PZ - KR4 PPLAT Pre-Engineering M
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GENERAL PRESSURE IRRIGATIONrF
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL N
SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF (�
MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL W VICTORY RD
INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. O
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO 0
HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A 00
WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. MINIMUM OF TEN (10) FEET. � z
(18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 0
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).
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) �
PRIOR NOTICE. FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SITE w
6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Z
CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. J
4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE
7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN o Elf
OF ASPHALT PAVING. (18) INCHES ABOVE THE TOP OF THE PIPE. z -
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8. 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 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. LLJ w Es ..... -
RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. o E2 J C)6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND
9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. V)
7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION U
SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT.
ROADWAY (CITY OF MERIDIAN) 8. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND W v
MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. Z Q
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM c
ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. W AMITY RD
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. Q O
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3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE w O C)U
PUBLIC RIGHT-OF-WAY. DRAINAGECD
1 HE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL
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2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. w
3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE m
PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION. -VICINTY MAP- N
ROADWAY(ACHD) USE ONE OF THE FOLLOWING NOTES DEPENDING ON WHETHER A SOILS REPORT IS SUBMITTED TO PUBLIC WORKS: NTS Q
1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, WITHOUT A SOILS OR GEOTECHNICAL REPORT: W E O
AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 4A. THE CONTRACTOR SHALL EXCAVATE A MINIMUM OF ONE TEST HOLE TO DETERMINE IF IMPERMEABLE LAYERS OR GROUNDWATER EXIST WITHIN 4 FEET OF
PROPOSED BOTTOM OF DRAINAGE FACILITY. CONTACT THE ENGINEER FOR REVISED BEDS IF EITHER CONDITION IS FOUND. CONTACT MERIDIAN PUBLIC WORKS
2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR FOR INSPECTION OF TEST HOLE PRIOR TO BACKFILL. W O
ADDITIONAL COMPENSATION. S O
WITH A SOILS OR GEOTECHNICAL REPORT:
3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER. 4. 4B. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER
FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY
4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT.
RINGS, MANHOLE RINGS AND LIDS.
5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING.
6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER.
7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND
POSSIBLE TERMINATION. - SHEET INDEX -
8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT.
9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. C1.0 LEGEND, GENERAL NOTES & VICINITY MAP
10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT
SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. C2.O FINAL PLAT O
11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. C3.0 STREET PLAN AND PROFILE - BLUE DOWNS
12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION OF I.S.P.W.0 AND THE ADA COUNTY HIGHWAY DISTRICT C3.1 STREET PLAN AND PROFILE - REDUP/COBBLE O O
SUPPLEMENTAL STANDARD SPECIFICATIONS. PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK �
13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (LATEST EDITION) C3.2 DRAINAGE DETAILS
1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING O
14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES AT 208-387-6284.
CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. C4.0 SEWER LINE ALINE B PLAN & PROFILE AND WATER PLAN
15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY C4.1 SEWER LINE A PLAN & PROFILE AND WATER PLAN
EQUIPMENT DURING TRENCHING OPERATIONS.
C5.0 GRADING AND STREET LIGHT PLAN
3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. W
4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE C6.0 IRRIGATION PLAN O
SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. O
5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT O
WATER MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR.
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6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. o
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS Y
REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. i
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2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS o
NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN
ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ACHD STANDARD REQUIREMENTS
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND i MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR
IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). m
DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY ? w
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE----. cc o �_
USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ). W a,
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5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. z Q n o =D
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6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). z = CD w N ^ o' i
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7. WATER AND FIRE SERVICE SHALL BOTH HAVE A BACK FLOW PREVENTION DEVICE INSTALLED AT THE POINT OF ENTRY INTO THE BUILDING. CO Q:� m
APPLICANT / DEVELOPER
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SEWER P.O. BOX 2640 < Q J
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION �E IDIAN -- APPROVED FOR EAGLE, ID 83616 oe�C:) = C) _ C:)NOTE NO. 1. 208-941-5709
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A CONSTRUCTION ,,\oNAL F
POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF These plans and/or specifications have been reviewed for �5 G, STe tic
THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). compliance with Meridian City Standards and Specifcations. Plans Are Accepted For Public
This review does not relieve the owner, engineer, or contractor
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR of the responsibility to c design and/a construct those facilities Street Construction
PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements, By stamping and signing the improvement plans, the Registered 5/08/17
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). specifications, orders or approvals, all of which the City retains Engineer ensures the District that the plans conform to all District r1STq? P�°
the right to enforce. Inconsistencies not noted by City staff shall policies and standards. Variances or waivers must be specifically y�OS�KIN���P
5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, not be construed as approved unless specifically addressed and previously approved by the District in writing. Acceptance of the
INCLUDING SERVICE LINES AND FITTINGS. in writing by the City. Any proposed revision to these plans must improvement plans by the District does not relieve the Registered
6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION be submitted for review and compliance with the Meridian City Engineer of these responsibilities. SHEET
PRIOR TO FINAL ACCEPTANCE OF THE SEWER. Standards and Specifications before said revision is constructed.
7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. Name Date BY DATE C 1 ■ 0
ADA COUNTY HIGHWAY DISTRICT
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\ \\ s 12 W BLUE DOWNS ST so 2706.57LIP 19s NOTE: I1 W C�
\ - 2+00 \ o / 1 1 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM �J
_ _ 3+00 _ _ _ 4+00 0 0 5+00 6+00 7+00 I CROSS SLOPE OF LESS THAN 2% WITHOUT z
- - � - T - -+ - - 0 - - - _ 8+00 I46 DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE �-n
+ MATCH EXISTING TRUNCATED DOMES PER ACHD SUPPLEMENTAL V O
15.23 CL \\ \ \ $ 13 $ 6+78.46 W BLUE DOWNS ST 2 8+13.46 STANDARD DRAWING SD-712. DOMES SHALL BE
6.73 CL 4 5.07 CL RIGID INSERTS WET-SET INTO THE CONCRETE
\ i J (CONCRETE STAMP AND ADHESIVE MATS NOT LJ-
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----- - - ALLOWED) AND SHALL BE COLORED 'TRAFFIC O
- - - - - - YELLOW' w W LJ-I
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O , eE SET AT zn2oD \ 10 2. ANY TEST PITS, TEMPORARY STORM DRAIN PONDS U
1+64.69 17.00'R 5
o AND WATERWAYS LOCATED WITHIN CURRENT OR
W 15.14 TRC oo o Fuloo a �\ o0 00 0 0 0 0 7 0 C. 6 FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO
_ c� ^ c o o o o rE�jo 0o N z_ NATIVE SOIL AND BACKFILLED WITH STRUCTURAL O Q
(n � 0+86.15 17.00'R "' o � .+ � � � � � �- � � � � � � � � � cn FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL
n C, r' - �i rn c i "' n o o C, d o F ~ x DATA TO VERIFY NATIVE MATERIAL MEETS THE
13.80 TRC + v L o N w
W + - �+, - °N° No ao o Ui `� ' �' N do o = REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
W w `v �� +n + + + + o rn o ' �' `r '2 SPECIFICATION AND A COPY OF THE COMPACTION m
0 ¢ �\ `r' co co ,+� ,+� TESTS. \�
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A
INSTALL CATCH BASIN #1 PER ACHD STANDARD DRAWING SD-604A
TYPE IV. TRC 2704.93. 12" INV OUT 2701.93'. W W
(Q25=1.22CFS, Q100=1.61CFS)
O2 INSTALL 31 LF OF 12" C-900 ® 0.22%
INSTALL CATCH BASIN #2 PER ACHD STANDARD DRAWING SD-604A
O3 TYPE IV. TRC 2705.00. 12" INV OUT 2701.86'.
