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Home My WebLink AboutConstruction Plans ILLMr-1 �01 M �USMr,'A Pr-1306% ��` J 1 11 � BOOK , PAGE CP&F INST NO. 2019-115457 A PARCEL OF LAND BEING A PORTION OF THE S 1 /2 OF THE N 1 /2 OF SECTION 25, T.3N., R.1 W., B.M., 23 24 W. VICTORY RD. CITY OF MERIDIAN, ADA COUNTY, IDAHO NOTES 26 25 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKWOOD ESTATES HOMEOWNERS' ASSOCIATION, 2024 INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE SIXTEEN (16) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT in PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 1p 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, LO M BILTMORE ESTATES HOMEOWNERS' ASSOCIATION, INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR ^ SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. N 1/16 CP&F INST NO. 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON. 2019-115458 4. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805(1)(B). THIS SUBDIVISION FALLS WITHIN THE THE BOISE-KUNA IRRIGATION DISTRICT AND THE NEW YORK IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICTS. 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL UNLESS A GREATER EASEMENT EXISTS, IN WHICH CASE THE \ BILTMORE ESTATES SUED. NO. 4 �N, ''� O EASEMENT SHALL GOVERN THE SETBACK \\ BOOK 127, PAGES 20625-20627 I \ N,5 �d0 \ \\ / 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH � /64'S'.. 1%, \/ 125.10 moo• �6ti 10'1�1 JX �0, 9� RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. X. CD EXISTING 36' SUNDALL S89.2221E 344.26' N83'42'31E ��° 4�`s`''�'�(f' 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. LATERAL EASEMENT \ 110.00' -----, j-----777--,- � 70'07'---1 70.07' -64.8 7545.37' • � rj `r��`, "'� F` � 0?;r 0, 8. LOT 3 BLOCK 5, LOTS 10 AND 18 BLO K 8 AND LOT 10, BLOCK 11 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKWOOD - - 8742 sf ` �' 'Q CESTATES HOMEOWNERS' ASSOCIATION, INC., OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND .35' 5'I 6OAKWOOD ESTATES HOMEOWNERS' ASSOCIATION, INC. PRESSURE IRRIGATION. ! 9 8 W; I 7 WI 9646 sf oo F '.oNi COj 1a°Oo „ o p <1 '9G' �` 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT "NO AGRICULTURAL OPERATION, 14147 sf �' 'rn 10485 s ! j �9185 sf�i ;M 9940 sf 6 �`� f�i iM �I iM9149 If�; jN n i� \Jz �° '�ti ptii \ \ AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR N, 10 S� 5`' o� JG Ni N! °� ��' ?� S ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 1 YEAR, WHEN THE OPERATION, �\ $ ; BLOCK;1 5 5--- ��'' ` 18'��'\�� o' So' 100' oo' FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED THE PROVISIONS OF THISSECTION SHALL NOT \ =----.--- - . , �� !�.O\ NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR 2.31--.- - - - - - - -= C2$- .��, J;, APPLY WHEN A NUISAN N, --C29 --70.00'- --70.00'- --70.00'-- 1448'-- C9� �`° 4417�`s s �� EXPANSION THEREOF." \ gip'- W. OUROAK DR. Gti6;: �, �.�� L6-'G S88'05'44"W N-S88'05'44'Wes_ _ �s,8012 sf s>,, , SCALE: 1" = 100' 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. UNPLATTED \ CP. �5 - - r, 165.58' S� i' '�� F` S9 58 37 \ 114052420, RECORDS OF ADA COUNTY, IDAHO. c� B 16 61.2o W N c2,.- 16 ..'`o, 6; 14.50' c4 11. LOT 18 OF BLOCK 8 AND THAT PORTION OF LOT 10 OF BLOCK 11 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY L !8 -I --68.38'-- 52.20'-C23 -_--.- -8 65 If L \ G6 1---16.20' _.._.._._. --.---- �. �� 4 5 HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER z lc> ! 6` `� �`. �'J�' DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND w \ ��; -_.._.. - - in 12 13 -� 14 ?\ ��+ f5 ,y�. \ �N �, 1 6 25' 25' wi _� ., 9374 If \� 7. INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER W i, of i� 0`1 �� DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT m I 1p' 12512 If ;M o N` 11245 If �! ;52 a,9547 If U, ia? O- i� N I M: I,O l; •� �,i o z N \ ` P, �, � IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. N 02'W__.. i N; 8932 sf,!. iz B OCK\ �� 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS N "' 9 --- !w rn'i 20.01' S� BILTMORE ESTATES \ INSTRUMENT NO. 2024-------, RECORDS OF ADA COUNTY, IDAHO. m I 1 i 13p 37' �:v N N'.._ 70.22' 56�06'13"W 36.23' SUBD. NO. 2 \ 2p' 6 N 74.65'-"-' BOOK O. \ 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR OAKWOOD ESTATES (BILTMORE �16' o95g�pCK 11 ,�_ VO i n S85'44'44'W 144.87' S84'19'25W 10L20 S83.53'47"E 39.61' SUBDIVISION), RECORDED AS INSTRUMENT NOS. 2015-021504 AND 2016-071031, ADA COUNTY RECORDS, AND AS SUCH MAY BE SUBSEQUENTLY o w o ��o� _-._65.81'- , S7,779, PAGES 15494-15496 \ N79'50'56"E AMENDED. 66.78'---.. JrQ"E 6 8 y i _106.63' 'N88'08'12'E j i 49'_ ' 14. DIRECT LOT ACCESS TO S. KENTUCKY WAY IS PROHIBITED. -t1�, i S85'44'44"W 10 i - -8p 23 S88.55'16"E 3 A i '` o I i 9 14•OQ' 2.49' 14 1 1 �i $ s .i -70.00' 15 641'54'23"E 1 U� 0 6, U 3: w 3i i - 15. THIS DEVELOPMENT S SUBJECT TO THE TERM OF AN ADA COUNTY HIGHWAY DISTRICT DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT N0. 9. L I s N 02 0_ �r i-' o N !cv �! !� o! !- 7 ; --68.OQ' , 1 O 9880 If "= 'o °' 12562 If oo 4ri rn ;nI !�10101 If Ni icy Si i ^` .17 2015-066091, RECORDS OF ADA COUNTY, IDAHO. o �: .,�, 9816 If '✓j cJ b i i i i (p \ ` �i i Ni jN 9055 If i h 3: i 4 w: 3 "130 Op \ c2j 8 -20,00'; ! •i !^ M! i 9651 If^i' ,i'� Ni j� CP&F INST NO. �- i -__ n' 10811 If ;n 12459 sf \ W 13 c� - 59.68'- 35.63'-C20- ---- 5, n! !g; iM -> > 00 � 1 2019-015472 N n V, -_C19--- -- i' r. r 1 O, .• 11886 If �>> `� c18-- , M! �'` r'�s r o 24 19 LEGEND 25 30 115.31' 16' W. OAK - c1�63. cn; ; 16, ;' ,c N 1� sss'1$'ts"E �- - SPRINGS_DR, c8'- 3s. 8' ! BLOCK 8 !, W. VICTORY RD. ti �S, 8' C12 5g, C16 rr ' BOUNDARY w 1 1�. .�°�� C36-36.68' 43.00' 35.63'-C37-- �•�99.6g, N -C15--- --- Q cr -o a SECTION LINE UNPLATTED 12 g� ! -I 10 - I ---- - i-C39=296g - 5140'E - - _ C13 _ s NON LINE i � 1 1 _ �; 9 �i ' - _- 70.0 16' 8' RIGHT-OF-WAY vi �o CO., N: N co i. 3: ' �'- __C43' CENTERLINE EXISTNG 36' SUNDALL i of -a 7 `- --C40-- - r (� G 16878 If b j i h cn�i ca; io !� 3l i - _.-_ ---C41 --�C42 _ : Pcn LATERAL EASEMENT - i N �v io - - i 1p N fir! ^ cN N! i 6 5 - 2 0l, ! J ,G a,W �i o LOT LINE �oi o� ;� rni i� o: 3i r- 3 �p cni W cn �i svi •N 9717 If 'vi io j �z cn 117so If 5 � ^; \ 2 ti i rn: - �' o o: 4 1 �i. -Q ( N EXISTING PARCEL LINE o ; W pl o Ni h j z., 1•� 011 (-,4 Z Z Z j 9249 If i ; 9604 If �i i4 9100 If- , i o �w 3 0•, lw J '� 6' O _Q \ o�i !o 0 of P 9659 If rn. P ' w S> - s' �.._ _- "'! ! % '�1os00 If �; N �I 0733 If�`. ;� s N `'4 _.._.._.._.._.._.._.._.._.._.._.._ PUBLIC UTILITY, PRESSURE IRRIGATION 68.88'- - 102.32'- Mi !N 10738 If �! ci 1 N r ,� & LOT DRAINAGE EASEMENT LINE - - �o.so' !BLOC "', iNUj �� S89'26'30"E S89'26'30"E S85'04'37"E K z �i z 5' o I SEE NOTES 1 & 2 S' �O 171.20' 70.00' 5' ! CO ' " z vi ADA COUNTY HIGHWAY DISTRICT PERMANENT �'�" 10 "'EXISTING 75' WILLIAMS NORTHWEST PIPELINE N7651'4p" 8g I j _6154"� S23 22 09 E _ S3 i '� CORP. EASEMENT SEE AMENDMENT TO W 230.33, 53 _ -89.05'------ `36.21'-52'19 " S (' EASEMENT - INSTR. N0. RIGHT-OF-WAY CONTRACT INST. 2023-019725 10 426 W 113.�3 RR� S � 26 25 2504.67' (S\`fi 1 45803 If N89'23'56'W 125.26' S�g'2 HP OTHER EASEMENT LINE AS NOTED - - �- - _ _ _ 10 CDr W. HARRIS ST. 25 30 11 LOT NUMBER 1/4 POINT OF N89'26'30"W C 1/4 N89 23 56 W 554.79 S89'23'56"E 765.89' S89'29'05"E 1320.30' 1/4 FOUND ALUMINUM CAP AS NOTED CP&F INST NO. BEGINNING ' CP&F INST NO. \ p• i +CE 1/16 2021-175472 S89'26'30"E 2647.83' 143.16 2022-082122 \ / I � GRAYCLIFF ESTATES SUBDIVISION NO. 2 p� ��o CP&F INST NO. CP&F INST. N0. UNPLATTED \\ BOOK 124, PAGES 19872-19875 �� N� 2022-082121 2022-027152 • SET 5/8"x24" REBAR w/PLS 11118 PLASTIC CAP \ \ CJOO�cLco� • SET 1/2"x24" REBAR w/PLS 11118 PLASTIC CAP SURVEY NARRATIVE \\\ �� \\ / '� O FOUND 5/8" REBAR, PLS 11118 OR AS NOTED THE BOUNDARY FOR THIS SUBDIVISION AS SHOWN HEREON WAS DEVELOPED FROM SURVEYED TIES TO I \ \\ �c1�P QP o FOUND 1/2" REBAR, PLS 11118 CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF BILTMORE ESTATES SUBDIVISION NO. 2, BILTMORE ESTATES SUBDIVISION NO. 3, BILTMORE ESTATES SUBDIVISION NO. 4, GRAYCLIFF ESTATES SUBDIVISION NO. 1, GRAYCLIFF ESTATES SUBDIVISION NO. 2, INFORMATION FROM RECORD N,I \ OF SURVEY NUMBERS 9886, 12018, 12859, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS PROPERTY AS SHOWN HEREON. CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE LINE TABLE LINE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD LINE LENGTH BEARING LINE LENGTH BEARING C1 74.10' 130.00' 32'39'29" N29'11'50"W 73.10' C12 173.75' 800.00' 12'26'38" N83'04'59"W 173.41' C23 12.80' 325.00' 215'25" S86'58'02"W 12.80' C34 31.12' 85.00' 20'58'36" S23'21'23"E 30.95' L1 60.00' S17'39'54"E L12 14.13' N45'37'36"E C2 84.58' 420.00' 11'32'16" N18'38'13"W 84.43' C13 268.81' 500.00' 30*48'14" N87'44'13"E 265.59' C24 59.86' 325.00' 10*33'10" S80'33'44"W 59.77' C35 53.76' 85.00' 36'14'24" S51'57'54"E 52.87' L2 25.00' N36'28'59"W L13 14.16' S44'22'24"E