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GENERAL PRESSURE IRRIGATION N Lo
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE r +.
CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS s ,,:I-
HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BEING CONSTRUCTED. CY)
BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 0
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND C)2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY W. CHERRY LN.
DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 00 z
FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. o
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3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q >
ROADWAY (CITY OF MERIDIAN) W
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. m Lij
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY & Z z z
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 CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. PTO -
PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. W. PINE AVE. w W. PINE AVE. J
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE (D O
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. THE PIPE ZONE.
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING SITE PHASE5 J
AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS ROADWAY (ACHD) J z
SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 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 `
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. FRANKLIN RD. u
(C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING.
2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 7 0
BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES (208-387-6284). CONTACT ACHD A (n C)WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. (D U
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 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 0 u� LL
INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. - VICINITY M �P -
11.
A PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE 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 N.T.S.
MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY TACKED WITH EMULSION PRIOR TO PAVING. O Q
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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 - SHEET INDEX - LL o
WATER CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. W
8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT.
C1.0 COVER SHEET, GENERAL NOTES & VICINITY MAP m W
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 REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. C2.0 FINAL PLAT
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 C2.1 FINAL PLAT W W
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 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.
TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF C2.2 FINAL PLAT
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR.
(IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 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 C2.3 FINAL PLAT O L�
ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. = C).
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 13 ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD C3.0 FRONTAGE PLAN - PINE AVE. & BLACK CAT RD.
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 DRAWINGS: (2017 EDITION) C3.1 STREET PLAN & PROFILE - TESSA >_
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 THEWASTEWATER RULES (IDAPA 58.01.16). 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES AT C3.2 STREET PLAN & PROFILE - QUARTER HORSE - TRAQUAIR
208-387-6284. U
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. SEEPAGE 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT C3.3 STORM DRAIN DETAIL SHEET
BEDS, DRAINAGE SWALES). MARKINGS. C3.4 FRONTAGE AND STREET DETAIL SHEET
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER C4.0 MASTER UTILITY PLAN
SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. STREET LIGHTING
C4.1 SEWER LINE A - PLAN & PROFILE
SEWER 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE C4.2 SEWER LINE B & LINE C - PLAN & PROFILE
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE.
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT C4.3 SEWER LINE D - PLAN & PROFILE
THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. HTTPS://CMZENPORTALMERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. C4.4 PRESSURE IRRIGATION PLAN W
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2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE C4.5 STREETLIGHT PLAN =
IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER AND ASSOCIATED WIRING.
MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN C5.0 SITE GRADING PLAN
ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER
430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). METERS. C6.0 GRAVITY IRRIGATION PLAN
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3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN
MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS =
LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION.
542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY OWNER/DEVELOPER SURVEYOR
RULES (IDAPA 58.01.16). CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS.
KB HOME IDAHO, LLC
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A SABRINA DURTSCHI IDAHO SURVEY GROUP, LLC
STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 1299 N. ORCHARD ST, SUITE 210 9955 W. EMERALD ST
DRAINAGE BOISE, ID 83702 BOISE, IDAHO 83704
208-250-6161 208-846-8570
1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. SDURTSCHI®KBHOME.COM
PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND
1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE
LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT..
2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING ENGINEER GEOTECH N o
TRENCHING OPERATIONS. z �
3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. CK-ENGINEERING E rn w
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4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN 1300 E. STATE ST, SUITE 102 2791 SOUTH VICTORY VIEW WAY W "oMo M a o
THE CENTER OR EDGE OF A TRAVEL LANE. c
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208-639-1992 � w o Q � w N
5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION LP cv
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6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. W
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- BENCH MARKS - - LD-RSUB-2023-0023 -
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ACHD STANDARD REQUIREMENTS � u w
NAVD 88 DATUM CITY OF MERIDIAN SPECS Q w < w
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1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND BEFORE DIGGING, CALL o u o � o
STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DIGLINE AT 1-800-342-1585
DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY Vmm9mml6
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DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: N/A INITIAL POINT ■ ■ <Q,S
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City of Meridian, Ada County, Idaho. p
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589'11'35"E 793.42'
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in ao I co I I 1 u� : 6 O I ,ri Deed Inst No.s: 2020-034862
I 94.58 'r? I 10.0 --I 1 i i 1 'e ROS No.'s: 1655, 3245, 6948, 9481 and 13655 Q�- L'1N0
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f i i 23.5 23.5 1, O i Z i !'------ 89.22'______ The purpose of this survey is to subdivide the property shown hereon. The C
b 1 23.5 1 23.5 °i -7 property is as shown on Record of Survey No. 13655, recorded as Instrument No. z
I N8971'55 W----- !� -------____� I �- ,� N I b i 2022-083532, records of Ada County, Idaho. The property is adjacent to Record W M o 0
�____ ll !. l\ c O I N of Survey No. 1655, recorded as Instrument No. 91964, Record of Survey No. 3245, W
I 24.92' 94.58' 78.21 `----_ i I recorded as Instrument No. 95043060, Record of Survey No. 9481. recorded as z "' o I
I u7 N8437 " 65'1i' �� I \��, __� (Note 12) 1 °� Instrument No. 113068085 and Costlebrook Subdivision No. 2 as filed in Book 89 of o N N w
w 143.32' !� __j Plats and at Pages 10346 through 10348, records of Ada County. Idaho The J `V = o
3&0' Y o°si i- - _ `� / 68.40'-" C5 monuments found per said Record of Surveys and plat are in substantial z "' w z m o
I 7.50 1� ~ - _ 843`"yy 222 36' ;o N84 37'46"W agreement and were held as controlling comers. UJ o ¢ " "' LLJ
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10.00' W. Quaterhorse pr. ~ ' ` - - , _ N 108.16' The Basis of Bearings for this plat is taken to be S00'38'S5"W between the found '�' � 00 m
119 59' 82-50' Width Varies - - _ NB437'4r" C6 N monuments at the 1/4 corner common to Sections 9 and 10 and the Section m o i
274.99' ~ - - _ _ __ _ _ comer common to Sections 9. 10, 15 and 16, T.3N., RAW. B.M., Ado County, z �
25.0' N N89'21'54"W 487.09' A.C.H-D. R.o.W. _ Idaho,
b ~ Width Varies - Inst. No. � = Q J
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S.16 S.15 Job No. 23-335 (208) 846-8570
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1. A ten (10) foot wide property drainage, pressure irrigation and public utility - C::]
easement is hereby designated along all lot lines common to a public (D
right-of-way and rear lot line unless otherwise delineated and referenced. A five (D Z
(5) foot wide property drainage and pressure irrigation easement is hereby 0 U� LL
designated along each side of interior lot lines unless otherwise delineated and Line Table Curve Table = O
referenced. Li (f�
ne Bearing Length Curve Length Radius Delta Chord Bearing Chard Length � � O U
2. Any resubdivision of this plot shall comply with the applicable zoning regulations L1 S89'11'35"E 38.00' C1 20.46' 13.00' 90'10'20" S45'43'15'W 18.41' O 0
in effect at the time of resubdivision.
L2 S63'49'46"W 31.98' C2 73.83' 23.50' 180'00'00" S00'48'25'W 47.00' LL m 0
3. Minimum building setback lines shall be in accordance with the zoning ordinance L3 S62'30'10"E 31.97' C3 73.83' 23.50' 180'00'00" N00'48'25"E 47.00' w Q Q
of the City of Meridian at the time of issuance of any building permit. All lot, m L-LJ
parcel and tract sizes shall meet dimensional standards established in the L4 S45'43'15'W 28.24' C4 20.38' 13.00' 89'49'40' N44*16'45"W 18.36'
zoning ordinance. L5 N45'43'15"E 14.55' C5 2.67' 76.50' 2'00'12" S85'37'52"E 2.67' Z
4. The bottom elevation of all structural footings shall be set a minimum of L6 S41'51'23"E 26.76' C6 4.61' 100.00' 2'38'33" S85'57'02"E 4.61' L_L1
12-inches above the highest established normal Ground Water Elevation. L7 S48'08'37"W 23.89' C7 1.70' 23.50' 4'09'11" S88'43'50"W 1.70'
C8 48.06' 23.50' 117'10'30" S28'03 L8 N41'51'23"W 20.95' '59~W 40.11'
5. Irrigation water will be provided by Nampa Meridian Irrigation District in 0
compliance with Idaho Code Section 31-3805(1)(b). Lots within this subdivision L9 N89'21'55'W 29.85' C9 24.06' 23.50' 58'40'19" S59-51.25"E 23.03'
are entitled to irrigation water rights, and will be obligated for assessment from
Nampa Meridian Irrigation District. Maintenance of any irrigation or irrigation 1-10 N8911'35"w 31.68'
drainage pipe or ditch crossing a lot is the responsibility of the lot owner unless L11 N89'11'35w 30.32'
such responsibility is assumed by an irrigation/drainage district.
6. Lots 1, Block 1; Lot 1, 6, and 17, Block 2; are common lots which shall be
owned and maintained by the Horse Meadows Homeowner's Association. All
common lots are subject to a blanket public utility, property drainage and
pressure irrigation easement.
7. A portion of Lot 1, and all of Lot 17, Block 2 is subject to a City of Meridian
Water Main Easement, Inst. #:
8. Direct lot/parcel access to N. Black Cat Rd and W. Pine Ave. is prohibited.
9. This development recognizes Idaho code, title 22, chapter 45 Right to Farm Act,
section 22-4503, which states "no agricultural operation, agricultural facility or
expansion thereof shall be or become a nuisance, private or public, by any N
changed conditions in or about the surrounding nonagricultural activities after it
has been in operation for more than one (1) year, when the operation, facility LL
or expansion was not nuisance the time it began or was constructed. the O
provisions of this section shall not apply when nuisance results from the
improper or negligent operation of an agricultural operation, agricultural facility Q
or expansion thereof." Z CAI
10. ACHD Permanent Easement- See Instrument No. LL-
11. Lot 6, Block 2, is servient to and contains the Ado County Highway District
storm water drainage system. These lots are encumbered by that certain master
perpetual storm water drainage easement recorded on November 10, 2015 as
Instrument No. 2015-103256, official records of Ada County, and incorporated
herein by this reference as if set forth in full (the "master easement"). the
master easement and the storm water drainage system are dedicated to Ada
County Highway District pursuant to Section 40-2302, Idaho Code the master
easement is for the operation and maintenance of the storm water drainage
system.
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12. Lots 9, Block 1 and Lot 1, Block 2 is subject to a City of Meridian Sanitary NKI LANp Q
Sewer, Water Main Easement and Emergency Access Easement Agreement as 5�\��"OENSF sG� o
delineated and referenced - See Instrument No. s 2022-065022 and /" ? CN
2022-065023. 11779 W N `� V)
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DAH O 9955 W. EMERALD ST.
SURVEY BOISE. IDAHO 83704
Job No. 23-335 (208) 846-8570
Sreet 2 _�r -� l: CROUP, LLC VIIWW.IDAHOSURVEY.COA�1
P:\Horse Meadow Sub 23-335\dwg\P1at\Horse Mendaws.dwg 2/29/2024 11:16:45 AM
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Certificate Of Owners Acknowledgment Z C::]
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Know all men by these presents: that KB Home Idaho LLC, a Delaware Limited Liability Company is the Owner of the State of Idaho (D = C/-) Z
Property described as follows: S.S. _ LL
County of Ada Q
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A parcel of land situated in the Northwest 1/4 of the Southwest 1/4 of Section 10, Township 3 North, Range 1 West On this day of 2024, before me, the undersigned, a notary public in and for said Lii U
of the Boise—Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows: state, personally appeared Tony Richelieu, known or identified to me to be the Secretary of KB Home Idaho LLC, _
a Delaware Limited Liability Company, or the person who executed the instrument on behalf of said Limited O O Q
Liability Company, and acknowledged to me that said Limited Liability Company executed the same. LL m 0
Commencing at the 1/4 corner common to Sections 9 and 10, T.3N., RAW., B.M., from which the Section corner LiJ
common to Sections 9 and 10, 15, and 16, T.3N., R.1 W., B.M., bears South 0'38'55" West, 2653.02 feet; thence on the In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate LLJ
north boundary line of the Northwest 1/4 of the Southwest 1/4 of said Section 10, coincident with the south boundary first above written.
line of Castlebrook Subdivision No. 2 as filed in Book 89 of Plats at Pages 10346 through 10348, records of Ada County, Z
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Idaho, South 89'11'35" East, 38.00 feet to the POINT OF BEGINNING; W�
thence continuing South 89'11'35" East, 487.09 feet; O
My Commission Expires Notary Public, State of Idaho =
thence leaving said north boundary line on a line parallel with the west boundary line the Northwest 1/4 of the Residing In __ Idaho
Southwest 1/4 of said Section 10, South 00'38'55" West, 420.44 feet;
thence leaving said parallel line, North 89'21'54" West, 487.09 feet to the east right—of---way line of N. Blcck Cat
Road;
thence on said east right—of—way line, North 00'38'55" East, 421.91 feet to the POINT OF BEGINNING.
Containing 4.710 acres, more or less.
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to
the public, the public streets as shown on this plat. The private roadway and easements indicated on said plat are not
dedicated to the public. However, the right to use said easements is perpetually reserved for public utilities and for such
other uses as designated hereon, no permanent structure other than for such utility purposes or such other uses are to Q
Certificate of S Q_
Surveyor be erected within the limits of said easements. All lots in this plat will be eligible to receive water service from an Y
existing City of Meridian main line located adjacent to the subject Subdivision, and City of Meridian has agreed in writing LL_
to serve all the lots in this Subdivision. I, Cody M. McCammon, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, I 0
and that this plat as described in the "Certificate of Owners" is drawn from an actual survey made on the Z
ground under my direct supervision and accurately represents the points platted thereon, and is in conformity
KB Home Idaho LLC, a Delaware Limited Liability Company with the State of Idaho Code relating to plats and surveys. LL_
Tony Richelieu, Secretary \ONPL LANp S l
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11 779
Cody M. McCommon �Z �zY o P.L.S. No. 11779 0
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I DA H O 99551N. EMERALD ST.
