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Home My WebLink AboutR-371703d U NE 1/4 OF SE 1/4 OF SEC 32, TWP. 23N., RGE. 5E.2 W.M. 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 PATH 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 DEMOLITION 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 RESPONSIBLITY 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. \ TREES T1 THREE 8" MAPLES T2 6' MAPLE - T3 8" MAPLE T4 8" POPLAR T5 8" POPLAR w Y T6 10" POPLAR h T7 8" POPLAR T8 14 POPLAR (SR1.19R. a n SnC "ESP) � Ir T9 10" POPLAR 7 T10 6" PINE T11 10" POPLAR °LOT 1 T1 2 6" PINE s T 2" MAPLE 3678, SF k T14 14" POPLAR x = tavV� ,,.,;_ a T16 8" POPLAR LOT 5 `'. 'LOT 2 am MRE Il T17 14 POPLAR LOT 4 LOT 3 °� T17 14" POPLAR ' 4534 SF �`� 4516 SF .' "� 5' HIGH PLASTIC OR�RAIINS�JNK _ ` 4514 SF\ TEMPORARY PROTECTION FENCE - I WP rtNa TO CALM o WRE 0 56FOOTT a -rr WR .m�axc T18 6" POPLAR 2 T19 10 POPLAR ._ .' a PE rtxre ro S>Eft FEacs rosr (- TYPICAL_UNLESS OTHEREWISE �'� NOTED) SEE SIGNIFICANT TREE, SAVE TREES T -4 7 NOW Puna TmuseP SnO T20 8" POPLAR THROUGH T —I W. 710E A 1 111E UMPUrvE ARWND RETENTION NOTES AND TREE To eE PE.. (11CAQ , N TE DETAILS ��.,, ALL OTHER TREES T21 14� POPLAR ON DEMOLITION PLAN SHEET C3. ONSITE_MAY BE - TREE PROTECTION FENCE DETAIL �� T22 16" POPLAR >- - REMOVED V n 7 G NOI705CAId v: a . GRAPHIC SCALE YO 0 10 TO W N EIIIIIIIII ( IN FEET ) 1 inch = 20 H. 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) - T28 8" MAPLE , T29 6" PINE T30 6" PINE CONSTRUCTION O1 EXISTING ROCKERY WALL TO BE REMOVED. O2 EXISTING STRUCTURES TO BE REMOVED. 3O EXISTING FENCE TO BE REMOVED. O4 EXISTING OHP TO BE REMOVED; COORDINATE WITH POWER COMPANY. SO EXISTING PAVEMENT TO BE REMOVED. 6O EXISTING TREES TO BE REMOVED (SEE LANDSCAPE PLAN C -9) O7 EXISTING TREE TO REMAIN; PROTECT DURING CONSTRUCTION. OS EXISTING CURB, GUTTER AND SIDEWALK TO BE REMOVED AND REPLACED. SEE SITE PLAN SHEET C4. O 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 EA IUTILITIES SHOWN E APPROXIMATE aEXIHAGENSON DTERMNE THEEXA LOCATION OF BEFORE COMMENCING WORK. CONTRACTOR AGREES To 11 111 CONSULTANTS, LLC AND PRESERVE RVE AONY AND ALL BUND UNDERGROUND UTILITIES EXACTLY LOCH CIVIL ENGINEERING k LAND DEVELOPMENT CONSULTANTS 6464 -467H AVE SW Seattle WA 93126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG emal H.Halimm000MCASLNET 1- 800 -424 -5555 2 1 REVISED PER 8/30/13 CITY NO. I REVISION GENERAL NOTES: 1. 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 CDR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. HEH HEH BY I DATE I APPR I HEH T31 6 PINE T32 60" CEDAR — Significant Tree Protection: T33 9" MAPLE T34 9" MAPLE 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 T35 28" COTTONWOOD the protected area (drip line) of any signifcant tree designated for retention. The height of such fencing shall be T36 11" MAPLE adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the T37 12° MAPLE 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. T38 9" MAPLE —At no time during and after construction shall the following be permitted within the significant tree protection area: T39 13" MAPLE (a) impervious surfaces, fill, excavation, or storage of construction materials (b) grade level changes, except in limited T40 22•• MAPLE circumstances where proposed improvements using permeable materials are determined by an arborist to be non — detrimental to the trees root system. T41 20" MAPLE — Significant Tree Maintenance: T42 18" COTTONWOOD (a) All significant trees shall be maintained for the life of the project including monitoring. T43 TWO 22° COTTONWOODS (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: T44 24" COTTONWOOD (1) topping of primary stems T45 24" COTTONWOOD (2) pruning that results in the loss of 20 percent of vegetative mass T46 24" COTTONWOOD (3) cutting of major roots, except in preparation for transplantation or as deemed necessary and /or acceptable by a certified arborist CHECKED FOR COMPLIANCE TO CITY STANDARDS (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 /0 not occur in a planting season. — The Significant Trees to be retained as shown on the approved S0 \can lee @ Plpp=,sha be3intained by the future owners of the proposed lots. 7 3 "°° " ° °°' °�, /, DEMO PLAN & ESC DETAILS 5/1/13 1 ° =20• ' , CITY 0 F RENTON LAKESIDE FAIRWOOD PLAT F: , � DATUM 18621 - 116TH AVE SE Al Planning /Building /Public Works Dept. RENTON, WASHINGTON C3 SfN£ /L4YMM0.Y LAKESIDE INVESTMENTS, LLC 3 W: 13 A— NNNNAA O x; �LOT8 4509 SF I NE 1/4 OF SE 1/4 OF SEC 32, TWP. 23N., RGE. 5E.2 W.M. 