HomeMy WebLinkAboutGasser LD Subdivision No 1 Civil Plans 25-129 WIE IDi!'LL�1 S�pNAL fN
Pubre IDAHO.- o�`�cS �p E N SeGASSER LAND DEVELOPMENT SUBDIVISION c��L
� &n&Canrbu tementat Bpeal�oe�one � � �
NO ,
■ ■ < 3f8626
0 0
N PLAN �0tiTF of COSTRUCTION S
N ■ ■ C. KEN
w
0 50 100 200 300 MERIDIAN , ID
z I
Plan Scale Digitally signed by Lachlin
- - m Kinsella, P.E.
Date: 2026.03.3115:07:01
■ -06'00'
I I MERIDIAN,
ID
w N
H �
rl
LOCATION MAP o
m
W.FRANKLIN RD.
O 2
II w
I
I I I BLOCK 1
z �
O VICINITY MAP °
cn z
NO SCALE w w 2
I - w
INDEX OF DRAWINGS z
Q
SHEET
NO SHEET TITLE DESCRIPTION a
- -
C1.0 COVER SHEET
E W. MARCON DR. C1.1 NOTES, ACRONYMS, AND LEGEND
I I r -- ,
I
_ . .. : C1.2 EXISTING AND DEMOLITION PLAN N. TEN MILE RD. PLAN W. FRANKLIN RD. PLAN
C2.0 ROADWAY IMPROVEMENT PLANS W. MARCON DR. PLAN AND PROFILE o
o C2.1 ROADWAY IMPROVEMENT PLANS W. ENTRADA ST. PLAN AND PROFILE
I I I
C2.2 ROADWAY IMPROVEMENT PLANS W. FRANKLIN RD. TURN LANE PLAN
I C2.3 ROADWAY IMPROVEMENT PLANS N. TEN MILE RD. PLAN
I
IO C2.4 ROADWAY IMPROVEMENT PLANS STRIPING AND SIGNAGE PLAN
C2.5 ROADWAY IMPROVEMENT PLANS DETAILS
I II
C3.0 GRADING IMPROVEMENT PLANS
C4.0 STORM WATER IMPROVEMENT PLANS SEEPAGE BED #1 AND #2 PLAN SEDIMENT BOX #1 PLAN - W. FRANKLIN RD.
I ' I
C4.1 STORM WATER IMPROVEMENT PLANS DETAILS rl
C5.0 SEWER IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE
O
C5.1 SEWER IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE z
LuBLOCK 2 2020 BV\/ C5.2 SEWER IMPROVEMENT PLANS ALIGNMENT "C" PLAN AND PROFILE z
O PHASE 1 BOUNDARY I IRREVOCABLE TRUST C6.0 WATER IMPROVEMENT PLANS N. TEN MILE RD. PLAN - SITE W. FRANKLIN RD. PLAN
z l l 2 S1211346841 0
L FUTURE PHASES OF C7.0 PRESSURE IRRIGATION IMPROVEMENT PLANS
z GATEWAY AT TEN MILE I C7.1 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS
� � SUBDIVISION
C7.2 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS Q
C7.3 PRESSURE IRRIGATION IMPROVEMENT PLANS DETAILS Co
L J C8.0 GRAVITY IRRIGATION IMPROVEMENT PLANS ALIGNMENT "A" PLAN AND PROFILE D Q
C8.1 GRAVITY IRRIGATION IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE � _ W I- Ln
W. ENTRADA ST. W
C8.2 GRAVITY IRRIGATION IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE z z =
C8.3 GRAVITY IRRIGATION IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE W Q
C8.4 GRAVITY IRRIGATION IMPROVEMENT PLANS ALIGNMENT "B" PLAN AND PROFILE Ln
Q Ln
I- C8.5 GRAVITY IRRIGATION IMROVEMENT PLANS DETAILS O Lu
C8.6 GRAVITY IRRIGATION IMPROVEMENT PLANS DETAILS O W O
C9.0 STREET LIGHT IMPROVEMENT PLANS N. TEN MILE RD. PLAN - SITE W. FRANKLIN RD. PLAN Lu U
I ' 1
;I O 11.0 LANDSCAPE COVER
d Lu
I I L2.0 LANDSCAPE PLAN w Lu
L3.0 LANDSCAPE NOTES & DETAILS 0
I .
