Loading...
HomeMy WebLinkAbout00D1587CALL BEFORE YOU DIG: 1-500-424-5555 37TH ST. NW I:I:11111111I OF a 29TH ST. NW AUBURN r Ld Of ` SITE AUBURN z " MUNICIPAL > AIRPORT J z m 116TH ST. Z D W M 15TH ST. NW Z m a I 14TH ST. LEGEND: PROPOSED TYPE I CATCH BASIN ■ PROPOSED TYPE II CATCH BASIN C PROPOSED CORRUGATED POLYETHYLENE PIPE EXISTING TYPE I CATCH BASIN ❑ EXISTING TYPE 11 CATCH BASIN EXISTING STORM LINE -------- PROPOSED SPOT ELEVATIONS EXISTING CONTOURS PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT • PROPOSED SANITARY SEWER UNE EXISTING SANITARY SEWER MANHOLE 0 EXISTING SANITARY SEWER LINE — — — PROPOSED WATERMAIN PROPOSED WATER GATE VALVE N PROPOSED TEE ITA PROPOSED CONCRETE THRUST BLOCK V PROPOSED 90' BEND PROPOSED 45' BEND FIRE HYDRANT )Ik EXISTING WATERMAIN -- — EXISTING WATER VALVE EXISTING TEE EXISTING FIRE HYDRANT R STANDARD PAVEMENT HEAVY —USE PAVEMENT PROPOSED CONCRETE. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. LMMY CONFLICT NOTE: CAUTION OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING TH 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. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. File: F\SDSh.PROJ\6988\ENGINEEFINGV6988—01.CWG Date/Time: 03/Z9/"2000 14:57 Scale: 1 �(c�1 COVER SHEET FISHER INDUSTRIAL CENTER A PORTION OF THE N.E. 1/4 OF SECTION 12, TOWNSHIP 21 N., RANGE 4 E., WILLAMETTE MERIDIAN CITY OF AUBURN KING COUNTY WASHINGTON r=1oo' I 1 I 1 1 1 I I I I 1 1 ZONED M2 ZONED M1 "B" STREET ._. _...__ _...... IRJOTi AATE�iIA INDEX TO SHEETS: C1 OF 9 COVER SHEET C2 OF 9 GRADING AND STORM DRAINAGE PLAN C3 OF 9 GRADING AND STORM DRAINAGE PLAN C4 OF 9 WATER AND SANITARY SEWER PLAN C5 OF 9 WATER AND SANITARY SEWER PLAN C6 OF 9 NOTES AND DETAILS C7 OF 9 SECTIONS C8 OF 9 SECTIONS AND BIOFILTRATION SWALE C9 OF 9 HORIZONTAL CONTROL PLAN T1 OF 5 T2 OF 5 T3OF5 T4OF5 T5 OF 5 1 OF 1 L-1.1 L-1.2 L-1.3 E L-2.1 L-2.2 L-2.3 100 jason Xref;_ Z6988 B,Z69r?� COVER SHEET ROUGH GRADING, SURCHARGE AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN ROUGH GRADING, SURCHARGE AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN SECTIONS, NOTES AND DETAILS SECTIONS, NOTES AND DETAILS ALTA/ACSM LAND TITLE SURVEY LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE SCHEDULE, DETAILS, AND NOTES IRRIGATION PLAN IRRIGATION PLAN IRRIGATION SCHEDULE, DETAILS, AND NOTES ZONED M1 Tax Lot No. 000080-0009 LEGAL DESCRIPTION THAT PORTION OF JOSEPH BRANNON DONATION LAND CLAIM NO. 38 AND J.A. LAKE DONATION LAND CLAIM NO.'S 38 AND 41, IN SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID JOSEPH BRANNON DONATION LAND CLAIM NO. 38; THENCE EAST ALONG THE SOUTH LINE THEREOF 500 FEET; THENCE NORTH PARALLEL WITH THE WEST UNE OF SAID DONATION LAND CLAIM AND SAID WEST LINE EXTENDED NORTH 1,400.00 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID JOSEPH BRANNON DONATION LAND CLAIM NO. 38 TO THE EAST LINE OF RAILROAD RIGHT OF WAY; THENCE SOUTH ALONG SAID RIGHT OF WAY TO THE SOUTH LINE OF JA. LAKE DONATION LAND CLAIM NO.'S 38 AND 41; THENCE EAST ALONG SAID SOUTH LINE TO THE NORTHWEST CORNER OG JOSEPH BRANNON DONATION LAND CLAIM NO. 38; THENCE SOUTH ALONG THE WEST LINE THEREOF TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE BURLINGTON NORTHERN RAILROAD COMPANY BY DEED RECORDED UNDER RECORDING NO. 8707131094. BASIS OF BEARINGS: HORIZONTAL DATUM TeLX LOt NO. CITY OF AUBURN LOT UNE ADJUSTMENT No. LLA-0019-98 000080-0053 KING COUNTY RECORDING No. 9810282768 VERTICAL DATUM NGVD BENCHMARKS: =3 ZONED C3 — CITY OF AUBURN REFERENCE NO. "Y" USC & GS BM WEST SIDE OF R.R. TRACKS NEAR 30th AND "B" ST. NW SET IN FOUNDATION OF BUILDING D NEAR THE S.E. COR., EL.