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HomeMy WebLinkAboutConstruction Drawings L() Cb 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 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 Of cn 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 P 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. TO - 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 QUARTER HORSE DR. CD 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. Q _ Q 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING J O 0 AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS ROADWAY (ACHD) SAS DERS LANDING J 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 U 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. (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. FRANKUN RD. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL - V m 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 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 Lr n (� 0 WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. V 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 W INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. - VICINITY MAP - 0 Z Q 11. 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. w O 0 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. N = Q ENGINEER. O z 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 m WATER CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. W Q 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. C1.0 COVER SHEET, GENERAL NOTES & VICINITY MAP 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 Z 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 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 ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. C3.0 STREET PLAN & PROFILE - QUARTERHORSE W 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 13. ROADWAY CONSTRUCTION WILL MEET SDRAWIPECIFIC DETAILS AND EDITION) REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD C3.1 STREET PLAN & PROFILE - BAREBACK Q >_ 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 - NEW LAND U 208-387-6284. 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 AND STREET DETAIL SHEET BEDS, DRAINAGE SWALES). MARKINGS. C4.0 MASTER UTILITY PLAN 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER C4.1 SEWER LINE A & LINE B - PLAN & PROFILE SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. STREET LIGHTING C4.2 SEWER LINE C & LINE D - PLAN & PROFILE SEWER 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE C4.3 STREET LIGHT AND SIGNAGE PLAN 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 C4.4 PRESSURE IRRIGATION PLAN THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. HTTPS://CMZENPORTALMERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. C5.0 SITE GRADING PLAN W W 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 C6.0 GRAVITY IRRIGATION 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 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. W 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 O 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 o LISTED IN SECTION 6000 HIGHWAY CUTS; of ACHD POLICY MANUAL. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. Y 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 o Q TRENCHING OPERATIONS. z CK-ENGINEERING `, w 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. � rn o SHADOW JUNGENBERG ATLAS TECHNICAL CONSULTANTS, LLC W N ui n 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 (D z THE CENTER OR EDGE OF A TRAVEL LANE. EAGLE, ID 83616 BOISE, ID 83709 z cf) o � U 208-639-1992 ftftft W o o 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION Q Lj cv "' J a SHADOW®CK-ENGINEERS.COM J 0 Q X STANDARDS OR TIME IS A CRITICAL FACTOR. z cn cD.cc W o iLi C) Q u 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. W W W = w o o - BENCH MARKS - - LD-RSUB-2023-0023 - v M ' �w Y z � NAVD 88 DATUM CITY OF MERIDIAN SPECS Q w < w BEFORE DIGGING, CALL o o o DIGLINE AT 1-800-342-1585 Vl= o s\oNALINITIAL POINT ■ SPARCEL 1 1/4 FOUND BRASS CAPa T APPRO� �s.9sm MONUMENT ■ 10/08/24 F , ONSTR. �o TOTE OF SOP +196tS..10FOUND ALUMINUM CAP 15 MONUMENT rol ■ SHEET 2 c 1 - 0 Lf) 00 L0 i N _ CY) I O O 00 Plat Showing o Cn T " Q w A le�kanders LandingSubdivisl'onw Situated in the Northwest 1 /4 of the Southwest 1 /4 of Section 10, z II a I C I Township 3 North, Range 1 West, Boise Meridian, 05 5� tJ� � " CD 4725 274.030� I W. Quarterhorse Dr. I City of Meridian, Ada County, Idaho. ., 0 Q -� L18 S C 2024 Scale: 1" 50' 8420'38`E J I I J 55.99' � � PLS1 8575 I O I L1 I U CP&F N o. I I I 33 04' 105185212 W. Pine Ave. -- 1�4 _ -_ L--- - - -- -- J L -- -- -- - - --J (DD M M � S.9 S.10 Dotal 'A' Detail 'B' Scale 1" 5' Scale 1" = 5' z C) V � O r ----- 9 I I Legend C See W. QrJart Horse Meadows - �- UnPlatted Z erhorse Dr. Subdivision. Q Found 5/8' Iron Pin, PLS 11779, O 0 Detaii 'A'� unless otherwise noted nw/ 0 S89'21'54"E 275.22' _ PLS 8251 S89'21'54"E 259.22' +� Found Bross Cap Monument _ S8470r38� 274.03' See N 78.90 i 180.33 © Found Aluminum Cap Monument O Q 55.ss' E M Q Detail 'B' W. Quartlpl i10r5e Dr. 138.19' 5.08'T--____ 42,$0, � r_____N�_86*32'11*E � Set 1/2 x 24 Iron Pin with I I o , o -`----I �-4Z 50_ •..33 04' C1 is Plastic Cap, ISG PLS 11779 LdI 1 r 1 I Set 5/8 x 24 Iron Pin with a -+ ;' i av co i 1 i ' i'. 23.5' 1 23.5' Plastic Cap, "ISG PLS 11779" O r- rn _ o W 1 r *I I ai O iv °�' 3 *- tl _ 'n I O 1 0 W I 0 Calculated Point. W W 1 i o o $ o O w N Q o i o nor LO I Nothing Found or Set I :F O N of S +-_�_ rn rn iv ;� o O o S84'20'26'E___J 0.°i ,K°Di W �1 Lot Number Z l 0 1 ! I ;V N o r r- - u W M a C � z , r . --95.35' -___ O 'n °' 5.0'-yr I r O o 1 1 I i :� o �1 U) z; O Subdivision Boundary Line ' Co 1 y L`-- ---fir I ? z 11 II r g+ '� O i1 `O g Right-of-Way Line W 42.55' L-" L___ r I N8420'26"W _-1 z"-S84.20' E _ J I a z Lot Line Q 1 � ]27.7]' 42.50' 42.50' �r-�---�98.826- _ Block 2 W N84'20'26" Block 1 O4ction85.00' I1 - 6.62'-1-� --- Se Line io Temporary d N' O 1 _ _ Centerline Turr. -Around of `t1 I I .- N 10 Z 1 Easement N L_-__ . 1 N z r 1 ao ]07.6T--0.70- 7.38 S8 '26'12"E 151.54' -------------- Easement Line (Note 1) Inst. No. 2024- I G+ N84'20'26"W p 64.33' 42.21' 45.01' . . --- - - - - - Easement Line, as noted S �1 ----^------, r---2 IV W C6 �_---- Unplatted W t' W 1 Q e,� 1 I , I 5.0' f i O No•43'53"E 100.00' Easement dimension Val n ��+ i i i i o 1 CV I w w v - c s - ~ ` � _HeN►►Q�d St. a �� � 4� i 3 1 3 i � � � TT�� T� ACHD Storm Drain (V I OD `S� - Cg O +y Q =_ Q o ,'� 5.0'-'' 3 ��111�LlL. Easement (Note 9) o, O 13 I C7 n 1 0 4 o ao ,ri 00 o U.) vi---C29 __ 1 - C30 -, r___C31 CAS ►r 1 1i 0 o 1 0 o ` C32 rC33-_4 � 0 1 iN o rn 1 V o - i C C4 ti �9 26.27' 42.21' 45.01' (A •e 00 m I O O �w i rn o N88'26'12"W 113.48' "v Reference Documents: qq o z i ! z 1 '!r' r _� 3 c36 l W. Newland St. Deed Inst. No.s: � 1 I Q r b Ni ;� rJ ♦W !� iJ ! C 14 L17- -- ,- - - Easement Inst. No.s: 9028672, 9290235, 2022-071258. r r r o ;q ,.� e �\.3) N88'2612'W 149.62 2 I ^ `� O o C9 ,n ROS Inst. No.s. 1655, 32454, 694-8, 9481, 13655. �----- -__ 1 , s o' z �► Subdivisions: Horse Meadows Subdivision L14 C21 �- �1 rn N �! 1 1 c3$- N88'26'12'W 184.81' N C22 -- r1r Block 3� 1 1 C39 42.17' 42.17' ' C23 �C25 2 � � :3 r r � r---- �____-� r___-- 42.17 44.99' C]7 24 - ' 1 I 113.31' I 1 1 I --`- ------- Surveyors Narrative: - , - - - 20A3 C26'-., ` �� o O 1 3 + i I I 1 E i 1 y'a •") t^ N PJ r w iI I I I I I I The purpose of this survey is to subdivide the property as conveyed by a 1 L13 C20 C2j.\ ; � '0 L Coo ,I ;.� i i Warranty Deed recorded as Instrument No. 2024-017531, records of Ada 1 cn C J h Soo i� o o °. o °� c ,i County, Idaho. The property is as shown on Record of Survey No. , Point of 1 l8 �� rn O 00 rn �' 0 O ui 11 i� o ;.� o O b recorded as Instrument No. 2024- , records of Ada County, Idaho. The o 0 1 fl im ;'� LO 12 ;) ss 13 is adjacent to Record of Survey No. 1655 recorded as Instrument Beginning (i Purdam 1 1 Z I o f o 1 Q, a, to property Ja Y PLS 4725 S8$'26'12"E 2s4.79' Gulch Drain 15 c� �! 11 1 + 9 ? r z I i z 0 No. 91964, Record of Survey No. 3245. recorded as Instrument No. 95043060, v, Record of Survey No. 9481, recorded as Instrument No. 113068085 and Record ' 1 I of Survey No. 13655, recorded as Instrument No. 2022-083532, and Horse J 25.00 L� Purdam 239.79' _ °--------_1 L------- i i 1 1 1 1 I I Meadows Subdivision as filed in Book of Plats at Pages through Gulch Drain � _ 48.87 48.8T �42,1T_� 42��•-� 4217 --- records of Ada County. Idaho. The monuments found per said Record of \ Survey's and plat are in substantial agreement and were held as controlling 0 503.04' 14 N88.26'12'W 270.75' comers. o 281.37' 20.00' Y N88o2$'12*W 784.41' - _ The Basis of Bearings for this plat is taken to be SOO'38'55"W between the Z found monuments at the 1/4 corner common to Sections 9 and 10 and the o I Union Pacific Railroad Section corner common to Sections 9, 10, 15 and 16, T.3N., RAW. B.M., Ada Z o C ai County, Idaho, � LZ o Np,t L ANa S 00z N 8 cn o `a I w I t I o 0 Cy /C/� �"'` F�� CD N X ' Q L N 00 Ld X� 1 779 z � � w UJ W w = Q U cA�la ZO = Ld OF ��P O� o m o See Sheet 2 for Notes, `° Y Line & Curve Data Tables. YR, MCCN z o 0 Q w Book Page S.9 S.10 W. Franklin Rd. s.16 s.15 IDAHO 9939 W. EMERALD ST. PLS. 14221 BOISE, IDAHO 83704 CP&F No. SURVEY 201$-016068 Job No. 21-553 {208}846-8570 Sheet 1 of 4 GROUP, LLC www•IDAHOSl3RVEY.COM P:\Alexanders Landing 21-553\dw \Plat\A1exanders Landing Subdivision.dw 10/11/2024 6:02:01 PM SHEET C2 . 