(Q25=0.47CFS, Q100=0.62CFS)
O4 INSTALL t1 LF OF 12" C-900 ® 1.00%
OINSTALL 1000GAL SAND/GREASE TRAP #1 PER ACHD BMP-01.
SEE DETAIL ON SHEET C3.2.
OINSTALL ±10 LF OF 18" SOLID WALL ADS-1112. 5LF TO EXTEND
INTO SEEPAGE BED A.
OINSTALL SEEPAGE BED A (DA#2). 8'Wx146'Lx9'D. SEE DETAIL ON
SHEET C3.2. W
O8 INSTALL MONITORING WELLS PER ISPWC AND ACHD STANDARD U
DRAWING SD-627. LL_
SAWCUT EXISTING ASPHALT MINIMUM OF 2 FEET. SAW CUT AND O
OREPAIR PER ISPWC AND ACHD SUPPLEMENTAL STANDARDS SD-301,
REDUP-BLUE DOWNS PROFILE SD-303, AND SD-806.
CONNECT TO EXISTING SIDEWALK, CURB AND GUTTER. CONTRACTOR C)
1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+008+13 10 TO FIELD VERIFY ELEVATIONS, IF DISCREPANCIES OCCUR, ^�
2720 2720 CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY FOR REDESIGN. "V
1 1 RELOCATE EXISTING ELECTRICAL BOX. L_L I
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�� `�"' 12 EXISTING PRESSURE IRRIGATION PUMP STATION AND MAIN. PROTECT
+N ±C4 C4 N
IN PLACE.
m CD m o ao
O INSTALL MID BLOCK PEDESTRIAN RAMP PER ISPWC AND ACHD
+N 1 3 SUPPLEMENTAL DRAWING SD-712G
0.67% 0.53% m
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2715 -1.s3q 2715
FINISHED GRADE NOTE:
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND w
THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF o
r THE ACHD POLICY MANUAL. Of
1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE
\ 30" GRAVITY IRRIGATION OF THE STREET AND INCLUDE ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING
OPERATIONS. z
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2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, Y
9 pOo���F 3. CONTRACTOR SHALL REPLACE THE PAVEMENT CONTRACTOR SHALL REPLACE THE ENTIRE O SURFACE SURFACE.
O ENSURE MATCH LINE DOES NOT z o
- - -2.069 Epp 9LF FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN CENTER OR Ln o
CD CD
2710 - - - _ _ _ _ u,�, �, 2710 EDGE OF A TRAVEL LANE. cn
o N 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL N
- - - _ + 00 o �� IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR N °O 0 Y
TIME IS CRITICAL FACTOR. Z I �
EXISTING GRADE _ - _ `D N (N + w00 CD
12" GRAVITY IRRIGATION _ - - _ _ m �" 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF Q 11J C4 o w
12" GRAVITY IRRIGATION - " M o BEFORE CONSTRUCTION BEGINS. N � w N }
_ _ �-i u-i 6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE I.S.P.W.C. STANDARD DRAWINGS Z Cn o J
4" PRESSURE IRRIGATION -0.50� - - + AND THE ACHD SUPPLEMENTAL STANDARDS FOR ASPHALT REPAIR PER SD-301, SD-303 AND �LI ``' �; � m
° - -0. 0% m SD-806. o o Y Z
7. CONSTRUCT ALL PAVEMENTS MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT r2 m o w
VM oOf
'1.540 STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT m o
- - SECTION OR TO USE THE FOLLOWING: 2.5-INCHES OF ASPHALT, 4-INCHES OF Y4 INCH Li
z Li
MINUS CRUSHED AGGREGATE, 14-INCHES OF 6 INCH MINUS PIT RUN (FOR LOCAL STREETS); v
2705 - 2705 3-INCHES OF ASPHALT, 4-INCHES OF Y INCH MINUS CRUSHED AGGREGATE, AND 20 INCHES = Q m
4" PRESSURE IRRIGATION OF 6 INCH MINUS PIT RUN (FOR COLLECTOR STREETS); 3-INCHES OF ASPHALT, 4-INCHES o v o L_ o
OF Y INCH MINUS CRUSHED AGGREGATE, AND 26-INCHES OF 6 INCH MINUS PIT RUN (FOR
12" STORM DRAIN ARTERIAL STREETS); 4-INCHES OF ASPHALT, 4-INCHES OF Y4 INCH MINUS CRUSHED \p NA L
AGGREGATE, AND 26-INCHES OF 6 INCH MINUS PIT RUN (FOR PRINCIPAL ARTERIAL STREETS). CO
�sT
USE WHICHEVER PAVEMENT SECTION IS GREATER. � Fo
Plans Are Accepted For Public 9412
12" GRAVITY IRRIGATION Street Construction
5/8/17
2700 2700 By stamping and signing the improvement plans, the Registered ST �°
1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+008+13 Engineer ensures the District that the plans conform to all District �yqo e of `°���P
policies and standards. Variances or waivers must be specifically S• KIN
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered SHEET
Engineer of these responsibilities.