i z
DIGLINE CONTACT INFORMATION Q
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE OWNER/DEVELOPER p[
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT GFI - MERIDIAN INVESTMENTS II LLC Lu
PHONE #ANY AND AOOD 5 0 EXISTINGB URE OMMENCING UNDERGROUND UTILITIES.OICONTRACTOR IS FULLY RESPONSIBLE FOR
ALL DAMAGES 74 E. 500 S. SUITE 200 (/)
BLOCK 3 R/w; BOUNTIFUL, UTAH 84010
I (/7
- CONTACT: TREVOR GASSER Q
O ( PHONE: (801) 292-5000 rn
W. FRED SMITH ST. ACHD COMPLIANCE EMAIL: trevor@tgirealestate.com V
THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD z
a I POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO ENGINEERING & SURVEYING CONSULTANT
N I LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN O
ly� M/a M/8- WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: KM ENGINEERING, LLP
5725 NORTH DISCOVERY WAY
o NONE BOISE, IDAHO 83713 U
PHONE: (208) 639-6939
o CONTACT: LACHLIN KINSELLA, P.E.
EMAIL: Ikinsella@kmengllp.com
�F LEGAL DESCRIPTION
1 A PORTION OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., CITY OF
�0 MERIDIAN, ADA COUNTY, IDAHO. z
GRAND JR LLC O
S1211346615 DATUM U
z EXISTING DRIVEWAY TO BE
Y
REMOVED WITH PHASE 1 HORIZONTAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) STATE PLANE O
a ADA COUNTY MORTON ZONE 1103 (IDAHO WEST) ZONE. VERTICAL COORDINATE INFORMATION IS REFERENCED TO THE NORTH AMERICAN VERTICAL L.L
DATUM OF 1988 (NAVD88). E N G I N E E R I N G
I RIGHT TURN LANE IMPROVEMENTS HIGHWAY DISTRICT I S1211336401 I 5725 NORTH DISCOVERY WAY
TO BE INSTALLED WITH PHASE 1 I S1211336300 I I BOISE, IDAHO 83713 O
° BENCHMARK PHONE(208)639 6939
NO 1 kmengllp.com z
POINT NUMBER POINT STYLE NORTHING EASTING ELEVATION DESCRIPTION DESIGN BY: LCK
DRAWN BY: JAD
Z - - -�- - - -- - - - - - - - - - - 1 0707111.809 2443624.840 2569.396 5/8" REBAR
o - - - _ - - - -_ _ CHECKED BY: LCK Q
- - - - - - 2 708595.775 2443649.168 2573.244 5/8" REBAR z
DATE: MARCH 2O26
Z W. FRANKLIN RD. 3 708564.383 2444832.562 2574.137 5/8" REBAR -
o PROJECT: 25-129
4 707081.143 2444814.839 2584.554 5/8" REBAR SHEET NO.
J
W
C1
**CONTRACTOR SHALL VERIFY BENCHMARKS WITH KM ENGINEERING SURVEY DEPARTMENT PRIOR TO CONSTRUCTION.** 0
a
MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS ACHD NOTES ACRONYMS �S5�0NAL fN��
1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT'S (ACHD) RIGHT-OF-WAY SHALL CL - CENTERLINE N - NORTHING ��CENSf ti
1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON-SITE, A COPY OF THE MOST-CURRENT EDITION OF THE CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, E - EASTINCLEAN UT PC - OVERHEAD POWER
STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY THE E - ELEVATI PC - POINT R CURVATURE
2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL ELEV - ELEVATION PI - PRESSURE IRRIGATION 860
CONDITIONS IN AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. DISTRICT. EP - EDGE OF PAVEMENT PS - PRESSURE SEWER J, 3/31/26 0
2. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND PLACED SO AS NOT TO FL - FLOW LINE PT - POINT OF TANGENCY
3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.ora FLG - FLANGE R - STATION OFFSET RIGHT C� F OF
CONFLICT WITH ANY CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET IMPROVEMENTS.