0 L0 00 Ln i N CM I O O 00 U; � z 0 cn Q w LJJ Z A lex a n de 1-) Landing Subdi i/lslon � _ o J O 0 J Q� 0 o � C� m = Z (D O LD U 0 z Q W O Q Notes: Curve Table Curve Table Line Table O Q LL m 1. A ten (10) foot wide property drainage, pressure irrigation and public utility easement is hereby Curve Length Radius Delta Chord Bearing Chord Length Curve Length Radius Delta Chad Bearing Chord Length Line Bearing Length LJJ Q reserved adjacent to all lot lines common to a public right-of-way and rear lot line, unless otherwise delineated and referenced. A five (5) foot wide property drainage and pressure irrigation easement is Cl 37.60' -5521.30' 4'07'58" N88'51'05'E 37.59' C21 28.23' 770.00' 2'06'01" N87'23'12"W 28.22' L1 S89'21'54"E 2.19' hereby reserved adjacent to each side of interior lot lines, unless otherwise delineated and referenced. C2 35.84' '123.50' 16'37*36" S07'39'53"E 35.71' C22 39.24' 770.00' 2'55'12" N84'52'35'W 3924' L2 N00'38'55"E 25.00' _ 2. Any resubdivision of this plat shall comply with the applicable zoning regulations in effect at the time W W of resubdivision. C3 10.07' 76.50' 7'32'28" N12'12'27"W 10.06' C23 38.24' 770.00' 2'50'44' N81'59'38"W 38.24' L3 N00'38'55'E 30.00- 3. Minimum building setback lines shall be in accordance with the zoning ordinance of the City of C4 33.47' 76.50' 25'04'00" S65'53'35"E 33.20' C24 11.05' 770.00' 0'49'21" N80'09'35"W 11.05' L4 N00'38'55'E 2.87' Meridian at the time of issuance of any building permit. All lot, parcel and tract sizes shall meet Z dimensional standards established in the zoning ordinance. C5 150.61' 327.00' 26'23'19" N66'33'15"W 149.28' C25 3.98' 185.00' 1*13*58" N79'07'56"W 3.98' L5 S44'21'30"E 25.19' Q 4. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the C6 163.10' 912.00' 1014'48* N84'52'19"W 162.88' C26 37.95' 185.00' 11'45'12" N72'38'21'W 37.88' L6 S15'58'41"E 50.07' W = highest established normal Ground Water Elevation. L7 S08'26'12"E 11.95' � C7 153.30' 865.00' 10'09'16" N84'49'33"W 153.10' C27 45.62' 185.00' 14'0T41' N59'41'55'W 45.50' 5. Irrigation water will be provided by Nampa Meridian Irrigation District in compliance with Idaho Code , Q Section 31--3805(1)(b). Lots within this subdivision are entitled to irrigation water rights, and will be CS 128.96' ?_80.00' 26'23'19" N66'33'15"W 127.82' C28 55.05' 185.00' 17'03'00" N44'06'35"W 54.85' L8 S45'32'43'W 24.22 obligated for assessment from Nampa Meridian Irrigation District. Maintenance of any irrigation or C9 75.61' 123.50' 35'04'37" S70'53'54"E 74.43' C29 53.46' 865.00' 3'32'27" N88'08'20"W 53.45' L9 N48'24'46"W 24.60' U irrigation drainage pipe or ditch crossing a lot is the responsibility of the lot owner unless such responsibility is assumed by an irrigation/drainage district. C10 16.25' 123.50' 7'32'28" N12'12'27"W 16.24' C30 45.32' 865.00' 3'00'07' N84'52'03'W 45.31' L10 N08'26'12"W 23.05' 6. Lot 4, Block 1; Lots 14 and 15, Block 3; are common lots which shall be owned and maintained by C11 22.20' 76.50' 16'37'36" S07'39'53"E 22.12' C31 49.62' 865.00' 317'11 N81'43'24'W 49.61' 1-11 Nl5'58'41'W 50.07' the Alexanders Landing Homeowner's Association. All common lots are subject to a blanket public utility, property drainage and pressure irrigation easement. C12 29.02' 100.00' 16'37'36" S07'39'53"E 28.92' C32 5.01' 865.00' 019'54" N79'54'52"W 5.01' L12 N45'38'30"E 26.86' 7. Direct lot/parcel access to N. Black Cat Road is prohibited. C13 13.16' 100.00' 7'32'28" N12'12'27"W 13.15' C33 10.02' 280.00' 2'02'59" N78'43'26'W 10.02' L13 S88'26'12"E 15.91' 8. This development recognizes Idaho Code, Title 22, Chapter 45 Right to Farm Act, Section 22-4503, C14 61.22' 100,00' 35'04'37" S70'53'54"E 60.27' C34 52.15' 280.00' 10'40'20* N72'21'46"W 52.08' L14 N88'26'12"W 17.04' which states "No agricultural operation, agricultural facility or expansion thereof shall be or become a C15 139.78' 303.50' 26'23'19" N66'33'15"W 138.55' C35 40.21' 280.00' 813'38" N62'54'47"W 40.17' L15 S15'58'41"E 50.07' nuisance, private or public, by any 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 or C16 158.25' 388.50' 10'12'17" N84'51'04"W 158.04' C36 26.58' 280.00' 526'22' N56'04'47"W 26.57' L16 S08'26'12'E 58.83' expansion was not nuisance the time it began or was constructed. the provisions of this section shall not apply when nuisance results from the improper or negligent operation of an agricultural operation, C17 116.76' 770.00' 8'41'18" N84-05.34"W 116.65' C37 12.79' 123.50' 5'56'05" S56'19'38"E 12.79' L17 S88'26'12"E 34.81' agricultural facility or expansion thereof." Q �� C18 142.60' 185.00' 44'09'50" N57'40'00"W 139.10' C38 38.29' 123.50' 17'45'47" S68'10'34"E 38.13' L18 S01'32'22"E 1.02' 9. Lot 4, Block 1, is servient to and contains the Ada County Highway District storm water drainage system. These lots are encumbered by that certain Master Perpetual Storm Water Drainage Easement C19 136.91' 165.00' 4732'31" N55'58'39"W 133,02' C39 24.53 123,50' 11'22'45' S82'44'50"E 24.49' L19 N00'38'55'E 22.13' recorded on November 10, 2015 as Instrument No. 2015-103256, official records of Ada County, and L� incorporated herein by this reference as if set forth in full (the "Master Easement'). The master C20 113,73' 750.00' 8*41'18" N84'05'34'W 113.62' O 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 Q of the storm water drainage system. Z N L� 0 i Y U Z Q O U Ld N o �j O 0) 0 WN � � JZ W _00 Q Z � o , � w CawCD � z W N N Joo X J J W W w Z Q U W O O O cn = C4 w O o � _ U m m m 0 / LiJ o z p�ALiAND = Q ENS�c `sGG o v o o 11779 Book Page 9�-17 ft hll'zyPZ, 1 DA H O 9939 W. EMERALD ST. C' OOyNI OF ,ts�O� SURVEY BOISE, IDAHO 83704 McCP Job No. 21-553 (208) 846-8570 sr.��t 2 GROUP, L LC WWW.IDAHOSURVEY.COM P:\.A;exanders Landing 21-553\dwg\Pint\A1exanders Londing Subdivision.dwg 10/11/2024 5:35:24 PM. SHEET C2 . 1 L0 00 Ln i N CM - — - O O 00 U; � z 0 cn Q w L LI z A le,,vancleTs- LandingSubdl t/Islon � o o J = 0 J U � � W � Certificate Of Owners CD m = Z Know all men by these presents: that KB Home Idaho LLC, a Delaware Limited Liability Company is the owner of Acknowledgment (D the property described as follows: _ State of Idaho (D � W S.S. 0 A parcel of land situated in the Northwest 1/4 of the Southwest 1/4 of Section 10, Township 3 North, Range 1 County of Ada w W West, Boise Meridian, City of Meridian, Ada County, Idaho more particularly described as follows: 0/ = Q On this day of 2024, before me, the undersigned, a Notary Public in and for said Z State, personally appeared Stan Katanic, known or identified to me to be the Division President of KB Home O Q Commencing at the 1/4 corner common to Sections 9 and 10, T.3N., R.1W., B.M., from which the Section corner Idaho LLC, a Delaware Limited Liability Company, or the person who executed the instrument on behalf of said ILL W M common to Sections 9, 10, 15, and 16, T.3N., R.1 W., B.M., bears South 0'38'55" West, 2653.02 feet; thence on the Limited Liability Company, and acknowledged to me that said Limited Liability Company executed the same. LJJ �W Q west boundary line of said Section 10, South 00'38'55" West, 801.33 feet to the POINT OF BEGINNING; _ In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. _ thence leaving said west boundary line on a line parallel with and 30.00 feet north of the north right—of—way W LW line of the Union Pacific Railroad, South 88'26'12" East, 264.79 feet; _ Q W thence leaving said parallel line, North 01'34'23" West, 382.86 feet to the southerly right—of—way line as X 0 conveyed by a Grant Deed recorded as Instrument No. 2022-071258, records of Ada County, Idaho; My Commission Expires Notary Public, State of Idaho W Residing In Idaho >- thence on the southerly and east right—of—way line the following three (3) courses and distances: W U South 84'20'38" East, 274.03 feet; South 89'21'54" East, 2.19 feet; North 00'38'55" East, 25.00 feet; thence leaving said east right—of—way line, South 89'21'54" East, 259.22 feet; thence on a line parallel with the west boundary line of said Section 10, South 00'38'55" West, 422.01 feet to the north right—of—way line of the Union Pacific Railroad; thence on said north right—of—way line, North 88'26'12" West, 784,41 feet to the west boundary line of said Certificate of Surveyor Q— W CD 10; W !, Cody M. McCammon, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as described in the "Certificate of Owners" is drawn from an actual survey made on the = thence on said west boundary line, North 00'38'55" East, 30.00 feet; ground under my direct supervision and accurately represents the points platted thereon, and is in conformity LL- with the State of Idaho Code relating to plats and surveys. Containing 5.148 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 easements indicated on this plat are not dedicated to the public. However, the right to use said easements is perpetually reserved for public utilities and for o�P1 LAND such other uses as designated hereon, no permanent structure other than for such utility purposes or such other ENS uses are to be erected within the limits of said easements. All lots in this plat will be eligible to receive water service from an existing City of Meridian municipal water system, and City of Meridian has agreed in writing to serve Q 1 779 0 0 P.L.S. No. 11779 y Cod M_ McCammon alb o2 c! o Z all the lots in this Subdivision. � � ,I'Z P� Q 0 F O F �' (D p� o � Lj KB Horne Idaho LLC, a Delaware Limited Liability Company M McCP� L' CC", L'z o WN � I JZ W _00 Q Zp I I w � w � z Q L N N J X J J 00 W w Z < U O O Stan Katanic, Division President W W(D o CD M _ V m m o w o z � Q w � = Q U 0 LL- C) Book Page I DAHO 9939 W EMERALD ST. SURVEY BOISE, IDAHO 83704 Job No. 21-553 (208)846-8570 Sheet 31 Of 4 GROUP, LLC W�,MN.IDAHOSURVEY.COM P:%;Alexanders Lending 21-553\dxg��Plat\Alexanders La,J n�a 5ubdivision.dwa 10/11 j2024 5:55:32 PM SHEET C2 . 