BY DATE C3 . 0
ADA COUNTY HIGHWAY DISTRICT
� 0 30' 60' 00
i LO
/
SCALE 1" = 30' N
(n Z U) Z
STREET LEGEND M
O SEE SHEET C3.0 C)
O
a
VALLEY GUTTER PER I.S.P.W.0 SD-708
0
O
I 0+86.14 17.00'L /' (/)
o J 13.80 TRC J °O
o /'/ W
5 ^ 0+00 2.001 o J N /'/ I PEDESTRIAN RAMP PER I.S.P.W.C. AND w
,.r� O - 0 N N 13.80 TRC o f J J /' J o c� ACHD SUPPLEMENTAL SD-712H TYPE 4
`o z
8 MU
0+ 13.98 TRC ~
0 �R�l / L0 � ccvo � o // N o wTYPE 1 & TYPE 2 STREET LIGHTS.r-i4 1 G // / o + `D + "' + ' '/ L0 �i ^ �' =off SEE SHEET C5.0 FOR LOCATIONS LJ
/ + 0+49 14.50'L o N + o ¢ _
12 -_--_---_- OxxO g0 /// / 0 6.85 TRC `� N Q
O O -------- �� �/ // ®I ��
2706.57LIP 6, �. PI PI 1 p J O
0 0� °� / NOTE: J
11 8 / Xoo l "� "� 9 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM Q �-
2 0 0 1+Op // / 6 40� 0+49 I CROSS SLOPE OF LESS THAN 2% WITHOUT Q
CD C) 6.89 CL DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE U
S. REDUP AVE / / // /� I 0 00 1+00 0 / 2+00 Ln
/ + - - o - _ _ _ _ 2+ 0 TRUNCATED DOMES PER ACHD SUPPLEMENTAL U N
3 0+86.15 // / I I / o rn -�- STANDARD DRAWING SD-712. DOMES SHALL BE (I� W
13.89 CL / I j 2706.44LIP c.i 2+66.80 RIGID INSERTS WET-SET INTO THE CONCRETE (D
13 13 S. COBBLE AVE 1.86 CL
CONCRETE STAMP AND ADHESIVE MATS NOT z
ALLOWED) AND SHALL BE COLORED 'TRAFFIC
12 1+12.89 2.07'L m YELLOW' � O
14.95 TRC �� I I o 10
2. ANY TEST PITS, TEMPORARY STORM DRAIN PONDS �r1 (� Z
� C, 0+86.15 17.00R / i+ �_ I i 0+49 14.50'R AND WATERWAYS LOCATED WITHIN CURRENT OR
c> o 0 1+64.69 1+32.13 2.00'L �j� I I z 6.85 TRC J-I
13.80 TRC ' / I co � FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO
o ^ 15.23 CL 15.14 INC I o E � CD
Q
o ^ N m 1+64.69 17.00'R // i / i i U - o � U o NATIVE SOIL AND BACKFILLED WITH STRUCTURAL O
15.14 TRC / 1+64.68 17.00'L jI � � X FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL W W W
o c" o / I I o rn ^ w DATA TO VERIFY NATIVE MATERIAL MEETS THE � U
o m m // I 15.14 TRC I I m r� N r7 o rn m o N m o� n
r I co Ki �' `� °O "� a' OO M o 00 = REQUIREMENTS FOR ENGINEERED FILL PER ISPWC rJ
o C / I cfl cfl C5 �+ c0 N LO Co U
+ o+ + + + N `� a SPECIFICATION AND A COPY OF THE COMPACTION O
o '' N
CY) LL
15.31 TRC I I / 15� 1+90 17.001 :W �� //' W Q
1+90 17.00'R / �, / 15.31 rRc . ' KEYNOTES m
,/� Ln
/ SEE SHEET C3.0 / N / INSTALL CATCH BASIN #3 PER ACHD STANDARD DRAWING SD-604A Z
SEE SHEET C3.0 i O TYPE IV. TRC 2711.89. 12" INV OUT 2708.59'. Q
(Q25=0.68CFS, Q100=0.89CFS)
OINSTALL ±31 LF OF 12" C-900 ® 0.22% Z
/ INSTALL CATCH BASIN #4 PER ACHD STANDARD DRAWING SD-604A W W
it O3 TYPE IV. TRC 2711.89 12" INV OUT 2708.52'.
(Q25=0.29CFS, Q100=0.39CFS)
i O4 INSTALL t1 LF OF 12" C-900 ® 1.00%
1 - Ld - __ Id - O INSTALL 1000GAL SAND/GREASE TRAP #2 PER ACHD BMP-01.
SEE DETAIL ON SHEET C3.2.
1T�
INSTALL ±10 LF OF 18" SOLID WALL ADS-N12. 5LF TO EXTEND
�� Ii III I INTO SEEPAGE BED A.
INSTALL SEEPAGE BED B (DA#3). 8'Wx56'Lx9'D. SEE DETAIL ON
SHEET C3.2.
W
OINSTALL MONITORING WELLS PER ISPWC AND ACHD STANDARD
DRAWING SD-627.
SAWCUT EXISTING ASPHALT MINIMUM OF 2 FEET. SAW CUT AND W
OREPAIR PER ISPWC AND ACHD SUPPLEMENTAL STANDARDS SD-301, W
SD-303, AND SD-806.
CONNECT TO EXISTING SIDEWALK, CURB AND GUTTER. CONTRACTOR m C)10 TO FIELD VERIFY ELEVATIONS, IF DISCREPANCIES OCCUR,
CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY FOR REDESIGN. O
COBBLE PROFILE 11 TYPE III ROADWAY BARRICADE WITH SIGN THAT STATS "ROADWAY TO U
REDUP-BLUE DOWNS PROFILE 0+00 1 +00 2+00 2+67 BE EXTENDED IN THE FUTURE" W
0+00 1 +00 1 +75 12 TYPE II SIDEWALK BARRICADE WITH KICK PLATE
2720 2720 Q z
13 NO PARKING" SIGNS. SIGNS TO BE FACED 45' TOWARDS ONCOMING
TRAFFIC. Q
INSTALL MID-BLOCK PEDESTRIAN RAMP PER ISPWC AND ACHD
CP
���, 14 SUPPLEMENTAL DRAWING SD-712G.
CD F
+NCD
�� �Ox C'
co
o+
FINISHED GRADE Y
271��,
m 7 o a, NOTE:
1 j1% 2715 IM` o ooi Cq o m ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND
o m o �o FINISHED GRADE THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF
o o+o m o 0+19.00 c" +N THE ACHD POLICY MANUAL. o
o+N M m o N GB 2706.43 M o m qc� 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE
m U M CD PO o OF THE STREET AND INCLUDE ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING Y
±N OPERATIONS.
1 m 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, z
w 1 53% -0.50% �' CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. N Y
-2.301%, 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT o m
FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN CENTER OR zCDv
EDGE OF A TRAVEL LANE. w w
W Ln o
` 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL cD o CD
UJ
12" STORM DRAIN W 2705 o g705 IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR
2710 2710 N o TIME IS CRITICAL FACTOR. W N°O
EXISTING GRADE +^ 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF Z o
EXISTING GRADE 5 N N � w CO �' Z
\ m BEFORE CONSTRUCTION BEGINS. Q w C) ^ o Y
12" GRAVITY IRRIGATION �' 6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE I.S.P.W.C. STANDARD DRAWINGS N CD Z U) m N
AND THE ACHD SUPPLEMENTAL STANDARDS FOR ASPHALT REPAIR PER SD-301, SD-303 AND Z � �' 00 J
SD-806. W w oz C a
4" PRESSURE IRRIGATION 7. CONSTRUCT ALL PAVEMENTS MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUTCD
m
STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT m of 1 Or-
SECTION OR TO USE THE FOLLOWING: 2.5-INCHES OF ASPHALT, 4-INCHES OF % INCH m o
MINUS CRUSHED AGGREGATE, 14-INCHES OF 6 INCH MINUS PIT RUN (FOR LOCAL STREETS); zLd
3-INCHES OF ASPHALT, 4-INCHES OF N4 INCH MINUS CRUSHED AGGREGATE, AND 20 INCHES
2700 2700 OF 6 INCH MINUS PIT RUN (FOR COLLECTOR STREETS); 3-INCHES OF ASPHALT, 4-INCHES � = Q __j
2705 2705 OF N4 INCH MINUS CRUSHED AGGREGATE, AND 26-INCHES OF 6 INCH MINUS PIT RUN (FOR C v o LL_ o
ARTERIAL STREETS); 4-INCHES OF ASPHALT, 4-INCHES OF Y4 INCH MINUS CRUSHED
AGGREGATE, AND 26-INCHES OF 6 INCH MINUS PIT RUN (FOR PRINCIPAL ARTERIAL STREETS). p NA L
USE WHICHEVER PAVEMENT SECTION IS GREATER. 5S�G1 s T R F,yc
F�
Plans Are Accepted For Public 9412 `0
Street Construction 5/8/17
2695 2695 By stamping and signing the improvement plans, the Registered 0 STq TE OF
2700 2700 0+00 1 +00 2+00 2+67 Engineer ensures the District that the plans conform to all District O S. KIN���
0+00 1 +00 1 +75 policies and standards. Variances or waivers must be specifically
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered SHEET
Engineer of these responsibilities.
