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Q 12"SD PROPOSED STORM DRAIN LINE ABBREVIATIONS \ \ N X w _ w
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4"PI PROPOSED PRESSURE IRRIGATION MAIN Q \\ Rp w z a z 0- Y 0 0
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PROPOSED AIR RELEASE VALVE GIRR GRAVITY IRRIGATION
SS or SSWR SANITARY SEWER
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is PROPOSED IRRIGATION SERVICE INV INVERT SSMH SANITARY SEWER MANHOLE
U_ PROPOSED SIGN SSCO SANITARY SEWER CLEAN OUT z
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PC POINT OF CURVATURE
PROPOSED PED RAMP PERF PERFORATED TRC TOP OF ROLLED CURB VICINITY MAP
= TVC TOP OF VERTICAL CURB SCALE: 1"=1300'
2580 PROPOSED MAJOR CONTOUR PI PRESSURE IRRIGATION W WEST
PO PUMP OUT 0 100 200 400 600
U) 2582 PROPOSED MINOR CONTOUR
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CALL BEFORE YOU DIG! NOTICE TO CONTRACTORS
CALL DIGLINE INC. UTILITY REPRESENTATIVES
U) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
z PRIOR TO COMMENCING GENERALLY ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION UTILITY AGENCY PHONE
aUNDERGROUND WORK CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
DIAL: 811 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ADA COUNTY HIGHWAY
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL ROADS DISTRICT (208)387-6287
= PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE
w Z NOTE: MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL SURVEY INFORMATION COMMUNICATIONS CABLE ONE (208)472-8409
co — THE LOCATION OF EXISTING UNDERGROUND WORKING HOURS,AND CONSTRUCTION CONTRACTOR FURTHER
co Q_ UTILITIES ARE SHOWN APPROXIMATELY ONLY AGREES TO DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY CONSTRUCTION STAKING WILL BE PROVIDED BY T-O ENGINEERS-ROB O'MALLEY,PLS PHONE NO.(208)-442-6300 COMMUNICATIONS CENTURYLINK (208)385-2144
Z PRIOR TO CONSTRUCTION. IT SHALL BE THE HIGHWAY DISTRICT,THE CITY OF MERIDIAN,AND THE DESIGN
O CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88). ATTENTION:
o RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON PUBLIC WORKS CITY OF MERIDIAN PUBLIC (208)985-1211 0 1/2 1
(� ALL UTILITY COMPANIES OF THE CONSTRUCTION BM#1 BM#2 BM#3
WORKS
o Q THIS PROJECT. CITY OF MERIDIAN STREET IF THIS BAR DOES NOT MEASURE
SCHEDULE. THE CONTRACTOR SHALL DETERMINE
(IfTHE EXACT LOCATION OF ALL EXISTING UTILITIES UNAUTHORIZED CHANGES & USES: THE DESIGN CONSULTANT NORTHING: 704949.463 NORTHING: 704514.044 NORTHING: 704531.477 STREET LIGHTS LIGHTS (208)489-0352 1"ON 22x34 SHEET or 1/2" ON
Z BEFORE COMMENCING WORK. THE CONTRACTOR PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR 1lxl7 SHEET,THEN DRAWING IS
FASTING: 2443753.577 EASTING: 2442592.308 EASTING: 2441270.993 p IS RESPONSIBLE FOR ANY AND ALL DAMAGE LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE POWER IDAHO POWER (208)388-6510 NOT TO SCALE
co
w WHICH MAY OCCUR BY FAILURE TO EXACTLY PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST ELEVATION: 2576.902 ELEVATION: 2564.582 ELEVATION: 2563.844
w Q DATE: April 29,2024
_ LOCATE AND PROTECT ALL UTILITIES. BE APPROVED BY THE PREPARER OF THESE PLANS. DESCRIPTION: 5/8"W/CAP DESCRIPTION: 5/8"W/CAP DESCRIPTION: 5/8"BAR GAS INTERMOUNTAIN GAS (208)377-6863
a N PROJECT: 240076
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m GENERAL CONSTRUCTION NOTES SEWER NOTES ACHD ROADWAY NOTES `��' pST RF 'tip