ONPL LANp C3 2.20' 530.00' 0'14'16" S72'27'13"W 2.20' C14 116.68' 475.00' 14'04'29" N79'22'20"E 116.39' C25 58.08' 325.00' 10'14'19" S70'09'59"W 58.00' C36 28.51' 85.00' 19'13'12" S79'41'42"E 28.38' L3 25.00' N36'28'59"W L14 25.00' N17'39'54"W C4 72.85' 425.00' 9*49'18" S67'26'22"W 72.76' C15 95.44' 475.00' 11'30'42" S87'50'05"E 95.28' C26 58.08' 325.00' 10'14'19" S59'55'40"W 58.00 C37 38.45' 775.00' 2'50'33" S87'53'01"E 38.45' L4 9.80' S67'05'39"W L15 25.00' N17'39'54"W O 11118 � C5 48.57' 420.00' 6'37'31" N1610'51"W 48.54' C16 43.26' 475.00' 5'1SOY S79'28'12"E 43.24' C27 82.94' 275.00' 17*16'51" N63'04'28"E 82.63' C38 80.52' 775.00' 5'57'11" S83'29'09"E 80.49' L5 14.01' S24'24'21"E L16 19.67' N29'22'51"E (P C6 25.01' 420.00' 3'24'45" N21'11'59"W 25.01' C17 5.97' 825.00' 0'24'54" N77'04'07"W 5.97' C28 78.62' 275.00' 16'22'51" N79'54'19"E 78.35' C39 49.35' 775.00' 3'38'53" S78'41'07"E 49.34' L6 10.31' N67'05'39"E L17 4.83' N11'43'47"W O�j 1T� OF C7 11.00' 420.00' 1'30'00" N23'39'21"W 11.00' C18 69.38' 825.00' 4'49'06" N79'41'07"W 69.36' C29 59.79' 325.00' 10*32'25" S82'49'32"W 59.70' C40 71.32' 525.00' 7'47'00" S80'4510"E 71.26' L7 10.54' S67'05'39"W L18 5.00' N17'39'54"W 41r0// W. NPR C8 109.96' 300.00' 21'00'06" S77'35'42"W 109.35' C19 69.38' 825.00' 4'49'06" N84'30'13"W 69.36' C30 59.34' 325.00' 10'27'40" S72'19'29"W 59.26' C41 70.83' 525.00' 7'43'50" S88'30'35"E 70.78' L8 28.28' N46'54'16"W L19 5.00' N17'39'54"W C9 176.25' 300.00' 33'39'42" N71'15'53"E 173.73' C20 34.45' 825.00' 2'23'32" N88'06'32"W 34.44' C31 100.80' 275.00' 21'00'06" S77'35'42"W 100.24' C42 70.05' 525.00' 7'38'42" N83'48'09"E 70.00' L9 28.28' S43'05'44"W L20 27.17' S83'53'47"E C10 57.41' 300.00' 10'57'50" S7'23'10"E 57.32' C21 46.69' 35.00' 76'26'13" S51'05'12"E 43.31' C32 49.04' 325.00' 8'38'42" S6'13'37"E 48.99' C43 70.05' 525.00' 7'38'42" N76'09'27"E 70.00' L10 13.46' N46'34'17"W L21 25.29' S12'52'05'E ENGINEERING Lan 0lulti0ns C11 80.04' 60.00' 76*26'13" S51'05'12"E 74.24' C22 52.62' 275.00' 10*550" S7'23'10"E 52.54' C33 13.15' 325.00' 2*19'08" S11'42'31"E 13.15' C44 2.12' 325.00' 0'22'28" S54'37'16"W 2.12' L11 14.45' S44'24'57"W SOLUTIONSLLPLand Surveying and Consulting JOB NO. 24-16 231 E. 5th St. Ste. A, Meridian ID 83642 SHEET 1 OF 3 MERIDIAN, IDAHO (208) 288-2040 - (208) 288-2557 fax ABS Acrylonitrile-Butadiene-Styrene cf Cubic Foot DWG Drawing STANDARD ABBREVIATIONS MH Manhole PP Power Pole SB Seepage Bed SY Square Yard ABAND Abandoned Cl Centerline E Easting MW Monitoring Well PSI Pounds per Square Inch SD Storm Drain TAN Tangent THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ACP Asbestos Cement Pipe CO Clean-Out (Sewer) EA EACH FL Flow Line INV Invert N Northing PT Point of Tongency SEC Section TC Top of Curb AH Ahead CONC Concrete EC End of Curve FTG Footing IRR Irrigation NO. Number PVC Polyvinyl Chloride SF Square Foot (feet) TEL Telephone FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE ALT Alternate CONST Construct, Construction EG Edge of Gravel FS Finished Surface ISPWC Idaho Standards For Public OFL Overflow Pipe PVMT Pavement SG Sand and Grease Trap TOB Top of Bonk CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL BC Beginning of Curve COORD Coordinate ELEV Elevation GALV Galvanized Works Construction OHP Overhead Power R Radius SP Signal Pole TOE Toe of Slope EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR BK Back CTV Cable Television EM Electric Meter GB Grade Break IVC Island Vertical Curb PC Point of Curvature R/W Right-of-Way SPRK Sprinkler TOPO Topography BM Bench mark CY Cubic Yard EP Edge of Pavement GIRR Gravity Irrigation L Length PCC Point of Compound Curvature RCP Reinforced Concrete Pipe SS Sanitary Sewer TRANS Transition ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES BVC Beginning of Vertical Curve DBL Double EASE Easement GM Gas Meter LIP Lip of Gutter PE Polyethylene REF Reference STS Storm Tank System TYP Typical CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY BW Back of Walk DI Drop Inlet EVC End of Vertical Curve GR Grade LF Linear Foot PIRR Pressurized Irrigation RL Ridge Line STA Station VB Valve Box AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG CB Catch Basin DIA Diameter EXIST Existing HDPE High Density Polyethylene LP Low Point PL Property Line RR Railroad STD Standard VC Vertical Curb DIP Ductile Iron Pipe FG Finished Grade HORIZ Horizontal LT Left POC Point on Curve Rt Right SVC Supered Vertical Curb VERT Vertical LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. DW Driveway FH Fire Hydrant HP High Point MAINT Maintenance POT Point on Tangent S Slope SW Sidewalk WM Water Meter NOTES9. Actual field conditions during trenching may require additional pavement repair beyond 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be on the limits shown on the plans. The following conditions are listed in Section 6000 of ACHD site at all times. A stop order can be issued if the book is not on site. GENERAL CONSTRUCTION Policy Manual. , r 4 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in the \; r� , street and include an area damaged b equipment durin trenching operations. field. Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental f`` � ` . 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Y g Y9 9 P P Y PP Public 2 . If the cumulative damaged pavement area exceeds 50% of the total road surface, Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the c Works Construction (ISPWC), he City of Meridian Supplemental Specifications to the ISPWC (and any i Contractor shall replace he entire roadway surface. final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached ` +° addendums), Meridian Design Standards, the requirements of the Ado County Highway District (ACHD) and/or P Y Y g Y the requirements of the Idaho Transportation Department {ITD). The more stringent of any of these 3). Contractor shall replace the pavement surface to ensure matchline does not fall sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. n` Glow4 heel path of a lone. Matchline shall only fall in the center or edge of a within the w �' doom standards shall be the controlling standards or specifications. P y g travel lane. SEWER 4 . Flowable fill or imported material may be required if the native trench material is 5 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on ) P Y q deemed unsuitable by ACHD Inspector, does not meet compaction standards 1. Construction of the sewers stem shall conform to the standards in the Wastewater Rules IDAPA site or readily accessible at all times during construction (available on the website). Failure to have a Y ( 6 �� or time is a critical factor. 9 8 7 current copy of the Standard Specifications on site could be grounds for a stop work order until the 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 1 Q * °; t o ! U) Qp situation is resolved. 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before 11 BLB. 5 `.. ,, . �`E C Z er construction begins. 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm ;e ;. k A`E 1 0 N 11 y �°, z w � 3. The Contractor shall have plans stamped Approved for Construction by City of Meridian Public Works drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water 18 �� , I - Department on site at all times. 10. The Engineer of Record certifies that the plans are prepared in substantial �� P main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, `�� a P N conformance with the ACHD Policy and standards in effect at the time of preparation. The tE DR `; I the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public tt z OC o Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design. W.TALL PRAIRIE 17 s, 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference (or an Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). All variances from ACHD Policy shall be approved in writing. The following variances, listed by on-site meeting with the City of Meridian Project Inspector) prior to start of work. date and short description, were approved for the project: None. � L, P pp P J 3. The horizontal separation of non-potable services and potable water services or potable water mains 16 ,��`, °e �`� 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is shall be a minimum of six (6) feet. Where it is necessary for a potable water main and nonCD -potable 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements 15 required. No work may begin on any project without twenty-four (24) hour prior notice. water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be J o including, but not limited to, storm drain construction, trench backfill procedures, roadway 14 Z J o constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems 16 13 construction and concrete work. Any work to be done outside of the 300 extended 12 BM#81 6. Contractor shall notify the Public Works Inspector forty-eight (48) hours prior to required testing. (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). BLIL 8 I ® ® w boundary of the project will require a separate permit through ACHD Inspection Services `°� `' I � c 181 Contractor may not open or close water valves. Division. The Contractor will schedule an inspection, requested through ACHD Inspection `°} k ? o Services, 208-387-6284, a minimum of twenty-four (24) hours prior to constructionttl 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the service line 4`a a W 7. All material furnished on, or for the project must meet the minimum requirements of the approving crosses a stormwater treatment facility (i.e., seepage beds, drainage swales). `�, I N agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof starting. 