Construction Drawings - C0.0 V1Elmo
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FERGUSON TOWNHOMES
1335 NE 4TH STREET, MERIDIAN, ID
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\� SITE DIMENSION PLAN
SCALE: 1 "= 20' a zo 1
ACHD NOTES:
1. ALL CONSTRUCTION IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC
AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS AND THE
ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
2. ALL EXISTING UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY, AND MUST BE VERIFIED.
CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK.
CALL "DIGLINE". 48 HOURS IN ADVANCE OF COMMENCING WORK AT. 1-800-342-1585.
3. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT OF WAY ARE REQUIRED TO SECURE A RIGHT OF
WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION
4. CONTACT ACHD INSPECTION SERVICES AT (208) 387-6280 FOR INSPECTION OF ALL WORK IN THE RIGHT OF WAY
5. ASPHALT STREET REPAIRS SHALL MEET THE REQUIREMENTS OF THE ISPWC SD-301, ACHD SD-303 AND ACHD
SD-806.
6. THE ROADWAY SECTION FOR PAVEMENT REPAIR ON N. MAPLE GROVE RD. SHALL BE 2.5" AC PAVEMENT, 4" OF 3/4"
MINUS CRUSHED AGGREGATE BASE AND 14" UNCRUSHED AGGREGATE BASE OR MATCH EXISTING, WHICHEVER IS
GREATER.
7. ALL PAVEMENT MATCHES INCLUDING DRIVEWAY APPROACHES, FRONTAGE AND UTILITY CUTS REQUIRE A
MINIMUM 2' SAWCUT INTO EXISTING PAVEMENT.
8. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE
LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF
THE ACHD POLICY MANUAL:
8.a. 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.
8.b. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE,
CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE.
8.c. 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.
8.d. 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
8.e. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE
CONSTRUCTION BEGINS.
9. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY
SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.
PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER
ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
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1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE REQUIREMENTS OF THE CITY OF MERIDIAN, AND
THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) FOR WORK WITHIN THE RIGHT-OF-WAY.
THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR
SPECIFICATIONS.
2. EXISTING UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND SURFACE
OBSERVATIONS. ACTUAL LOCATIONS MAY DIFFER SUBSTANTIALLY FROM WHAT IS SHOWN. CONTRACTOR SHALL
VERIFY EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL DIGLINE PRIOR TO ANY
EXCAVATION AT 208 342-1585. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES
CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS AND FOR PAYING ASSOCIATED
FEES.
4. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL
APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.
5. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON
WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES
ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN
THE PRODUCTION OF RECORD DRAWINGS PRIOR TO FINAL APPROVAL OF THE PIPE LINE INSTALLATION.
6. CONTRACTOR SHALL AVOID DESTROYING OR DISRUPTING ALL MONUMENTS SHOWN OR OTHERWISE AND SHALL
BE RESPONSIBLE FOR NOTIFICATION OF THE ENGINEER AND REPLACEMENT OF DISRUPTED OR DESTROYED
MONUMENTS. AN IDAHO LICENSED LAND SURVEYOR SHALL REPLACE ALL MONUMENTS REMOVED OR DISTURBED
BY CONSTRUCTION ACTIVITIES.
7. WHERE CONSTRUCTION IS LOCATED WITHIN A PRIVATE DRIVE, CONTRACTOR SHALL SECURE INDEPENDENT
COMPACTION TESTING ON BACKFILL AND SUBMIT TEST RESULTS TO OWNER.
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VICINITY MAP
CITY OF MERIDIAN, ADA COUNTY, ID (10
N.T.S.
CERTIFICATION OF COMPLIANCE WITH DESIGN STANDARDS:
THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE
ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT
ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY
SHALL BE APPROVED IN WRITING.
CALL DIGLINE AT 811
BEFORE YOU DIG!
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Call before youdig.
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DEVELOPER:
MATTFERGUSON
8564 W. ELISA STREET
BOISE, ID 83709
(208) 401-4598
MATTHEW. FERGUSON@TKELEVATOR.COM
CIVIL ENGINEER:
ALPHA OMEGA ENGINEERING
1014 S. LA POINTE DRIVE, STE. 2
BOISE, ID 83706
CONTACT: MIKE LIIMAKKA, P.E.
(208)322-5250
MIKE@AOENGI NEERING.COM
GEOTECH:
ATLAS
2719 S. VICTORY VIEW WAY
BOISE, ID 83709
CONTACT: JACOB SCHLADOR, P.E.
(208)376-4748
SURVEYOR:
LR GEO
2308 N. COLE ROAD, STE. G
BOISE, ID 83704
CONTACT:AARON RUSH
(208)556-3911
LEGAL DESCRIPTION:
LOCATED WITHIN THE NE 1/4 OF THE NW
1/4 OF SECTION 7, TOWNSHIP 3 NORTH,
RANGE 1 EAST, BOISE MERIDIAN, CITY OF
MERIDIAN, ADA COUNTY, IDAHO 2022
BENCHMARK:
CONTROL POINT: #1 - MCP. BABYMAG, EL.
= 2596.78
ELEVATION DATUM:
ALL SURVEY DATA AND PROPOSED
ELEVATIONS ARE BASED ON NAVD 88
BENCHMARK DATUM.
ADD 2500 TO ALL ELEVATIONS SHOWN IN
TRUNCATED FORMAT
LAND USE ZONE:
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C1.0
OFFSITE GRADING PLAN
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OFFSITE UTILITIES PLAN
EC1.0
EROSION CONTROL PLAN
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Drawings not to be reproduced without
written permission from
Alpha Omega Engineering LLC.
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REVISIONS
NO. DATE DESCRIPTION
PROJECT #: 22006
DATE: 02-11-22
DRAWN BY: MRL
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