SURVEY BOISE, IDAHO 83704
Job No. 23—335 (208) 846-8570
SI eet 3 Of GROUP, LLC WVVVV.IDAHOSJRVEY.COM
F-`,Horse Meadow Sub 23-335\dwg`�,Plat`;,HDrse �!eadows-dwg 2/29/2024 11:18:31 AM
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Heolth Certificate Certificate Of County Surveyor U CD =
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Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according to I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I (D
the letter to be read on file with the County Recorder or his agent listing the conditions of approval. have checked this plat and that it complies with the State of Idaho Code relating to plats and z 0
Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho Code, by the surveys. — m >—
issuance of a certificate of disapproval. (D
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Central District Health Date County Surveyor LU Q Q
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Approval of Ada County Highway District Certificate of County Treasurer.
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The foregoing plat was accepted and approved by the Board of Ada County Highway District I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the =
Commissioners on the day of 20 requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent county
property taxes for the property included in this subdivision have been paid in full. This certification
is valid for the next thirty (30) days only.
Commission President
County Treasurer Date
Approval of City Council Q
I, the undersigned, City Clerk, in and for the City of Meridian, Ada County, Idaho, do hereby certify County Recorder's Certificate W
that at a regular meeting of the City Council held on the day of W C)
20 this plat was duly accepted and approved.
State of IdahoQ
ss. Instrument No. Z
County of Ada LL-
I hereby certify that this instrument was filed at the request of Idaho Survey Group, LLC,
at minutes past o'clock M., on
City Clerk this day of 20 in Book of Plats at
Pages through
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Approval of City Engineer N
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1, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve z N
this plat. Ljj �'
Deputy Ex—Officio Recorder Z o (0 �
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0oy4 Mc PO M�oz I DAH O 9955 W.gOISE ID HO 83D ST.
Job No. 23-335 SURVEY (208) 846-8570
Sheet 4 of 4 GROUP, LLC vVWW.fDAHOSURVEY.COM
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KEYNOTES p
2555
SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT. 00
N _-_-\ 1 REPAIR PER ISPWC & ACHD SD-301, SD-303 AND SD-806. Z
54.54SC 0
(5'4.89EG) (54.45EG) ------_ ---_-__----- 0 30' 60' cf)
(54.51EG) (54.54EG) (54.81EG) 55.06EG) 55' 'F 55.30EG) PINE AVE. 6 O INSTALL SHALLOW INLET DETACHED SIDEWALK PER ACHD SUPPLEMENTAL >
INT PINE - BLACK CAT 54.58SC 5+00 /-(54.41 EG) r ( ,,-2 ( (55.52EG) (56.01 EG) -25l' (56.50EG) (56.56EG) (57.49EG) (57.65EG) 58.13EG) 2 DRAWING SD-715. SEE PLAN FOR TVC ELEVATION AND STATIONING.
STA: 4+40.52 I 54.47EP I I 54.91 SC10 / I ' 7+100f I ''�'�� 8+0 2`S� r+,00 g+g ( SCALE 1" = 30' wi4.18SC 54.52SC 54.67SC o b 54.97SC 55.12SC 55.34SC 55.60SC r I �5 INSTALL BIORETENTION SWALE #1 PER ACHD STORMWATER DESIGN
- - 7_54.58SC-�- - - - - ' 54.74EP - - - �� -�- - - - 55.47EP �_ - - - 56.12SC�- - - - - 56.60SC� -��56.67SC 57.16SC (57.04EG) 57.62SC 57.76SC 58.26SC O STANDARD DRAWING BMP 30. TOP OF BANK TO BE W'xL' = 8'x56'. SEE Z
54.41 EP co _
EG) �O �� 56.57EP - - - I;- 57.54EP - - - - - - DETAIL SHEET C3.4. J
/ I - I� 58.16EP (11
_- __-____ ----- - _-_ \��� -_- I iNOTESO4 INSTALL BIORETENTION SWALE CHECK DAM#1 PER BMP 30. STA: 7+53.78.
---- -___ ______--� --- -__-_ 1 1.) COORDINATE WITH IDAHO POWER TO
-- - --- --- ---2556------ ---------
- --
>SC ------------ -- --/ - ----- ---------------- RELOCATE EXISTING POWER POLES WITHIN
�._-- m - -- - - - _ �I
5 _ - ---------
m
5 - - - - ---
'Z o o b - - - - - - - - - - - - ... --- ----- ----- ---- BLACK CAT RD. AND PINE AVE. RIGHT OF
06% j o r' c �? o o - - - - - - - - - -� - - - - m _ _ I 1 INSTALL BIORETENTION SWALE #2 PER ACHD STORMWATER DESIGN O
co o " " �' c� �' c� c� o GIR b .":: -- - - -�� ►� WAY. O J
N cn � \\ c � v v 5 STANDARD DRAWING BMP 30. TOP OF BANK TO BE W'xL' = 8'x56'. SEE O
/� rn N cn ao o �, \ 1 DETAIL SHEEP C3.4.
LJ
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+1 I � \ + a n m 9+65.65 16.50'R 1
6 INSTALL BIORETENTION SWALE CHECK DAM#2 PER BMP 30. STA: 6+97.28.
/ \ 0O � 58.60 NC '1
°' I i \\ w ' 1 z 0 8+38.74 41.98'R i 8+69.78 43.58'R __i j INSTALL BIORETENTION SWALE 3 PER ACHD STORMWATER DESIGN
56.40 TRC z j 56.67 TRC ---\2556' I O7 STANDARD DRAWING BMP 30. TOP OF BANK TO BE W'xL' = 8'x106'. SEE 0SEE THIS SHEET SEE SHEET C3.1 DETAIL SHEEP C3.4. V Z
OINSTALL BIORETENTION SWALE CHECK DAM#3 PER BMP 30. STA: 5+90.78. 0 W
2555 \
cy- ��� INSTALL BIORETENTION SWALE #4 PER ACHD STORMWATER DESIGN n/ _
STANDARD DRAWING BMP 30. TOP OF BANK TO BE W'xL' = 8'x81'. SEE L.L
N O o Q
- DETAIL SHEEP C3.4.
m J 5y//��� PINE AVE. ----- 56���i \-�---------��T IL 0 m 0
8 ,25
/ 6 5 4 ��. 10 INSTALL BIORETENTION SWALE CHECK DAM#4 PER BMP 30. STA: 5+09.12. � Q
1 5 '
1 54.40FG 2 9 54.70FG 2 0 - 7 55.430FG2 55.90FG 1
INT PINE - BLACK CAT - 10 - - - - - - - - - - - - - - - - - - n _ _ _ 2 3 / _ 1
STA: 4+40.52 / 53.70BOT 53.70BOT `g - - - - 26INSTALL BORROW DITCH #5 (PER DETAIL 5 OF ACHD SECTION 8200). SAND
54.30B54.30BOT 54.90BOT 54.90BOT 55.47BOT 56.47FG ' M- - - - - - - - ' - - - - WINDOW TO BE 120SF. SEE DETAIL SHEET C3.4.
r54.03EP r _ - - 56.58SW'-� 56.86LI �- 57.16SW 2
5 --
I ---- 53.40BOT .'"'."•- .��=_.--- ---- _ ------- - -_ ____ --_- --- --57 m `�1
--2556-___________________ __ I 12 INSTALL BORROW DITCH #5 CHECK DAM. STA: 3+37.58.
:•'-54.70FG -------
--- --- -- ------------ 1...... ::::::. :::. :. :::. :: _ _ 56.66SW _ +
-- ---------- - -
�,255 54.51 SW - - - _ 55.90FG -- - ------- ---- _ _ O
.......:..
54.53SW 54.78SW LLI
IR 56.86SW 56.46LIP ,
SEE THIS SHEET 54.54SW ` 54.83SW 54.90SW 55.06SWL 55.18SW 55.35SW 55.43SW 55.49SW GIR 56.00SW \\\ 56.86SW 1 1 57.78SW1 13 INSTALL BORROW DITCH #6 (PER DETAIL 5 OF ACHD SECTION 8200). SAND
/ I 1 WINDOW TO BE 60SF. SEE DETAIL SHEET C3.4.
I \ w lI II 1
I \ 56.70SW , 1 I 57.25SW 1
1 1
\ \\ 56.67SW 56.66CL � 56.80SW \ �\ `,
I \ \ w 14 INSTALL BORROW DITCH #6 CHECK DAM. STA: 2+87.58.
\\\ I z 56.67SW-- \
\\ ! I -- \2556' I i INSTALL BORROW DITCH #7 (PER DETAIL 5 OF ACHD SECTION 8200). SAND
f
SEE SHEET C3.1 15 WINDOW TO BE 46SF. SEE DETAIL SHEET C3.4. <
0
16 INSTALL BORROW DITCH #7 CHECK DAM. STA: 2+47.99.
1 INSTALL BORROW DITCH #8 (PER DETAIL 5 OF ACHD SECTION 8200). SAND
W WINDOW TO BE 90SF. SEE DETAIL SHEET C3.4. Z
BLACK CAT RD FRONTAGE
Q
18 INSTALL BORROW DITCH #8 CHECK DAM. STA: 1+88.49.
INSTALL BORROW DITCH #9 (PER DETAIL 5 OF ACHD SECTION 8200). SAND W
/ Lj 1 I WINDOW TO BE 60SF. SEE DETAIL SHEET C3.4. m
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INSTALL BORROW DITCH #9 CHECK DAM. STA: 1+38.49.
� I
53.95SW I i _ 49.52SW 49.30SW 0 30' 60' 0
53.86SW 53.43SW I 52.82SW 52.13SW i 51.73SW 51.33SW 50.78SW O 50.12SW 49.17SW 21 INSTALL BORROW DITCH #10 (PER DETAIL 5 OF ACHD SECTION 8200). SAND
- - - - - rt - - - - - -I _ - _ WINDOW TO BE 60SF. SEE DETAIL SHEET C3.4. W
- - - -� - - - - - - - - - - - - - - LL
48.98SW
- - - - - - - - - - - - - - -
SCALE 1 30 Q
`,��jIII 53.86SW 52.25BOT 53.25FG �`� 52.50FG 51.85FG 51.80FG 51.40FG 51.15FG 50.50FG �' O
CC`` 49.88FG 22 INSTALL BORROW DITCH #10 CHECK DAM. STA: 0+87.99.
\ /�U) 50.50BOT 50.50BOT 50.30BOT 49.15BOT 48.50BOT _
! 49.1560T
\_
�J FA 53.75FG 51.75BOT 51.2560T 49.85BOT 51.80FG 9.90BOT 49.4060T 48.50BOT 47.88BOT ��� I �5�° NOTES 23 INSTALL BORROW DITCH #11 (PER DETAIL 5 OF ACHD SECTION 8200). SAND
Q \ 03 --53.25FG ___
WINDOW TO BE 37SF. SEE DETAIL SHEET C3.4.
w d33 52.50FG 93 93 51.40FG)3 51.15FG 50.50FG__, - 48.30EP _I 1.) COORDINATE WITH IDAHO POWER TO
54.03EP N d 3 d3 d3 d3 d3 d3 - d3 ��.�- RELOCATE EXISTING POWER POLES WITHIN
0 53.94EP a, 53.46EP 52.74EP 51.93EP P 25 BLACK CAT RD. AND PINE AVE. RIGHT OF N
'2555, I - - - - - - - - - - - - mt ---- M} 50.87E o O INSTALL BORROW DITCH #12 (PER DETAIL 5 OF ACHD SECTION 8200). SAND
51.65EP rn 51.45EP 2551-- rn 49.59EP
\ - - - - -�s - - - - - - - - - - - - - - - - - - � - - - - - - - _ _ _ �49.25EGR 48.65EGR WINDOW TO BE 32SF. SEE DETAIL SHEET C3.4. o
- -
1 54.09SC 2S 53.61 SC s� 52.90SC 255 s - o-
S4 52.10SC 2 51.82SC 51.62SC �51.05SC
_ 49.77SC 48.40SC� �
(54.29EG) (53.80EG)-/ (53.05EG)-/ 52.29EG)� INSTALL 4FT ASPHALT PATHWAY FROM NEW SIDEWALK TO NEW EDGE OF Q
INT PINE - BLACK CAT ( (51.98EG) (51.75EG) (51.17EG)� 25
STA: 4+40.52 (49.86EG) (48.48EG) O PAVEMENT. � No
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BLACK CAT RD. STA START: 0+00.00 ? w rn
N
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26 BEGIN FRONTAGE IMPROVEMENTS FOR PINE AVE. STA: 9+56.65. SEE DETAIL 6' �
SHEET C3.4. W N I N
W -� M o 0
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OEND FRONTAGE IMPROVEMENTS FOR BLACK CAT RD. STA: 0+00.00. SEE ♦♦^�^ o N N w
27 cn
DETAIL SHEET C3.4. V _ N = o
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INSTALL 20FT WIDE GRAVEL ROAD FOR SECONDARY EMERGENCY ACCESS AND ui w ¢ o o ' w'
1 i� I j I I 28 UTILITY MAINTENANCE ACCESS. ROAD SECTION TO BE 6" 3/4" ROAD MIX OVER o
j w 1 COMPACTED SUBGRADE. ♦ ` �' 00 m
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1 I SEE GRADING PLAN FOR Q w w
PRIVATE BORROW DITCHES. o v o o
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- - - - f - - - - - SIDEWALK TO BE 6" THICK
- - - - - -
- - - - - - - - - - - - - - NA
- - - -
- s ACROSS SECONDARY
N
......... F
9 I . .. . . . . ...... .. ....... . . . . ..... EMERGENCY ACCESS WAY. i2
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03 01 24
24
N F C�ONSTf� �, I N
`\ 3� d33 03 93 _ 03 �3 �3 _____ I �__i TOTE OF I�P�
a d3 d3 -d3- --- 3 - d3 '---- -
z - - - - - - _ _ 20 21
11\ 4+100 13 _ 14 15- -+- 16 ( 1 ) - 17 18 - 19 I - - _- -- - - \\ - _ - - - 1 SHEET
3+00 �� 2+00 1+100 �� 27
INT PINE - BLACK CAT 0+
STA: 4+40.52 BLACK CAT RD.