15 iD _ V W UJ UJ that all materials installed on this project meet the specification requirements set forth in General 5. When cover over a sewer i I y �"� �' �`� CM c5 W- Construction Note No. 1. WATER a �p�pe s less than three (3) feet from top of pipe to subgrade or top of BLIL 11 O N W o pipe to natural ground, use Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service I }"W lines and fittings. ' 1 Q `, �''4 LO ® UJ 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches 1. Construction of the water system shall conform to the standards in the "Idaho Rules for A `, �� >> L''°ti N C) for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications 6. The Contractor shall conduct an air pressure test and television inspection after all underground G� ° C o =W referred to in General Construction Note No.1. P g 1 11 9 8 I C o o utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final '44 p �= 9. Inspection, approval and final acceptance of all water and sewer construction shall be b the Public p J V 7 Z ; J� P PP P Y aces tance of the sewer. Works Department, and their decision shall be final. Such inspections shall not relieve the Contractor from 2. The horizontal separation of potable water mains and non-potable water mains (sanitary 6 9� ` I Q ' ' ® w 2 the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary 7. All CCTV inspections shall be completed by a third-party testing firm. 5 r W N C W approved construction plans. for a potable water main and non-potable water main to cross with less than eighteen (18) 13 4 z W i= inches of vertical separation, the crossing shall be constructed in accordance with Section 8. Approval and acceptance of all sewer construction will be by the Public Works Department, and their BLL 8 �,.� Q o 10. Any deviation from the approved plans and specifications must have the applicable agency approval in 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section decision shall be final. Such inspections shall not relieve the Contractor from the responsibility of ® ®BM#82 Q c-) W writing prior to construction. 430.02 of the Wastewater Rules IDAPA 58.01.16 . performing the work in an acceptable manner in accordance with the approved construction plans and ( 4�sp m LU ( ) Standard Specifications and Drawings. V &AIGS'O Z = J ,� 11. Prior to beginning installation of street lights, the Electrical Contractor shall obtain an electrical permit 3. The horizontal separation of non-potable services and potable water services or potable r R� O CD from the Building Division of the Meridian Public Works Department. Any deviation in street light locations 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35 ASTM D-3034 unless "' water mains shall be a minimum of sex (6) feet. Where it is necessary for a potable water P P { ) 12 LL CD from the approved plans must be approved in writing from the City Engineer. otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of,the qtLU main and non-potable water main to cross with less than eighteen (18) inches of vertical 11 9 ! the crossing shall be constructed in accordance with Section 542.07 of the Idaho Supplemental Specifications and Drawings to the ISPWC. 8 separation, g � `� � � � � 12. Take all lot dimensions, easements and certain off-site easements from the plot. 7 it m Rules for Public Drinking Water Systems (IDAPA 58.01 A8) and Section 430.02 of the Wastewater 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the Rules {IDAPA 58.01.16). field. 6 13. The Contractor shall maintain all existing drainage facilities within the construction area until the Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental BL9. 11 5 24 3 ti4 drainage and irrigation improvements are in place and functioning. Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the � iNAL 4. Place water service lines In a two (2) inch diameter pipe sleeve wherever the service line S F11/ final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached 5 C 14. All Contractors workingwithin theproject boundaries are responsible for compliance with all applicable crosses a storm water treatment facility (i.e. seepage beds, drainage swales). �GENo P P PP sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may � � O �� safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices 1 Q be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. and control of traffic within and around the construction area. 5. The Contractor shall be responsible for providing continuous water service to all existing water 10 users affected by construction. If water service must be interrupted, the Contractor shall 11. The Public Works Department will inspect all public sewer construction whether within public r W.HARRIS ST. 15. All Contractors working within the public road right-of-way are required to secure a right-of-way coordinate with the Public Works Inspector. right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours construction permit from ACHD at least twenty-four (24) hours prior to any construction. Q. prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all A A and E Of 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). M S'(�d shale determine the exact location of all existingutilities before commencing work The Contractor assumes 12. Maintain groundwater levels one foot 1 or more below the pipe invert per ISPWC during the pipe g g PP P 9 PP SITE P ® BENCH KS all responsibility for any and all damages caused by his failure to exactly locate and presence any and all 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the laying and pipe joining operations and while making sewer taps. Clean and restore to their original state underground utilities. Contractor shall call Di Line at 1-800-342-1585 prior to an excavation. Supplemental Specifications and Drawings to the ISPWC. Water mains shall be A A C-900 or any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding N.T.S. g g P Y C 909, Class 50 PVC. g and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. 1JERTICAL DATUM N HQRIZONTAAL DATUMN, ,� 9„ ®-,Ft 0 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet - --y -'' $ � � ;ham-- - HORIZONTAL DATUM USED14 13. The Ada Count Highway District will inspect the trench above the pipe zone in accordance with „ - TEM 81 0 from water mains. This requirement does not apply to catch basins or sand and grease traps. 8. Five (5) feet of cover shall be provided for all water mains located in a section line and Y 9 Y P P P �' i W V1C�'f�RY R� ;�� ,< ;� o mid-section line road. Four (4) feet of cover shall be provided for all other water mains. current ACHD standards. c - �� US GOVERNMENT HORIZONTAL NA083 ELEVATION = 2,711.21 N = 694,292.2 w r ` 00 1AS ADJUSTED TO THE ADA COUNTY CHISELED X IN BACK E = 2,452,268.4 � N ►0 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). - � ' �� ,°�,. �, 14. Install sewer service lines prior to street improvements. I �'� b � , 9. Locate subsurface storm water disposal facilities (including unlined ponds, infiltration beds and � 5,4 �- H.A.R.N. SURVEY OF CURB .-� 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the drywells) at least 25 feet from main water lines. This requirement does not apply to catch jE I C)15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental .-TBM 8 ® -00 cv actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide basins or sand and grease vaults. t : Specifications & Drawings to the ISPWC. - - ELEVATION = 2,71445 N = 694,044.9 these locations to the Design Engineer for use in the production of record drawings. � �.c` r - � : w CHISELED X IN BACK E = 2,452,428.2 af 0 U u OF CURB 10. The Contractor shall notifythe Public Works Department two 2 working days before initial P y a SITE � ��} P O 9 Y 16. The Contractor shall test all sewer lines in accordance with Section 501 per Cat of Meridian � �,r,-,-r,.�.