CC - Construction Drawings L0
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GENERAL PRESSURE IRRIGATION
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE N
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 ,: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. O'
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE 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 PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY
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
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q w
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4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. ROADWAY (CITY OF MERIDIAN) Uj
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 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY E VICTORY RD N Z
PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE Z � w E -
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7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING w Iof CC nUj
o S C-)AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS Cn w o J _
SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. ROADWAY(ACHD) CD
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8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD N N U 0
(C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS E. AMITY RD ., e
SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. W
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL Z O
BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. fy_ -
WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. Uj
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10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES Q
(208-387-6284). CONTACT ACHD A MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST.
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE U
MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE N L1J m
ENGINEER. ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. LAKE HAZEL RD O = Q
5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND L.L
WATER THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. ,j ,, m 0
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 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. U N
WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE VICINITY MAP Q
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. NOT TO SCALE 0
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 g. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT.
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS W
(IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK LEI
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 IMPROVEMENTS. U-)
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 10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THECschuItzdeveIopment@yahDoo.com
RS R - SHEET INDEX -
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO DEVELOPMT
SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. SCHULTZ C1.0 COVER SHEET, GENERAL NOTES & VICINITY MAP
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 BOX 1115
11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE N, ID 836 C2.0 FINAL PLAT
BEDS, DRAINAGE SWALES). DETERMINED BY THE FIELD INSPECTOR. 880-1695
.com C2.1 FINAL PLAT
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE
SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. LATEST EDITION OF I.S.P.W.0 AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. C3.0 STREET PLAN & PROFILE - COLUSA & PLUMERIA
13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC C3.1 STREET PLAN & PROFILE - SAWTELLE PEAK 0
SEWER WORKS CONSTRUCTION STANDARD DRAWINGS: (LATEST EDITION) DEVELOPER C3.2 STREET PLAN & PROFILE - SAWTELLE PEAK & CARNEROS
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1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT C3.3 STREET PLAN & PROFILE - DRAINAGE & STREET DETAILS
THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ACHD INSPECTION SERVICES AT 208-387-6284. BERKELEY BUILDING CO
2275 S EAGLE RD, SUITE #185 C4.0 MASTER UTILITY PLAN L LI
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH MERIDIAN, ID 83642
IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER POLICY AND EXISTING PAVEMENT MARKINGS. 208-995-2885 C4.1 SEWER LINE A PLAN AND PROFILE C) >_
MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN C4.2 SEWER LINE A PLAN AND PROFILE
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). STREET LIGHTING C4.3 SEWER LINE B & LINE C PLAN AND PROFILE
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3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A C4.4 STREET LIGHT PLAN LL
MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE
LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. SURVEYOR C5.0 SITE GRADING PLAN
542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT IDAHO SURVEY GROUP C6.0 PRESSURE IRRIGATION PLAN U
RULES (IDAPA 58.01.16). HTTPS://CMZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. GREG CARTER P.L.S.
4. PLACE SEWER SERVICE LINES IN A SIX 6 INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 14ER E. WATERTOWER C6.1 GRAVITY IRRIGATION
( ) 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE MERIDIAN, ID 83642
STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). AND ASSOCIATED WIRING. 208-846-8570 C6.2 GRAVITY IRRIGATION
4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER
METERS.
PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK
5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN p w
1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS ENGINEER C%WVl -- APPROVED FOR
THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. CL
DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. E IDIAN
CK-ENGINEERING CONSTRUCTION C,6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY ,
2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA SHADOW JUNGENBERGCONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. ? o
DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 1300 E. STATE ST, SUITE 102 These plans and/or specifications have been reviewed for CC o
EAGLE, ID 83616 compliance with Meridian City Standards and Specifcations. N
3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE 208-639-1992 This review does not relieve the owner, engineer, or contractor .M o 0
ROADWAY SURFACE. DRAINAGE SHADOW@CK-ENGINEERS.COM of the responsibility to design and/or construct those facilities z n o Y
in compliance with all current applicable federal, state and local w - o o
4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. laws, rules, regulations, ordinances, development agreements, CD� `"
MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. specifications, orders or approvals, all of which the City retains z w n o o N C)FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND the right to enforce. Inconsistencies not noted by City staff shall �L! _
5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE 7not be construed as approved unless specifically addressed o N
INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. - BENCH MARKS - in writing by the City. Any proposed revision to these plans must V �' M C°
be submitted for review and compliance with the Meridian City °' �
6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. NAVD 88 DATUM Standards and Specifications before said revision is constructed. z U
BEFORE DIGGING, CALL < = Q J
DIGLINE AT 1-800-342-1585 Name Date C:) U o LL_ o
ACHD STANDARD REQUIREMENTS 0 TBM#1 ELEV 2676.15' S\oNA� F
CHISELED 'X' IN BACK OF SIDEWALK CO `, ST tic
1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND N 690303.90', E 2462177.42' Plans Are Accepted For Public
STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS $ �o Street Construction 9412
OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, %%rb
LISTED BY DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE 6es1on By stamping and signing the improvement plans, the Registered 12/18/20
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111 MI: ff] Engineer ensures the District that the plans conform to all District C'ST TE OF
policies and standards. Variances or waivers must be specifically �S. KIN���
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered
F Engineer of these responsibilities. SHEET
BY DATE 1 O
ADA COUNTY HIGHWAY DISTRICT
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18 19 G F �',� THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY HEREON. Z N CD w C i
117729
THE PROPERTY IS A PORTION OF THE PROPERTY DESCRIBED IN WARRANTY � ujoo DEED INSTRUMENT NO. 2019-044729. THE PROPERTY IS ALSO ADJACENT o87.50' 2 5D' 70A0' a TO WARRICK SUBDIVISION NO. 1, SOUTHERN HIGHLANDS SUBDIVISION N0. 4 �[ o '
m
(P a AND SKY MESA SUBDIVISION NO. 3. MONUMENTAMON FOUND ON THE V Q
I�1 GROUND PER SAID PLATS AND ESTABLISHED SECTIONAL. CORNERS ARE IN °� o
SOUTHERN SKY MESA �''� 9�E pv 1aP <c,� SUBSTANTIAL AGREEMENT WITH RECORD DATA AND WERE HELD AS z
HIGHLANDS SUBDIVISION fiGpRY � �P�-� CONTROLLING CORNERS FOR THIS PLAT. < = Q J
S UBI]IVIS.ION NO. 3
NO. 4 oc� oLLo
BOOK PAGE
IDAHO
9955 W. EMERALD ST-
DETAITAI 1"�5'L 'A' JOB NO. 20--500 SURVEY BOISE, IDAHO83704
(208)846-8570
P:\Warrick Sub No 4 20-500 d+n \PIat\Warrick Sub 4 PLAT.dw 1 11 2021 1 21:20 PM SCALESHEET 1 OF 4 GROUP, L LC
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LINE TABLE 1. EXCEPT FOR THE COMMON LOTS, A TWENTY AND A HALF (20.5) FOOT WDE PERMANENT PUBLIC
CURVE TABLE UTILITIES, PROPERTY DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED
CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA LINE LENGTH BEARING ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY, A TEN (10) FOOT WIDE LL
PERMANENT LOT DRAINAGE AND PRESSURE IRRIGATION
ON EASEMENT IS HERESY DESIGNATED ALONG LL
Cl 50.00 78.54 70.71 S44'41'30"E 90"00'160 L1 20.84 S89'41'38"E ALL REAR LOT LINES, UNLESS OTHERWISE SHOWN. A FIVE (5) FOOT WIDE PERMANENT PUBLIC w
UTILITIES AND LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR 00C2 69.00 108.39 97.58 S44'41'30'E 90*00'16' L2 63.50 SOI8'22"W LOT LINES AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT
C3 69.00 45.37 44.55 S18'31'29"E 3740'15' L3 63.50 SO'18'22"W 2. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO
FARM, SECTION 22-4503, WHICH STATES: "AGRICULTURAL OPERATION, AGRICULTURAL FACILITY
C4 69.00 25.14 25.00 S47'47'56"E 20'52'39" L4 35.36 S9'00'21"E OR EXPANSION THEREOF NOT A NUISANCE -EXCEPTION. NO AGRICULTURAL
OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A
C5 69.00 37.88 37.41 S7357'57"E 31'27'22" L5 35.34 S9'00'21"E NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE
L6 35.34 59'00'21"E SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE
C6 31.00 48.70 43.84 S44'41'30"E 90'OO'16" THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE
C7 17.50 27.49 24.75 N45'18'30"E 89'S9'44" AT THE nME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT
APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN
C8 17.50 27.49 24,75 S44'41'30"E 90'00'16' AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."
C9 120.00 18.32 18.30 N85'56'00"E 8'44'45" 3. IRRIGATION WATER WLL BE PROVIDED TO THIS SUBDIVISION IN COMPLIANCE WITH IDAHO CODE
SECTION 31-3805 (1)(b). THIS SUBDIVISION IS SITUATED WITHIN THE NEW YORK IRRIGATION
CIO 1139.00 21.22 21.20 N85'56'00"E 844'45" DISTRICT. IRRIGATION WATER WILL BE DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT
OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION ASSESSMENTS TO SAID DISTRICT.
C71 101.00 15.42 15.40 N85`56'00"E 8'4445"
4. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN
C12 120.00 15.32 18.30 S85'56'00'W 8'44'45" EFFECT AT THE TIME OF THE RE-SUBDIVISION.
C13 101.00 15.42 15.40 S85'56'00"W 8'4445" 5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND
SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS
C14 139.00 21.22 21.20 S85'56'00"W 8'44'45" SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT.