STA START: 0+00.00 ■ O
W 00
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SEE SHEET C3.0 SCALE 1" = 30' z
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11
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I Q � E !o � � � o �--2555' 1(I CATCH BASIN #1 - 2553.10' TRC, 2550.10 12" INV. PER ISPWC AND ACHDO II - 3+81.39 16.50'Rf M56.58 TRC /\ ��� �I co I m `D /�.�\\ I SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25=0.91CFS, Q100=1.28CFS). ! ,
cD O Ll-) " N O \\ O v
j + "' + "' + �_ n o + �� N', I INSTALL f29LF OF 12" C-900 ® 0.34%
8
\� I "' N ��' N N + + + 2 12" INV. AT CB#1 = 2550.10'
\\ ly I 1+56.09 16.50'R o o I 12" INV. AT CB#2 = 2550.00' z
4.43% I 53.10 TRC
- TRC, 2550.00 12 INV. PER ISPWC AND ACHD--- - - � ------ �� / CATCH BASIN #2 2553.08' T C rr nn
i
" V
4+20.84
'�° I 3 - -
�' _ I/f I O SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25-0.36CFS, Q100-0.51 CFS). 11 Z
57.16 CL I 1. d 1 I -
�' of
3+81.38 ��' 1+60 °'� 1+56.09 0+00 Q W
I s I TI - N. TESTA AVE. 0+39.65 I INSTALL f 17LF OF 12" SDR-35 @ 7.10%
s� 1, 56.66 CL 11 o o ��\�\ 53.22 CL - 53.18 CL 53.91 CL O
1. 0 - --1 + o o - ��` 53.64 CL 4 12" INV. AT CB#2 = 2550.00'
4+30.01 I it 4 �1 3+00 M ��2+00 2 1+00 0 00/ I # O
I- I 12" INV. AT S&G TRAP 1 = 2548.80' uj
h 1,1 1+70 I� 0+33.60 \ /
/ $ I I` I 53.32 CL 1 �` 53.67 CL I O O O
Q III ! / INSTALL 1-1000 GAL. SAND AND GREASE TRAP #1 PER ISPWC SD-624. SEE
0 `� 53.42LIP" ' DETAIL SHEET C3.3.
0 0 0
o INSTALL f12LF OF SOLID WALL 18" SDR-35 Q 0.00% SLOPE.IK
w Q Q
J os I O 5LF TO EXTEND INTO SEEPAGE BED. L_LJ
o / J J J 1+70 16.50'L 4 1+36.83 16.50'L SEE SEEPAGE BED DETAIL ON SHEET C3.3.
Lo
+81.64 16.501 / o 0 0 53.24 TRC O c 7= 53.17 TRC J
Of (6U Z
56.58 TRC / �'� co � " lu,
I Ln
/i � L 0 � i' 00
5 o o r /��� 2553 Q �j INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627. W Q
cy
04 UL', -
I I I N U M 00 ro
0 0 I TRANSITION FROM 3" ROLLED CURB AND GUTTER PER ISPWC AND ACHD
O O O O O U I O SUPPLEMENTAL DRAWING SD 702 TO 6" VERTICAL CURB AND GUTTER PER
N ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-701. 0 LLJ
`n
Ln
U-)TIT- I I
�I
SEE SHEET C3.0 SEE SHEET C3.2 STANDARD STREET NOTES:
1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT.
2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN
2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES
PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID
INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS
NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'
3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR
FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED L L
WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY
NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. Lj__
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION O
FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Q
TESSA PROFILE U� �
4+30 4+00 3+00 2+00 1 +00 0+00 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. U)
6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS W
OTHERWISE CALLED OUT.
VERTICAL SCALE 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS
OTHERWISE CALLED OUT.
0 3' 6' 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH
ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
SCALE 1 = 3' 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS.
CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF
REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD.
2560 0 2560
N to M p
+Lo CO
N L0
m +LO
CD fM N
m N
C' O
I
FINISHED GROUND o i
I oo M o'-s 0+39.65 +cq � o"� V o
2555 1 . . . . . . . . . . . - - - _ _ _ _ _ ±N ±N GB 2553.64 0, ? W
m 2555 o I
I I - - - _ - - - - - - - - GB 2553.18 - N 0
EXISTING GROUND - - - -0.40% -0.73% W o 00 ,
- .40% ♦^ Q J clio �\ � cn
1.04% V
1CD
12" C-900 IRRIGATION CROSSING .04% z Lu
L'i< z m o o j
W < u O MCD
W
CD
tl O
V � m m
m 0 /
2550 2550 z Y
< LJ
= Q -
12" C-900 STOR DRAIN CROSSING v
NOTES Sip N A F
1.) ALL STORM DRAIN MANHOLES SHOWN g N
SHALL BE PER I.S.P.W.C. AND ACHD
SUPPLEMENTAL DRAWINGS SD-611.
a T PR 1;
2.) ALL STORM DRAIN PIPE SHALL BE 03/01/24
SDR-35 UNLESS OTHERWISE CALLED OUT.
4 2545 255
F C�ONSTf� �, I N
4+30 4+00 3+00 2+00 1 +00 0+00 TOTE OF\OPT
SHEET
C3 . 1
LTD
00
Lo
w N
N
E KEYNOTES cY)
O
O
CINSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE PER ACHD co Cn
S SD-1132A. I z
Ir- O_
OCATCH BASIN #5 - 2553.02' TRC, 2550.00 12" INV. PER ISPWC AND ACHD ~ cf)
SUPPLEMENTAL DRAWING SD-604A TYPE IV (025=0.07CFS, Q100=0.90CFS). Q
0 30' 60' 0 30' 60' LLI
INSTALL f13LF OF 12" C-900 @ 0.38% 7
12" INV. AT CB#5
18 SCALE 1" = 30' SCALE 1" = 30' O 2= 254'
J
12" INV. AT SDMH #1 = 2549.95'
O OCATCH BASIN #6 - 2553.02' TRC, 2550.00 12" INV. PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD-604A TYPE IV (025=0.38CFS, Q100=0.53CFS). Q
53.63LIP oo 53.17LIP SEE SHEET C3.1 INSTALL f11LF OF 12" SDR-35 @ 0.45% J
x c�0
BLOCK ' O5 12" INV. AT CB#6 = 2550.00' J Z
53.96 TRC ��0 0+64.94 2.00'R 2 x O I i 12" INV. AT SDMH #1 = 2549.95' Q O
1+10.50 2.00'R 53.38 TRC 12 SEE THIS SHEET 9 (� Q
U � �
17 ; O n CATCH BASIN #4 - 2552.06' TRC, 2549.00 12" INV. PER ISPWC AND ACHD u
2 1 Q% c, Pf
o o o `� er I I O SUPPLEMENTAL DRAWING SD-604A TYPE IV (025=0.38CFS, Q100=0.53CFS). \
cD �' `c' ]u)
"' 3+68.88 16.50R o �-
13 3+68.88 �; ";
47.00' rn ~ 53.01 CL m 52.93 TRC �� CITY OF MERIDIAN SEWER �;
O m 11 - � o 52.93 TRC > AND WATER EASEMENT N a rn INSTALL f12LF OF 12" SDR-35 0.42% Z
0+34.62 2.00'R N a 3+15.18 21.79'R rn r, rn
33. 0' ao ai �i N
m "' "' M o c� 53.22 TRC `" o+ o O7 12" INV. AT CB#4 = 2549.00' ^
53.23 TRC + + + + 3+68.88 16.501E Q Ki 1+37.81 22.95'R (n �, v
'zfO `- 3+01.63 16.50'R + 53.63 TRC 9 i 12" INV. AT SDMH #3 = 2548.95' Z
5+38.94 16.50'R 10 2+69.15 16.50'R N - o
53.06 TRC 3+68.88 16.50'R - z 53.15 TRC
�ti0Q 0 53.01 LIP 53.02 TRC 1+52.53 16.50'R ^ `O O CATCH BASIN 3 - 2552.12' TRC, 2548.90(12" INV. PER ISPWC AND ACHD 0 (�
0 g 52.93 TRC � .- �- # W
2 53.52 TRC o+ SUPPLEMENTAL DRAWING SD-604A TYPE IV 025=0.37CFS, Q100=0.51CFS . O
W - EG 9� 3+35.23 �- 0+04.71 16.50'R o
9 1 W
o+o : ::;y:::::::
.......:.:.....:.:.....:.....
17 O 2 3+01.63 ••""""`'� ��`•�:�:�.... ............. �i INSTALL f14LF OF 12" C 900 @ 0.36% � U
5+75.55 5+38.94 / 53.37 CL O 3 ix 54.26 TRC o �/
/3, 4+47.10 N. TRAQUAIR PL. U) 53.23 CL °� SDMH 1 '
54.24 TRC 53.53 CL 53.14 CL SDMH 3 2552 12" INV. AT CB#3 = 2548.95' L.L
52.24 CL �2553' 53.42LIP / �� 12" INV. AT SDMH #3 = 2548.90'
_ o o STA: 4+52.80 I� STA: 2+69.15 O O
- - - N 3+35.23 16.501E +00 w QUARTER 19 2g '�� %.:...........
1+77.43 2.00'R 5+7 .55 /� 5+00 4+59.12 4+00 = - - 53.29 TRC SDMH 2 9 2+69.15 �� _ o HORSE DR.
4+37.10 3+68.88 o• INSTALL f18LF OF 12" SDR-35 0.56% IL 0 0
53.91 LIP S 52.20 CIL 67 n H STA: 3+35.23 ��� 53.10 CL + 2+100 - 0+79.28 0 -�`
O 3+57.22 ti`' 6 52.28 CL 53.01 CL _ _ _ 5 _ 54.05 CL ; 1 10 12" INV. AT CB 3 = 2548.90' Q Q
N 0+00 12" INV. AT S&G TRAP #2 = 2548.80' W
20 7 / 1 W 52.90LIP - - - _ - - ------- - 1+52.53 -I - LJ�
o 00, y : : : : : : : : :. W 5 - 53.60 CL 1+00 54.37 CL
1+12.88
o T (/� 52.84EP- - 4 - r i
N 3.00EP _ 53.91 CL -`� co - ------ INSTALL 1-1000 GAL. SAND AND GREASE TRAP 2 PER ISPWC SD-624. SEE
52.60FG 52.03BOT :"': , 11 #
14 51.8460T 16 0+04.71 0 00 DETAIL SHEET C3.3.
N 54.34 CIL W Q
4+37.10 16.501E 53.03FG 2+69.15 16.50'L
2.3 % o / o 0 0 0 52.14BOT U o J :C
..........
5+39.16 16.501E r' c� c� 52.20 TRC �, �, ,n 15 52.0360T �, 53.02 TRC s
..........
.......... _
O h� �- o s 12 INSTALL SEEPAGE TRENCH #1. SEE DETAIL SHEET C3.3.
53.06 TRC ti `� C2 `� cn U n
o / m o I `� o o o `� c� o x 2SS4 1
3+22.73 2.00'R N o i N N ��-- N o °' m ^ -
� � o N � N � � W
17 o O 53.23 TRC ' I + n + INSTALL t12LF OF SOLID WALL 18" SDR-35 @ 0.00% SLOPE.
�' 5LF TO EXTEND INTO SEEPAGE BED. SEE DETAIL SHEET C3.3.
53.97 TRC 2+91.05 2.00'R N + -
PREVIOUSLY DEDICATED � � cd c� �n
2+45.50 2.00'R Y + RIGHT OF WAY. N `�
�N 53.39 TRC O O Oo U O �, 0+00 16.501E
cv cv o+ 54.29 TRC 14 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627.
53.64LIP 53.18LIIP m o+ 1' o
FUTURE O o DEVELOPMENT
INSTALL BORROW DITCH #16 (PER DETAIL 5 OF ACHD SECTION 8200). SAND
18 15 WINDOW TO BE 24SF.
16 INSTALL BORROW DITCH #17 (PER DETAIL 5 OF ACHD SECTION 8200). SAND
WINDOW TO BE 10SF.