2 LO 00 Ln i N CM O 00 � z 0 cn Q w IJJ � z A lexandeTs LanoljDgSubdivision � o o J = 0 J � U � � Health Certificate Certificate Of County Surveyor 0 (� m = 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 z 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 Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho Code, by the ( surveys. U issuance of a certificate of disapproval. (� W W O Q OLL Q M � W W Q Central District Health Date County Surveyor m W W 0 � A roval of Ada Count Highway District Certificate of County Treasurer Q W PP Y 9 Y W O The foregoing plat was accepted and approved b the Board of Ada Count Highway District I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the >- 9 9 P P PP Y Y 9 Y Q � 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 U is valid for the next thirty (30) days only. Commission President County Treasurer Date Approval of City Council W I, the undersigned, City Clerk, in and for the City of Meridian, Ada County, Idaho, do hereby certify County Recorder's Certificate W 0 that at a regular meeting of the City Council held on the day of Q Z 20___� State of Idaho this plat was duly accepted and approved. � ss. Instrument No. LL- County of Ada 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 o I Y U Fee $ 0 Approval of City Engineercr z o N I O 6 a I. the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve UjLjj this plat. z Cn o w Deputy Ex—Officio Recorder Q w� N X J J pp W W w 0 Q U O OCV (n = W O CD � _ m°' LgNQ o `L City Engineer `� o o o 11779 z g Book Page 0 M GAM�� I DAH O 9939 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 Job No. 21-553 (208) 846-8570 Sheet 4 of 4 GROUP, LLC Www.IDAHOSURVEY.COM L.e 'ro 21-553\d+xg\P1at\A1exanders Landing Subdivisivn.dwg 70/11/2424 5:3fi:00 PM SHEET C2 . 3 Lf) 00 N Lo N W E O S O 00 � z 0 � cn 0 30, 60' Q W L1J SCALE 1" = 30' z J O O I Q � FUTURE Q o Z ; KEYNOTES J CD 0 PIVOT POINTE (� O 0 O SUBDIVISION SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT TO CONNECT TO EXISTING Z N ASPHALT AND AS NEEDED TO ACCESS EXISTING UNDERGROUND UTILITIES. N CONTRACTOR TO SAWCUT AND REPAIR PER ISPWC AND ACHD SUPPLEMENTAL U 0 � DRAWINGS SD-301, SD-303, SD-806.4 38 X W m 0 W N 4 ? U (D O O ° wREMOVE EXISTING BARRICADES, . 7 o u� N r p U co o co n .w / n O • co 2 o N N CONNECT TO EXISTING CURB, GUTTER, AND ASPHALT. CONTRACTOR TO FIELD V �l J o N o, �' + 'n ± O3 VERIFY CONNECTION ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES ------ I + M 2557--� 5 OCCUR, CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN. _ �' W - I O o I Q 2 �i \ 8 - 10 O INSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWINGS 0 SD-708. uj O 3 .------------- Q � 0+79.03 � 1+13 __- 2+5 .18 � W O Z 0+00 i 0+39.81 54.82 CL OP 55.02 CL 1 w J 2+09 T I D Q O INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE PER ACHD Q 1+00 - I 't _ 2+57.18 H = SD-1132A. _- 54.37 CIL r� 54.58 CIL - a �-P W. QUARTERHORSE DR. 57.25 CL ------- --- - _ _ - ILL LLI Q W. QUARTERHORSE DR. 1 4 54.61 LIP / _ O RELOCATE OVER-HEAD POWER. COORDINATE WITH IDAHO POWER. 6 54.39LIP _ _2554 _ _ I / 6 O 2 \ 11 I + �556_ `/ s, 0 5 O RELOCATE UNDERGROUND POWER. COORDINATE WITH IDAHO POWER. A. alp U Lc)- 3 54.65LIP o o I 54.70LIP/ U o u o� `D ° o - o INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING Q N SD-712G. / -� irk co o `n W O N ;_0 6 + ± CD UP o + 1 N TIE IN END OF NEW PUBLIC QUATERHORSE STREET WITH EXISTING GRAVEL CD 7 �' ( ROAD THAT ACCESSES EXISTING PROPERTIES. GRAVEL ACCESS ROAD TO 1 U �� O REMAIN AS ACCESS FOR EXISTING PROPERTIES. GRADE EXISTING GRAVEL r��7637.93'R 1 m 54.86 TRC 1 L �� ACCESS ROAD TO TIE INTO NEW STREET. EXPAND EXISTING GRAVEL ACCESS U 0+93.05 35.07'R i j m I ROAD AS NEEDED TO MAKE TIE IN. z 54.91 TRC SEE SHEET C3.1 1 INSTALL TYPE III ROADWTHE AY BARRICADE WITH SIGN THAT STATES "ROADWAY TO STANDARD STREET NOTES: W CO L� 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD QUATERHORSE PROFILE SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. O O 0+00 1 +00 2+00 2+75 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES VERTICAL SCALE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID W o INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS a NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' 0 36' z m 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR Q Z CD FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED o U WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY Q C) SCALE 1" = 3' o UJ NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC c NSPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. Z CD ipO�p oo Ln 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION 2560m o gyp, �� 2560 FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. z ���0v� N� 9 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. o dgP� EXISTING GROUND 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS m ro N o o OTHERWISE CALLED OUT. Lq o + +a - - - 2'. 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS Ln O� u N o N o m7 O m OTHERWISE CALLED OUT. CD � CD - - - - - - - 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH Y ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. Z 2555 _ - -0.53% 0.60% 0.60 2555 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. z FINISHED GROUND CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF w rn REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. rn o Z W NMI, C z00 w � o I Lu ~ O N Z 0 Q LP N > Q J zQ Z m Y O O W W W Q U O S N CD 2550 2550 Ld �M m V m = w z � NOTES = Q J 1.) ALL STORM DRAIN MANHOLES SHOWN o o LL_ Cl SHALL BE PER I.S.P.W.C. AND ACHD SUPPLEMENTAL DRAWINGS SD-611. �SS\O NA E FNC 2.) ALL STORM DRAIN PIPE SHALL BE � � SDR-35 UNLESS OTHERWISE CALLED OUT. a T AP P ROV 2� 2545 2545 1 0/08/24 0+00 1 +00 2+00 2+75 F CONSTK N ATE OF IOP SHEET C3 . 0 Lf) 00 L0 W � N cy) O O 00 cis � z 0 SHEET C3.0 SEE SHEET C3.2 Q W j 1 1 \� "t / / O 0 3I 60' uj 1 ► I i I � � j/ ► ► 1 M I SCALE 1" = 30' J O (I, Ic[ifLc�56 > // Ln o U `° r \ I O i \\ CN o KEYNOTES ;i o ho + Li N Ln Do oo Z Oof ! , I s rn rn m N O INSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWINGS w M n o o a; S' j �� SD-708. o 0 0+ + 1 54525CL 7 ` I I Cr 01)C ( + o I 2+31.36 4 3 2+9 •20 2 CATCH BASIN #1 - 2553.85' TRC, 2550.70 12" INV. PER ISPWC AND ACHD Z O 54.02 CL O SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25=0.18CFS, Q100=0.25CFS). 2+18.20 n U \ I I 54.61 LIP / 54.09 CL 2+46.08 2+90.20 (V \\ 2}�� 53.93 CL 54.38 CL Oo INSTALL f29LF OF 12" C-900 © 0,34% 0 W 1 1 \0.47 N. BAREBACK ST. \\ g 2 p 0 O 12" INV. AT CB#� 2550.80' Z 0 ,54.70LIP 0+00 g - - o '0 1+68.14 d0 w D O Q 0+00 0+50 - M 54.38 CL 2+46.08 16.50'R CATCH BASIN #2 - 2553.85' TRC, 2550.80 12" INV. PER ISPWC AND ACHD 54.82 CL I I 54.65LIP_ __-55.08 CL 51+39 CL �/\ / 53.85 TRC O SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25=0.41 CFS, Q100=0.57CFS). O } / LL m 54.39LIP / 5 INSTALL f21 LF OF 12" SIR-35 0.487 w �' o O ( I 2+18.20 16.50'R // coO 12" INV. AT CB#1 = 2550.70' \I j 54.01 TRC / / O 12" INV. AT S&G TRAP #1 = 2550.60' (� 6 II o o� / In rl) + 0 0 / / INSTALL 1-1000 GAL. SAND GREASE TRAP #1 PER ISPWC SD-624. SEE j � o d ° O DETAIL SHEET C3.3. W a0 N O 0 / Ln O m O7 INSTALL SEEPAGE TRENCH #1. SEE DETAIL SHEET C3.3. >< 8 / I [Ln / INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWING SD-627. W Ocl / EXISTING a HORSE MEADOWS SUBDIVISION / SEE SHEET C3.2 O RELOCATE OVER-HEAD POWER. COORDINATE WITH IDAHO POWER. 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. W 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES BAREBACK PROFILE PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS O 0+00 1 +00 2+00 2+90 NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' VERTICAL SCALE 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY W 0 3' 6' NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION m Z SCALE 1" = 3' FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. xo°.ox �qS' O 'I' F 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS 2560 ��� �9tic� 2560 OTHERWISE CALLED OUT. /X x 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OQJP uy 20 OTHERWISE CALLED OUT. 0 0 6' CD o ONO o� N 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH o� 0+18.54 0+N �� o a, N oN 00 ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. CD +� GB 2554.53 m +`f) �� `"o "o).� om ' mLn m o N CD +Lo -� Ki � + 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CD m `" EXISTING GROUN +m `o Ln +Ln N N N c� m N N N N +N N N m CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF M CD m m m " REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. 