C15 17.50 27.49 24.75 N44'41'38"W 90'00'00" 6. LOT 33, BLOCK 4; LOTS 9 AND 21, BLOCK 6; LOTS 15, AND 23, BLOCK 7 AND LOT 12, BLOCK. 8;
C16 17.50 27.49 24.75 S4518'22"W 90'00'00" ARE COMMON LOTS WHICH SMALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S
ASSOCIATION, EXCEPT FOR LOT 4, BLOCK 9 ALL COMMON LOTS ARE SUBJECT TO A BLANKET
C17 120.00 17.67 17.65 S3'54'4-4'E 826'12" PUBLIC UTILITY AND PRESSURE IRRIGATION EASEMENT.
7. A LOT 33, BLOCK 4 IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM.
C18 139.00 20.82 20.60 53'S6'36"E 8'29'S6" THIS LOT IS ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE
C19 101.00 14.73 14.72 S3'52'23"E 8'21'29" 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
C20 120.00 17.57 17.55 N3'56'12"W 823'18" FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE
SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER
C21 101.00 14.65 14.63 N3'53'50"W 8'18'34" EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM Q
C22 139.00 20.50 20.48 N3'58'03"W 827'01" 9. LOT 9, BLOCK 6 IS SERVIENT TO AND CONTAINS AN INGRESS/EGRESS EASEMENT FOR LOTS 7, 8
C23 28.00 23.98 23.25 N65'46'34"E 49'04'08" AND 10, BLOCK 6.
C24 53.00 45,39 44.02 N65'46'34"E 49'04'08" 10. CITY OF MERIDIAN PEDESTRIAN PATHWAY EASEMENT INST. NO. 2020-159179.
C25 53.00 31.56 31.10 N73'15'06"E 34'07'05" 11. ACHD TEMPORARY LICENSE AGREEMENT INST NO.
C26 53.00 1 13.83 1 13.79 j N48'43'01"E 14'57'03' 12. NAMPA--MERIDIAN IRRIGATION DISTRICT TEMPORARY LICENSE AGREEMENT INST. NO.2020-159178
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BOOK PAGE
IDAHO
9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
JOB NO. 20-500 n (208)846-8570
P:/Worrlck Sub No 4 20-50,3\dwg\Plot/Warrick Sub 4 PL AT.dwg 1 11/2021 3 22:45 PM SHEET 2 OF 4 GROUP, LLG
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o / + I 1 I + r7 o ^ 1 ,�'� c C6 O REMOVE TYPE II SIDEWALK BARRICADE WITH KICK PLATE. SAVE
1 o I I 1 I I 76.91 TRC rr,- - - 77.76 CL �± _ + I ' Pelt- 2618 ' + + Q 1 J `
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= 1+0 I t b o �6 77.63FG �Q = 1 1 I 78.22LIP 0+00 W
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a - - '''' I _ 78.34 CL 3 25' COMMON DRIVEWAY. SEE DETAIL ON SHEET C3.3.
Y I o+oo - i I it �`COLUSA AVE. 2+23.19 , Ti��s0� Y ' CD
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BLOCK 6
E BLOCK 4 BLOCK 6
I it I INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL
1 i4 it O DRAWING SD-708.
SEE SHEET C3.1
10 WIDEN SIDEWALK AT COMMON DRIVEWAY TO BACK OF CURB.
SIDEWALK TO BE 6" THICK AT COMMON DRIVEWAY.
Q
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1 1 BEASLEY LATERAL. SEE NOTE 2 ON THIS SHEET. W
O
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COLUSA-SAWTELLE PROFILE PLUMERIA PROFILE . AlL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%
0+00 1 +00 2+00 3+00 3+50 2+25 2+00 1 +00 0+00 WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD
SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO
VERTICAL SCALE gyp° THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE
VERTICAL SCALE gyp• COLORED 'TRAFFIC YELLOW' Q
Ox �� 2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS
0 3' 6' 0 3' 6' Px� LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE
SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA O 0-
TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
0+18.50 Q Q� SPECIFICATION AND A COPY OF THE COMPACTION TESTS. U
O N SCALE 1" = 3' GB 2678.05 3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 0") MIX, PG 64-28 FIVE INCHES
SCALE 1" = 3' CD 00 U_? oo M (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 6") MIX,
co 'T I- on Co 6 06 PG 58-28 TWO AND A HALF INCHES (2.5") THICK
FINISHED GRADE o N °�° o+co 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR
2680 rn N 2680 2680 °' +m m2680 VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS
Ki r- CD " 5. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND
+N CD -0.40% OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
0 o EXISTING GRADE N 0.72%
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Plans Are Accepted For Public
Street Construction �5\0NAL Fti
,1ST 0
By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically 9412
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered 12/18/20
2665 2665 2665 2665 Engineer of these responsibilities. C, qT
0+00 1 +00 2+00 3+00 3+50 2+25 2+00 1 +00 0+00 y��S. KIN���P
BY DATE
ADA COUNTY HIGHWAY DISTRICT SHEET
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C/i �„ 10 KEYNOTES:
22 21
20
2+23.19 16.501 to Of . o
76.91 TRC $ N, �� `��� �? O INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL J °
N N `06 00 ��`. cO �- DRAWING SD-708. J O
SHEET C3.p 33 I� �. ���
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SEE ~ O CO rn 2O 20' COMMON DRIVEWAY. SEE DETAIL ON SHEET C3.3. U
co
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --Ji
`� '� ^ `� CV CATCH BASIN #2 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING Z W
R 6• h0 �- R?o o - IYj 3 SD-604A. 2677.98' TRC, 12" INV 2675.06'. (Q100=1.19CFS, �n
S�' S pp.
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77.23 TRC yL 78.11LIP o 8+02.41 ����� ��`�,,_ Ld O
E. SAWTELLE PEAK ST. 4+69.06 poi 6 77.99LIP o 5+68.23 � 79.46 CL _ = 4 INSTALL t30.5LF 12" C-900 ® 0.49%. V100=3.26 FPSCD
\ 3+00 o b 78.08 CL N 77.90LIP 1 78.49 CL E. SAWTELLE PEAK ST. o �.-�- N O
-o � - 4+0 - _ 5+ 0 - - 6+0� - - 7+00 o - v 8+0 �i Uj
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77.76 CL I� �• 5+31.73 W
78.55 CL 1�; 78.19 CL 78.34 CL 7+84.17 N CATCH BASIN #1 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING O O
79.37 CL O5 SD-604A. 2678.02' TRC, 12" INV IN 2674.91', 12" INV OUT
2674.91'. (Q100=1.60CFS, Q25=1.15CFS). LL O
70
w m 00 CE o N O INSTALL t26LF 12" C-900 @ 0.50%. V100=3.88 FPS
Lo
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0'4ao a; '� ^ `" N / M N O INSTALL S/G TRAP #1 PER ACHD BMP-01. SEE SHEET C3.3 +
M j/ ^ ^ ^ �; ^ + ^ + ^ + + FOR DETAILS.
/ �n ^ ^ /
O O
10 INSTALL SEEPAGE BED #1 PER ACHD BMP-20. SEE SHEET C3.3
11 12 13 ^� 14 15 16 17 i 1 g 19 O FOR DETAILS.
�. ,O O
BLOCK 6 14' WIDE GRASSCRETE STRIP IS TO BE INSTALLED WITHIN THE
i LANDSCAPE AREA IN ORDER TO PROVIDE ACCESS TO STORM O
/ DRAIN SYSTEM. SIDEWALK TO BE 6" THICK AT LOCATION OF ALL
i GRASSCRETE.
i
10 BEASLEY LATERAL. SEE NOTE 2 ON THIS SHEET.
O �
O O
NOTE: n
1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2%
WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD W n
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' O
2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS O
LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE
SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA
COLUSA-SAWTELLE PROFILE TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
SPECIFICATION AND A COPY OF THE COMPACTION TESTS. + O
3+00 4+00 5+00 6+00 7+00 8+00 9+00 3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 0") MIX, PG 64-28 FIVE INCHES
(5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 6") MIX, 0-
PC 58-28 TWO AND A HALF INCHES (2.5") THICK
000 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR
xo VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS
5. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND
CDOBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
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-0.59% - - - - - - - - - - -
0.90% 0.44% 0.40% 0.41% - - - - - -
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VERTICAL SCALE _ Q J
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0 3' 6' Plans Are Accepted For Public
Street Construction S\oNAL
2670 2670 '
F�L
By stamping and signing the improvement plans, the Registered COCJ GIST
SCALE 1 = 3 Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically 9412
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered 12/18/20
Engineer of these responsibilities. C,ST E of \0P, P
S. KIN���
BY DATE
2665 2665 ADA COUNTY HIGHWAY DISTRICT SHEET
3+00 4+00 5+00 6+00 7+00 8+00 9+00
C3 . 1
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0 SEE THIS SHEET //Z ��j�/ W J
' I KEYNOTES:
C.J u- u_ 3 � c3 i �'I U? rn 38.100, / / //
BLOCK 8 ' ' ' /' '/
56
co N O 0 r
N In N H000)
N r7 N O� I 33.00' '/ // \`
rn '- co o rn 267g � <r °° ^ I / / // / `\ O REMOVE TYPE II SIDEWALK BARRICADE WITH KICK PLATE. SAVE
rn o N / J / / / BARRICADE FOR LATER USE ON SITE. J C)
C.
LO
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1 U-) 00i �i/� i J 2O REMOVE TYPE III ROADWAY BARRICADE AND SIGNS �!
^ /
9+33.91 i 9+91.24 10+27.74 o Ln
c, /
9+00 79.91 CL 80.00 CL-------�� 80.24 CL 79.91 CL E. SAWTELLE PEAK ST. 2 `� /�'i j � W \`� o N SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT. REPAIR PER ISPWC z W
�79.85 CL w10 - D b 11 00 12 00 12 11.24 .-- u� / // / O ^ °O 3 AND ACHD SUPPLEMENTAL DRAWING SD-301, SD-303 AND
LiJ -�\�� ��\3 00 o - _ M - + - - U \\ } � o / / oo - w 1 SD-806.