�, ft 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not construction begins and shall also request inspection of water lines and appurtenances Supplemental '= o Supp tal Specifications & Drawings to the ISPWC. or p limited to storm drain construction, trench backfill procedures, road way construction and concrete work. An W `t � �w` °O P Y Y twenty-four (24) hours in advance of backfilling. c; -- 0 - rn work to be done outside of the 300' extended boundary of the project will require a separate permit 17. All manholes shall be constructed to be watertight with the to of cone located within one 1 foot ��` � W. HAIRRIS SHEET INDEX E z o 9 P O I _�- throu through Construction Services Division. The Contractor will schedule on inspection, requested through 11. Construct, ressure-test flush and disinfect all water distribution systems in accordance with ``' Q °O 9 P q 9 P Y of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of i - PO ACHD Construction Services, 208-387-6284, a minimum of twenty-four (24) hours prior to construction applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. risers and grade rings. The sewer Contractor shall field-verify the elevation of the top of the manhole ?` i 1 OF 15 T-1 = TITLE SHEET O starting. 00 cone to assure that all ring elevations match final street grades. Manholes may have twelve (12) inches w o 12. The Contractor shall be responsible for locating and marking all existing service connections maximum of grade rings. ' � ""I� 2 OF 15 GRD-1 = GRADING PLAN & DETAILS 21. The Contractors shall remove all obstructions above and below ground required for the construction of per Standard Drawing SW3. t 3 OF 15 LGT = STREET SIGN LIGHT PLAN & the proposed improvements. This work includes clearing and grubbing, which includes clearing the ground 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete E®� ;° N 13. After installation of the water mains, the trenches shall be compacted to 95 percent of f 4 OF 15 ST-1 = STREET P surface of all trees, stumps, brush, undergrowth, hedges, heavy growth of trees and/or weeds, fences, collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The I maximum dense to prevent further settlement. P P PP P g 3 W. AMffY RD. _ It- structures, debris, rubbish, and other material not suitable for the foundation of pavements and other tY P paving Contractor shall contact the City of Meridian Public Works Department twenty-four (24) hours prior 5 OF 15 $T-2 STREET PLAN structures. All material not suitable for future use on site shall be disposed of off site at an approved to pouring concrete collars. I� location. 14. The Contractor shall field-verify all valve box lid elevations to assure the lid elevations 1 6 OF 15 ST-3 = STREET PROFILES match final street grade, & that all meter lid elevations match an extension of the sidewalk 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with 7 OF 15 SD-1 = STORM DRAIN PLAN 22. All costs of retesting for previously failed tests, if required, shall be back charged to the responsible grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign contractor by the owner. debris and to ensure that the locking lids are free of concrete from the collar pouring the vertical wall placed on the upstream side and rotated forty-five (45) degrees. Manholes less than 8 OF 15 S-1 = SEWER AND WATER PLAN & PROFILE operation. four (4) feet deep shall have concentric cones. 23. All costs incurred by the contractor for correcting deficient work shall be the responsibility of the VICINITY MAP W. BUROAK DR. contractor who performed the work. Failure to correct deficient work will be cause for issuance of a stop 15. Flanged or mechanical-joint valves shall be located in the street, and fire hydrants are to 20. The Contractor may air-test all the sewer lines after backfilling and settling of the trenches for his 9 OF 15 S--2 = SEWER AND WATER PLAN & PROFILE work order and possible termination. be centered between back of sidewalk and the right-of-way as shown on Standard Drawing W7. own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He 1 =2000 W. OAK SPRINGS DR. / S. REDWATER WAY 2 OF SECTION 25 shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all LOCATED IN THE N 1 All gate valves shall be set as close (flange connected) as possible to main line fittings. / � 24. When discrepancies occur between the plans and specifications, the contractor shall immediately nofity sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M. 1® OF 15 GIRR-1 = GRAVITY IRRIGATION PLAN & PROFILE m f1 ," utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule , PRIVATE DELIVERY DITCH the Engineer. Untimely notification shall nullify ant contractors claim for additional compensation. 16. Upon the completion of work, the Contractor shall submit a set of Record Drawings to the MERIDIAN ADA COUNTY IDAHO Engineer. with City of Meridian Public Works Department a minimum of twenty-four (24) hours prior to the retest. 11 OF 15 GIRR-2 = GRAVITY IRRIGATION PLAN & PROFILE � 3: ♦- ROADWAY 7 W 17. The Contractor may pressure-test all water lines before disinfection and flushing, for His 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the PRIVATE DELIVERY DITCH cc: W 1. All Contractors working within the public road right-of-way are required to secure a right-of-way own benefit prior to installation of other utilities to ensure the integrity of the installed line. Engineer. 12 OF 15 PIRR-1 = PRESSURE IRRIGATION PLAN . After all utilities are installed and prior to paving, the Contractor shall perform a final pressure Z construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 22. The Contractor shall be responsible for locating and marking all existing service connections in ch U) test and finder wire continuity test with Meridian Public Works Department personnel in P 9 9 9 13 OF 15 PIRR-2 = PRESSURE IRRIGATION PLAN � P Y attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the accordance with Standard Drawing SW3. 14 OF 15 PIRR-3 = PRESSURE IRRIGATION DETAILS & NOTES u7 W 2. ACHD or ITD will inspect all work within the public rights-of-wayto include utility trenches above the CV � pipe zone. test. Only water from the City of Meridian s water system shall be used to conduct the pressure test. 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC 15 OF 15 DT-1 = STREET AND STORM DRAIN DETAILS z t--' 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot Book MUST be on site at all times. A stop order can be issued if the book is not on site. D 0 improvements outside the public right-of-way. DE LOF"ER U 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the STREET PLAN LEGEND SEWER LEGEND HATER LEGEND W latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the 11+00 0AKW000 ESTATES, LLC I.S.P.W.C. will be allowed unless specific written approval is ranted prior to construction of an 81S Sewer Line & Station W Construct Water Line 'N A44 P.O. Box 518 ov p PP g P Y 0+00.00 Centerline Stationing i� ie ,DA- improvements. 11111111'8'S Sewer Manhole & Pipe Angle 1� Install Double Water Service ft �`"'� Meridian, Idaho 83680 PQ Concrete Vertical Curb, Gutter & 180° Contact: Lee Centers 04 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. Separated Sidewalk, per ACHD Supplement S.C. Service Connection R1Phone: (208) 888-1 852 to ISPWC SD-701 & SD-709 Install Single Water Service � T� 6. Ada Count Highway District will inspect and approve all storm drainage improvements. Meridian Public Email: 8881852@gmaii.com Y g Y P PP 9 P S.L. Service Length �� 9 Works will inspect storm drainage improvements serving private roads, parking lots and other paving Install Fire Hydrant improvements outside the public right-of-way. Concrete Rolled Curb, Gutter & S.I. Service Invert Separated Sidewalk, per ACHD Supplement - �8"S- � Exist. Sewer Line & Manhole Install Conc. Thrust Block SCALE NTS 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and to ISPWC SD-702 & SD-709 gutter, valley gutter or sidewalk improvements. -Storm Drain System with a Drop Inlet, -12w- - Existing Water Line , NGINEER DATE 03/25/2024 8. The street Contractor shall backfill all sidewalks at the completion of the paving. -12"SD and Manhole - - - ---' Existing Double Water Service PROJ. NO. 210511 ENGINEERING SOLUTIONS, LLP - - Boundary Line -0_ Existing Single Water Service MERIDIAN CITY PROJECT 1029 N. Rosario St., Ste. 100 SHEET 1 OF 15 - - Right-Of-Way Lane � -- Existing Fire Hydrant RECORD ID. NO. Meridian, Idaho 83642 Centerline LD-RSUB-XXXX-XXXX Kathleen M. Stroschein, P.E. Phone (208) 938-0980 _ Lot Line Email: Kathys0engsol.org Tl ~�- Direction of Surface Flow 210511-T1.DWG / °0 II.'. N . \. _._..*..'!_1..-.\I.......I.'.._.-:......':,.,....I.I:,..' .:.I..I I'*':...*I-..".I.I,I".II.-".-:..A...*".I-I,..-.,.I\._".._.."_.I.A.I...II,_....I...7-.'... *-I,_.A'c.I.I.,.:.I I1,I.Ie..i-1.;I:...*.I-I.'.,t--'1,*-..!.o\,_:�."_.-:-"'.-..1 .k..,_1.a:...�.:......-...:...-:..-...,...-..,7.x......,......7...",.....,...,:.:.-..:-.....*-.,.:.-.-....... \'.:..-'*�I....-,-,I..',"1:_...,:.I._:-..':..*-:..:\...:.A*-.17*1%_-.1..X,J 3.f.J:-.,,:.-.I I A'.- 1....-.,1I.�,"i%-I�\-v.,-".:I%_IfI,1 1'',,L.I.f.-._;--.::.,�2...1.-..-6��..I..L v".,,';I-L.:11,,1 =�5_-;��-7,:?.:.iI.11%,1..I..:,,,1""II''!i'"..-..I..-::..:::.:..