2555 -2.00q -1�qa - - - - - - - =0_52 _ _ _ 2555 U 0.00% FINISHED GROUND 0 86% ' 0 0 w rn � W oZ W NMI � °O (o C/) 5 cf) o I o - w °D CN z 'vw awo `� J Q J z Q z m d CD I Li O J ui w w = Q O = w 2550 2550 O O 15" C-900 STORM 12" C-900 STORM V � m m DRAIN CROSSING DRAIN CROSSING M o i z z NOTES Q w w LL 1.) ALL STORM DRAIN MANHOLES SHOWN Q:� = Q J SHALL BE PER I.S.P.W.C. AND ACHD cil v o L` o 4" PIRR CROSSING SUPPLEMENTAL DRAWINGS SD-611. WITH 8" SLEEVE 2.) ALL STORM DRAIN PIPE SHALL BE C5S\o NA L FN SDR-35 UNLESS OTHERWISE CALLED OUT. <11� G'i2 2545 2545 a T APPROV 0+00 1 +00 2+00 2+90 1 0/08/24 F C�ON8_1K N ATE OF\OP SHEET C3 . 1 Lf) 00 N Lo CV W E CC NO PARKING SIGNS. SEE SIGNAGE SHEET 0 C4.3. S O 0 �3� PIR O ° �3 I 0 30, 60' 1 ' , , .° �PIR 5+36.55 16.50'R r y� 10 a O SCALE 1" = 30' Ill 50.92 TRC p ° `- 11 z � • � t J 1 \.• + � �n O 5+43.58 16.50'R I ° •\ �a • 8 • o 4+41.54 16.50'R 50.95 TRC \ C) Q:S6. 51.91 TRC Q OCK � o w 2 - - SEE SHEET C3.1 J CD 0 (n 5+43.58 Q 51.03 CL 5 4 oh a /� _�\2 BLOCK 2 \\ KEYNOTES Q W. NEW LAND DR. 4 Ld 5+4 .58 6.5 5+35 5+00 7 51.00 CIL _ \ 3+85.44 9 ^� E �� i O INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE. ^ 52.58 CL / \ .� Q v \00 2� �' INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES "ROADWAY TO z ILL. \ \� o x h� �\ � o v \� O I O rn \\ ,� o \ ho M Ki "� / �' Z BE EXTENDED IN THE FUTURE". V C O 5+43.11 16.50'L o �� v + 50.94 TRC 11 ► o ^� h `t� C14 \ \ o° `� �ti ' c� M ' \\ �' m INSTALL TEMPORARY EMERGENCY TURNAROUND PER THE IFC. TURNAROUND LJ- 1 5+36.55 16.50'L 1 0 � � x h� ± v c� o n J R \ O3 SECTION TO MATCH ROAD SECTION. (2.5" ASPH, 4" 3/4 MINUS, 14" PIT 0 Q 50.92 TRC co 0 3xOp o o `� n \\ ~ `� RUN). SEE DETAIL SHEET C3.3. Z 1 v o h + + Ln CD � - Lei Ln rn ? / + + o `n+ - \ o o+ o+ O4 SIDEWALK ACROSS TEMPORARY TURNAROUND TO BE 6" THICK. Z ate\\ o�/ I o� \� 1 2+45.65 \ CATCH BASIN #3 - 2550.92' TRC, 2547.40 12" INV. PER ISPWC AND ACHD 53.90 CIL �.� \ O SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25=0.38CFS, Q100=0.53CFS). w A O 1+98.0401 1 54.13 CL 54.53 CL �\ 0+00 I 2 INSTALL f29LF OF 12" C-900 © 0,347 ��4' 2+00 o g 55.28 CL O 12" INV. AT CB#4 = 2547.50' W N 1+00 - - 12" INV. AT CB#3 = 2547.40' W i �\ \ O ham• 1+84.43 1+49.62 0 00 \ �, 54.20 CL 54.38 CL W. NEW LAND DR. BLOC�(3 \\ m �x ����o o ��\ 1 CATCH BASIN #4 - 2550.92' TRC, 2547.50 12" INV. PER ISPWC AND ACHD Z 4 ��� �� ��v h� \ O SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25=0.72CFS, Q100=1.01CFS). n O �\ INSTALL f23LF OF 12" SDR-35 0 0.43% � 0 �o \ \\ O h Xh. o J �s� � ` O8 12" INV. AT CB#3 = 2547.40' W CDJ o J 2sss 12" INV. AT S&G TRAP #2 = 2547.30' co p � N \�� � a 9 INSTALL 1-1000 GAL. SAND AND GREASE TRAP #2 PER ISPWC SD-624. SEE Lo co O � °' `� m \ CDQ O DETAIL SHEET C3.3. U \ O + + + n Ln \� Ln o \\ o+ o+ \\ o+ F_ O O 0 1 0 INSTALL SEEPAGE TRENCH #2. SEE DETAIL SHEET C3.3. 9 10 z G12 13 \\\\ I 1 1 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627. W NEWLAND PROFILE 5+44 5+00 4+00 3+00 2+00 1+00 0+00 LL_ STANDARD STREET NOTES: 0 0 VERTICAL SCALE 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. Q 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 L_L_I SCALE 1" = 3' INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' Z 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED 5 �x x°'� 5 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. 0P �eP�k c� o 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION O M o Lo FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. ro O cq n O�� O N •, �Ln +Lo CD m 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. Ln M Lo 00 Ln +LO N `f Ln Ln +Ln N + N m 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS 00 `V m cm, c00a CDOTHERWISE CALLED OUT. cn Iq c� _ _ _ _ _ _ _ - - 2555 +Lo _ _ _ _ _ - - - - 2555 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS "'`V FINISHED GROUND -0.50% OTHERWISE CALLED OUT. i 00 n °� z -0.50% -0.50% - 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH o 0 + - - - - - ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. z N w U-)N 5+36.55 0.94% - - - - - - - - - - - - - Q� L::: m c� GB 2551.00 - - - - - - - - EXISTING GROUND 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. W N - i o CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF _00 M z REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. ' (o C/) g L cn I 00CD z wo 0.44% - - 4" PIRR CROSSING v L N m Q X 2550 WITH 8" SLEEVE 2550 z `n Q z m Y o J W w c, Q U O = W CD oCD 2 m = NOTES 1.) ALL STORM DRAIN MANHOLES SHOWN M � i 15" C-900 STORM SHALL BE PER I.S.P.W.C. AND ACHD z z DRAIN CROSSING SUPPLEMENTAL DRAWINGS SD-611. Q w w LL m = Q -J rr 2.) ALL STORM DRAIN PIPE SHALL BE v �` 4" PIRR CROSSING 12" C-900 STORM SDR-35 UNLESS OTHERWISE CALLED OUT. WITH 8" SLEEVE DRAIN CROSSING SRO N A L F 2545 2545 0�� 5+44 5+00 4+00 3+00 2+00 1 +00 0+00 a T APPROV , 10/08/24 F CONSTK I N ATE OF SOP SHEET C3 . 2 Lf) 00 Lf-) NOTE: PLAN VIEW NE SE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 R E —� v E 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. 0 s 1 18" OUT TO S 50' SEE TRENCH DATA TABLE - THIS SHEET Q SEEPAGE 00 TRENCH #1 MONITOR WELL z 5' FROM END OF TRENCH I � 1 — MONITORING PER ACHD SD-627 TO ACT AS MARKER r WELL "A„ � � w � � cO MONITORING i W �- W WELL „B,. � LLJ CA TOY/ly FRO — _ _ _ _ _ — — — — 5' FT SOLID WALL IN TRENCH ~ z C M _ T4,SFFA�^^T Tp \ \ BASIN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 18" PERFORATED PIPE. INSTALL SOLID CAP AT END OFo Q / 1 O SEE DETAIL 4 THIS SHEET. PERFORATED PIPE z O \ J 0 �- SAND/GREASE TRAP / LID AND/OR SDMH LID MONITORING WELL ( ' \ TO BE FLUSH WITH TOP OF TRENCH TO BE A MINIMUM PER ACHD SD-627 v / FINISH GRADE OF 1.50 FOOT BELOW FINISHED GROUNI _ o z TOP OF SIDEWALK AND CURB. (TYP) ENSURE WOVEN GEOTEXTILE m � wTRENCHFABRIC I NONEWOVOEN OTO BE Z x NATIVE BACKFILL TOP OF TRENCH N C INSTALLED N SIDES OF TRENCH — O M DRAIN P PROCK SLOPE=0.00% MIN. O BE OVER N o C •f�/1 W 0 0 O O O O O 0 0 O O O 0 0 0 0 v 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 HS 25 RATED STRUCTURE HS 25 RATED STRUCTURE w LID TO BE FLUSH WITH LID TO BE FLUSH WITH FINISHED SURFACE FINISHED SURFACE Z FG ±2554.05 FG ±2551.50' I 2" DRAIN ROCK O DRAINAGE GEOTEXTILE SECTION LL — — — — — — — — — (ISPWC SECTION ON-WO w 2050). TOP 2550.50' TOP 2547.20' SEE TRENCH ELEVATION TABLE FOR BOTTOM ON SIDES OF TRENCH iL=—= OF CONC. OF CONC. OF BED AND BOTTOM OF SAND ELEVATIONS I j OVERLAP MINIMUM OF 12" 1 � � w w 00 20' / 2550.60' 20' 2547.30' 1 12" INV. IN 1 12" INV. IN IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL NOTIFY ASTM C-33 FILTER SAND IN Z CATCH BASIN #1 CATCH BASIN #3 THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE SEEPAGE ACCORDANCE WITH ACHD BMP 04 BEDS TO PROVIDE THE 3'-0" MIN. CLEARANCE BETWEEN GROUNDWATER 2549.50' \ / 6" MIN. 2546.25' \ / 6" MIN. AND THE BOTTOM OF THE SEEPAGE BED. THE PORTION OF PIPE LYING IN DRAINAGE W CD 18" INV. OUT 18" INV. OUT PROFILE VIEW SAND MUST BE WRAPPED IN A DRAINAGE SEEPAGE BED #1 SEEPAGE BED #2 GEOTEXTILE TYPE 1 (ISPWC SECTION 2050). FOOT PLATE (TYP.) CONSTRUCT OBSERVATION WELL MUST EXTEND A MINIMUM 12" BELOW SEEPAGE FILTER SAND OF 1' BELOW BOTTOM OF THE SAND IN THE SEEPAGE BED. U 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 1000 GAL. SAND/GREASE TRAP 1 1000 GAL. SAND/GREASE TRAP 2 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 PER BMP-01 - NTS- - PER BMP-01 - NTS - 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 SERVICES TO VERIFY RECEIVING SOILS PERCOLATION RATES. SCALE: NTS 0 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. SEEPAGE TRENCH DATA TABLE Q W APPROXIMATE SEEPAGE TRENCH DIMENSIONS WxDxL LOWEST FINISHED TOP OF ROCK TOP OF SAND BOTTOM OF SAND 100 YEAR DESIGN 0 I I GROUND WATER FOUND PERC RATE I I # GROUND ELEVATION ELEVATION ELEVATION ELEV VOLUME � PIR i 1 15'xs.5'xs2 2553.75 2552.25 2545.75 2544.25 2540.00 2468 1"/HR 0 Qd 2 15'x6.5x88 2551.50 2550.00 2543.50 2542.00 2540.00 3501 1"/HR IWI I 00- ° d ° ° d,� PIR— � W 1 ° ° a d ° ° SEE SHEEP C5.0 FOR d e ° e d e ELEVATIONS. PIR ° d a ° a d ° d I d O e a d ° a ° R.O.W. R.O.W. ° e e a O I\ 47'-0" O ° ° d -WA \ e ° a — \ I 33'-0" ° a e ° d ° \\ STA. = 5+35.84 ° °° d a d °° ���p0\ to 7'-0" 16'-6" 16'-6" 7'-0" 44 I \\ \ / Q 2'-0" 5'-0" 2' 14'-6" 14'-6" 2' d \ / S pp �<< PppE o 0 I \ 3 4" PERFORATIONS IN VALLEY F S\ z / 2.00% SLOPE 2.00% SLOPE N Li \\ \\ OF CORRUGATED PIPE. 5 EACH \ STA. = 4+31.88 3:1 MP PE U SHOP CST LJ�t \\ S\p E r1, , M rn cn Z s — 4" OF %" MINUS z v' I LJ \1— � \\ CONCRETE SIDEWALK PER � w °O z o I _ \ CRUSHED GRAVEL CD C, x Q \ MINIMUM 2 FT ISPWC AND ACHD Q L N J LEVEL LANDING SUPPLEMENTAL DRAWING z c~n c� w o ai J N 18 PERFORATION SCHEDULE BEHIND BACK MNUSFPT RUN SD-709. o w p m . o o W Q C r7 " OF SIDEWALK 3" ROLLED CURB AND GUTTER = Lu - NTS - PER ISPWC AND ACHD M m CDSUPPLEMENTAL DRAWING SD-702. 2Y" OF ASPHALT PAVEMENT V m o i EXTEND BASE MATERIAL 6" BEHIND LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH (�") z Y o Y2" OF SP-3 MIX, 2.5" PG58-28 E CURB (TYP.) MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK 3�: C .. ASPHALT PAVEMENT 4" OF %" MINUS = Q J CRUSHED GRAVEL CONCRETE SIDEWALK TO o C o o 14" OF 6" BE 6" THICK THROUGH TYPICAL 47 ROW STREET SECTION MINUS PIT RUN TURN-AROUND. S - NTS - KC�SS\o N A E Fy i 0 20' 40' a T APPROV 10/08/24 SCALE 1" = 20' F C�ONSIK �, I N 48' TEMPORARY TURN-AROUND T�TFOF\OP� SHEET C3 . 