9+54.74 0° `�Q 12+41.24 I + w
I 0 5 V CONNECT TO EXISTING CURB, GUTTER, SIDEWALK AND ASPHALT.
SAWTELLE 80.09 CL c��° o0 77.99 CL \
CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF
W 4 0 O DISCREPANCIES OCCUR, CONTACT ENGINEER OF RECORD FOR POTENTIAL Q > o
5 RL°� ,' / // / / - Y RE-DESIGN.
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C?. 5
�' 0+00 i / // rE!� 81.48
17.67 2 O INSTALL PEDESTRIAN RAMPS PER ISPWC AND ACHD SUPPLEMENTAL M I�
�\ Q �\\ b 3 0+36.50 // �1+00 CL 70 +7 159 3 m m 5 DRAWINGS SD-712H TYPE H1.o o 0 1 80.24 CL / / // /•� (!) �� Lq n u� i 80.53 CL �� // /_ 81.27 CL _ O
� f / // �, - 1+53.02 0 82.10 CL Z
� O \ co co 00 io / / 00 1+70.59 U (n �J J
cO o W �� Cq00
n N r7 ,
- o z \ a, l / 81.89 CL I �- O BEASLEY LATERAL. SEE NOTE 2 ON THIS SHEET. W Q
S. CARNEROS AVE. 0/�
M I � oo i 4 W U
U; v~i N
C) o r NOTE:
\\\\\\\\\\ \\ \\ J U O N ^
SEE THIS SHEET J ` /'" co 30
1Z \��\\� �� 1O O I jt / ~ o w o 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% W
A 9 " ,�, + + WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD
20 21 \������� �---2680•---, O j < /� CO o, SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO W
I cn o�/ � o+ o+ THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE
BLOCK 6 33. 0' ��� ���� BLOCK 8 i COLORED 'TRAFFIC YELLOW'
^```\ w o ^ 2. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS
38. 0' \ \� I z LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE
BLOCK 7 '� �I - i SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA
++ BLOCK 11 �� 6 N TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
SPECIFICATION AND A COPY OF THE COMPACTION TESTS.
SEE THIS SHEET 3. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 6") MIX, PG 64-28 FIVE INCHES
(5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 6") MIX,
PG 58-28 TWO AND A HALF INCHES (2.5") THICK
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR
VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS (�
5. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND O
OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
W
W �
Q O
COLUSA-SAWTELLE PROFILE U
9+00 10+00 11 +00 12+00 12+41
2690 2690 CARNEROS PROFILE
0+00 1 +00 1 +71
2690 2690 W
W �
0 o�ti
2685 �`° ��x 2685 0°° �
o �
�'\�'
Q 2685 ����°�J�ox o 2685
rn� rno �o +c°ONo
O O0o. 'n a' moo �o �o ^rn
00 r- �� r co +� +O 00 N� OM CD
c`.i rn c`c co li Q'`" a'm rn m o��" FINISHED GRADE o c�v M FINISHED GRADE
m m o CD -m oo +
mU' CD CD O C,00+co O N N
O O N m 2
0.42% N rn
-0.90% m
Z68O .40% 0.48% 0.42% � 17%
+N2680 N
N �
O
N
M _ Y
- - - - - - 2680 o
- - - - - - - - - -
- - - - - - - - - -- .sa% - - - - - - - - - - -
i - - - 1 - - - - - - - - - - - - - - N I M w
of
CL
V
� oo1 i a
N o I Y
I I CDcr_ W
Q L N Q
EXISTING GRADE 6" PIRR Z "' z Y C) N
CD W
i
W O V) 00= V) U NCD
M
2675 4" PIRR 2675 EXISTING GRADE CD a-
PLACEIHOLDERRR E CD m
VERTICAL SCALE VERTICAL SCALE V � o
w o
0 3' 6' 2675 0 3' 6' 2675
z �
Q w
LLJ
o' = Q
C:) U o LL o
SCALE 1" - 3' SCALE 1" - 3' Plans Are Accepted For Public
Street Construction �5 N�0AL Fti
,1ST 0By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
2670 2670 policies and standards. Variances or waivers must be specifically 9412
9+00 10+00 11 +00 12+00 12+41 and previously approved by the District in writing. Acceptance of the
2670 2670 improvement plans by the District does not relieve the Registered 12/18/20
0+00 1+00 1 +71 Engineer of these responsibilities. C,STa TE of \OPT°P
y�'DS. KIN���
BY DATE
ADA COUNTY HIGHWAY DISTRICT SHEET
C3 . 2
LO
00
Ln
i
NOTE: 18" ADS N-12 OUT 2 ROW 38'-0" ROW
N
SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 TO SEEPAGE BED
SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR
REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF r 8'-0' 33'-0" 8'-0" O
SEEPAGE TRENCH. �o Q
2'-6" CE 2'-6" 0020' SEE TRENCH DATA TABLE - THIS SHEET 5'-6" 16'-6" 16'-6" 5'-6" �
5' FROM END OF TRENCH z
O
TO ACT AS MARKER 14'-6" 14'-6"
MONITORING S' MqX 12" 12" MPX G�j Q W
w I I I I �opF r
WELL "A° FOR UNDERGROUND INFILTRATION SYSTEMS ACHD IS NOW INSTALLING ELECTRONIC MONITOR WELL = _� _� SLOPE 2.00% SLOPE 2.00% S�GP W
0 MARKERS ON EACH CORNER OF THE FACILITY. COORDINATE WITH ACHD
PER ISPWC AND N
INSPECTION STAFF FOR PLACEMENT OF THE MAKERS DURING CONSTRUCTION AND MONITORING ACHD SD-627 = F���
PRIOR TO BACK FILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. WELL "B" ~ 1 1 �.� CST —
IPE J
0 0 0 0 0 0 0 0 0 0 0 m / / 14" - PIT RUN 12" MIN FLAT LANDING BEHIND
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �_ �_ 4" - 3/4" MINUS SIDEWALK (TYP.) BOTH SIDES. —
a 12" MIN FLAT LANDING BEHIND CRUSHED GRAVEL Q
18" ADS N-12 PERFORATED PIPE. 12" C-900 IN SIDEWALK (TYP.) BOTH SIDES. CONCRETE SIDEWALK (TYP)
U PER ISPWC AND ACHD SUP.
SEE DETAIL 1 THIS SHEET. w FROM S/G TRAP #1 LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH ( ") DRAWING SD-709. J o O
INSTALL SOLID CAP AT END OF w MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK STANDARD ROLLED CURB & GUTTER Q
SDMH LID TO BE PLAN VIEW PERFORATED PIPE LU
n PER ISPWC AND ACHD SUP. U m Q
FLUSH WITH FINISH MONITORING WELL SD-702 w
GRADE TOP OF TRENCH TO BE A MINIMUM 33' TYPICAL STREET SECTION OF 2 FOOT BELOW FINISHED GROUND, PER ISPWC AND ACHD SD-627 n
V
TOP OF SIDEWALK AND CURB. (TYP) z W
LID TO BE FLUSH WITH Scale: NOT TO SCALE
z / / / / / / 12" C-900 IN FINISHED
tURFACE5
NATIVE BACKFILL TOP OF TRENCH �� �j��j��j���� FROM S/G TRAP #1
_
DRAIN ROCK SLOPE% MIN. N o _
MAY BE OVER PIPE
� 2674.68 TOP CD
o 0 0 0 w OF CONC.
0 W o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o w
x
V) M
I I I
o
=jt
w
EXTEND NON-PERFORATED PIPE I I m 20" PAL 5' EP 25'-0" EP 0 � Q
MIN. OF 5' INTO SEEPAGE BED 2" FRACTURED ROCK
a
DRAINAGE GEOTEXTILE o 2674 78 m 0
TYPE 1 (ISPWC SECTION ,�, 12 INV IN 6" MIN. 2674.00 N
2050). OVERLAP MINIMUM n 18" ADS N-12 INV U
SEE TRENCH ELEVATION TABLE FOR BOTTOM OUT TO SEEPAGE BED
OF BED AND BOTTOM OF SAND ELEVATIONS
OF 12" ON TOP AND
SIDES.
FG ON LOTS
Q
FG ON LOTS F SLOPE 1.75% MAX O
(LOT 7 BLK 6)
EXCAVATE MINIMUM OF 3'-0" INTO FREE DRAINING SANDS AND GRAVEL ASTM C-33 FILTER SAND IN
(TYP.), IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL ACCORDANCE WITH ACHD BMP 04
LANDSCAPE LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH
NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE
SEEPAGE BEDS TO PROVIDE THE 3'-0" MIN. CLEARANCE BETWEEN 1000 GAL. SAND/GREASE TRAP #1 MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK U�
GROUNDWATER AND THE BOTTOM OF THE SEEPAGE BED. WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TESTS - NTS - PER ACHD BMP 01
PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. PLACE 10" MIN. OF 3/4" ROAD MIX.
IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER,
FOOT PLATE (TYP.) CONSTRUCT CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO COMPACTED TO 95% DENSITY.
12" BELOW SEEPAGE FILTER SAND OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. ALL SEWER CLEANOUTS AND
WATER METERS IN THIS COMMON NATIVE MATERIAL COMPACTED
PER THE SOILS REPORT BY MTI DATED AUGUST 15, 2018. GROUND WATER WAS DRIVEWAY TO BE TRAFFIC RATED. TO 95% DENSITY.
