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SS\\CEN m • w KODIgK pR �� \,\CENS fO= CALL DIGLINE INC. CONSTRUCTION DRAWINGS FOR:O PRIOR TO COMMENCINGDEVELOPERUNDERGROUND WORK 19574
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0 NOTE: A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SECTION 24 3327 N EAGLE RD, STE 110-135 �5,9 F OF
� THE LOCATION OF EXISTING UNDERGROUND ❑� TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN MERIDIAN, ID 83646 qC D. Job
cA UTILITIES ARE SHOWN APPROXIMATELY ONLY ADA COUNTY, IDAHO (208) 871-0004 W BEAR TRACK CT
c/) PRIOR TO CONSTRUCTION. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INFORM RESPONSIBILITY 15, 2023
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SCHEDULE. THE CONTRACTOR SHALL DETERMINE -PROJECT u, Z 0 0 o 0 o
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z THE EXACT LOCATION OF ALL EXISTING UTILITIES
LOCATION � � CU Q CU w a
(D BEFORE COMMENCING WORK. THE CONTRACTOR 12 BUILDABLE LOTS 0 w of = a
z IS RESPONSIBLE FOR ANY AND ALL DAMAGE 5 COMMON LOTS m ❑ ❑ Q
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WHICH MAY OCCUR BY W GRIZZLY DR
LOCATE AND PROTECT ALL UTILITIES.
TO EXACTLY 3.396 TOTAL ACRES R�OFiV&l Lu
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UTILITY REPRESENTITIVES LEGEND SHEET INDEX
U) UTILITY AGENCY PHONE Co.0 COVER SHEET
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0� GAS INTERMOUNTAIN GAS (208)468-6727 C0.1 GENERAL NOTES
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a ELECTRICITY IDAHO POWER (208)388-2747 R/W ROAD RIGHT-OF-WAY C1.0 EXISTING CONDITIONS
w TELEPHONE CENTURYLINK (208)454-4039
SECTION LINE C2.0 LOT DIMENSIONS
H CABLE CABLEONE (208)455-5555 C3.0 MASTER GRADING PLAN d c/) Z
— — ROAD CENTERLINE
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SEWER CITY OF MERIDIAN (208)888-4433 C3.1 GRADING CROSS SECTIONS
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U_ WATER CITY OF MERIDIAN (208)888-4433 69 FOUND ALUMINUM CAP C3.2 MASTER UTILITY PLAN W VICTORY RD
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ROADS CITY OF MERIDIAN (208)888-4433 C3.3 W.SCORIA CT. PLAN&PROFILE w
U ❑1 LOT NUMBER
NAMPA MERIDIAN IRRIGATION STODDARD RD. FRONTAGE
a- GRAVITY IRRIGATION DISTRICT (208)466-7861 C3.4 IMPROVEMENTS VICINITY MAP
FIRE MERIDIAN FIRE DEPARTMENT (208)888-1234 1C COMMON LOT NUMBER C3.5 OFFSITE SEWER PLAN&PROFILE SCALE: 1"=500'
0 C4.0 STORMWATER PLAN&DETAILS
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AD AREA DRAIN
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0 ARV AIR RELEASE VALVE
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z EP EDGE OF PAVEMENT a 0
w GARLAND BRIAN
SALING ROBERT x a
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EX EXISTING / 943 W BEAR TRACK CT MERIDIAN, ID 83642
MERIDIAN, ID 83642 ---- z
FL FLOWLINE R2737410450 R2737410420 a a a
HENZE MICHAEL SKIDMORE RONALD
C7 2606 S COBBLE WAY 815 W BEAR TRACK CT KOLAR EMIL M 00
z GB GRADE BREAK MERIDIAN, ID 83642 - 00
MERIDIAN, ID 83642 2683 S BEARTOOTH WAY v w w
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GC GRADE CHANGE � �
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GIRR GRAVITY IRRIGATION 911 W BEAR TRACK CT 847 W BEAR TRACK CT w
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0 HP HIGH POINT R2737410450 MERIDIAN, ID 83642 MERIDIAN, ID 83642
R27 741 4 3 0 30 R2737410410
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_0 INV INVERT 2632 S COBBLE WAY
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O PVI POINT OF VERTICAL CURVATURE LOT 16
1� 2749 S BEARTOOTH WAY O
~ R/W' RIGHT OF WAY BLACK STUART MERIDIAN,
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U ROW 2658 S COBBLE WAY � Q
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SS or I Q SURVEY INFORMATION _
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SANITARY SEWER W. SCORIA CT. 0 CONSTRUCTION STAKING WILL BE PROVIEDED BY ARDURRA-ROB O'MALLEY, PLS PHONE NO.(208)-442-6300 v
Z �_ HOMER BRIAN SKIDMORE RONALD Z
a SSMH SANITARY SEWER MANHOLE 2684 S COBBLE WAY I 815 W BEAR TRACK CT ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88). — /Y'1 w
TG TOP OF GRATE MERIDIAN, ID 83642 I O MERIDIAN, ID 83642 > W
R2737410490 I R2737410430 BM#2 BM#3 ui
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W TOA TOP OF ASPHALT U �BM#1 �
W 697129.909 697766.725 =
LOT 14 NORTHING: 698103.508 NORTHING: NORTHING:
z TOB TOP OF BANK
0 VELAZQUEZ MARLON \ Z FASTING: 2451751.813 FASTING: 2451840.289 FASTING: 2451800.25
z TOC TOP OF CONCRETE 2710 S COBBLE WAY \ 0
w � LOT 8 LOT 9 LOT 10 LOT 11 LOT12 ELEVATION: 2633.359 ELEVATION: 2657.539 ELEVATION: 2640.100
TOE TOE OF BANK MERIDIAN, ID 83642 R2737410510 0
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DESCRIPTION: 5/8"REBAR WITH CAP DESCRIPTION: 5/8"REBAR WITH CAP DESCRIPTION: 5/8"REBAR WITH CAP O z uj
W TRC TOP OF ROLLED CURB MADRID ERICA
0 I LOT 13 2771 S BEARTOOTH WAY
MERIDIAN, ID 83642
R2737410430 � � O
NOTICE TO CONTRACTORS
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D_ \ I CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED L.L �J� )
O _ \ LOT 7 --T Ll CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND
0' — — — — COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE
a- PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE vJ
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W - - - - - ------------- _____ MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND Z
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD ADA COUNTY O
- - - 1 I HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND /�
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. V `��
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Z y UNAUTHORIZED CHANGES & USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE
w BECK DANIEL RAINES RANDY RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL ^
ME I COBBLE WAY 2833 S STODDARD RD ES STODDARD
DDARCALE CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE U)
� MERIDIAN, ID 83642 i 2875 S STODDARD RD
R6970140090 MERIDIAN, ID 83642 MERIDIAN, ID 83642 PLANS.
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S1224347122
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R6970140100 \ 815 W BEAR TRACK CT
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c� I IF THIS BAR DOES NOT MEASURE
MERIDIAN, ID 83642 1"ON 22x34 SHEET or 1/2" ON
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SCALENOT TO
H DATE: November 15,2023
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= GENERAL NOTES SEWER NOTES ACHD ROADWAY NOTES Q�o� OFF
0 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION 1. THE ENGINEER SHALL COMPLY WITH ACHD POLICY SECTION 3100-CERTIFICATION OF COMPLIANCE WITH DESIGN STANDARDS.THE FOLLOWING
(ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS),MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS 1. THE CONTRACTOR SHALL CONSTRUCT THE SANITARY SEWER IN ACCORDANCE WITH THE STAMPED PLANS APPROVED BY THE MERIDIAN CITY PUBLIC WORKS STANDARD NOTE SHALL BE INSERTED ON THE TITLE SHEET OF ALL PLANS SUBMITTED FOR ACHD REVIEW AND APPROVAL: 9 4
a OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT DEPARTMENT.THESE PLANS WILL BE PROVIDED TO THE CONTRACTOR BY THE PROJECT INSPECTOR PRIOR TO CONSTRUCTION.WORK SHALL NOT BE DONE
J OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. WITHOUT THE CURRENT SET OF APPROVED PLANS. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN 0j 12/06/23 �o
I- EFFECT AT THE TIME OF PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE /s 4111] OF SOP
_0 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT 2. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES(IDAPA AS WELL AS THE STANDARDS AND DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT
ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. DESCRIPTION,WERE APPROVED FOR THE PROJECT: NONE. qC'D. 305
SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED.
3. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A 2. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL
0 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 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 SPECIFICATIONS.THERE SHALL BE NO EXCEPTIONS TO DISTRICT POLICY,STANDARDS,AND THE ISPWC ALLOWED UNLESS SPECIFICALLY AND
U) (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. N cow w w w
4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. DRINKING.WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). � N J J o
W 3. ALL ROADWAY CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION PLANS. w `� Z z o O o O
z 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN 4. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET. o O v v v _
ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL 4. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. 0 c 5 Q w a
SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS m o o v Q
W 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING.THE CONTRACTOR MAY NOT OPEN OR CLOSE (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 5. PLACE ALL WATER VALVES, BLOW-OFFS,AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER,VALLEY GUTTER,
WATER VALVES. OR SIDEWALK IMPROVEMENTS.
5. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT w
7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE REQUEST OF THE FACILITY(I.E.,SEEPAGE BEDS, DRAINAGE SWALES). 6. STANDARD 5"THICK CONCRETE SIDEWALK SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND PER THE ACHD SUPPLEMENTAL TO THE Q
O APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE I.S.P.W.C.STD. DWG. NO.SD-709.
SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 6. SEWER INSPECTIONS WILL BE BY THE MERIDIAN PUBLIC WORKS DEPARTMENT AND THEIR DECISIONS SHOULD BE CONSIDERED AS FINAL.THE CONTRACTOR
z WILL NOTIFY THE MERIDIAN PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO CONSTRUCTION. MERIDIAN CITY WILL PROVIDE PERIODIC INSPECTIONS FOR AN 7. CONCRETE CONSTRUCTION SHALL CONFORM TO I.S.P.W.C.SECTION 706 WITH CLASS 30 MPa(4000 PSI)CONCRETE.
0 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A)BACKFILLING TRENCHES FOR PIPE; (B)PLACING OF 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
U) AGGREGATE BASE;(C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING. CITY FOR INSPECTION IN EXCESS OF THE NORMAL WORK WEEK, INCLUDING LEGAL HOLIDAYS.OVERTIME INSPECTION RATES AND A LIST OF LEGAL HOLIDAYS 8. PERMANENT PAVEMENT MARKINGS SHALL CONFORM TO I.S.P.W.C.SECTION 1104. PAVEMENT MARKING SHALL ALSO MEET THE MANUAL ON UNIFORM
CAN BE OBTAINED FROM THE MERIDIAN PUBLIC WORKS DEPARTMENT. TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS.
9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR
DECISION SHALL BE FINAL.SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN 7. SEWER CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION INCLUDING 9. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED ON THE PLANS AND CONFORM TO THE
W ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. MERIDIAN CITY REVISIONS. MERIDIAN CITY REVISIONS TO THE ISPWC STANDARD DRAWINGS ARE AVAILABLE ONLINE. I.S.P.W.C.SECTION 801.
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z W 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 8. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE LAYING AND PIPE JOINING OPERATIONS.ALL 10. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS,CRUSHED SAND AND GRAVEL,AT THE THICKNESS SPECIFIED ON THE PLANS AND CONFORM
MANHOLES LOCATED WITHIN LIMITS OF SEASONAL GROUNDWATER SHALL HAVE THE EXTERIOR OF ALL CONCRETE SURFACES COATED WITH TWO COATS OF TO THE I.S.P.W.C.SECTION 802.
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION COAL TAR EPDXY. W z
OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING 11. PLANT MIX ASPHALT CONCRETE SHALL BE AT THE THICKNESS SPECIFIED ON THE PLANS AND CONFORM TO A SUPERPAVE PLANT MIX ASPHALT PER z O
FROM THE CITY ENGINEER. 9. SERVICE LINES SHALL BE MARKED IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARD DRAWING SD 512.SERVICE LINE MARKERS SHALL REMAIN IN SECTION 814 OF THE ACHD SUPPLEMENTAL TO THE ISPWC. O a_
0 PLACE DURING CONSTRUCTION AND BE PRESENT FOR FINAL INSPECTION.ON LOTS WHERE ROOF DRAINS ARE UTILIZED,THE CONTRACTOR SHALL COLOR -
LL 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT THE ROOF DRAIN MARKERS TO CLEARLY DIFFERENTIATE ROOF DRAIN MARKERS FROM SEWER SERVICE MARKERS. 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" W ai
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED OF 3/4"BASE AND 14"OF 6"MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. w
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BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 10. PRIOR TO CONSTRUCTION,TEMPORARY BENCH MARKS(TBM'S)SHALL BE SET IN THE FIELD BY A LICENSED SURVEYOR OR ENGINEER AND SHALL BE FLAGGED
D_ 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 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%/4'BASE AND 25"OF 6"MINUS
U) 13. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER. 500 FEET ALONG THE SEWER ALIGNMENT THEREAFTER.TBM'S SHALL HAVE ELEVATIONS TIED TO THE NAVD 1988 DATUM. PIT RUN
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D 14. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY AND SHALL RESTORE ALL SURFACES TO A CONDITION EQUAL TO OR 11. 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 14. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS.THE
0 BETTER THAN EXISTED PRIOR TO CONSTRUCTION. 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 FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL.
= 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
15. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL,STATE,AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER DUST CONTROL PIPE IS IN CONTACT WITH THE MANHOLE BASE AND/OR ITS CHANNEL IN ORDER TO ENSURE A WATER-TIGHT SEAL. A.ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED
PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. BY EQUIPMENT DURING TRENCHING OPERATIONS.
U) 12. THE SEWER CONTRACTOR SHALL SUPPLY ALL LID ASSEMBLIES AND THE REQUIRED NUMBER OF RISER AND GRADE RINGS.THE SEWER CONTRACTOR SHALL
z 16. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY FIELD VERIFY THE ELEVATION OF THE TOP OF THE MANHOLE CONE TO ASSURE THAT RING ELEVATIONS MATCH FINAL STREET GRADES.THE MAXIMUM HEIGHT B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE TOTAL ROAD SURFACE,CONTRACTOR SHALL REPLACE THE ENTIRE ROAD
W JURISDICTIONAL BODY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES,SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND 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 SURFACE. Z
Z THE CONSTRUCTION AREA. (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
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0 17. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS PRIOR TO START OF WORK. 13. THE PAVING CONTRACTOR SHALL SET THE GRADE RINGS AND POUR THE CONCRETE COLLARS PER STANDARD DRAWING NO.SD 508.THE PAVING SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE.
CONTRACTOR SHALL CONTACT ACHD 24 HOURS PRIOR TO POURING CONCRETE COLLARS.
W 18. ALL CONSTRUCTION WITHIN THE PROJECT BOUNDARIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT, UNIFORM D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR,DOES 0
BUILDING CODE,CITY OF MERIDIAN CODE,AND ALL APPLICABLE COUNTY,STATE,AND FEDERAL CODES AND REGULATION. 14. THE TRENCH BACKFILL ABOVE THE PIPE ZONE WILL BE INSPECTED BY THE ACHD OR BY THE DEVELOPER'S ENGINEER IN ACCORDANCE WITH THE LATEST NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. u
Irf EDITION OF THE"CONSTRUCTION QUALITY ASSURANCE MANUAL".COMPACTION TESTS ARE REQUIRED ON THE BACKFILL ABOVE THE PIPE ZONE,WITHIN
0 19. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, PUBLIC RIGHT-OF-WAY.TESTING SHALL BE CONDUCTED TO MEET ALL ACHD REQUIREMENTS AND THE RESULTS SHALL BE SUBMITTED TO MERIDIAN PUBLIC E.ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. l v
H WHICHEVER IS MORE RESTRICTIVE.CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THESE REQUIREMENTS WORKS DEPARTMENT AND ACHD PRIOR TO FINAL ACCEPTANCE. o
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W AT THE REQUEST OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER. 15. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM a. p a
15. THE MERIDIAN PUBLIC WORKS DEPARTMENT MAY TEST THE COMPACTION OF THE SEWER PIPELINE BEDDING.TESTING WILL BE DONE BY AN INDEPENDENT ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. Q 2
20. CONTRACTOR SHALL OBTAIN AN EROSION AND SEDIMENT CONTROL PERMIT FROM THE CITY OF MERIDIAN A MINIMUM OF 72 HOURS PRIOR TO ANY WORK TESTING LABORATORY.THE COST OF THE FIRST TEST WILL BE PAID BY THE MERIDIAN PUBLIC WORKS DEPARTMENT. IF THE FIRST TEST FAILS TO MEET z G
ON-SITE. REQUIRED COMPACTION,ALL RE-TESTING SHALL BE PAID BY THE SEWER CONTRACTOR.THE CONTRACTOR SHALL CONTACT THE MERIDIAN PUBLIC WORKS 16. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. < z
U) DEPARTMENT AND/OR TESTING LABORATORY TO SCHEDULE THE TESTS PRIOR TO ANY PIPE LAYING AND BACKFILLING. a a -
z 21. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201. C6 00
16. THE CONTRACTOR SHALL LEAVE THE EXCAVATION FOR THE UPSTREAM END OF ALL SERVICE LINES OPEN FOR FIELD VERIFICATION OF THE INVERT ELEVATION r` w N
C_n 22. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION. BY THE CITY'S INSPECTOR.THE CONTRACTOR SHALL NOT BACKFILL THE ENDS OF SERVICE LINES UNTIL HE HAS OBTAINED APPROVAL FROM THE CITY OF STREET LIGHTING NOTES N N
= MERIDIAN INSPECTOR OR MADE OTHER ARRANGEMENTS FOR THE VERIFICATION OF SERVICE LINE INVERT ELEVATIONS. I?
H 23. CONSTRUCTION DEWATERING, IF REQUIRED,SHALL COMPLY WITH I.S.P.W.C.SECTION 205.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF c
IL SEDIMENT DEPOSITED AS A RESULT OF DEWATERING ACTIVITIES. IF THE PROJECT WILL GENERATE CONSTRUCTION WASTEWATER THAT DISCHARGES TO 17. PRIOR TO FINAL ACCEPTANCE,AFTER ALL UTILITIES ARE IN AND PRIOR TO PAVING,AN AIR TEST SHALL BE CONDUCTED.THE CONTRACTOR SHALL CONTACT 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL `► w
0 STATE OR FEDERAL WATERS,A SHORT TERM ACTIVITY EXEMPTION FROM DEQ OR EQUIVALENT SHALL BE OBTAINED BY THE CONTRACTOR. THE CITY OF MERIDIAN A MINIMUM OF 24 HOURS PRIOR TO TESTING.ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH THE ISPWC. SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE.
