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Home My WebLink About05D1765GENERAL PLAN NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITYS PROJECT SPECIFICATIONS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD U1ILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISION OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR '10 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). 5. PRIOR TO THE START OF CONSTRUC1ON A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING HAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE POUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND / ROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 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. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUCTION DOCUMENT* HANDOUT. 9. RAPID ACCESS KEY SWITCH IS REQUIRED IF THE GATE IS AUTOMATIC. IF NOT A RAPID ACCESS PADLOCK IS REQUIRED FOR EMERGENCY SERVICES ACCESS. EX. SSMH 912-17 RIM=273.29 10" N IE=262.44 10" S IE=262.35 30LF 8" PVC - SDR-35 ® 0.5% IE _ 262. 10 Cohne Ci'[L 7 — �S/n 14 33' 1 UTILITY CONFLICT NOTE: CAUTION - THE CONTRACTOR S; TALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. LOCATED IN THE NE 1 /4 OF SEC. 20, T21 N, RSE, W.M. AUBURN, WASHINGTON Ael 55 14, f i 00 LP G� 99 2XLY IC 2, SUB 2" 1ATION SAWCUT, REMOVE eY° & REPLACE EXIST. 10 EXIST N 00'24'32" W AC PVMT PER FENCE 384.97' C.O.A. STDS. - - - ------G-----------G----------- G - - - - -- -- -- 2 - SAWCUT --3---4—10'L-ss---D_OC4=D—AVE,SE——--———— _ss-- -- S 00'24'32" E 271.13 - -----------SD------ MATCH EXIST, EX. CON EX. D/W tx. u EX. D/W SAWCUT, REMOVE & CAUTION REPLACE EXISTING TAP EXISTING 8 CURB & A.C. PVMT. MAIN W/ ��SERVICE UTILITY CONFLICT W/ "IN -KIND" PER C.O.A. SSMH 912-36 SCr V� Ge EXISTING GAS MAIN STDS. STA. 0+00 PER W OT STD PLAN NO. B-23A RIM = 272.68 t IE (10") = 262.56 NEW (8" W) = 262.73 (CHANNEL NEW SS MATCH CROWNS MUCKLESHOOT INDIAN TRIBE �� PLANNING AND PUBLIC WORKS DIVISION TRIBE 40320 AUBURN—ENUMCLAW ROAD AUBURN, WA. 98092 TEL: (360) 802-1921 FAX: (360) 802- 4727 LX. F,H. EX. D/W Fit • 1 ___• 'w////////// \ �• 30 0 15 30 1 inch = 30 ft. CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. WORK WITHIN R/W (IF ANY) SHALL BE LIMITED TO 15 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 3. GENERAL CONSTRUCTION MAY BEGIN. 4. CONSTRUCT UTILITIES & STREET ACCESS PER PLAN. 5. COMPLY WITH THE GENERAL PLAN NOTES DURING THE CONTRUCTION OPERATIONS. 6. COMPLETE STREET RESTORATION/PAVING, SWEEP STREETS AS DIRECTED BY THE CITY OF AUBURN INSPECTOR. v1,40 EEI 271,40 t MATCH -L 29' EXIST. — - --� - — - - --- ------ - i Eln11 INSTALL: 29' (THROAT) D/W ENTRANCE Sam I P W- PER C.Q.A. STD DTL STDW-,1C (MODIFIED) I' ` EX. SSMH 912-01 �� rt RIM=270.83 I ( 10" IE W=263.67 PLUGGED i I 10" E IE=263.55 I I x 10" S IE=263,53 co •, EXISTING CEMETERY I I I POE Engineering, Inc. I NDIAN CIVIL & STRUCTURAL ENGINEERING/CONSULTING � 1314 8TH STREET N.E., SUITE 102 AUBURN, WASHINGTON 98002 (253) 833-4052 / FAX (2.53) 833-4053 WATER DATA TABLE '1 EXIST, METER, RELOCATE TO NORTH OUTSIDE OF NEW DRIVE ENTRANCE PER C.O.A. STDS. AS ILLUSTRATED AND RECONNECT TO EXISTING SERVICE < IN5ALL: --''4- 1-3"*S CE, NEW METER B001 3" OMESTIC METER PER C..A.' ER vmtDTL Gje M't REV. I DATE I BY I DESCRIPTION O INSTALL: 3" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) IN "HOT BOX" ASSE 1060 OUTDOOR ENCLOSURE O4 INSTALL: 2 IRRIGATION DEDUCT METER W/ DCVA PER C.O.A. STD. DTL. (SEE LANDSCAPE PLANS BY OTHERS) APPROVAL 0,41F WARNING & DISCLAIMER: There may be errors and omissions of information on this map or plan. The user agrees that the Muckleshoot Indian Tribe is not liable for the use of this information or any inferences made from this information. SITE MUCKLESHOOT INDIAN RESERVATION w MUCKLESHOOT INDIAN CASINO g o' I�Mcq1�k OWNER INFORMATION: MUCKLESHOOT INDIAN CEMETARY o,P M. 19TH ST• 5 20TH ST. S.E. 0 Y U SHAUGHNESSY PARK VICINITY MAP N. T. S. MUCKLESHOOT INDIAN TRIBE 40320 AUBURN-ENUMCLAW ROAD AUBURN, WA 98042 PH: (360) 802-1921 PROJECT MANAGER: MR. LESLIE HOFFER LEGAL DESCRIPTION: A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT NORTH 60 FEET -THEREOF; EXCEPT WEST 186.5 FEET THEREOF; EXCEPT EAST 30 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF PLATTED AS SKYCREST TERRACE, ACCORDING TO PLAT RECORDED IN VOLUME 65 OF PLATS, PAGE 92, IN KING COUNTY, WASHINGTON. VERTICAL DATUM: (NAVD 1988) CITY OF AUBURN BENCHMARK: 17-J ELEVATION 279.19' TOP OF CONC MONUMENT IN CASE AT INTERSECTION OF DOGWOOD AVE. AND SKYWAY LANE. a ► 9 0 z 91 1/ 1 9 202105-9047 PROJECT SURVEYOR: TJC SURVEYING C/O MR. TOM COLETTI 1189 McKINLEY STREET ENUMCLAW, WA. 98022 PH/FX (360) 802-0652 CEL (206) 940-0253 AUBURN NARROWS PARK =I P1A F. PO �' of WASH/F 27060 p �4 PROJECT REF: FA.c OL_003c� / EXPIRES 3 8 2003 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS DATE D G JAN 2003 APPROVED BY: � �-- �+�[/�-�r CRAWN BY G.MO DATE APPROVED: Z z - 3 DESIGN BY A.F.P. RECORD DRAWING CERTIFICATION JOB NO. 02- 039 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. SHEET NO. BY: wi • Uj A 0, a_ DATE: TITLE/POSITION U 1 CONFIRMED BY CITY DATE: - - SHEET TITLE WHITE LAKE CEMETERY ADDITION ACCESS & UTILITY REQUEST PLAN 05D 17(o5