FOUND DOWN TO DEPTHS OF 9.08 FT. MTI RECOMMENDS THAT BASED ON TEST
TYPICAL SEEPAGE TRENCH DETAIL PITS, GROUNDWATER DEPTHS VERY FROM 6.19 FT TO 9.08 FT. A PERCOLATION
SCALE: NTS RATE OF 4"/ HR WILL BE USED FOR DESIGN BASED ON THE SOILS REPORT DONE
BY SITE CONSULTING DATED JUNE 14, 2019. 25FT COMMON DRIVEWAY SECTION
3 Scale: NOT TO SCALE
SEEPAGE TRENCH DATA TABLE
FINISHED GROUND TOP OF ROCK TOP OF SAND BOTTOM OF SAND APPROXIMATE100 YEAR DESIGN
SEEPAGE BED # DIMENSIONS WXDXL ELEVATION ELEVATION ELEVATION ELEVATION GROUNDWWATER VOLUME
1 15'Wx3'Dx181'L 2677.69 2675.65 2672.65 2671.15 2670.76 3744
W
1. A PERCOLATION RATE OF 4" PER HOUR WAS USED TO DESIGN THE SEEPAGE BEDS FOR THIS PROJECT.
2. A TEST PIT MUST BE DUG AT EACH LOCATION OF EACH SEEPAGE BED. PERCOLATION TEST WILL BE REQUIRED W
AT EACH SEEPAGE BED LOCATION. REPORT PERCOLATION TESTING INFORMATION BACK TO THE ENGINEER OF
RECORD. PERCOLATION TESTING MUST BE WITNESSED BY ACHD INSPECTION STAFF. SEEPAGE BEDS MAY NEED TO W
BE REDESIGNED BASED ON ACTUAL PERCOLATION TESTING RESULT.
N5 �gs.
�\400e_ I�/
\ I /
3/8" PERFORATIONS IN VALLEY
— — — — OF CORRUGATED PIPE. 5 EACH
— — \�/ ON 18" PIPE.
w
18" ADS N-12 a
x
a
N
N �
O 3
LLJ
0
N Y
U
WN � I Na
W 00
cn o I 4-
w co 04 Cr- W
18" PIPE PERFORATION SCHEDULE Q Iw N Q
J 3
— — !ZIPc~ w nc� °J
NTS �i
Y O N
W w � C) � U N r7
x =
CDCD
(N
V �2 m
m o
w o
z �
Q w L
o = Q
o U o LL o
Plans Are Accepted For Public
Street Construction �S N�OAL Fti
,1ST 0By stamping and signing the improvement plans, the Registered
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifically 9412
and previously approved by the District in writing. Acceptance of the
improvement plans by the District does not relieve the Registered 12/18/20
Engineer of these responsibilities. C'STgTE of \0P' P
y�IDS. KIN���
BY DATE
ADA COUNTY HIGHWAY DISTRICT SHEET
C3 . 3
LO
00
Ln
N �
N
�J tfLUC K 5
\ 15
O3 E O
O
BLOCK 4 O O O O O O O O BLOCK S CID
z
0 d o
N 15 14 13 12 11 10 Wd al —aid _ 16
- 1 Q W
R \ 0 50' 100'
PI BLOCK 4
W
1 22 23 24 25 26 27 28 29 I 7 SCALE 1" = 50' J
_ = w
Q
s
O
� m <<
— — — — =F= — — — — WATER KEYNOTES
Y O 17 19 M — M — M — M z W
3 EXISTING — — — _ lO REMOVE BLOW-OFF ASSEMBLY AND ATTACH TO EXISTING 8" WATER MAIN. — O
WARRICK PHASE-2 BLOCK 4 / — — s — s s / (�
I
O INSTALL 8" 11.25' BEND _
0
I I I I I I I LLJ
M � U
0 r EXISTINGLL
Q
I m WARRICK PHASE-3 BLOCK 7 W Q
BLOCK 7 m � 00
' N
I m 1 BLOCK 7 s� WATER METER LEGEND U
(n CIOO6 O7 O8 9 10 11 \
Immp 31 j 35 c 3/4" DOUBLE METER SERVICE. O
23
ald _ (PER CITY OF MERIDIAN STANDARD DRAWING W-1)
X I N Id Id —--- ----------
M � — — — - — — — — — — �W/
D _-, - L�
o m --
- — — — — — — — ---
m N D m — — --
r ----
3/4" SINGLE METER SERVICE.
cn (PER CITY OF MERIDIAN STANDARD DRAWING W-2)
D Z ➢ a = Ir I
;0Fri m m NOTE:
�
� �' 12 1. CENTER OF WATER METER TO BE 2' BEHIND BACK
4h. 34 — BLOCK 7 BLOCK 7 OF SIDEWALK (TYPICAL).
O 18 17 16 15 14 13 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER
I G4 N 22 21 20 19 METERS AND WATERWORKS BRASS BE ANSI/NSF 61
_ SHEET C4.2 SEE SHEET C4.3 I CERTIFIED.
SH
t I 33 aid ; SEE 3. ALL MIDSECTION WATER LINES NEED 5' OF COVER
I 1 I D ALL OTHER WATER LINES NEED 4' OF COVER.
OW — LINE B E. SAWTELLE PEAK ST. N
I - - - - - - -
w IV -_1
E. SAWTELLE PEAK ST. — — — — — w — _ 5 LINE A - / _ I
s s LINE A s s N
II �� — — t I M SEWER LEGEND
-� w
t110 LF I OO EXISTING 48" DIAMETER SEWER MANHOLE
I 8" WATER MAIN Q
I SEE SHEET C4.2 (CONT. C4.3) EXISTING 8" SEWER MAIN
IICI D I NEW 48" DIAMETER SEWER MANHOLE
8O o 10 11 12 13 14 15 16 17 18 19 20 21 m 12 11 10 O I �
I m o 2 BLOCK 8 s NEW 8" SEWER MAIN
BLOCK 6 D I
±67 LF NEW 4" SEWER SERVICE
m 1
I 8" WATER MAIN
STA: 6+82 4" SEWER SERVICE LABEL
III _� L STA: = SEWER MAIN STATIONING
'2 L 43.0' L OR R = LENGTH OF 4"
INV. 27.48
L® ald 1 SERVICE LEFT OR RIGHT OF MAIN LINE.
INV 27.48 = 4" SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
1
EXISTING 12
SOUTHERN HIGHLANDSLIJ
a
NOTEO 3
0
N Y
CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATIONCcrn �,
FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. W N i o w
LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL .� M $
NOT BE USED FOR IM
EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. a
z �' a
Y
Uj
Q W ACV ON Of Q Qf
J
!J Cn CD W
Ln
W Of
U N OCD C
W 2 �
d =
CDN
p 2 m
(L`✓NL E IDIAN -- APPROVED FOR v m L
IDAHO z �
CONSTRUCTION < w
00 =<
= Q
These plans and/or specifications have been reviewed for o U o LL_ o
compliance with Meridian City Standards and Specifcations.
This review does not relieve the owner, engineer, or contractor Sip NA L F
of the responsibility to design and/or construct those facilities 5 , ST tic
in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders or approvals, all of which the City retains 941 2
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed 12/18/20
in writing by the City. Any proposed revision to these plans must C'61 7-E OF \OP�O P
be submitted for review and compliance with the Meridian City IDS. KIN���
Standards and Specifications before said revision is constructed.
Name Date SHEET
C4 . 0
M
SEE SHEET C4.2 CID
w
v) _ ,
N
w 32.2' R O
Y t251 LF 8" WATER MAIN J J INV. 72.30 (�
1
(CONT. SHEET C4.2)
I m V) 2 Y
m
z
t226 LF 8" WATER MAIN 3 4 � O
t38 LF 8" WATER MAIN
0 50' 100' (n
I IN J� �J� �J� 17. 5' LLJ
>
+ O + O + O
I IQ �I IQ �I IQ �I ! 2 SCALE 1" = 50' W
2 � �� 2 �� 2 �� -
z
M I + - - STA: 2+95
5 32.2 R J
I 2 O INV. 71.80
SSMH 4 WATER KEYNOTES Q
W 5 4 STA: 2+86.14 J
QI4 1O REMOVE BLOW-OFF ASSEMBLY AND ATTACH TO EXISTING 8" WATER MAIN. J C)
2 w w w w _ Q _
a 1 S. COLUSA AVE. 4 ;r, 3 4 `'' i 1N� 4 M Q
b 180° �! �o_ \ INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
STANDARD DRAWING W-8 �-�
S �I 0 0 LINE A 1+00 S S 00 166° 4 \\ \\ 3 ^
� (D
4 \ INSTALL W
Q 1 O3 1-8"x6" MJxFLG, 1-6" GATE VALVE FLGxMJ Z `
±12 LF 6" C-900 ^
SSMH 3 v
STA: 2+48.90 s� 9 z O POTABLE/NON POTABLE CROSSING (�
j 6 SEE WATER NOTES 2&3 ON SHEET C1.0. -
EXISTING SSMH 1 2 2 2 2 X \1 O
STA: 0+00.00 O
s O5 INSTALL 8" 45° BEND w
I � � � � � � SSMH 2 U
+ o + o + o STA: 2+12.45 +`� \
I�M 9 I� 'I
S. COLUSA AVE. �� \ ? 4
I LL
N 2 4 m Q
O WATER METER LEGEND C� N
Y
3/4" DOUBLE METER SERVICE. - O
(PER CITY OF MERIDIAN STANDARD DRAWING W 1) Q
3/4" SINGLE METER SERVICE. U
Id (PER CITY OF MERIDIAN STANDARD DRAWING W-2) W
CFOR
E
NOTE:
PIR OR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION 1. CENTER OF WATER METER TO BE 2' BEHIND BACK
ECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. OF SIDEWALK (TYPICAL).
SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER
SED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS.
METERS AND WATERWORKS BRASS BE ANSI/NSF 61
1 PIR PIR PIR CERTIFIED.
GIR GIR Gi GIR _
3. ALL MIDSECTION WATER LINES NEED 5' OF COVER
ALL OTHER WATER LINES NEED 4' OF COVER.