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_0 24. TRENCH EXCAVATION,BEDDING,AND BACKFILL SHALL CONFORM TO THE I.S.P.W.C. DIVISION 300. BEDDING SHALL BE A CLASS A-1 BEDDING SYSTEM. IF SOFT, 18. THE SEWER MAIN SHALL BE TESTED FOR DEFLECTION IN ACCORDANCE WITH THE ISPWC ALL SEWER LINES SHALL BE TELEVISED WITH A CLOSED CIRCUIT 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK.USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZEN
H UNSTABLE,OR UNSUITABLE TRENCH BOTTOM MATERIAL IS ENCOUNTERED, PIPE BEDDING SHALL BE TYPE II PER I.S.P.W.C.SECTION 304. BACKFILL SHALL TELEVISION CAMERA IN ACCORDANCE WITH THE ISPWC. NO STANDING WATER SHALL BE PRESENT. PORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND REQUEST INSPECTIONS.
U COMPLY WITH I.S.P.W.C.SECTION 306 FOR TYPE A BACKFILL AND TYPE A-1 COMPACTION.
19. ALL SEWER SERVICE LINES SHALL BE 4"DIAMETER. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING,BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING.
IL 25. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL BACKFILL AND ASPHALT.FIELD QUALITY
❑ CONTROL 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 OF 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM TREES,5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS.
0 MERIDIAN FOR REVIEW.
2 WATER NOTES 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS.ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET
0� 26. ALL MATERIALS AND FINISHES SHALL BE AS PER DRAWINGS. DETAILS AND SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANY AND ALL LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION.
0 ORDERING LEAD TIMES,AND PROVIDING REQUIRED MATERIALS AT THE PROJECT SITE IN A TIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BE
W ALLOWED.CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY IF A SPECIFIED MATERIAL IS NOT AVAILABLE. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS,OR TO ACCESS
Cn 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. LOCKED METER PEDESTALS.
27. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS.
W 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A 7
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 L
28. IF ANY ARCHAEOLOGICAL,CULTURAL OR HISTORICAL RESOURCES,OR ARTIFACTS OR OTHER FEATURES ARE DISCOVERED DURING THE COURSE OF ( )
z CONSTRUCTION ANYWHERE ON THE PROJECT SITE,WORK SHALL BE SUSPENDED IN THAT LOCATION UNTIL A QUALIFIED PROFESSIONAL ARCHAEOLOGIST (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC O
0 ASSESSES THE SIGNIFICANCE OF THE DISCOVERY. DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16).
U 29. UPON COMPLETION OF ALL WORK THE CONTRACTOR SHALL CLEAN THE ENTIRE CONSTRUCTION SITE.FINAL CLEAN UP SHALL CONSIST OF REMOVAL OF ALL 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.
CONSTRUCTION DEBRIS,TRASH, REMAINING CONSTRUCTION STAKES,CONSTRUCTION SIGNS, ETC.FROM THE SITE.THE CONTRACTOR SHALL SWEEP ALL WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL O U)
0 SIDEWALKS AND STREETS AS NECESSARY TO REMOVE ANY SOIL, ROCKS,GRAVEL OR OTHER MATERIALS.THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS U
AND MANHOLES REMOVING ANY SAND, DIRT,GRAVEL OR DEBRIS. (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). �^
W 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. vrnJ
GRADING & DRAINAGE NOTES SEEPAGE BEDS, DRAINAGE SWALES). V v,
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1. THE CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY EXCAVATION. 1-800-342-1585 OR 811. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF 7
WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR THE SEWER MAIN SHALL BE TESTED m
(n 2. WHERE IT IS NOT SPECIFICALLY STATED IN THESE SPECIFICATION THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SHALL GOVERN. FOR DEFLECTION IN ACCORDANCE WITH THE ISPWC ALL SEWER LINES SHALL BE TELEVISED WITH A CLOSED CIRCUIT TELEVISION CAMERA IN ACCORDANCE W O
� WITH THE ISPWC.NO STANDING WATER SHALL BE PRESENT.
W 3. ALL EXISTING ORGANIC AND/OR DISTURBED SOILS, IF ENCOUNTERED,SHALL BE REMOVED TO DEPTHS OF 1-FOOT(MINIMUM),AND STOCKPILED FOR LATER z
W USE.
PRESSURIZED IRRIGATION 0 J
4. STOCKPILE EXCAVATED LANDSCAPE FILL MATERIALS AND STRUCTURAL FILL MATERIAL SEPARATELY WITHOUT INTERMIXING. PLACE, GRADE,AND SHAPE
z 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. L
W STOCKPILES TO DRAIN SURFACE WATER. 7
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O 5. ALLOW AN INDEPENDENT QUALIFIED TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION O z
SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS. SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT.
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0 6. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS,OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED,SCARIFY AND U O
MOISTEN OR AERATE,OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED Z
w WITHOUT ADDITIONAL COMPENSATION. STORM DRAINAGE AND GRAVITY IRRIGATION w
D_ 7. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS NOTED ON THIS PLAN AND NOTIFY DESIGN ENGINEER WHEN ELEVATIONS DO NOT MATCH PLANS.
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8. WASTE SOIL SHALL BE HAULED TO AN OFFSITE DISPOSAL SITE FURNISHED BY THE CONTRACTOR. 1. ALL DRAINAGE PIPE SHALL BE POLYVINYL CHLORIDE(PVC)SDR 35,ASTM D 3034 OR T-1, FOR SIZE 15"AND LESS,ASTM F679 FOR SIZE 18"TO 36"PER ISPWC �/
SECTION 601, UNLESS SPECIFIED OTHERWISE.ALL PIPE FITTINGS SHALL BE WATER TIGHT CONFORMING TO THE APPROPRIATE CORRESPONDING MATERIAL U)
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W 9. ALL FINISHED GRADES SHALL BE SMOOTH AND UNIFORM. SPECIFICATION. L
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U) 10. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE POSITIVE DRAINAGE TO ALL CATCH BASINS, DRAINAGE STRUCTURES,CURB CUTS,AND 2 BEDDING MATERIAL FOR ALL DRAINAGE PIPE SHALL BE TYPE 1 IN CONFORMANCE WITH SECTION 305 OF THE ISPWC. /�
ZDRAINAGE WINDOWS. 3. MANHOLES SHALL BE TYPE"A"CONCRETE MANHOLES PER ISPWC SD-612, UNLESS SPECIFIED OTHERWISE.
W 11. ALL CONCRETE SIDEWALKS SHALL HAVE A MINIMUM OF ONE PERCENT(1%)CROSS SLOPE UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD AND CITY OF NAMPA WHEN SEEPAGE BEDS HAVE BEEN EXCAVATED TO SUBGRADE FOR VISUAL ^
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D 12. ALL NON GRATED STORM DRAIN MANHOLE COVERS SHALL BE MARKED"STORM DRAIN".
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13. CONCRETE COLLARS SHALL BE POURED AT ALL STORM DRAINAGE INLETS AND MANHOLES.COLLARS SHALL BE PLACED IN ACCORDANCE WITH ISPWC 5. HORIZONTAL SEPARATION AND VERTICAL CLEARANCE AT CROSSINGS WITH POTABLE WATER MAINS SHALL ADHERE TO"GENERAL"NOTE#25 ON THIS SHEET
z SD-616. AND ISPWC SD-407.
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14. ALL PROPOSED STORM DRAINAGE CATCH BASIN INLETS AND MANHOLES SHALL BE COVERED WITH FILTER FABRIC BY THE STORM DRAIN CONTRACTOR TO
PREVENT CONTAMINATION OF STORM DRAINAGE FACILITIES. FABRIC SHALL NOT BE REMOVED UNTIL AFTER CONSTRUCTION IS COMPLETE AND LANDSCAPE
w AREAS HAVE MATURED.
zz ATTENTION:
a W 15. CARE SHALL BE TAKEN TO PREVENT DIRT AND OTHER SUPERFLUOUS MATERIALS FROM ENTERING STORM DRAINAGE FACILITIES DURING CONSTRUCTION. 0 1/2 1
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z 15. ALL UNSUITABLE MATERIAL SUCH AS SOILS,TRASH,AND VEGETATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED OF IF THIS BAR DOES NOT MEASURE
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\� ° 9�' d2, ��9, C�`� 4, °. 2 FRONT DRAINING LOT PER DETAIL A SHEET C3.1
uJ dp , — — — — — — — — — — — — — — i
dg° 3 SPLIT DRAINING LOT
I ° O
O SEE SHEET C3.5 FOR SEWER PROFILE
\ °° °°' Ode OUTSIDE OF MAIN ROADWAY °1
U 264Q � / I I a n N :F WEICK DRAIN PIPING.SEE SHEETS C6.0-C6.1 FOR n%
MORE INFORMATION LJ_
O e \\ F _ O rn 7
— TEN MILE DRAIN BRIDGE BY OTHERS. NO GRADING V, L
11 \\ I I LOT I 1.75% LOT 1 5 WITHIN LIMITS OF FLOODWAY. L.L
w \\ I I 12 I 14 a ° w 6 NO DRAINAGE SHALL BE DIRECTED TOWARDS > J
�° I / ADJACENT PROPERTY r n ^
z L.L
g Z 0
\ I LOT \\\ I LOT LOT LOT I °a Q ° I / � M C�
� 8 \ 9 10 11 — 2639
w d s. I �\ I I I I I I I L\ � I , " I� NOTE � D Q
Oi� m.. a rn
z 2641 I \ 2640 I I \ — 1. SPOT IELEVATIONS ARE TRUNCATED FOR CLARITY. FOR EXAMPLE- Q V
z \\ d I \\ I I I �C d ° 3.34=2503.34 AND 98.34=2498.34.
