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Home My WebLink AboutTemp00002 _ _ _ __ __ . _ __ _ _ _. . _ _ _ _ _ _ __ ._ _ _ _._ _ _ _ _ _ _ . __ ___ . _ _ _ . _ _ _ ._ _ __ _ _ _ __ _ _ _ __ _ _. _ . _ _ __ _ . _ . _ _ _ _ . � � _ LL ' � y , , r- c� w � - _ � GEN ERAL CONSTRUCTION NOTES _ � ¢ ""''�,, - w _ _ � 0 1. All work shall conform to the requirements of the latest adopted edition of the International z Buiiding Code and all other applicable local and state codes, ordinances and regulations. � 2. Contractor shall be responsible for consulting with the Owner's Representative or site H ) L, L G L A. Z t � !� z ' superin ten den t, appropria te Ci ty depar tmen ts or o t her agencies, as we l l as t he Con trac t Documen ts, R a � � , r � � T � 0 � for the locations of all existing underground utilities, pipes and structures. Contractor shall take 92��A.$�E�P��-�.�Ag��-24a� w sole responsibility for any cost incurred due to damage of said utilities. CONTACT UTILITY LOCATION tE�:s�a-��0366 FA":.65°-s"-°3'3. � OF COLORADO AT 1 800 922 1987 PRIOR TO ANY CONSTRUCTION ACTIVITY. � � 3. Contractor shall not willfully proceed with construction as designed when it is obvious that w unknown obstructions, area discrepancies and/or grade differences exist that may not have been � known during design. Such condition shall be immediately brought to the attention of the Owner's oRepresentative for decision. The contractor shall assume full responsibility for all necessary , � � revisions due to failure to give such notification. , � 4. Contractor shall be responsible for any coordination with subcontractors as required to �, accomplish all construction operations. All drainlines, irrigatian supply lines, electrical conduit, 1809 BLAKE STREET osleeves, etc., shall be in place prior to installation of construction items. , SUITE 200 , � 5. Refer to specifications for all required submittals for approval by Owner s Representative. DENVER, CO 80202 cn TEL 303.595.4522 � o � � (�A� I I V � I V �T E S FAX 303.595:4434 � www.edaw.com 0 0 w , c.n � 1 . Contractor shall be responsible for any coordination with subcontractors as required to °w accomplish all grading operations. � 2. Maintain positive drainage away from all structures, buildings and roadway edges at a minimum � slope of 1.5� on all paved surfaces and a minimum of 2% in planted areas. � � 3. Contractor shall be responsible for replacement of any existing materials damaged during . � construction operations. � m 4. All proposed grades are to be met and blend in with existing grading at project limits and � o roads.. Precise elevations indicated on plans to be verified in field to as built condition. z 5. If conflicts arise in field with scaled dimensions, stated grades, and/or elevations, contact � Owner's Representative for immediate resolution. � 6. Contractor shall be responsible for "rounding off" all sharp ridges existing on site whether or � not such conditions are indicated on plans. �-.� 7. Meet existing features at project limits in line and grade. � 8.. Warp and contour all grades and surfaces to provide smooth and continuous transitions between �, grades shown. � � ° LAYOUT CONSTRUCTION NOTES z � Q � � W = 1 . Refer to Civil Engineer's & Landscape Architect's profile and grading plans for grading Q� information prior to installation of sleeving, walks, walls, lighting and other surface and sub-surface w site improvement elements. � . . . . 2. Prior to installation of any construction item, forms with steel in place and compacted o subgrades complete shall be observed and approved by #he Owner's Representative. � 3. Contractor is responsible for replacement of any existing materials that are damaged during � � construction. 0 4. Written dimensions shall prevail. Do not scale directly from drawings. All dirtiensions are from � 0 outside face of paving, walls etc., unless otherwise noted on plans. = 5. All new construction is intended to align with existing site features in line and grade at the � "' limits of construction. Contractor is to notify the Owner's Representative in instances where the � m proposed layout appears to differ from the existing features prior to construction of the new work. z - 6. All paved surfaces shall have smooth, continuous lines as indicated on plans. � 7. All rights of way, property lines and lot lines shall be verified prior to commencing work. ° 8. All electrical junction boxes for lights and irrigation control pedestals shall be in planting areas `� as approved by Owner's Representative. Stake location prior to installation: z 9. Provide expansion joint with sealant where new paving abuts curbing, buildings, columns, �' structures, and/or existing paving. 