4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. GI - GRAVITY IRRIGATION RIM - RIM STRUCTURE C. Y,
3. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET HP - HIGH POINT SD - STORMM DRAIN
5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB REPAIRS) WITHIN THE DISTRICT'S RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION INV - INVERT SDMH - STORM DRAIN MANHOLE
OR THE ROAD SECTIONS SHOWN ON THE ROADWAY PLANS. USE WHICHEVER PAVEMENT SECTION IS ISPWC - IDAHO STANDARDS FOR PUBLIC WORKS SG - SAND AND GREASE TRAP
SITE, IT COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. GREATER. CONSTRUCTION SS - SANITARY SEWER
4. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS WITHIN ACHD RIGHT-OF-WAY. L - STATION OFFSET LEFT SSMH - SEWER MANHOLE
CITY OF MERIDIAN GENERAL NOTES PROJECT GENERAL NOTES DOMES SHALL BE CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THE CONCRETE LF - LINEAR FOOT STA - ROADWAY STATION FROM CENTERLINE
(STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' LIP - LIP OF GUTTER SW - SIDEWALK
STANDARD NOTES FOR REVISED 3/1/18 1. THE CONTRACTOR SHALL CONSTRUCT ALL IMPROVEMENTS IN ACCORDANCE WITH THE PLANS STAMPED MA - MATCH EXISTING TBC - TOP BACK OF CURB
RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND "APPROVED FOR CONSTRUCTION" BY THE VARIOUS GOVERNING AGENCIES. THESE PLANS WILL BE 5. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE CONSTRUCTION OF ANY UTILITY WILL BE MJ - MECHANICAL JOINT TOC - TOP OF CONCRETE
COMMERCIAL PROJECTS WITH PUBLIC MAINS PROVIDED TO THE CONTRACTOR BY THE ENGINEER PRIOR TO CONSTRUCTION. WORK SHALL NOT BE COORDINATED AND APPROVED THROUGH INSPECTION SERVICES OF ACHD (387-6284) PRIOR TO MW - MONITORING WELL
GENERAL CONSTRUCTION DONE WITHOUT THE CURRENT SET OF APPROVED PLANS. INITIATING ANY CONSTRUCTION.
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE 6. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE ACHD RIGHT-OF-WAY OR EASEMENT Lu `N°
PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY CITY, ADA COUNTY HIGHWAY DISTRICT, THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC INCLUDING BUT NOT LIMITED TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, ROAD a
ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), WORKS CONSTRUCTION (ISPWC), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. NO WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO BE DONE OUTSIDE OF THE 300' EXTENDED m
AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ALL BOUNDARY OF THE PROJECT WILL REQUIRE A SEPARATE PERMIT THROUGH ACHD CONSTRUCTION
THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. APPROPRIATE ENTITIES. SERVICES DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, REQUESTED THROUGH ACHD
3. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO CONSTRUCTION SERVICES, 208-387-6284, A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING.
2. THE CONTRACTOR SHALL HAVE A COPY M THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON (A) BACKFILLING TRENCHES FOR PIPE (B) PLACING OF AGGREGATE BASE (C) PLACING OF CONCRETE; 7. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE THE COLLAR REQUIREMENT LEGEND
SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC.
ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER.
ORDER UNTIL THE SITUATION IS RESOLVED. 8. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE-YEAR MORATORIUM, A
4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BY CALLING DIGLINE AT BOUNDARY LINE
ALL TIMES. PHONE # (800) 342-1585 BEFORE COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR PAVEMENT CUT REVIEW COMMITTEE. TO SUBMIT A PAVEMENT CUT REQUEST, PLEASE FOLLOW THIS ui
LINK: HTTP://HDLF.ACHDIDAHO.ORG/FORMS/ROADMORATORIUM. w
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE ANY AND ALL DAMAGES TO EXISTING UNDERGROUND UTILITIES. - - OFFSITE BOUNDARY LINE vn 2i
PRIOR TO START OF WORK. 5. UTILITIES ON THIS PLAN ARE BASED UPON DIGLINE MARKS, RECORD DRAWINGS, AND FACILITY MAPS. KM 9• ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE z 2i
ENGINEERING MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE - - SETBACKS O ou
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS IN THE AREA, EITHER IN SERVICE OR ABANDONED. FURTHER, KM ENGINEERING DOES NOT WARRANT THAT NO "TOLERANCES" ALLOWED. z
REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.
THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY - ROAD CENTERLINE Lu
g
LOCATED THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE 10. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE w
RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.