QUARTER HORSE-TRAQUAIR PROFILE INSTALL 3" REVERSE PLAN ROLLED CURB PER ISPWC AND ACHD
3+69 3+00 2+00 1+00 0+00 17 SUPPLEMENTAL DRAWING SD-702R. SEE SECTION DETAIL SHEET C3.4. W
TRANSITION FROM 3" REVERSE PLAN ROLLED CURB PER ISPWC AND ACHD
1 8 SUPPLEMENTAL DRAWING SD-702R TO 3" ROLLED CURB AND GUTTER PER L�
VERTICAL SCALE ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-702 THROUGH RADIUS. I O
0 3' 6' 19 RELOCATE OVER-HEAD POWER. COORDINATE WITH IDAHO POWER. W
QUARTER HORSE-TRAQUAIR PROFILE G9�� SCALE 1" 3'
5+76 5+00 4+00 3+69 CD
2560 F� a 2560 = z
2560 2560 TFS�SF STANDARD STREET NOTES: Q
VERTICAL SCALE syssT
9• �x 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD
ox SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. W
0 3' 6'
00 ° EXISTING GROUND oo 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN
m o o 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES
_ �CD � 0+04.71 +N PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID
SCALE 1Lo
,Lq LCD q - L0� �� +N o N GB 2554.34 m INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS
+N + m� ±N m " NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'
;N �� 2555 "' M NN . . . . . . . . . . . . . . . m 2555
+ �' cma `� 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR
2555 N N o o� . . . . . - - - - - - - - - - - - - -
`" r-N r-" 2555 3+68.88. FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED `"
CD 3+68.88 -0.40% WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY
-N �N GB 2553.01 o FINISHED GROUND +N Ln + + - - -
-
_ _ _ _ - - - -O 77% 0.40% -0.50% NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC Y
CD 0.40% -0.43% SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. U
-1.06% -00% Q
0'97% 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION cv
LJ _ FINISHED GROUND FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. z oLLJ
-0.40% W (n cv
- - _ -0.40% 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. cn N
(7 rn O
EXISTING GROUND� - - - - - - - - - N N W N � � "' �
62.8 LF 12" D @ 0.23% 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS 2 o
2550 - 2550 2550 2550 OTHERWISE CALLED OUT. z � - 00 UJ
U
- �
114.3 LF 12 W W 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS J oN N = cn
N (� OTHERWISE CALLED OUT. z cn (� W o i O
W z m (n M O
8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH LLI W ¢ o M w
ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. o m
m
9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. m o
48"0 SDMH 2 48"0 SDMH 1 CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF z Y
2+69.15 0.7' L REGULATORY SIGNS ECT. MUST BE REVIEWED AND APPROVED BY ACHD. < v w
3+35.23 1.0' L RIM 2553.1 t ) = Q
RIM 2553.3f
48"0 SDMH 3 2545 12" IN 2549.80-E . 12" IN 2549.95-S .: .. 2545
2545 . . . . . . . . . . . . . . . . . . . . . . . . . . . .4+52.80 0.8' L . . . . . . . . . . . . . . 2545 12" OUT 2549.80-N 12" IN 2549.95-N
RIM 2552.2f SUMP 2547.80 12" OUT 2549.95-W
12" IN 2548.95-S SUMP 2547.95 5S\O NA L FNC
12" IN 2548.95-W NOTES
NOTES 12" OUT 2548.95-E 1.) ALL STORM DRAIN MANHOLES SHOWN T AP P ROV `;
SUMP 2546.95 a
1.) ALL STORM DRAIN MANHOLES SHOWN SHALL BE PER I.S.P.W.C. AND ACHD
SHALL BE PER I.S.P.W.C. AND ACHD SUPPLEMENTAL DRAWINGS SD-611. 03/01/24
SUPPLEMENTAL DRAWINGS SD-611. F C�ONSTF� �. N
2.) ALL STORM DRAIN PIPE SHALL BE c`S�
2.) ALL STORM DRAIN PIPE SHALL BE SDR-35 UNLESS OTHERWISE CALLED OUT. OF�OP�
SDR-35 UNLESS OTHERWISE CALLED OUT. 2540 2540
2540 2540 3+69 3+00 2+00 1 +00 0+00
5+76 5+00 4+00 3+69 SHEET
C3 . 2
Lo
00
Lo
i
NOTE: �
SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20
REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF
SEEPAGE TRENCH AND SHALL BE LOCATED ON OPPOSITE SIDE OF THE STREET FROM SEEPAGE BED. O
50' SEE TRENCH DATA TABLE - THIS SHEET O
5' FROM END OF TRENCH o
MONITORING TO ACT AS MARKER
WELL "A" - - — — — — — — — — — — - - - - - - - - - - - cn
ro L'iw Q
`°J MONITORING N
MONITOR WELL WELL "B" W
PER ACHD SD-627 ~ z
I
\ \ O O O O O O O O O O O O O O O O O O O O O O m J
/ \ 18" OUT TO F18" OUT \ — — —\v F � Is O O o 0 0 o O O o O o 0 o O O o O o 0 0 o OSEEPAGE TRENCH #1
18" PERFORATED PIPE. = Q
U
�- �- O SEE DETAIL 4 THIS SHEET. z
INSTALL SOLID CAP AT END OF
-- - - - - - -_ —_ —_ —_ _ _ _ _ _ _ _ _ _ _ J Z
SAND/GREASE TRAP PLAN VIEW PERFORATED PIPE — J N
— — — — — — — — — — — — — — — Q 0
— — — — — — — — — — LID AND/ORFLUSH
SDMH LID MONITORING WELL Q
TO BE FLUSH WITH TOP OF TRENCH TO BE A MINIMUM PER ACHD SD-627
— — — — — — — — — — FINISH GRADE OF 2.00 FOOT BELOW FINISHED GROUND, 0
— — — — — — — — — — — — — — — — — — — — TOP OF SIDEWALK AND CURB. (TYP) ENSURE WOVEN GEOTEXTILE
R ,�, FABRIC IS OVER TOP OF
NATIVE BACKFILL TOP OF TRENCH TRENCH. NON WOVEN TO BE z 0
L INSTALLED N SIDES OF TRENCH_77- V m
12" IN FROM I i�MO BE OVERINP ROCK SLOPE% MIN. a o 1 Z
12,ti�FP N #� CATCH BASIN #2 — (� W
\ \ o 0 o a a a o 0 0 o a a a a o 0 o a a a o 0
0 o a a a a o I
Lu
3/4"-2" FRACTURED DRAIN ROCK O Q
�DRAINAGEGEOTEXTILE
0 0
HS 25 RATED STRUCTURE HS 25 RATED STRUCTURE
SECTION
TYPE 1 NON—WOVEN uj Q Q
I
LID TO BE FLUSH WITH LID TO BE FLUSH WITH I I I (ISPWC SECTION 2050).
FINISHED SURFACE FINISHED SURFACE SEE TRENCH ELEVATION TABLE FOR BOTTOM ON SIDES OF TRENCH
FG ±2552.30 FG ±2553.17 1 OF BED AND BOTTOM OF SAND ELEVATIONS OVERLAP MINIMUM OF 12" Z
2548.70'TOP TOP 2548.70' (�
OF CONC. OF CONC. IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL NOTIFY ASTM C-33 FILTER SAND IN
THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE SEEPAGE ACCORDANCE WITH ACHD BMP 04
1 ( 1 BEDS TO PROVIDE THE 3'-0" MIN. CLEARANCE BETWEEN GROUNDWATER 0 L L I
20" 20" AND THE BOTTOM OF THE SEEPAGE BED. THE PORTION OF PIPE LYING IN DRAINAGE
2548.80' / � 2548.80'
SAND MUST BE WRAPPED IN A DRAINAGE
12" INV. IN ( 1 I 1 12" INV. IN GEOTEXTILE TYPE 1 (ISPWC SECTION 2050).
CATCH BASIN #3 1 CATCH BASIN #2 FOOT PLATE (TYP.) CONSTRUCT OBSERVATION WELL MUST EXTEND A MINIMUM
12" BELOW SEEPAGE FILTER SAND OF 1' BELOW BOTTOM OF THE SAND IN THE
6" MIN. \ / 2547.75' 2547.75' \ / 6" MIN.
SEEPAGE BED.
18" INV. OUT 18" INV. OUT
SEEPAGE BED #1 SEEPAGE BED #1
ACHD IS NOW INSTALLING ELECTRONIC MARKERS ON EACH CORNER
OF THE DRAINAGE FACILITY. CONTRACTORS TO COORDINATE WITH IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TESTS PERFORMED
ACHD INSPECTION FOR PLACEMENT OF THE MARKERS DURING BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE
CONSTRUCTION AND PRIOR TO BACKFILLING. ACHD IS CURRENTLY PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER,
SUPPLYING THE DEVICES. CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO
OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. A
PERCOLATION RATE OF 1 INCH PER HOUR WAS USED FOR DESIGN OF THIS
SEEPAGE TRENCH DETAIL SEEPAGE BED. ONCE BED IS FULLY EXCAVATED, CONTACT ACHD INSPECTION
1000 GAL. SAND/GREASE TRAP 2 1000 GAL. SAND/GREASE TRAP 1 SERVICES TO VERIFY RECEIVING SOILS PERCOLATION RATES.
SCALE: NTS
PER BMP-01 - NTS - PER BMP-01 - NTS - SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 PER THE SOILS REPORT PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC,
DECEMBER 15, 2023. GROUND WATER WAS NOT PRESENT IN TEST PITS 1, 2 AND 3,
AT DEPTHS OF 14.8 BELOW EXISTING GROUND. GROUND WATER IS EXPECTED TO BE
11 FEET BELOW EXISTING GROUND.
W �
SEEPAGE TRENCH DATA TABLE
APPROXIMATE
SEEPAGE TRENCH DIMENSIONS WxDxL TOP OF ROCK TOP OF SAND BOTTOM OF SAND 100 YEAR DESIGN
GROUND WATER FOUND PERC RATE
# ELEVATION ELEVATION ELEVATION ELEV VOLUME
1 30'x6.5'x131' 2750.50 2744.00 2542.50 2540.66 10397 1"/HR W
� 0
0
a5�I-�4s•
� I �
3/4" PERFORATIONS IN VALLEY
OF CORRUGATED PIPE. 5 EACH
Y
U
Z
N �
O �
w
:m
W O a I
� rn
W N � T
18" PERFORATION SCHEDULE W
p I
NTS Ld p wn N < w
N
O
W W < U O O (//)
= LJ
CD d O
O
m m
m 0 /
LIJ o
Z Y
Q w LJ LJ J
= Q
N A L
5
2
a T APPRO�,
03/01/24
F C�ONSTR,
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TOTE OF SOP
SHEET
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00
L0
i
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I
O
O
00
� z
0
cn
R �R.O.W.
48.00' w
R.O.W. R.O.W. 25.00' f 5 18.00' z
47'-0"
33'-0" V
17.00' Q
7'-0" 16'-6" 16'-6" 7'-0" 19.50' 5.00' 0.5' 0.5' 8.00' 2.00' 8.00' t5' 3.00' MIN 2FT SAWCUT. SEE KEYNOTE 1 O
J Z
2' 14'-6" 14'-6" 2' 5-0" 2'-0" 3'1 y/q� EG ELEVATION SEE PLAN VIEW Q O
SZ CUT 1 75% BLACK CAT RD. VARIES SEE PLAN `.J u
5.00% M X 2.00%
2 00%
HWL
E 2.00 2.00% SLOPE % SLOPE S\0 :� MPX —I I I I III I=1 I I—III—I
_ .. . 3.1 s\oPE ' I—1 I I=1 I I — III=1 I I III,=„I I IIl i lII I I=1 I
III III 1 1 III— 1 1——I I 3 CT 1' FLAT LANDING p 1I 1 I I—III=III 111I.II,1:. . (z
BEHIND SIDEWALK 1 I I I I 1, 1
tEl —�
�5 I I—I I I-1
—1 I M I 1 III J I—I 11—I 6" OF 3/4" GRAVEL 3„-ASPHALT `J
4L " OF 3a" MINUS CONCRETE SIDEWALK PER -III—I II II= 11-111—III SHOULDER PER ACHD
SP-3, 0.50 INCH (Y") MIX, PG-64-28. (�
MINIMUM 2 FT CRUSHED GRAVEL ISPWC AND ACHD 5' SIDEWALKS PER IS AND =15 I—I —I I I " `"+ II—�I I- DETAIL 05. _
LEVEL LANDING SUPPLEMENTAL DRAWING ACHD SUPPLEMENTAL DRAWING _ _
—III III— �--.,.—III- W
BEHIND BACK SD-709. SIDEWALK TO BE 1' FLAT LANDING IN S 1-111— I —_ I I—I GRAVEL SHOULDER
14" OF 6" SD-709. WITHIN f6" FROM BLACK CAT FRONT SIDEWALK _�VARIES III=III III- TO CONTINUE TO BOTTOM 4"-3/4" ROAD MIX W MATCH EXISTING
OF SIDEWALK 3" ROLLED CURB AND GUTTER MINUS PIT RUN —_ —_ —_ —I WHICHEVER IS LARGER W (�
PER ISPWC AND ACHD ROAD CENTERLINE ELEVATIONS 1 PER ACHD DETAIL 05. 26"-6" MINUS PITRUN �/ U
SUPPLEMENTAL DRAWING SD-702. 0.
2Y" OF ASPHALT PAVEMENT 1' MIN LEVEL LANDING O �
EXTEND BASE MATERIAL 6" BEHIND LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH (") BARROW DITCH NOTE:
CURB (TYP.) MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK TOWARD BARROW DITCH. LL
BASED ON GEOTECHNICAL INFORMATION AND w m
TYPICAL 4T ROW STREET SECTION BOTTOM TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. RECEHOUR WAS SOILS, A SED FORERCOI PERCOLATION
OF ATELL OF 1" PER W
DROUGHT TOLERANT PLANT SPECIES IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, DITCH BASINS.
- NTS - AND/OR ASTM C-33 WINDOWS IN INVERT. CLEAN PITRUN CAN BE USED AS BACKFILL. Z
BACK SLOPE OF BARROW DITCH MAY HAVE GRASS. THE CONTRACTOR SHALL HAVE PERCOLATION TEST
PERFORMED IN THE PRESENCE OF ACHD INSPECTION W Q
STAFF BY THE SOILS ENGINEER AFTER POND IS
FULLY EXCAVATED. IF THE PERCOLATION RATE IS C�
LESS THAN SPECIFIED BY THE SOILS REPORT AND
BLACK CAT RD. FRONTAGE & BORROW DITCH (PER DETAIL 5 OF ACHD SECTION 8200) DESIGNED RATE USED BY ENGINEER, CONTRACTOR C
MAY NEED TO OVER EXCAVATE POND TO REACH O W
DESIRED PERC RATE AND BACKFILL WITH CLEAN PIT
- NTS - RUN. IF PERC RATE IS STILL NOT ACHIEVED,
CONTRACTOR TO CONTACT ENGINEER FOR REDESIGN.