=56.73 DATUMS Tax Lot No. 000080-0040 CITY OF AUBURN PARCEL NUMBER: 000080-0012 - — SITE AREA: 14.68t ACRES SITE ADDRESS: ZONED M1 16TH STREET N.W. DEVELOPER: CITY OF AUBURN GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE —CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON —SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE —CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. SPECIAL NOTES: 1. FOLLOWING COMPLETION AND ACCEPTANCE OF THE BUFFER WORK, NO CLEARING, GRADING OR OTHER CONSTRUCTION SHALL OCCUR WITHIN THE BUFFER EXCEPT, AS AUTHORIZED BY THE PUBLIC WORKS DIRECTOR FOR THE PROTECTION OF PUBLIC HEALTH SAFETY AND WELFARE, OR WETLAND BUFFER MAINTENANCE PURPOSES. 2. THE WETLAND AND BUFFER AREA SHALL INDICATE TH PURPOSE AND ANY LIMITATION ON THE USE OF THE AREA. THE BOUNDARY OF THE WETLAND SHALL BE STAKED IN 25—FOOT INTERVALS AS CLEARING AND CONSTRUCTION LIMITS FOR ALL CONSTRUCTION ACTIVITIES ADJACENT TO THE WETLAND AREA, AS REQUIRED BY THE PUBLIC WORKS DIRECTOR. NO CONSTRUCTION SHALL OCCUR IN THE WETLANDS. DURING SITE GRADING AND THE ESTABLISHMENT OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, THE OFF —SITE WETLAND MUST BE PROTECTED FROM POTENTIAL CONTAMINATION FROM UNTREATED STORMWATER DISCHARGES. FISHER PROPERTIES FAWN FRANKSEN ADDRESS: 600 UNIVERSITY STREET, SUITE 1525 SEATTLE, WA 98101 PHONE: (206) 224-6798 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS CONTACT: DAN BALMELLI ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS CONTACT: MIKE HOTES ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 ARCHITECT: LANCE MUELLER AND ASSOCIATES CONTACT: JESSE JOHNSON ADDRESS: 130 LAKESIDE, SUITE 250 SEATTLE, WA 98122 PHONE: (206) 325-2553 NOTE FOR FILL MATERIAL REFER TO GEOTECHNICAL REPORT BY EARTH CONSULTANTS DATED AUGUST 11, Mg. INCORPORATE THE RECOMMENDATIONS OF THIS REPORT INTO THEE 0 .0 tr w w U U �w w J� a Jo 0 q1 N 0 Q� ty m ' n m :x �c) (.D yx x mo� Oo 0 o� 0 m I— Ih N Z w H W U W W J Q > Q OZ LL L0 L0 r W I— W u o r 00 00 W Q U) W CV n _ Q N W rij � W " LL > z 0 LL � I C:) y = m 0 o_ u ¢ r II o Z x° CYD U =I m1 ® r < Y � U m L n o IN _ C7 Ld H- z :D z� O z� V) J W d Q x � Z z Z QLU N g z:Q M N N CD" 00 :z Of K- 'f ` ssIaNA L ENG\ zoOOi(0000 ww N Q I I �R Z U-) �Z �I w � LO C14 :z `1 0V) �N a °Nr . )> ` 2 Q � A S B�9/L T EXPIRES 9 23 01 =LU Record Drawing Certification 43# PROJECT REF.-FAC0030-99 BLD0713-99 bb �\ yJy ?" �oN qq FIELD 4111 PEWORAED These plans are approved for conformance with the City of NV TheSSEPT.I drawings to he 964--C.'aPe.',^u^*�� le - -9^� Auburnt7 s Engineering Division requirements. k,1 � By Date S L 5�3�0o m 00 Title/Position DIRECTOR OF SLH7VEYING SERVICES Approved By: 00 z m L Confirmed b • Clt Date 10 N Y Y Dote Approved: Sly CC 06-O F 00 916- 7 CALL BEFORE YOU DIG: 1-800-424-5555 37TH ST. NW 67 NE 29TH ST. NW AUBURN w w r SITE AUBUPN MUNICIP Z z AIRPORT N m 16TH ST. Z 15TH ST Z a NW a cn 14TH ST. WON" MAP I N.T.S. �� LEGEND: PROPOSED TYPE I CATCH BASIN ■ PROPOSED TYPE 11 CATCH BASIN �■ PROPOSED CORRUGATED POLYETHYLENE PIPE EXISTING TYPE I CATCH BASIN ❑ EXISTING TYPE II CATCH BASIN ■D EXISTING STORM LINE - — — — — — — - PROPOSED SPOT ELEVATIONS EXISTING CONTOURS — oo PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT • PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE O EXISTING SANITARY SEWER LINE PROPOSED WATERMAIN PROPOSED WATER GATE VALVE PROPOSED TEE Fri PROPOSED CONCRETE THRUST BLOCK V PROPOSED 90' BEND _R PROPOSED 45' BEND A_q FIRE HYDRANT EXISTING WATERMAIN — — EXISTING WATER VALVE Da EXISTING TEE 44 EXISTING FIRE HYDRANT Q STANDARD PAVEMENT HEAVY -USE PAVEMENT PROPOSED CONCRETE 1=100' WA INDEX TO SHEETS: C1 OF 9 C2OF9 C3OF9 C4 OF 9 C5 OF 9 C6 OF 9 C7OF9 C8 OF 9 C9 OF 9 T1 OF 5 T2 OF 5 L.a _ T3 OF 5 WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A T4 OF 5 REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. T5 OF 5 WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 1 OF 1 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE OFTO THESE ON APPROPRIATE FIORMSS FOREREPLACEMENTCONTRACTO� OF SAIIDNMONUMENTATIONGSHALILOALSOTHE BE THE RESPONSIBILITY OF THE CONTRACTOR. L-1.2 