W x \ I I I \ I I I I �9 2638 - - - - - - - - - - - - z W
2. EXIST NG UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION
I \ I 2640 o BASE ON FIELD OBSERVATION AND RECORD INFORMATION. O r
� I I \\ I I I I I I
w CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO
O _ o STAR' OF CONSTRUCTION. O
— N f I I I LOT d 3 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING
26 I I o I I I o o I 13 d` I CONSTRUCTION.ANY MONUMENTS DISTURBED BY CONSTRUCTION D � LIJ
W Q2 I I T o I I c+, I e a co ACTIVITIES SHALL BE REPLACED BY A PROFESSIONAL LAND �/
W I I I I o I I I � SURVEYOR AT THE CONTRACTOR'S SOLE EXPENSE. �^^
I I I 'Q_` O I � N I v! U)
c4. ABANDONED TEST PITS, DRAINAGE DITCHES,OR ANY OTHER U) w
_ CONSTRUCT IT WIDE GRAVEL ACCESS ROAD I DIST RBED EXCAVATION LOCATED WITHIN PUBLIC RIGHT-OF-WAY
\ cO d I ORBUILDABLE LOTS SHALL BE RE-EXCAVATED TO NATIVE SOIL.AN Z
~ \ I I I 12"OF 4"MINUS OVER COMPACTED SUBGRADE ° d BAC FILLED WITH STRUCTURAL FILL IN ACCORDANCE WITH THE
o C7 \` — — — _\ I PER ISPWC SPECIFICATION 0� SB° ISPWp AND GEOTECHNICAL REPORT.ALL GRADING AND rO,
— I I \ I I I — — — — — — — — — — — — — ,n0�' p. COMPACTION SHALL BE PERFORMED UNDER THE OBSERVATION OF v
W2642t..Q a.. I THE EOTECHNICAL ENGINEER. J
- — — — — — — — — — — — - ��` — — — — 2641 �h` - O� J o`O T 2640 I 1 d. 5. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH- - - - - o W
— — — — — — — — — — — — G r n
� , ,R p0 - - - - - - - 2640 - - - �O LOB - - - -�� - - - - - - - C �1//
J UGP UGP U(�� Q_ R QG G�. .� — — — — — — — — — �` ° MAIN AINING FUNCTIONAL FACILITIES AND SITE ACCESS
o j — — — — — — _ U6' U6P 1�6R—�� _ a UGP ° ��' \ A�26 °, co THROUGHOUT CONSTRUCTION INCLUDING DRAINAGE, IRRIGATION
o (q IR — ° . T - -° { - - - - - - - - - - - - - - - — 2 °' . M �° DISTRICTANDOWNERACCESS.
a0 Z .1� a .� .. .. d _ 3— ° ° _d. -� .° d. ° ..:e� ��cnn _ —.- - —_ - - - - - - - - 6.0 N "
— e e:. ° ° d v d LOT ° °. ° ° ° d —'—_ a— — — ='= — — 6. GRAI ITY IRRIGATION WASTE DRAIN FLOW SHALL BE MAINTAINED
1. ° o 12+00 d ° ° ° d A. e .d
2643 i 7 ° °� o
3 = X X X // I\\ I \ � WIT NMID AND THE NEIGHBORING PROPERTY OWNERS.
d
Lu ~ 2644 IR IR I — - IR
m U IR IR IR IR l ATTENTION:
U I ° a 0 0 1/2 1
Q W
a W
W Z IF THIS BAR DOES NOT MEASURE
M CD 1"ON 22x34 SHEET or 1/2" ON
z r- ci 11x17 SHEET,THEN DRAWING IS
w NOT TO W
Lu
O
SCALE
9 1
FL DATE: November 15,2023
o cM 0 10 20 40 60 1 I
a CV PROJECT: 210791
U O
M� O SHEET:
m U
N 3.0
J
w
co (BACK R/W R \CENSFD IT-
(BACK OF COMMON LOT D) TOP OF LOT Qo '1�
(BACK OF
2 47' RIGHT-OF-WAY 101 PADS LOTS 4-6)
LOTS 2&3) 20'
a i 33 i FINISH GRADE 10 9 4
�2/06 23
8.50 is�q F \O
SIDEWALK 16.5' 16.5' SIDEWALK 2% SLOPE
5' '
s
(� 2' 5' 5' 2' PATHWAY 2.00% OF
14.5' 14.5' \\��\\\\\%\i .7
U) 1.75% 2%SLOPE 2% SLOPE 1.75%
.'7 :� FINISH GRADE = z z Y Y
W M W W W W
O O O O O O O O O O O O O O O O O O O O O O O O O O O O N X J J L.L LL
CONCRETE SIDEWALK CONCRETE SIDEWALK EXISTING — — J J o
W PER ISPWC SD-709 3"ROLLED CURB \/�i\//%//%//%\//�\/\\ \��\//%//j�//j\//i\//\\ 3"ROLLED CURB PER ISPWC SD-709 GROUND ASPHALT PAVEMENT, 1'to 2'DEEP DITCH W N Z z O o O
SEE SHEET C4.0 FOR
z AND GUTTER PER AND GUTTER PER SEE DETAIL A,THIS SHEET � 9 CU � cU
ASPHALT PAVEMENT, FLOW LINE ELEVATIONS U) Q W a
ISPWC SD-702 SEE DETAIL A,THIS SHEET ISPWC SD-702 6"to V DEEP DITCH m w o = a
z NOTE: 10'UTILITY EASEMENT APPLIES TO SEE SHEET C4.0 FOR
c) cl L)
W
FRONTAGES OF RESIDENTIAL LOTS,AND DOES FLOW LINE ELEVATIONS
0 NOT APPLY TO COMMON LOTS AND SIDES OF F
I_L
RESIDENTIAL LOTS. LOCAL ROAD TYPICAL SECTION 1 BACK OF LOTS 2&3 SECTION 2 BACK OF LOTS 4&5 SECTION 3
O SCALE: NTS SCALE:NTS SCALE:NTS
z
O
U)
U)
w
IZ
z
w
cn z
z o
U_
> U
w w U)
W
U cl
w
a-
U)
O
� R
U)
F- (LOT 5)
R (BACK OF o
W (BACK OF (BACK OF (SIDE OF
z NEW FENCE COMMON LOT 7) LOTS 10& 13) LOT 13) COMMON LOT 7) z
O 20'
() LOT FINISH GRADE 2' 20' COMMON LOT 7
BENCH I 4' 16' v
5' 4 ACCESS ROAD _
O ----_ PATHWAY LOT FINISH ga
------------ GRADE PATHWAY 4 a
w \\%i\\�ii EXISTING \%i\%�\% \ "\\�i_ i`� \_ - ---^�� /\MOPE -- 2.j10%_----- SLOPE ce co a p LL
\\\�\\�\\ GROUND \\\\\�\\\ LEVEL . �— j/ LEV LEVE = q
EXISTING ���� \/\i\ 6"GRAVEL SURFACE PER � Z
GROUND CITY OF MERIDIAN STANDARD SECTION 2S16N °o
��/\� � /\/\\/\\ EXISTING ASPHALT PAVEMENT, r 00
z FINISH GRADE GROUND N
ASPHALT PAVEMENT, /v It w
U) SEE DETAIL A,THIS SHEET SEE DETAIL A,THIS SHEET f�....TT.� N g M
00
ILL~ SIDE OF LOT 5 SECTION BACK OF LOTS 8-13 SECTION ACCESS ROAD SECTION G N
O SCALE: NTS 4 SCALE:NTS 5 SCALE:NTS 6
Z
O
H
a
U
ILL
O
O
w
U)
D
w Z
z OO
Q U) Z
0 LOT WIDTH LOT WIDTH L Q
Q_ co J
L _ _PROPERTY LINE _ _ PROPERTY LINE—
(D
U
z Z 0 w
REAR YARD SWALE > �
(n > \J J
wPLANT MIX ASPHALT PAVEMENT < D �/'�
z I HIGH POINT I I I I I I rn VJ
V
zI 1%MIN.�1%MIN.
w 0 I z w O
zo 2 �
0 0 0 o�o Hof I U) I Q 7
� W (D O 11 , z 1
OO W W z
3/4"CRUSHED GRAVEL AB z D.S. D.S. z D.S. D.S.