R R.O.W. �
28.50'
0
PAL (S) 47'-0" ROW PAL (N) 20.00' 2.00' 8.00'
33'-0"
16.50'
W W
2' 5' 16'-6„ � 16'-6" 5' 2' � 0
14.50' 5.00' 0.5' 0.5' 3.00' 1 2' 1 3.00' 2.00' 2.00' MIN 2FT SAWCUT. SEE KEYNOTE 1
14'-6" 14'-6"
�0 3.1 EG ELEVATION SEE PLAN VIEW
31 MAX CUT )-10PE1 Shop, CUT 1.75% r5.00!/-. mix ;. 2•00% VARIES SEE PLAN W
S4CpE SLOPE 2.00% f- SLOPE 2.00% 53 PX F\�� �—
5.00% MAX �N PINE A
— — — — —� � � HWL �— ,, ,.� .d
0
I I1=III I I1_ a
Fl<< C11r s\oPE ' I=1 11=1 11= I I 1=1 11=1 11=1 I I—I 11 '' �3� I I— 11=1 I I I I I
I. ' ��op �oe� � C/�
1' FLAT LANDING ' —III=I I II =111—III— �' S1 S 1-111=111 ) -
MINIMUM 2 FT LEVEL LANDING 4" OF %" MINUS CONCRETE SIDEWALK PER BEHIND SIDEWALK — I—III
ISPWC AND ACHD - _
Ell _—III—III- 3"-ASPHALT
BEHIND BACK OF SIDEWALK CRUSHED GRAVEL SD-709 (TYP) 5' SIDEWALKS PER ISPWC AND -I I1-111-11 Jill
— I I—III . I I(-
ACHD SUPPLEMENTAL DRAWING 1' FLAT LANDING IN SP-3, 0.50 INCH (Y") MIX, PG-64-28.
14" OF 6" REVERSE LIP SD-709. SIDEWALK TO BE FRONT SIDEWALK
EXTEND BASE MATERIAL 6" BEHIND MINUS PIT RUN 3" ROLLED CURB AND GUTTER WITHIN f6" FROM PINE AVE. 4"-3/4" ROAD MIX OR MATCH EXISTING
CURB (TYP.) PER ACHD SD-702R. CENTERLINE ELEVATIONS BIORETENWHICHEVER IS LARGER
STANDARD CATCH 2Y MEDIA
" OF ASPHALT PAVEMENT T SOIL 20"-6" MINUS PITRUN, COMPACTED
OMPAC TO 95%
3" ROLLED CURB AND GUTTER LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH ( ") 24" BIORETENTION SOIL MEDIA BEHIND CURB. SEE ACHD cNa
PER ISPWC AND ACHD SD-702. MIX, PG 58-28 TWO AND-ANPALF INCHES (2.5") THICK PER ACHD BMP 30 DETAIL BMP 30. BARROW DITCH NOTE:
Y
BASED ON GEOTECHNICAL INFORMATION AND i
SUPER ELEVATED HAMMERHEAD STREET SECTION UNCOMPACTED BIORETENTION SOIL MEDIA, RECEIVING SOILS, A PERCOLATION RATE OF 1" PER
SCARIFY SUBGRADE 3" MIN. BEFORE 6" VERTICAL CURB AND GUTTER PER HOUR WAS USED FOR DESIGN OF ALL BARROW N
SECTION VIEW o
o
BIORETENTION SOIL INSTALLATION. z w
DITCH BASINS ISPWC AND ACHD SUPPLEMENTAL .
PER ACHD BMP 30
DRAWING SD-701. o i
THE CONTRACTOR SHALL HAVE PERCOLATION TEST
BOTTOM TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. PERFORMED IN THE PRESENCE OF ACHD INSPECTION W N I N
IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, STAFF BY THE SOILS ENGINEER AFTER POND IS LLB "00CLEAN PITRUN CAN BE USED AS BACKFILL. M o
c~n
FULLY EXCAVATED. IF THE PERCOLATION RATE IS z a I
LESS THAN SPECIFIED BY THE SOILS REPORT AND tt� w o— o � w-' cn
PINE AVE. FRONTAGE & SWALE (BMP 30) DESIGNED RATE USED BY ENGINEER, CONTRACTOR v � N = 0
MAY NEED TO OVER EXCAVATE POND TO REACH z Q z m Y o oz
- NTS - DESIRED PERC RATE AND BACKFILL WITH CLEAN PIT LLj w �`' Q "'o w
RUN. IF PERC RATE IS STILL NOT ACHIEVED, o o
CONTRACTOR TO CONTACT ENGINEER FOR REDESIGN. ,o2 m =
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F- PINE RD. cn
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— — — —- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — UJI
vv -- - — — — — — — — — — — — — — — — — — —
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of
WATER METER LEGEND > O
3/4" DOUBLE METER SERVICE PER CITY OF z
MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
0-
0 I INSTALL 1" SERVICE FROM WATER MAIN.
LL 3/4" SINGLE METER SERVICE PER CITY OF (D
0 0
MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
BLOCK 2 BLOCK 1 INSTALL 1" SERVICE LINE FROM WATER MAIN.
LLJ
CENTER OF WATER METER TO BE 2' BEHIND C)
FL BACK OF SIDEWALK (TYPICAL).
SEE SHEET C4. 2
LL
M
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS Lu
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. O O
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL
L
7 7:
- OTHER WATER LINES NEED 4' OF COVER.
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LINE C LINE C
Adi
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w
w <
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SEWER LEGEND
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WE- LLJI U) s NEW 8" SEWER MAIN PER ISPWC AND
Li MERIDIAN SECTION 500.
0
@
z
+ — —- 1 EXISTING 8" SEWER MAIN
(L V) .... FUTURE
LL
- - - - - - - - - - - - - -
PHASE NEW 4" SEWER SERVICE TYPE "D" PER
3:: ISPWC SD-511 AND MERIDIAN SW3
Lu w
48" DIAMETER SEWER MANHOLE
PER ISPWC SD-501.
a a -a • EXISTING 48" DIAMETER SEWER MANHOLE
4 P1 P6
IL 6 4" SEWER SERVICE LABEL
O
<
STA: = SEWER MAIN STATIONING
O UJ I FSTA: 6+ 2�
43.0' L OR R = LENGTH OF 4"
19 c� 4307.48
0 L SERVICE LEFT OR RIGHT OF MAIN LINE.
Q
z
LIN '2 7.L4 J8
INV 27.48 = 4" SEWER SERVICE DEPTH
pp ILL 0 4 1 4 P1 4 P1 4 PI 4 PI 10 FEET BEHIND PROPERTY LINE.
C)
0 SERVICE LINES HAVE A MINIMUM 2%
— — — — — — — — — — — — THE PROPERTY LINE.
GRADE TO
PI 4 Pi 4 PI 4 P1 4 P1 4 PI 4 P1 4 PI 4 PI ---*.* -
1 0
LLJ LLA
4 P1 4 P1 4 PI 4 P1
— — — — — — — — — — — -
■ i w i a — — I — N BLOCK 1 <<
UTILITY NOTES
LLJ
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN
20 Li SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER
0 METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR
V)
BLOCK 2 REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF
METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM
LL BLOCK T OF MINIMUM COVER.
2 COVER. ALL OTHER MAINS TO HAVE 4 F
8
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS cn
Lu
THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD
DRAWING SD-403
3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE.
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C4
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
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LINE A W- QUATP ............................ 4. 1 ': D-
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03/01/24
FUTURE IF ONSIK I N
PHASE �'E OF SOP
PER ISPWC AND
L J
SHEET
0
0 C4 . 0
i i r BLOCK SEE SHEET C4.2 - SEE SHEET C4.3 a o
6 I " I I _� BLocK 2 _ _ _ N WATER KEYNOTES LO
a.w a a O
`� _ _ _ N
Y I w 21 I O i a g O INSTALL 8" 90° BEND WITH THRUST BLOCK
m - E ,
I O
- O POTABLE/NONPOTABLE PIPE CROSSING. O
- - O I SEE WATER/SEWER NOTES 2 & 3 ON COVER SHEET C1.0
- w 00
±95 LF
o 8" WATER MAIN a INSTALL: L z
z I 1 ±125 LF 1 - 8"x6" TEE MJxFLG O
J 8" WATER MAIN �, �, REMOVE POWER POLE ( ) cn
Ec Ec z J C/O COORDINATE WITH IDAHO POWER I FUTURE O 1 - 6" GATE VALVE (FLGxMJ) >
t 12 LF 6" C-900 Q LLJ
2 ~ I f 108 LF a �
O W z a PHASE 0 30' 60'
W QUARTERHORSE DR. v 8" WATER MAIN w
_ 0 2 w INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN WATER
9s' 2 4 SUPPLEMENTAL STANDARD DRAWING No. SD-W8, SD-W9 AND SD-W15.
EXISTING MH-1 LINE A �' LINE q u.; II yy - Z
STA: 0+00.00 s 2+00 `� - 2 _^ -
............::::.. .::::.
_ _ _ _ _ _ SCALE 1" = 30'
INSTALL:
0 I - - - _ -_ - _ _ W 6 O 1 - 8" TEE (ALL FLG) O
`M� s 2 3 - 8" GATE VALVE (FLGxMJ) �.J
•« - - - s LINE A 5 9 - 5 2 W. QUARTERHORSE DR. °� // O
- -� s - 2 Q
Q1 _ .::::::::::::::: _STA: 1+83.76 L
...............
SSMH 1 -� _
LINE A S �� LINE q 6 INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN W13. J
STA: 0+00.00 LINE B :::::: 5+0 5+50 J Z
REMOVE POWER POLE REMOVE POWER POLE
g I COORDINATE WITH IDAHO POWER COORDINATE WITH IDAHO POWER -I� O
m ' ::::::::::::::::::.......
"N
U
o ' IQ �I 2 2 I z �, 3
I
NJ ¢ N> I'^ I N �� 2 �, 2 SEWER LEGEND O O
� � � NJ I�^ 00 Z
I I¢ CIO
ON> rr nn
J I NO s NEW 8" SEWER MAIN PER ISPWC AND V O
MERIDIAN SECTION 500. U
FUTURE PHASE SSMH 2 O� O�
I I STA: 4+06.12 LINE A - W
STA: 0+00.00 LINE D EXISTING 8" SEWER MAIN 0
NEW 4" SEWER SERVICE TYPE "D" PER w
LINE A PROFILE �/
� � 0
ISPWC SD-511 AND MERIDIAN SW3 0. O Q
0+00 1 +00 2+00 3+00 4+00 5+00 5+50 • 48" DIAMETER SEWER MANHOLE O CD
2560 2560 WATER METER LEGEND PER ISPWC SD-501. W O O Q
VERTICAL SCALE OO
3 4 DOUBLE METER SERVICE PER CITY OF EXISTING 48" DIAMETER SEWER MANHOLE W O
MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
0 3' 6' INSTALL 1" SERVICE FROM WATER MAIN. 4" SEWER SERVICE LABEL
3/4" SINGLE METER SERVICE PER CITY OF STA: = SEWER MAIN STATIONING W W
MERIDIAN STANDARD DRAWINGS W-1 AND W-2. _ STA: ' L
43 0 L 43.0' L OR R = LENGTH OF 4"
. SERVICE LEFT OR RIGHT OF MAIN LINE.
SCALE 1" = 3' INSTALL 1" SERVICE LINE FROM WATER MAIN. INV. 27.48
INV 27.48 = 4" SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.SERV O
2555 _ 2555 CENTER BACK OF SIDEWALK (TYPICAL).
EHIND GRADIE TO THE PROPERTY CE LINES HAVE A NL NEM 2% O O
R OF WATER METER TO BE 2' B
_ - - - - - - - - - -
FINISHED GROUND
- - - - - - - - - - - NOTE:
- -- - - - - - - - - 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
4" PIRR CROSSING AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. SEWER KEYNOTES O
_ EXISTING GROUND 12" C-900 STORM DRAIN WITH 8" SLEEVE 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL
CROSSING 4" PIRR CROSSING OTHER WATER LINES NEED 4' OF COVER.
WITH 8" SLEEVE CONNECT NEW 8" SEWER MAIN TO EXISTING MANHOLE 1.
1 8' INVERT = 2526.05'
i / 12" STORM DRAIN (MIDDLE)
2550 2550 4" SEWER SERVICE FOR FUTURE PHASE.
8" WATER MAIN (BEHIND) O
CAP AND MARK TO THE SURFACE FOR FUTURE USE.
i
8" WATER MAIN (BEHIND) g
INSTALL 8" SEWER CLEANOUT #1 WITH TRAFFIC RATED LID
I I (BEHIND) (D PER ISPWC STANDARD SD-506A. W
I I 1 8" INV. = 2540.10'
I
II O
2544 i EXISTING WATER . . . . 2545 UTILITY NOTES
MAIN CROSSING
L_I_J
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR
CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE MERIDIAN
STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND
SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. MIDSECTION Z
WATER MAINS
TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO HAVE 4 FT OF
MINIMUM II �
3 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT
25401 I 8" SEWER 0.41% 2540 UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403
II Q
218.36 LF 8" SEW R (� 0.41% 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE.
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
48"0 SSMH 2
4+06.12 LINE A-SWR
48"0 SSMH 1 0+00.00 LINE D-SWR
RIM 2553.7t cn
1+83.76 LINE A-SWR c�
0+00.00 LINE B-SWR 8" IN 2539.60-E o
RIM 2553 1 t 8" IN 2539.60-N Y
8" IN 25 8.60-E 8" OUT 2539.50-W
253 1 . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .8' IN 25 8.60-N 2535
Q
8" OUT 2538.50-W z o
II N
N
00
Lu
F � z cncn
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w
CD
Lj
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25301 2530
NOTE:
o
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE m o m
1 TO FACE OF MANHOLE. z Y o
IIu w
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE < = Q J rr
INSTALLED WITH NO SUMPS. o LL_ o
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. SRO NA L F
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF �Q.S
2525 . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . CONSTRUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 2525 a T APPROV
48"0 EXISTING MH-1
0+00.00 LINE A-SWR 03/01/24
RIM 2548.9t IF (;ONSTft �, N
8" IN 2526.05-E T
8" IN 2526.05-S �TF OF SOP
8" OUT 2525.95-N
SHEET
2520 2520
0+00 1 +00 2+00 3+00 4+00 5+00 5+50 C4 . 1
IUD
co
N WATER METER LEGEND LO
1
0 30, 60' 0 30' 60' 3/4" DOUBLE METER SERVICE PER CITY OF N
7 W E MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
INSTALL 1" SERVICE FROM WATER MAIN. (�
SCALE 1 30'
1
" = SCALE 1" = 30' I 3/4" SINGLE METER SERVICE PER CITY OF O
of MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
S INSTALL 1" SERVICE LINE FROM WATER MAIN. QQ
1 z
SEE SHEET C4. 1 SEE THIS SHEET
I CENTER OF WATER METER TO BE 2' BEHIND � �
IY I BACK OF SIDEWALK (TYPICAL).