�..::.:::.::.::!:.:-;,.::._.-- .:--\.-0'::.:..I..:::i*::j*I_-.-*-..::,..:,�I�II,,�:qj.I iII�:.:1:�I:*�I.��.IiII;"_f:I�II�.iI I 7J.i.,:,I..I.,1.11,:*:.:,,:�-:.:.1:,...:.._C...G..Z*!:-I"t._.:._".:..:_ 1 1.-.1I�"-,.�,..-...-.,,,_1-.1.,_1*T4-I- .:.-.:I.-e/:,%1--.,.".'I'-',.,-" .!-.-:-..*--\..�/..V .,.>,_,:--,:_--1_1:.,'.-.._-I I,.-._.1:I;,.."�*d::,�;..::-,.0' 1-.-".0."..I:.;"1_.:I.1 1,1,..;� .11--.,.,1:,'-.A-,_._' .., -__-_7 O p_.W,_\.\.*��11_,I�_.,.,\-_1-- I.\_-%,i",\�.I I�V_:.�:.:,_ ..:':'_...\,:=.::,,,,0..:*:... ."_.-.-.""_-._*..:,..%.. .,-_,.0,.�."�.::.- N",!I1',.-//`i:d. �%.I1.-77"N-.e",I.,,,.::�\e_..7,I:,,.--,II;I_,..�11 ..,>.,I.I"*:.1_,_,,.,;:.��.:..-1.: _.z,�.. \.-1? �,\%.,--. HORIZONTAL SCALE IN FEET ' �` = �' �- `\ oo I\ �, \�� oF� "-`,I. \12 LEGEND NOTE,-�_\" \ . YARD DRAINS AND/OR BACK YARD SWALES _ �G \ \ I:,I--X._,'Ill.? .:.-.2:1\::.'.:_ \.*..," .'.\ .-i.�`-- -- fy ,.-,(1-\ .*.\S-\.'%',,\",\. 712 e. -.,\.,-�A...' ,\.1� -N \:.:N,":,\:L.; ,.\-.1,I',.1'II\ �I I�;..,-\.":'_ ,,�.2k _,...\-\_\_7_.1. �.:\..... rc ".,,_.-I.'',- 11, .-.-111.4\,_:- ,"\*,,.-'.".A .) :,--",,1...,.4'.,.!:--. I. 11 \ -A 40 20 0 40 80 120 - 2708.7±a. . A. o - WILL BE CONSTRUCTED AS NEEDED AT TIME e � ,\' \ x 2700.0 FINISHED GRADE ELEVATION 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE �► �' 2708.7± . f • � Gy \.",1",�% 11 .,�,\� I;I II 811 \I _1.\-.,,_� 6<- .- lt \I!, ,_\1� \\ OF HOME CONSTRUCTION, EXACT LOCATION ti,=`�� L \ ,_ x 2700.0± EXISTING GROUND ELEVATION CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK INCLUDES CLEARING AND GRUBBING, '° ` '' �° WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES,STUMPS,BRUSH,UNDERGROWTH \ht o J� SCALE IN FEET TO BE DETERMINED BY THE HOME BUILDER. ,� �4, :4 ;� \ \ .. \ _ \ �;. --GB----- GRADE BR \\ .: '"' �` \� \� , `\ \ `° \' -TOP- TOP OF SLOPE HEDGES,HEAVY GRO H OF GRASS AND/OR WEEDS,FENCES,STRUCTURES,DEBRIS,RUBBISH,AND OTHER \ r \ .. -�°: MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES.ALL MATERIAL - g- -. R S ae° <: G ADING WALE \ _ , -�\ \, \. NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. \ ' 2709.2+ \\ �'' BILTMORE ESTATES o LK. :: \ .',._I-�/,...1:_.-.1,I-.."17.__-I " b ..... 2520 ORIGINAL GROUND CONTOUR r- 2 TRAC ALL S IP D S LET OIL FROM ALL NCHING OPERATIONS REUSE DO e-,\-4\,\A, �a t , T �`Q\ ' .... - � DRAINAGE FLOW ARROW 4 `'' \ I \'' � . CON TOR SH TR AN TOCKPI OPS THE FOR SUBD. N0. 4 q. s \,,_1-i_I'll`�C,1_1 I",-,�-I,�.),-''4...;�-*.1 .` \ .. >" NOT MIX TOPSOIL WITH SUBGRADE SOILS.TOPSOIL SHALL BE REUSED AND COMPACTED TO ORIGINAL \ X ,y 2710.0± .�, : : , "\ j' .�----2520�� FINISHED GROUND CONTOUR CONDITIONS. \` \\ '/?J.' _ ... .�� A BLK S.. \\ �® : \ - ®- ZT13 2�13 �127 123-"• 11- 27117+ �p7 •.... \ iZ .¢ ° ` o � :. ;%� 3. IN AREAS THAT REQUIRE FILL THAT ARE OUTSIDE OF RIGHT-OF-WAY,CONTRACTOR SHALL STRIP STING \,\ \\::'•: 2 2� 2j1 5,1 :''- Z =•. - -- ', `� f! `°a�` f GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95 °�STANDARD PROCTOR IN 1-FOOT MAXI LIFTS. F �ur`1. ! A ' _, 2 BLK 5 � �- v � 2708 3± ;„_ _ {11 COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO TOR :' N :o � � ; 2708.5i �� `� \ � � � � \ PERFORM SUCH INSPECTIONS.COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING 27>2.4t NG\ v'� s * p- o"`� " \ _, ,4 -_y DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE " 11 10 g 8 7 �A0 � _ .. \ N .0 2 �-'' O \ \ \\ PERFORMED. roe \ '� J,f 6' �ro\ p �� -: � - - n_ BILTMORE ESTATES \ o / ; - 4. ORIGINAL GROUND CONTOURS DO NOT REFLECT EXISTING GROUND ON MARCH 19,2024. 2712.5E e_ 21 � \, \1Wdk\ d _ - 4 :._1\,-k1: & - N\ SUBD. N0. 2 \ 270 1 \-i�1"1 t-:1 "v\.Io,A._.;:.i.,r_,. -....,-.ft -I 22_�r:.,.. o":� 2712 7 ^ ®2708.6± \� `v • N tra °° 8 8 ` o,! \\soe ITGe N1 �;/ ,h " '\ .v' \ s \ A KEYNOTES 0�z0wEw�90*4-gG*1 00 2712.4t 8.6 �. �,4:',. 17o0�4c<*0;r1- :A\\ �.:,; I0 �tF `� \ o\ �'. ' _ 2 v=�� ' `�` G1 SEE GRADING DETAIL G1 FOR REAR LOT SWALE GRADING. o ,.. f \ \ GC, O (� N ,: .. ;'' •. 2709 7 - ` %, • "� o ; q T\ CONTRACTOR SHALL GRADE AREA ON THE EAST SIDE OF SUNDELL LATERAL ADJACENT TO = � t \ o SUNDELL LATERAL ,� : :° / - -` ,\ �� z N1 THE WEST BOUNDARY OF PHASE 5 AS SHOWN.CONTRACTOR SHALL RETAIN AND PROTECT 2713A N 3 �10• \ � -� � EASEMENT g 2711. 2 : ,.-, a ,Wit, g�,.\ ..a�, `' ,'°= EXISTING DITCH AND IRRIGATION FACILITIES EXCEPT AS OTHERWISE SHOWN. ,\ :\'- 3 2711 -- -• .• .. __ _ _n 8.9 g� 3 _ - n,�,mm _ �,� �, �.� 27126� - _ n z -1 �, " �n,. . zL=8=(aLE5j-_3-m�=C,<§==�-'5lDr__-,--.o,-l!:)a'- c.� � - 1 0 R(0(0z0(040�44zZZLZAl L-1n;).1A)1Ift4 O. D<0I1caIfS1N��-w_�CzI27 II 9(c<�c0Zau0:<c.a-c-�= A n .�� v o '\\\ �r � '`, 0,g�=wC�=0L>L=cu>CL.==a 2nc y .�'�`'_�, ` o WILLIAMS PIPELINE NOTES s W \\ �t, 2� ?, W.BUROAK DR. ''- \ - \ \nt r2 - 7pg.4 2710.7-+ \ 4•. \. W o . �\ 2713.3 d - - 2 :. \ s a \ � mcn `, `\ °ti. 1. ANY CONSTRUCTION ACTIVITY IN THE WILLIAMS PIPELINE RIGHT OF WAY IS REQUIRED J 27a�9� j� 1�� - 17 a £O \ '" 23 TO BE MONITORED BY A WILLIAMS PIPELINE REPRESENTATIVE AT ALL TIMES. �' �- w 2 '1. '2710.1±� e 1\ �\ � ¢ f \ - ► 9 a 1 �° . `. 4`��, , �' 4 �° 2. CONTRACTOR SHALL CALL 811 PER IDAHO STATE LAW. W w ,,. _, 709 \ • 70,. 2 _m uT� d . .••._ -2713.5 ►� _ . :: 1 ,a• m ti ` W o �_ .•.. _ 1� _ BLK8 9 ��, . ;�,?, - •2 9 4 \ \ z 2 �° 710 '�° .. - - 2711 A �. . . �: _.; N:v�v -;,; �- W &.TGe . : A ::",: d ,� I 2711.8 :� I a `.��= v'y \ 3. WILLIAMS PIPELINE CONTACT INFORMATION: m 27132t : ., ::.: T;,,,. 12A 12 a / c`, �. .:�\ �, ,. \` �• W�,, z 2� �: \ BRENDA MARSHALL = O s 2 \ c5 - � 2712 0 �. (V 2714.7 2 - ,, y \ a" PIPELINE TECHNICIAN SR. M ® N W S \ - - O O .�:. \ 0. \r CELL:208 870 0149 _ - k F .c - a - ^.f - [C 2715.6 ^pp £r9 t• .4. r ,. � � 0 �- ExToe" 8 27 ti709.7± _.:� a J- :,. •... A 0 :: :2�1 tg 3 / BOISE DISTRICT OFFICE O 271454 e ? :1 `�� O \ \ o •• � r \ 0- -I * x - ; 2712.3 c4 \ \,q `\ A \, 1301 S.LOCUST GROVE RD. ® W iE W ` � �= 16 2712.3 �' -r \ �°` BM#81 ` MERIDIAN IDAHO 83 2 _ W ~ a `\ \ ¢ x r o `, OFFICE:20$ 884-4300 O t P y ° � � J 6]D O s \ B 11 N �f 14s � �. = -: - 13 : .... \\ \ fi m R\ \ o o 2712 2 rGe _ 12 r '. 1 \ e\ \/ \ ti ,., o • ::. g rb. ��_� m. % 2 \ . F, ; ;:; ` = c3 S q _. 2 . BLK 8 t UNPLATTED :. 0 2 2710.0_ BILTMORE ESTATES 0 0 - .• . ` 27 = 1 :' t! 1 1 5 10.5 ° \ cS' a _l-/-!_-X_"�17,_,\",- A:I>--— --/'1;0/.., 7 -m �.��.�-� SU NO 2 " � a 1 2� . . ,�" °\\ F 4NAt CCC i o N1 2 9 _� �� :::: .. _ ;A m ,•: 11 x � � \ £r.Tog -�•. :.. � 2 � � ��. . .m=_� ,. o. r- \ �. : ..... �� ,� N$�, ... 2714.4E va: : 4 e •• ' < 5 •T101 + `` to \`. 2 0 •• !: ti * -� '+ `. T . • 2 0• ,, ®, .�., : • i • .,.,...,.- .:.n -....., ,n..,. .,_ x ra.. 2� �'�,. ... .. 4G"1ti z - �i` \ \\w, t-C -, '' 0� 1 i ,_#__,r „m m T. _ .. .T'• , 2T $ 10. _ O 9�- > 4 !F , i 4 - 1 ' 1 ._ 7f �` 27 .._. ;•.. 2 � 2711.9 .i ', : _ 2 � , n .r. 1 :: • \ m G a. z ° .. a . ,. • , . - 2-I� 105, "• ,, , • .• c -s° M1 .. s t � .• �\ �...`.. . -I m_. . : .:• ," . r 4 .. r.. .. \ y. o- . :::: G1 k ,/. ` =1 :::• ; �11 -T EX.TGB m J __ a `. v 2714.7t t ,, _ 2711.4= v� - t �. _.. :.• _ r Si t s s \ ,;v S ", 11 _ \ e, " �': 8 1 G 1 _ 2713.4± t �N, w� �, \ . : : o - 2 Z 1 r t- '�l''t 6 q\ + •.• • N :i s x G 1 --••---- -_ a - �� \ 14 d �, 7 ', _� 4 = 1:, . �. op /y 4 Z.h�...... ;� o G1 ® I'" �;� �` \ w c) ExTOB - ;R 0 9 tiI--- 27144f ti �`1 6 ?1 2 °2�112 G � T , t�,,a - CV t 2711 6 �, - -GB- BLK 8 ' \"'�\ � 5 V ao® t 41 w_.. :'tHD D 1 Cr 't w L rt�, X/ rJ 27 -� � ' - �, 14 ,. e ��., B . . 3 :. ZT11 q I �1� : m ` . 2�1 4 \BI�LTMORE ESTATES : T c �G 1.8 �''� �� Q 3\ , _ 2 ,t • Ld7 _ A�x� 's SUBD. N0. 3 V " o t :r GB 1. 1,•, 27143# _ 11� 27 9` � 'I . Zz9 :. _ 2� r0 8 2710 ? -?_ w '�- 4 �% pC 4 •• L \/ F r, �..^,,.... �„,�.,.z.. 5 -� - m:m,r w_, ,. _- _ G K....s_._r .,,m_ K, -.. _....r. _4,w.,n... - , . _ t 5 ! - �. . . .t :: � s 27 ,` w 2T B O . " s - � q6 t �az o TM..,,a '6 G" 4 1 EX TGe :: . . -4. A .. _;7 •_ 7 \ ` O c� 2 OC W ® 27 rr I �1 _ 2714.5� 13 z ...:� M X �a a`i .. r .: u ,, .. •. h . # t , 4 •• ,.. t .. .6 � ::9•:. . ., d . . _ 9 ", -.�,f �. . 1 : : . f2 5 5' x __r a. r . - 13• , �•� ... ,• � . 6 t - ,P' _ a.x,.m 4. �. c 2-114. - . m d ' a. R. d m e c A �,- r: -!:,mft,'? ,-.IF N.C_.,i\.'�-s,.I,, I I1 X\_,A_'__,�-J1._1�*2 :, �7 ::: K SP .. a ne 271441 J „ g ... - a ss �'_- - - �m r, 10. , �o$ -:: 27 �� RINGS Gq ro_s.� 2 Z .' i0. G . 2 _ w. 2 m�� _ Fl 9 1. R 2 1 n;. ��3 �. . r- - :- 2 ' 1 • 71 .. ,T r ��t s L � = F • g �i 1 _ _ 2, 1 � � . �5p ,�'� a o 27122 rA 2714, _ '\, k � au EX Tog t :• =:: _ Z� : �` © I 9 '� ` :: ;. t m 2714.8i , = '� _ ...... ", 1 I r a . a' t ! ,tea. . .. 3 . sh� a t a I,', tt 1 3 a Kh- 1 e . _ _ - `� C, 6 27 3 0 4 _ �p - .,Z, .. j. I m �J. • �.. ` I. . ' -,^� e v . t : :: , :, ie �1� �� ® f S� y ; '` is ® m SUNDELL LATERAL ° t= N� c'� d._ ; 2713� 2�1q 2 � °'�; `• > z O c� x - cJ) m EASEMENT =: , "� 12 , I '�� .�` �' '' oC 2794.5E ' o" .z-�15 9 �� z Z o . 8 ,�,�h C' 'i� ch m 3 I \: ,"I-�\4,-M1\\%\\-\.*\-\.-\N\.,11._F\_x.-..\\\A 1\N,1 I\f x\.\\' I\',I-"X\\\ ."I,11.1..'..":..\_-*..*..--1.\1.1.1..\I_\.