3 IUD 00 N SEWER LEGEND 9 _ _ _ $ FUTURE PIVOT U a PO I NTE E � O S NEW 8" SEWER MAIN PER ISPWC AND - - SUBDIVISION o MERIDIAN SECTION 500. — — I 6.9' CD ss- EXISTING 8" SEWER MAIN EXISTING _ _ _ a S 00 9 Drew G. Morg an � NEW 4" SEWER SERVICE TYPE SW PER HORSE MEADOWS EET C 4. 1 ISPWC SD-511 AND MERIDIAN SW3 — — — — — — _ 4- • X SEE S H U) • 48" DIAMETER SEWER MANHOLE SUBDIVISION I f I X I X I 0 30' 60' PER ISPWC SD-501. I _ I I X I I 7 — J O EXISTING 48" DIAMETER SEWER MANHOLE - X — — — — — — � SCALE 1" - 30 ;o _W. QUAT RHORSE DR. w — W 0 4" SEWER SERVICE LABEL s STA: 6+82 STA: = SEWER MAIN STATIONING s s — w I QP �. QUATERHORS _ 2 43.0' L OR R = LENGTH OF 4" I EG EGR \ 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. X X X EGR n — — Qp J O 0 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. I \ \ EG U F — - - - - 1 — — 1 — 1 — — — — — — — — — - — — — — — _ _ _ WATER METER LEGEND LO1-0 X O 3/4" DOUBLE METER SERVICE PER CITY OF JQ V MERIDIAN STANDARD DRAWINGS W-1 AND W-2. X W INSTALL 1" SERVICE FROM WATER MAIN. - - - � - - - - — — — — — — — — _ - - - _ - - - - - - - _ - - - - - - - UP 0 Z — — - — — — — — — — — 3/4" SINGLE METER SERVICE PER CITY OF w a 0 0 MERIDIAN STANDARD DRAWINGS W-1 AND W-2. O 7 INSTALL 1" SERVICE LINE FROM WATER MAIN. 6 Q - - - l O LL I CENTER OF WATER METER TO BE 2' BEHIND K � � ,� — _ - I..LI Q BACK OF SIDEWALK (TYPICAL). IL NOTE: I f m / / 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS I m AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. — — L_L W LL - — 0 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL I — — — — — — — OTHER WATER LINES NEED 4' OF COVER. PIR m ° '44 . PIR I ' I I L� •° 41 —.a — —• — — ,_ _ _. a� PIR C LLI UTILITY NOTES I ° •° • :° > o Cl.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN I O e O NOT A SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER • ° • a I P METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR • ART REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF a METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM I •° °•• ° ••° `� B PIR IR COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. I LOCK 1 X aIe 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS ' THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD BLOCK 2 DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE W. NEWLAND DR.APPROVAL OF THE CITY OF MERIDIAN. �-- _ / \\ o 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. O a_ / _ \\ 3 N 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. 3 Lo HI c 0 I WATER KEYNOTES CONTRACTOR TO VERIFY INSTALLATION OF EXISTING WATER SERVICE FROM N OEXISTING HORSE MEADOWS SUBDIVISION. ENSURE SERVICE IS INSTALLED, IN I a \ w \ 1 WORKING CONDITION AND IS MARKED TO SURFACE. COORDINATE WITH CITY N a m \ OF MERIDIAN. n n W I I I 00 SEE SHEET C4.2T / S 00 W all O5 _ W. NEW�AND DR. I I I Q SEWER KEYNOTES I Os �/I S rt S BLOCK 3 � I I CONTRACTOR TO VERIFY INSTALLATION OF EXISTING SEWER SERVICE FORM 4 / OPREVIOUS PHASE, ENSURE SERVICE IS INSTALLED, IN WORKING CONDITION AND IS MARKED TO SURFACE. COORDINATE WITH CITY OF MERIDIAN. I O O d3 I n • ° 3 ° d - - - - d3 I N i N � cnLj X - - - b o o w W _ LLJ MX x — � ' SEE SHEET C4. Z O oss cl Ld V Q LEI CDN N J 0 J I D z cc Y O O J _ — — S88°26'12"E 264.79' — — _ °� m o C._ _ _ _ — — — _ _ _ — Purdam m Gulch Drain_ _ �\\ BLOCK 3 V m oco LLJ TOB TOB _ \ = � u ICI F X X X X X XQB X TOB \ \ \ ° d3 !!I id d3- ° d3 211d d3 211d U 0 Lm cl X Fu FO FO ° X• X• •X ° ° d3 • d3 ° r °• • ° ° EP• EP °• EP—' EP • X: SRO N A l F \ EP NC N88°26'12"W 784.41' \ � TOE o � o TOE aQt T APPROV 10/08/24 \ F C01, 1 N NOT A ATE OF CA vy 0029 PART PIDO-LnUaf SHEET C4 . 0 Lf) SEWER LEGEND LO wEXISTING 'N S NEW 8" SEWER MAIN PER ISPWC AND CV MERIDIAN SECTION 500. 0 30' 60' HORSE MEADOWS 0 30' EXISTING 8" SEWER MAIN co SUBDIVISION E 0 SCALE 1" = 30' SCALE 1" - 30' NEW 4" SEWER SERVICE TYPE "D" PER p� ISPWC SD-511 AND MERIDIAN SW3 (/) f� a S 00 -r z 0 a • 48" DIAMETER SEWER MANHOLE Cn I 6 9' X PER ISPWC SD-501. > w 1 O � o � �� I+ � o EXISTING 48" DIAMETER SEWER MANHOLE w � Z `" 3 Q - - I of + I I±o �� Morgan I �I t8 LF 8" z J r" + I� �I I� la z t173 LF 8" WATER MAIN 4" SEWER SERVICE LABEL " �I 7 ¢ > v z WATER MAIN STA: = SEWER MAIN STATIONING I w X I., a I� z STA: 6+82 W C! I I Up a Z cv IN � > � � z L-- � �X 11 � 5 � � 43.0' L OR R = LENGTH OF 4" cA O I ±47 LF 8" T \ I 9 INV30' L SERVICE LEFT OR RIGHT OF MAIN LINE. 1 INV 27.48 4" SEWER SERVICE DEPTH 0 803-- a 1 t WATER MAIN T I I 2 10 FEET BEHIND PROPERTY LINE. O m I I SEE SHEET C 4.2 - - a I I 2 SERVICE LINES HAVE A MINIMUM 2% IQ - 5 , 3 2 W GRADE TO THE PROPERTY LINE. J 1 SSMH t22 LF 8" I - - 6 I STA: OP V`J. QUATERHO � �R 1 I WATER MAIN I _ 2 ±33 LF 8" 2 OP 2+00 LINE A 2+6 .66 II - I� 76 WATER KEYNOTES (� 00 J I 5 O WATER MAIN LINE A 1 00 s SEE THIS I I� �I f97 LF 8" 0 LINE A \\ REMOVE TEMPORARY 2" BLOW-OFF ASSEMBLY & CONNECT TO z I 1 Q WATER MAIN 2 /� \ 2 U' O ±173 LF 8" 4 1 m �� EG O EXISTING 8" WATER MAIN Q EXISTING 8" GATE VALVE. REMOVE EXISTING 8" WATER MAIN m • o \ / + GATE VALVE. 2 SSMH 4 w \ w IF POSSIBLE, SAVE TEMPORARY 2" BLOW-OFF ASSEMBLY FOR FUTURE USE. L + I STA: 2+32.01 SSMH 1 A A STA: 0+63.51 - - - - - - - - - - - - - 0 Z 1 I 8 W SSMH 5 SSMH EXIST B STA: 0+00.00 \ / G'iQ 2 POTABLE/NONPOTABLE PIPE CROSSING. 0 z 2 STA: 0+00.00 X / 0 2 0, / S�• LINE B I� B STA: 2+89.75 Q SEE WATER SEWER NOTES 2&3 ON COVER SHEET C1.0 w FW REBPcK 2+ 75 C STA: 0+00.00 JQ Z = / U �1.8P�00 162 90, D STA: 0+00.00 y ; .� INSTALL: O 3 1 2 I 2 5 2 - UP O 1 - 8" TEE (ALL FLG) 0 2 Q 2 - 8" GATE VALVES (FLGxMJ) L�NEB � \\ w - - - - - - - - - - - - - - - _ 1 - 8" FLG x MJ ADAPTOR W Q - - - - - - - - - - - 2 0� LINE B S 1 i 1+00 S /0 I Z - - - - O - - 1 z a INSTALL: / / 1 O0 SSMH 6 1 - - - O4 1 - 8" TEE (ALL FLG) STA: 0+32.09 O i r ' - - 3 - 8" GATE VALVES (FLGxMJ) SSMH 1 W W SEE THIS SHEET - o O5 INSTALL 8" 11.25° BEND WITH THRUST BLOCK SSMH 3 A STA: 0+63.51 I / STA: 1+46.69 I p C B STA: 0+00.00oo 2 INSTALL: I o o 1 - 8"x6" TEE (MJxFLG) 0 a 1 \ O 1 - 6" GATE VALVE (FLGxMJ) L L I� N �I I+ ooI I± N �I - O ? 1 N Z n V ? v N ? / ±15 LF 6" C-900 2 I 1 SEE _SHEET C4.2 O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN O WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, U SSMH EXIST °O O SD-W9 AND SD-W15. STA: 0+00.00 � / / � x LOWER 8" WATER MAIN TO 6FT MAX OF COVER TO ALLOW 18" O8 SEPARATION FROM 15" GRAVITY IRRIGATION MAIN & 4" SEWER SERVICE CROSSINGS. OINSTALL 8" PHASE LINE GATE VALVE AND TEMPORARY 4" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN W13. INSTALL 2" WATER SERVICE AND METER PER CITY OF MERIDIAN STANDARDS (STANDARD DRAWINGS W4) FOR DOMESTIC SECONDARY <s> WATER SOURCE FOR PRESSURE IRRIGATION, INCLUDE REDUCED m LINE B PROFILE LINE A PROFILE PRESSURE BACK-FLOW ASSEMBLY (RPDA). RPBA TO BE APPROVED 0+00 1+00 2+00 2+90 2560 560+00 1+00 2+00 2+62 BY STATE TO IDAHO DEQ AND MERIDIAN WATER DEPARTMENT. Q 2560 2560 LL 0 SEWER KEYNOTES Q CONNECT TO EXISTING SEWER MANHOLE AT KNOCKOUT. CALCULATED 8" EXISTING GROUND - - - - - O INVERT = 2540.20' CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE 0 CONSTRUCTION. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD _ - - - - - - - - - FOR REDESIGN. W Z - - - - - - - 0 - - - - - - - - - EXISTING GROUND 2555 _ _ - 2555 W c73 4. 2555 - - - - - - - - - - - - 2555 - - - - - - - - oo UTILITY NOTES_ FINISHED GROUND 7171 15" C-905 121 IRRIGATION x z 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN 4" PI CROSSING IN FINISHED GROUND I I SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER I 2 METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR 8" C-900 SLEEVE 3 REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF 0 0 12" C-900 STORM DRAIN I I " MAIN METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM z g WATER COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. z II 2 � 25501 2550 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS u) 2550 8" WATER MAIN 2550 1 THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD o DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE i VERTICAL SCALE APPROVAL OF THE CITY OF MERIDIAN. N 2 I I z o Q 3 I I 0 3' 6' 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. w 2 1 I VERTICAL SCALE 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. W CO Z Z -� M c z SCALE 1" = 3' z cf) o `� s 0 3' 6' 1 1 V Q N X Z w W N � 254 545 2545 I 40% 2545 z w w o N U o S SCALE 1" = 3' 1 I a" SEWER @ 2 284655 NINE A SWR WATER METER LEGEND W o u) 1T9 02 LF RIM 2557 0± CD 3/4" DOUBLE METER SERVICE PER CITY OF m C. OUT m 546.00-W 1 I V MERIDIAN STANDARD DRAWINGS W-1 AND W-2. m o Y 53.74 LF 8" SEWER 0.47%8" SEWER 0.43% 1 KNOCK OUT 8" IN 2 46.10-E w 81.32 LF 1 I (FOR FUTURE) INSTALL 1" SERVICE FROM WATER MAIN. z u 35% 4 3/4" SINGLE METER SERVICE PER CITY OF � = 142.70 LF 8" SEWER 0.42% MERIDIAN STANDARD DRAWINGS W-1 AND W-2. Q SEWER (� 2• o v o o 48"0 SSMH 4 1 59.52 Vf 8 48"0 SSMH 3 2+32.01 LINE B-SWR INSTALL 1" SERVICE LINE FROM WATER MAIN. 1+46.69 LINE B-SWR RIM 2553.8t 25401 2540 cS\oNaL FN 2540 - 2540 0+63.51 LINE A-SWR NOTE: CENTER OF WATER METER TO BE 2' BEHIND 0+63.51 LINE A-SWR = NOTE: 8" IN 2542.40-S 8" OUT 2542.75-N RIM 2554.6t BACK OF SIDEWALK (TYPICAL). O 0+00.00 LINE B-SWR 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE ( ) 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 8" OUT 2542.30-N 8" IN 2541.70-E T AP P ROV RIM 2554.6t 48"0 SSMH EXIST TO FACE OF MANHOLE. TO FACE OF MANHOLE. 