W
NO1.TE: THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS w
W O AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. Z
O 0 I W w �;: � I O1 I 16 15 � 14 13 12 J
SSMH 3 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL
N I / N STA: 2+54.30 LINE B
O I I STA: 0+00.00 LINE C OTHER WATER LINES NEED 4' OF COVER.
Ln Jo M Ju I r`fl Jcny M Jo SSMH 4 _ + �N /
I ' Q
+ + + + � + STA: -0+50.00 I I a li of to_ �I _ + J`
I I to J C I 1 �I STA: o 09
z 25.8 �� N> SSMH 5 0
`• I I N ZI F INV. 4 .25 STA: 0+64.00 STA: 0+93 J Z
D } } I }r m I a I r 19 5 L WATER KEYNOTES Q O
INV. 48.00 r ,
Z N007 �-/
::..
o :::: I I I
SSMH 1 : INSTALL 8 90' BEND WITH THRUST BLOCK
STA: 1+83.76 LINE A O
SSMH 3 c� Z 0
STA: 0+00.00 LINE B 0� LINE B s 1+00 \\ s s 2+00 LINE B �2,+J.30 STA: 2+54.30 LINE B I � I I -1 00 X(58'
p p LINE C �o`O 2 1+00 -
N. TRAQUAIR PL. 9p, STA: 0+00.00 LINE C O I m I a I SSMH 49 • p �, POTABLE/NONPOTABLE PIPE CROSSING. O
, _ _ o N. TRAQUAIR PL. O
STA: -0+50.00 °� SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 '^v1 2 I 2 I 2 \\ 2 2 rn I : 6 w W_ INSTALL:11.25' I W5 O 1 - 8" TEE (FLGxMJ)
7 2 8 GATE VALVE (FLGxMJI�l �/•::::•� : 8WATER MAIN L.L
w INSTALL:
} Id 4 } II2 °' t225 LF OTJam, w STA: 1+00 O I _ _ MAIN z 8" WATER MAIN 1 - 8" 45' BEND WITH THRUST BLOCK
J J O4 1 - 8" x 6" REDUCER 0
roe L� O ro _ _ -a 1 - 6" GATE VALVE (FLGxMJ) w
I I c u t225 LF 40.3' R - oo ��
Or o K,' 8 WATER MAIN INV. 46.50 M I I ' `" z 11 t20 LF 6" C-900 W
IQ CD I¢o O O I 1 f111 LF _ _ 0
SSMH 5 I ��W I I a 8" WATER MAIN N 3 5 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN WATER
\ STA: 0+64.00 I ~ate;, I - - - O SUPPLEMENTAL STANDARD DRAWING No. SD-W8, SD-W9 AND SD-W15. W
U n
a 18 6 SEE PRESSURE IRRIGATION SHEET C4.4 FOR DOMESTIC SECONDARY WATER
i I SOURCE FOR PRESSURE IRRIGATION.
SEE SHEET C4. 1 SEE THIS SHEET CD
= o
OHOT TAP EXISTING 8" WATER MAIN WITH 8" TAPPING SADDLE &
INSTALL 1 - 8" GATE VALVE WITH THRUST BLOCKS.
LINE B PROFILE LINE C PROFILE C3
0+00 1 +00 2+00 3+00 -1 +00 0+00 1 +00
2560 2560
SEWER LEGEND
VERTICAL SCALE VERTICAL SCALE
s NEW 8" SEWER MAIN PER ISPWC AND
0 3' 6' 0 3' 6' MERIDIAN SECTION 500.
EXISTING 8" SEWER MAIN
SCALE 1" = 3' SCALE 1" = 3' U L'J
NEW 4" SEWER SERVICE TYPE "D" PER
ISPWC SD-511 AND MERIDIAN SW3 W
2555 2555 2560 2560 �
• 48" DIAMETER SEWER MANHOLE O
PER ISPWC SD-501.
FINISHED GROUND
- - - - - - O EXISTING 48" DIAMETER SEWER MANHOLE c
4" SEWER SERVICE LABEL o�
- - - - - - - - - - - - - - - STA: = SEWER MAIN STATIONING m
EXISTING GROUND STA: 6+821 43.0' L OR R = LENGTH OF 4" Z
z 8" WATER MAIN - 43 0 L SERVICE LEFT OR RIGHT OF MAIN LINE.
2550 1 CROSSING 2550 2555 2555 INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH W Q
L 12" C-900 STORM FINISHED GROUND 10 FEET BEHIND PROPERTY LINE.
1 DRAIN CROSSING SERVICE LINES HAVE A MINIMUM 27
_ z GRADE TO THE PROPERTY LINE.
g"
- - - - EXISTING GROUND
UTILITY NOTES
z
1 3 4 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR cn
254 2545 2550 2550 CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE MERIDIAN
STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND o
8" WATER MAIN SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. MIDSECTION
WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO HAVE 4 FT OF z
® 2• % MINIMUM COVER
46.01 LF 8" . o
96 2 60.00 LF 8 N
SEWER �SEWER ® 0.87% SEWER 0.67% z
LF 8' 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT
25032 I I UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403 rn
s �
o
48"0 SSMH 3 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. W -� 0
2+54.30 LINE B-SWR o `� i�s
2540 0+00.00 LINE C-SWR Z54O 2545 545 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. J o � _ �
RIM 2553.7± 48"0 SSMH 4 48"0 SSMH 5 V LP cv N
8" IN 2546.10-E -0+50.00 LINE C-SWR 48"0 SSMH 3 0+64.00 LINE C-SWR z cn w o i oz
8" IN 2546.10-W 2+54.30 LINE B-SWR w; o cn
RIM 2553.6t RIM 2553.5t w z � cYi> o
4" IN 2546.84-NW 4" IN 2546.84-NE o U oLLJ
8" OUT 2546.00-S 0+00.00 LINE C-SWR o
8" OUT 2546.50-E RIM 2553.7t 8" OUT 2546.50-W CD
M m o
8" IN 2546.10-E � m
8" IN 2546.10-W °� � �
w o
48"0 SSMH 1 8" OUT 2546.00-S z Y
1+83.76 LINE A-SWR
0+00.00 LINE B-SWR
RIM 2553.1 t
cil U 0 LL- �
8" IN 2538.60-E
2535 8" IN 2538.60-N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2535 2540 2540 S S \O NA L N 8" OUT 2538.50-W NOTE: NOTE: F
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE <11
TO FACE OF MANHOLE. TO FACE OF MANHOLE.
a T APPROV
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 03/01/24
INSTALLED WITH NO SUMPS. INSTALLED WITH NO SUMPS.
IF C�ONSTf� �, I N
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. TgTF OF�pP�
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION. CONSTRUCTION.
2530 2530 2535 2535
0+00 1 +00 2+00 3+00 -1 +00 0+00 1 +00 SHEET
C4 . 2
LO
00
WATER KEYNOTES Ln
1
INSTALL:SEE
N
�j 1 - 8" TEE (FLGxMJ)SHEET C4. 1c
3 - 8" GATE VALVE (FLGxMJ) C')
POTABLE/NONPOTABLE PIPE CROSSING. O
:2 I II I O SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 00
IW I W II I INSTALL: O
I r1 - 8x6" TEE (MJxFLG) Cn
1 - 6" GATE VALVE (FLGxMJ) WO O O
a ±12 LF 6" C-900
I �J O N �J N I �J^ J^ �J N �J N O I I I O 3 O' 6 O' W
I vw, �I I± '� °' I` �I `' �I I"' '� Imo' SSMH 6 I I I INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN WATER Z
J� � N> I-- �D,> IIQ�^^ �> Imo^ > II¢,^^ ��,> N> STA: 3+70.00 J ` I - 4 SUPPLEMENTAL STANDARD DRAWING No. SD-W8, SD-W9 AND SD-W15. o
W �� � � I L � � 7 � � I SCALE 1" 30' J
I I t 00 t t t I V O- t
o I O HOT TAP EXISTING 8" WATER MAIN WITH 8" TAPPING SADDLE &
I I INSTALL 1 - 8" GATE VALVE WITH THRUST BLOCKS. 0 Q
I
I J
0
s•
2 All
J
i0 p LINE D 2 1+00 �� 2+00 2 3+00 2 LINE D II +00 I i 4+3 .24 Q
I SMH 2 c� N. TESSA AVE.
9 II N. TESSA AVE. U
STA: 4+06.12SLINE A I T 3 15 WATER METER LEGEND SEWER LEGEND
STA: 0+00.00 LINED I I 1 2 I M 2 2 M I \\ 2 I M 2 I I 2 W 2 2 2 I �711
- 3/4" DOUBLE METER SERVICE PER CITY OF s NEW 8" SEWER MAIN PER ISPWC AND �Z 0
-- - ---- INSTALL 1 SERVICE FROM WATER MAIN. W-2 MERIDIAN SECTION 500. O
MERIDIAN STANDARD DRAWINGS W 1 AND
I rrnn
EXISTING 8" SEWER MAIN (� U
+ I 3/4" SINGLE METER SERVICE PER CITY OF
} } } I } } 4 } } 81 WATER MAIN 3 LF } I MERIDIAN STANDARD DRAWINGS W-1 AND W-2. 0 W
±235 LF � - � � I INSTALL 1" SERVICE LINE FROM WATER MAIN. - - - - - - - - - - - - - NEW 4" SEWER SERVICE TYPE "D" PER Q
I �� �� to I �� I" �� to to I :: I w
I ¢ 8" WATER MAIN V N n N N o N n ISPWC SD-511 AND MERIDIAN SW3
+ ,� + + + + + + rn + o
z I I� �I Cl r I� M"-I I P I� M�I IN M�I IN M TI I"' M�I
��,, o� > I'�, o�> r I'^ o�>7I I,^ o�>7I I,^ o>7I IQ,^ o>7I IQ,^ o>7I IQ,^ o>7I m CENTER OF WATER METER TO BE 2' BEHIND • 48" DIAMETER SEWER MANHOLE O
t_J t_J O J I J L J E AE f J J I BACK OF SIDEWALK (TYPICAL).
� f � I A O I I o PER ISPWC SD-501. O
f l I L.L O m
O O I n I I I NOTE: EXISTING 48" DIAMETER SEWER MANHOLE
O
I I � a
O O O O� I I 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS Wm Q
I I I I AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
+ I I I I I 4" SEWER SERVICE LABEL 0
SEE SHEET C4.
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL STA: = SEWER MAIN STATIONING
OTHER WATER LINES NEED 4' OF COVER. STA: 6+82 43.0' L OR R = LENGTH OF 4"
43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. W W
INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
SERVICE LINES HAVE A MINIMUM 2%
GRADE TO THE PROPERTY LINE. O
CD
UTILITY NOTES
LINE D PROFILE U
0+00 1 +00 2+00 3+00 4+00 4+50 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR
CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE MERIDIAN
STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND
SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. MIDSECTION
WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO HAVE 4 FT OF
VERTICAL SCALE MINIMUM COVER.
0 3' 6' 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT
UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403
3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE.
SCALE 1" = 3' W
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
2560 2560
O
0 �
4" PIRR CROSSING-
WITH 8" SLEEVE _ Z
FINISHED GROUND
2555 _ _ _ _ _ - - = - - - . . - l� 2555 Q
�I
- - - - - - - - I I EXISTING GROUND 12" C-900 GIRR
CROSSING
z_ 5
4" PIRR CROSSING 12" C-900 STORM DRAIN
CR SSING WATER MAIN WITH 8" SLEEVE II / CROSSING $„ WAT R MAIN N
2550 2550
I o
8" WATER MAIN
z
N
a
w
L N
ll
W � �
N �
W �c �
zcf) o
254 . . . . . . . . . SE ,% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2545 C� L o 00 w
WER � � � =
g66 02 LF S 48"0 SSMH 6 W w w zo � U) o
3+70.00 LINE D-SWR = o " o w
RIM 2556.2t o
o_
4" IN 2549.34-E r2 00
m
8" OUT 2549.00-S m o i
z Y o
Q w
Q:� = Q
2540 NOT ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE <11
2540 �C l S NA FNc/
TO FACE OF MANHOLE.
48"0 SSMH 2 a T APPROV
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE
4+06.12 LINE A-SWR 03�01�24
INSTALLED WITH NO SUMPS.
0+00.00 LINE D-SWR F (`ON8_1K �. N
RIM 2553.7t 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE c�
8" IN 2539.60-E MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. TgTE OF�pP�
8" IN 2539.60-N CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
8" OUT 2539.50-W CONSTRUCTION.
2535 2535
0+00 1 +00 2+00 3+00 4+00 4+50 SHEET
C4 . 3
U")
00
EXISTING CASTELBROOK
N
C�
SUBDIVISION NO . 2 'zi-
\-\1 —w- NOTES
V.'...... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . I
... .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CD
m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. ALL VALVES, FITTINGS AND OTHER PLACES WHERE
PINE RD.