UTILITY CONFLICT NOTE L-1.3 CALMON: OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE L-2.1 THIS SHALL INCLUDECO 1 AND THEN POTHOLING NEW UTILITY ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY AT L UTILITIESOT L-2.2 VERIFY WHETHER OR EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH L-2.3 CONSTRUCTION. COVER SHEET FISHER INDUSTRIAL CENTER A PORTION OF THE N.E. 1/4 OF SECTION 12, TOWNSHIP 21 N., RANGE 4 E., WILLAMETTE MERIDIAN CITY OF AUBURN KING COUNTY WASHINGTON COVER SHEET GRADING AND STORM DRAINAGE PLAN GRADING AND STORM DRAINAGE PLAN WATT AND SANITARY SEWER PLAN WATER AND SANITARY SEWER PLAN NOTES AND DETAILS SECTIONS SECTIONS AND BIOFILTRATION SWALE HORIZONTAL CONTROL PLAN COVER SHEET ROUGH GRADING, SURCHARGE AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN ROUGH GRADING, SURCHARGE AND TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN SECTIONS, NOTES AND DETAILS ACTIONS, NOTES AND DETAILS ALTA/ACSM LAND TITLE SURVEY LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE SCHEDULE, DETAILS, AND NOTES IRRIGATION PLAN IRRIGATION PLAN IRRIGATION SCHEDULE, DETAILS, AND NOTES CfTY OF AUBURN GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR'IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. SPECIAL NOTES: 1. FOLLOWING COMPLETION AND ACCEPTANCE OF THE BUFFER WORK, NO CLEARING, GRADING OR OTHER CONSTRUCTION SHALL OCCUR WITHIN THE BUFFER EXCEPT, AS AUTHORIZED BY THE PUBLIC WORKS DIRECTOR FOR THE PROTECTION OF PUBLIC HEALTH SAFETY AND WELFARE, OR WETLAND BUFFER MAINTENANCE PURPOSES. 2. THE WETLAND AND BUFFER AREA SHALL INDICATE TH PURPOSE AND ANY LIMITATION ON THE USE OF THE AREA. THE BOUNDARY OF THE WETLAND SHALL BE STAKED IN 25-FOOT INTERVALS AS CLEARING AND CONSTRUCTION LIMITS FOR ALL CONSTRUCTION ACTIVITIES ADJACENT TO THE WETLAND AREA, AS REQUIRED BY THE PUBLIC WORKS DIRECTOR. NO CONSTRUCTION SHALL OCCUR IN THE WETLANDS. DURING SITE GRADING AND THE ESTABLISHMENT OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, THE OFF -SITE WETLAND MUST BE PROTECTED FROM POTENTIAL CONTAMINATION FROM UNTREATED STORMWATER DISCHARGES. Of X .co U fEU �w w r �Ld a pcwn ofo`' � cT• > ® Q Z U Do a W �cp X_ 0 U U_ p� fJ o � m 0 0 0 .cy) o N ,� fr) N r Z 0 Lo r W W (n 0 4— 00 00 W a. LU < co O C n Ir W :_ co Q N OL > Z Z) CY) 0 O U_ . t 1 �z _C:) > QI m Q Y 0 ov o a +• .12 OCn �z J w x o F- Q z w z wN L gZ Q r7 CV C-1 CO CV 00 Z af ® 00 CV 1 - I > 0') CO 00 10f z w n n z c� h oo 4 4 _\' 2 EXPIRES: 1 - 15 Q' � 1 � AS f�L r EXPIRES 9 23 01 t Z 0 a� Record Drawing Certification PROJECT REF: FA000 07-49 . OLD0713-99 ,FIELD SURVEY PERFORMED These plans are approved for conformance with the City of These drawin s M torms#ruIN sEF'Auburn's Engineering Division requirements. Q� T. , By Date Z-51S/60 .. W Title/Position DIRECTOR OF SURVEYING SERVICES Approved By: � -- -- T �+�� z 00 � o Confirmed by Clty: Date Date Approved:' dD o 0 LEGAL DESCRIPTION THAT PORTION OF JOSEPH BRANNON DONATION LAND CLAIM NO. 38 AND J.A. LAKE DONATION LAND CLAIM NO.'S 38 AND 41, IN SECTION 12, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID JOSEPH BRANNON DONATION LAND CLAIM NO. 38; THENCE EAST ALONG THE SOUTH LINE THEREOF 500 FEET; THENCE NORTH PARALLEL WITH THE WEST LINE OF SAID DONATION LAND CLAIM AND SAID WEST LINE EXTENDED NORTH 1,400.00 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID JOSEPH BRANNON DONATION LAND CLAIM NO. 38 TO THE EAST LINE OF RAILROAD RIGHT OF WAY; THENCE SOUTH ALONG SAID RIGHT OF WAY TO THE SOUTH LINE OF J.A. LAKE DONATION LAND CLAIM NO.'S 38 AND 41; THENCE EAST ALONG SAID SOUTH LINE TO THE NORTHWEST CORNER OG JOSEPH BRANNON DONATION LAND CLAIM NO. 38; THENCE SOUTH ALONG THE WEST LINE THEREOF TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE BURLINGTON NORTHERN RAILROAD COMPANY BY DEED RECORDED UNDER RECORDING NO. 8707131094. BASIS OF BEARINGS: HORIZONTAL DATUM COt NO. CITY OF AUBURN LOT LINE ADJUSTMENT No. LLA-0019-98 30-0053 KING COUNTY RECORDING No. 9810282768 VERTICAL DATUM NGVD BENCHMARKS: D C3 CITY OF AUBURN REFERENCE NO. "Y" USC & GS BM WEST SIDE OF R.R. TRACKS NEAR 30th AND "B" ST. NW SET IN FOUNDATION OF BUILDING NEAR THE S.E. COR., EL.