: ..... ......... ...........: . :.......... ----: :.� ......... .- :.... : .......... ......:.... . .NEW CURB &GUTTER ....... ----- ........& GUTTER N \ : . ------ ---------. -: :-­x......... .........:.........: 4 CURB .I. I 1 : ......... : ......... : ......... : ........ . . : . . . . . . : ... * * ... * : -------- * : --------- : : : . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . : -�- - - I : : . : . .... : : ---- \ ... : ................ � --- : .................. - . . . : : ---- ... : ... : ....... � - : ......... : ........ � : � ........ . . . . . : : . . . . . . . : . . . . . : . . . . . : : : : : : ,--2-.- : : : � ....... ­­ L : . . ; : ...... . : . . . . . . . . . ! . . . . . . . . . : . . : : : . . . . . . . . . . . .... . ** : ....... : . : ... * ....... * . . : * ------- I : " I ....... : . . . ., - --,-, - - : . - - : - - : " � : : ................. : . . : ......... : .... ...... : . . . . ....................................................................................................... : : 1_ 2.. : : -7 Q_ I . . . ... � .................................................................................................. ..................... _.­ . .................. .. .. . ...................................................... � ................. � ..... ............. � .......... .............. . . .......... . . . 40 1 STA. 16+00 . STA. 16+50 , STA. 17+00 11 I r- 0) I N SCALE: 1 *-20' HORIZONTAL 1"m5' VERTICAL SCALE: 1"=20' HORIZONTAL 1"-5' VERTICAL . 1 � SCALE: 1"-20' HORIZONTAL 1"-5* VERTICAL -7 M I r- '' � I 0) r- . I I I r14 I - - , � I . - . r , I t I . . L_ .x , - I \ -1 * I , 1�1 2 72 ,z� % k / S T 01 � � IONA L E-\ f EXPfRES 9/23Z0 18215 72Na AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES For: THE QUADRANT CORPORATION 11100 N.E. 8th STREET, SUITE 500 BELLEVUE, WA 98004 (425) 455-2900 12� _. - - I 0 >1 # E - I CD 1 14 C# Record Drawing Certification 12 1* � , 1 These drawings on firi the Contractor's construction records. I C14 0 1 0 1 BY __ - Date *-f/d I C14 '_1A r- - - 7 .1 � u . Ovdf.z I 1�_, (O 77tle.lPositin 6)14 04 1)/00�. 0 Confirmed by Clty. Date - E I I i= 1­1 Q) PROJECT REF . . FAC 101-OOJJ .46 . I . 4 17 . 0 r) These plans are approved for conformance with the City of CD , I _0?: Auburn 's Engineering Division requirements. _� * a , 0-4��(7) I rl- Approved By & j& - r11 r 1, , - , -7i� Date Approved:Q 2 pe L& It - I-- (7) E .E Q) I 0 ''I I - .. . C_ Z, Job) nh Ni"i . C Cy "iol 11 W Me: r- .1 M ROAD IMPROVEMENT NOTES, 7971 00 I-' DETAILS AND CROSS SECTIONS I 0 Sheet I-- 0 I-,- L ' AUBURN TERRACE PLAZA C9 -, PF * O'�� I of I I . � . - - � 17/J3� Q 107 4- . _,�_' I I � I . . - I_ m PFII Q,1° 10 or it r + _ �.yyea ;ro a o