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CC - Existing and Demo Plan , E KEYNOTES ® COORDINATE PROTECTION OF EXISTING POWER LEGEND CI%YlE IDIAN APPROVED FOR = IO � NOTE: POLES AND OVERHEAD POWER - COORDINATE ° a ACTUAL CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. 01 PROTECT EXISTING WATER MAIN & SERVICES. W/ IDAHO POWER. TYPICAL EXISTING FENCE CONSTRUCTION v CIO o THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. These plans and/or specifications have been reviewed for — 02 PROTECT EXISTING SEWER MAIN, MANHOLES. 90 PROTECT PROTECTION OF UTILITY BOX WITH TP1 APPROXIMATE TEST PIT = C3 W CENTURYLINK. LOCATION compliance with Meridian City Standards and Specifications. .� Z 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE This review does not relieve the owner, engineer, or contractor y Z ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 03 PROTECT EXISTING CURB, GUTTER & SIDEWALK. g ® PROTECT EXISTING STREET SIGNS. NOTE: of the responsibility to design and/or construct those facilities z ® PROTECT EXISTING STORM DRAIN INFILTRATION ABANDONED BUILDINGS TEST PITS OR WATERWAYS LOCATED in compliance with all current applicable federal, state and local 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE _ THE ENTIRE ROADWAY SURFACE. POND. Q ABANDON EXISTING WELL IN ACCORDANCE W/ IDAPA WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE laws, rules, regulations, ordinances, development agreements, �� RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH specifications, orders or approvals, all of which the City retains a o 05 PROTECT EXISTING PRESSURE IRRIGATION MAIN 37.03.09 WELL CONSTRUCTION STANDARDS RULES. STRUCTURAL FILL PER ISPWC SPECIFICATIONS. the right to enforce. Inconsistencies not noted by City staff shall � N 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A & SERVICES. NOTE: VERIFICATION OF DISCONNECT FROM MERIDIAN not be construed as approved unless specifically addressed = Z PUBLIC WORKS DEPT. IS REQUIRED. W LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. © PROTECT EXISTING CREASON LATERAL GRAVITY NOTE: in writing by the City. Any proposed revision to these plans must IRRIGATION BOX, ASSOCIATED PIPING & ® FILL APPROX. 45 LF OF EXISTING IRRIGATION DITCH PROTECT ALL UTILITIES, STRUCTURES, DITCHES, ETC. NOT WITHIN be submitted for review and compliance with the Meridian City �+ W w 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD ACCESS ROADS [DEMO EXISTING GRAVEL ROAD & REMOVE ASSOCIATED PIPING. THE DIRECT LIMITS OF CONSTRUCTION UNLESS OTHERWISE Standards and Specifications before said revision is constructed. Z U'�' MEMO!DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. PRESENT WITHIN ROW]. SPECIFIED. Z0FILL EXISTING IRRIGATION DITCHES & REMOVE PROTECT EXISTING IRRIGATION BOXES & NOTE: Name Date CIO 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. ASSOCIATED PIPING. W ~ 0 PIPING.ASSOCIATED ALL DITCHES EXTEND TO ANY EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE U) - M IIIII,I I-III Ii IIII II _.............._...-...:...-....:........4............. .�...................T II \•YI,,-\r,orao?a wb! MIIII CMIL_L_A_NIII RD. SEE IIiiI JUMP CREEK IiII PH 5_ P-L-I�A NS --_-_ ------O------- ABANDONED IN ACCORDANCE WITH CENTRAL D ISTR ICT HEALTH T\ F��NPo G\ / � w Ji PROTECT EXISTING BORROW DITCH[SHEET 3.1] FOR DIMENSIONS OF DITCHES. DEPARTMENT REQUIREMENTS. (� W <I L L_____ L L IL J L_____ Plan ubllc Street Construction 03/11/2022 ..........:_- 17882 By stamping and signing the improvement plans, the Registerea Engineer ensures the District that the plans conform to all District ypF policies and standards. Variances or waivers must be specifical- _ r ly and previously approved by the District in writing. Acceptance/ -- -�� - ---� r---.. I r--- -_ r--- - --1 /NS. Cof the improvement plans by the District does not relieve the -- IIIII I IIII1I'I II'II'II -IiII O�5III III IIIII IIIIi IIIi IIIIi IIIIi IIIIk' O IIIIi IIIIi IIIIi O IIIiI - O IIIiIrI 1IIIiI 1 IIIi,II - -- -- 2 I - ---------- vi Pi Registered Engineer of these responsi bilities. ii 5 ------I-LBL£CK : : _ __-- -_-- - r-- -- - _r BD CHECKED SCALE IN FEET ". 7 BY DATE: ___---_ ADA COUNTY HIGHWAY DISTRICT DAVID A. 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RIVA CAPRI ST. q,BLOCK 20 _ \ 1 BLOCK 20 Lj � I DATE: 802-25-2021 ----------- ------ --------------- --\ -------_- ------------------------------------ ----- iEL TEL T__----p i E TEL O iEL P OP P P OP --oP------- O ---_-------O------------ OP------- L � u EP EP EP - EP - EP P -- -- EP -__- I --- --- -SHEET 3 EP EP EP EP EP --------- CMIL AD ----EP--- - 241- --------------------------