=56.73 DATLV: of No. 30-004S CITY Of AUBURN PAROEL NUMBER: 0-0012 SITE AREA: 14.68f ACRES SITE ADDRESS: "B" STREET N.W. AND 16TH STREET N.W. DEVELOPER FISHER PROPERTIES FAWN FRANKSEN ADDRESS: 600 UNIVERSITY STREET, SUITE 1525 SEATTLE, WA 98101 PHONE: (206) 224-6798 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS CONTACT: DAN BALMELLI ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS CONTACT: MIKE HOTES ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 ARCHITECT: LANCE MUELLER AND ASSOCIATES CONTACT: JESSE JOHNSON ADDRESS: 130 LAKESIDE, SUITE 250 SEATTLE, WA 98122 PHONE: (206) 325-2553 FOR FILL MATERIAL REFER TO GEOTECHNICAL REPORT BY EARTH CONSULTANTS DATED AUGUST 11, 1999. INCORPORATE THE RECOMMENDATIONS OF THIS REPORT INTO THEAMCM K � 0 2 672 S�ONA L File: P:\SDSKPROJ\6988\ENGINEERING\6988-Ol.DWG Date/Time: 03/29/2000 14:57 Scale: 1=100 joson Xrefs: Z6988-926988-S,Z6988-T, D --a- GRADING AND ST CALL BEFORE YOU DIGS 1-800-424-5555 r-aol E G 6988-GM2.DWG Date Time: 03 29 2000 14:59 Scale: 1=40 jason Xrefs: Z6988-T,Z6988- CAST IN -PLACE MATCHLINE SEE SHEET C2 CONCRETE CURB PER DETAIL DETAIL SHEET C6 59 �\ AGE PLAN z J a. W W ,o0 V F. Q } z W a U E F. it 0 J Q L L CC U 0 1 a 0 Cn m N NCO) r�♦��y V! ®® Qom. z Y °e a z Y >> Z W W m Q o P-) N h cy 0 N W H W f= z 0 0 c� LL a m s o c V) . 0 W 04 re) C4 04 0 N Go tS © 00 N t` 5 C . CCU 00 WA N Z N CN —� c-) cn 273 .s'r Ili 72 Fo S6 E��o\ s'UNA L EXPIRES:1 I EXPIRES w Record Drawing Certification PRDJECT REF FAC0030-99 BLD0713-99 FIELD S(/RVEY PERFORMED These pbns are approved for conformance with the City of Men conform to th Aubum's Engineering Division requirements. AV SEPT. 200BY 0. - Date �oo o 00 Title/Position DIRECTOR OF SURVEYING SERVICES Approved 1� D 00 o /^ V) Confirmed by City: Date Date Approved ° �/ iie: WATER AND SANITARY SEWER PLAN CALL BEFORE YOU DIG 1-800-424-5555 II I ------------- - ----- --- J-- II I — — — — — — — — — — — — — — — — — — — — I I _-- I I EX. SSMH 508-14 N ^I p - I I I I i N IE=48.13 12" CONC. N __ / �I EX�� SSM 8-p ,..:.. I..:<. . I IE=48.25 12" CONCC. S) N I I l ..i l I•_1�"_______ I- - - _ _ - - - - - - - - -- - — - - - - - - - - - - - -_- - - - - - - - - - - - - - - - - _ - �Z^n^ _ _ - _ _ - ---�----------------�--- - --16 =4&43- " 141�tC.-IN -1 EX 12"�W' $ O� i L — _ L — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ 1-8 x8" TEE (MJxFL) .> ...,...:.. ., I II �— � — _- -_-_-__-_ _-_1 8"-GATE VALVE ( - - - - - - - -- -_�— — — _ — — —g --- _ -- J - "'c€_u�rTX E��€EIS_�_�T_�L--------------=--------- - INST • • k 1-$" CAP (Iu1J� - --- _ - -- N8804 CONCRETE THRUST BLOCKINGtf 451.9 1=12 x8 TAPF"1NG � , 1-s GATE VINE (FLx ) �4.41 FDC a CON ETE BLOCK _:. COI�I"�'RACT FIEt D ZONTAL S ., P E;1NE - AND VERTICAL LOCATION OF EX. WAT N 17 " » - - P 23 LF 8 D.I. FIRELINE W TO ANY CONST v I 1 tE s .._ ....... ..... - —' I' .........—. ..... .... ...... I 15' WIDE WATERMAIN INSTALL ASSEMBLY TO BE LOCATED INSIDE STA. +75 ESMT. (TYP.) STA. O+NG SADDLE TEE DOUBLE D E TOR CH CK VALVE BUILDING W/ WALL -MOUNTED PIV ;t ;? (PER C.O.A. REQUIREMENTS) SIAWCUT AND . P, Mf - ? AND I SIDEWALK AS NEC FO1 P 1 WATIR TAP. RE.�TORE VING i ;� I 2" TIC MIATEI SERWICIr WJ t E SIDEWALK PER CITY OF yAUBURN €_ _ 1-1/2" WATER METER BY CITY RIM=.59-eT' ST DARDS. PAVEialENT ATCH - _ _ - I ; ° (PER C.O.A. STD. DTL. WASM-2) IE=49.78 SH �I. 8E A IN. 6 � ... q EX. FH 42 LF 6" PVC SS ® 2.0% F_ I _ �.... • ... it - • i f i I- I 1 I.1 I a IN 'TALL: Et 1-16 x6 TAPPING TEE j€u I I I bi �S I � . 