48"0 SSMH 5 8" IN 2541.70-S 8" IN 2541.70-E 0+00.00 LINE A-SWR NOTE: 1 0/08/24 2+89.75 LINE B-SWR RIM 2554.2t 8" OUT 2541.60-W 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS 8" IN 2541.70-S 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 0+00.00 LINE C-SWR KNOCK OUT 8" IN 2540.20-E INSTALLED WITH NO SUMPS. AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. IF C�ONSTRUP I N 8" OUT 2541.60-W INSTALLED WITH NO SUMPS. 0+00.00 LINE D-SWR ( T NEW CONNECTION 8" OUT 2540.10-W RIM 2554.1 f 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL T E OF�pP 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 8" IN 2543.20-W MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. OTHER WATER LINES NEED 4' OF COVER. MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. 8" IN 2543.20-E CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF 8" OUT 2543.10-N CONSTRUCTION. 2535 CONSTRUCTION. 2535 2535 2535 SHEET 0+00 1+00 2+00 2+90 0+00 1+00 2+00 2+63 C4 . 1 Lf) SEWER LEGEND o0 LO N N s NEW 8" SEWER MAIN PER ISPWC AND MERIDIAN SECTION 500. 0 30' 60' 0 30' 60' „- EXISTING 8" SEWER MAIN E E O - - - - - - - - - - - - - - NEW 4" SEWER SERVICE TYPE "D" PER O SCALE 1" = 30' W SCALE 1" = 30' W ISPWC SD-511 AND MERIDIAN SW3 00 z s SEE SHEET C 4. 1 s 48" DIAMETER SEWER MANHOLE O_ PER ISPWC SD-501. cn BLOCK 2 > ? - O EXISTING 48" DIAMETER SEWER MANHOLE 6 ( SEE SHEET C4. 1 I � % o o w • ±32 LF 8" ±38 LF 8"d • •e 7 WATER MAN' WATER MAIN WATER MAIN BLOCK 1 PAR I I 3 � N M 7 air � N \ 4" SEWER SERVICE LABEL z � g N _ • 5 4 / X � I �� O w ^ STA: SEWER MAIN STATIONING { J ( 3 ) O N STA: 6+82 43.0' L OR R = LENGTH OF 4" n 43 0' L SERVICE LEFT OR RIGHT OF MAIN LINE. (D CD N �' e f28 LF 8 / t112 LF 8" z INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH 2 4 ? SSMH 4 WATER MAIN �' WATER MAIN 10 FEET BEHIND PROPERTY LINE. Q W. NEWLAND DR. W WATER LF 8" I I STA: 2+32.01 J O SERVICE LINES HAVE A MINIMUM 2% J 0 SSMH 8 - -- _ SSMH 7 WATER MAIN I J o \/' _ STA: 3+40.72 3+ STA: 1+94.39 72 LINE- - 2 m - o+_ oo + + J� GRADE TO THE PROPERTY LINE. e 2 3 00 C \ I O I¢ �I I� �I� I� �I V) •9 9 s I n 6 v~ � zJz +0 0o N t- I N U �� w I A SSMH 4 16p° � I I STA: 2+32.01 f f WATER KEYNOTES rn ~ 3 m V I / (7iyF C I 2 O) 2 I I z O I _ O to + J S O \ I 2 O INSTALL: 8" TEE (ALL FLG) V (/� O �„I j '^ a + J v / ±64 LF 8" o W 3 - 8" GATE VALVES (FLGxMJ) V INJ Ix W. NEW AND DR. N to zl N z' �I ��f w WATER MAIN 7 "' O 90. 1 8 I _ �- o I SSMH 9 � W N a -J ^` 2 r I 2 STA: 1+55.82 2 POTABLE/NONPOTABLE PIPE CROSSING. Q 7�0 0 0 LINE C LINED s 1+ O 3 m s 1 00 O SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 Z + w D W O 1 e ti� o _ 2 1 _$ LINED 0 Q 00 O _ / I / 2 1 0•I 2 I 3 INSTALL 8" 22.50° BEND WITH THRUST BLOCK 00 0 / I I I O O J O ��. 55 O 9� Ln SSMH 6 I II I I I LL d• 1 O G' ��•/ {/ / STA: 0+32.09 1 � j I O4 INSTALL 8" 11.25° BEND WITH THRUST BLOCK w I BLOCK 3 d 2 LINE C 0 0 LINE D \ T 00 0 �• Wes' INSTALL: 4 /o "ho / I I� r' �I I� �I + co + O 1 - 8"x6" TEE (MJxFLG) I¢ � �I 1 - 6" GATE VALVE (FLGxMJ) W O 7 � � SSMH 6 � Z "' N z ' N z f18 LF 6" C-900 e •, O \ X v o + 9 :BSTA: MH 5 I STA: 0+32.09 O 1 2+89.75 11'ed• ' • • d.3 �� o; � STA: 0+ 12 13 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN d4 4 •, / + - STA: 0+00.00 I O WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, Q IO COI SD-W9 AND SD-W15. \ O d344 Aui - - _ X_ - - - X �� O "' N z INSTALL 8" PHASE LINE GATE VALVE AND TEMPORARY 4" BLOWOFF J X - �� - B '°• e • I I O ASSEMBLY PER CITY OF MERIDIAN W13. T B - - _ - 0? \ O 1 BSSTA:52+89.75 C STA: 0+00.00 INSTALL: d D STA: 0+00.00 8 1 - 8"x6" TEE (MJxFLG) \ \ O 1 - 6" GATE VALVE (FLGxMJ) f 15 LF 6" C-900 UTILITY NOTES 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN 0 W SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER LINE C PROFILE METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR LINE D PROFILE REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF 3+41 3+00 2+00 1 +00 0+00 0+00 1 +00 1 +56 VERTICAL SCALE METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM C� COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. W C) 2560 NOTE: 2560 2560 2560 0 3' 6' 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS W 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD TO FACE OF MANHOLE. DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE SCALE 1" = 3' APPROVAL OF THE CITY OF MERIDIAN. l INSTALLED WITH NO SUMPS. 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. 0 �d 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. L Z MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. FINISHED GROUND CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF FINISHED GROUND Q 2555 CONSTRUCTION. 2555 _ - - - - - - - - - 2555 _ _ _ _ _ _ - 555 LL I � - - - WATER METER LEGEND - - - - - - o O 3/4" DOUBLE METER SERVICE PER CITY OF T EXISTING GROUND \� MERIDIAN STANDARD DRAWINGS W-1 AND W-2. - - - - - - 15" C-905 EXISTING GROUND x z INSTALL 1" SERVICE FROM WATER MAIN. - - - - - - IRRIGATION p-P 3/4" SINGLE METER SERVICE PER CITY OF 0 0 MERIDIAN STANDARD DRAWINGS W-1 AND W-2. 2550 2550 2550 8" WATER MAIN 2550 INSTALL 1" SERVICE LINE FROM WATER MAIN. X Z Z Y U 8" WATER MAIN CENTER OF WATER METER TO BE 2' BEHIND o a BACK OF SIDEWALK (TYPICAL). o N � 6�i w NOTE: W N T c� 9m: 2 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS i 00 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. z c~n o °O C,2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL a J oN `" J OTHER WATER LINES NEED 4' OF COVER. z a z Y o f cn (,) L�J O I x 28.09 LF 8" SEWER ® 0.53% 545 254 545 W w `'J o N c 6 254 142.34 LF 8" SEWER 0.63% o m 158.30 LF 8" SEWER ® 0.41% Co 48"0 SSMH 8 151.82 LF 8" SEWER ® 0.46 m 3+40.72 LINE C-SWR m � i RIM 2551.3t z z 48"� SSMH 7 4" IN 2545.44-S 3: U w 8" OUT 2545.10-E 1+94.39 LINE C-SWR 48"0 SSMH 9 < = Q J RIM 2552.8t 48"0 SSMH 6 1+55.82 LINE D-SWR 8" IN 2544.20-W 0+32.09 LINE C-SWR 48"0 SSMH 5 RIM 2555.1t v o LL- o 8" OUT 2544.10-SE RIM 2554.0± 2+89.75 LINE B-SWR 8" OUT 2543.90-W 8" IN 2543.45-NW 48"0 SSMH 5 0+00.00 LINE C-SWR KNOCK OUT-8" IN 2543.90-E Sip NA E F 2540 VERTICAL SCALE 8" OUT 2543.35-E 2+89.75 LINE B-SWR 2540 0+00.00 LINE D-SWR (FOR FUTURE) �C 0+00.00 LINE C-SWR 2540 2540 1 0+00.00 LINE D-SWR 8" IN 2543.20-W NOTE: T APPROV 0 3' 6' RIM 2554.1 f 8" IN 2543.20-E 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 8" IN 2543.20-W 8" OUT 2543.10-N TO FACE OF MANHOLE. 10/08/24 8" IN 2543.20-E 8" OUT 2543.10-N 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE IF C�ONSTRUP I N SCALE 1 = 3 INSTALLED WITH NO SUMPS. OF\ `x �TF �P 3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF 2535 2535 2535 CONSTRUCTION. 2535 SHEET 3+41 3+00 2+00 1 +00 0+00 0+00 1 +00 1 +56 C4 . 2 Lf) N 00 LO FUTURE PIVOT 30 c4 � E � a X 01 NTE SCALE 1" = 30' 1 a — I SUBDIVISION S o STREET LIGHT LEGEND a EXISTING Parcel 1 � — — - a oI cn (PER CITY OF MERIDIAN SUPPLEMENTAL STANDARDS) NOTE HORSE Black Cat R O I Drew G. Morgan z0 TYPE 2 STREET LIGHTS SHALL BE INSTALLED 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR _ — — — _ R S E MEADOWS W S 4.71 Acres a Cn AT LOCATIONS SHOWN IN PLAN VIEW. SEE CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS, WATER METERS AND STREET LIGHTS. SUBDIVISION • X �f X— Q LLJ LOCAL STREET SECTION IN TABLE THIS SHEET LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE I X I 3 USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. _ — — I — I X X i II I 7w a I I L_ X - - - - - I X J € W. QUA T RHORSE DR. w — — W 4 0 S S — W pp Vy. QLj ERHORSE _ _ _ REPLACE EXISTING Z XEG Pr'- EGR — STREET SIGN DRIVE O PRIVATE J P 0 S89.21'54"E 759.31' X S J I \ I STREET LIGHTING NOTES: I _ _ _ _ _ _ - - - - - - - r- - - - - - - - - - - - �- - - - - - - - - - - - - - \ \ — F U' m - - — \ 1 - - NG 71. AILILTREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT REPRVATE IDRIIVE // GR X ((D (f� o VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND STREET SIGN AND JQ v THE NATIONAL ELECTRIC CODE. REPLACE AT EAST STREET LIGHT: N U END OF SITE TYPE 2 UP 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE 1 — — — — — — — — — — — — — — _ _ _ Z #1 THE ONLINE CITIZEN PORTAL AT HTTPS://CMZENPORTALMERIDIANCITY.ORG/CMZENACCESS/ TO _ — — OPEN A PERMIT AND REQUEST INSPECTIONS. 0. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING BEDDING O 6 O I O BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. O U- m - - - - Iii Q 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE C HYDRANTS AND 2' MIN. FROM WATER METERS. I z 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT 2 _ — L_I—I W DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A — — — — — — — — — — — — — — — — — — — _ - — — — _ _ — _ — — — — N 1 0 HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL a - — — — — — — — — — — — — INSPECTION. PIR d d 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR • • ' PIR•d C) QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 2 A d A PIR d :d •• d , . 7. BEFORE DIGGING, CALL DIGLINE AT 1-800-342-1585 • d Io I �• d O,- A 2 STREET LIGHT: 3 d TYPE 2 e O JO 1 I �• #3 I I 1 •d d•• . . d Q I •• BLOCK 1 PIR I X PIR i L_I_I STRIPING AND SIGNAGE KEYNOTES Q Q 4 W M Z BLOCK CD z NEWLAND DR, _ — I CD oINSTALL STREET NAME SIGN PER ACHD AND MUTCD STANDARDS. / — I N Co a O � � Co O2 INSTALL NO PARKING, FIRE LANE SIGN PER 2018 IFC SECTION D103.6 TYPE "D". 