6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE AND PROTECT EXISTING FACILITIES NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER LOT LINE LINE g
CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. o
ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. RIGHT-OF-WAY LINE
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 6. ALL LOT LINE AND EASEMENT INFORMATION SHALL BE TAKEN FROM GASSER LAND DEVELOPMENT a
SUBDIVISION NO. 1 FINAL PLAT. 11. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF
AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. FOUND 1/2 INCH REBAR v
PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 7. THE CONTOURS AND BENCHMARK ELEVATION ARE BASED ON THE NAVD 88 VERTICAL DATUM. a
GENERAL CONSTRUCTION NOTE NO. 1. 12. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A
8. PROJECT BENCHMARKS SHALL BE ESTABLISHED THROUGHOUT THE SITE BY THE SURVEYOR AND WILL BE 0 FOUND 5/8 INCH REBAR
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. NO-CHARGE RIGHT-OF-WAY PERMIT.
TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9, THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS FROM DISTURBANCE 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND FOUND BRASS CAP
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC THROUGHOUT CONSTRUCTION. DAMAGED BENCHMARKS WILL BE REPLACED BY THE PROJECT SURVEYOR THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ® FOUND ALUMINUM CAP
WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ACHD POLICY MANUAL.
FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE CALCULATED POINT o
DEQ/QLPE APPROVED CONSTRUCTION PLANS. REQUIREMENTS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z
BARRICADES, SAFETY DEVICES AND TRAFFIC CONTROL WITHIN AND AROUND THE CONSTRUCTION AREA. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE,
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN 11. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO THE OWNER APPROVED ACCESS POINTS. CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE.
WRITING PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL PROPOSED IMPROVEMENTS
12. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A 404 PERMIT HAS BEEN WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL ISSUED BY THE US ARMY CORPS OF ENGINEERS. ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO TRAVEL LANE. GI GRAVITY IRRIGATION PIPE
PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT THE REQUIREMENTS OF THE 404 PERMIT. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS
LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A PI PRESSURE IRRIGATION PIPE
13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA CRITICAL FACTOR.
UNTIL THE PROPOSED DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE CONTRACTOR 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF
WATER SHALL COMPLY WITH ALL REQUIREMENTS OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE BEFORE CONSTRUCTION BEGINS. S SANITARY SEWER PIPE
ROUGH GRADING PLAN.
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 14. ALL NATURAL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE STATED ON THIS PLAN. 14. PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (1/2") MIX, PG 64-28 FIVE INCHES (5") SD STORM DRAIN PIPE
DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN ASPHALT MINIMUM GRADE IS 1%. CONCRETE MINIMUM GRADE IS 0.4%. FINISH GRADE SHALL SLOPE AWAY THICK, AS A MINIMUM WITH 4" OF %" BASE AND 25' OF 6" MINUS PIT RUN. MINOR ARTERIAL
GENERAL CONSTRUCTION NOTE NO. 1. FROM ALL BUILDINGS. ROADWAYS SHALL BE SP-3, 0.50-INCH (1/2"), MIX, PG 64-28 FIVE INCHES (5") THICK, AS A W WATER MAIN
MINIMUM WITH 4" OF 3/4" BASE AND 25" OF 6 MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 15. WHERE NOTED, EXISTING TEST PITS/MONITORING WELLS SHALL BE RETAINED AND PROTECTED DURING LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50-INCH ") MIX, PG-64-28 THREE INCHES (3") FIRE HYDRANT
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER CONSTRUCTION. THICK, AS A MINIMUM WITH 4" OF %" BASE AND 20" OF 6' MINUS PIT RUN. LOCAL RESIDENTIAL
O
MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 16 ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE 2.5
THICK, AS A MINIMUM WITH 4" OF %" BASE AND 1 ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50-INCH (�W4! OF 6" MINUS PIT RUN.MIX, PG 58-28 TWO AND A HALF INCHES OS SEWER MANHOLE
. Z
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST ( ) wv
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT THE >11 WATER VALVE
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS REQUEST OF THE AGENCY AND/OR THE ENGINEER. TRAFFIC CONTROL NOTES ® WATER METER z
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE O 0
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS GRADING NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL z
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). DEVICES" FOR STREETS AND HIGHWAYS. U I
1. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR EXISTING IMPROVEMENTS >_
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A CONSTRUCTION ACTIVITY WITH THE EPA. 2. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL BID c c c GAS LINE 0
STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 2. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, EMBANKMENT, BACKFILL, DEWATERING, ITEMS. J
AND EROSION CONTROL SHALL MEET THE SPECIFICATIONS OF SECTION 200 OF THE ISPWC AS WELL 3. THE FLAGGERS SHALL BE EQUIPPED WITH TWO WAY RADIOS CAPABLE OF TRANSMITTING A DISTANCE OF co AS THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. ci ci GRAVITY IRRIGATION PIPE
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS
AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 2 MILES AND BATTERIES TO LAST THROUGH EACH DAY OF OPERATION. 0
PUBLIC WORKS INSPECTOR 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITH THE CONSTRUCTION AREA 4. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM OP OP OVERHEAD POWER LINE v) 0 z
UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. THE EDGE OF THE TRAVEL WAY.