1 -. • ..' BUILDING PAD A 1-6 GATE VALVE (FLxMJ) I q 35LF6"D.I.W _50.54 q FF C 1- FIRE HYDRANT ASSEMBLY Pa EL=59.4 PER C.O.A STD. DTL WAFH-1 1 TOP=49.56(12'� SS) € -- ` CONCRETE BLOCKING CLEARANCE-1.0' € e CONTRACTOR TO FIELD VERIFY HORIZONTAL O IE=52.50 (8" WWWWWW AND VERTICAL LOCATION OF EX. WATERMAIN TOP-49.95 (12 SS) ...... ! PRIOR TO ANY CONSTRUCTION CLEARANCE=2.55' NE ILED I. „i7 I , ° AND �� O . - I • I LER RATE ^•..r :. PLAN OVAL BY ITHE �i`RE RMARSHALLECONTACTTAF RE DEPI I .'� �.......,...._ • ., ° ; P � ARTM Q#�tREM .PROPOSED FIRE LINES AND FDC LINES ARE NOT MINEERED. FOR RE H OF Z" OVER TOP OF ( __............. 25' WETLAN ALL PROPOSED W NS t D BUFFER MAIN AIN A MIhIIIwIUM DEPT 4 ....... - AT`ER MAI REFERENCE RAEDEKE ASSOCIATES • .'• ':. DRAWING NUMBER 99016-003 3. ALL SIDE SEWER CONNEC%NS REQUIRE A SIDE SEWER -`, INS PERMIT FROM THE CITY OF AU URN. -8 x6 TEE MJxFL . _ w 1-6" GATE VALVE (FLxMJ) ! t� W t' W 10 LF 6" D.I. W 4 2 MNAw . ._ SEF ICE / 1-1 2" WATER BY CITY 1- FIRE HYDRANT ASSEMBLY - ' - - PER C.O.A. STD. DTL. WAFH- w 2 AWETLAND I( CL 158, I n j E REFERENCE SATES R .. 9 . . R NCE RAEDEKE AS • n r. ! I DRAWING NUMBER 99 - R I - E 005 3 �...... >. • I . e NSTA . - • � 1 1 " "x8' TAPPING TEE GATE VALVE (FLxMJ .r E DEDUCT M ER BY CITY CONCRETE BLOCKING (PER C.O.A. SD. DTL. WARM-1) �I CONTRACTOR TO FIELD VERIFY HORIZONTAL - W/ BACKFLOW PREVENTOR BY CONTRACTOR - • :, . AND VERTICAL LOCATION OF EX. WATERMAIN ° PRIOR TO ANY CONSTRUCTION I I + ' INSTALL: 1-12 90' BEND MJ 2-5LF 12' CL 52 .DI CONCRETE THRUST BLOCKING N, EX. SSMH 508-15 RIM=55.49 INSTALL 1•I a . FH••• -12 xf` TEE pd.L MJ .':. ° ,. 1» . IE=49.09 12" CONC. S 1}-12 x12 " TEE' ` 1-12'xB" REDUCtR (MJxFL) ' ` IE=49.35 8" CONC. W) 1 12" GATE VALVE ( ) CONCRETE BLOCKING 1-8" GATE VALVE (FLxMJ) IE=49.35 8" CONC. E) CONCRETE THRUST BLOCKING CONTRACTOR TO F1 VERIFY HORIZONTAL AND VERTICAk. LOCO OF EX. HATE . N PRIOR TO AN'Y CON UCT10N I ° �30' REMOVE 12" PLUG AND CONCRETE BLOCKING n. ,:. .. 0, UTILITY EASEMENT PER Recording No. 8207299(*2 1 SAWWT AND EX. NT 15' I I WATERMAIN , •. s '' SANITARY SEWER EASEMENT PER Recording No. 7109100524 ACID SID WALK N ESSAI`f FOR WATER TAP. RESTO E PAVING AND DEWALK PER CITY F AUBURN STANDARDS. PAVEME T PATCH Q ° SHALL BE A MIN. 6 WIDE. C7 e UILDIB NG A C x.�rt .1° 4 o BUILDING PAD B FF EL=59.7 I o FF EL=60.4 r I r I .......- ..r... K 4 I - I I , I I rV � • I W I L DOUBLE DETECTOR CHECK VALVE ASSEMBLY TO BE LOCATED INSIDE BUILDING W/ WALL -MOUNTED PIV I II' IM7 ft 7# " IE=51.0 E �rr■�r�r�rr�rr�rM■ ■..Et■■r■■1■rin■ I r�rr�rr�i ■ ....... �■�■rr■r�E •°, _ ,......_.... ■�I r�rr�rr�rr�■�r■r.■r�■■�rr�rr� r■�rrtirr�rrr�■ .,,... I Ij ■MrM■ r�r■�r■�r�■ rr�■r�■ MATCHLINESEE SHEET C ■'"'.'.—._.—.�._■ir..■"■.`■•.■_■r•• 71we s W U C.) uj CL CL w uj m m a 0 0 �- Y Mctit I � CSTE�> ,�, W fit LL z 0 c () N <r a1N e•- u a Z w 01 aD is - 0 W (/) Z z w w M t`' :5 z �C�� 0*) (0 00 r`. x in to K.-4 EXPIRES: 1 -15-+R r� 8�w T EXPIRESuj 9 23 01 BUIL d Drowft Certification PROJECT REF- 2200330-- "9 BLD0713-99 40 i, G0 These plans are approved for conformance with the City of draw; s conform to the Aubam's Engineering Division requirements. T. v o. Date 4- 0 ©osition C W'Yw SERVICES Approved ,� / 3 t a PPr By z 0 marl by Clty: Date Dote roved.- APp 7) e: 1=40 joson Xrefs: 26988-T,Z6988-B,269 -S, cx 0 va W v 1 a V RY SEWERP ANDSANITALAN WATER CALL hftFC" I YOU DIG: 1-800-424-5555INSTALL: rm4o- IIVST• Ate# I 1- /2" WATER METER BY CITY 1-8 x8 CROSS MJxFL) (PER C.O.A. STD. DTL. WASM-2) 15' WIDE WATERMAIN 2-8" GATE VALVES (Flx�#J) MATCHLINE SEE SHEET C4 ( ) 40 .0 - PVC SS POINT OF CONNECTION 0. ESMT. TYP. ®2 _ �■�■rr.��■�r■i■i■�r■�■�r�■rr■�■ ��■�■� ■ rr.■■rr��■ ■ r�r■■�■r■.