O 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES(IDAPA 58.01.16)AS WELL AS THE STANDARDS 1. THE ENGINEER SHALL COMPLY WITH ACHD POLICY SECTION 3100-CERTIFICATION OF COMPLIANCE WITH DESIGN STANDARDS.THE FOLLOWING
w (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS),MERIDIAN DESIGN STANDARDS,THE AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. STANDARD NOTE SHALL BE INSERTED ON THE TITLE SHEET OF ALL PLANS SUBMITTED FOR ACHD REVIEW AND APPROVAL: 8 5 6
a REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD).THE
s MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONSTRUCT THE SANITARY SEWER IN ACCORDANCE WITH THE STAMPED PLANS APPROVED BY THE MERIDIAN CITY PUBLIC WORKS THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN �
05/08/24�0
J DEPARTMENT.THESE PLANS WILL BE PROVIDED TO THE CONTRACTOR BY THE PROJECT INSPECTOR PRIOR TO CONSTRUCTION.WORK SHALL NOT BE DONE EFFECT AT THE TIME OF PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE v qTF \O
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2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT WITHOUT THE CURRENT SET OF APPROVED PLANS. DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT O N OF
� ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON DESCRIPTION,WERE APPROVED FOR THE PROJECT:02/28/23-APPROVAL FOR GRAVITY IRRIGATION DRAIN TO BE LOCATED WITHIN ACHD EASEMENT G. CARP
SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. FINAL APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. (UNDER ACHD SIDEWALK).
(n 4. SEWER INSPECTIONS WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT AND THEIR DECISIONS SHOULD BE CONSIDERED AS FINAL.THE CONTRACTOR 2. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL
ry of
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. WILL NOTIFY THE MERIDIAN PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO CONSTRUCTION. MERIDIAN CITY WILL PROVIDE PERIODIC INSPECTIONS FOR AN SPECIFICATIONS.THERE SHALL BE NO EXCEPTIONS TO DISTRICT POLICY,STANDARDS,AND THE ISPWC ALLOWED UNLESS SPECIFICALLY AND N M w w w
EIGHT-HOUR DAY, FROM 8:00 A.M.TO 5:00 P.M.,FOR A FORTY HOUR WEEK.THE CONTRACTOR SHALL REIMBURSE THE CITY AT RATES ESTABLISHED BY THE PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. U) N ❑ U U ❑ Z
CITY FOR INSPECTION IN EXCESS OF THE NORMAL WORK WEEK, INCLUDING LEGAL HOLIDAYS.OVERTIME INSPECTION RATES AND A LIST OF LEGAL HOLIDAYS `� w ~ ~ ww z > a
Q 4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. CAN BE OBTAINED FROM THE MERIDIAN PUBLIC WORKS DEPARTMENT. 3. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS. 2 a 3 a w of W v
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Q5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED.NO WORK MAY BEGIN 5. SEWER CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION INCLUDING 4. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. m o � a
ON ANY PROJECT WITHOUT TWENTY-FOUR(24)HOUR PRIOR NOTICE. MERIDIAN CITY REVISIONS.MERIDIAN CITY REVISIONS TO THE ISPWC STANDARD DRAWINGS ARE AVAILABLE ONLINE.
Li_ ON
PLACE ALL WATER VALVES, BLOW-OFFS,AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER,VALLEY GUTTER,
0 6. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE LAYING AND PIPE JOINING OPERATIONS.ALL OR SIDEWALK IMPROVEMENTS. w
Z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE MANHOLES LOCATED WITHIN LIMITS OF SEASONAL GROUNDWATER SHALL HAVE THE EXTERIOR OF ALL CONCRETE SURFACES COATED WITH TWO COATS OF Q
0 WATER VALVES. COAL TAR EPDXY. 6. STANDARD 5"THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER THE ACHD SUPPLEMENTAL TO THE p
(n ISPWC STD.DWG.NO.SD-709.