0 10. Refer to Civil Engineer's drawings for Layout coordinate system datum. w _ � P LANTI N G N OTES w � � �--- �_- � 0 1. Contractor shall be responsible for any coordination with subcontractors as required to � accompl�sh planting operations. � � � 2. Contractor shall notify Owner's Representative 48 hours prior to commencement of work to Q � = coordinate project inspection schedules. � � � 3, All trees of the same species and size shall have matching height and form unless otherwise , � � ,Q� �� z noted on the plans. _ ,* ` W O w4. All plant material and final location of aU plant materials shall be subject to the approval of ' � the Owner's Representative prior to installation. � V � 5. Contractor shall furnish plant materials free of pests or plant diseases. Pre-selected, or � � �` � "tagged" material must be inspected by the contractor and certified pest and disease free. It is � '� Q the contractor's obligation to warranty all plant materials per the specifications. �. � 6. All shrubs and ground covers shall be triangularly spaced, unless otherwise noted: � w , 7. Per City code, no trees shall be planted within 10' of water mains, services, fire hydrants, w � sewers, or storm drains. For water valves located within planting areas, keep a 2' radius clear of � surface vegetation around the valve box. 0 8. Contractor shall be responsible for replacement of any existing materials damaged during Q planting operations. cs� c..� z � Q � 0 � J Q - ISSUED fOR 04/06/06 ISSUED FOR PRICING 05/12/06 SUMMARY PERMIT SET � �. ABBREVIATIONS ADD. ADDITIONAL CAL CALIPER DEPT. DEPARTMENT EJ EXPANSION JOINT HORIZ HORIZONTAL MFR. MANUFACTURER OFI OWNER FURN. & INSTALL RAR REMOVE AND REPAIR SQ SQUARE W/0 WITHOUT AGGR. AGGREGATE CEM CEMENT DET. DETAIL INC. INCLUDING MAX MAXIMUM PED. PEDESTRIAN RAS REMOVE AND SALVAGE (STORE) TC TOP OF CURB WWR WELDED WIRE REINFORCEMENT ABC AGGREGATE BASE COURSE CTR CENTER � (DIA.) DIAMETER FB FACE OF BLDG. ID INSIDE DIAMETER MECH. MECHANICAL PA PLANTING AREA REQ'D. REQUIRED TW TOP OF WALL �ti ALIGN � CENTERLINE DIM. DIMENSION FT. FEET (FOOT) INT OF CL INTERSECTION OF CENTERLINE ME MEET (MATCH) EXISTING PC POINT OF CURVATURE RT RIGHT TBA TO BE ABANDONED ALT. ALTERNATE CP CENTER POINT DIV. DIVISION FV FIELD VERIFY INV. INVERT MEMB. MEMBRANE PCC POINT OF COMPOUND CURVE ROW RIGHT-OF-WAY TBR TO BE REMOVED SHE�T�T�E � ° & AND CLR CLEAR DBL. DOUBLE FFE FINISH FLOOR ELEVATION MIN MINIMUM PRC POINT OF REVERSE CURVE R RISER TOV TOWN OF VAIL LANDSCAPE L ANGLE CDOT COLORADO DEPT. OF TRANSPORTATION DI DRAIN INLET FG FINISH GRADE JT JOINT MISC. MISCELLANEOUS PT POINT OF TANGENCY (POINT) TR TREAD GENERAL NOTES AP ANNUAL PLANTING AREA CONC CONCRETE DWG. DRAWING FS FINISH SURFACE � N PRCST. PRE-CAST SECT. SECTION TYP. TYPICAL APPROX. APPROXIMATE CB CONCRETE BLOCK FL FLOW LINE LT LEFT NORTH (NORTHING) PLL PROJECT LIMIT LINE SHT. SHEET AD AREA DRAIN CMU CONCREfE MASONRY UNIT EA EACH FUT. FUTURE L LENGTH NOM. NOMINAL PIP PROTECT IN PLACE ST SODDED TURF VEH. VEHICULAR • ASPH. ASPHALT CONSTR. CONSTRUCTION E EAST (EASTING) L.O.D. LIMIT OF DEMOLITION N.�I.C. NOT IN CONTRACT S SOUTH VER. VERIFY W FIELD PRO�E�T osaeoo28.0� . @ AT CONT. CONTINUOUS ELEV ELEVATION GAL GALLON L.O.G. LIMIT OF GRADING N.T.S. NOT TO SCALE RAD. RADIUS SPECS SPECIFICATIONS VERT. VERTICAL . . onrE 04/15/2005 AVE. AVENUE CJ C(�NTR�L JOINT EOA EDGF OF ASPHALT GALV GALVANIZED L.O.W. LIMIT OF WORK # (NO.) NUMBER RE: REFER (RFF�RENCE) SD STORM �RAIN � � _ CF CUBIC FOOT (FEET) ESMT. EASEMENT GV GAS VALVE LF LINEAR FEET REINF. � REINFORCE(D) STA. STATION WV WATER VALVE S�A�E ��s•=r-o� - BC BOTfOM OF CURB CY CUBIC YARD ET EXISTING TREE LP LOW POINT O.C. ON CENTER RELO. RELOCATE STD STANDARD WP. WATERPROOF BW BOTfOM OF WALL EX. EXISTING HT HEIGHT O.A. OVERALL REM. REMOVE ST. STREET W WEST SHE� . � - BLDG. BUILDING DEMO DEMOLISH EQ. EQUAL � HP HlGH POINT MH. MANHOLE O.D. OUTSIDE DIAMETER ' RAD REMOVE AND DISPOSE STR. STRUCTURAL W/ WITH ..�t _ - - _ - � O�IILL GLAZi�R ARCHITECTS, IlVC 2005 _ w ._ � I , - -- _ _