*..\%\\.:&,c�LC_�<m=_lL*uIIII.__",\)�j.1.\I'0-s..\.--8 2.i*.N\_--7.tI'..-'*..... 1_"\-2.1-_E.,.,*'..xV-'Z-%.........I.:./1e..\I-.G..\.\*.-..t y.-.\\'_..-\..�c'..\ I....'.\c.�..,.._S.-._.A.-..\�.,2,.I**.."...l 7\\*'-.-\.I 1.1*.\\.,*_.--.._..**.-..*......L_'\I'-.-.._.L�-,.i.-.z\J,t-�j.."\;tI--2*:..'-..,,A,,.-z:g�.*-7-&o'.3-..`.-A-,.--:I.-.\.\rII�*-.),f_....\'*:_,.4 ...-I--,..�,-,�-.I__.*.,.A.-,.-10.-:,..:'�",_.--:,'1-.i-.-:�o I.-t-\�'.,"*k-.!-.1.'.�I..-.-'..\.-�-*-.*-1'.1I1-�..,...*�.',,-.,-,�.\-.*..,._--,..k\.7_..-,_.'......-:..-,* ,.'\-.*-\,\-,.I-\-*.\.'...-.-'�...1.\*',-.b..k-*-.-.'.-,*,.*E\.1'.--,-.A,..,*.-,.x,..,,1--I.V'".-.> ''-1.k-..l..*.1"-..71\1...I-'*,..-".,.\..0 IIA -*-1-.�1'-.--,1'�i-..I-.�..A._�,.\ ..,VI--'Y,_'-\'...1.,k.,-�.\".-\,."._-_r�*....-.�*.'k, I 1.k 4,---1....-k�\,.".*--iI\L...,,_...-r--..I'\*-.__-....=-.-"_.1.I),I-i*I-\..--'*r,';;1..k1_.1.".,I-,*.i..IL1-%�-,I1-,"7.I".I-1�.,.' ....%.-0...*..1-.\,*1 II.I.-.*:",..\...\.I:.*1.:I...B ..�-..:k.'-..-1.-.1....0-.\A....*.I..'E_**II...I I,',-.,.-.,.*._,,-\"_I I..-IX'7..1'-s,,�'�._...I-".v,*..,..-`..,_-.,.\..11,�A--k C,-..-._;-,,.*r.;.,1'*,_I1�.-I..,-..-.-_-..'_.�,.'.�11_.,'..-.-__..-.�.`.�\.`...-_i..�._..11;..41�--.5-'...,�..I.-_._I I.I,.--_1-_.-.1*.t.:..'z,t.k.-,._ cn `4.\ \ 2711.4 : . 2711.4 r� 1 " , .- , 1 rGe •1' �, .. BLK 11 7 N ,h , 10' 2714.5E ti -: 0� a E 1 t'G t`t, N \\ \\ 2712.5 S 2711.1 SWL r . EX rGe :.� ��p 5 2711.1 SWL 2, _ - , ? 2711.1 SWL 5 N AT 27149a� 2� 2713.5 SWL �13 72 �2. ,*" ' O M CH EX TIN IS G c 2 0 r, -7 �� __ 2• 2711.0 S t � �: . TOP EV ,ELA - - - - TOP 2 -1, - a E VARIES •.' -... TOP '2Z1 2716 44 U r. 2 LOP .. '� ... •R �' , 4 S •-. . - 2711.0 SVi� ;.1_..*,_'-i.k1,-..:..1,-�.-..l,.,"v,N.I._....d.-*,.IVC-...*-(_..*.,.""�.�.-?".--.-i., -.!.1.I":/.: ....-1. ."I'....,o.:._".:.,_.-,,-g:.",'...-.,..."1..._. .-.,..,.,.;._.._..1.---.. 1_-'.:._..,.i,;1..1,-,..7,.I_.a 1p,-..\..I...*'..._-_._. ..'_.r.:.._...I".:C.',Itt -I1 1iI.i,I,,-:I.:'I.::I I W e `� '•:' '=:: jF' 2712.00 4 2711.80 2711.60 ` 7' �.:,.-:'--:,*..\I)I ...---__..-.i_...._-.....'_I:..,N...I 1._.I11.",* ..,1_*.-jI f-c.:.�I.>.t:xp�,..-.N-...I....M.-1..k 1.?-"_a-.--1:R:1r.-,"A'-I.-_.I.,,....4.,.;..., ExTGB -.. . .:• �I . 13.00 '-. 2Il l ;� �u7pp, 27A2.A 7 2+= t".t 27 2714.7E t �• •.'•. >a. '- y 271 78 �- 2711.4 SWL . 1. 2 I k _.:_. .. 1 _ 2 \ 2711.95 . _ ., .\ 1 f2. R •_.. '11 2713.15 27 2.15., .. 2716.0 SWL \ 2 24 GAS-�- .-.-•._ . �- 2712.0 SWL BLK 1 - \ . � 24 GAS -� T13 2711.0\ : SEE PLAN VIIEW FOR ELEVATIONS '.•. :' -�� ter, 2 .0 Y = 271 w .; r ` + r,. . - \ �. \2 r : .-; �, 2 716.8_ \ WILLIAMS PIPELINE EASEMENT 2711.85 � �_ , _. 2711.95 \ 21� m.� 27i 3A SWL �� 2714.3 S NIOP SWL. 2716.8 G 1 GRADING DETAIL GI "GAS �'--� ::" \ \ Top: z + m4 1 o 27 22 10 -- -� �� : 22" AS 2-�1Q o ,rsg ,r6 6_ .� 16 j 2712.00� - � _. =2716 + F b� ... - 12 . - .__ '� X _----- .. _.i : � 2714.5E • . . . . - -•- + �, TOP _s. ° • 7165 \ .•; . `.. 1�2 1�� 7r2 ,t27 ,��e z7rr �1- \ �-..... 2� ®_® __ _-_ �_-_ _ --®_ ___ ., .& - SCALE 1 =40 - - - --- - - -- - - -- - - -- - --- - - - -- - - .,�„1 7 2,1 EX.TGB __._._.- ray -_ .... _ _ _ _® - � - Eo® � - -- - 27148f \ �_ -_ ( __ \ �' - _-- ®_ • -- --__-__- �. DATE 03/25/2024 \ :I �\ ,;' S S S� \ � ��'o�"-® 1i\ k ��1r p; I •f f "A ®�1�° \- � I v 2712.15 v v ,I, 5 - - PROJ. NO. 210511 UNPLATTED \ \\ i 3 \ \ \ � 1% SHEET 2 OF 15 27145E g�...•.. A;::_'::'..: I I v�q � v `�� GRAYCLIFF ESTATES - '`� ��GRAYCLIFF ESTATES \:'::. � � I v v \ v\s 50 v v �y UB 0. "� &°` SUBD. N0. 1 �' " � �,?* \ S D. N 2 ,; I,, i � \ 19,9 \ \ , `1 2714.7E 6 4 I \ S 1:/, ... I_I \ \ v � ' � �..'... I i v ��; 1,e� v �� Z, �� ,_ i 210511-GRD.DWG II. STREET LIGHT LEGEND HORIZONTAL SCALE IN FEET 6 1 .` 0-0 PROPOSED TYPE I STREET LIGHT 50 25 0 50 100 150 I I � BL \ 25 �. �\ �, PROPOSED TYPE II STREET LIGHT J SCALE IN FEET \ � �C24 � 12 \ #12345C MERIDIAN CITY LIGHT POLE N0. I 23 BLL7 LV 21 22 0— / EXISTING TYPE I STREET LIGHT BILTMORE ESTATES \ G� SUBD. N0. 4 -` EXISTING TYPE II STREET LIGHT I I / x`SL << I I I = #12345C EXISTING MERIDIAN CITY LIGHT POLE No. APPROVED LED FIXTURE LIST FOR STREET LIGHTING 4now , J J n NOMINAL STANDARD ` ..l APPROXIMATE PEDESTRIAN ' � MANUFACTURER MODEL NUMBER MOUNTING MAST ARM BLK 5 °r' STREET WIDTH LEVEL WATTS HEIGHT LENGTH 5 1 19 1 , =• \ °� . , \ ® \ AMERICAN ELECTRIC ATBM E MVOLT R3 BK P7 115 Z BLK 5 6 N1 a '4 LOW EATON/STREE ORKS USSL-A02-D-U-T3-MA-BK-10MSP-4N7-TH 87 O o \ 10 9 8 7 ��` 1 PHILLIPS RFM-108W48LED4K-T-R2M-UNIT-DMG-RCD7-PH9-BK 106 �_ N LANE ARTERIAL) AMERICAN 35 15 ` 100'(7 � AL � � N • Ir � \ Eu y \ ELECTRIC ATBM H MVOLT R3 BK P7 164 -C BILTMORE ESTATES MEDIUM EATON/STREETWORKS USSL-G-A02-D-U-T3-MA-BK-1 OMSP-4N7-TH 143 SUBD. NO. 2 PHILLIPS RFM-160W48LED4K-T-R2M UNKI DMG-RCD7-PH9-BK 161 J � \ •=� ' ��ot*�� AMERICAN ELECTRIC ATBM D MVOLT R3 BK P7 95 ® W \ \ •-= .� i °= LOW EATON/STREETWORKS USSL-A02-D-U-T2-MA-BK-4N7-TH 87 o _ 18 CL - •- - #12345C '' 71 (5 LANE ARTERIAL) _ _ PHILLIPS RFM 10$W48LED4K T R2M UNIV DMG RCD7-PH9 BK 106CD \ -" _ _ _ ---.-:....:-...;;•_::: _.*"�,- . .:--- - � :� \ AMERICAN LT R3 7 35 12CO 62 _ Fr MERIC N ELECTRIC ATBM F 0 BK P 133 mcn o ="p' MEDIUM EATON/STREE ORKS USSL-G-A02-E-D-U-T2-MA-BK-4N7-TH 143 J o \ \ \ #12345C 17 s \ t z`. PHILLIPS RFM-160W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 161 W \ W.BUROAK DR. cq W C°3 \ \ \ \ Gc t\23 AMERICAN ELECTRIC ATBM D MVOLT R3 BK P7 95 LOW EATON/ TREE RK USSL-A02-D-U-T3-MA-BZ-4N7 870 LAJ CD 16 PHILLIPS RFM-72W 32LED 4K-T-R3M 73 L0 �' - :._._---..-._�._.:-•.-e . : -- - •••: r �,. � � 50'(LARGE COLLECTOR W \\ #12345C : .�._ .- • . . . . �,A.. k 1 �� 30, 8' •g. i- - m .._ . - _ . ` OR 3 LANE ARTERIAL) 0 W CO AMERICAN ELECTRIC R CV _ ' ; d• . �� - A ER CAN ATBM E MVOLT 3 BK P7 115 � � 0 MEDIUM EATON/STREE ORKS USSL-A02-G-D-U-T3-BK-4N7 143co zLu V \� S10 - - - - - - > o 0 \ B2 15 PHILLIPS RFM 108W48LED4K T R3M 106 (J � _ \ ` `�- �o� f �`F' EATON/STREE ORKS USSL-AO1-D-U-T3-SA-BZ-4N7* 57 Q ' ' oco 14 \ \. /,% LOW LEOTEK GCJ1-20H- NW-2R-DB-700-PCR7*RFS-54W 16LED 46 0 Ll.l w . r a ._. , � 44 OR LESS LOCAL _ * NA at 25 MH f— w = 16 •: 13 f . (LOCAL) PHILLIPS 4K-T-R3M-UNIV-DMG-RCD7-PH8XL BR 54 25 or 30' W BLK 11 12 `: '` .f~ 25 AND 30°MH 8'at 30°MH ,3 ( ) Q BLK 8 \ ' . �� - - EATON/STREE ORKS USSL-A02-D-U-T3-SA-BZ-4N7* 87 (� a MEDIUM PHILLIPS RFS-108W32LED4k-T-R3M-UNIT--DMG-RCD7-PH8XL-BR* 108 Lu m Lu .00p � � Lu .A 1 E �, Lu DOWNTOWN HISTORIC _ _ _ _ _ O o o 1 _ BL 8 2 y\ MEDIUM HOLOPANE ARUE 70 4K-AS G3 B S D 70 12 NA POLES LL = CD CD LLD BILTMORE ESTATES \ \ 4 \ \ .4 * NOTE: C) m 1 \ SUBD. NO. t `. T W UNPLATTED _ -�E-- o WITH USSL FIXTURES USE PREFIXES MA AND BK INSTEAD OF SA AND MA FOR BLACK TYPE 1 POLES \� �` � t 15 #12345C • '" ` � WITH RFS FIXTURES USE BK INSTEAD OF BR WHEN USING BLACK TYPE 1 POLES 10 � 3 4 WITH LEOTEK FIXTURES USE BK INSTEAD OF DB WHEN USING BLACK TYPE 1 POLES 14At \' w SUNDELL LATERAL EASEMENT ' N C►1y \ 1 \ q -f \ _ - _ � STREET HT NOT �� . LIGHT ES _:. J \_ \ REST 1 CITY OF MERIDIAN TYPE II STREET LIGHT. .m _ ,e 1 f 1 \\ - 1 11 25°FOOT HEIGHT FOR LOW PEDESTRIAN LEVEL. MANUFACTURE AND TYPE MUST BE FROM THE 14 MOW OF 10 9 APPROVED MERIDIAN LED RE LIST. ! ,� 2. AL TCONSTRUCTION\ \ ® \ L S REET LIGHT SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL 6 \ - �- \ \\ BLK 8 - BILTMORE ESTATES ELECTRIC CODE. 0) 5 o ' - S10 \ o 0 \ 3 � LL SUBD. NO. 3 _, 3. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK.USE THE COw M .a: \ : .:.�• _•_ _ AT h p // itize p rtal.mendianc ty o g/ �zenAcce s/TO OPEN A PERMIT AND _J 4, ONLINE CITIZEN PORTAL tt s: c`° n o ° ° I r C'• s ,. 5 V \ 13 REQUEST INSPECTIONS. OD \ - N CD 1 KKL-22�� f 4. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING,BEDDING, \ t — w 09 BACKFILL AND FOR THE POLE AND ASSOCIATED WIRING. oc = L- #12345C = r F— ¢ o Cl) o W OD \ \\ #12345C •-` 5. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES,5'MIN.FROM FIRE HYDRANTS AND 2' O W® MIN.FROM WATER METERS. Q CD DR. 19 \\ N1 6. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS.ATTACH A REDLINED AS BUILT 0 w CD DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD o _ � � N 12 =- COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. cli 7. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR QUESTIONS 13- -• •. 11 10 9 8 - = REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. \ \\, BLK 11 �6 ak 7 8. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. � \ 20 rI1 6 9• VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. SUNDELL LATERAL s', \ EASEMENT \ - 5 2 BLK \ \\\\ 4 3 \ \ 10. THERE IS A 10'STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. Z ? — � `fi y ' .� 11. ALL STREETLIGHTS AND STREETLIGHT AMENITIES (CONDUIT,METERS,JUNCTION BOXES,ETC.)SHALL BE LOCATED WITHIN THE RIGHT OF WAY/STREETLIGHT EASEMENT. a. �\ B2 ,.- , 77 24 GAS— 4--\ - — 240 GAS- \ t r »x .��` •_ '� "-WILLIAMS PIPELINE EASEMENT ".��.a� = ..