SEWER 4. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY s s s SANITARY SEWER PIPE Q
EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). THE 5. ONE LANE OF TRAFFIC SHALL BE OPEN TO LOCAL TRAFFIC AT ALL TIMES. z z
58.0101.16.16 1
1. CONSTRUCTION AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1.TION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA CONTRACTOR SHALL SUBMIT TO DEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF 6. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY TO ALERT THE SURROUNDING PUBLIC OF THE so so STORM DRAIN PIPE U I Q (�
PROPOSED BMPS AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER
GENERATED FROM EXCAVATION SHALL BE FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE CONSTRUCTION TAKING PLACE. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE SIGNS NEEDED w w WATER MAIN
.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM SITE FOR PUBLIC SAFETY. 0
DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 7. ALL CONTRACTORS WORKING WITH THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A SO SEWER MANHOLE
MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 5. STRIP AND STOCKPILE TOPSOIL AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING COULD O ar- Z
THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, SOIL COMPOSITION INCLUDING RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO wv VALVE WATER L u
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). SOIL TYPE, MOISTURE CONTENT AND STABILITY AND THE WEATHER CONDITIONS DURING CONSTRUCTION. ANY CONSTRUCTION. J c O
STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTECHNICAL CONSULTANT. LOCATION OF yj
g, CONTRACTOR SHALL PROVIDE A DETAILED TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO G
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO ® WATER METER
SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE PLACEMENT. REMOVE AND DISPOSE OFF-SITE AT AN APPROVED LOCATION ANY AND ALL EXCESS ANY CONSTRUCTION. > U
WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE MATERIALS. FIRE HYDRANT U I Q
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 6. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL PREPARE THE SUBGRADE AS IRRIGATION NOTES POWER POLE 0 1
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). RECOMMENDED IN THE GEOTECHNICAL ENGINEERING REPORT. THE GEOTECHNICAL ENGINEERING (�
CONSULTANT SHALL PERFORM INSPECTION AND TESTING OF THE SUBGRADE, ALONG WITH THE 0 UJ I
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE PLACEMENT AND COMPACTION OF STRUCTURAL FILL AS RECOMMENDED IN THE GEOTECHNICAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE IDAHO m POWER BOX
CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES) ENGINEERING REPORT. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). z O
EP EP EDGE OF PAVEMENT
ROADWAY DEMOLITION NOTES 2 LAGATION SERVICES SHALL BE CONSTRUCTED PER THE DETAIL ON THE IRRIGATION IMPROVEMENT J z
EG EG EDGE OF GRAVEL
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 3. THE HORIZONTAL AND VERTICAL SEPARATION OF THE POTABLE WATER AND NON-POTABLE PIPELINES
CONSTRUCTION.
CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE APPROPRIATE PHASE OF N, IRRIGATION, AMENITY, ETC.) SHALL COMPLY WITH THE MOST CURRENT EDITION OF TSEWER,HORIZONTAL
HE O TAL W A IRPDWS AND AS DETAILED IN SECTION 405 - NON-POTABLE WATER LINE SEPARATION AND ISPWC TREE DECIDUOUS
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEMOLISHED MATERIALS AT AN APPROVED STANDARD DRAWING SD-407. IN CASE OF A DISCREPANCY, THE IRPDWS SHALL GOVERN.