■r�r�■■■�r■�■r�rm■r■� ■�■■�■■�_r■r�■r�■ ■r�■■�r a■rr ■�■ ■ FOR .IRE PRI:KLEi■��■�r�■■�■■�■r�■■�■■�■■�■■�■r� I — 35 LF 8" DI FIRELINE DI:•. I INSTALL:_ DETECTOR CHECK VALVE y,' rr, € FI E ae C 1 11-12 x$ TAPPING TEE - u r. Y TO BE LOCATED INSIDE 11-8" GATE VALVE (FLxMJ) ®UILDING W / �� -MOUNTED PIV ; 73 CONCRETE BLOCKING = C' TOR TO FIELD VERIFY HORIZONTAL „ �' I AND VERTICAL LOCATION OF EX. WATERMAIN i- ___ 1-8"x6 TEE (ALL FL) = SSMH O 0.50% p 59% PRIOR TO ANY CONSTRUCTION I' 1-8 GATE VALVE (FLxMJ) _ Lr A " » I 1-8 W5 g ,$ ou) 2 MHO 5U 1-6" GATE VALVE (FLxMJ)SSCO 6" ' fN) w w f I 10 LF 6" D.I. W q1=-•53:67 _ € RIM a z RIM (W! Ir O. 2 ^ 9', • • Li. 1- FIRE HYDRANT ASSEMBLY _ = , 8" .04 I > IE-52.15 r ~ w w /VAS) N D — LE I PER C.O.A. STD. DTL. WAFH-1 INT:" :'C.ONNC ON 1 - CONCRETE THRUST BLOCKING 57.42 39 6 PVC O 2.0 . i. IE=44.- ./cv F,�:;,,; r 9.79 (W W! � TOP=50.95 6'� SS rhoco I CLEARANCE=2.05' - FEE SPRINKL R LINE ( ) Q � ce S�RD�T (ARY „ l TYP.) IE=53.0 (8 (W� m i-1 IE=51 03 TOP=50.75 8 SS) _ o o, a. ;,.. 1-r GATE VALVE (FLxMJ) CLEARANCE=2.25' - 10LF6�D.LW ASSN ° 1- FM HYDRANT r. , TOP=50.63 (12" SS) �� C-) :`.0 A D. DTL WASH- EARAN = .37' TOR CHECK VALVE L: CL E 4ui CONCRETE THRUST BLOCKING ` : INSTAL C ' Y� ICY TO BE LOCATED INSIDE 2 DOMESTIC WATER SERVICE W a, W/ WA L-MOUNTET� PIV 1-1/2" WATER METER BY CITY IE=53.0 (8" W) m » ( I (PER C.O.A. STD. DTL. WASM-2) TOP=50.3 (12" ASS) CLEARANCE=2.68 00 o' eM_ SSMH 50 -16 TOP=51.04 12" � RIM=56.48 CLEARANCE 1.46' N p . �_ i� IE=49.78 (12" _ CONC. N) M N c` . A FIRE SPRINKLER LINE REQUIRES A SEPERATE DETAILED 'LAN AND APPROVAL BY THE FIRE MARSHALL. CONTACT FIRE )EPARTMENT FOR REQUIREMENTS. PROPOSED FIRE LINES AND 'DC LINES ARE NOT ENGINEERED. '.. MAINTAIN A MINIMUM DEPTH OF 42" OVER TOP OF ALL PROPOSED WATERMAINS. I. ALL SIDE SEWER CONNECTIONS REQUIRE A SIDE SEWER 'ERMIT FROM THE CITY OF AUBURN. 2' DEDUCT METER BY CITY (PER C.O.A. SD. DTL. WADM-1) SANITARY SEWER EASEMENT PER Recording No. 7109100524 ^ W/ BACKFLOW PREVENTOR BY2- OOMESTIC WATER MWRT CONTRACTOR I I I I .• I € e WATER METER ICI" CITY / REFERENCE RAEDEKE ASSOCIATES I—�������• .: I DRAWING NUMBER 99005-3 I I I I a C.O.A. STD. DTL 2) I iT; r r �• INSTALL: • �' „ . � I 1 1 x8 TAPPING TEE a € 3 ! 1 ; I : 1 �•-•8" GATE VALVE (FLxMJ) CL 52 DI CONCRETE BLOCKING CONTRACTOR TO FIELD 31 LF 12 CL 52 DI - _ AND VERTICAL LOCATIO VOf ERIFY HORIZONTAL I I I 4 PRIOR TO ANY CONSTRUCTIONEX. WATERMAIN INSTALL: INST 15 ►TERMArIN 1-12„ TEE I 1 1-8 x6 TEE MJxFL ) ? lrrrrlr 1-12 GATE VAL I Fbc W)' ; l 1-6" GATE VALVE (F •cMJ , 1-8 GATE AL FLxMJ €1 ) „ ) _ �r ❑ 1-12 ADA . OR MJ) *: I i :: ' ':: F 6 HYDRANT AS EMBLY 10 L CONCRETE T U[ *LOCKING II - - r i I I lfj I I s cv I I N ..� •I CID I I , N I I A ! I I € I I I r � I I • I I I AILL. 15' Di VIATERMAIN ' I 1-8 x6 TEE MJxFL ° 1-6" GATE VALVE (FLxMJ) 1 + I 10 LF 6" D.I. W 1- FIRE HYDRANT ASSEMBLY ' PER C.O.A. STD. DTL. WAFH-1 CONCRETE THRUST BLOCKING INSTALL: y 1-12 x12 T ALL FL 2-12" GAS WLVES (FLxW) ,I 1-12" ADAPTOR (FLxMJ) CONCRETE THRUST BLOCKING 54 LF 11 CL 52 DI I N' I • I I BUILDING PAD E FF EL=60.9 . I , I I I I I I� I w 59.94 _ ..... I a DOUBLE DETECTOR CHECK VALVE SSCO INSTALL: RIM=z6€0.b-t I ; STA 1 +39 ASSEMBLY TO BE LOCATED INSIDE 1-TAPPING SADDLE TEE BUILDING W/ WALL -MOUNTED PIV IE=52.29 ``' € (PER C°O.A. REQUIREMENTS) INSTALL: ----- DOMESTIC WATER SERVICE W 1-1 /2" WATER METER BY CITY (PER C.O.A. STD. DTL. WASH-2) ` INSTALL: FDC r `.......�-..... ." II TAPPING TEE. 44 LF 6PVC SSW OJ E 1-i3" GATE VALVE (FLxMJ) 1 LF 11 " CL 52 DI - 216 LF 8" CL 52 DI II . POINT OF COI 47.67' ,I :� WIE)E WAXER FOR FIRE SPI I _77 ESMT.(TYP.) fly - - - - _S88'53'43 »E 456, $8' CONNECT T ISTIidG 12# WATERMAIN ... . I 3 CONTRACTOR TO FIELD VERB HORIZONTAL INSTALL: AND VERTICAL LOCATION 1* EX. WATERMAIN 1-8 x$ TEE MJxFL N : PRIOR TO ANY CONSTRUCTION 1-8" GATE VALVE (FLxMJ) REMOVE BLOWOFF AND CONCRETE BLOCKING CONCRETE THRUST BLOCKING XI w I 2 Ot T :00 Scale: 1=4 jason Xrefs: 6988 69 8- , 88-S, CONCRETE BLOCKING E I I E CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EX. WATERMAIN LF » PRIOR TO ANY CONSTRUCTION 8CL 52 DI I J 5 NST 1-8"6 TEE MJxFt' 57 LF 8" CL 52 DI 1-6" GATE VALVE (FLxMJ) 0j 12LF67D.I.W 1- FIRE HYDRANT ASSEMBLY PER C.O.A. STD. DTL WAFH-1 CONCRETE THRUST BLOCKING ... ......................... .... ......................................... ... APPROX. PROPO�' GRAN PROPOSED :: :: ............ w .......:...... .. . • .ALONG • SEWED . :....... .... . ... ..............:..:.:.. ...................... .:....:........... :.:..:.:....:..:.. ......... :....:..:............ . ; ai r © Q .. . . . . . . .... r. . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . 3� .. : . .. 5YAPPROX. rn EXIST: ....... ' Co GROUND :SURFACE:: ....... ::..... ALONG 'PROPOSED : ::::::: ::..... SEWED : Ck .:..... ..... : .......: iD b . . . . . . . . ...... . . . . ....... . . . . . . . . L°s o .............. .... :80' LF 8 PVC ..... ......... 5SMH 2 ......... SSMH :.1:: RIM=58.5 .. ... : .........:.........: 'RIM=57.5±..:...... . IE=5015 8" OUT}:IE=49.75. :::::::: ...... 46 IE=50 25 (V IN} :: ... .......... ........... ]E=49.85 • (EX. 12"• CONIC.) r Lu © V) .....: uj SEWER PROFILE Z SCALE: 1 "=40' HORIZONTAL re 1 "=4' VERTICAL �IN� Z 1. z' 8 , 672 . t +ili►d, EXPIFE:S:1-1 S •O AAA L LO EXPIRES 9 23 O1 z lLAffu TLu Record DrawingCertification PROJECT , FACOOJO-99 BL00713-99 40 I LL VEY PERF lE© ' form to the '- By - to / Title/Position WC rOR $` SApproved Confirmed by Clay: Date These plans are approved for conformance with the City of Auburn's Engineering D vis an requirements. OldtivN ,. Date : III C NOTES AND DETAILS 2" COMPACTED DEPTH - CLASS 'B' A.C. PAVEMENT 3" CRUSHED ROCK D" s COMPACTED TO 95% buo ODUU o 00 0 0 �� ULU,` "C ° CIAO C o ° o O� OO 0 �O C3 ® �( o° o O "' 000 °00 ccc C� TYPICAL PAVING SECTION NOT TO SCALE 8" CEMENT TREATED B Y HEAVY PAVING SECTION NOT TO SCALE 8" CEMENT TREATED BASE CONCRETE PAVING SECTION NOT TO SCALE PAVEMENT A. � H 12" 6" 1� R 1y' R 40 IL_ s T N r a a (0 a a 18" r - CEMENT CONCRETE VERTICAL CURB AND GUTTER CONCRETE CURB AND GUTTER NOT TO SCALE 6" POURED CONC. CURB WITH 1 1 /2" RADIUS ON .CORNERS m cm o c" LANDSCAPE OR SIDEWALK o°Oe� �m 2-#4 BARC64T." SELECTED FILL 0 GRANULAR ASPHALT POM FORMED IN -PLACE I NOT TO SCALE File: P:\SDSKPROJ\6988\ENChMING-\6988-GD1.DWG Date/Tithe: 03/29/2000 15:00 Scale: 1=40 jason Xrefs: Z6988-B, CONSTRUCTION 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 NORTHEAST CORNER OF THE SITE PRIOR TO COMPLETION OF THE PRELOAD PAD FOR THE NORTH BUILDING. - 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. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 22. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 23. COORDINATE BUILDING CONSTRUCTION WITH SITE WORK CONTRACTOR. 24. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 25. INSTALL LANDSCAPE AND LIGHTING FIXTURE FOR THE SITE. 26. COMPLE'TE INSPECTION/ PUNCHLIST SWALE SEED MIXTUI� PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPES (CONTOURED). THE SEEDBED SHOULD BE FIRM WITH A FAIRLY FINE SURFACE AFTER ROUGHENING. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES MUST USE NON -PHOSPHOROUS FERTILIZER. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED. SE - APPLY AP a' TE MIXTURE TO THE PREPARED SEEDBED AT A RATE OF 120 LBS/ACRE. C4�V THE SEED WITH R MULCH NO DEEPER THAN 1 /2 INCH. PROPORTIONS PERCENT PERCENT UREM_ APPLICATION BY MJ #T PURITY GERMINATlt3N KENTUCKY BLUEGRASS 30% 85 80 Ate,, CHI, BARON, OR FYLKING) CREEPING RED FESCUE P N..I WN) 40% 98 90 PERENNIAL RYE (DERBY OR PENNANT) 30% 95 90 ALL RIP RAP PADS SHALL BE 7' WIDE X 8' LONG X 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFCATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 100% ) OR MAXIMUM STONE SIZE 8" PASSING 6 INCH SQUARE SIEVE 40-60% } OR MEDIUM STONE SIZE 6" PASSING 2 INCH SQUARE SIEVE 0-10% ) OR MINIMUM STONE SIZE 2" RIP RAP PROTECTION DETAlL.S NOT TO SCALE o" 1" COMPACTED CLASS 'B' A.C. �/ �x, 1-1/2" ASPHALT ASPHALT EXTRUDED CONCRETE CLFB DETAL NOT TO SCALE CONCRETE CURB ANDSK)EWALK NOT TO SCALE NCRE E SIDEWALK `ECTURAL PLANS ROUND SOLID COVER 56.53 MARKED _DRAIN RIM EL.6. WITH LOCKING BOLTS !f: G. o ADJUSTMENT BRICK (4" Mft, 16" MAX.) D e G ° OFFSET TOP SLAB P Z v e D 1`5" CAP e° D e ° PIPE SUPPORTS _ po 15"x 15"x 15" PVC TEE RUBBER GASKET IE=53.13. 