BY DATE C3 . 1
ADA COUNTY HIGHWAY DISTRICT
LO
00
Ln
12" C-900 IN " NOTE: SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 �I
N+ r FROM CB#2 SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR N
v'v REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF-)
II II
19 S SEEPAGE TRENCH.
19. 20' SEE TRENCH DATA TABLE - THIS SHEET
-� -� SEE SHEET THIS SHEET FOR SAND AND GREASE TRAP LAYOUT. 1, 5' FROM END OF TRENCH 0
TO ACT AS MARKER 0
MONITORING F z
WELL "A"
MONITORING
MONITOR WELL WELL "B" = Q W
PER ISPWC AND ACHD SD-627 ~
18" ADS-N12 OUT TO 1 Ill
SEEPAGE BED "B" / \ / 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m z
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o J
18" ADS-N12 OUT TO Il
90• 18" ADS N-12 PERFORATED PIPE.
SEEPAGE BED "A" SEE DETAIL 1 THIS SHEET. w
Of
12" C-900 IN INSTALL SOLID CAP AT END OF 0
FROM CB#4 PLAN VIEW PERFORATED PIPE N
SAND/GREASE TRAP _ - J O
LID AND/OR SDMH LID MONITORING WELL J
TO BE FLUSH WITH TOP OF TRENCH TO BE A MINIMUM PER ISPWC AND ACHD SD-627 Q �
HS 25 RATED STRUCTURE HS 25 RATED STRUCTURE FINISH GRADE OF 2 FOOT BELOW FINISHED GROUND, r , Q
LID TO BE FLUSH WITH LID TO BE FLUSH WITH TOP OF SIDEWALK AND CURB. (TYP) t.JLn
FINISHED SURFACE FINISHED SURFACE
FG ±2711.95 FG ±2705.05 VA//AA//AA//AA//AA//AA//AA//AA//A�/� zLLj
AA//AA//AA//AA//AA//A�//�A W— — — \\/\\/\\/\\/\\/\\/\\�\/ NATIVE BACKFILL TOP OF TRENCH \\/\\/\\/\\/\\/
_jI — —
— — — — — — /
— — — — — — \ DRAIN ROCK SLOPE=0.00% MIN. i a I I z Q
2708.41 TOP TOP 2701.75 I \ MAY BE OVER PIPE N /�� O
OF CONC. OF CONC. o ° o ° o ° o ° o ° o ° o ° o ° o ° o ° o ° o ° o ° o ° o o ° o ° 0 ° 0 ° 0 �J J
18" ADS-N12 OUT TO 18" ADS-N12 OUT TO
SEEPAGE BED "B" SEEPAGE BED "A" Q W
20" 20" j EXTEND NON-PERFORATED PIPE II o w L_L_I O
2708.51 2701.85 MIN. OF 5' INTO SEEPAGE BED 2" FRACTURED ROCK a'
1 INV
N FROM 0CB#4 IN FROM INV 12 OCOB#2 DRAINAGE GEOTEXTILE O Q
6" MIN. 6 MIN./1 k TYPE 1 (ISPWC SECTION
SEE TRENCH ELEVATION TABLE FOR BOTTOM II 2050). OVERLAP MINIMUM LU
\_�27.66 2701.00 SIDES.
12" ON TOP AND
18 INV OUT 18 INV OUT OF BED AND BOTTOM OF SAND ELEVATIONS SIDES. m
EXCAVATE MINIMUM OF 3'-0" INTO FREE DRAINING SANDS AND GRAVEL
(TYP.), IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL ASTM C-33 FILTER SAND IN
NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE ACCORDANCE WITH ACHD BMP 04
SEEPAGE BEDS TO
PROVIDE
1000 GAL. SAND/GREASE TRAP #2 1000 GAL. SAND/GREASE TRAP #1 GROU DWATER AND HE O I CLEARANCE BETWEEN
BOTTOM OFTHESE PAGE BED.
WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TESTS W W
PER BMP-01 - NTS - - NTS - PER BMP-01 PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF
FOOT PLATE (TYP.) CONSTRUCT THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER,
12" BELOW SEEPAGE FILTER SAND CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO
TYPICAL SEEPAGE TRENCH DETAIL OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA.
SCALE: NTS PER THE SOILS REPORT BY SITE CONSULTING, LLC DATED 28TH OF AUGUST 2013,
GROUND WATER WAS NOT PRESENT IN ANY OF THE TEST PITS. CONTRACTOR TO
30" CLASS III RCP EXCAVATE 3-FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND WATER
PRESENT AND PENETRATE INTO FREE DRAINING MATERIALS.
P/L P/L SEEPAGE TRENCH DATA TABLE
48 APPROXIMATE
42.50C, 2.50' DIMENSIONS TOP OF ROCK TOP OF SAND BOTTOM OF 100 YEAR
34'
SEEPAGE BED # WXDXL ELEVATION ELEVATION SAND ELEVATION GROUEL V ATER DESIGN VOLUME
ZE
A 8'Wx9'Dx146'L 2703.00 2694.00 2692.50 N/A 4268
2' 5'-0" 17'-0" 17'-0" 5'-0" 2' B 8'Wx9'Dx56'L 2709.75 2700.75 2699.25 N/A 1637 �A PERCOLATION RATE OF 8" PER HOUR WAS USED TO DESIGN
15'-0" 15-0" THE SEEPAGE BEDS FOR THIS PROJECT.MPX CZ L_LJ
S( SLOPE 2.00% SLOPE 2.00%.C. MPX FU�� FCC SAX BUT °� �4s W
2.5" OF ASPHALT 14" OF 6" ���j
EXTEND BASE MATERIALS PAVEMENT MINUS PIT RUN / Q
12.50' 6" BEHIND CURB (TYP) 4" OF 3/4" MINUS ROLLED CURB AND GUTTER CONCRETE SIDEWALK PER ° `S 3/8" PERFORATIONS IN VALLEY
CRUSHED GRAVEL PER ACHD SUPPLEMENTAL SD-702. ACHD SUPPLEMENTAL / OF CORRUGATED PIPE. 5 EACH
SD-709 (TYP) ON 18" PIPE. Q
PLAN - - - - - � - - - - - �
5.00' 18" ADS N-12
48' TYPICAL STREET SECTION
I - NTS -
I I
30" CLASS III RCP
I Y
U
I I w
Cn
P/L 42' P L 18" PIPE PERFORATION SCHEDULE r
Y
29' - NTS -
z
I I z o
I 1.5' 5'-0" 14.5 14.5' 5'-0" 1.5'
cc w �
CD o
CD
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
12.5' 12.5' � c�n � �i
C 0000
END VIEW MAx �Ur �:� MPX ? w C Z
St�PE SLOPE 2.00% SLOPE 2.00% S��pE Q UTC4 o Y
3.84' MPX Cv� ; .. F' MAX z �' z (n " o w
g:1 F\LL l(G CUT W W o
_ LO � m
30" CLASS III RCP o o Y w
0.50' 2.5" OF ASPHALT 14" OF 6" r7 �p o
EXTEND BASE MATERIALS PAVEMENT MINUS PIT RUN V m Q o
6" BEHIND CURB (TYP) 4" OF 3/4" MINUS ROLLED CURB AND GUTTER CONCRETE SIDEWALK PER z
41 CRUSHED GRAVEL PER ACHD SUPPLEMENTAL SD-701. ACHD SUPPLEMENTAL w
SD-709 (TYP) � = Q
o v o L_ o
C7 40 C� 42' TYPICAL STREET SECTION
- NTS - Plans Are Accepted For Public COo ST F410
Street Construction �°
By stamping and signing the improvement plans, the Registered 9412
Engineer ensures the District that the plans conform to all District
#4@ 12" MAX O.C. H policies and standards. Variances or waivers must be specifically S 5/8 17
EACH WAY ^ and previously approved by the District in writing. Acceptance of the C' T TE OF \oP�o P
o improvement plans by the District does not relieve the Registered
CD Engineer of these responsibilities.
