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3.1 SHEET EXISTING AND DEMO PLAN V1NOTE: ACTUAL CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2.IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE —APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. KEYNOTES ® COORDINATE PROTECTION OF EXISTING POWER POLES AND OVERHEAD POWER — COORDINATE LEGEND 01 PROTECT EXISTING WATER MAIN & SERVICES. W/ IDAHO POWER. TYPICAL EXISTING FENCE 02 PROTECT EXISTING SEWER MAIN, MANHOLES. 90 PROTECT PROTECTION OF UTILITY BOX WITH Tpt APPROXIMATE TEST PIT 03 PROTECT EXISTING CURB, GUTTER & SIDEWALK. CENTURYLINK. LOCATION 0 PROTECT EXISTING STREET SIGNS. NOTE: ® PROTECT EXISTING STORM DRAIN INFILTRATION ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED POND. 1Q ABANDON EXISTING WELL IN ACCORDANCE W/ IDAPA WITHIN CURRENT OR FUTURE RIGHT—OF—WAY SHALL BE 05 PROTECT EXISTING PRESSURE IRRIGATION MAIN 37.03.09 WELL CONSTRUCTION STANDARDS RULES. RE —EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH & SERVICES. NOTE: VERIFICATION OF DISCONNECT FROM MERIDIAN STRUCTURAL FILL PER ISPWC SPECIFICATIONS. © PROTECT EXISTING CREASON LATERAL GRAVITY PUBLIC WORKS DEPT. IS REQUIRED. NOTE: IRRIGATION BOX, ASSOCIATED PIPING & ® FILL APPROX. 45 LF OF EXISTING IRRIGATION DITCH PROTECT ALL UTILITIES, STRUCTURES, DITCHES, ETC. NOT WITHIN ACCESS ROADS [DEMO EXISTING GRAVEL ROAD & REMOVE ASSOCIATED PIPING. THE DIRECT LIMITS OF CONSTRUCTION UNLESS OTHERWISE PRESENT WITHIN ROW]. SPECIFIED. 07 FILL EXISTING IRRIGATION DITCHES & REMOVE ® PROTECT EXISTING IRRIGATION BOXES & NOTE: ASSOCIATED PIPING. ALL DITCHES EXTEND TO ASSOCIATED PIPING. ANY EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE MCMILLAN RD. SEE JUMP CREEK PH 5 PLANS ® PROTECT EXISTING BORROW DITCH ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH [SHEET 3.1] FOR DIMENSIONS OF DITCHES. DEPARTMENT REQUIREMENTS. CIWEA APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date ' g ONAL c 61 3 Are Accepted For Public Q�o�� 0G\S ozi Street Construction 3/1 ��882 1 Ir TF OF 50 0 25 50 100 S. CRP SCALE IN FEET CHECKED BY: DAVID A. BAILEY P.E. 1 "=50' DRAWN BY: BD c� z 3 a 0 LLJ Q Iz IM Z Q � j J Z a- � Z 0 � W Z 0 � Z W 0 _ � 0 0 0 Z Q m V) Y W � W W 0 (' W � V) m 0 J X W SHEET 3.1