UNBALANCED FORCES MIGHT EXIST REQUIRE A THRUST BLOCK 00
POURED PER ISPWC SD-403. I
15 LF 4" PIRR - - - - - - - - - - -- ±228 LF 4" PIRR ±78 LF 4" PIRR �51 F PIRR ±84 LIF 4" PIRR 0
My! �-- — — — — — — — — — — — — — — -WIRE CONTROL v)
2. CONTRACTOR TO PROVIDE AND INSTALL 2
vv CABLE IN THE PRESSURE IRRIGATION MAIN TRENCH. WIRE TO >
LLJ
0 40' 80' 11�
4 9 BE LOCATED 2" ABOVE PIPE. CONTROL WIRE SHALL RUN
............. ..................................................................... .............................................................
....... .....
.................................................................... ........... Lu
- - - - - - - - - - 6 ...... ......... ... ........... FROM THE CONTROLLER LOCATION TO EACH COMMON LOT
EIR - -- - - - - - - - =jR�- 2' 6 b 7 .............
4 P1 4 P1 — 4 11 4 P1 4 P1 4 P1 —4 1 4 PI 4 P1 4 Pi P. - j,( 1 11 1 — /_<�> SERVICE LOCATION. PROVIDE A 24" LONG CONTROL CABLE
APPROXIMATE LOCATION OF 4 4 4 P1 4 1 — 4 Pi LOOP IN THE COMMON LOT VALVE BOX. INSTALL CONTROL SCALE 1 40'
THE EXISTING 4" PRESSURE 7 CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED
LL_ IRRIGATION MAIN ±8 LF 4" PIRR 7 7 7 (D
AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES
4 2 WITH WATERPROOF CONNECTORS. COORDINATE THE 2-WIRE
CONTROL CABLE INSTALLATION WITH THE DEVELOPER.
±10 LF 4" PIRR 7
No
v 3. ALL WORK TO BE DONE PER ISPWC AND NAMPA-MERIDIAN
;r BLOCK 1
0 14 BLOCK 2 IRRIGATION DISTRICT STANDARDS. COORDINATE ALL INSPECTION
IS WORK WITH ENGINEER OF RECORD (208) 639-1992. PRESSUREu� >
IRRIGATION KEYNOTES
PRESSURE IRRIGATION TO BE PRIVATELY OWNED AND MAINTAIN
BY THE SUBDIVISION HOA AND IS FED BY AN EXISTING
PRESSURE IRRIGATION MAIN.
±250 LF 4" PIRR
HOT TAP EXISTING 4" PRESSURE IRRIGATION MAIN WITH 4" TAPPING
a `I O1 SADDLE. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING PRESSURE
C)
4. CONTRACTOR TO FIELD VERIFY EXISTING PRESSURE IRRIGATION. IF DISCREPANCIES OCCUR, CONTACT ENGINEER OF RECORD.
IRRIGATION MAIN PIPE SIZE PRIOR CONSTRUCTION. IF
LL
±232 L 6" PIRR
......... ........................................ .......................................................... ...... ... DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR
w 77 a: ±208 LF 4" PIRR INSTALL: 1 - 4" x 4" TEE & THRUST BLOCK.
REDESIGN.
N. TRAQUA'IR PL. ui
7 5. THE MAINTENANCE OF ANY IRRIGATION AND/OR DRAINAGE
11 __w
INSTALL 4" 22.5' ELBOW & THRUST BLOCK.
EEL: PIPES OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF
6)
CD
............. THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED
CL LL M...........
BY AN IRRIGATION/DRAINAGE ENTITY OR LOT OWNERS
INSTALL 4" 45* ELBOW & THRUST BLOCK. Lu IQI
en
CL
w Cn
L) Li
7 T INSTALL 4" 90* ELBOW & THRUST BLOCK.
G <s>
0—\
0
±87 LF- FL
7
5 4" PIRR INSTALL: 1 4" GATE VALVE.
18 ±84 LF O
6" PIRR
4 P6 C)
DOMESTIC WATER METER BOX COVER AIR RELEASE VALVE 1Y2" 200 INSTALL TYPICAL LOT SERVICES PER DETAILS THIS SHEET. C)
6 1
±38 LF 6 ±53 L OBLITERATE WORDS "WATER METER" PSI RATED OR EQUIVALENT
T 0
A.' 4" PIRR 6" PIRR FORD NO. X43 CAST IRON WITH
w
19 10 1Y2" LOCKING LIDS
0 2 4 P1 4 P1 4 Pi FUTURE INSTALL 8" C-900 SLEEVE FOR PI CROSSING OF ROADWAY.
7 ±96 LF ±54 LF 0
6
4" PIRR 4 PIRR 4 P1 4 4 P1 4 P1 8 3 PHASE
6"
2 6 INSTALL AIR VENT PER N.M.I.D. STANDARD DRAWINGS.
M FL \ \ \ \ \ \ O THIS SHEET.
4 P1 i�.*r�
4 4 PI 1� 3
\-±7 LF -±87 LF ±78 LF
8 3
BLOCK 1
4" PIRR 4" PIRR 4" PIRR
no 1 '111:
20" PVC INSTALL DRAIN PER N.M.I.D. STANDARD DRAWINGS.
THIS SHEET.
3
N
w V) _j 3: 7 F 4" PIRR S /X\ 1 O ^ ` 7 _ �
±137 L
INSTALL 2" WATER SERVICE AND METER PER CITY OF MERIDIAN
BLOCK 2
=D STANDARDS (STANDARD DRAWINGS W4) FOR DOMESTIC SECONDARY
f61 LF CY BLOCK 2
4" PIRR C)
7
ck: <a> WATER SOURCE FOR PRESSURE IRRIGATION, INCLUDE REDUCED
PRESSURE BACK-FLOW ASSEMBLY (RPDA). RPBA TO BE APPROVED
\y
21 z O �. \�j\\//\\�/ \\//\\�j BY STATE TO IDAHO DEQ AND MERIDIAN WATER DEPARTMENT.
±107 LF 4" PIRR
7
MIN 1 CU. YD. DRAIN
CD
w I 7 � 6 N O 7 a \\/j\
ROCK TO BOTTOM OF
\\j\\\� VALVE FOR SUPPORT
/\\/z,\\/z,\\/z,\\/z
EG .....................
a_
0
0- W. ... ......... ..........
QUATERHORSE DR
±52 LF W
S_ ---------- 3 N.M.I.D. AIR VENT STATION DETAIL
s _4" PIRR_ ------- 5-P ... 6 oP� 2
8 s ±56 LF Scale: NOT TO SCALE
4" PIRR U)
.. .. .........................................
St
LLI
FUTURE
6
J PHASE
1 Y2 CURB STOP BALL VALVE 1-4
DOMESTIC WATER METER BOX COVER
OBLITERATE WORDS "WATER METER" SUCH AS FORD B11-666SW 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND 3" SDR 21 PVC RISER EXTEND 18" ABOVE GROUND :m
FORD NO. X43 CAST IRON WITH
13Y2" LOCKING LIDS 12 13
3" x 4" x 6" CINDER BLOCK (OR EQUAL) 3" x 4" x 6" CINDER BLOCK (OR EQUAL) oo Z�-, 1 0
CD CZ)
�5
4" x 3/4" SADDLE MINIMUM 9 4" x 3/4" SADDLE MINIMUM 10 12 Cf) C� I M
00 UJ
CD C� U) LLJ
Lj cli _ Cn
__j 0::
4" MAIN LINE MINIMUM 10 ?0- 4" MAIN LINE MINIMUM 11 0
ui C) lh� Cn �o CD -_
> f2� C) C) 'd-
8" x 3/4" BRASS NIPPLE 8" x 3/4" BRASS NIPPLE
g CD
0
CD
g a
,El on ES,
/\//\//\// \ \ 20" PVC 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND o
m
m
LLJ
j�/\ \�jj\ /�\�jj� O 3/4" BRASS CURB STOP 3/4" BRASS COMP. COUPLINGS
0 3 L.�J
7 8 < LLJ
ROCK CHIPS 3/4" BRASS CURB STOP <
r4�_A 4 C:1 u C) LL_ Cli
3" FEMALE ADD. 6 ROCK CHIPS 6
1)/2" BRASS PIPE 5 2 5 2 NA L
LOCATOR WIRE 8 3" FEMALE ADD. 9 C5
NOTE: /\�j\ MIN 1 CU. YD. DRAIN
ROCK TO BOTTOM OF 3" PVC PLUG qD LOCATOR WIRE
INSTALL MAIN LINE DRAINS AS T APPRO 1;
REQUIRED TO PROVIDE COMPLETE VALVE FOR SUPPORT
03/01/24
MARKER STEEL T" POST 3" PVC PLUG
DRAINAGE DURING WINTER SHUT F �ONSFK I N
DOWN OF THE IRRIGATION SYSTEM. 13 MARKER STEEL T" POST , 1�1
NOTES
+
I F14 P I
as
CO 6 ' F
2 L4 P1
N.M.I.D. DRAIN VALVE DETAIL 3 N.M.I.D. "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL 04 — N.M.I.D. "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL
Scale: NOT TO SCALE Scale: NOT TO SCALE Scale: NOT TO SCALE SHEET
C4 .4
Lf)
00
LO
N
APPROVED CITY OF MERIDIAN LED FIXTURES FOR LOCAL ROADS STREET LIGHT LEGEND
E (PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) (Y)
STREET WIDTH PED LEVEL MANUFACTURER MODEL NUMBERS WATTS MOUNTING HEIGHT STD MAST ARM 0
TYPE 2 STREET LIGHTS SHALL BE INSTALLED Q
Eaton/Streetworks USSL-A0I-D-U-T3-SA-BZ-4N7 * 57 S AT LOCATIONS SHOWN IN PLAN VIEW. 00
LOW Leotek G01-20H-MV-NW-2R-DB-700-PCR7* 46
44'or less(Local) NA at 25' MH —
Phillips RFS-54W 16LED 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 54 25 or 30' TYPE 1 STREET LIGHTS SHALL BE INSTALLED U)
(25 and 30 MH) * $ at 30 MH AT LOCATIONS SHOWN IN PLAN VIEW. >
MEDIUM Eaton/StrOetworks LISSL-A02-D-V-T3-5A-BZ-4N7 87
w
Phillips RFS-10SW32LED4k-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 108 0 30' 60' w w
Z
SCALE 1" = 30' J
NOTE _
T 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR J
:!: .. .... .... .... .... .... .... .. . . . . . . . . . . . .... .... . CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER METERS AND STREET LIGHTS. J
. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE Q O
.. .... .... . . . ' " " " ' USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS.
PINE RD. 2. INSTALL STREET LIGHTS PER CITY OF MERIDIAN STANDARD DRAWING DWG-6C. u
— — (D
� — - - - - - - - -
- - - - - - - - - - - - - - -
Z
..... ....
- - - - - - - - - - - - - - - - - - -
T — �Bl - - - - - - - - - - - - - BUJ= — = �
0 — - - - - - -
1 1
0
o
:::::::::: :.. .:..........................: . . ... L L
$ ::::::::::::.:::.::::::::::::::::::::::::� ::...-::::::::.:*::::::. .:.:::.:.:::::::::,,:::...................�...- — . STREET LIGHTING NOTES:
.
— — — — — — — —
1 / 1 - - - C Q
1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O O
STREET LIGHT: i VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND
TYPE 1 STREET
2 LIGHT: THE NATIONAL ELECTRIC CODE. w m
I 1 1 I I I � Q
#1 I m
2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE W
FUTURE THE ONLINE CITIZEN PORTAL AT HTTPS://CMZENPORTALMERIDIANCITY.ORG/CMZENACCESS/ TO �
1 I O PHASE OPEN A PERMIT AND REQUEST INSPECTIONS. �
I 2 I W
3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING,
W
W
O I OO r BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING.
1 16 15 On 14 13 12 BLOCK 2
BLOCK 1 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE 0 L�
N HYDRANTS AND 2' MIN. FROM WATER METERS. _ CD
I I 0 O
5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT
DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A
HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL
INSPECTION. U
1 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR
I QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS.
i
7. BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585
W
_ I >
I I — Q O
I
Q
I W - - 4 W
1 STREET LIGHT: W
TYPE 2
LL
O 1 I 1 #4 O CD
I - - z Z
I I I 11 i Q
I
w W I I (DLLJ
� t o ��n W
� 4 18 Q
I D
Q I I C)
1 O O 6
a
U
l I W o s
o f i W 19 z O
00 I I o I
I O
0
1 I I Y
U
1 I /
— — — — — — — — — — — — — —
Q
1 W I BLOCK 1 z o
a _
N
CD
20 0 W
o I I W
1 I a O O ZCn(n 00N
L=n NBLOCK 2 QL
BLOCK 2 I o
W O
w -U oW =
CD
s
w
m =
O STREET LIGHT: I V m o m
STREET LIGHT: TYPE 2 z Y o
TYPE 1 #3 3�: U w
O w -Jo
STREET LIGHT:
q- I % TYPE 2 FUTURE �S,ONAL FN
0 I — t� EG I #2 �� �,
...........::::::::::::::::::
I � I 1 � + PHASE � T APPROV
a
UgTERHO 03/01/24
I �D�
— _ RSE� OP F C�ONSTf� �, I N
::............. O
f I
....
-_ ...... ....
SHEET
FUTU R E 0
PHASE C4 . 5
u")
00
Lo
N c�
. . . . . .. 0 30' 60'
C)
C/j
SCALE 1 30'
r
0[
.. . . . .. . . . . . . . . . . . s C/
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .. . . . . .
.. . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . >
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .. . . . LLJ
LLJ
PINE RD.
- - - - - - - - - - - - - - - - - - - - - NOTES:
-1- - -- - - - - - - - - - - - - 1. THE BUILDING ENVELOPES ARE BASED ON THE CITY OF MERIDIAN MINIMUM SETBACKS. Ur
I ' - - - -I
w
54.92SW- 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON THE LOWEST TOB BACK OF 9CIAl
54.53SW 4.7 -----------
55.17SW-- ---------
44SW___ ------- CURB ELEVATION ALONG THE FRONTAGE OF THE LOT, PLUS 20 FT @ 2% AND THEN AN
0 ............ 56.86SW---------- 7.25SW---------- -: __
.7 ... ....................... %* -_/ ------------
.................... ..... ..... ....................... .................. --- -------
. ................... ... .................. ....... 7' 57.78SW ADDITIONAL 12" PER THE 2003 INTERNATIONAL RESIDENTIAL CODE SECTION R403.1.7.3.