12" TO BYPASS 12" 0 p D JOINTS (REMOVABLE) EL=53.13 100 YEAR STORM De WATER TIGHT Q100YR=9.52 CFS e CONNECTION 24" IN 0 15" OUT Q2yr=2.75 CFI' TO BIOSWALE z 52.09 IE=52.13 p IE m ° 15" PVC MANHOLE ADAPTOR PIPE SUPPORT p � RUBBER GASKET STANDARD GALVANIZED_ PLUG WITH ORIFa STEEL LADDER/STEPS D M DIAMETER=6 5/8"0. 12" O.C. 0 00 0 ° 96" e. e 6" MIN. CB#3, TYPE 2-72" CONTROL STRUCTURE NOT TO SCALE 0 J a W Of Q U U tiaa= � LLj Z a Q Uj - Q��. in L&j - ' 06 ®a �M N V) O k V) a" LLJ zmto C-4 < I I LU .�S Ln �'`q K e c-4 �V i�&o Q�\ OF A QD Lv i 48 ' k t rq,. �ssFG/STE��G���, _7 PLAN VIEW r %wA L� J EXE,REs a CB#3, TYPE 2-96 CONTROL STRUCTURE Exp►REs 9 23 01 W S�BU L �.: NOT TO SCALE Record Drawing Certification PROJECT REF. FAC0030-99 BLD0713-99 N FIELD SURVEY PERFORMED These plans are approved for conformance with the City of IN SEPT.ddrawings 2000., n^^1_-eter4_ -- k -a:- g zd;-,s,n�z'-� Auburn s Engineering Division requirements. These drawin s conform to the/' ' By - Date � ' � �' 5/3*_� � 00 Tine/Position 0/REC OR OF SURVEYING SERVICES Approved By. z Confirmed by City: Date Date Approved. Q Car 00 C) AS-BOIL T Record Drawing Certification PROJECT REF-.- FAC0030-99 K. E F W P- cn 0 2 3 3 o' a' �w w JC a LdLf) � CIO m Oo m a o a a � '`r o M- N 0 MN FZ6 25672 � `�sS oN ET E �� EXPIRES 9 23 01 BLD0713-99 cr w �i V _.1 rrA C0 D a z cc w ♦_♦^ V, U— v CO �� V N r > r O 7) W 1 p . 0 Y C 3 y b (1) o M ® U Q _ U) C-D U �-- z V) a_ J Q z W x Q z W g Qn cV N N a U o Q O N 00 cV 00 f— z > z 0-) Q0 00 w w N I I w . �Np w — Y! � U (LLJ % FIELD SURVEY PERFORMED These drawings conform, to the icnara^&4Auburn IN SEPT. 2000.. These plans are approved for conformance with the City of s Engineering Division requirements. 724- Dote &'' s oho �i Title/Position DIRECTOR OF SURVEYING SERVICES Approved By: %— ' r 00 o Confirmed by Clty. Date Date Approved: Z File: P:\SDSKPROJ\6988\ENGINEERING\6988-GD2.DWG Date/Time: 03/29/2000 . 1.5:01 �Scale: 1=40 jason Xrefs: Z6988-13, Q S©g oo p �$g SECTIONS AND BIOFLTRATION SWALE �4_. O :. _�_RIZORTAL f VERTICAL .," J Q Co c W 1 O F- v> Z N W 235 U (J U J d 0.' O �a 2 0 Z Q� z b Y Y o- Q LL O0 W cn �, ® cn LL .x V ca - >, PLAN VIEW00 m U S1 LTRATI f SWALE ZN o .. cW ................................................................................. ........... ...................... .................Cq 4�o' .. �, , ...... .............. ..... ......... J 161 N � .......................... ....._ --� .f I, 4RMMMIMK ROOM FF r• 50.69 3:1 1 1HIL30 3:1 IE W 3:1J��/ 3:1 52.07 3:1 IE= AD ; 3.1 RIP RAP PAD 3' 3 3 u LAIR BOCK WALL ff W/ 42" HIGH BLACK 200 LF. 15' WIDE I I VINYL -COATED CHAIN BIOFILTRA ION SWALE 0 0.80% ? �: LINK FENCE N CA 00 00 CID Os 04 o WN ile: P:\SDSKPROJ\6988\ENGINEERING\6988-GD3.DWG Date/Time: 03/29/2000 15:01 Scale: 1=20.jason Xrefs: Z6988-B,Z6988-S,Z6988-T, Q SQB' OOD /sg7 6988 ENGINEERING 6988- HORIZONTAL CONTROL PLAN 9.2229 / NN 7089, ----- ---% 69.261---------------------�VOD'4�'-1"F------/-------- ----------------------------03----- ,�--------------------- - N 7446.7276' , E 9984.5899 joson Xrefs: 798 -7, 69 - 69 8- 10308. BUILDING B -.-------------------------------------------------- --------- __ C IUJC N 7051,2822 E 10307.4398 i BUILDING D E wW J� a m LU YY M Z 00 i Q0 0 m N �i N z° . �\ �b, \ % �QN Record DrawingCertification PROJECT REF FAC00JO-99 BLD071 J-99 FIELD SURVEY PERFORMED These drawings conform to the IN SEPT. 2000. By ' Date Title Position DIRECTOR OF SURVEYING SERVICES Confirmed by City. Date These plans am approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: =/ <•ii�+CiT Date Approved: Z o di 0 o _,^ /^ wn. /i ^ n %'G Q -V