LINE A PROFILE I_I_I
0+00 1+00 2+00 3+00 3+50 SEWER KEYNOTES
L _
VERTICAL SCALE CONNECT NEW 8" SEWER MAIN TO EXISTING SEWER MANHOLE. O
NOTE: O EXISTING 8" SEWER INVERT 2665.83'. Q
0 3' 6' 1.) ALL SEWER PIPE LENGTHS ARE FROM CONTRACTOR TO FIELD VERIFY ELEVATION. IF DISCREPANCIES OCCUR CONTACT
FACE OF MANHOLE TO FACE OF MANHOLE. ENGINEER OF RECORD FOR REDESIGN. W
2.) SEWER MANHOLES TO BE CONCENTRIC O SEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2%
SCALE 1" = 3' AND ARE TO BE INSTALLED WITH NO SUMPS. SLOPE 10 FEET BEHIND SIDEWALK.
O INSTALL 4" SEWER SERVICE CLEANOUT. SEE TAGS FOR ELEVATIONS AND LENGTHS Q
2680 2680 OF SEWER PIPE. ALL 4" SEWER SERVICE PIPE TO BE RAN AT 2.00% SLOPE.
EXISITNG GROUND
- - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - T SEWER LEGEND
-7
FINISHED GROUND OO EXISTING 48" DIAMETER SEWER MANHOLE
267511 2675
I I Q EXISTING 8" SEWER MAIN w
Uj
0 a
INEW 48" DIAMETER SEWER MANHOLE N
N c)
8" WATER MAIN '
0
8" ATER MAINcc
S NEW 8" SEWER MAIN = w
32.45 LF 8" cn � I o w
NEW 4" SEWER SERVICE °O rn o
33.24 LF 8" a
SEWER @ 0.45% SEWER 0.45% _ z �' o I Y
STA: 6+82 4" SEWER SERVICE LABEL - CO oN Cr it
26701 I 2670 -�3 0'7� STA: = SEWER MAIN STATIONING z J N
43.0' L OR R = LENGTH OF 4" C' o z �, Y o N
SERVICE LEFT OR RIGHT OF MAIN LINE. o o ; N
INV 27.48 = 4" SEWER SERVICE DEPTH = _
1 p 1.26% 10 FEET BEHIND PROPERTY LINE. �[ m
Q
45 LF 8" SEWER 48"0 S MH 4 V m o i
208. 48"0 SSMH 3 2+86.1 LINE A-SWR z
48"0 SSMH 2 2+48.90 LINE A-SWR
2+12.45 LINE A SWR RIM 2677.1 t RIM 26 7.4t Q w � LLi
RIM 2676.8t 8" IN 2668.90-SE 8" IN 2 69.15-E � _ _
8" IN 2668.65- 8" OUT 2669.05-NW E IDLON-
2665APPROVED FOR � Q J
8" OUT 2668.80-N I � � � � �LJ 8" OUT 2668.55 N 2665 CONSTRUCTION
48"0 SSMH 1 p pRO NT F
These plans and/ors specifications have been reviewed for CO tic
0+00.00 LINE A-SWR compliance with Meridian City Standards and Specifcations.
RIM 2676.0t This review does not relieve the owner, engineer, or contractor
8" IN 2665.93-S of the responsibility to design and/or construct those facilities 9412
8" OUT 2665.83-N in compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements, 12/18/20
specifications, orders or approvals, all of which the City retains sTa I, 0
the right to enforce. Inconsistencies not noted by City staff shall OS�KIN���P
not be construed as approved unless specifically addressed
2660 2660 in writing by the City. Any proposed revision to these plans must
0+00 1 +00 2+00 3+00 3+50 be submitted for review and compliance with the Meridian City SHEET
Standards and Specifications before said revision is constructed.
Name Date C4 . 1
LO
00
Ln
N
N
W E C'I
C:)
O
S
� z
0
0 30' 60' W
SEE SHEET C4.3 18 17 Q
22 21 20 1 g t 132 LF 8" WATER MAIN w
E. PERJUE ST. I O
I+ J�� SCALE 1" = 30' z
� t251 LF 8" WATER MAIN t111 LF 8" WATER MAIN d- J� �Q �7 J
+ Mi
i
Hid - - _
N + J + J�.Mj
w I IQ I°�1 I� ��I I1 ��I �°o
z z Q z Q z WATER KEYNOTES
� � J o
- - - t251 LF 8" WATER MAIN
J ? � 6 N 1O INSTALL 8" 45° BEND Q o
(CONY. SHEET C4.1) �/ V 2 �/ I I m
Cl- r , � M Q
G�. w , W 2 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
6 - = 0
K ST, 4 m STANDARD DRAWING W-8
SA`MELLE PF� + 1 q z I-I-1
w w LINE A INSTALL
\ w w w w 4 9+OS O3 1-8"x6" MJxFLG, 1-6" GATE VALVE FLGxMJ ^
1 E. SAWTELLE PEAK ST. N 4 4 5 N C7 4 4 3 4 4 o - SSMH 7 t12 LF 6" C-900 v
�44 3+00 4 LINE A 4 O S 4 STA: 9+44.19 (�
S 4+00 S S 5+00 C �" S LINE A 6+ 0 S 7+00 S 4 17 V0 (A 4 POTABLE/NON POTABLE CROSSING \
O
SEE WATER NOTES 2&3 ON SHEET C1.0. Q
i
4
SSMH 5 1 INSTALL: o
LINE A STA: 5+27.37 1 O5 1 - 8" TEE (ALL FLG), 2 - 8" GATE VALVES (FLGxMJ) �/
I LINE C STA: 0+00.00 � 1 - 8" FLGxMJ ADAPTER O
SSMH 4
STA: 2+86.14 1 1I �\ I 1 1 ��o
SSMH 6 6+ N 7, 6O INSTALL 8" 11.25' BEND U -
STA: 7+96.71 �� �.. N w Q
+ M 'J m 00
N + �N + ��„� oo
+ IQ M7
IN NCI I"' NCI I� NCI I� NCI I�' NCI I� NCI NCI I� NCI J
oq J fin- J zQ
WATER METER LEGEND QCD
11 12 13 14 15 16 17 18 19 20 21 � � �
3/4" DOUBLE METER SERVICE. LLI
W
(PER CITY OF MERIDIAN STANDARD DRAWING W 1)
CFOR
E I 3/4" SINGLE METER SERVICE.
OR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION d (PER CITY OF MERIDIAN STANDARD DRAWING W-2)
ECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS.
SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOTE:
SED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 1. CENTER OF WATER METER TO BE 2' BEHIND BACK OF
SIDEWALK (TYPICAL).
2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER
METERS AND WATERWORKS BRASS BE ANSI/NSF 61
CERTIFIED.
3. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL
OTHER WATER LINES NEED 4' OF COVER.
W
L�
O
LINE A PROFILE SEWER KEYNOTES
2+50 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50
W
[(D CVERTICAL SCALE EWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2%LOPE 10 FEET BEHIND SIDEWALK.
NOTE:
0 3' 6' 1.) ALL SEWER PIPE LENGTHS ARE FROM
FACE OF MANHOLE TO FACE OF MANHOLE. Q
2.) SEWER MANHOLES TO BE CONCENTRIC
SCALE 1" = 3' AND ARE TO BE INSTALLED WITH NO SUMPS.
SEWER LEGEND
2680 2680
FINISHED GROUND OO EXISTING 48" DIAMETER SEWER MANHOLE
- - - - - - - - EXISTING 8" SEWER MAIN
NEW 48" DIAMETER SEWER MANHOLE
- - - - - - - - - - - z z
uj
EXISTING GROUND 12" STORM DRAIN ` J =
S NEW 8" SEWER MAIN � j
--------------
2675 8" WATER MAIN NEW 4" SEWER SERVICE z N Y
2675
4 STA: 6+82 4" SEWER SERVICE LABELCc a'
�3.0' STA: = SEWER MAIN STATIONING W N uj
o
_ � � a
43.0' L OR R = LENGTH OF 4" W
INV. 27.48 SERVICE LEFT OR RIGHT OF MAIN LINE. Z w 10 o
8" WATER MAIN cn cn
INV 27.48 = 4" SEWER SERVICE DEPTH Q w C4 Cr
�, Q
143.48 LF 8" SEWER 0.62% 10 FEET BEHIND PROPERTY LINE. !ZIP N CD wLn
i
W C) � U N Oc
265.34 LF 8" SEWER @ 0.41
48"0 SSMH 7 CD m '
4 9+44.19 LINE A-SWR V Q
2670 2670 (:> EN�l
IAN -- APPROVED FOR °'
w
$96.71MLINE A-SWR 8" OUT 2672.27-W DAHO CONSTRUCTION z
v w
IM 2679.3t Q w I J
48"0 SSMH 5 " IN 2671.38-E o U o LL C:)5+27.37 LINE A-SWR These plans and/or specifications have been reviewed for
" OUT 2671.28-w compliance with Meridian City Standards and S ecifcations.
14��"� S MH 4 RIM 2678.2t P Y P
8" IN 2670.20-E This review does not relieve the owner, engineer, or contractor \ NA
2+86.1 LINE A-SWR 8" IN 2670.20-N of the responsibility to design and/or construct those facilities CO ST Fti
RIM IN2 .4 15-E 8" OUT 2670.10-W in compliance with all current applicable federal, state and local c
laws, rules, regulations, ordinances, development agreements,
8" OUT 2669.05-NW 9 P 9
specifications, orders or approvals, all of which the City retains 9412
2665 2665 the right to enforce. Inconsistencies not noted by City staff shall
2+50 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 not be construed as approved unless specifically addressed 12/18/20
in writing by the City. Any proposed revision to these plans must Sr r°
be submitted for review and compliance with the Meridian City �y�OS�KIN���P
Standards and Specifications before said revision is constructed.