PIPE ZONE. OFF-SITE LOCATION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS AFTER 0
REMOVAL FROM THE SITE. 4. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE Q
LAYING AND PIPE JOINING OPERATIONS. CONTRACTOR SHALL OBTAIN A SHORT TERM ACTIVITY EXEMPTION 2645 - - EXISTING GRADE CONTOUR
PRESSURIZED IRRIGATION 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, AS NECESSARY, FOR DUST ABATEMENT
DURING DEMOLITION AND REMOVAL OPERATIONS. FROM DEQ PRIOR TO ANY DEWATERING.
0 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 4. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT ANY SOIL OR OBJECTIONABLE 5. ALL PRESSURE IRRIGATION AND AMENITY LINES SHALL BE PLACED IN THE GROUND WITH THE PIPE
BEING CONSTRUCTED. MATERIAL RUNOFF FROM LEAVING THE SITE, OR ENTERING THE PUBLIC RIGHTS-OF-WAY. INVERT BEING AT OR ABOVE THE ESTIMATED HIGH GROUNDWATER ELEVATION. FINISHED GRADE COVER z
OVER PRESSURE IRRIGATION AND AMENITY LINES SHALL BE A MINIMUM OF 30
X 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND O
m 5. ITEMS SHOWN ON THE EXISTING CONDITIONS PLAN REPRESENT THE SITE PRIOR TO CONSTRUCTION.
THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL
6. PIPE TRENCHING WILL OCCUR IN ACCORDANCE WITH THE ISPWC, INSTALLATION OF PIPE BEDDING SHALL
QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 6. OVER-EXCAVATION, IN AREAS WHERE EXISTING GRAVITY IRRIGATION IS PROPOSED TO BE TILED AND/OR CONFORM TO ISPWC CLASS A-1 COMPACTED TO 95% MAXIMUM DENSITY IN THE LOWER ZONES AND
REMOVED, IS ANTICIPATED IN ORDER TO REMOVE SOFT SUBGRADE SOILS. THE CONTRACTOR SHALL
0 95% IN THE UPPER ZONES (ASTM D698). BEDDING MATERIALS SHALL CONFORM TO ISPWC TYPE I U
DRAINAGE COMPLY WITH THE RECOMMENDATIONS OF THE PRIOR REFERENCED GEOTECHNICAL ENGINEERING BEDDING MATERIALS. BACKFILL SHALL CONFORM TO TYPE A BACKFILL AND COMPLY WITH ISPWC
REPORT, BY MATERIALS TESTING AND INSPECTION, FOR DITCH EXCAVATIONS AND SHALL HAVE ALL STANDARD DRAWINGS SD-301 AND SD-302. 0
0 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. EXCAVATED DITCH SUBGRADES INSPECTED BY A TESTING COMPANY OR THE GEOTECHNICAL ENGINEER,
o FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION PRIOR TO PLACEMENT OF PIPE AND/OR BACKFILL OF THE DITCHES.
D 7. APPROXIMATE PIPE LENGTHS SHOWN ARE FROM CENTER OF ELBOW/TEE TO CENTER OF ELBOW/TEE.
W AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES 7 COORDINATE GRAVITY IRRIGATION DITCH AND PIPE REMOVAL WITH DEVELOPER PRIOR TO COMMENCING
WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. CONSTRUCTION. 8. RECORD INFORMATION SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUPPLIED TO THE
OWNER FOR FUTURE USE AND REFERENCE. SUBMITTAL OF RECORD INFORMATION IS A CONDITION OF z
m 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE FINAL ACCEPTANCE.
m PROJECT LIMITS ARE TO REMAIN AND WHICH ARE TO BE REMOVED. O
9. ALL IRRIGATION MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC U
SECTION 400. TEST PRESSURE SHALL BE 150 PSI.