7. SERVICE LINES SHALL BE MARKED IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARD DRAWING SD 512.SERVICE LINE MARKERS SHALL REMAIN IN
7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE REQUEST OF THE PLACE DURING CONSTRUCTION AND BE PRESENT FOR FINAL INSPECTION.ON LOTS WHERE ROOF DRAINS ARE UTILIZED,THE CONTRACTOR SHALL COLOR 7. CONCRETE CONSTRUCTION SHALL CONFORM TO ISPWC.SECTION 706 WITH CLASS 30 MPa(4000 PSI)CONCRETE.
cr_ APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE THE ROOF DRAIN MARKERS TO CLEARLY DIFFERENTIATE ROOF DRAIN MARKERS FROM SEWER SERVICE MARKERS.
W SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. PERMANENT PAVEMENT MARKINGS SHALL CONFORM TO ISPWC.SECTION 1104. PAVEMENT MARKING SHALL ALSO MEET THE MANUAL ON UNIFORM
a 8. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS.
z 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A)BACKFILLING TRENCHES FOR PIPE;(B)PLACING OF MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN
AGGREGATE BASE;(C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING. (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 9. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE PLANS AND CONFORM TO THE ISPWC
H DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). SECTION 801.
9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR 9. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET. 10. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS,CRUSHED SAND AND GRAVEL,AT THE THICKNESS SPECIFIED ON THE PLANS AND
DECISION SHALL BE FINAL.SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL CONFORM TO THE ISPWC SECTION 802. Cn z
U ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS z 0
LL (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16) 11. PLANT MIX ASPHALT CONCRETE SHALL BE AT THE THICKNESS SPECIFIED ON THE PLANS AND CONFORM TO A SUPERPAVE PLANT MIX ASPHALT PER
U SECTION 814 OF THE ACHD SUPPLEMENTAL TO THE ISPWC.
W 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. > U
a 10. THE CONTRACTOR SHALL PROVIDE MERIDIAN CITY'S INSPECTOR WITH"CUT SHEETS"FOR THE STAKING PROVIDED FOR CONSTRUCTION OF THE SANITARY W w
U) SEWER."CUT SHEETS"SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION.ADDITIONALLY,TEMPORARY BENCH MARKS MUST BE PROVIDED TO THE 12. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3.0.50 INCH(1/2")MIX,PG 58-28 TWO AND A HALF INCHES(2.5")THICK,AS A MINIMUM WITH 4" ❑
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING MERIDIAN PUBLIC WORKS DEPARTMENT, INSPECTION SECTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. OF 3/4"BASE AND 14"OF 6"MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER.
DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN
O WRITING FROM THE CITY ENGINEER. 11. PRIOR TO CONSTRUCTION,TEMPORARY BENCH MARKS(TBM'S)SHALL BE SET IN THE FIELD BY A LICENSED SURVEYOR OR ENGINEER AND SHALL BE FLAGGED 13. MINOR ARTERIAL ROADWAYS SHALL BE SP-3,0.50 INCH(1/2")MIX, PG 64-28 FIVE INCHES(5")THICK,AS A MINIMUM WITH 4"OF%"BASE AND 25"OF 6"
2 AND CLEARLY VISIBLE FROM ALL DIRECTIONS.A TBM SHALL BE LOCATED WITHIN 100 FEET OF THE TIE-IN TO EXISTING SEWER AND SPACED NO GREATER THAN MINUS PIT RUN
H 12. ALL REFERENCE MADE TO THE ISPWC SHALL REFER TO THE CURRENT EDITION.THE CONTRACTOR SHALL HAVE AT LEAST ONE(1)COPY OF THE ISPWC 500 FEET ALONG THE SEWER ALIGNMENT THEREAFTER.TBM'S SHALL HAVE ELEVATIONS TIED TO THE NAVD 1988 DATUM.
ON-SITE FOR REFERENCE AT ALL TIMES DURING CONSTRUCTION. 14. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS.THE
07 12. SEWER PIPE WITH COVER OF GREATER THAN 3 FEET,SHALL BE BELL AND SPIGOT,POLYVINYL CHLORIDE(PVC),SDR 35,ASTM D3034 FOR 4-INCH THROUGH FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL.
