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Home My WebLink AboutD-3717030 UJ I U O 9 W NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., ROE. 5E., W.M. 4.678 SIF GRAPHIC SCALE so ( IN FEET ) 1 inch = 20 ft. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) CONSTRUCTION NOTES 01 EXISTING ROCKERY WALL TO BE REMOVED. O2 EXISTING STRUCTURES TO BE REMOVED. O3 EXISTING FENCE TO BE REMOVED. O4 EXISTING OHP TO BE REMOVED; COORDINATE WITH POWER COMPANY. O5 EXISTING PAVEMENT TO BE REMOVED. O6 EXISTING TREES TO BE REMOVED (SEE LANDSCAPE PLAN C -9) O7 EXISTING TREE TO REMAIN; PROTECT DURING CONSTRUCTION. O8 EXISTING CURB, GUTTER AND SIDEWALK TO BE REMOVED AND REPLACED. SEE SITE PLAN SHEET C4. EXISTING DRIVEWAY TO BE REMOVED. 10 EXISTING WATER METER TO BE CUT AND CAPPED AT MAIN UNDER SEPARATE WATER PERMIT. NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN HA GENS ON DETERMINE APPROXIMATE EXACT( LOCATION OF ALaEXI TINGRUTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES FOR ANY AND ALL DAMAGES TO BE FULLY CON SULTANTS, LLC AND PRIES RVEEANY"AND ALL UNDERGROUND UTILITIES.TLY LOCATE CIVIL ENGINEERING do LAND DEVELOPMENT CONSULTANTS / 648 --40TH AVE SW Seattle WA W26 CALL 48 HOURS phone 2015 938 -6168 fax 206.938 -7645 BEFORE YOU DIG emai H.Hagenaon000MCAST.NET 1- 800 -424 -5555 EXPIRES 11/15/16 \1N GENERAL NOTES: REFERENCE STORM DRAINAGE NOTES ON SHEET C8. 2. ALL TREES TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE COORDINATED NOT TO AFFECT THE TREES TO REMAIN. 3. PATCH ROADWAY PER COR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. 3 REVISED TO ADD TREE LIST 2 REVISED PER 8/30/13 CITY COMMENTS 1 INITIAL PERMIT SUBMITTAL N0. I REVISION WA9 DEMOLITION NOTES 1. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FORM ALL UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK OR DISCONNECTION OF ANY SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANIES. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE, INCLUDING BUT NOT LIMITED TO GAS, ELECTRIC, TELEPHONE, WATER, SEWER, AND STORM LINES. 3. ALL STRUCTURES BEING DEMOLISHED, INCLUDING SLABS AND FOUNDATIONS, SHALL BE COMPLETELY REMOVED FROM THE SITE. 4. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND REQUIREMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, HAZARDOUS MATERIALS, DISPOSAL, AND HOURS OF OPERATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR SITE DEMOLITION. COST OF ALL PERMITS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE CONTRACT. 6. IT IS THE CONTRACTORS RESPONSIBILITY TO INSPECT THE EXISTING STRUCTURES FOR ANY CONDITIONS WHICH MAY AFFECT THE DEMOLITION PROCEDURES. CONFLICTS SHOULD BE NOTED TO THE ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PROPERTY FOR TYPE AND QUANTITY OF DEMOL111ON REQUIRED PRIOR TO SUBMISSION OF A BID. 8. THE CONTRACTOR SHALL HAVE WATER ON SITE FOR DUST ABATEMENT AT ALL TIMES DURING DEMOLITION ACTIVITIES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF ALL DEBRIS. BURNING ON SITE SHALL NOT BE PERMITTED. NO DEBRIS INCLUDING CONCRETE OF ASPHALT MAY BE PLACED IN ANY FILL AREA. 10. ANY DAMAGE TO PUBLIC UTILITIES OR ADJACENT PROPERTIES AS A RESULT OF THE DEMOLITION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF REPAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIRS SHALL BE MADE IN A TIMELY MANNER TO THE SATISFACTION OF THE DAMAGED PARTY. 