- \\ - �: �a. � -�----- �� \ \ \ 10 LANDSCAPING NOTE_ J 22°GAs --- \ -- 22®GAS \ t A 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED AFTER CONSTRUCTION ON00 cz B2 v - _� M \ \ \ = THE LOTS.TREES MAY BE MOVED TO ACCOMMODATE DRIVEWAYS,UTILITIES AND LIGHT POLE LOCATIONS Z L cm GRAYCLIFF ESTATES :� — — GRAYCLIFF ESTATESt� _ z f'�\ \ \ .h.,.4, \��\,.� SUBD. N0. 2 FA�6� ,�=� S�.�- �--.� O C� \ v A �' -,- �P� SUBD. NO 1 . _ W W STREET SIGN KEYNOTE LIST SIGN INSTALLATION IN ACHD RIGHT-OF-WAY NOTES STRIPING KEYNOTE LIST STRIPING NOTES LLJ ITEM DESCRIPTION 1. ALL INSTALLED SIGNS SHALL MEET ALL REQUIREMENTS PER THE CURRENT MANUAL OF UNIFORM TRAFFIC ITEM DESCRIPTION 1. STRIPING SHALL COMPLY WITH THE LATEST EDITIONS OF SECTION 1104 OF THE I.S.P.W.C. 1= CONTROL DEVICES AND THE LATEST ADA COUNTY HIGHWAY DISTRICT ILLUMINATION TRAFFIC SIGNAL 24 WIDE STOP BAR (WHITE),PER LATEST EDITION OF AND TRAFFIC STD.TS-1112. 510 AND THE AND SUPPLEMENTAL PROVISIONS. INSTALL"STREET NAME"SIGN,COORDINATE LOCATION WITH ACHD. SYSTEMS,ELECTRICAL,TRAFFIC SIGN INSTALLATION AND PAVEMENT MARKINGS SUPPLEMENTAL 19 STRIPING DETAIL 19(TS-1112.03). PROVISIONS TO THE LATEST IDAHO STANDARDS FOR IDAHO STANDARDS FOR PUBLIC WORKS 2. FOR STRIPING AND PAVEMENT SYMBOLS SEE LATEST EDITION OF ACHD TRAFFIC S INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1132B AND INSTALL A SIGN CONSTRUCTION MANUAL(I.S.P.W.C.) DETAILS TS-1112,TS-1113 AND TS-1114. B1 STATING THAT"THIS ROAD WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE WITH ACHD STAFF. 2. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO-CHARGE RIGHT-OF-WAY 3. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING,EVEN IF NOT PERMIT. SHOWN ON PLANS. SCALE 1 11=50' INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO g2 ISPWC-1132A,PER MUTCD PROVISIONS SECTION 60.02.THE BARRICADE SHALL INCLUDE A KICK 3. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. DATE 03/25/2024 PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. 4. INSTALL ANY/ALL SIGNS PER ACHD STAFF,EVEN IF NOT SHOWN. PROD. NO. 210511 N1 RETAIN AND PROTECT EXISTING STOP SIGN WITH STREET NAME SIGNS. SHEET 3 OF 15 LGT 210511-LGT.DWG JI. HORIZONTAL SCALE IN FEET 40 20 0 40 80 120 23 \ ,. ` \ SCALE IN FEET _ 7 \ � 10+50.30± .. 0, BILTMORE ESTATES \.�- LL , SUBD. N0. 4 \\ \�_� � ` \ MATCHE�ST.� ��x I / \. BEGIN TRANS. IN 1 v y v AI ,... ..`. 2708.12. A v- x 2707 BEGIN TBRC: N6 10+65.33 1� ,°� -Wil K 5 2708.28 GRD BRK RT '�\ 6 �f S END TRANS. . N4 ��' BILTMORE ESTATES �1A� 11+35.33 `�� N1 ` �c \ \ - ' U) oD ` 27o8.s2 c6 c4 / \ � �\ ¢� SUBD. N0. 2 SUNDELL LATERAL ELK 5 _ 6 F- ` cm �\ \\\ .s (� N 6/ �' 10+50.30± \- \ 1 c 3 ` / N 2708.67 �. ` ` 2708.41±VC \ EASEMENT �� ='�`•• 10 9 � - - 4\ "t GRD BRK C2 X a N2 1 `` M \ . MATCH E)aST \ \ STRUCTURAL FILL NOTE: o� o C2 N6 \ \ e BEGIN TRANS. \ �j�._:: \ _ 12+3fi.03 k Ft\ \ I BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP,THE CONTRACTOR SHALL STRIP EXISTING GROUND J j ��, \ 't�� \ AND BACKFILL WITH STRUCTURAL FILL TO 95%STANDARD PROCTOR IN 1-FOOT MAXIMUM LIFTS.COMPACTION o = 14+76.28 :F: $_ o W a \ 15+46.28 =- �s \: �_ \ TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH -,n y" 10+55.30 \ \ 15+48.59 2712.13 2711.70 14+06.28 13+21.80 = �- = 27pg.23 = . ` • * \ INSPECTIONS.COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO N 2711.15 \ \ �\ 16+05.38 2712.17 15+25.38 2711.56 13+36.28 2710.35 C6 BEGIN TBRC °: \P . � / ISSUANCE OF BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. 0 16+58.55 2713.64 PVT 16+03.78 f \ \\ \\k _ o W A � 2711.94 PVC GRD BRK C6 2710.49 :.:� y,, :�s = 10+82.67 \ \ \''``..� �� \� E. m m ��\ :.:,\\�' 2715.39 2713.58 _ ' \• F _ 2708.36 10+65.33 1 \ \ \ °` ® o z END CURB 16+27.50 • .� �'` o \ �` . \ �- \ o: .' •• 0 10+67.01 2708.28 , o W 2714.47 PVC C6 ;. _ END TRANS.2708.28 L � �\ \ \ ®'° B2 --► O {i o r' 11+45.55 \. / '.y ` O W UNPLATTED ,Q ��= c2 W.BUROAK DR. = +_ 27os.s7 17 / �\ �° ` \ N A ==: _ �� w \ \ -\ - CO 20+7�.i6 + - � :._ r 11+47.51 GRD BRK . \ \, 1. .. \:--•. �+' o __- + ao C2 r .- - 2708.69 > m W \ C2 r - m FL=2711.57 '< v 23 =\ + r VG f, 3\ \ Q. \ Lu �\ C5 B1 4" E: 12+01.12 o 0 "l\ k e• a •. - - . i d. • f• V' .• 16 C5 `��' 21 8 1 P .t o - 13+ . / / \0 � � .o C6 " I 2709.71 •�' a d - w 711. 6 GB 15+25.38 PC 2 5 ® 15+48.59 20+40.16 PC _ 2710.35 13+09.98 • .._ - =:\ \ ,, ``� �r z w f- 2711.94 PVC _ FL-2711.29 = a _ 13+74 - b - - �• - 271217 2710 � - - `� - 4:\ C6 FL=2711.67 _ 2710.84 23 �.§ �./ j FL=2711.51 16+05.38 } '\ 15 W W o r B2 20+40.16 PC � cn , •' E 2713.64 PVT 20+30 - ..... 2711.93 20+14.15 2711.98 ® ® m o A. FL=2711•fib ' \ ';,, O CD 16+27.50 GRD BRK \ �� ' W `. LL 16+58.55 2714.47 PVC 20+30 20+00 t 14CD ui 20+14.15 � �� .. °°° BM#81 , ,� 1 ". 2715.39 1 2711.98 ' 1 13 =ia \ o m 2712.05 '2 END CONSTR. BLK 11 GRD BRK ( 20+0o B��(8 ' •/ �� C W 20+14.15 20+002712.11 \ _ 2712.05 2712.11 - HIGH POINT ••• ........ HIGH POINT 19+56.74 � \ 1 2711.92 BL 8 \ \ p 19+68.88 - GRD BRK t = = - 2711.97C2 N C6 BILTMORE ESTATES t a.,o 19+10.62 \ \ BILTMORE ESTATES \ - 19+56.74 "" �- 2711.92 v 2711.74 SUBD. N0. 2 -�. ` \ ® N \. .. SUBD. N0. 3 �, s = = a \ �y °t r•=."-• � = GRD BRK - � .'� �� ,` .`\ �. \ a�1 , 15 -A 1 _ 1t� a\ �� p �G � �- � �"' tip, ,4 'e 36` C6 Vie: S R \V - . / SUNDELL LATERAL ` 18+85.34 1 EASEMENT 50'RD " :I -= :\ 2711.63 ., o •� - ! ti', o O 18+99.17 6, ., ►� 0 \ �� _ \\ \�' `" \` \ O O CD P F- 0) P - : W i 1 = CD 14 11 1 p 9 �� "-' o \ __ - 3.17 18+2 .�� _ C0 OD ® CD Z p a: o SEE SHEET ST-2 SEE SHEET ST 2 _ V Q Q � © cl) O w a: w o N a) 0 0 0- KEYNOTE ITEM LIST STREET NOTES WILLIAMS PIPELINE NOTES ITEM DESCRIPTION 1. MINIMUM 2'ASPHALT CUT LINE.ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS,SD-301,SD-303 AND SD-806.CONSTRUCT ALL PAVEMENT 1. ANY CONSTRUCTION ACTIVITY IN THE WILLIAMS PIPELINE RIGHT OF WAY IS REQUIRED MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE FOLLOWING: TO BE MONITORED BY A WILLIAMS PIPELINE REPRESENTATIVE AT ALL TIMES. B1 INSTALL TYPE III BARRICADE PER ISPWC SD-1132. LOCAL RESIDENTIAL-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH 0-) MIX PG 58-28,21/2"OF ASPHALT,4"OF 3/4"CRUSHED AGGREGATE AND 14"OF 6" INSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO MINUS PITRUN• 2. CONTRACTOR SHALL CALL 811 PER IDAHO STATE LAW. B2 ISPWC SD-1132A,PER MUTCD PROVISIONS SECTION 60.02.THE BARRICADE SHALL COLLECTOR-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH 0") MIX PG 64-28,3"OF ASPHALT,4"OF 3/4"CRUSHED AGGREGATE AND 21"OF 6"MINUS INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. PITRUN. 3. WILLIAMS PIPELINE CONTACT INFORMATION: m BRENDA MARSHALL - C2 CONSTRUCT ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SO-702. C W UTILITY COMPANIES INCLUDING BUT NOT PIPELINE TECHNICIAN SR. �I1 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN.COORDINATE ALL WORK WITH U L TY CO PANI CL G C4 CONSTRUCT CURB TRANSITION,VERTICAL CURB TO ROLLED CURB.(5'MIN.TRANSITION) LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO.,CABLE ONE AND CENTURY LINK TELEPHONE. CELL:208-870-0149 C5 CONSTRUCT CURB TERMINUS PER ISPWC SD-707. BOISE DISTRICT OFFICE: Z 0.3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE CONTRACTOR SHALL DETERMINE 1301 S.LOCUST GROVE RD. ~ M C6 CONSTRUCT 5'SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES H UJ C7 CONSTRUCT 20 WIDE CONCRETE RAMP(6 THICK)ADJACENT TO EMERGENCY ACCESS RD. CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 MERIDIAN,IDAHO 83642 Li uj PRIOR TO ANY EXCAVATION. OFFICE:208-884-4300 N CONSTRUCT 10'WIDE ASPHALT PATHWAY. PATHWAY SECTION SHALL BE 2.5"OF ASPHALT Z �•- PA OVER 4`°OFt'MINUS GRAVEL OVER COMPACTED STABLE SUB-GRADE. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS.THE CROSS SLOPE OF ALL 0 Cn PV CONSTRUCT GRASS PAVERS AS SHOWN.SEE DETAIL ON SHEET DT-1. PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5%SLOPE.AS A REMINDER,SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%;THERE ARE NO � 0 "TOLERANCES"ALLOWED. W VG CONSTRUCT 4'VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708. 12 a) N1 SAWCUT EXISTING PAVEMENT AND/OR EXISTING CURB FOR CLEAN EDGE AS SHOWN. 5. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H (ROLLED CURB)OR ISPWC SD-712A(VERTICAL CURB)WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712.DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE(CONCRETE STAMP&ADHESIVE MATS NOT ALLOWED) N2 REMOVE EXISTING BARRICADE.COORDINATE DISPOSAL OR SALVAGE WITH THE DEVELOPER AND ACHD. AND SHALL BE COLORED TRAFFIC YELLOW PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. N3 RETAIN AND PROTECT EXISTING STOP SIGN. 6. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND N4 RETAIN AND PROTECT EXISTING WATER. BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR N5 RETAIN AND PROTECT EXISTING SEWER. ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. SCALE 1"=40' N6 TRANSITION NEW DETACHED SIDEWALK FROM EXISTING 6'DETACHED TO T DETACHED AS SHOWN. 