15-INCH AND ASTM F679 FOR 18-INCH THROUGH 27-INCH AS SET FORTH BY THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT.SEWER PIPE WITH LESS THAN 3
Z 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT FEET OF COVER SHALL BE DUCTILE IRON CONFORMING TO ANSI A-21.51 OR AWWA C-151 MINIMUM CLASS 50.A RUBBER RING IS TO BE INSTALLED WHERE THE A.ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED
HLOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED PIPE IS IN CONTACT WITH THE MANHOLE BASE AND/OR ITS CHANNEL IN ORDER TO ENSURE A WATER-TIGHT SEAL. BY EQUIPMENT DURING TRENCHING OPERATIONS.
z BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
0 13. THE SEWER CONTRACTOR SHALL SUPPLY ALL LID ASSEMBLIES AND THE REQUIRED NUMBER OF RISER AND GRADE RINGS.THE SEWER CONTRACTOR SHALL B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE,CONTRACTOR SHALL REPLACE THE ENTIRE ROAD z
U 14. ONLY PLAN SETS STAMPED"APPROVED FOR CONSTRUCTION"AND SIGNED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE USED FIELD VERIFY THE ELEVATION OF THE TOP OF THE MANHOLE CONE TO ASSURE THAT RING ELEVATIONS MATCH FINAL STREET GRADES.THE MAXIMUM HEIGHT SURFACE.
U) BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE"APPROVED FOR CONSTRUCTION"STAMP SHALL BE GROUNDS FOR THE OF THE GRADE RINGS SHALL BE SUCH THAT THE FINISHED GRADE ELEVATION OF THE MANHOLE FRAME AND COVER SHALL NOT BE MORE THAN TWENTY-ONE
I- ISSUANCE OF A STOP WORK ORDER. (21")INCHES ABOVE THE TOP OF THE MANHOLE CONE. C.CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOE NOT FALL WITHIN WHEEL PATH OF A LANE.MATCH LINE
SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. �
O 15. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES TO A CONDITION EQUAL TO 14. THE PAVING CONTRACTOR SHALL SET THE GRADE RINGS AND POUR THE CONCRETE COLLARS PER STANDARD DRAWING NO.SD 508.THE PAVING
00
� OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT ACHD 24 HOURS PRIOR TO POURING CONCRETE COLLARS. D. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR,DOES C�
Z NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR.
W 15. THE TRENCH BACKFILL ABOVE THE PIPE ZONE WILL BE INSPECTED BY THE ACHD OR BY THE DEVELOPER'S ENGINEER IN ACCORDANCE WITH THE LATEST Q �-
16. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL,STATE AND LOCAL AUTHORITIES AND REGULATIONS ADOPTED THEREUNDER, 3: 00 m
WITH REGARD TO TEMPORARY POLLUTION AND EROSION CONTROL MEASURES DURING CONSTRUCTION. EDITION OF THE"CONSTRUCTION QUALITY ASSURANCE MANUAL".COMPACTION TESTS ARE REQUIRED ON THE BACKFILL ABOVE THE PIPE ZONE,WITHIN E.ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. w M o
PUBLIC RIGHT-OF-WAY.TESTING SHALL BE CONDUCTED TO MEET ALL ACHD REQUIREMENTS AND THE RESULTS SHALL BE SUBMITTED TO MERIDIAN PUBLIC � = Q
WORKS DEPARTMENT AND ACHD PRIOR TO FINAL ACCEPTANCE.
17. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL,STATE,AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER DUST CONTROL o a
z PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. 16. THE MERIDIAN PUBLIC WORKS DEPARTMENT MAY TEST THE COMPACTION OF THE SEWER PIPELINE BEDDING.TESTING WILL BE DONE BY AN INDEPENDENT 0 Q 3:TESTING LABORATORY.THE COST OF THE FIRST TEST WILL BE PAID BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. IF THE FIRST TEST FAILS TO MEET -
U) 18. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY REQUIRED COMPACTION,ALL RE-TESTING SHALL BE PAID BY THE SEWER CONTRACTOR.THE CONTRACTOR SHALL CONTACT THE MERIDIAN PUBLIC WORKS z a M
= JURISDICTIONAL BODY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES,SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND DEPARTMENT AND/OR TESTING LABORATORY TO SCHEDULE THE TESTS PRIOR TO ANY PIPE LAYING AND BACKFILLING. Cie cm z co
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THE CONSTRUCTION AREA. M v U- 17. THE CONTRACTOR SHALL LEAVE THE EXCAVATION FOR THE UPSTREAM END OF ALL SERVICE LINES OPEN FOR FIELD VERIFICATION OF THE INVERT ELEVATION
0 BY THE CITY'S INSPECTOR.THE CONTRACTOR SHALL NOT BACKFILL THE ENDS OF SERVICE LINES UNTIL HE HAS OBTAINED APPROVAL FROM MERIDIAN CITY'S o
z 19. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. INSPECTOR OR MADE OTHER ARRANGEMENTS FOR THE VERIFICATION OF SERVICE LINE INVERT ELEVATIONS. *14 04
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H 20. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT, UNIFORM 18. PRIOR TO FINAL ACCEPTANCE,AFTER ALL UTILITIES ARE IN AND PRIOR TO PAVING,AN AIR TEST SHALL BE CONDUCTED.THE CONTRACTOR SHALL CONTACT
U BUILDING CODE,CITY OF MERIDIAN CODE,AND ALL APPLICABLE COUNTY,STATE,AND FEDERAL CODES AND REGULATION. THE CITY OF MERIDIAN A MINIMUM OF 24 HOURS PRIOR TO TESTING.ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH THE ISPWC AND MERIDIAN
CITY'S MODIFICATIONS.
u- 21. WORK SUBJECT TO APPROVAL BY ANY AGENCY MUST BE APPROVED PRIOR TO(A)BACKFILLING TRENCHES FOR PIPE;(B)PLACING OF AGGREGATE BASE;(C)
0 PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING.WORK DONE WITHOUT SUCH APPROVAL DOES NOT RELIEVE THE CONTRACTOR FROM THE 19. THE SEWER MAIN SHALL BE TESTED FOR DEFLECTION IN ACCORDANCE WITH THE ISPWC AND MERIDIAN CITY'S MODIFICATIONS.ALL SEWER LINES SHALL BE
O RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. TELEVISED WITH A CLOSED CIRCUIT TELEVISION CAMERA IN ACCORDANCE WITH THE ISPWC AND MERIDIAN CITY'S MODIFICATIONS.NO STANDING WATER
2 SHALL BE PRESENT.
0Y 22. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS
0 OF THE CONSTRUCTED PIPELINES AND ANY OTHER UTILITIES ENCOUNTERED.THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN 20. PLACE SEWER SERVICE LINES IN A SIX E INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT
W ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS. FACILITY(I.E.,SEEPAGE BEDS,DRAINAGE SWALES).
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W 23. CONTRACTOR SHALL OBTAIN AN EROSION AND SEDIMENT CONTROL PERMIT FROM THE CITY OF MERIDIAN A MINIMUM OF 72 HOURS PRIOR TO ANY WORK
ON-SITE. GRADING & DRAINAGE NOTES
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O 24. CONSTRUCTION DEWATERING, IF REQUIRED,SHALL COMPLY WITH ISPWC.SECTION 205.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF 1. THE CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585 OR 811. I1/
�- SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE CONSTRUCTION WASTEWATER THAT DISCHARGES TO O
U STATE OR FEDERAL WATERS,A SHORT TERM ACTIVITY EXEMPTION FROM DEQ OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. 2. WHERE IT IS NOT SPECIFICALLY STATED IN THESE SPECIFICATION THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SHALL GOVERN.
