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HomeMy WebLinkAboutTED4003025.10 0 0 z 0 00 J N W U U) Cr a a a. 3 0 U Q N N W X 3 0 U N O N s w z J LA. N I� b C, Z 00 � 1 1 W a a a t3f J Lq Z 0 X W m C o_w 00�� w� Lo(0 ZZZNN c0 LO LO NN � M \,� W � J J W auoz !I zw W lip O V zW wo 0 44 z o O U Z rn c m rn c 0- U U z z 3: 3: z z cn cn o cn cn w w z :2 :2 U U L d (n 6 (n c u 1 CK w n a Li Q 0 2. 0 0 w Uf DEVELOPER ABBEY ROAD GROUP LLC P.O. BOX 207 PUYALLUP, WA 98371 (253) 435-3699 SITE ADDRESS 3800 NE 4TH STREET PARCEL NUMBER 0923259197 - 0.76t ACRES SURVEY BY C.E.S. NW INC. CIVIL ENGINEERING AND SURVEYING 5308 12TH STREET E., SUITE B FIFE, WA 98424 (253) 922-1532 UTILITIES WATER: CITY OF RENTON SEWER: CITY OF RENTON POWER: PUGET SOUND ENERGY TELEPHONE: QWEST COMMUNICATIONS GAS: PUGET SOUND ENERGY z -�o -.?ate z LEGAL DESCRIPTION PARCEL A: THE SOUTH 180 FEET OF THE WESTERLY 250 FEET, MEASURED AT RIGHT ANGLES, OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 30 FEET THEREOF FOR ROAD. ALSO EXCEPTING THE WESTERLY 30 FEET CONVEYED BY DEED RECORDED UNDER RECORDING NO. 80088040255. BASIS OF BEARING THE MONUMENTED CENTERLINE LINE OF NE 4TH STREET AS SHOWN ON THE RECORD OF SURVEY UNDER RECORDING NO. 8606059029, WHICH IS N89'05'48"W VERTICAL DATUM THE CITY OF RENTON BENCHMARK AT THE INTERSECTION OF NE 4TH STREET AND UNION, THAT ELEVATION IS 401.02', NAVD88 CITY OF RENTON ZOWG CS (CENTER SUBURBAN) SETBACKS: FRONT 10' MINIMUM, 15' MAXIMUM REAR NONE SIDE NONE NOTE: SEE CITY OF RENTON MUNICIPAL CODE FOR POSSIBLE EXCEPTIONS RENTON WINDERMERE DEVELOPMENT, LLC SE 1/4 OF THE SE 1/4 OF SEC. 09, TWPs 23 N., RGEm 5 E., W.M., CITY OF RENTON, WASHINGTON UTILITY NOTE LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILIITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILTIY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CES NW INC., ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC, ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CES NW INC., CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC. ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. /1 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. EARTHWORK QUANTITIES 250 CUBIC YARDS CUT - 250 CUBIC YARDS FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CALCULATE QUANTITIES FOR BID PURPOSES. CONSTRUCTION SEQUENCE 1. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF RENTON. 2. FLAG AND/OR FENCE CLEARING LIMITS. 3. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4. INSTALL PERIMETER PROTECTION (SILT FENCE). 5. CLEAR AND GRUB PORTIONS OF SITE AS NECESSARY TO COMPLETE THE PROPOSED IMPROVEMENTS. 6. CONSTRUCT REMAINING IMPROVEMENTS. 7. HYDROSEED OR STRAW MULCH EXPOSED SOILS IMMEDIATELY UPON COMPLETION OR IF SOILS ARE TO REMAIN EXPOSED FOR AN EXTENDED PERIOD OF TIME. 8. REMOVE ALL TEMPORARY EROSION CONTROL FEATURES ONLY AFTER THE PROPOSED IMPROVEMENTS HAVE BEEN FULLY STABILIZED. 9. CALL FOR FINAL INSPECTIONS. GRAPHIC SCALE 20 0 10 20 40 EXISTW O O 0 GV X P(OH) 0 W S ( IN FEET ) 1 inch = 20 ft. so Abbey Road Group LLC Land Development Company 1001 S HAW ROAD, PUYALLUP, WA 98372 P. O. Box 207, Puyallup, Wa 98371 (253) 435-3699, Fax (253) 446-3159 COE. SO A4V I VC. C//�/L EA/G/iVEE/q/NG J SURVEY/iVG 5308 12th St. E. Suite B Fife, WA 98424 Bus: (253) 922-1532 Fax: (253) 922-1954 ceservices®gwest.net LEGEND PROP08ED M. WA S CATCH BASIN ■ STORM DRAIN MANHOLE GZ SANITARY SEWER MANHOLE 'op 3"52 w� DECIDUOUS TREE °��ss�cis� ORNAMENTAL SHRUB ZONAL METAL POST s 10127102 WATER VALVE FIRE HYDRANT -46- GUARD POST �_. WATER METER ` T WATER MANHOLE SITE TELEPHONE RISER TELEPHONE MANHOLE TRANSFORMER` JUNCTION BOX « STREET LIGHT LANDSCAPE LIGHT. UTILITY POLE GUY ANCHOR Y MONITORING WELL GAS VALVE FOUND MARKER AS NOTED OVERHEAD POWER OVERHEAD TELEPHONE WOOD FENCE POWER PAINT MARKS TELEPHONE PAINT MARKS SPECIAL EXCEPTION PER TITLE REPORT VICINITY MAP EDGE OF PAVEMENT N.T.S. PROPERTY LINE CONCRETE - '.4 CONTOURS STORM LINE D EXTRUDED CURB CLEARING LIMITS SILT FENCE X ASPHALT PAVEMENT STORM DRAIN MANHOLE © R 302501 �► STORM CLEANOUT • ROOF DRAIN RD SAWCUT WATER MAIN W SEWER LINE SIDE SEWER SS FOOTING DRAIN FD SHEET INDEX C1 COVER SMET CZ EROSION CONTROL PLAN AID DETALS CS FINAL GRADW AID UTLITY PLAN C4 PLAM C5 GENERAL NOTES AID DETALS C6 OEIERAL NOTES AID DETALS C7 WATER NOTES AM DETALS NOTE CAD FILE WILL BE PROVIDED BY ENGINEER TO AID IN ESTABLISHING HORIZONTAL CONTROL. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CHEC 'E_ _D FOR C0ffPLIANCE TD CITY S77A IVDAR-DS Da to Da to Da to SCMINED SEP 13 2002