Z alf
UTILITY NOTES 10. ALL IRRIGATION MAINS WITHIN FUTURE RIGHT OF WAY OR UNDER PAVEMENT OR SIDEWALKS SHALL BE
SLEEVED IN ACCORDANCE WITH THE DETAIL ON THE IRRIGATION IMPROVEMENT PLANS. O
g 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ILL
IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN 12. CONTRACTOR MAY ELECT TO ELIMINATE ELBOWS WITH ANGLES LESS THAN 45" PROVIDED THE PIPE E N G I N E E R I N G
o A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN BARREL DEFLECTION IS WITHIN MANUFACTURER'S LIMITS. NO JOINT DEFLECTION IS ALLOWED. 5725 NORTH DISCOVERY WAY
w REGION (334-2190). BOISE, IDAHO 83713
z 11. ALL PIPE, FITTINGS, THRUST BLOCKING, IDENTIFYING TAPE, FINDER WIRE, COUPLERS, AND OTHER PHONE(208)639-6939 0
2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN APPURTENANCES SHALL CONFORM TO SECTION 901 OF THE LATEST EDITION OF THE ISPWC. kmen II
SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER g p•com
71 COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 12. CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING WITH THE PROJECT ENGINEER PRIOR TO
3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE CONSTRUCTION. DESIGN BY: LCK
g ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAWN BY: 1AD
Z QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC
0 TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED CHECKED BY: LCK
FFROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE DATE: MARCH 2O26 Z
o OF A DRAINFIELD AND SHALL EXCAVATE THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM PROJECT: 25 129
GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION
OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH SHEET NO.
THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF EXCAVATED SOILS, J
>_ THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH STRUCTURAL FILL. LJ..I
N
N
N
d
P P L —L�_ _ \� — — — — — —Ud —
RW RW R'A��256$Q— —RW — Rw Rw --RW�RW�R � I I ��R 0� �
_ _ _ _ � N — 860
— — RI�Rw— v �, 3/31/26
16 — 16 �� — — — RW RW _ RW RW — R R — y^ — W_ RW RW — RW_ _RW — RW — RW_ _Rw — RW — RW Rw RW — RW _RW — RW— R
- - - - - - - - - - - - - - - - - - - - �/- -moo„ 10„s 1o"s 10 �, N. TEN MILE RD._ 16 17— `� — — — '" — — — — — — —� — — — Cry F OF �� ��,�'
s 1 o"s 1 o"s 1 o"s 1 o"s 1 o"s 1 o"s " s i o"s s� — — — — — — — — — — — — — — — — — — — — — -
3SD— „S LSD= — �6 3 „ Sg 4 <�N C.. KEN
12"� 12"W 12'W 12"W 1 — TZ W 17 w 10 11 —12"W 2'°W 12"W 1 12'°W — 2"W 12"W — 12"W 12"W 10 12"W 12" — 12"W 12"W — 12"w 12"w 12"w 12"W— 12"w — 12"W 12'V — 12"W o 1 "W 12"W—
1 — 1610 1 N
g 11 \
" 36"SD 36"SD N y> \ „
- 12 SD
Eg
O ��'u, 3 / I-1 3 1 \ / 3 ( = J 3 / / g 19
W ' s - OD / /`O�� 2 7 5 / 2 5 2 N \ 15 � /
/ 2 �, �— _\
Co 1T1 =/ 2567 // N / / Lu
L u ' D o / / / / \_ / �' / / / \ / �� \ \ uLu o M
cn �, / / / / / / / / a 0
w
o Q
(, � / / 6 5i 251 / `�sj w
z
256a � �25 / 2
0
Lu
z
� o
Lu
1110,
PROJECT BOUNDARY 1
O
z
N . TEN MILE RD. PLAN _0 z
0 50 100 150 Q
Plan Scale: 1" = 50' >
o z
Co 0 z
D z Q
SHEET NOTES L tz J _ —j
MATCH LINE - SEE ABOVE A. SEE SHEET C1.1 FOR GENERAL AND DEMOLITION NOTES. z z O
B. OVER-EXCAVATION IS ANTICIPATED IN AREAS WHERE Lu Q G
N ISTING ORDEROTONREDITCHES ARE MOVE SOFT SUBGROADED TO SOILS BE
THEMOVED Q WQ J
CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS —
/ OF THE GEOTECHNICAL ENGINEER FOR DITCH 0 Q Z
a o I I \ \\\ I I I EXCAVATIONS. ALL EXCAVATED DITCH SUBGRADES SHALL J I.u w <
/ to I / \ F \ I I / / / / BE INSPECTED BY A TESTING COMPANY OR THE LJ..I z Lu �
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF PIPE Q
AND/ OR BACKFILL OF THE DITCH. > r n Z
\ — \\\ ��� �s� ��� �, �, �s� `� 2579 2 `'� 2582 KEYNOTES ® 0 z
r'� W Q U?' 6' cv 20 4 /� \ 0
z N I \ AMPA \ \ — — �, " 1. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND
w 1
(� PRESCRIPTIVE N \ 15 /
AND MERIDIAN IRRIT ATION I IR 18 9 o p PAVEMENT PATCH PER ISPWC SD-303 AND ACHD z
\ \ x / x x.N x j x REQUIREMENTS. Q X
o I _ A EASEMEN / / ) 9
1�„ _ DISTRICT / — — — / _ �= - 2. REMOVE ASPHALT PAVEMENT AND CURBS. w
' 8 � J
�R 3 — G .• p 6 3 �-
- - - - - — - - - , - - - - - - - - - - - - - - - - - - — z'c� "ci 1 " lz"Gi 2583 2G 12�
;N ;'� �- —c G G G c G G— 3. REMOVE CONCRETE SIDEWALK. w
ID
i� �� ,� n • 4. RETAIN AND PROTECT WATER MAIN.