25. TRENCH EXCAVATION,BEDDING,AND BACKFILL SHALL CONFORM TO THE ISPWC.DIVISION 300.BEDDING SHALL BE A CLASS A-1 BEDDING SYSTEM. IF SOFT, 3. ALL EXISTING ORGANIC AND/OR DISTURBED SOILS, IF ENCOUNTERED,SHALL BE REMOVED TO DEPTHS OF 1-FOOT(MINIMUM),AND STOCKPILED FOR LATER
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UNSTABLE,OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE TYPE II PER ISPWC.SECTION 304.BACKFILL SHALL USE. U)
d COMPLY WITH ISPWC.SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 COMPACTION.W 4. STOCKPILE EXCAVATED LANDSCAPE FILL MATERIALS AND STRUCTURAL FILL MATERIAL SEPARATELY WITHOUT INTERMIXING.PLACE,GRADE,AND SHAPE V
26. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND ASPHALT.FIELD QUALITY STOCKPILES TO DRAIN SURFACE WATER. Z U)
ZCONTROL SHALL BE IN ACCORDANCE WITH ISPWC.SECTION 204.3.4 AND SECTION 810.3.13.COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY 5. ALLOW AN INDEPENDENT QUALIFIED TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER.PROCEED WITH
Q OF MERIDIAN FOR REVIEW. SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS. J
27. ALL UNSUITABLE MATERIAL SUCH AS SOILS,TRASH,AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED OF 6. WHEN TESTING AGENCY REPORTS THAT SUBGRADES,FILLS,OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED,SCARIFY AND < J
OFF SITE. MOISTEN OR AERATE,OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED;RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED
D WITHOUT ADDITIONAL COMPENSATION. Q ^
28. THE CONTRACTOR SHALL OBTAIN AND HAVE ON SITE AT ALL TIME A COPY OF THE GEOTECHNICAL REPORT BY GEOTEK, INC DATED JANUARY 20,2020. W
Q7. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS NOTED ON THIS PLAN AND NOTIFY DESIGN ENGINEER WHEN ELEVATIONS DO NOT MATCH PLANS. 7
O29. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL SOILS REPORT PREPARED BY GEOTEK, INC JANUARY 20,2020. 8. WASTE SOIL SHALL BE HAULED TO AN OFFSITE DISPOSAL SITE FURNISHED BY THE CONTRACTOR. O Q
30. ALL MATERIALS AND FINISHES SHALL BE AS PER DRAWINGS.DETAILS AND SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANY AND ALL 9. ALL FINISHED GRADES SHALL BE SMOOTH AND UNIFORM. ry O
N ORDERING LEAD TIMES,AND PROVIDING REQUIRED MATERIALS AT THE PROJECT SITE IN A TIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BE 1
ALLOWED.CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY IF A SPECIFIED MATERIAL IS NOT AVAILABLE. 10. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS.PROVIDE POSITIVE DRAINAGE TO ALL CATCH BASINS,DRAINAGE STRUCTURES,CURB CUTS,AND
a DRAINAGE WINDOWS.
o O 31. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS.
w 11. ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM OF ONE PERCENT(1%)CROSS SLOPE UNLESS OTHERWISE NOTED.
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zz Q_ 32. IF ANY ARCHAEOLOGICAL,CULTURAL OR HISTORICAL RESOURCES,OR ARTIFACTS OR OTHER FEATURES ARE DISCOVERED DURING THE COURSE OF
. CONTRACTOR SHALL COORDINATE CONNECTION OF ALL ROOF DRAIN DOWN SPOUTS AND BUILDING PLUMBING.SEE ARCHITECTURAL AND MECHANICAL V J
CONSTRUCTION ANYWHERE ON THE PROJECT SITE,WORK SHALL BE SUSPENDED IN THAT LOCATION UNTIL A QUALIFIED PROFESSIONAL ARCHAEOLOGIST �^
w = DRAWINGS FOR EXACT LOCATION OF DRAINAGE CONNECTION POINTS. 7
o H ASSESSES THE SIGNIFICANCE OF THE DISCOVERY. L
> 13. ALL CHANGES REQUIRE APPROVAL BY THE DESIGN ENGINEER. O '^
< 33. UPON COMPLETION OF ALL WORK THE CONTRACTOR SHALL CLEAN THE ENTIRE CONSTRUCTION SITE.FINAL CLEAN UP SHALL CONSIST OF REMOVAL OF ALL v J
Z CONSTRUCTION DEBRIS,TRASH, REMAINING CONSTRUCTION STAKES,CONSTRUCTION SIGNS, ETC.FROM THE SITE.THE CONTRACTOR SHALL SWEEP ALL 14. ALL NON GRATED STORM DRAIN MANHOLE COVERS SHALL BE MARKED"STORM DRAIN". U
W SIDEWALKS AND STREETS AS NECESSARY TO REMOVE ANY SOIL, ROCKS,GRAVEL OR OTHER MATERIALS.THE CONTRACTOR SHALL CLEAN ALL CATCH
g BASINS AND MANHOLES REMOVING ANY SAND,DIRT,GRAVEL OR DEBRIS. 15. CONCRETE COLLARS SHALL BE POURED AT ALL STORM DRAINAGE INLETS AND MANHOLES.COLLARS SHALL BE PLACED IN ACCORDANCE WITH ISPWC
w
j SD-616.