Name Date SHEET
C4 . 2
LO
00
Ln
N
WATER KEYNOTES CV
E 1O REMOVE BLOW-OFF ASSEMBLY AND ATTACH TO EXISTING 8" WATER MAIN. O
CONTRACTOR TO FILED VERIFY LOCATION OF EXISTING WATER (D
s OSERVICE INSTALLED IN PREVIOUS PHASE AND ENSURE WATER 00 (n
SERVICE IS IN WORKING CONDITION. V z
O_
OINSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN Cn
3 STANDARD DRAWING W-8 Q W
0 30' 60' 0 30' 60' w �
INSTALL
4O 1-8"x6" MJxFLG, 1-6" GATE VALVE FLGxMJ 7
t12 LF 6" C-900 L
SCALE 1" = 30' SCALE 1" = 30' J
OPOTABLE/NON POTABLE CROSSING �11
SEE WATER NOTES 2&3 ON SHEET C1.0.
INSTALL: p
1 BLOCK 7 16 I O 1 - 8" TEE (ALL FLG), 2 - 8" GATE VALVES (FLGxMJ) J "
1 - 8" FLGxMJ ADAPTER J
0 � 15 14 13 SEE SHEET C4.2 I
I I 7O INSTALL 8" 11.25' BEND 1 M Q
+ +
IN +
IQ a z
I I 1 t126 LF-
1 I 3 1 z I t107 LFQj
±60 LF 8" WATER MAIN 8" WATER MAIN I - j 8 WATER MAIN I N + II O I V7�v O
W
+ J 1
0
SSMH 9 I N �If � �� I
N STA: 2+24.98 5 5 5 1 y r ! I WATER METER LEGEND p
V // M O - - D r I - - �/ V 2 \ LU O
M M m U
� 3/4" DOUBLE METER SERVICE.
W N I 7 - 6 LINE B // 5 4 E. SAWTELLE PEAK ST. 1g0° (PER CITY OF MERIDIAN STANDARD DRAWING W-1) O
= LINE A 2+ .98 2+yl// 1+00 LINE B 07 � 5 0 (f�
(/) 5 5 I = 9� 5 3 4" SINGLE METER SERVICE.
SSMH 7 I D 0 0 LINE C I I 1+00 + 37 I / 111 `� Q
N STA: 9+44.19 m s - s SSMH 10 - d
f �p } 5 4 STA: 1+76.37 ;7 (PER CITY OF MERIDIAN STANDARD DRAWING W-2) m 00
n U N
W S. PLUMERIA AVE. � NOTE:
SSMH 5 v, M M 1. CENTER OF WATER METER TO BE 2' BEHIND BACK OF Q
EXISTING SSMH 8 LINE A STA: 5+27.37
I 1 1 1 LINE C STA: 0+00.00 g II = SIDEWALK (TYPICAL).
I I f STA: 0+00.00 D
1 m 2. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER Q O
METERS AND WATERWORKS BRASS BE ANSI/NSF 61
+ J + J N J o I rzn 3 w CERTIFIED. W
t110 LF 3. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL W
8" WATER MAIN OTHER WATER LINES NEED 4' OF COVER. (�
I co t f
0
BLOCK 6 7zc I
20 0 12
21
m BLOCK 8 SEWER KEYNOTES
SEE SHEET C4.0 SEE SHEET C4.2
OSEWER SERVICE WILL BE 4" PIPE WITH A MINIMUM 2%
SLOPE 10 FEET BEHIND SIDEWALK.
U W
W LL_
O
LINE B PROFILE LINE C PROFILE E:L�
2+25 2+00 1 +00 0+00 0+00 1 +00 1 +76 SEWER LEGEND 0-
VERTICAL SCALE VERTICAL SCALE O EXISTING 48" DIAMETER SEWER MANHOLE M "V
0 3' 6' 1TALL SEWER PIPE LENGTHS ARE FROM 0 3' 6' 1.)TALL SEWER PIPE LENGTHS ARE FROM EXISTING 8" SEWER MAIN
.)
FACE OF MANHOLE TO FACE OF MANHOLE. FACE OF MANHOLE TO FACE OF MANHOLE. W Q
NEW 48" DIAMETER SEWER MANHOLE
2.) SEWER MANHOLES TO BE CONCENTRIC 2.) SEWER MANHOLES TO BE CONCENTRIC
SCALE 1 = 3 AND ARE TO BE INSTALLED WITH NO SUMPS. s NEW 8" SEWER MAIN
SCALE 1" AND ARE TO BE INSTALLED WITH NO SUMPS.= 3' '
FINISHED GROUND
FINISHED GROUND EXISTING GROUND
2680 2680 2680 2680 NEW 4" SEWER SERVICE
- - - - - - 4" SEWER SERVICE LABEL
43.0' L STA: = SEWER MAIN STATIONING
- _ INV. 27.48 43.0' L OR R = LENGTH OF 4"
_ SERVICE LEFT OR RIGHT OF MAIN LINE.
4" PIRR r - INV 27.48 = 4" SEWER SERVICE DEPTH
W/8" C-900 SLEEVE z z I Z Z I 10 FEET BEHIND PROPERTY LINE. w
z EXISTING GROUND z I
4" PIRR < oo L cLi
I I W/8" C-900 LEEVE
r N �
N Y
675 w 267 8" WATER MAIN I 1675 267 Cc
g" WATER MAIN CFOR
E
N � i o w
o' � o
~__ I a
OR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION
ECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. o� oN QSEWER SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL z N � �0,61% SED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. z N (n o
48"4 SSMH 9 I 172.37 LF 8" SEWER 0.80% � �i C) � � ��
CD
2+24.98 LINE -SWR U a C° Q
2670 RIM 2680.1 f 2670 2670 2670 °' LLJ
8" OUT 2672.5 -E
48"0 SSMH 8 1+76.37 LINE C-SWR z
0+00.00 LINE B-SWR E IDIAN -
RIM 2678.1 t RIM 2679.3t is„ Q w w w
8" OUT 2671.58-S IDAHO APPROVED FOR <
8" IN 2671.17-W 48"0 SSMH 5 o v o � o
8" OUT 2671.07-E 5+27.37 LINE A-SWR CONSTRUCTION
0+00.00 LINE C-SWR These plans and/or specifications have been reviewed for NA
RIM 2678.2t SRO L F
8" IN 2670.20-E compliance with Meridian City Standards and Specifcations. CO G,ST tic
8" IN 2670.20-N This review does not relieve the owner, engineer, or contractor
8" OUT 2670.10-W of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local 9412
2665 2665 2665 2665 laws, rules, regulations, ordinances, development agreements,
2+25 2+QQ 1 +QQ Q+QQ 0+00 1 +00 1 +76 specifications, orders or approvals, all of which the City retains 12/18/20
the right to enforce. Inconsistencies not noted by City staff shall s 0 r r
not be construed as approved unless specifically addressed SOF \0 P
�
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed. SHEET
Name Date
C4 . 3
LO
00
Ln
N �
N
�J tfLUC K 5
\ 15
O3 E O
O
BLOCK 4 O O O O O O O O BLOCK S 00
z
O d o
N 15 14 13 12 11 10 aid al ald _ 16 �
1 Q W
R \ 0 50' 100'
PI BLOCK 4
W
1 22 23 24 25 26 27 28 29 I 7 SCALE 1" = 50' J
_ = W
Q
s I I _ J
1 I J
O
N STREET LIGHT NOTES: U � m Q
21
— — — — — — — TYPE 2 STREET LIGHTS SHALL BE INSTALLED r I�
17 19 M M M AT LOCATIONS SHOWN IN PLAN v
3 EXISTING Y O O _ — M z W <
— —
WARRICK PHASE-2 BLOCK 4 s s s / (�
/ - - -
VI
I � �
0
m U
0 EXISTING O Q
WARRICK PHASE-3 BLOCK 7 W Q
- — — - BLOCK 7 m 00
BLOCK 7 C� N
O 07 O8 9 10 11 s\ �
Q
31 35
O I m 23 ald O
I (N 22
M D i cn Id id _ _ — — — - — — — —
mN
W
D z rl a
m r
I � 6 32 34 I BLOCK 7 BLOCK 7
I O 18 17 16 15 14 13
III O O
22 21 20 19 I
it
33 STREET LIGHT ald STREET LIGHT
TYPE 2 I I TYPE 2
53622C 53622C I
M- - M � x
OX IN E. SAWTELLE PEAK T.
WIV I E. SAWTELLE PEAK ST. W.
_
_ s s�— s s m =
A �
STREET LIGHT (
I I
2
53622C
TYPE
I I � Q
O o 10 11 12 13 14 15 16 17 18 19 20 21 Z 12 11 10 O
M BLOCK 6 BLOCK 8
D I1 m �
,II
LL
® - i - - - L - - -- - i — - - - - - - - - - • - - - - — aidT LIT
- - aIdd I —
L —~ L
EXISTING
SOUTHERN HIGHLANDSUj
a
0 0
zw
=D �
N I w
W o
00
moo ,
Y
Q W ACV ON Q �
J
!J Cn CD W
QW Ljn == U N C)
(L`NLE IDIAN -- APPROVED FOR o N
IDAHO CONSTRUCTION v m C
W
These plans and/or specifications have been reviewed for
w
compliance with Meridian City Standards and Specifcations. =
This review does not relieve the owner, engineer, or contractor o U o � o
of the responsibility to design and/or construct those facilities
in compliance with all current applicable federal, state and local NA
laws, rules, regulations, ordinances, development agreements, CO G ST ` Ftic
specifications, orders or approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed 9412
in writing by the City. Any proposed revision to these plans must
be submitted for review and compliance with the Meridian City 12/18/20
Standards and Specifications before said revision is constructed. 61 �°
� ATE OF P P
Name Date S. KIN���
SHEET
C4 .4
Lo
_ I 00
I , Lo
N �
1
II 1
2677 N
I ,
EXISTING 21TF BLOC E
WARRICK PHASE-1
019 - - - - - - - CD
00
BLOCK 4 _
z
(76.50EG) i I m 76.28SWcn
- 76.28SW76.21FG (76.98EG)
76.78EG -- W
( ) EXISTING 0 50' 100' �
W
1 BLOCK 4 WARRICK PHASE-3 z
Ii i i� O I 2� 30 18 (79.78EG) ` \� SCALE 1" = 50' J
76.49SW 76.49FG (77.19EG) 79.81SW 79.81SW �6 BLOCK 7 -
(76.81 EG) j I i 76.51 FG 76.51 SW BLOCK 7 0
0.50% 1.16% �4.66
76.91 FG J BLOCK 6 77.00FG I I (79.35EG) (77.53EG) BLOCK 7 \ J �
76.42FG I I 1 N I O7 O8 9 10 11 Q _
35 I O O O O 78.09EC 77 , 77.51FG KEYNOTES U m Q
1 5 Ii f O � 23 _ _ 77.91FG ( 77.71FG ( 8 EG) k77.48EC77.20FG (77.20EG) 91EG)
O I (79.50EG) (79.2 78.48FG (78.9 - - _
78.31 FG �(78.68EG78.11 FG (78.37EG) I
N 77.79FG � I 79.28FG v
76.78SW 79.30SW W
76.28FG 76.80FG 76.80SW c, 76.78FG 77.79FG < - - - INSTALL TYPICAL BACKYARD SWALE.