_ I0 06"MINUS PITRUN SUBBASE
'^
I f I 7v
w COMPACTED SUBGRADE I I U Z
O
PAVEMENT DESIGN TABLE z_ z_ z_ I I Z W 0
HOUSE HOUSE 2 7
w DESCRIPTION AC AB SUBBASE R-VALUE o o I I o O
I
07 RESIDENTIAL 2.5 4.0 11.0 15
I-
Z COLLECTOR 3.0 3.0 14.0 15 J
o D.S. D.S. y y D.S. D.S. y �/
PATHWAY 2.0 6.0 -- -- Z 1 1 z z HIGH POINT z HIGH POINT Lu
V/
a U) oN 1 1 20' t 2
Q Z o 0 0 o
&
o
0 07
= NOTES:
L ~
1. PAVEMENT, BASE,SUBBASE,AND SUBGRADE SHALL BE CONSTRUCTED PER THE SPECIFICATIONS STREET SIDE RIGHT OF WAY STREET SIDE RIGHT OF WAY
� AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT,CITY OF MERIDIAN PUBLIC TOP BACK OF SIDEWALK TOP BACK OF SIDEWALK ATTENTION:
Qw WORKS SUPPLEMENTAL SPECIFICATIONS,AND THE ISPWC. TOP BACK OF CURB TOP BACK OF CURB 0 1/2 1
J w NOTES: NOTES:
a Z
2. THE PAVEMENT SECTIONS INDICATED IN THE PAVEMENT DESIGN TABLE ARE BASED ON THE ABOVE 1. HOUSE FINISH FLOOR ELEVATION SHALL BE ESTABLISHED TO PROVIDE 1. HOUSE FINISH FLOOR ELEVATION SHALL BE ESTABLISHED TO PROVIDE POSITIVE IF THIS BAR DOES NOT MEASURE
M MENTIONED TRAFFIC INDEX AND"R"VALUES REFERENCED IN THE"2707 SOUTH STODDARD ROAD" POSITIVE DRAINAGE FROM THE REAR OF THE HOUSE TO THE STREET. DRAINAGE FROM THE HOUSE TO THE STREET.GRADING AROUND HOUSE PERIMETER 1"ON 22x34 SHEET or 1/2" ON
W GEOTECHNICAL ANALYSIS BY GEOTEK, INC. DATED APRIL 18,2022."R"VALUE AND GRADING AROUND HOUSE PERIMETER SHALL ADHERE TO THE SHALL ADHERE TO THE UNIFORM BUILDING CODE. 11x17 SHEET,THEN DRAWING IS
w CORRESPONDING PAVEMENT THICKNESS SHALL BE CONFIRMED DURING CONSTRUCTION. UNIFORM BUILDING CODE. NOT TO SCALE
= O 2. 5%MINIMUM SLOPE AWAY FROM HOUSE OF ENTIRE PERIMETER FOR FIRST 10 FEET.
H DATE: November 15,2023
o co
04 PROJECT: 210791
Mi N
PAVEMENT SECTION TABLE A FRONT DRAINING LOT DETAIL B REAR DRAINING LOT DETAIL C SHEET:
o O SCALE: NTS SCALE:NTS SCALE: NTS .
N_
J
NAL
m WATER KEYNOTES o�`�S �c NSFoN�iy�
INSTALL FIRE HYDRANT AND ASSEMBLY PER CITY OF MERIDIAN STANDARD
a W1 DRAWING W8 0 10 20 40 60 9 4
_ s� 12/06/23 �o
U INSTALL 3/4"DOUBLE WATER SERVICE PER CITY OF MERIDIAN STANDARD I I I AT qrF OF
O DRAWING W1 AND W3 I I qq c�\F
D. 30
SEEPAGE BED WITH MIN. BOTTOM AREA=2490 SF. X
U SEE SHEET C4.0 FOR DETAILS TO EXISTING PI MAIN
O INSTALL WATER VALVE PER CITY OF MERIDIAN STANDARD DRAWING W1 AND MAKE COMPATIBLE CONNECTION
U) W3 W3 CONNECTION TO F
EXISTING PI MAIN STA.=0+89.82 w z z Y Y
STA.-4+63.79 OFF.=37.81'(R) I N X -i LL LL
CASING WITH MINIMUM 3-FEET OF SEPARATION PER CITY OF MERIDIAN - N o J J
LLI W4 OFF.=166.43'(R) °` REMOVE EXISTING N w > > O w O
w STANDARD DRAWING W15-A x d. w z O z O Y 0 O 0
z P PI PI PI MUTCD W14-2 CULVERT � CU cU O
U - -� PI X X-T PI - - PI - �C "NO OUTLET SIGN Pi°. I m o o v z -
... ... ...A.......Q................ <
.° .. .
NOTES - - - - - - - - - - - - - - - - - - - - U
° ° NDEORX Lu
ESVE ITINGGCULVERT
O .d °.. 1: ° ° ..d .d d•: .. .. O I DRIVEWAY
O LL 1. PRESSURE IRRIGATION SYSTEM IS OWNED AND s LOT . . .
MAINTAINED BY THE CITY OF MERIDIAN. I 1 ° °d. d c: d s d d d I MAKE COMPATABLE
d.. ./. ° ° CONNECTION TO CITY WATER
2. ALL PRESSURE IRRRIGATION LINES CROSSING PUBLIC I I I IS ° �; I W3
- - - - - - 0 TYP. EXISTING POWER POLE TO BE RELOCATED,
U) RIGHT OF WAY SHALL BE SLEEVED WITH C-900 PVC PIPE I I I ° F - - - - - - - - - - - - -I
PER CITY OF MERIDIAN STANDARD DRAWING SW1 AND ° - - -_ -
I I I I d 8"-45°BEND W CONTRACTOR TO COORDINATE WITH IDAHO
POWER FOR NEW LOCATION
SW2. ;' STA.=1+72.50 - o
W d I I ° OFF.=10.50'(R) W4 I o
a 3. ALL WATER AND SEWER MAIN CROSSING GRAVITY - - - -
z IRRIGATION PIPE SHALL HAVE CASING WITH MINIMUM TYPE 1 STREET LIGHT PER 1+00 1
3-FEET OF SEPARATION PER CITY OF MERIDIAN I
STANDARD DRAWING W15-A. I I I o; MPWD DESIGN STANDARDS I 0+00
~ STA.=2+00.00 II I I cn z
4. THE PROPOSED WATER MAIN FOR THE SITE WILL 1 I I OFF.=23.50'(L)
CONNECT TO THE EXISTING MAIN IN STODDARD ROAD. I I I 8"-45°BEND I I z0 F_
ALL RESIDENTIAL LOTS WILL CONNECT TO THE °' I I I STA.=2+11.77 ° d ° 2 I o-
U PROPOSED MAIN VIA SERVICES. LOT LOT OFF.=10.50'(R) a d.c ° ° n I U_ ° I LOT I I ° °� d:Q ° o
C) 5. THE EXISTING HOME LOCATED ON THE UNPLATTED LOT e 1' LOT a.s ° 1
w SHALL REMAIN AND WILL CONNECT TO THE PROPOSED I 2 / w
U) WATER LINE AND REMOVE THE EXISTING WELL THAT IS I I I I I ° 36"MUTCD R1-1 STOP SIGN AND °.
CURRENTLY IN USE(SEE SHEET C2.0 FOR EXISTING WELL I I I I I STREET SIGN PER ISPWC SD-1130 I d L=21'
LOCATION). a. D=12"
o I I I a I I ° da ' .
6. THE PROPOSED SEWER MAIN WILL FLOW TO AN EXISTING 1 °
° I I 8"_45°BEND ed ° - - - - - - - - - - - - - - IRR-BOX5-
I=- MANHOLE LOCATED IN STODDARD ROAD,TO THE SOUTH SEWER SERVICE STA.=2+51.04 FIRE HYDRANT � da I r
OF THE SITE. STA.=5+60.35 I STA=0+85.00 OFF=30.66L °.d. d ❑
_ - - OFF.=67.29'(R) OFF.=10.50'(R) / OFF.=23150'(L) W1 2
- _ SUMP=2631.92 d A/
7. STORMWATER WILL BE CONVEYED VIA CURB AND ° CRINVEATE
IN 2633.31
° I � I CREATE A LOW POINT IN THE DITCH,
GUTTER,PIPE,AND SAND AND GREASE TRAP TO AN I I I I INV OUT=2631.92'(N)(12") °-
Z a FLARE END SECTION WITH TRASH RACK
w UNDERGROUND SEEPAGE BED LOCATED IN THE W J d1 1 INV OUT=2631.97'(SE)(12") a O
J ° I I SEE SHEET C3.2 FOR ROAD INV IN=2631.9T(S)(12") I ° I Q I z
Z SCORIA CT RIGHT OF WAY AND LOT 1. SEWER SERVICE , 4"-45°BEND I I AND UTILITY PROFILE
STA.=5+80.52 i d LOT d ❑
0 8. PRESSURE IRRIGATION WILL BE SUPPLIED TO LOTS BY OFF.=28.1 V(R) ° ° I I I ° ° ❑
THE PROPOSED LINES SHOWN,WHICH WILL CONNECT TO - - - - - a°.. da ° ° 16 °.d .. '
� THE EXISTING IRRIGATION LINE ADJACENT TO THE NORTH ° ae° axe O
1- BOUNDARY,IN FALL CREEK SUBDIVISION. dC:. a TYPE 1 STREET LIGHT PER I I
MPWD DESIGN STANDARDS I I e: : (n Q
O SLEEVED PI PIPE STA.=4+58.00 I I d a SEWER SERVICE d, I v
(SEE NOTE 2) OFF.=40.61'(R) I I I 14+61 a I STA.=14+56.15 I I a co
Z -LOT N� ° OFF.=21.50'(R) 8. Ce
p a
w I 8"-45°BENDi l °. ° 2 = Q
6 SEWER SERVICE /
- -� a SEWER SERVICE STA.=3+00.65'. Q
STA.=4+23.08 I d, CONSTRUCT A 1.4'DEEP DITCH IN BETWEEN z G
p 6+00 \ STA.=3+63.08 OFF.=7.25'(R)° I
6+25 ._f - - OFF.=28.50'(R) OFF.=28.50'(R) / a L - - - - - - - - - - - - - - - - - - - - - - - _ 1 d PATHWAY AND EXISTING EDGE OF PAVEMENT. Z
dd SEE SHEET C3.2 FOR ROAD d° / a d. J a SEE DETAIL 7 ON SHEET 3.4 a Q
fn AND UTILITY PROFILE - - - - - - J L - d o to
Z X SEWER SERVICE o - °� w Lu �
X I,/� ° o DITCH TO BE COVERED WITH STODDARD ROAD n w N
STA.=6+13.43 a 0� 1 x - °' IMPROVEMENTS.SEE DETAIL N SHEET C3 4(n \ M a IMP VEM TAI 8,O N M
= OFF.=4.00'(L) \' °tl. c. - - - - - - - - - - - - - - - - - - - - - - - c d.1. M
d s I
co
° d.. °'. .. o. ro. . 1a:. d °.. gd do 8" 45°BEND N
d
O
O FIRE HYDRANT \` A. A. a.. 1 0 ° ° .. d d ...