0.50'
SECTION VIEW 0 BY DATE SHEET
HEADWALL / WINGWALL DETAIL ADA COUNTY HIGHWAY DISTRICT
C3 . 2
- NTS -
Lf�
N I 00
L0
1 0 30' 60' r
E SEE SHEET C4. 1 z
STA: 3+27 SCALE 1" = 30' (o
i
SEE THIS SHEET S , INV90052 CO
w N 3
Q 00
24 w
Z r z
m � o
to EXISTING WATER KEYNOTES
M = KENTUCKY RIDGE Q >
- - 4Eli
m PI SUB NO.3 Qf
W
nI PI REMOVE TEMPORARY BLOWOFF AND CONNECT w
SSMH 1 9 O TO EXISTING 8" WATER MAIN. CONTRACTOR z
3TA: 2+71.78 �' 4 7�7
TO VERIFY LOCATION AND COORDINATE WITH
z o LINE A CITY OF MERIDIAN INSPECTION STAFF. ��J
\ s s s V
J o • 2 00 1+00
/ - BLE-AVE - - - - 0 O FIRE HYDRANT ASSEMBLY PER CITY OF _
r INSTALL ±127.5 LF r // r' 4 4 N; 4 2 MERIDIAN STANDARD DRAWING W7 AND W14. Q
• I / 2 8" WATER MAIN m 5 rSTALL
W W-1 W I INSTALL 8"x6' TEE (MJ x FLG)
3 m 1-6" GATE VALVE (MJ x FLG) J
U / 1 1 O INSTALL ±14 LF OF 6" WATER MAIN J O
4 5 ENSURE VALVE DOES NOT END UP IN CURB Q
M T + LJ
+ O POTABLE/NON CROSSING. SEE
- o - o INSTALL f220 LF WATER NOTES 2 & 3 ON COVER SHEEP. W N 0
4 o J o 8" W TER MAIN J co
o °� 90• BLUE DOWNS ST - _
0 0 `� - t3.3$ rn `V o o I� �I o' rn INSTALL 8" TEE (ALL FLG)
IS ,� 1+ 4 I IQ I I o I 2-8" GATE VAVLES (FLGxMJ). z
-1 LLINE A LINE B SSMH 4 I ; "o zl N Z "'Z� 1-8" FLGxMJ ADAPTOR r I� Q Z
SSMH 1
STA: 1+03.70 --J -J ENSURE VALVE DOES NOT END UP IN (D t� Z
LI..I STA: 2+71.78 = --- VALLEY GUTTER
Lv I 6 SEE THIS SHEET 6 INSTALL SLEEVE ON WATER SERVICE WYrl U
2 } } 2 N O THROUGH SEEPAGE BED. w W W O
3' i �� C 3 C/� U
�_
I NCI I0 ��I _ _ o WATER METER LEGEND Q
N Z O N�
+03.7 (PER SD-W1 & W2) w
SSMH 4 3/4" DOUBLE METER SERVICE. m
STA: 1+03.70 ,
d 7 3/4" SINGLE METER SERVICE. U z Q
- - - 1d NOTE:
8 aid 81d THE CITY OF MERIDIAN REQUIRES THAT ALL 0
- - WATER METERS AND WATERWORKS BRASS BE
ANSI/NSF 61 CERTIFIED. Z
M III I II I I L LJ LLJ
y III III I I � �
I III III I I SEWER KEYNOTES
REMOVE EXISTING 8" CLEANOUT AND
CONNECT NEW 8" SEWER LINE TO EXISTING
OLINE. CALCULATED INVERT 2691.95'.
LINE B PROFILE LINE A PROFILE GRADE.CONTR IF DISCREPANCIES FIELD OCCURFY LINE AND
CCUR CONTACT
-0+25 0+00 1 +00 1 +25 3+00 2+00 1 +00 0+00 ENGINEER OF RECORD.
OINSTALL SLEEVE ON SEWER SERVICE
THROUGH SEEPAGE BED.
NOTE: ALL SEWER LENGTHS ARE MEASURED NOTE: ALL SEWER LENGTHS ARE MEASURED W LLJ
FROM FACE OF SEWER MANHOLE TO FACE FROM FACE OF SEWER MANHOLE TO FACE
OF SEWER MANHOLE OF SEWER MANHOLE NOTE: Z
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE
ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE \ O
2710 2710 ALLWINMANUAL.
ARE LISTED IN SECTION 6000
OF THE ACHDPOLICY
2710 2710 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE
PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE
ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING W
FINISHED GRADE OPERATIONS. Z
2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%
- - _ OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE
- - _ FINISHED GRADE THE ENTIRE ROADWAY SURFACE.
- _ - 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO Z
_ - - - - YEXISTING
ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH
OF A LANE. MATCH LINE SHALL ONLY FALL IN CENTER OREDGE OF A TRAVEL LANE. L_L_I2705 _ 2705 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF
2705 2705 GRADE _ THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD
EXISTING GRADE INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME W
IS CRITICAL FACTOR.