12"w 1 1 12 W Sn
12 W " " " W 12' 12"1 1z" z"w 12"w�� 12"w 1z"w 1z"w 12"w PER CITY OF
Xw R p Rw _RW Rw / 21 1 1 - 16 14 ! 5. WATER MIN SHALL BE A ANDONED r n
N ,R"s ems" s la"s 18"SD 18"SD 17 D�=1a' 1 sD 4 18" 13 D 1 13 17 — — — — MERIDIAN REQUIREMENTS. v
— — — — — — — — — — — — — — — „s S6--� s SD Y8"SD— D 12"SD JZsc
a —36"SD 36�sC1 12'S it /
\II / 6. RELOCATE FIRE HYDRANT PER WATER IMPROVEMENT
0 3 / \ / �W RW ��RW RW�R 1� \ RW RW—RW—RW—��RW RW R PLANS. z
v cn , �/ W/ / �. \cn p \
/ 8s\ �° °; ^ \ — 7. REMOVE CLEANOUT AND CONNECT TO SANITARY SEWER O
N \ W. FRANKLIN RD. \ \
O \ ` N _
rn �_ W RW\ —RW W RW R RW \ RW �RW— —R--RW� — -TRW RW R R RW RW RW
w N RW RW—RW—
w Rw Rw � 8. RETAIN AND PROTEC MAIN PER SEWER T GRAVITY
PLANS.
N �\ o S �iy8"S 18"S �YBS 18'S 18 5 18"S 18"S 18"S 18"S- 18"S 18"S 18" S S
S S S S S S S S S
RAVITY IRRIGATION SYSTEM. U
o N I �`� 36"SD 36"s� \ \ ZE
9. RETAIN AND PROTECT GAS LINE.
J � _
10. RETAIN AND PROTECT STORM WATER SYSTEM.
_ _ _ 11. RELOCATE STORM WATER INLET PER STORM WATER z
Z s
/ -1 / \ \ IMPROVEMENT PLANS. O
Q I 12. RELOCATE STORM WATER MANHOLE PER STORM WATER U
IMPROVEMENT PLANS.
o I I I 13. RELOCATE OVERHEAD POWER POLE. 0
oLL
o I 14. RETAIN AND PROTECT UNDERGROUND CABLE CONDUIT. E N G I N E E R I N G
5725 NORTH DISCOVERY WAY
15. EXISTING GRAVITY IRRIGATION PIPE TO BE REMOVED. BOISE, IDAHO 83713 O
W W. FRANKLIN RD. PLAN
16. EXISTING ROADWAY STRIPING TO BE REMOVED. PHONE 208 639 6939 z
kmengllp.com
17. RETAIN AND PROTECT EXISTING ROADWAY STRIPING.
1 0 50 100 150 DESIGN BY: LCK
18. EXISTING GRAVITY IRRIGATION BOX TO BE REMOVED. DRAWN BY: 1AD
Z Plan Scale: 1" = 50'
19. ABANDON SEWER MAIN IN PLACE PER CITY OF MERIDIAN CHECKED BY: LCK Q
V
REQUIREMENTS. z
DATE: MARCH 2O26
0 20. RETAIN AND PROTECT SEWER MAIN FOR FUTURE
a EXTENSION. PROJECT: 25-129
SHEET NO.
J
21. RELOCATE CATCH BASIN/SEDIMENT BOX PER STORM
N WATER IMPROVEMENT PLANS. C1.2 L u
a