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 PATH 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 DEMOLITION 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 RESPONSIBLITY 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. \ TREES T1 THREE 8" MAPLES T2 6' MAPLE - T3 8" MAPLE T4 8" POPLAR T5 8" POPLAR w Y T6 10" POPLAR h T7 8" POPLAR T8 14 POPLAR (SR1.19R. a n SnC "ESP) � Ir T9 10" POPLAR 7 T10 6" PINE T11 10" POPLAR °LOT 1 T1 2 6" PINE s T 2" MAPLE 3678, SF k T14 14" POPLAR x = tavV� ,,.,;_ a T16 8" POPLAR LOT 5 `'. 'LOT 2 am MRE Il T17 14 POPLAR LOT 4 LOT 3 °� T17 14" POPLAR ' 4534 SF �`� 4516 SF .' "� 5' HIGH PLASTIC OR�RAIINS�JNK _ ` 4514 SF\ TEMPORARY PROTECTION FENCE - I WP rtNa TO CALM o WRE 0 56FOOTT a -rr WR .m�axc T18 6" POPLAR 2 T19 10 POPLAR ._ .' a PE rtxre ro S>Eft FEacs rosr (- TYPICAL_UNLESS OTHEREWISE �'� NOTED) SEE SIGNIFICANT TREE, SAVE TREES T -4 7 NOW Puna TmuseP SnO T20 8" POPLAR THROUGH T —I W. 710E A 1 111E UMPUrvE ARWND RETENTION NOTES AND TREE To eE PE.. (11CAQ , N TE DETAILS ��.,, ALL OTHER TREES T21 14� POPLAR ON DEMOLITION PLAN SHEET C3. ONSITE_MAY BE - TREE PROTECTION FENCE DETAIL �� T22 16" POPLAR >- - REMOVED V n 7 G NOI705CAId v: a . GRAPHIC SCALE YO 0 10 TO W N EIIIIIIIII ( IN FEET ) 1 inch = 20 H. 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) - T28 8" MAPLE , T29 6" PINE T30 6" PINE CONSTRUCTION O1 EXISTING ROCKERY WALL TO BE REMOVED. O2 EXISTING STRUCTURES TO BE REMOVED. 3O EXISTING FENCE TO BE REMOVED. O4 EXISTING OHP TO BE REMOVED; COORDINATE WITH POWER COMPANY. SO EXISTING PAVEMENT TO BE REMOVED. 6O EXISTING TREES TO BE REMOVED (SEE LANDSCAPE PLAN C -9) O7 EXISTING TREE TO REMAIN; PROTECT DURING CONSTRUCTION. OS EXISTING CURB, GUTTER AND SIDEWALK TO BE REMOVED AND REPLACED. SEE SITE PLAN SHEET C4. O 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 EA IUTILITIES SHOWN E APPROXIMATE aEXIHAGENSON DTERMNE THEEXA LOCATION OF BEFORE COMMENCING WORK. CONTRACTOR AGREES To 11 111 CONSULTANTS, LLC AND PRESERVE RVE AONY AND ALL BUND UNDERGROUND UTILITIES EXACTLY LOCH CIVIL ENGINEERING k LAND DEVELOPMENT CONSULTANTS 6464 -467H AVE SW Seattle WA 93126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG emal H.Halimm000MCASLNET 1- 800 -424 -5555 2 1 REVISED PER 8/30/13 CITY NO. I REVISION GENERAL NOTES: 1. 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 CDR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. HEH HEH BY I DATE I APPR I HEH T31 6 PINE T32 60" CEDAR — Significant Tree Protection: T33 9" MAPLE T34 9" MAPLE 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 T35 28" COTTONWOOD the protected area (drip line) of any signifcant tree designated for retention. The height of such fencing shall be T36 11" MAPLE adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the T37 12° MAPLE 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. T38 9" MAPLE —At no time during and after construction shall the following be permitted within the significant tree protection area: T39 13" MAPLE (a) impervious surfaces, fill, excavation, or storage of construction materials (b) grade level changes, except in limited T40 22•• MAPLE circumstances where proposed improvements using permeable materials are determined by an arborist to be non — detrimental to the trees root system. T41 20" MAPLE — Significant Tree Maintenance: T42 18" COTTONWOOD (a) All significant trees shall be maintained for the life of the project including monitoring. T43 TWO 22° COTTONWOODS (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: T44 24" COTTONWOOD (1) topping of primary stems T45 24" COTTONWOOD (2) pruning that results in the loss of 20 percent of vegetative mass T46 24" COTTONWOOD (3) cutting of major roots, except in preparation for transplantation or as deemed necessary and /or acceptable by a certified arborist CHECKED FOR COMPLIANCE TO CITY STANDARDS (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 /0 not occur in a planting season. — The Significant Trees to be retained as shown on the approved S0 \can lee @ Plpp=,sha be3intained by the future owners of the proposed lots. 7 3 "°° " ° °°' °�, /, DEMO PLAN & ESC DETAILS 5/1/13 1 ° =20• ' , CITY 0 F RENTON LAKESIDE FAIRWOOD PLAT F: , � DATUM 18621 - 116TH AVE SE Al Planning /Building /Public Works Dept. RENTON, WASHINGTON C3 SfN£ /L4YMM0.Y LAKESIDE INVESTMENTS, LLC 3 W: 13 A— NNNNAA O