5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVEDCn
IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. o
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE
4 I.S.P.W.C. STANDARD DRAWINGS AND THE ACHD SUPPLEMENTAL i
STANDARDS FOR ASPHALT REPAIR PER SD-301, SD-303 AND
81 WATER
SD-806. w
0
Y
2700 " 2700
2700 U 2700 8" WATER 8 WATER N Y
99.70 LF 8" SEWER @ 0.68% 4 o m
� w rn Cn
C � o
cD
W
48"0 SSMH 4 C
00
48"� SSMH 1 RIM 1+03.70
B-SWR 48"0 SSMH 1 _ _ ? w °1
U
71.78 LINE
SWR
0+00.00 LINE B-SWR 4" IN 2699 08-S 26 a
2+71.78 LINE A-SWR 0+00.00 LINE B-SWR 9�g LF g" c~n � ow N �
8" OUT 269 .75-W + ~ w cal
co
RIM 2706.7t 2695 $IMIN7069807-W SEWER ® 21gq, 2695 UJ w �' , m
U
Nz
2695 8' IN 2698.07-w 2695 8" IN 2698.07-E o m CD Of
Uj
8" IN 2698.07-E
8" OUT 2697.97-N 8" OUT 2697.97-N V m o � �
E IDIAN w
IDAHO APPROVED FOR Q w w
CONSTRUCTION _ J
1 o c� o � o
EXISTING CLEANOUT These plans and/or specifications have been reviewed for
STINV. 26 1.95' compliance with Meridian City Standards and Specifcations. \oNA L
INV. 2691.95' This review does not relieve the owner, engineer, or contractor 55 TE tiC
2690 2690 2690 2690 of the responsibility to design and/or construct those facilities
-0+25 0+00 1 +00 1 +25 in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements, 9412
specifications, orders or approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall 05/08/17
not be construed as approved unless specifically addressed STq TE OF\oP�o P
in writing by the City. Any proposed revision to these plans must y�O S. KlN' �
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
2685 2685 SHEET
Name Date
3+00 2+00 1+00 0+00
C4 . 0
LO
15 N 00
I ]_� L0
\\ SEE SHEET C4.0 N
w W E
\\\ \\ F 28 27 26 w �
% �`�� 2 5 2 4 0 0
\\\\ \\ S
3 STA: 2+0000
0 00
36.0 L 4
9 \\ \\ INV. 00.02 O
CDI'n of + o + 0 0 30' 60'
xQ
LLJ
\ F INSTALL ±250 LF 2 SCALE 1 = 30' z
\ 4 \ 4 +\ ±310.5 LF
8" WATER-WIN } INST$LLWATER MAIN I m \
Cn J
5 -\\ \ \ 4 4 4 4 3 4 4 171
4 M M M 4 1
4 \ SSMH 3 \ 6 BLUE DOWNS ST o M M
OUT OF Mk STA: 8+02.35 \ - - Qom- _ I o - STA:H5+21.35 M M WATER KEYNOTES J
31 - - - `D _ - - BLUE DOWNS ST J O
67.2' L } - - - - - - = s g - LINE A -LINE B -
8 0 .35 00 LINE A 7+00 s s 0 0 INSTALL 8" TEE (ALL FLG) Q
6+00 5+00 14+00 S s 2-8" GATE VAVLES (FLGxMJ). U
INV. 07.52 / 1ti�, I \\ \ \ I I 3+00 M 1 1-8" FLGxMJ ADAPTOR
1 �
SSMH 1ENSURE VALVE
o> / STA: 2+71.78 v VALLEY GUTTER DOES NOT END UP IN '^ W N
` J FIRE HYDRANT ASSEMBLY PER CITY OF z
MERIDIAN STANDARD DRAWING W7 AND W14. rD Q
0 co
�� I + OI I O INSTALL 8"x6' TEE (MJ x FLG) VIA O
/ J �I p 1-6" GATE VALVE (MJ x FLG) v_O I cD' O + + J� M J� N
p I ^ �" +
o �� o� ��o CD I�o p too 3 INSTALL ±12.5 LF OF 6" WATER MAIN Q W
/ ~ zl N ENSURE VALVE DOES NOT END UP IN CURB w W W O
POTABLE/NONPOTABLE CROSSING. SEE ��// U� C�
WATER NOTES 2 & 3 ON COVER SHEET.
INSTALL 8" 90° BEND. O
OUT -6-1- MH O w
3 2 .67 INV. 06 a INSTALL ±151.5 LF INSTALL TEMPORARY BLOWOFF PER CITY OF m
8" WATER MAIN OCl- MERIDIAN STANDARD DRAWING SD-W13.
6 INSTALL ±56 LF STEEL SLEEVE PER CITY OF Q
I MERIDIAN STANDARD DRAWING SW-2.
J-0
W W
ICIac�R
-aciR_ a�iR aR aR a WATER METER LEGEND
5 4 � � �
(PER SD-W1 & W2)
3/4" DOUBLE METER SERVICE.
LINE A PROFILE d 3/4" SINGLE METER SERVICE.
8+25 8+00 7+00 6+00 5+00 4+00 3+00 2+50 NOTE:
2720 2720 THE CITY OF MERIDIAN REQUIRES THAT ALL
WATER METERS AND WATERWORKS BRASS BE
ANSI/NSF 61 CERTIFIED.
NOTE: ALL SEWER LENGTHS ARE MEASURE SEWER KEYNOTES W
FACE OF SEWER MANHOLE TO FACE OF
SEWER MANHOLE Q
1 INSTALL ±56 LF OF STEEL SLEEVE PER CITY
2715 2715 O OF MERIDIAN STANDARD DRAWING SW-2. W C)
FINISHED GRA E
30" GRAVITY
12" GRAVITY IRRIGATION MAIN INSTALL SLEEVE ON SEWER SERVICE
IRRIGATION Mf�IN ' ` O THROUGH SEEPAGE BED.
12" GRAVITY
IRRTION MAIN W
\/ I SL EVE FOR WATER MAIN - - - - - - - - - _ W Q
3 SL EVE TO EXTEND FROM EASEMENT rACTUAL
OTE: (f�
2710 LI E TO EASEMENT LINE - - - - _ _ _ 2710 FIELD CONDITION DURING TRENCHING MAY REQUIRE
- - - - - DDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE
3 EXISTING GRADE - - - - - - - _ LAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000
- - _ OF THE ACHD POLICY MANUAL.
4" PRESSURE - - - _ _ 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE
CD
IRRIGATION MAIN - - - - PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE o
_ ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING i
8 WATER - - - - - OPERATIONS. C)
6 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%
OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE w
THE ENTIRE ROADWAY SURFACE. o
3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO
ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH Y
2705 0 2705 OF A LANE. MATCH LINE SHALL ONLY FALL IN CENTER OR
EDGE OF A TRAVEL LANE. w
4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF Y
THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD �
277.00 8' WATER INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME ? w � w
LF 8" SEWER IS CRITICAL FACTOR. Cc � o CD
TW'O SSMH 3 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED W Cn
+02.35 LINE A-SWR rn
SLEEVE FOR SEWER MAIN IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. o >_
RIM 2714.8t 1 W
SLEEVE TO EXTEND FROM EASEMENT 6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE N °O
4" IN 2704.58-W Z
LINE TO EASEMENT LIE I.S.P.W.C. STANDARD DRAWINGS AND THE ACHD SUPPLEMENTAL w oo �' z