3LO W I '/ / V OINSTALL TYPE II SIDEWALK BARRICADE PER ACHD SUPPLEMENTAL / I / \ I I I O 1 SD-1132A. I I O O Q U) % s STREET LIGHT: O INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES "ROADWAY WILL BE / TYPE#2 1 O EXTENDED IN THE FUTURE" PER ACHD SUPPLEMENTAL DRAWING SD-113213. IN aCD •;a \ k i I I ON QUATERHORSE DR, ENSURE EXISTING GRAVEL ROADWAY IS CLEAR OF O / OBSTRUCTION TO ALLOW ACCESS TO EXISTING PRIVATE DR. � O � s W I O _ I W. NEW�AND DR. W I LL] I 6 BLOCK 3 d• Cb S s °• Co 4, / i Approved LED Fixture List for Street Lighting o O7 I I 3 • d3• v a d •d 3 NOMINAL STANDARD APPROXIMATE PEDESTRIAN MANUFACTURER MODEL NUMBER WATTS MOUNTING MAST ARM — \ O z o Q STREET WIDTH LEVEL HEIGHT LENGTH —X — — — — — — — — �� — — B w rn b LLJ oo Eaton/Streetworks USSL-AO1-D-U-T3-SA-BZ-4N7 * 57 �T B — — — — _ — • d� • • dy 10 I S E E SHEET C4. 2 3 tu M m LOW Leotek GCJ1-20H-MV-NW-2R-DB-700-PCR7* 46 I z "' CDi s 00 44' or less (Local) NA at 25' MH • d . , � w — 00 Z w Phillips RFS-54W 16LED 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 54 25 or 30' o N x o (25 and 30' MH) 8' at30' MH 0 �� ' � JN 00 Q Q MEDIUM Eaton/Streetworks USSL-A02-D-U-T3-SA-BZ-4N7* 87 _ 15 \ I z "' Q z Y o0 Phillips RFS-108W32LED4k-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 108 \ d' W `' w N " w \ ••�� I o C. m = Purdam Gulch ,Drainco r7_ �\ • • BLOCK 3 V \ m o LLJ Q w J XTOB \ \ C \ • d —d3 211d •d3- d d3 211d • d3 Mid • A . U L� _X FO r O d X. • .Xy , a d d3 — d X• d d F UM _ EP• EP •d d• EP—' X,• X X EP ° �S�p N A� FN \ EP N88`26'12"W 784.41' � � c� 10 TOE o � TOE a` T APPROV 10/08/24 F 11 ) I N 0 NOT A TOTE OF\OPT CA*0'y 00a) PART PIDO-InV a7 SHEET C4 . 3 N 00 00 DOMESTIC WATER METER BOX COVER 1 Y2 " CURB STOP BALL VALVE NOTES LO OBLITERATE WORDS "WATER METER" SUCH AS FORD B11-666SW PRESSURE IRRIGATION KEYNOTES FORD NO. X43 CAST IRON WITH 1. ALL VALVES, FITTINGS AND OTHER PLACES WHERE UNBALANCED FORCES MIGHT EXIST REQUIRE A THRUST BLOCK POURED PER ISPWC SD-403. 0 30' 60' 13Y" LOCKING LIDS CONNECT TO EXISTING 4" PRESSURE IRRIGATION MAIN AT EXISTING GATE �T E (V O1 VALVE. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING PRESSURE IRRIGATION. IF DISCREPANCIES OCCUR, CONTACT ENGINEER of RECORD. 2. CONTRACTOR TO PROVIDE AND INSTALL 2-WIRE CONTROL CABLE IN THE PRESSURE IRRIGATION MAIN TRENCH. WIRE TO BE LOCATED 2" ABOVE PIPE. CONTROL WIRE SHALL RUN (Y) FROM THE CONTROLLER LOCATION TO EACH COMMON LOT SERVICE LOCATION. PROVIDE A 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT VALVE BOX. INSTALL CONTROL SCALE 1" = 30' 1 lo 2 INSTALL: 1 - 4" x 4" TEE & THRUST BLOCK. CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOF CONNECTORS. COORDINATE THE 2-WIRE S O CONTROL CABLE INSTALLATION WITH THE DEVELOPER. INSTALL 4" 11.25° ELBOW & THRUST BLOCK. 3. ALL WORK TO BE DONE PER ISPWC AND NAMPA-MERIDIAN IRRIGATION DISTRICT STANDARDS. COORDINATE ALL INSPECTION WORK WITH ENGINEER OF RECORD (208) 639-1992. 0 20" PVC PRESSURE IRRIGATION TO BE OWNED AND MAINTAIN BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT AND IS FED BY AN EXISTING PRESSURE IRRIGATION MAIN. v� //\\/ O4 INSTALL 4" 22.5' ELBOW & THRUST BLOCK. 4. CONTRACTOR TO FIELD VERIFY EXISTING PRESSURE IRRIGATION MAIN PIPE SIZE PRIOR CONSTRUCTION. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. FUTURE PIVOT W Q � ,\ /� O5 INSTALL 4" 45° ELBOW & THRUST BLOCK. 5. THE MAINTENANCE OF ANY IRRIGATION AND/OR DRAINAGE PIPES OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS PO I NTE z \ / /\\/ SUBDIVISION ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY OR LOT OWNERS ASSOCIATION. 1Y" BRASS PIPE J\ \\/ /\\ O INSTALL 4" 90° ELBOW & THRUST BLOCK. � O MIN 1 CU. YD. DRAIN ROCK TO NOTE: / / / / j\\r VALE FOR BOTTOM SUPPORT O INSTALL: 1 - 4" GATE VALVE. — — a - Drew G. Morgan O INSTALL MAIN LINE DRAINS AS /�\ \ - - - - _ _ _ EX I STING n J REQUIRED TO PROVIDE COMPLETE \ \\ \\ r\\ \� O8 INSTALL TYPICAL LOT J" SERVICES PER DETAILS THIS SHEET. - - - _ _ _ - _ - - X �� X X I J C� DRAINAGE DURING WINTER SHUT HORSE MEADOWS I X I Q DOWN OF THE IRRIGATION SYSTEM. -� a I I X II I U OINSTALL 8" C-900 SLEEVE FOR PI CROSSING OF ROADWAY. - — — — — — — — X — — — — — SUBDIVISION — — — — _ _ _ _ a I X 1 N.M.I.D. DRAIN VALVE DETAIL �-R� _'"� QuaT R"oRSEDR. "'—EcR-= — — _ W � m � Scale: NOT TO SCALE 10 INSTALL AIR VENT PER N.M.I.D. STANDARD DRAWINGS. _ z THIS SHEET. —WI - s s s _ W OP— �/. QUATERHORSE �R — _ 0 (D U O INSTALL DRAIN PER N.M.I.D. STANDARD DRAWINGS. 6.00' EG EGR 11 THIS SHEET. 1 X X X EGR � — ►� I —0P (D W DOMESTIC WATER METER BOX COVER AIR RELEASE VALVE 1Y2" 200 INSTALL 2" WATER SERVICE AND METER PER CITY OF MERIDIAN OBLITERATE WORDS "WATER METER" PSI RATED OR EQUIVALENT STANDARDS (STANDARD DRAWINGS W4) FOR DOMESTIC SECONDARY I I \ EG W 0 0 FORD NO. X43 CAST IRON WITH 12 WATER SOURCE FOR PRESSURE IRRIGATION, INCLUDE REDUCED I 1 Q 1 LOCKING LIDS PRESSURE BACK-FLOW ASSEMBLY (RPDA). RPBA TO BE APPROVED _ _ _ _ _ _ _ _ I \ / + BY STATE TO IDAHO DEQ AND MERIDIAN WATER DEPARTMENT. F — — — - — — / — — — — — — — — — — — — — — LL m \ \/j\/ }4„1 PIRR N JQ X 0 UP \/ \ \\ \\ 20" PVC O - - - - — — — — — — — — — 4, PIRR 7 I - - - - _ >G \ \ \ \ \\ ±35 LF LJ 0 4" PIRR g Cl MIN 1 YD. ROCK TOU BOTTOMDRAIN OF 8 8 v A • jam\j j j\\ VALVE FOR SUPPORT O 8 - - Z - - - - - - - ±192 LF �, 1 - - - - - - - - - - - - a - - - - - - - — 4" PIRR 1 - - - - - - - - - - - - - - - - - PIR 8 `I d N.M.I.D. AIR VENT STATION DETAIL d•" • 2 . 'd• •4 AA • •d • d� PIR _ PIR I �I 2 •d • Scale: NOT TO SCALE ±53 LF ; :d � 2 a 4" PIRR 9�' °• a O Z Z d 6 00 • . d 4" PIRR LF I ±146 LF D O C) • Y (D 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND d 'a •• 4" 8 9 6 7 4 4" PIRR 8 ---I 7 I d • • d d • • "d 6 B 4 7 I �`� O 3" x 4" x 6" CINDER BLOCK (OR EQUAL) I r� •• I I PIR �J O12 •� SOCK 1 D PR x 3 4" x 3/4" SADDLE MINIMUM a10 9 O 4" MAIN LINE MINIMUM 9 11 9 ±84 LF t10 LF ±50 LF 8 LA 4" 2 4" PIRR O5 10 00 4" PIRR±49 LF I W. NEWLAND DR. M 4" PIRR 4" PIRR i i 8 8" _ Q x 3/4" BRASS NIPPLE — � — 6 t24 LF _ p LLI 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND � � ���� I I I I N �%i��iN� �' 4iT�T �`' i� i i i A " PIRR 12 W O 3/4" BRASS CURB STOP � j/ \ \� \�\/ I A 8 I 3 s n O2 1 I O Of 9 �' O in U) O ROCK CHIPS O 3 7 7 w I / 0 W M O 00 3" FEMALE ADD. 0 6 Z O 10 LOCATOR WIRE p S O I � �GR + / / /' t91 LF 11 3" PVC PLUG 5 8 2 I N 4" PIRR N a \ I I I I 12 MARKER STEEL " T" POST v •a I (� I I 7 W d 02 N.M.I.D. "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL G 1 3 ' / S --� 3 w 0 I = Scale: NOT TO SCALE Co I W ±99 LF O5 — W. NEW�AND DR. 4" PIRR 8 d• / r— _ 9 �1 N t 102 LF O a IBLOCK 3 4" PIRR • i� s s w rn O 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND 8 �• 4 t64 LF / �- f49 LF W N `� rn � 4" PIRR 8 I I ! 4" PIRR _ M Z O 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 3 I z Cf) o CD w d . 7 I I i 7 Iwo N J o O 4" x 3/4" SADDLE MINIMUM 6 a I a Z •d ,—' d3• 3 f36 LF z U.) Q = Y o� w 12 • d w O 4" MAIN LINE MINIMUM 10 11 ° d •d 4 W v i " PIRR o U) n LLI O 8" x 3/4" BRASS NIPPLE 1 1 - - - - - - X 8 X d3 O6 LF M m C. ii` ii` Ni ii X — — �Q� _ _ B 4 3 ±3 PIRR m � 6 i i i �i i v• W o 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND �, �� ��'� � ���! _ _ 9 z iZ Q O 3/4" BRASS COMP. COUPLINGS T 11 12 13 rr = Q J B vo u o � o • O 3/4" BRASS CURB STOP 3 7 8 \\ d a.• 3 t33 LF 4'9 PIRR NA O ROCK CHIPS 4 15 \ �; •A 4" PIRR I t`,CD F�yc/ 10 3" FEMALE ADD. ±270 LF I aQt T APPROV 2 Purdara Culch Drain_ 8 8 " BLOCK 3 10 08 24 _ • PIRR 8 11 LOCATOR WIRE \ \ ' \ 4 8 0 F0�. I N 12 3" PVC PLUG \\ A I T �o 13 MARKER STEEL T" POST X XTOB FO FO 5 d3 d d♦ • X• d3- .AX• d3. d;X ald� d aid d TE OF d d3 d3 \ • Ep • d d• EP . X, 2 •X X d 6 EP d N.M.I.D. "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL —N88°26'12"W 784.41' \ \ Ep EP WE SHEET 4 Scale: NOT TO SCALE NOT A TOE T 8 OE C4 .4 PART L0 NOTES: Lo Lo 1. THE BUILDING ENVELOPES ARE BASED ON THE CITY OF MERIDIAN MINIMUM SETBACKS. N i 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON THE LOWEST TOB BACK OF EXISTING HORSE MEADOWS SUBDIVISION Drew G. Morgan N CURB ELEVATION ALONG THE FRONTAGE OF THE LOT, PLUS 20 FT 1 2% AND THEN AN " - - - - I 1 FUTURE E CY' ADDITIONAL 12 PER THE 2003 INTERNATIONAL RESIDENTIAL CODE SECTION R403.1.7.3. - - - - - - - - - - - 4- - I I I /X 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. - -'-- _ - I -' -------------! / �\ PHASE 55.71SW I 56.56SW 57.2 O --- -`\ -------- ---__- - - - f I 55.07SWCo 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE STRUCTURE. �� X-- - - - X- - - - - - - s - - - - - - 54.38SW 54.55SW 54.82SW S O W. QUATERHORSE DR. - I '-------- - O - - _ _ 5. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF MERIDIAN BUILDING - -------__ /\ ----------- - OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON REVIEW OF AN ENGINEERED INDIVIDUAL ---- - - __-_--- B i-- Q W LOT GRADING PLAN. _ `\2553�� --2554•----- g� W.IQUATERHORSE _ _ (53.33EG) - ----- r' `L _ 1 �' 2SS) 0 30' 60' w --- (53.51 EG) (53.80EG) (53.84EG) - __ - X _ _ - 25�6 �SS6 �s�> " 57 z r (53.88EG) - - --_� 55.79SW 56.53SW `\ (53.15EG) j jl -'--- 54.07EG) (54.22 / \\ 55.03SW - SCALE 1 = 30 BACKYARD SWALE i I► i -- - __-_ - -(54.24EG) I 54.38SW 54.58SW CAN BE ADJUSTED BACKYARD SHEETS 53.38EG I i I 53.20FG-_1 _ --__ - ( ) _ _ - ( ) I 53.76EG � Q TO GAIN POSITIVE TOWARDS COMMON LOT. a. - 1 - 53.44FG 53.59FG 55.64FG III / + Q DRAINAGE TO FRONT SEE PLAN FOR F_ `� i 52.70FG - - _ __ __ 53.82FG- - - - J 0 OF THE LOT. SWALE ELEVATIONS III --'' \ 52.94FG _ _ = 54.08FG (57.14EG) J (� I I --- \ 54.20FG 54.32FG 55.56FG 54.78FG 55.22FG I 56.07EG CAN BE NO CLOSER FENCELINE/ I I 53.09FG - - - 55.06FG I 55.00SW V(55.77EG) (56.01 EG) ( )THAN 10 FT TO BERM II 53.32FG I '53.58FG 55.01SW J U STRUCTURE I Ij \`\ I 53.82FG I \ 54.72FG� 55.06SW (55.641tG) \ (D m I I II� � B 2` \ 3 B I i\\ - - - - - - - - - z III o �` I A I55.32FG 54.82FG O7 A II 2ss� I 5 O I �\ / • �' Ur L_I_J U \\ Co 0.4sq , � (52.99 G) f f 52.20FG �\ I \ lob" 55.39FG \ 1 II 52.57FG `\ \ II \\ 54.60FG 55.01 FIG 54.88SW 54.88SW 0 52.72FG \ \ \ �s 52.70FG - - 52.95FG 53.95FG �SS� II s� 6 / (52.62 G) - i 53.07FG _ - - 54.07FG- m I 52.90FG 53.22FG = _ - 54.19FG 54.61 FG A - 1 - - -\` 1 - - _ W Q LL 53.45FG - = T - 55.11 FG O 1 \ 1\ l 53.12FG � - - 1 - \ - - - - -1� - - - - - - 1 I 52.60FG d3 54.45FG 54.57FG 54.29FG �� ; n \\ 1\\ I 54.69FG 0.51q 54.79FG \ 1 I - - - d• 1 Ln \ 1 I d• •d I X 1 N 55.40EG \\ 1 I I -�52.80FG - 54.53FG 54.26FG 54.62SW 1 � �( ) \ 1 f ° '° ' - '- - _- d� - - 53.35FG 54.65FG 55.19I G I 1\ 1 \\ C ,- \\ I W W / �SS2• a Z° 54.76FG I 54.76FG 1\ 54.62SW _ -9 \ SIDEWALK y� 1 a I I I (55.28EG) 55.46EG I I p °j d I I O 2554 I II f �( ) (55.81EG) \ (56.20EG) Z SIDEWALKJ p , a I\ I I I 9 A II \\ \ � I Q CURB & y I �\ ° a • \\ 55.04FG 54.46FG GUTTER 52.33FG. � I I � O II I \ 55.94FG (55.96EG)� `\\ I� 55.50FG 55.90FG W 0 STREET 51.03SW , \� - - - _ 54.02FG 56.00FG 56.30FG CURB & I 51.01SWA. 452.21SW - - I 54.96FG � GUTTER • � I BLOCK 1 I 54.34SW I 52.26SW ,� K, STREET w W �� 2Ss3 54.52FG 54.39SW IX \ 54.87FG 55.17FG 55.44FG 55.69FG TYPICAL "A" LOT TYPICAL "B" LOT � ti5�1 I 54 26SW - 54.37FG BLOCK T � U DRAINAGE DETAIL DRAINAGE DETAIL Q W. NEVL'LAND DR. 52.1 OSW 52 \\ 54.67FG 54.94FG 55.19FGJ I NOT TO SCALE NOT TO SCALE ~ _ - � _ 25 \ 52.59SW \ y ,� \\ / \ \ I �, 54.54FG �\ �54.10SW \ � S� J\ C� 54.75FG �� �, ( 3 ) Af' A e Y 54.10SW �` 1 `\ o o _ I 2553 \ Co 54.24FG \ / 51.02SW tl 51.51 SW I I (50.42EG) I 51.14FG jl 52.00SW \ 54.66FG \ 51.65FG 52.55SW \ I 54.02SW (50.04EG)�� - - i _ 52.14FG �� \ 54.07FG 54.37FG _ - / 54.64FG 54.89FG I Z _ __ 52.60FG 52.64SW SSA � p � _`\_ Q P L _ 1 I 50.64FG 51.15FG - _ 52.88FG \`\ \ \ 54.05SW `� 54.57FG 54.87FG � VARIES SEE PLAN 60.0 20.0 1 51.64FG r 54.12SW j 53.22SW I i 55.14FG 55.39FG I 1 (12' MIN) 52.10FG / m lll��� I I 54.57SW \ / o 54.74SW q REAR 6" DROP FRONT 6" DROP FOR \\ B O h`� / / 53.90SW ` 55.00SW 55.26SW SOT BACK OF SIDEWALK \ Q B / / 52.38FG 53.36FG / SEE _ FOR A LOTS ONLY - A & BLOTS O I i otAl4 C° - \\ �Ssp 3 B / `\ 52.86FG 53.63SW 54.14SW \ \ \ \\\ LLI 0.50% GRADE , I 1 48.25FG \\ \ 5 LLB Z "A" LOT. GRADE VARIES LID // 2SS2 // O B \\ - W',NEWLAND DR. 255 Iof \ 53.81 FIG 2s - - EE DETAIL GRADE VARIES I 11I� 2SQ�o\ 50.15FG \ / ` \ SQ L - \ \ 52.00FG / / `\ O 53.31 FIG O 53.95SW D Q Q S (4 .24EG) 52.50FG // / \ 54.04FG 54.21 SW SS, 1- BLGr3 __ - \ \` / / o �' B 53.54FG� 54.11 FG \\ D a 47.90FG\49.30FG � 4 / 52.00FG ` \ \\ � 50.67FG rn \ 54.15FG 54.11 SW 54.28SW 54.49SW 2S_ 48.96FG °j / 53.61 FG 54.74SW LOT GRADING DETAIL ((4 8 g1 E)) AS t 50.18FG 52.00FG 52.50FG o O 54.25FG 54.35FG 55.01 SW 55.28SW ` ,47.75FG, �`J� ,� d 51.54FG 54.41FG 54.62FG 54.88FG \� I �. �>\ ° 3_ B 53.65FG _ _ _ _ - 55.14FG 55.40FG (47.49EG) \ \ �\ 51.40FG ,< N 53.75FG - (47.30EG) �\ \a 51.44FG__d� V \ 53.85FG \ 53.91 FG 54.12FG \`� 54.38FG 54.64FG \` \ \ t u 51.87FG �, X-48.84FG I - 53.70FG 8 I \ 54.90FG - - - - - - ,47.60FG _ -\ \49.76FG __ o B \ \ - _ I \ \ Co X „, - �� ` ----------__-==s-_ --- d • 1 I \ ---------------------- 51.24FG_ _-- �\ 0 0 I 1 1 I _ _ ------____- ___-_-_____- ________ _ __ __ ____ O _ �\ 1 ----_-_--- _ _ _ __ _ __ __ _----_---_-------------------------_--_- - O B ----------- ------------- -------- �` \`�`\ 51.77FG d� rn I 12 13 \\\ o e __ 10 B 11 `"B --� _ _ _______ -------- ------ -- B - -------------_____ -_-_-_-_-_____________-_-_-_____-_-_--_--___------_ __----- -------- _---------------------_-_-_-_- _------ `\\L��\\`-` a 52.19FG\\\ 54.00FG I `D ov i -_______________\- ___--_ ____________--_--- -- ------- -------- ---- ---------_------- - 2539- ----- -6 2541 2542 \2Sg3\�S`�`\\`�� \\ I 2SS z _ _ __--- _ LU -� ---------- -'_ 2537--2538--------_- _ -' --�\�� `���\ \ \ \ \ 3 w /_-� \ ---- ------ -_-------- - --_- \ -------- 2535--2536_---------- '- _----- _``��� `��SA``\�\\\ d� \ 53.00FG _ 3 OOFG 52 25FG ro - _ 5 _ __ _ 54.0OFG 54.40FG 54.70FG Gulch _ _ BLOCK I00 1 \�------------ -_-\ ---_ Drain_ \ \� ����``\``\``\\`\� `\ tjj I`�-_____--- _------- _----------- _ _ ` a I � 1 I 1 \ �� ____ _ _________________________________________ - _=_____=__________ _-=_-__-_______ =_-_____ `��\�\`�\``\\\�` \ �` SS 51.56FG rn ry �r \ w o z Li m 1 1 \��' _______________________________________________________________________ __-__-__--_=______________-_ �`\\\\\\\\\\\\\\\\\\\S�\\ \ 51.47FG 51.32FG 50.86FG �, `�\ o o \ Q w c� N J a 1 �- ---------------- z.0 --- __ ---_-_- -----_ ____ \\\�\`\\\" \\ \` \9 \ \ \ \ 51.65FG 52.49FG 53.23FG 53.82FG J oo a ,< - --------- ------- - - - - - - - - w�__ \ \ \\\♦ \ \ �♦ cn cD w o I w z 1 1 X - - ---�E- -�------- R ---- --- ------======fi6B==== =--=_______-____--=_=__ \`����\\\\�\\\�\`\\`�s�o 51.30FG d3 5\- d3 ° d3• d3 d3 wi w O ¢ � O CD N 11 ; \ -------- -- '- ___= �\ �\\ \\\`�\�` \� `\`� - ---- ---- ° �� 51.01FIG 50.57FG •__ d 2S -51_36 G= 2S 2 d3, ° ° o / -----_ ♦\�\\\ �\\ " \ - w - - S� 7F S-- --_ _ o o r _ 53 OOFG _ ae 51.30FG _-____-50.39FG" --T z U \ 53.65FG w TOE ' � = Q _ �S\o N A L FN i 2 a T APPROV 10/08/24 _ff F C�ON81K �, I N ATE OF\OP SHEET C5 . 0 E G X 274.99' EG X EGR - � - OP 2 pp s- Lf7 1 STA: 0+5.83 16 8 0 N N / + GIRR MH 3 \ - STA: 1+64.35 <v (Y) - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - W E - - - - - - - - - -1 - - - - - - - - - - p Q GIRR MH 2 0 STA: 0+23.83 S Z - UP 0 � - - - - - - - - - - -0- - - - - - - - - - - - - - - - - - - - - - - - a O 7 I oo - - - - - - - 0 30' 60' w _ z O IK SCALE 1" = 30' J I �� - - - - - (D O � ! J O o - - - - - - - _ _ _PIR GRAVITY IRRIGATION KEYNOTES (Q, ° PIR 10 REMOVE EXISTING 15" ADS PIPE. •^ O °• •° e• _._ _ _- a� - - - - PIR I I C CONNECT TO EXISTING DITCH. INSTALL t5 LF OF 15" z O ♦° e a SIR-15. INVERT AT DITCH CALCULATED AT 2556.00'. e r O 2 CONTRACTOR TO VERIFY INVERT AND CONTACT ENGINEER OF CD O ° e 4 RECORD FOR DESIGN IF DISCREPANCIES OCCUR. RE-GRADE U O • 9 o' GRR MH I 4 EXISTING DITCH AS NECESSARY TO ENSURE DITCH FLOWS W e I O '` STA: 2+94.49 a • INTO NEW PIPE. I ° ' a• •° •• • ° •� I STA: 5+05.12 BLOCK 166' IR 15" GRAVITY IRRIGATION PIPE TO OUT FALL INTO PURDAM w O CK 1 x GULCH DRAIN. 15" INVERT CALCULATED AT 2546.00'. Z air CONTRACTOR TO VERIFY INVERT AND CONTACT ENGINEER OF LL_I LL� +00 4+00 O RECORD FOR REDESIGN IF DISCREPANCIES OCCUR. O Q Q &- 10� /� GIRR MH 5 BLOCK 2 CONTRACTOR TO INSTALL 6" PLUS RIP RAP AT DISCHARGE O M /W. \ STA: 3+60.58 Z POINT IN ORDER PROVIDE EROSION PROTECTION. w Q Q _ NEWLAND DR. - / m O _ � P O A / \ Z \ \ S0 O W O GIRR MH 7 180' '�GR + ' STA: 5+72.33 00 Fi W Illy w W. NEW�AND I DR. II DQ IBLOCK 3 O s s II L 4 L Z o I lei O � e ♦ Oa d ♦ ♦ ♦ • ♦e I O " C6 SLR - - - - - - - X- _ - - _ _X p O -�O�L _ _ _ _ g b♦ e , 9 I T g 15 ` \ a� .d� 11 12 13 { O PURDAM GULCH DRAIN C 3 r� I o � cl GIRR PROFILE Q 7+28 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 2560 2560 O 3.90 LF 15" GIRR @ 12.82% 2 - - - - CD FINISHED GROUND _ _ - _ - - - - - - - - - - - - - 14.02 LF 15" GIRR C@ 1.43% Y 2555 - 2555 z C� N a _ N w rn _ 136.52 LF 15" GIRR ® 0.58% W n `- i tea, o 0 _ - - EXISTING GROUND Ljj - - - - Z r7 00 126.15 LF 15" GIRR @ 0.72% z ~ 1 `� " � o o Lj - - - - - w 62.10 LF 15" C-905 GIRR 0 0.64� awoN J 48" GIRR CYLINDERMH 2 J oo a x cf) I Li / 8" GIRR CYLINDERMH 3 RIM 2557.0± W w w ¢ o 0+23.83 0.0' c� w o 2550 % Lj - C-905 GIRR Q 0.95% IM 2556.1 f " 2550 o / 4" PI MAIN 63.22 LF 15 z 48" GIRR CYLINDERMH 4 15" OUT 2552.80-W m m / 4" PI MAIN 2+94.49 0.0' 15" IN 2552.00-E SUMP 2552.80 V m o i / © 224% RIM 2555.6t 15" OUT 2552.00-S w 0 15" IN 2551.10-N SUMP 2552.00 48" GIRR CYLINDERMH 1 z � 5 lF GIRR 48" GIRR CYLINDERMH 5 0+05.83 0.0' Q w w w / 15 z O 4 " GIRR CYLINDERMH 6 3+60.58 0.0' 15" OUT 2551.10-W RIM 2559.8t m = Q J m 12p 2 SUMP 2551.10 5 05.12 0.0' RIM 2554.8E 8" WATER MAIN 15" IN 2555.50-E 5+ .RR CYLINDERMH 7 � RI 2553.5t 15" IN 2550.70-E / 5+72. 3 0.0' 15" OUT 2553.00-S 3 1 " IN 2549.30-E 15" OUT 2549.70-W RIM 2 52.8E SUMP 2553.00 RIM 2 2.8± 0-N 1 " OUT 2549.30-S SUMP 2549.70 �S�ONA FN / 15" OUT 2548.70-S 8" WATER MAIN SUMP 2549.30 2545 / SUMP 2548.70 �� i2 2545 a T APPROV �1; NOTES: 10/08/24 / 1.) ALL IRRIGATION MANHOLES TO BE PER 48"' AND _ _ / INSTALLED PER ISPWC STANDARD DRAWING SD-619 WITH NO VERTICAL SCALE - - F C�ONSTF� �, N SUMP UNLESS OTHERWISE CALLED OUT. 2.) ALL IRRIGATION PIPE SHALL BE SDR-35 UNLESS 0 3' 6' T�TF OF�OP� / OTHERWISE CALLED OUT. ROAD CROSSING TO BE 15" C-905 / OR APPROVED EQUIVALENT. SCALE 1" = 3 SHEET / 3.) ALL GRAVITY IRRIGATION MUST HAVE A MINIMUM OF 2' OF 2540 COVER. MOUNDING MAY BE REQUIRED IN CERTAIN AREAS. 2540 7+28 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 (;6 - 0