------------
....... - - - - - - - - - - - -
- - - - - - ...i; t. .....................77.-.7............
GIR �2 - -gym-- - - - - - .... - - - - - - - -
GIR- I
-- - - - - - - - - - - .....
53.95SW 55.1 OFG 55.1 OFG 2555
57.
58.00FG 58 OFG
55.20FG ---55.20FG cl� /-55.75FG 56.25FG -57.08FG 02FG\ 1 . . 1-j- 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. C) u�56.67SW >
T . Ur
56.52FG 5E .V\ 5-7.5 0 F G 57.50FG--/ 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE STRUCTURE.
54.93FG 55.11 FG ---55.12FG 5493FG 55.40FG Lj 56.66SW-i (57.02EG)l
;-28FG-��56.78FG �z
55.00FG
-- - - - - - - - - - - - - - -- - - z
I - 'I'- - - - - - 5. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF MERIDIAN BUILDING
54.48FG cn I
54.43FG 54.61 FG �_54.62FG 54.43FG 54.90FG cn 55.98FG OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON REVIEW OF AN ENGINEERED INDIVIDUAL C)
LLJ
Ln Lo ------- 0
C14 u') 1 9. 4% LOT GRADING PLAN.
2s54 B
A A A A A 1 1. 1 Y) LL-]
�2 55.98FG-
a- 0 F G
wol '58 OOFG 57.50FG 57.5 ui
0 1 56.31 FG 55.99FG BACKYARD SWALE
o 12 BLOCK 2 CAN BE ADJUSTED SELF-CONTAINED -
0 14
@ 55.95SW_ (56.80EG)
2554- . . . . . . - - - TO GAIN POSITIVE BACKYARD SWALE.
5 1 6.2 FG \"--55.74FG 55.50FG-/Il 56.05FG 56.60FG DRAINAGE TO FRONT SEE PLAN FOR FENCELINE/ 0 CD
f CD
55.55FG03 56.1 OFG OF THE LOT. SWALE ELEVATIONS BERM ILL
CAN BE NO CLOSER FENCELINE/
53.01SW�N I I UJI
53 78FG /r-53.77FG 53 95FG" 53.96FG 53.77FG 53.92FG A THAN 10 FT TO BERM
A
\:54.451`13
';;;;��54.28FG ""-��54.27FG 11 1. II i STRUCTURE
�54.46FG �754.27FG 54.42FG 1 11
I 55.461`13-\I�,
i 1 ,,-56.01 FG F
5 FG I 20FG. (56.52EG)
5..1 54 ,.,-55. --55.09SW 55.24SW-- 54.96FG 55.51 FG-/'
-� f f
..................... ....
55.44FG- -54.95F'el, 54.70FG--/*l
.......................
L 54.26SA CD LL-
54.05SW t.28sw 54.09
N. TRAQUAIR PL. A
- /--53.70FG 53.64SW A
II I
52-21 SW-\ 53.25SW 53.47SW 54.75FG
53 60SW 53.32SW 1 ,-55 1.30FG
1.47% ... .... 54.82FG
... ... .......... 54.53SW- ��54.25FG 54.80FG-/ ---(56.01 EG)
52.14SW 53.25SW 54'..77FG 54.41 FG -54.30SW
0 //---53.97FG 53.60FG 53.06SW
53.35FG 51.61;FG 54.16FG
A +I I I
53.92FG 53.91 FG FUTURE
`O
152.0 S \\53.15SW-
53.85FG-//*'�53.34FG 53.1 OFG 53. 53.42--1
FG 1 tl I
11 1 .1 1 11 PHASE
A I 52.85FG A 2554 SIDEWALK
A k04FGI II 54.59FG
A 53.73FG 5 3.971u II (55.42EG)
54.09FG SIDEWALK
-52.43FG 53.82SW-4/ 53.54FG CURB &
52.91 FG--\, 52. 8FG 53.43FG 53.18FG GUTTER
,-53.66F 53.51 SW STREET
n CURB &
51.61 SW-\ 1 53.00 11 1 n I I
1 52.41 FG 52.16FG-N, A 'n GUTTER
52.55sw 52.68SW c-,
14: 1-1 1 \\ 52.31 FG L-53.91 FG 6 STREET
52.91 FG \ T D=u
11 "? 52.66FG T
0 y TYPICAL "A" LOT TYPICAL $'B$p LOT
0
0 53.40FG-\ %,-513 1.95FG
DRAINAGE DETAIL DRAINAGE DETAIL
A 0 53.18SW '-(55.19EG) NOT TO SCALE NOT TO SCALE
1 52. 6FG 52.90FG 53.45FG-/l I
SW
51.2 S 26
/r-52.60FG 52.02FG 51.77FG--\II �i
52.5 li;;��53.16FG
52..23S 52.00FG 7FG--/
I A
52.52FG-/'' '\\-52.27FG 52.16SW 53.72FG
LJ A 53.58FG-\l BLOCK 1 .1 3FG
Acy
< '-(54.98EG) PAL
53.36SW- 1'*\-53.08FG 53.63FG- e'
11 1 07 1 61.0' 20.0'
53.86FG-\ VARIES-SEE PLAN
0 0 4SW i.,�52.31 FG
--52.90FG I - I I I/- -\I I 53.46SW (12' MIN)
'k 11 1 53.31 FG 53 07FG
BLOCK 2 52.68SW 52.59SW-- 52.86FG
I I A -:A,ko�BLOCK 2 BACK OF SIDEWALK
53.87FG
53.03FG -52.53FG 52.29FG-�"\\-52.79FG
C9
11
>z 53.75FG
A -1 0.50% GR.ADE
cn 1 0.50% GRADE
cn
I II A 52 97SW A 153.53SW- 54.32FG 16
I I rvol-
cl Z-52�35FI .\-53.26FG I W :m
I 1 1 2 �jo
53.40FG--x 53.82FG (54.75EG) 'sVL
53.17FG L'z cn
53.42FG
LLJ
53.08FG \Iic52.92FG 52.67FG 47FG OFG I I\
53.14SW 53*4 A 0
/1' - - - z � == : == : == : ===�,7�V 1 4 k L
53.65SW cf)
53.39FG 00 UJ
50.12SW 54.06FG
116.09' CD cn uj
............ Lj C/)
53.96FG�
54.46FG __j
0
INSTALL 20' WIDE GRAVEL ROAD. ROAD SECTION TO 53.88FG D_
cn
cn
53.24SW 153.67SW- LOT GRADING Q ETAI L 1-cic, L"i
........ ............. ............... uj Lj c) C14 CD Cn
C) u-) Ll BE 6" 3/4" ROAD MIX OVER COMPACTED SUBGRADE.
50.49TOP C)
51.37TOP cli CD
49.52SW-\ 0') CD
�2 m
49.16B 53.61 SW 5-4.05SN m
/-49.39BO W. Q6ATERHORSE DR. 01 M
----�op 54.40FG
OT-i T 53.07TOP ----- --------------- -
-f-49.18BOT 53.19SW
- -- ----- LLJ
54.37SW ±28' i�L ..
±28' ±56' 3�: U L'j
OP- 2554 < L�J I__
................. ------ --------- ---
..............
49.55TOP 50.49TOP 50.04BOTJ 51. 7BOT ... ..................
\-51.39TOP 53.07TOP .................... C)
v - C�
49.55TOP 48.22BOT 51.37TOP 00 S\ONAL
PRIVATE BORROW DITCH #15. < I c� /v
I : - j J
SEE DETAIL THIS SHEET. ...............
. ............... .........
.............
................... ...........................
PRIVATE BORROW DITCH #11 )T APPRO\/
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - 3:1 SLOPES it
SEE DETAIL THIS SHEET. r 3:1 SLOPES
0 PRIVATE BORROW DITCH #14. 3:1 SLOPES 03/01/24
SEE DETAIL THIS SHEET. 0
FUTURE PRIVATE BORROW DITCH #14 q IF ONSTRU I IN
PRIVATE BORROW DITCH #13 SAND WINDOW 16SF 04
SAND WINDOW 16SF PRIVATE BORROW DITCH #15 'l�'E_OF 0 1�'
PHASE SAND WINDOW = 32SF
77
G 9.
CAN
rB�)
w 540 54.28sw 7
SEE PLAIN FOR ELEVATIONS
BORROW DITCH AND CHECK DAM DETAIL SHEET
C 5 ■ 0
U")
00
Lo
CY)
E c:)
c:)
+ 00
EXISTING CASTELBROOK s 0
SUBDIVISION N 0. 2 O
.. .
0 30' 60'. ... 4L ui
. . . .4.�.
�. . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SCALE 1 30'
. . . . . . . . . . . . . . . . . . . . . .... .... . . . . . . . . .... .... . . . .. ...
. . . . . . . . . . . . . . . . . . . . . . . . . . .. .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
C
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ....
.. .... .... ....m
W. PINE RD.
2
- - - - - - - - - - - - - - - - - - - - - - - - - - - - c)
Q
- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - 3'x3' GIRR BOXMH 1
v - - c) ->
-.7
58
0 r 1 v
....................................................... .............................. ..............................
...................................................
..................................................................................................................................................................................................................................................................................
...................................................................................................................................................................................................................................................................................................................................................................................................... .. ........
- - -= -= =!,=* *=* *=*"-*'* - - - - - .... =7
--- - - - - - - - - - - - - - - - - - - - - - - - - GRAVITY IRRIGATION KEYNOTES
rn
CD
4+100 319 OR TOO
4 P1 - 4 P1 -4 pi 2+ DEMO AND REMOVE EXISTING IRRIGATION
ON
4 P1 4 P1 4 P1 4 P1 4 P1 4 ri 4 P1 4 P1 4 IPI 4 P1 4 P1 4 P? 3'X3' PRECAST IRRIGATION
3'x3' GIRR BOXMH 5j :7 STRUCTURE. LOCATE AND EXTEND EXISTING 12" CMP
L IT-
STA: 4+45.27 3'x3' GIRR BOXMH 4 GRAVITY IRRIGATION PIPE TO THE END RUN OF 12" PVC
3'x3' GIRR BOXMH 3 3'x3' GIRR BOXMH 2O Li
4 71 -4 P1
STA: 1+51.01 STA: 0+74.41 0.03 IRRIGATION PIPE WITH INVERT CALCULATED AT ±2552.40'. Lu
CONTRACTOR TO CONTACT ENGINEER OF RECORD IF C)
11 II DISCREPANCIES OCCUR FOR REDESIGN.
INSTALL 12" 22.5* PVC ELBOW. 0 C)
Z I 2 I I < O
LL
FUTURE
aw
C/) Lu00
Ld LLJ
O m i O a 16 15 14 0 J1
0 BLOCK 2 1 ;2� PHASE
FL BLOCK 1
L-Lj L-Lj
C) LL-
(L
CD
Lu
GRAVITY IRRIGATION PROFILE O LLA
5+00 4+00 3+00 2+00 1 +00 0+00
Q L�
VERTICAL SCALE
0 3' 6'
SCALE 1 3'
2560 2560 O Q
CD
FINISHED GROUND
EXISTING GROUND 27.9 LF I
@ 1.29
2555 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 27 GIRR 555
4,2.4
@
- - - - - - - - - - - - - -
-900
74.61 LF 12"
292.27 LF 12" C-900 @ 0.22% 3'x3' GIRR *BOXMH 4
456 LF 12L--
1.197
EXISTING GROUND V3]x3' GIRR gRR BOXMH
/GIR R* @ 0.23% 0+30.03 0.0' z �
RIM 2559.2±
x3' GIRR BOXMH 2 12" IN 2554.69-E
2 3'x3' GIRR BOXMH 2 12" OUT 2554.69-W W oo
r,r) M I C)
NO SUMP -00 cz)
1+51.01 0.0' 8" WATER MAIN `-
1
T3'x3' GIRR BOXMH 1 cn RIM 2558.3± CROSSING 11 1 M :2
4+45.27 0.0' 12" IN 2552.96-E -ft-ft L'i - 00 Li
CD cn L,
2550 RIM 2556.3± 2550 Lj cli cj:� cn
12" OUT 2552.96-W --i = 0::
12" IN 2552.31-E C/) Q L'i C-4 1) 0-
.< = ��j ': _
NO SUMP 3'x3' GIRR BOXMH 5 E
12" OUT 2552.31-W L�j C/) " -) -1
uj C, C) c) '.0 C/)
NO SUMP 0+00.00 0.0, uj LLJ
RIM 2559.2± CD
CD
3'x3' GIRR BOXMH 3
EX. 15" PLASTIC IN 2555.05-E '2 m
0+74.4 0.0' 12" OUT 2555.05-W V M
RIM 2559.0± NO SUMP LLJ
12" IN 2553.85-E 3: u
12" OU-- 2553.85-W < = L�J
<
SUMP K53.85 -J
2545 . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 2545
5 S\ONAL FN
NOTES:
1.) ALL IRRIGATION BOX TO BE PER 3'x3' AND INSTALLED
PER ISPWC STANDARD DRAWING SD-619 WITH NO SUMP T APPRO
UNLESS OTHERWISE CALLED OUT.
02/29/24
2.) ALL IRRIGATION PIPE SHALL BE SDR-35 UNLESS
F �ONSTK I N
OTHERWISE CALLED OUT. OF
3.) ALL GRAVITY IRRIGATION MUST HAVE A MINIMUM OF 1.5'
OF COVER. MOUNDING MAY BE REQUIRED IN CERTAIN AREAS.
2540 2540
5+00 4+00 3+00 2+00 1 +00 0+00 SHEET
C6 . 0