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o z 16. PIPE TRENCH SHALL CONFORM TO DIVISION 300 OF THE LATEST EDITION OF THE ISPWC AND SD-301.BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER
WATER NOTES SECTIONS 305 AND 306 OF THE ISPWC.
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1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)" 17. PIPE LENGTHS SHOWN ARE NOT EXACT.ACTUAL INSTALLATION LENGTHS MAY VARY SLIGHTLY.LENGTHS ARE SHOWN FOR GENERAL INFORMATION ONLY.
= AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL
~ CONSTRUCTION NOTE NO. 1. 18. ALL PROPOSED STORM DRAINAGE CATCH BASIN INLETS AND MANHOLES SHALL BE COVERED WITH FILTER FABRIC BY THE STORM DRAIN CONTRACTOR TO
g U PREVENT CONTAMINATION OF STORM DRAINAGE FACILITIES. FABRIC SHALL NOT BE REMOVED UNTIL AFTER CONSTRUCTION IS COMPLETE AND LANDSCAPE
co Z 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A AREAS HAVE MATURED.
MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN
z (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 19. CARE SHALL BE TAKEN TO PREVENT DIRT AND OTHER SUPERFLUOUS MATERIALS FROM ENTERING STORM DRAINAGE FACILITIES DURING CONSTRUCTION.
DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). ATTENTION:
o cr_ 20. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE 0 1/2 1
z 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET. FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER
° WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE
SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS PERMIT. IF THIS BAR DOES NOT MEASURE
(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 1"ON 22x34 SHEET or 1/2" ON
z 11x17 SHEET,THEN DRAWING IS
9 cl 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E. NOT TO SCALE
U) SEEPAGE BEDS,DRAINAGE SWALES).
Q DATE: April 29,2024
a N 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF PROJECT: 240076
O WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR.
o O SHEET:
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LEGEND LEGEND NOTE:
w0 30 60 120 180 8 56
a — — — — EXISTING BOUNDARY LINE so EXISTING STORM DRAIN MANHOLE 1. 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 J'j 05/08/24 0
J PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE
F- R/W ROAD RIGHT-OF-WAY ® EXISTING CATCH BASIN REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE v0, F OF
0 COMPACTION TESTS. NG• CAR?F'�
— — — SECTION LINE ® EXISTING VALVE
W 2. THE EXISTING SURFACE SHOWN IN THESE DRAWINGS ARE FROM THE ORIGINAL SURVEY BEFORE
ANY SITE WORK BEGAN.THE SURFACE HAS CHANGED SINCE THEN,AND THEREFORE SHOULD
EASEMENT LINE ®B.O. EXISTING BLOW-OFF ONLY BE USED AS A GENERAL REFERENCE AND NOT FOR CONSTRUCTION PURPOSES. w M w w Q�Q w
SEW EXISTING SEWER MAIN EXISTING SIGN N Lu o � Z w
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N } I I PLANS.OBTAIN THE MOST RECENT W \ \ / I I C0 z
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DATE: April 29,2024
a N I I I \ I I / G / PROJECT: 240076
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KEYNOTES F� ir ST RE,c�ti
aC01 PEDESTRIAN RAMP AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712 8 56
05/08/24 0