IN 2704.58-SW STANDARDS FOR ASPHALT REPAIR PER SD-301, SD-303 AND Q wi� o w
" OUT 2704.25-E SD-806. !:ImpCn CD w co 7- r
U
2 �; � o " O -.4-2700 48"4 SSMH WER ® 1.23% 2700 CD
Y M
5+21.35 LINE A-SWR o m o w
z
RIM 2711.2t 4 V m o
8" IN 2701. 0-W
w
8" OUT 2701.10-E z w
(✓WE IDIAN -- APPROVED FOR a w < w_
48"0 SSMH 1 CONSTRUCTION
2+71.78 LINE A-SWR =
0+0 .00 LINE B-SWR These plans and/or specifications have been reviewed for 5\0 NA L
RIM 2 06.7t compliance with Meridian City Standards and Specifcations. 5 TE
2695 8" IN 2698.07-W 2695 This review does not relieve the owner, engineer, or contractor
8" IN 2698.07-E of the responsibility to design and/or construct those facilities
8" 0 T 2697.97-N 9412
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements, 05�0
specifications, orders or approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall C'STgTE OF \0P, P
not be construed as approved unless specifically addressed S. KIN���
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
2690 2690 Standards and Specifications before said revision is constructed. SHEET
8+25 8+00 7+00 6+00 5+00 4+00 3+00 2+50 Name Date
C4 . 1
Lo
N Lo
N
W co
O
S O
00
� z
0
co
0 30' 60' Q W
w of
SCALE 1" = 30' z
J
J O
Q � _
U L o
(D W N
Z
16
2701.93FG 2701.93FG 2699.30FG
•2702.12FG7 2�>
14 \`
\ I
W W
X --- - - -------------- - 04.2G 1-
23 V-7
9F 2703.26FG 2701.34FG0
STREET LIG \ TYPE II �job�
,
--2710--------
n ------
` ------------ '
2710.10FG-
`.\`---- - - 2710.01 FG 2710.15FG 2708.15FG m \ \
-- ` 2709.11FG- 2705.67FG I mm \,
Q00
W
121
N, I 2706.44FG ---•2705.31 FG 2703.16FG
/1 \
•2707.44FG \\\
W
2 2710.70FG 2709.41FG 2708.11FG \\•2705.97FG •2704.96FG - Q
2712.51 FG 2711.64FG ` \\ 4
\ \ >
2711.53FG 2713.79FG
c�
\ \ \\ \ cl % ��' /,I i STREET LIGHT TYPE II / 2706.92FG ?SOS
2715.35FG
/ Y
i
/ � U
2714.65FG�-� \ \ __ _- 2713.82FG 2710.98FG ' 2709.54FG 2708.10FG / 2706.55FG --------------- 1- 2705.10FG - o�� �. \ _ i
N
31 �' \ \ STREET LIGHT TYPE IILu
/ I z
Y
m
\ \ / BLUE DOWNS ST o v
c � o
2715.26FG----- - -2714.80FG 2712.79FG '' - W c)
-- I �_ 1 2709.74FG 2708.22FG \--- - V) ou
I 2706.83FG 2706.25FG 0 m
2705.11FG � w 0 o �
2711.27FG \ �`� Q wT oN Y ,� < Y
7 \ `;�� I 1.\\ STREET LIGHT TY oII ���\ ���\2706.90FG 2�07 2706 z N z U, i'
'2?0
8 �'� 2jp wi o a
N 2713.92F�2��� oo o Y Z
2710.77FG 02712.70FG 2713.74FG \, �� \\ \ \ V M r m
> \ m o
\ \ z � w
•2713.20FG 2712.75FG 2712.11FG 2711.01FG 2709.83FG 2708.70FG v w
\\ \ 2707.70FG 2707.26FGI 0:�Q w w
= Q J 2707.77FG
3 0 � 0 � 0
2708 � 10 I yS\o NA L ti
32 ,
1 TE
9412
05/08/170
I � ?\ 11
27pg yq0
1
2711.83FG 1.82FG_ 2709.32FG2710.58FGl� OF
2712
271 G 2711.52FG- 2710.93FG -2710.56FG -_2709.93FG-.0 -- 2709.60FG 42709.2 2709.07FG 2708.00FG SHEET\\\ \ C5 . 0
/ _ M
LO
13 16 // /// I P PI - - PI 10
/
/ / I i
N
/
29 �
\\ // / Q� NOTE: � J OO z
/ / 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW - - 2 0
YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS _v Cn
2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW A
\ 14 / YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF Q W
/ / Q\ RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL I W
\ / INSPECTIONS.
26 \\ \ // / 3 z
INSTALL ±49.5 LF 12" PVC GI MAIN \\ / // Q
INSTALL ±244 LF 4" PI MAIN J
25 \\ \ / / io, CD
Q
$ INSTALL ±348 LF 4" PI MAIN 29 U
\ 29 / � _ 7 - - 3 W LF) o
9 \ / / \ PI PIR PIR I z
/ \ PIR PIR 3 "
15 29 29 29 29 29 INSTALL ±239.5 LF 12" PVC GI MAIN Q W
3 0 `\\\\ `\ \ w W o)
INSTALL ±187.5 LF PVC 12" GI MAIN \\ \\ 1 O Q
LLJ Q
29 m
:2of
Q
24 28 INSTALL ±77 LF 30" CLASS III RCP GI MAIN a-
INSTALL ±250 LF 4" PI MAIN \\ \�\ \ \
\ \ F\ 21 I \ W W
5 11
` \ \ V \
\ _ _ INSTALL ±50.5 LF 12" C-900 GI MAIN
M M M M M - --
INSTALL t41 LF 4" PI MAIN Q� ��\ I I - M M
� - - - - - - - - - I - I - - - - - - INSTALL t49 LF 4" PI MAIN I I I 12
a -S-
S- S
INSTAL 9 LF 4" PI MAIN I I I s s s 10 27
INSTALL t92 LF 12" GI AIN \ \ \
I I I I
2
"rznao�o
20 INSTALL ESTIMATED ±38.5 LF 12" PVC GI 5 I I 13
/ MAIN. SEE KEYNOTE #19
/ 23 28
/ INSTALL ±92.5 LF 12" PVC GI MAIN
INSTALL t103.5 LF 4" PI MAIN
8 CD
9 � �
/ INSTALL ±114.5 LF 4" PI MAIN 1 0
29 " PI MAIN
� 19 INSTALL ±107.5 LF 4 INSTALL t103 LF 12" PVC GI MAIN
` \
I \
INSTALL t106.5 LF 4" PI MAIN I INSTALL ±98.5 LF 4" PI MAIN \\ \ 22 INSTALL ±529.5 LF 4" PI MAIN INSTALL ±530 LF 12" PVC GI MAIN 29
INSTALL ±49 LF 1 MAIN 27 4 29 29 29 29 29 29 29 6
O
0
aId - - �� ��
�r 211d - aGIR aGIR aGIR - aGIR aGIR aGIR 8G1R
6 16
5 5 18 16 16 14 w
4 17 0
Of
r
U
C�%�C' APPROVED FOR
IRRIGATION KEYNOTES E IDIAN�-- w
CONNECT TO EXISTING 12" GRAVITY IRRIGATION MAIN AND I DA H O
INSTALL 30" GRAVITY IRRIGATION STAND PIPE #5 PER ISPWC INSTALL 30" GRAVITY IRRIGATION STAND PIPE #9 PER ISPWC C7 0 M
O EXISTING PRESSURE IRRIGATION MAIN, PROTECT IN PLACE. INSTALL AIR RELEASE PER NEW YORK IRRIGATION STANDARD
STANDARD DRAWING SD-620. STANDARD DRAWING SD-620. CONSTRUCTION z o
O25 RIM: t2714.73' w rn w
DRAWING IRRIG-01. INSTALL t7 LF 6" GRAVITY IRRIGATION MAIN FROM GRAVITY RIM: t2715.50' These plans and/or specifications have been reviewed for � � � o
15 CD CD
IRRIGATION STAND PIPE 3 TO EXISTING GRAVITY IRRIGATION O 12" INV IN: 2709.00'-S 12" INV IN: 2710.46'-S V) `�
# 21 compliance with Meridian City Standards and Specifcations. LV v) i
12" INV OUT: 2710.46'-N rn