PROVIDE WATER STA.=3+39.92 °
z SERVICE TO W1 STA.=5+59.76AA
W OFF.=7.24'(R)
Q OFF.=18.58'(L) O W d °a
EXISTING HOME �• W SEWER SERVICE
d v.
Q d ^X ° ° STA.=14+13.34
A. OFF.=21.49'(R) LOT
`-' W. SCORIA CT. 15
LLSEW
p 5+00 SEW - a
4+00 a N
c I cl7
C p 1a A' I d
O 4"-45°BEND d a
w a °
�/) ° 4.
° ° d' d A. d° I
IS .d d L - - - - - - - - - - - - - - - - - - - - - - - - J '°°..
N d
s - _ _ - o �
U a_ . . / [SEWER SERVICEJ - - - - I a
a. °: d °°O' 1a SEWER SERVICE I ^
/ STA. 4 05.08 I I STA.=3+51.55 I SEE SHEET C3.5 FOR SEWER PROFILE
O °° A.' °d d SEWER SERVICE OFF.=28.50'(L) OFF.=29.52'(L) N °� "a I� I 7
0 OUTSIDE OF MAIN ROADWAY '^ Z
° � / STA.=4+67.43 i I �° v J
a OFF.=38.48'(L)
i SEWER SERVICE . 44f.` d IF J
° SEWER SERVICE _
I STA.=5+25.35 - - - r W1 I STA.=13+53.72 I _ -f . I ^
Z tZ I OFF.=21.50'(R) LOT a ° o Z ❑ a-
Q x OFF.=48.93'(L) i TYP. I I i 120T 14 I -
a
Cn
I .
w s I Q ~
z J LOT I LOT I I LOT I LOT ° I Q J
zI I 8 i I 9 i i 10 I I 11 d1 I z
O d 7 I I I I uj
�..
� ° d
o x
II - - - - - - - - - - - - - - - - - - - - - - - - -i �' a°' :. U W
o= I i I I I I I I � I a dd ..° . I � �
I I I I I I d ° .
c I I I I o 10T f �'' .a I I I Q
ui
w Q I I r� I STA.ER+9 SERVICE a o: z 2
_ ` APPROXIMATE LOCATION OF EXISTING OFF.=21.50'(R) I F
NATURAL GAS AND UNDERGROUND POWER.
N A.
IZ C d I 4"-45° BEND I I I I I 4"-45°BEND I a J
° . w EXISTING POWER POLE TO BE RELOCATED,
CONTRACTOR TO COORDINATE WITH IDAHO
w \ i d 4"-45°BEND POWER FOR NEW LOCATION
d IS IS I I TTL 4"-45°BEND
- - - - - - - - - - - - � L - - - - - - - - - - - J L -z - - - - - - - - - - - � - - - - - - P- - - - - _
L - - - - - - - - - - - - - - - - - - - - J _ 1n
a PI G PI G G pl G G PI G d...
o - -1 IC-113
G G
wGp
UGP UGP UGP U dUGP G -
w =
v U) L=12' va a d.. .. °.. d e a d 1 a ° a ° a 12+00 ATTENTION:
DI(4") SOT °' ° a e c°' O I 0 112 1
z LLI
0
w X X X X X
g �« PI -L=111' DI(4") pi a. :: IF THIS BAR DOES NOT MEASURE
a 'Z^ IR IR L=170' D=12" IR ppllIR I IR IR L=233'- IFD=12" IR IR I ° 1"ON 22x34 SHEET or 1/2" ON
U (J d
E w 11x17 SHEET,THEN DRAWING IS
w REMOVE EXISTING CULVERT NOT TO SCALE
9 O IRR BOX 2 INSTALL 12"INLET PIPE FOR IRR-BOX 3 IRR-BOX 4 UNDER NEIGHBOR DRIVEWAY
o F- STA=5+26.08 OFF=171.80L EXISTING JOINT DATE: December 5,2023
RIM=2645.71 TRENCH TO REMAIN FLOOD IRRIGATION DRAINAGE STA=4+05.28 OFF=164.06L STA=3+23.51 OFF=233.89L I
o M FROM NEIGHBORS. INV=±2641.42 RIM=2642.61 RIM=2640.26 INSTALL 12"PIPE FROM PROJECT: 210791
SUMP=2636.75 EXISTING DITCH
a SUMP=2643.99 INV IN=2636.75'(S)(12") 1 SHEET:
U O N OUT62640 89'(E)(12") INV=2638.32
Mi N INV OUT=2643.99'(E)(12")
INV IN=2644.04'(N)(12") A A . A
0
O INV IN=2640.94'(W)(12") I C 3 ?
J
PI Pi
Lu �G• •X �:�_�^�_ _ �� - X PI - PI - _ PI PI PI SEWER KEYNOTES
- - - Y - P - C O NE L FN�
17l 26�, O INSTALL 4"SEWER SERVICE PER ISPWC SD-511-A �p�� NSF �y��
2 - - - - - - - - - - - - - _ 1 d ° .' •Q . .: . . . Q: d :, ' d d / �FF-o59�(2R) S1 Q
°..° STA.=1+25.00
RV 63+
4 �\
- - - - - - - - - - -
x i \ e °. 1: 2635 OFF.=16.50'(R) c I 9 4
\ 1 LOT . • . TRC=2634.86 e'
°EGI d $ N END TRV I33 S2 INSTALL TYPE A SEWER MANHOLE PER ISPWC SD501 J, 12/06/23 p
I :. � • ' � ° ° a �.. .. 'd STA.=0+76.54 I / �qrF \�P
h
M a OFF.=21.71'(R) s OF
_� I _ _ _ _ _
_ _ _ _ `� °_ STA.=1+02.00 EXISTING POWER POLE TO BE RELOCATED,
2634 - - - � � _ _ _ _ 2636 �
2638 I I _ 2637 ° STA.=1+72.50 W rtOFF.=16.50'(R) _ -_ TRV=2634.64 CONTRACTOR TO COORDINATE WITH IDAHO �CD. 3�`'�
H I I I \ I I :.• OFF.=16.50'(R) 26�s I TRC=2634.50 - POWER FOR NEW LOCATION
= - - - 2634 - - - - - - - - - - - - - ; ' STA.=2+11.77 TRC=2635.47 I o_ - I- - -I- - - - - - - - d I . . F I o
_ I O OFF.=16.50'(R) , +
I I - 2634 - _ - _ I <1 I I- - - - - - - - - - - - - f- - /. " TRC=2635.97 - - - - N M w w w w
w X I I - - -� _ I I I i �PE 1 STREET LIGHT PER 1+00 - J J o
LLJ EG I I I / MPWD DESIGN STANDARDS h x J J
END TRV � 0+00 � N � � � � O w o
_ i STA.=0+76.53 I w z U z U Y O
Z I I I 1 I, I 2 OFF.=21.72'(L) �. I I I O w = _ a
x�� STA.=2+00.00 ° o O
C� I 2638 ° I I I 36 OFF.=23.50'(L) TRV=2635.36 cn of w a
� U � U U a
z I I I � � I I I 26 m o o U Q
W LOT I I LOT a I LOT - - J I J �.° .. a d . v.G. d n
O I 5 I I 4 3<
w
-� LOT
LL- 2 STA.=1+72.50 O Ll
0FF.=16.50'(L) 0FF.=16.50'() °:,.
X I I I a
°
e.a�lIl.
STA.=0+7000
z A Q TRC=2635.47 TRC=2634.81 OFF.-36.5 '(L
)
O 2637 TVC=2635.61
2637 a
U) I A a .1 STA.=2+11.77
" - a2639 638 STA.-2+51.04 ° OFF.=14.50'(L) \- - - - - - - - - - - - - -
I
3
OFF.=16.50'(R) °a. TRC=2635.80 44 a
I TRC=2636.48 l a Id..a.�n 0
w X ° \ I.., `� INV IN 2633.31
z 2639 I I \ i I d I CREATE A LOW POINT IN THE DITCH,
S1 J I I 1 e ° M FLARE END SECTION WITH TRASH RACK
d . ° STA.=2+51.04 � 2634 - - I aI �" I �
d. OFF.=16.50'(L)
/ TYP. ° ° TRC=2636.48 I °< { I O
° I LOT A Z
0
- - - - - - - - --
U °/ 16 f I p
N O da° STA.-2+81.04 % > U
.8.