(77.28EG) o m 78.65 G 77.45FG 77.40FG z "
78.41 FG 78.25FG O
v�i 1.66% 2.73% �I�I I 79.23FG 78.83FG 79.09FG 78.61 FG 1 78.50FG 77.87FG 1 0 SEE DETAIL THIS SHEET.
2 0.70% D 6
1 28 rn V
77.50FG I i 0 N BLOCK 7 O INSTALL NON-TYPICAL BACKYARD SWALE. r n
m n 1 o o m N 80.04FG 80.30FG 79.19FG 78.47FG SEE DETAIL THIS SHEET. V_
BLOCK 4 o BLOCK 7 0 0 79.76FG 26go 79.96FG 79.82FG�2s�g 12 Q
I 34 2679 78.65FG 78.90FG 79.41 FG BLOCK 7 2679
G f O 3 INSTALL AREA DRAIN #1, SEE DRAIN DETAIL ON THIS SHEET.
2677 78.39FG 18 17 16 14 13 O Ll.l
`� O98F m U
I77.08SW 77.08FG 78.75FG 78.75SW @21 20 19
(77.39EG) 76.00FG 77.09FG 77.09SW
5 79.96SW O4 SLOPE ® 3:1 O Q
1.47% t t 33 2.16% 0.66% }
79
t I N 80.01SW 80.30SW I .82SW 79.19SW 78.47SW D
78.39FG ABANDONED OL ALIGNMENT OF BEASLY LATERAL SHALL BE LIJ
I 78.69SW I; A 78.65SW 78.90SW 79.16SW 79.41SW 79.73SW m REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL m 0
77.00FG _ 0x O5 FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA TO VERIFY N
._�I _ - - NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL U
4 _ =- - -� PER ISPWC SPECIFICATION AND A COPY OF THE COMPACTION TEST.
77.47FG \ - - - - _ _ _ - - _ - E. SAWTELLE PEA -0 Z
Q
m � Q O
(77.05EG) 75.72FG 78.41SW 77.47SW� AWTELLE PEAK ST. _ _ _ �� _ _ _ -
9 80.22SW I i t 80.03SW 79.40SW 78.77SW � W
2 77.74SW 79.90SW 11 78.14SW W
BACK OF SIDEWALK
= nl 78.41SW 78.70SW 78.24SW 79.62SW I I P/L78 07SW 78.48SW 78.76SW 79.05SW 79.34SW N
00
50.0' VARIES-SEE PLAN
N
m x „ � 80.22FG 80.03FG \�� 79.40FG 78.77FG 78.14FG
79.87FG
N
O$ 10 11 12 13 14 15 16 17 18 19 20 1 z 1 1 5 '10 9 0.00%^ GRADE i
m ^
77.00FG 78.34FG
77.89FG 78.07FG 78.70FG 78.24FG 78.48FG 78.76FG 79.05FG 79.34FG 79.59FG S4OpE
\V�
2678
BLOCK 6 267 o .' . `•,LOCK S SEE �N
tl� b\ b\ 0 � 8 o r� cD 1 rn . o o0
N r7 `n O �� O \ h7 CN 00 BLOCK 6
2 o N �° 2s7s
2680 _
-2680 _
2677 75.56FG 75.86FG 76.17FG 76.49FG_ 76.81FG 77.12FG 77.44FG 77.75FG 78.07FG 78.38FG 78.70FG LOT GRADING DETAIL
(77.18EG) 2677 -19.00FG GIR
- - - - � - - 80.39FG
- - - - � - - 268j -NTS-
T
7
(77.44EG) (77.90EG) (77.93EG) (78.60EG) (79.02EG) (78.86EG) (79.40EG) (79.55EG) (79.70EG) , (80.02EG) (80.28EG) �� (81.55EG) (80.75EG)
(79.70EG) (79.44EG) (79.68EG) 81.93FG
82.06FG
J PAL
EXISTING
SOUTHERN HIGHLANDS C�
AREA DRAIN DETAIL 6
SCALE: NTS
SLOPE VARIES
SEE PLAN Q
5'
BACKYARD SWALE
VOLUMES ARE GIVEN FOR REFERENCE PURPOSES. NO 8" PERFORATED PIPE. INSTALL SOLID CAP AT TYPICAL SECTION
COMPACTION EXPANSION FACTORS APPLIED, ALL SEE DETAIL 4 THIS SHEET. END OF PERFORATED PIPE
VOLUMES SHOWN ARE 1:1. CONTRACTORS SHALL DO NOT TO SCALE
THEIR OWN VOLUME CALCULATIONS FOR BIDDING AND 00 - 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0
BILLING PURPOSES. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PLAN VIEW P/L
WARRICK SUBDIVISION NO. 4 - ui
a
x
a
EG TO FG SITE GRADING 6'
CUT 2,646cy 8" PIPE WITH GRATED LID TOP OF TRENCH TO BE A MINIMUM o N
FILL 6,190cy o
NET 3,544cy FILL OF 2.00 FOOT BELOW FINISHED GROUND, Z w o i
TOP OF SIDEWALK AND CURB. (TYP) z Cc
ASPHALT ROADWAY = 2,521cy CUT w 0.00% GRADE a N
NATIVE BACKFILL TOP OF TRENCH z a SLOPE VARIES >w '�' M O
SEEPAGE BED -1 - 15'W X 3'D X 181'L = 8,145cuft OR 302cy SE `n Z N a Y E pLyN
DRAIN ROCK SLOPE=0.00% MIN. i o o �
SEWER MAIN 1,347F @ 6s ft LF = 8,082cuft OR 300c C4 o Q w cv Q
g / y ��MAY BE OVER PIPE !ZIP N CD w
QQ i
o O O O O O o o O O O O o O O O O o O O O O W Z U) (Y N p �
WATER MAIN 1,569LF ® 6sgft/LF = 9,414cuft OR 349cy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 o ft�o (,
PIRR MAIN 80LF @ 6sgft/LF = 480cuft OR 18cy Z F_ NON-TYPICAL o m N
BACKYARD SWALE v
STORM DRAIN 46LF ® 6sgft/LF = 276cuft OR 10cy 8" 90° ELBOW 3/4"-2" FRACTURED DRAIN ROCK -� m z NOT TO SCALE °' o 0
oz z
GIRR MAIN 1,467LF @ 7sgft/LF = 10,269cuft OR 380cy �M Q w J
SECTION VIEW DRAINAGE GEOTEXTILE wM � = Q - -
ouo � o
EG TO FG NEEDS t3,544 cy OF FILL. TYPE 1 (ISPWC SECTION
WITH ALL UTILITIES, ROAD SECTION, AND SEEPAGE BED, 2050). OVERLAP MINIMUM
WE HAVE OF t3,880cy OF CUT. SEE TRENCH ELEVATION TABLE FOR TOP OF 12" ON TOP AND \p N A L
SO WE HAVE AN EXCESS OF t336cy TO SPREAD ACROSS THE SITE. OF BED AND BOTTOM OF ROCK ELEVATIONS SIDES. co Fti
,1ST Gl
12-18-2020
9412
12/18/20
�yq�S oK IN���P
SHEET
C5 . 0
Lo
00
Lo
N V_
CV
�J tfLUC K 5 — ,:I-
\ 15
O3 E
O
BLOCK 4 O O O O O O O O o BLOCK S 00
z
0 d �
Lo15 14 13 12 11 10 aid Am _ 16
W
Pi R BLOCK 4 \ 0 50' 100'
W
1 22 23 24 25 26 27 28 29 I I 7 SCALE 1" = 50' J
_ = W
O
U
NOTE: _
3 O 2 17 19 M M M M 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW LJ_J
EXISTING \ — — — YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. z
CD
9 WARRICK PHASE-1 BLOCK 4 s s s 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW v
YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF u�
RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL
\ I I I I I I I I I \ INSPECTIONS. Q O
t I
14
1 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND
13 30 I 18 i I I OWNED BY NEW YORK IRRIGATION DISTRICT. N M
F. LL
I O O EXISTING \ 4.) SEE SHEETS C6.2 - C6.6 FOR GRAVITY IRRIGATION. O = Q
I ±55 LF 6" PIRR WARRICK PHASE-3 BLOCK 7 i
L1
u
— I BLOCK 7
m 00
14 I 16 I BLOCK 7 U N
I O O7 O8 9 10 11 s\ Z
13 � I O O O 5 6 O Q
I 23 0 PRESSURE IRRIGATION KEYNOTES
O I I I m —ald
= m 13 13 �n id id - - - _ = I - -
O ±134 LF 4" PIRR "' 12 12 12 12 12 W
—I X t347 LF 6" PIRR < — U
m N _ 2 12 <\✓� 1 CONNECT TO EXISTING 6" PI MAIN. W
� I t 3
12 12 12 12 O
Z I A
13 O ±121 LF 4" PIRR
I 13
O O CONNECT TO EXISTING 4" PI MAIN.