CONNECT TO EXISTING PRESSURE IRRIGATION MAIN, REMOVE CONNECT TO EXISTING 12" GRAVITY IRRIGATION PIPE. EXISTING CATCH MANHOLE. EXISTING 12" INV OUT: 2706.73'-N This review does not relieve the owner, engineer, or contractor W o co Y
EXISTING 45' BEND AND INSTALL INVERT CALCULATED AT 2696.42'. CONTRACTOR TO FIELD CONTRACTOR TO FIELD VERIFY EXISTING PIPE ELEVATION of the responsibility to design and/or construct those facilities z "' o
O 1-4" TEE AND THRUST BLOCK. 10 VERIFY BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR, BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR, w - o L z
CONNECT TO EXISTING 12" GRAVITY IRRIGATION DRAIN DITCH N in compliance with all current applicable federal, state and local o w
1-4" 45' ELBOW CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY FOR 16 REMOVE EXISTING GRAVITY IRRIGATION LINE. CONTRACTOR TO CONTACT ENGINEER OF RECORD IMMEDIATELY p pp Q w N
FOR REDESIGN. INSTALL 30" GRAVITY IRRIGATION STAND PIPE #10 PER ISPWC laws, rules, regulations, ordinances, development agreements, N CD ,.,., co � L }
2-4" GATE VALVES. REDESIGN. STANDARD DRAWING SD-620. Z z cn o �specifications, orders or approvals, all of which the City retains ,; n o
CONNECT TO EXISTING GRAVITY IRRIGATION MANHOLE. EXISTING RIM: ±2714.85' COW
INSTALL 30" GRAVITY IRRIGATION STAND PIPE #1 PER ISPWC CONNECT TO EXISTING 12" GRAVITY IRRIGATION MAIN AND the right to enforce. Inconsistencies not noted by City staff shall o o Y °O
INSTALL STANDARD DRAWING SD-620. 17 12" INV AT CALCULATED AT 2708.42'. CONTRACTOR TO FIELD 26 12" INV IN: 27010.35'-S W E not be construed as approved unless specifically addressed CD Z
O1-4" TEE AND THRUST BLOCK. O VERIFY EXISTING ELEVATION. IF DISCREPANCIES OCCUR, INSTALL 30" GRAVITY IRRIGATION STAND PIPE - WITH SLIDE O 12: OUT AT DITCH BOTTOM: 2711.77'-N pp p Y r2 m o �
1 1 RIM: ±2706.00' CONTRACTOR TO CONTACT ENGINEER OF RECORD IMMEDIATELY. GATE - #6 PER ISPWC STANDARD DRAWING SD-620. in writing by the City. Any proposed revision to these plans must V m ED �
1-4" 22.5' ELBOW CONTRACTOR TO FIELD VERIFY EXISTING DITCH ELEVATION o
12" INV IN: 2700.84'-S RIM: ±2715.60' be submitted for review and compliance with the Meridian City w
1-4" GATE VALVES. BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR, p Y =
12" INV OUT: 2700.84'-N RELOCATE EXISTING PIPE TO DISCHARGE INTO EXISTING 22 12" INV OUT: 2710.89'-N CONTRACTOR TO CONTACT ENGINEER OF RECORD IMMEDIATELY S Standards and Specifications before said revision is constructed. Q w LL
MANHOLE. PIPE CURRENTLY EXITS EXISTING GRAVITY IRRIGATION EXISTING 12" INV IN: 2710.89'-E FOR REDESIGN. oe� = Q J �_
INSTALL CONTRACTOR TO VERIFY ELEVATIONS OF EXISTING SEWER AND 18 BOX FROM THE SOUTH SIDE AND FLOWS INTO AN EXISTING CONTRACTOR TO FIELD VERIFY EXISTING PIPE ELEVATION O Name Date � U o = o 4 1-4" 90' ELBOW AND THRUST BLOCK. WATER STUBS BEFORE CONSTRUCTION OF PRESSURE IRRIGATION IRRIGATION DITCH. BEFORE CONSTRUCTION. IF DISCREPANCIES OCCUR,
1-4" 22.5' ELBOW MAIN AND GRAVITY IRRIGATION MAIN. IF CONFLICTS OCCUR,
CONTRACTOR TO CONTACT ENGINEER OF RECORD IMMEDIATELY INSTALL SLEEVE ON PRESSURE IRRIGATION MAIN. SEE PLAN
CON12 FOR REDESIGN. 27 FOR LENGTH. �p NA�
FORTRACTOR REDESGNO CONTACT ENGINEER OF RECORD IMMEDIATELY EXITOSTING PIPE EXISTING DITCH,LENGTH OFS FROM ISTING EXISTINGAVITY PI E IRRIGATION IS UNKNOWN. 05 G ST
OINSTALL CONTRACTOR TO FIELD VERIFY LENGTH OF EXISTING OUTFLOW 0 30' 60' Plans Are Acce ted For Public
5 INSTALL 30" GRAVITY IRRIGATION STAND PIPE #7 PER ISPWC
1-4" GATE VALVE AND THRUST BLOCK INSTALL 30" GRAVITY IRRIGATION STAND PIPE #2 PER ISPWC 19 PIPE AND CONNECT TO EXISTING STUB. TOTAL LENGTH OF 12" STANDARD DRAWING SD-620. INSTALL HEADWALL ON 30" CLASS III RCP. SEE DETAIL
STANDARD DRAWING SD-620. PIPE RUN FROM EXISTING BOX TO NEW 30" STANDPIPE #4 TO 23 RIM: ±2714.90' SHEET C3.2. Street Construction
13 INSTALL RIM: ±2706.00' BE ±100.50 FEET. EXISTING INVERT AT BOX CALCULATED AT 12" INV IN: 2710.78'-S 28 30" CLASS III RCP INV 2710.45 AT SOUTHEAST SCALE 1" = 30' By stamping and signing the improvement plans, the Registered 9412
6 t2710.00'1-4" 90' ELBOW AND THRUST BLOCK 12" INV IN: 2700.99'-S 12" INV OUT: 2710.78'-N HEADWALL Engineer ensures the District that the plans conform to all District 05/08/17
12" INV OUT: 2700.99'-N 30" CLASS III RCP INV 2710.10 AT NORTHWEST policies and standards. Variances or waivers must be specifically
sTq Pao
INSTALL 30" GRAVITY IRRIGATION STAND PIPE #4 PER ISPWC HEADWALL C' TE OF No P
STANDARD DRAWING SD-620. and previously approved by the District in writing. Acceptance of the ' ,
OCONNECT TO EXISTING PRESSURE IRRIGATION STUB AND INSTALL 30" GRAVITY IRRIGATION STAND PIPE #3 PER ISPWC O Sq0 INSTALL 30" GRAVITY IRRIGATION STAND PIPE #8 PER ISPWC S. KIN
7 INSTALL 4" 90' ELBOW AND THRUST BLOCK. STANDARD DRAWING SD-620. 20 RIM: ±2715.50' STANDARD DRAWING SD-620. improvement plans by the District does not relieve the Registered
RIM: ±2709.40' 12" INV IN: 2709.32'-S 24 RIM: ±2715.90' 29 INSTALL TYPICAL LOT SERVICES PER NEW YORK IRRIGATION Engineer of these responsibilities.
14 12" INV IN: 2702.18'-W 12" INV OUT: 2709.32'-N 12" INV IN: 2710.67'-S STANDARD DRAWING IRRIG-02. SHEET
O8 CONNECT TO EXISTING PRESSURE IRRIGATION STUB. 12" INV OUT: 2702.18'-N 12" INV OUT: 2710.67'-N
6" INV OUT: 2707.90'-E BY DATE
ADA COUNTY HIGHWAY DISTRICT C6 . 0