LL ea d d TYPE 1 STREET LIGHT PER OFF.=16.50'(R) SSMH-4° I
L
O dJ U STA.=5+54.62 MPWD DESIGN STANDARDS TRC=2636.86 STA=2+79.96 TYP.
° STA.=4 NMw OFF.=56.18(R) OFF.=40.61'(R) 1 p
LOT TRC-2639.24 n OUT2633.18'(S)1
6TA.-5+68.90 1 .
O 6+00 OFF.=20.68'(R) STA.=4+71.-- STA.=4+61.06 STA.=3+20.31' ' CONSTRUCT A 1.4'DEEP DITCH IN BETWEEN
2 OFF.=45.88'(R) 1 - ( ) - ( ) a
ad TRC=2639.39 OFF.-31.75' R OFF.-16.50' R _ _ _ _ _ _ _ _ _ PATHWAY AND EXISTING EDGE OF PAVEMENT.
_>38 TRC=2639.08 ee . TRC=2639.00 J L - TRC-2637.36 d S1 - - - - J SEE DETAIL 7 ON SHEET 3.4 G
_ a s. °
- - - - - - - - - - a ..
X da. SSMH-5 a, °4 STA.=3+59.58 op TYP. a I DITCH TO BE COVERED WITH STODDARD ROAD
STA.=5+53.91 STA=5+26.08 S2 TYP. N e /� OFF.=16.50'(R) 1 M - - °°' IMPROVEMENTS.SEE DETAIL N SHEET C3.4.
Z RIM=2637.95' O TRC=2637.87 N 8. f- - - - - - - - - - - - - - - - - - - - - � �6 {. M I P VEM TAI 8 O
W OFF.=14.53'(L) e u)j I O
INV OUT=2634.26'(E) _ d 1 z
� TRC=2639.55 e. ° ° A.
e
1
o
U ° �
W STA.=3+10.00 ° 1'
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LOT I ° d Cl)
0 \ SEW TRC=2638.86 W. SCORIA CT. 26�8 q I 15 M I of I IN I Lu
Q
z \\ " 5+00 4 00 SEW Q I M a F I J aMo
ILL!
\ a . / + d. SSMH-3 N �a..:.. = Q
STA=14+09.82 °. + .. d I ? Q
STA.=3+30.62 0 d�. / RIM=2637.20' - z G
OFF.=29.46'(L) + fd a o Z
STA.=5+26.08 3� TRC=2637.49 INV OUT=2632.83'(S) g
~ e 0 INV IN=2632.93'(W)
(n \ d OFF.=29.82'(L) �. e STA.=3+20.31
Z TRC=2639.44 d a d '° .. q 1. _. .. d ° d I °d. a
e d d2 co
.: OFF=34 INV IN=2632.93 ( ) \ ao
1 01 STA.=4+50.70 e d d ° a..'�e. : e. d d e °e° d a°: TRC=2637 36) 2636 I - 04
1
Cn IS ° e OFF.=16.50'O - - - - - - - - - - - - - - - - - - - - - - - - --� d°.. M
d
TRC=2638.94
°
° a STA.=4+70.20 d'4414
ILL A
N
\ °. d:
O ° " ° 4e 2639 06 -
z a T� -I �- - - - - - - - - - - - -� - - - - - - - - - � ,- - - - - - - - - - - - - - - - - - - - - a $41
I ° °. d.. d d°_ ° °
O * \ , a. // SEE SHEETC3.5 FOR SEWER PROFILE °'. a4
Q I I °°' ° STA.=5+05.34 / OUTSIDE OF MAIN ROADWAY I 0 10 20 40 60
() ° \ I 12640 OFF.=39.99'(L) / \ co
�_ TRC=2639.25 N
O
G
0 264 640
IL, PROPOSED
Cn FINISHED GRADE -z °Mo
M M N
ILL! - - O O N N to
04
IY � I; � 0N W
M N N �
Cl) O II II 0 O
z = II (j Z Z O
O SSMH-5 _ _ � � - - - - - - - (�n (~n � zz z
STA= SMH-8- - EXISTING GRADE
RIM=2637.95'
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O (_�
0 INV OUT=2634.26'(E) - - - - - APPROXIMATE FINISH GRADE - 0
w - - - - - - - - - - - - - - - - - - - - - - - - - - VJ� > In.L
SEWER
� L=224'
z STA=2+79.96 z
S=0.60% 06
D=8"(S) SEWER RIM=2636.83' M
263 INV OUT=2633.18'(S) 635 W
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p z I-
L=55' EXISTING GRADE ��� �
S=1.61% 4"PI
IL D=8"(S)
0 CROSSING 12"IRRIGATION WASTE O
WATER DRAIN CROSSING
L=60'
[Y S=1.61% WATER WATER
W WATER - D=8"(S) L=93- L=59-
D- -WATER ^
L=46' S=1.61% S=FIELD VERIFIED �J J
0' S 1061% S=1.61% D=8"(S) 12"STORM DRAIN D=8"(S) ^ O
W 263 D=8"(S) D=8"(S) CROSSING V, UJ
1'min. 630 z U
2
mm.
N U) APPROXIMATE LOCATION ON PROPOSED WATER MAIN. O Q
N Z MAINTAIN 48"MINIMUM COVER CONNECT TO EXISTING
WATER MAIN AT STODDARD ?>>
Lu
ROAD.VERIFY DEPTH �//
w 262 628 �//
u- 11/ N N 7 N N lf) Lo O O CO (O N N 00 CO V - O O O O
0 1- Lf) LO O) O) - LO LO of 00 N N LO LO O) a) N N co (O
a °o °o w 6 ai of ai 6 o6 °o � � � � (o (o L6 6 L6 L6 7 v
M M M co M LM M M M Cl) co cM co LM M Cl) co cM M Cl) M M
0 U) O M O O (D (0 O M (0 co (0 M (0 (fl O O (0 M O O O M
Z N N N N N N N N N N N N N N N N N N N N N N
w
U)
2 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+25
w �
C6 U) ATTENTION:
g w O ROAD AND UTILITY (WATER & SEWER) PROFILE o 1/2 1
a
Z HORIZONTAL SCALE: 1"=30' IF THIS BAR DOES NOT MEASURE
M (D VERTICAL SCALE: 1"=3' 1"ON 22x34 SHEET or 1/2" ON
w
W 11x17 SHEET,THEN DRAWING IS
NOT TO SCALE
DATE: December 5,2023
o M
U N PROJECT: 210791
o
M O SHEET:
0
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N 3 .3
J
m S HOC NSF�N �y
0
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TRC=2635.47 i �F/06/23
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OF
I I I I I 4 �q`o' I 2639 I I C �
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J + r OFF.=16.50'(L)
I m p I y I TRC=2635.47 °
l I " ° I i � o i w M I X w w w w I N
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Lu w I I I w N 5 5 0 0 ; 0
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Z I ��h A , U v w a
I 2638 ti 0 w o-
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Lu
A. 2,
I 2640 I I I 2637LL
---- - o
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STA.=1+01.99
STA.=17+17.35
ZO , I I OFF.=16.50'(L) °° OFF.=69.23'(L)
TRC=2634.81(A N A e BSW=2634.64
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X X X
e I I I I STA.=16+74.35
OFF.=16.50'(R)
STA.=15+50.00 STA.=16+00.00 I I OFF.=69.24'(L) TRC=2634.50 a MUTCD W14-2
W IS IS I OFF.=61.82'(L) OFF.=61.83'(L) I IS IS I BSW=2635.11 o "NO OUTLET SIGN
Z _STA.=14+50.00 BSW=2637.67 BSW=2636.98 " '
OFF.=61.79'(L) — — — — — — —
L - - - - - - - - - - - - J L - - - - - - - - - - - - L - - - - - _ 36"MUTCDR1-1STOPSIGNAND ti �.a. STA.=17+24.71
H I PI PI PI PI STREET SIGN PER ISPWC SD-1130 OFF.=61.87'(L)
BSW=2639.42 MATCH EXISTING PATH
STA.=13+99.73 ° BSW=2634.78
. STA.=17+46.99 Cn z
OFF.=61.78'(L) I ' O OFF.=60.96'(L) Z 0
BSW=2640.48 END TRV W=±2634.74 a
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a. A _
OFF.=61.81' L .°� °. .� .a, a. �. n . Q.. e. ae y01. A o A ( ) A e .' ..io _ I W
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A A °
U X X X a �0 a AL L r o. °q .. ( HO
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h� OHP
W OHP OHP 2 � 263 END TRV
D_
2639 ... ... 2638 2637 2636 �. a: :.y STA.=0+76.54 C
.A.
. ...............