t41 LF 4" PIRR j � t95 LF 4" PIRR BLOCK 7 BLOCK 7 12
O
13 ±125 LF 4" PIRR 4 18 17 16 15 14 13
� 22 21 20 19 I
O INSTALL 4" 90° BEND W/THRUST BLOCK
3 4
rI I 33 aid — t I 3 I g 4 I I I O INSTALL 4" GATE VALVE W/THRUST BLOCK
I I D
13 13 5
±15 LF 4" PIRR \
INSTALL 8" C-900 SLEEVE. SEE PLAN FOR LENGTH
E. SAWTELLE PEAK T.
±48 LF 4" PIRR
E. SAWTELLE PEAK ST. HOT TAP EXISTING 4" PI MAIN. INSTALL 4" TAPPING SADDLE
— — s _ _ 5 _ _ _ = Z
m
I� I I 6 I I 7O INSTALL 4" 22.50' BEND W/THRUST BLOCK
4� / CD
4
f198 LF 4" PIRR INSTALL 6" x 4" TEE W/THRUST BLOCK Q
N I W
co I c� I 9 INSTALL 6" 90° BEND W/THRUST BLOCK
O
8O o 10 11 12 13 14 15 16 17 18 19 20 21 A 12 11 10 g I u�
I m
BLOCK 6 oN t198 LF 6" PIRR BLOCK 8 10 INSTALL 6" GATE VALVE W/THRUST BLOCK (�
t870 LF 6" PIRR I •�' I 13 13 13 I
I 1
10 g 0INSTALL 12" C-900 SLEEVE. SEE PLAN FOR LENGTH
13 13 13 13 13 13 13 13 13 13 13 13 13 13
9
a d aid aid aid L aid_ aid t7 LF 6" PIRR—— —— — — _ aid TYPICAL LOT SERVICES INSTALLED IN PREVIOUS PHASE.
f16 LF 6" PIRR 12 CONTRACTOR TO ENSURE SERVICE IS INSTALLED AND
IN WORKING CONDITION.
10
EXISTING I 11 8 9 13 INSTALL TYPICAL LOT SERVICES PER NEW YORK IRRIGATION
SOUTHERN HIGHLANDS t51 LF 6" PIRR STANDARD DRAWING IRRIG-02.
w
II
a
14 INSTALL 6" 22.50° BEND W/THRUST BLOCK N
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12/18/20
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SEE SHEET C6.2 w
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PIR -- PIR
I II I I O
1 I I O
I I I N I 00 � c�
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w
II i i w 0 30' 60'
I II I w I z
I I i t J SCALE 1" = 30'
I II , I J e
I J o
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NOTE:
O , V 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW
`- z YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. LJ-I
I 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW
C7 Q I I N YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF
Z 2 I I RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL
a O- - I S. COLUSA AVE. I C — INSPECTIONS.
W U I I = 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND C)
A M nl Ill OWNED BY NEW YORK IRRIGATION DISTRICT. U
� I m
Zx � �
Q N 4.) SEE SHEETS C6.1 - C6.2 FOR GRAVITY IRRIGATION.
3 i 2: -j O Q
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KEYNOTES
r+i r H INSTALL GIRR MH-1 AT EXISTING GRAVITY IRRIGATION
PIPE. EXISTING 18 PVC INVERT AT 2672.45.
9 NoO18 I O CONTRACTOR TO FIELD VERIFY INVERT. IF DISCREPANCIES W
OCCUR CONTRACTOR TO CONTACT ENGINEER OF RECORD. C�
- O I
9 �i0018 I I i i� i I
— PIR 1 —
//j
170' _ PIR PIR PIR
CD LL-1
- - - - - - - - - - - - - - - - << LL---
EXISTING CD
WHITE BARK
GRAVITY IRRIGATION PROFILE
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 Q
n' n
CD
NOTE:
1. ALL GRAVITY IRRIGATION MANHOLES TO BE INSTALLED PER
I.S.P.W.C. STANDARD DRAWING SD-611 WITH NO SUMP.
2. ALL GRAVITY IRRIGATION PIPESHOWN SHALL BE ADS N-12
UNLESS OTHERWISE CALLED OUT.
ui
2680 2680
CL
N �
O 3
/ I _ FINISHED
E—D G—ROU—ND EXISTING G-ROU-ND- - - - - - - — - - — — — — — — — — — — — — — — — — — — — — — - - - �
CE
— — — — — — —
— — — — — — — — —
L� a
W °� 100 a
o
w oY
— � o � U
L ON N Cr- Q
267 J 2675 Z Lj JQ Z o � "
c~n c D w °r �i
WW � (n N O J 2 �
286.45 LF 12" GIRR ® 0.22% o N
347.39 LF 12" GIRR ® 0.22% V m
m
w
1 51.93 LF 12" GIRR ® 0.24% �
o
z �
48" GIRR CYLINDERMH 4 Q w w w
r48"' R CYLINDERMH 3 RIM 267 0.0' o u o � o
4+07.32 0.0' RIM 2677.8t
48" GIRR CYLINDERMH 1 EGIRRCYLINDERMH 2 RIM 2677.6t 12" O 2673.99
0+00.00 0.0' 0+55.93 0.0' 12" IN 2673.35-E 12" OUT 2673.99-W \p NA L
2670 RIM 2677.9t - NO SUMP 2670 05 G�ST Fti
12" IN 2672.45-S 12" IN 2672.57-S NO SUMP G'
18" OUT 2672.45-N 12" OUT 2672.57-N
NO SUMP NO SUMP
9412
12/18/20
2665 2665 SHEET
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
C6 . 1
N
NOTE:
1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW KEYNOTES E
YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS.
INSTALL GIRR MH-8 AT EXISTING GRAVITY IRRIGATION
2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW O PIPE. EXISTING 12" PVC INVERT AT 2679.75'.
YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF CONTRACTOR TO FIELD VERIFY INVERT. IF DISCREPANCIES S
RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL OCCUR CONTRACTOR TO CONTACT ENGINEER OF RECORD. (n
INSPECTIONS. Z
O_
3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND EXACT ELEVATION OF EXISTING WATER MAIN IS UNKNOWN.
OWNED BY NEW YORK IRRIGATION DISTRICT. PRIOR TO INSTALLATION OF GRAVITY IRRIGATION, 0 30' 60'CONTRACTOR TO W
WATE MAIN AND
4.) SEE SHEETS C6.1 - C6.2 FOR GRAVITY IRRIGATION. O VERIFY ELEVATIONPIN THE FIELD.INCONTACT ENGINEER OF
RECORD IF DISCREPANCIES OCCUR.
SCALE 1" = 30'
BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585 oz
E. SAWTELLE PEAK ST.
LLJ
E. SAWTELLE PEAK ST.
O
\� 0 Q
12 1CD
3 14 15 16 17 18 19 20 21 \ \\\\\\\\� 10 Og Q
O O O O O -_-__
\ `� \. ` BLOCK 8 U W
BLOCK 6 m \180LLI
I \
180'
W -- - - - - ai - - - - + aid - - - - aid aid aid 0 - - - 80
(n - ------ �._ x x --
_ _
w EXISTING 2 x
s-
N SOUTHERN HIGHLANDS 1 LLJ
LL-
O
n
GRAVITY IRRIGATION PROFILE
6+50 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 Q
n' n
CD
NOTE:
1. ALL GRAVITY IRRIGATION MANHOLES TO BE INSTALLED PER
I.S.P.W.C. STANDARD DRAWING SD-611 WITH NO SUMP.
2. ALL GRAVITY IRRIGATION PIPESHOWN SHALL BE ADS N-12
UNLESS OTHERWISE CALLED OUT.
EXISTING GROUND
ui
2680 _ - - - _ - - - - - - - - - - 1 2680cn
_ _ - - - - - - - - - - - -
- _
OF
_ - - - - - - - - - EXISTING N
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8„ WATER MAIN ' o
N Y
Cc
W �_
2 �' � � La
FINISHED GROUND 117.82 LF 12" GIR 0.94% z N o `� �� a
5.9 LF 12" - co o cr "
290.80 LF 12" GIRR 0.22% C-900 @ 0.24% Q `'-' C 4 N Cr- Q
2675
286.50 LF 12" GIRR ® 0.22% 2675 z N w
48" GIRR CYLINDERMH 8 Z m cYi N o
14+54.77 0.0' wo
N
48" GIRR CYLINDERMH 6 48" GIRR CYLINDERMH 7 RIM 2682.5t CD12" IN 2679.75-E V �2 C° Q
13+32.95 0.0' m m
12+83.07 0.0' 12" OUT 2676.50-W o i
L4GIRR CYLINDERMH 5 w
RIM 2682.7t RIM 2682.6t NO SUMP z �
8" GIRR CYLINDERMH 4 9+88. 7 0.0' 12" IN 2675.29-E 12" IN 2675.40-E v w
+97.77 0.0' RIM 2679.1 t 12" OUT 675.29-W < = Q J
12" IN 2674.64-E 12" OUT 2675.40-W
RIM 2677.8t NO SUMP NO SUMP o u o L- o
2" IN 2674.00-E 12" OUT 2674.64-W
2" OUT 2673.99-W NO SUMP
� �pNA� tiC
2670 0 SUMP 2670 s
9412
12/18/20
pyq�S.oK IN���P
2665 2665 SHEET
6+50 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 C6 . 2