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N 11 11 0 a A s a 0 � s NOTES:
It 11 11 N Q U h O I O "I' �-' N N N ^ CO,� CO J J d I O. t3%CO •p J (.l
V' h 11 + W (O (0 (O n II 11 II 11 \\ tS 6
I NN N ; U COf-�N N N N Q j FQ ;- N N N o o N o _ CO3 ��r� �6 J� �' 1. CURB RETURN RADII ARE 20'TO BACK OF CURB UNLESS OTHERWISE NOTED.ALL ACCESSIBLE
I I I I N p CO Co N I- II II 11 11 h (� I (() / s Cp < �`
W II 11 III j (,.(n 11 11 Cp II 11 N N CO O COO t O ~ '- IQ U IQ U .6 OJ M O O Q U A J (S 6
a III I IIII N (" c� 11 11 N c� c6 m I " " coo I a Cog �� sj ��9 �2 �'ti�c ROUTES TO MEET CURRENT ADA GUIDELINES.ACHD WILL CHECK CROSS SLOPES AND RUNNING
I „ II Q t 11 11 N N N N ` N `, .-, v �- O y yo d)- U;\ SLOPES AFTER CONCRETE IS POURED.ANY SLOPES EXCEEDING ALLOWABLE MINIMUMS OR
W II III I II III ` ., �' U �' u j �.� � Q �j Q V 26 I N M M rn iv ci_ _ o _ -� o a CO3 \� J /\t<J y MAXIMUMS WILL BE REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR.
I I ±- �- r j j I c+° r� r"o N �° o co o N J io Ox �L °p C\� X CONTRACTOR SHALL VERIFY SLOPES DURING STRINGLINE/FORM PROCESS. MAXIMUM CROSS
H I I I I Z f- C06 �.. _ ..,- .
II I I I s r' / SLOPE 1.75/o. MAXIMUM RUNNING SLOPE OF 4.75/o.
~ II III IIII n `' ' � ,NO � �,\ �� peso o °
+ co I „ „ N N c\4 K 1� o o o � -t �O \N O� \� 0 O
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II III I I II I I Q v i� �_ ci U , cI'> 1 N (v s / j 12 31 �r 2. CONTRACTOR TO COORDINATE DRY UTILITY SERVICES WITH APPLICABLE UTILITY PROVIDERS.
I I I �- 1- c/) I- (n + o N N ' o� + I",tS , O, )7 �S rn Z
U I I W °j LID ,I " 6S N w Ln �� ��,,_< � \NW Z O_
I >- III W W ___ 25+00 12"W N N_Q U N N n/ J 3. SEE SHEETS C3.02 THROUGH C3.03 FOR DETAILED INTERSECTION GRADING.
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� I r ID III II I
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J IIII l I III✓ I 10"S _- S U 27+00 R30'• �CO2 f:E% - //�\,°j`��/ 6. SEE SHEETS C6.00 FOR SIGNING AND STRIPING PLANS.
� UMBRIA TYP. <"<._ R200 � � �/ x O
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II III( I _ n', o 7. SEE SHEETS C7.00 FOR STREETLIGHT PLANS.
I I
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Q DRAWINGS DRAWINGS
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co Z NOTE: NOTE: SPECIFICATIONS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL
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z Z 1. BIORETENTION SWALES TO BE CONSTRUCTED PER ACHD 1. BIORETENTION SWALES TO BE CONSTRUCTED PER ACHD
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z Q 2. GRAVEL LAYER SHALL EXTEND TO FREE DRAINING 2. GRAVEL LAYER SHALL EXTEND TO FREE DRAINING IN THE MERIDIAN 118 GEOTECHNICAL ANALYSIS BY GEOTEK DATED APRIL 4,2020.
Q MATERIAL,BUT NO FURTHER THAN THE SEASONAL HIGH MATERIAL, BUT NO FURTHER THAN THE SEASONAL HIGH "R"VALUE AND CORRESPONDING PAVEMENT THICKNESS SHALL BE CONFIRMED
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Q 4. TARGET SOIL LAYER=SILTY SAND WITH GRAVEL 4. TARGET SOIL LAYER=SILTY SAND WITH GRAVEL DATE: April 29,2024
a 04 PROJECT: 240076
c.� O
M' N SHEET:
C3.05
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w Q DATE: April 29,2024
04 04 STA. 26+50 - 35+00 PROJECT: 240076
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