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GENERAL NOTES GENERAL NOTES (CONT) 0KEY NOTES <br />1. ALL OTHER UTILITIES AND SITE FEATURES 3. COORDINATE DEMOLITION OF EXISTING 1. CONTRACTOR SHALL REMOVE ABOVE AND ANO <br />OUTSIDE OF THE DEMOLITION LIMITS OF UTILITIES WITH NEW INSTALLATIONS, AS BELOW GRADE STRUCTURES, UTILITIES, A 1 11 <br />WORK SHALL BE CONSIDERED "EXISTING APPLICABLE. CONTRACTOR SHALL TREES, AND PAVEMENT WITHIN THE b i ii <br />TO REMAIN" UNLESS NOTED OTHERWISE. INSTALL TEMPORARY OR PERMANENT DEMOLITION LIMITS OF WORK AS NEEDED <br />ALL STRUCTURES, UTILITIES AND STORMWATER DRAINAGE FACILITIES, TO COMPLETE THE PROJECT. THE <br />APPURTENANCES, AND FACILITIES THAT INCLUDING BYPASS PIPELINES AND MATERIALS TO BE ABANDONED IN -PLACE <br />REMAIN. PERMANENTLY OR TEMPORARILY, CUTFALLS, TO CONTROL SURFACE WATER OR DEMOLISHED AND REMOVED INCLUDE, ss WAILI HAWAIIa <br />SHALL BE PROTECTED FROM DAMAGE. RUNOFF PRIOR TO DEMOLITION OF BUT ARE NOT LIMITED TO, UNDERGROUND <br />CONTRACTOR SHALL REPAIR OR REPLACE EXISTING STORM DRAINAGE FACILITIES. OR AT GRADE IRRIGATION PIPING AND <br />EXISTING UTILITIES THEY DAMAGE AT ITS FIXTURES, ASPHALT PAVEMENT, C <br />OWN EXPENSE. FIELD LOCATED UTILITIES 4. CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL WIRING, VEGETATION, SIGNS. <br />THAT REMAIN PRIOR TO DEMOLITION STORMWATER MANAGEMENT AND UTILITIES, AND MISCELLANEOUS DEBRIS. <br />ACTIVITIES. EROSION CONTROL FOR THIS CONTRACT PORTIONS OF EXISTING ORCHARD SHALL <br />AT ALL TIMES DURING CONSTRUCTION. BE"EXISTING TO REMAIN." <br />2. CONTRACTOR SHALL DEMOLISH, REMOVE THE CONTRACTOR SHALL SEQUENCE <br />OR ARAN DON IN -PLACE ALL STRUCTURES, DEMOLITION AND CONSTRUCTION 2. REMOVE AC PAVEMENT AND DRIVEWAY DESIGN/BUILD <br />TREES, UTILITIES, AND OTHER SITE ACTIVITIES IN ACCORDANCE WITH APRON. PROVIDE A VERTICAL FULL DEPTH <br />FEATURES THAT HAVE BEEN IDENTIFIED EROSION AND SEDIMENT CONTROL SAW CUT ALONG MAILE STREET OUTSIDE DOCUMENTS <br />FOR DEMOLITION. THE CONTRACTOR SHEETS AND SPECIFICATIONS OF THE OF THE TRAVEL WAY. <br />SHALL PREPARE THE BID BASED ON A CONTRACT DOCUMENTS. <br />THOROUGH SITE RECONNAISSANCE 3. REMOVE TWO PINE TREES AND CLEAR AND <br />CONDUCTED AFTER THE ADVERTISING GRUB FOR NEW DRIVEWAY APRON. <br />DATE. ABSENCE OF OBJECT FROM THESE <br />SHEETS DOES NOT RELIEVE THE 4. REMOVE UNPAVED ROAD BED. THESE DRAWINGS WERE <br />CONTRACTOR FROM THE OBLIGATION TO PREPARED FOR SUBMISSION TO <br />REMOVE MATERIALS OR STRUCTURES NOT 5. FIELD VERIFY AND REMOVE IRRIGATION EPA IN JULY 2021 TO PROVIDE A <br />TO REMAIN WITHIN DEMOLITION LIMITS. APPURTENANCE. COORDINATE WITH LOT 1 GENERAL UNDERSTANDING OF <br />OWNER FOR RELOCATION OF WATER THE PROJECT CONCEPT AND <br />SERVICE TO LOT I. ARE NOT INTENDED TO REFLECT <br />N. TRENCHING FOR UTILITY POINT OF DESIGN REQUIREMENTS. <br />CONNECTIONS. <br />C <br />n1 ;111,,11t 1,11 ,-�r11�� Inll <br />A All1.- 1.1�; ,uLu1.r r ,i ilr,l,ilrt T <br />11 .,lu <br />YS CESSPOOLTO 8E tl LOF N e'w ^" NN i, it ip I1! rIV1 Jtl' v $' <br />^ N zl . <br />F <br />LARGE CAPACITY WORKORK ITVPI , <br />s ( <br />q <br />' ' L r q III <br />ABANDONED <br />k II' PAHA""A <br />} <br />I M Ip WASTEWATER <br />oyo " TREATMENT PLANT <br />5 DESIGN/BUILD <br />DOCUMENTS <br />REVISIONS <br />^ w;y CRIaiION y f REV DATE DES <br />af•o, <br />y m�ay1 <br />A tiVi <br />I1 1 1 �� NNTL <br />LIMITS (T 1 a" <br />` WORK (TYP) 5 „ 1` 1­ jI I I \ ^\II �\ ' O IESIONEo. <br />III NF, <br />y <br />y 1FILENAME <br />a 1 <br />I I 1 I <br />d It '.' 2 I <br />^ sM 12 1'1u rill V,:UIrr EI <br />�1 H'"^PotH '1 MY <br />CLIENT <br />0 100 200 cuE T110J c PUIMEE <br />V[ I^ ^L ll 1 x <br />3111 1 IN FEET <br />a4N 1 CIVIL <br />^r ) OVERALL EXISTING <br />Nm'I 3 4 s J 1 AND DEMOLITION a <br />` 1 PLAN <br />�'"�"F'Uao-^�m�alolr.KnNa e,y Nmc s."t^r�s*�a"ra,�r"ro�^^a�^a!w�ucdraz ^gym. +�?; r �M1r ��� '�H��'c'a^�,�.h,s"T�s'T.'"�TMa� rthr�'�rA, <br />L <br />MA IT STREET (COUNTY) <br />iA Tr s'e - A 1 4{ ^ <br />Dune^nNc Nur,aEu <br />GOOK PINE TREES ROW TO 111 C_002 �A;Im1� L�1� <br />^ TO VALE STREET ROW TO 111 .L' tl II 1'r 1 REMAIN (48 EA) 41� '.Irl1 III FI11/9h1. 4 s Ea 25 <br />VI <br />2 3 4 1 16 <br />