11. DURING THE COURSE OF DEMOLITION, CONTRACTOR SHALL PROVIDE SECURITY FENCING AND OTHER PRECAUTIONARY SAFETY MEASURES AS NECESSARY. (BRIGHT ORANGE PLASTIC MESH) 10' F-14 GA. GALVANIZE. WIRE \�13 GA. GALVANIZED WIRE STEEL FENCE POST 1' HIGH MIN. NOTE: 1. CUP FENCE TO GALVANIZED WIRE ® 5 FOOT ON- CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST NOTE, PLACE BRIGHT ORANGE PLASTIC MESH FENCE AT "DIE DRIPUNE AROUND TREE TO BE RETAINED. (TYPICAL) TREE PROTECTION FENCE DETAIL NOT TO SCALE DRIPUNE DRIPUNE /�DRIPLINE (TYP.) �� II U U — Significant Tree Protection: 1.Prior to any clearing all trees to be retained shall be flagged. 2.Prior to grading and throughout construction, a temporary chainlink, wire or plastic net fence shall be used to identify the protected area (drip line) of any significant tree designated for retention. The height of such fencing shall be adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the protected area. The size of the protected area around the tree shall be equal to one foot diameter for each inch of tree trunk diameter measured four feet above the ground or at the drip line of the tree. —At no time during and after construction shall the following be permitted within the significant tree protection area: (a) impervious surfaces, fill, excavation, or storage of construction materials (b) grade level changes, except in limited circumstances where proposed improvements using permeable materials are determined by on arborist to be non — detrimental to the trees root system. — Significant Tree Maintenance: (a) All significant trees shall be maintained for the life of the project including monitoring. (b) All significant trees shall be pruned and trimmed as necessary to maintain a healthy growing condition or to prevent primary limb failure. This requirement shall not be interpreted to allow: (1) topping of primary stems (2) pruning that results in the loss of 20 percent of vegetative mass (3) cutting of major roots, except in preparation for transplantation or as deemed necessary and /or acceptable by a certified arborist (4) With the exception of dead, diseased or damaged trees specifically retained to provide wildlife habitat; other dead, diseased, damaged or stolen planting shall be replaced immediately or the next planting season if the loss does not occur in a planting season. — The Significant Trees to be retained as shown on the approved Significant Tree Retention Plan shall be maintained by the future owners of the proposed lots. D- 311103 TREES T1 THREE 8" MAPLES T2 6' MAPLE T3 8" MAPLE T4 8" POPLAR T5 8" POPLAR T6 10" POPLAR T7 8" POPLAR T8 14" POPLAR T9 10" POPLAR T10 6" PINE T11 10" POPLAR T12 6" PINE T13 12" MAPLE T14 14" POPLAR T15 8" POPLAR T16 16" POPLAR T17 14" POPLAR T18 8" POPLAR T19 10" POPLAR T20 8" POPLAR T21 14" POPLAR T22 16" POPLAR T23 16" POPLAR T24 12" MAPLE T25 8" MAPLE T26 6" PINE T27 11" MAPLE T28 8" MAPLE T29 6" PINE T30 6" PINE T31 6" PINE T32 60" CEDAR T33 9" MAPLE T34 9" MAPLE T35 28" COTTONWOOD T36 11" MAPLE T37 12" MAPLE T38 9" MAPLE T39 13" MAPLE T40 22" MAPLE T41 20" MAPLE T42 18" COTTONWOOD T43 TWO 22" COTTONWOODS T44 24" COTTONWOOD T45 24" COTTONWOOD T46 24" COTTONWOOD I CHECKED FOR COMPLIANCE TO CITY STANDARDS /0 / SURVEYM. SCALE, DEMO PLAN & ESC DETAILS �� 5/1/13 ,E°" 1 " =20' R`R ;,,�, ,y CITY OF HEH LAKESIDE FAIRWOOD PLAT F'°�°°" HEH R E N TO N 18621 - 116TH AVE SE P� °N� DATUM °�`"� W. CHEC1ED.. AT Fi1LL SCALE Planning /Building /Public Works Dept. RENTON, WASHINGTON F � � � C3 APPR _HEH SCALE ACCORDINGLY LAKESIDE INVESTMENTS, LLC = 3 CF°1 EMESEEnINFEN