EP 11+00 2639 EP 2636 EP 2635 �26 26SS I OTRV�2634(64 —J
p — EVi� EXISTING POWER POLE TO BE RELOCATED,
EX SSMH CONTRACTOR TO COORDINATE WITH IDAHO CONSTRUCT A 1.4'DEEP DITCH IN BETWEEN
—— ———— — — ——— ———
POWER FOR NEW LOCATION STA.-0+70.01
j STA=10+25.00 PATHWAY AND EXISTING EDGE OF PAVEMENT. OFF.=35.90'(R)
RIM=2641.41' SSMH-1 SEE DETAIL 7 ON SHEET 3.4 STA.=16+66.91 TRV=2634.72
U) — — — INV IN=2631.10'(N) — — — — STA=11+06.27 — — — — Z — — — — — — — — — — — OFF.=61.85'(L) — —
Z RIM=2639.60' EXISTING EDGE OF PAVEMENT DITCH TO BE COVERED WITH STODDARD ROAD BSW=2635.32
W CONSTRUCT TEMPARY PAVED DRIVEWAY INV OUT=2631.42'(S) IMPROVEMENTS.SEE DETAIL 8,ON SHEET C3.4. 0
z
Z W INV IN=2631.52'(W) W W _ W W W ", W W _ — W -
O INV IN 2633.31 STA.=0+70.00
U CREATE A LOW POINT IN THE DITCH, OFF.=36.50'(L) EXISTING POWER POLE TO BE RELOCATED,
U) FLARE END SECTION WITH TRASH RACK VCONTRACTOR TO COORDINATE WITH IDAHO
TVC=2635.81
POWER FOR NEW LOCATION 0
p 14+00 15+00 16+00 S. STODDARD RD. 17+00 18+00 a
— — — — — — — — — I— — — — — — — — — — — a M
z a o0 0
W � = a
z
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U)Z a coi= a
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Irf W Z
O (BACK OF LOTS) RAN 22' DEDICATED RIGHT-OF-WAY O
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20'COMMON LOT FROM CENTERLINE (BACK OF LOTS) R/W ^ O
❑ 14' PATHWAY EASEMENT 22'DEDICATED RIGHT-OF-WAY CE O �J J
Q 20' COMMON LOT FROM CENTERLINE
W 8' 10' PATHWAY ±12' ±12' 14' PATHWAY EASEMENT (n >
� SLOPE 1.75% 2' 5.65' EXISTING EDGE
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.I/ J. J. J. J. .Ir OF PAVEMENT 1 75/0 2' z C)
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/ 1.75% W
Q /�\�\,�\i� / ////////% 0 0 0 0 0 J. . J. . —► J, J, 2%SLOPE �I SAWCUT
W ASPHALT PAVEMENT, \/
W SEE DETAIL A,THIS SHEET CONSTRUCT A 1.4'DEEP DITCH IN BETWEEN ASPHALT PAVEMENT,SEE 6"VERTICAL CURB
Z_ PATHWAY AND EXISTING EDGE OF PAVEMENT. DETAIL A,THIS SHEET AND GUTTER PER
0 DITCH TO BE COVERED WITH FUTURE STODDARD ISPWC SD-701
Z ROAD IMPROVEMENTS.SEE DETAIL 2.1,THIS SHEET. ASPHALT PAVEMENT, EXISTING EDGE
W SEE DETAIL A,THIS SHEET OF PAVEMENT z I I I 7
STODDARD RD FRONTAGE IMPROVEMENTS TYPICAL SECTION n O Z O
' SCALE: NTS
o STODDARD RD TYPICAL SECTION (FUTURE) 9 �
SCALE: NTS ULL
O
Of
D_
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w z w
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CZ
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a Lu W 0 112 1
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M 1"ON 22x34 SHEET or 1/2" ON
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w NOT TO SCALE
O
DATE: December 5,2023
o M
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U o
M O SHEET:
0
U
N 3 .4
J
Lu
S\ONAL fN
co — IVI M M SSMH-1 M M Q�O��S \CENSF�
2 S2 STA=11+06.27 SEWER KEYNOTES
RIM=2639.60'
— — — — —INV OUT=2631.42'(S) — — EX SSMH 9 4
a INV IN=2631.52'(W) 0+25.00 INSTALL 4"SEWER SERVICE PER ISPWC SD-511-A
06/23
i — SR M 1 641.41'' �y� Q�
~ —f-2'6,14,_
--— d3 d3 d3 INV IN=2631.10'(N) S2 /s F /OF
U2635 d3 d3 O INSTALL TYPE A SEWER MANHOLE PER ISPWC SD501
2636 ... ... 2639 11+00 -M3 d — — C D. JO... ....... ... 10+00
C7 2636 "' ION PER CITY
U26 2639 MERIDIAN STANDARD DRAWING W15-A
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w O NOT TO SCALE
FL O SEWER PROFILE DATE: November 15,2023
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SEEPAGE BED WITH MIN.BOTTOM AREA=2490 SF. o INV IN:2630.70 12"(SE)-TO BE REMOVED �)
a SEE SHEET C4.0 FOR DETAILS INV IN:2630.70 12" (S) `t
INV OUT:2630.65 12" (N)-EXISTING J'
12/06/23 0
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STA:1+01.99 OFF:26.25R X /S 9TF OF
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CULVERT INV=2631.32 I I 2 qC p �pS�F
INV IN:2630.00 12" (S) O INSTALL CATCH BASIN TYPE 1 PER ISPWC SD-602
TOP OF PERFORATED PIPE=2630.50 INV OUT:2629.50 12" (W) I F CB 2
STA:1+02.00 OFF:15.50R
FL=2633.60' FL=2632.75' ° 3 RIM:2634.03 z z Y Y
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z 2634 2635 2633 2632 2 5 0
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2636 2s31 < < e v 2633 I O w = a
r- - - - - - - - - - - - - -I O r- - - 2637 - - - - - - - - - Ln e o: a ' 00
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EXISTING E GE OF
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F- 2639 - e
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T PERFORATIONS AROUND ENTIRE PIPE. 0
~ r0 SOLID WALL PVC PIPE EXTEND V
o �� o o CULVERT INV=2631.32 V INTO DRAIN ROCK J. J. J.- J, J. J. J.J- .I" 4- J, .I" J/ J. J/ A. J/ �� J. .I"
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Z o 0 0 o non o 0 o GEOTEXTILE ON TOP AND SIDES a W p
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� SEE TABLE 0 2"WYE ONLY z G
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O O O O O O O O O O O O O O O O O (V
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O I z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o MATERIAL 24"FREE DRAINING SAND
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1'INTO DRAIN ROCK ASTM C-33 SAND SAND"PER GEOTECHNICAL REPORT
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QSEEPAGE BED PROFILE VIEW -III- SEEPAGE BED CROSS SECTION VIEW
O
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w
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SEEPAGE BED SIZING TABLE z J
z SEEPAGE BED TOP OF ROCK BOTTOM OF ROCK DEPTH OF ROCK, D VOLUME REQUIRED VOLUME PROVIDED SEASONAL HIGH O
O BOTTOM OF SAND PERC. RATE
NUMBER DIMENSIONS(L X W) ELEVATION(FT) ELEVATION(FT) (FT) (CF) (CF) GROUND WATER
U ELEVATION (IN/HR) ELEVATION(FT)
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0 SEE PLANS u W
a 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND SHALL VERIFY ALL MATERIALS LOCATION AND SIZE. �/J
W � _
Q
Z2. GROUNDWATER DATA AND PERCOLATION RATE BASED ON GEOTECHNICAL REPORT PREPARED BY GEOTEK DATED APRIL 18,2022 7 Q 7
Q VOLUME PROVIDED IN SEEPAGE BED @ 40%VOID RATIO /Y'1
W
cn
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w SCALE: NTS �^
Z 0 �J J J
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O
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SAND/GREASE TRAP(OLD CASTLE PRECAST OR
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O RISER SECTION RISER SECTION BAFFLE"B" �/�
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BAFFLE"B" 7
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w 12"PVC INLET U U 7
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F- FROM DITCH F _j '(B) '(B) _j F O
fn 12"PVC TO w
m SEEPAGE BED m0 <H 20" 20" J O
o Z STD. STD.
- ~ - STORM STORM
w STORM STORM w DRAIN DRAIN
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� DRAIN DRAIN �
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w Z m SEEPAGE BED m 12"PVC TO
- 12"PVC TO SEEPAGE BED
a SEEPAGE BED
z =
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d
W Cn 'EL.OF(B)IS 0.10'GREATER THAN EL. IN. PROFILE VIEW PROFILE VIEW 'EL.OF(B)IS 0.10'GREATER THAN EL. IN. PLAN VIEW ATTENTION:
� (C)IS 0.50'LESS THAN EL.OF(B) (C)IS 0.50'LESS THAN EL.OF(B) 0 1/2 1
W PLAN VIEW 12"PVC INLET
Z SAND AND GREASE TRAP TABLE IF THIS BAR DOES NOT MEASURE
z O 1"ON 22x34 SHEET or 1/2" ON
w
w SGT Z NAME SIZE RIM ELEV. 12"INV. IN 12"INV.OUT BAFFLE"B"ELEV. SGT 11x17 SHEET,THEN DRAWING IS
11
Lu O SGT 01 1500 2633.92 2630.00 2629.50 2629.60 SCALENOT TO
3 FLSGT 02 1000 2635.03 2631.02 2629.50 2629.60 DATE: November 15,2023
o
cM
U o PROJECT: 210791
SAND AND GREASE TRAP CROSS SECTIONS AND TABLE SHEET:
N 4O
SCALE: NTS
J