7. SEE GRADING PLANS,SHEET GRD-1 FOR LOT GRADING AND ELEVATION INFORMATION. N7 RETAIN AND PROTECT EXISTING UTILITIES. DATE 03/25/2024 8. SEE STORM DRAIN PLAN,SHEET SD-1 FOR STORM DRAIN INFORMATION. F 77 N8 CONSTRUCT&SIDEWALK ADJACENT TO OR PARALLEL WITH EMERGENCY ACCESS RD.TO BE 6"THICK. PROD. NO. 210511 SHEET 4OF 15 ST� l 210511-ST.DWG SEE SHEET ST-1 C2 ® W.BUROAK DR. \\+-- �,.- 2708.67 17 ® \ \ 20+78.16 + -�+ -- �'-1 co 11+47.5i GRD BRK \, � a\ \ 6 HORIZONTAL SCALE IN FEET \. �,• S r�-- + - C T ..: - 2708.69 \0 « \ A C2 � -` � FL=2711.57 2 y \ � \, - 23 X-_ �-� VG ,,�\ \\ \ 40 20 0 40 30 120 C5 B1 r 12+01.12_j Q t. � A\\ 1 \\ C2 :. 2709,20 ® ��; r:�� \ k m e • ` A e � 16 � C5 a \ SCALE IN FEET \ :::: �, s •• •- S O� 14+49.38 PC 12+54.73 „� °, \ •15+25.38 PC 2711.56 GB C6 13+21.80 ,0 2709.71 20+40.16 PC 2710.35 15+48.59 2711.94 PVC vii _ 2711.78 FL=2711.29 13+74 13+09.98 ®� c _ \• �; C6 2712.17 FL=2711.67 2710.23 @. ?� j, � �\ C`• -"� �- - FL=2711.51 2710.84 � � ®� •�®:- - a:j/ � \-.� `--' \ �� - ,�'� L16+05.38 1 15B220+40.16 PC ;. 20+30 `� j \ _ 2713.64 PVT 2711.98 2711.93 20+14.15 _ o FL=2711.66 16+27.50 _ GRD BRK 2714.47 PVC 14 16+ +Q®58.55 2Q+30 20 \\ \I \ BM#}\8120+14.15 13 ° \ =\: 2715.39 2711.98 2712.05 12 41 . BLK 11 ' 20+OQ ••./�� BLK 8 •�ti END CONSTR. GRD BRK N. t 20+14.15 20+00 2712.11 \ \\\ \ \ 2712.11 . = 2712.05 = HIGH POINT HIGH POINT / 1 \ .•,\�\ \..\ \\ 74 19+56.74 2711.92 r`` 2 \� STRUCTURAL FILL NOTE: 0 z BL 8 \ I \ � ' � \ 19+68.88 L C2 -�- GRD BRK OVER 1 FOOT D = 2711.97 C2 cn - DEEP,THE CONTRACTOR SHALL STRIP EXISTING GROUND `. B �. . . $ � � IN BUILDABLE LOTS THAT REQUIRE FILL 0 C6 BIL e \ �� BILTi�ORE ESTATES; e _ .' _ Tf�ORE ESTATES AND BACKFILL WITH STRUCTURAL FILL TO 951®STANDARD PROCTOR IN 1-FOOT MAXIMUM LIFTS.COMPACTION m =-� - 19+56.74 19+10.62 .\ \ r SUBD. N0. 2 .\ z \ SUBD. NO. 3 TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH 2711.92 a 2711.74 \ \, \ \ a s 4�ti; \` " INSPECTIONS.COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO O N ,1 `, :\ \ o. 1 GRD BRK �+ 1� ,� \ =`, .... . ® o N 12"�'' = � � ��. ISSUANCE OF BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. i -a � 10 ELI .......... N� v .� ` / SUNDELL LATERAL 18+8534 S ; EASEME • \::° J °C �) . \, NT • ! : :` 5p R® 63 18+99.17CL y 2711.69 }� � •'! 8 � •� ._. ,+ �� ~-----' •�-� � _ � .i. �, `r';� � to W � E� _ _ e'_ � :f ._•ice � � _�-+'"'- r" � .y °� �, �\� , - P7- � C/ _ :: •=• = _ 7 CD f � �:::::: �-_.:1 - - `a __ •� ° # ' CV14 10 9 LL s OLLj W c\l CD 7 W o 1= = ,� 2711.38 - �_ 0 16+50 :$ \ \ UNPLATTED `� _: _ �¢ 10+52.13 \ o W 1 = 2710.58 t \ \ WCD _� 17+89.72 LOW POINT I \ 2714.69 ;` � � �. N � � o - _ 2711.25 16+30 6 6:� \ en GRD BRK 00 2710.67 15+60.96 \ `� o o = 18+ GRD BRK 17+09.68 BLK 8 PHASE LINE Q oc � f - 2711.00 \ \ a o -_ _ 2710.83 \ y 7�892 =15+94.37.: 14 5 17+89.72 1 GRD BRK ;i +93.69 \ oa 3 �, 4ti \ Z � o � _ 2710.84 v' 2711.25 C6 2711.32 \ < z � GRD BRK -� 14+26.41 2711.63 14+20.62 2711CD �• 1 a .66 17+67.76 \ _ :4:- 4: GRD BRK 1 10+64 / ---- o _ _ W W 2711.14 m 13+57.54 _�1 2714.75 N2 10+49± `'' 2712.36 11+00- GRD BRK N6 / BMM#82 2714.65± -� _ 11+50 2714.91 >- ' •. 1� •1- END TRANS. T - T, 0 1 .7 12+75.41 11+74.95 MATCH EXIST u C7 r+ 27 2 6 HIGH POINT 1`� a�� o 2714 64 4 BEGIN TRANS. .: C2 ``�-� 2714 37 � . = ?7>? . �► •:_�:- 2713.26 GRD BRK '- C6 S oo � co Lu `; 0 = :�'• co CD 01 17+29.81 44 OAK S = ; N5 • - �_ 2710.94 :. PR/n/�S E �- •e.--•, o� N1 N3 - :R1 _ 17+09.68 16+73 1 A15+94.37 -I f + Q, N4 10+49±16+3006 _� '��F 2710.83 2710.68 2710.84 - c -o C2 r _ • 14+71.56 ---- o o _ �- 2714.fi6_ 4 ��G SFO 2710.67 + �!i EN / Y - GRD BRK 15+54.68 `'�-}-°c �6 O 0 a 16+50 2711.42 t cv + CZ 0 2711.03 MATCH EXIST-" 12 a • ,} 'c•`.Ir �� 14+20.62 -.-_ o `" �P i`. BEGIN TRANS. ti � -� :� 2710.58 '� 2711.66 �' ��` LOW POINT .. • - 3 11° GRD BRK t � 94 _ � • . :. N6 NZ � 10+52.13 13+90. `�' - 2 �•: 27�11.99 .: ,' .:-�a •:. i-.. a 11+00 LIP 2714.70 � O 9 13+20 94 27 91 GRD BRK 11 � � � � y q o :EMERGENCY °: -� 12° 8 2712.76 • C6 HIGH POINT ��`� �,1',, PHASE LINE �F/}/ 12+53.02 AccEss RD. BLK 11 11+18.85 '� 2714.81 : 2713.51v U 11+50 10+64 ' . �o y a- 7 _ O � _ 5SW i5 - � Y, _ o a �! 11+85.56 2714.64 2714.75 20 GRD BRK h GRD BRK �•,` ,' 0: PAVER 6 2714.25 1� END TRANS. T O O SUNDELL LATERAL `� :-�_- --�\ �,,�. � N8 C6 �` �� --SECTION EASEMENT �`6\ \ t . 2 ' BK�1 BILTMORE ESTATES ' o Cb 0 4 � : 1.1 ~`{ SUBD. NO._ OD e_s\\� saF TOP TOP M cov - - - - --\- :-�_-_ - - -- - - -- - - --- - - -- - - - - - - -- - TOP ~ CD " � WILLIAMS PA ::_ 271 TOP ;� tom, o PIPELINE MARKER . \ �- - `ti -. :-- - :".- -:� _ � _ �-`'+ � --- O 4 �� 24 GAS _ _ PA �. ,\--- O --� 24 GAS 0 - i aCD OD i '� •., _ , WILL S \ �� ' � � Q •.•\\ PIPELINE I WILLIAMS ` ? � \ NE KER WILLIAMS PIPELINE EASEMENT' W A7�� ` 10P -_� '; O cr PV PIPELINE MARKER 1 Q '� s % , O W OD 22"GAS \ \- � 22"GAS \ j. WILLIAMS j \ •. -_ --® Etaf ' dP PAVER \ :TOP - - _-- --__- __�. - _- _ __ '� ..'•° '� ldoopam' O PIPELINE MARKER \ ''- : :. _ ___®__®____-_ • --- --------- ___-_--__-___-- __- _- _ I SECTION 6 � _ -°��- - �, AN, .• \ ...................................... -:z •. ^ B2 _� �y - IL •.-• - _.i - ,` __ FL ®_ ---_--------®- ma-,;---e ®___- ® -- sue.- . - ESS UNPLATTED \= I GRAYCLIFF ESTATES\\\ \I SUBD. N0. 2 G'RA YCLIFF ESTATES \ SUBD. N0. 1 r1 . . AAl`AN KEYNOTE ITEM LIST STREET NOTES WILLIAMS PIPELINE NOTES �■■� � 00 ITEM DESCRIPTION 1. MINIMUM 2'ASPHALT CUT LINE.ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS,SD-301,SD-303 AND SD-806.CONSTRUCT ALL PAVEMENT 1. ANY CONSTRUCTION ACTIVITY IN THE WILLIAMS PIPELINE RIGHT OF WAY IS REQUIRED Z MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE FOLLOWING: TO BE MONITORED BY A WILLIAMS PIPELINE REPRESENTATIVE AT ALL TIMES. r B1 INSTALL TYPE III BARRICADE PER ISPWC SD-1132. LOCAL RESIDENTIAL-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH 0-) MIX PG 58-28,21/2"OF ASPHALT,4"OF 3/4"CRUSHED AGGREGATE AND 14"OF 6°' INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO MINUS PITRUN. 2. CONTRACTOR SHALL CALL 811 PER IDAHO STATE LAW. CL 62 ISPWC SD-1132A,PER MUTCD PROVISIONS SECTION 60.02.THE BARRICADE SHALL COLLECTOR-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH 0-) MIX PG 64-28,3"OF ASPHALT,4"OF 3/4"CRUSHED AGGREGATE AND 21"OF 6"MINUS � c"? INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. PITRUN. 3. WILLIAMS PIPELINE CONTACT INFORMATION: I- W BRENDA MARSHALL C2 CONSTRUCT ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES EVEN IF NOT SHOWN.COORDINATE ALL WORK WITH UTILITY COMPANIES INCLUDING BUT NOT PIPELINE TECHNICIAN SR. c\I CELL:208-870-0149 z C4 CONSTRUCT CURB TRANSITION,VERTICAL CURB TO ROLLED CURB.(5'MIN.TRANSITION) LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO.,CABLE ONE AND CENTURY LINK TELEPHONE. _ cn C5 CONSTRUCT CURB TERMINUS PER ISPWC SD-707. 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE CONTRACTOR SHALL DETERMINE BOISE DISTRICT OFFICE: U C6 CONSTRUCT 5'SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES 1301 S.LOCUST GROVE RD. � CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 MERIDIAN,IDAHO 83642 C7 CONSTRUCT 20'WIDE CONCRETE RAMP(6"THICK)ADJACENT TO EMERGENCY ACCESS RD.e, CONSTRUCT 10°WIDE ASPHALT PATHWAY.PATHWAY SECTION SHALL BE 2.5 OF ASPHALT PRIOR TO ANY EXCAVATION. OFFICE:208-8844300 PA OVER 4"OFt'MINUS GRAVEL OVER COMPACTED STABLE SUB-GRADE. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS.THE CROSS SLOPE OF ALL PV CONSTRUCT GRASS PAVERS AS SHOWN.SEE DETAIL ON SHEET DT-1. PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5%SLOPE.AS A REMINDER,SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%;THERE ARE NO "TOLERANCES"ALLO D. 1/'1 VG CONSTRUCT 4 VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708. N1 SAWCUT EXISTING PAVEMENT AND/OR EXISTING CURB FOR CLEAN EDGE AS SHOWN. 5. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H(ROLLED CURB)OR ISPWC SD-712A(VERTICAL CURB)WITH TRUNCATED DOMES SCALE 1 PER ACHD SUPPLEMENT TO ISPWC SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE(CONCRETE STAMP&ADHESIVE MATS NOT ALLOWED) N2 REMOVE EXISTING BARRICADE.COORDINATE DISPOSAL OR SALVAGE WITH THE DEVELOPER AND ACHD. AND SHALL BE COLORED TRAFFIC YELLOW PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A 117.1 REQUIREMENTS. N3 RETAIN AND PROTECT EXISTING STOP SIGN. 6. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND DATE 03/25/2024 N4 RETAIN AND PROTECT EXISTING WATER. BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR PROD. NO. 210511 N5 RETAIN AND PROTECT EXISTING SEWER. ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. SHEET 5 OF 15 N6 TRANSITION NEW DETACHED SIDEWALK FROM EXISTING&DETACHED TO T DETACHED AS SHOWN. 7. SEE GRADING PLANS,SHEET GRD-1 FOR LOT GRADING AND ELEVATION INFORMATION. N7 RETAIN AND PROTECT EXISTING UTILITIES. N8 CONSTRUCT 5°SIDEWALK ADJACENT TO OR PARALLEL WITH EMERGENCY ACCESS RD.TO BE 6"THICK. 8. SEE STORM DRAIN PLAN,SHEET SD-1 FOR STORM DRAIN INFORMATION. ST�2 210511-ST.DWG I�. HORIZONTAL SCALE IN FEET 40 20 0 40 80 120 J SCALE IN FEET �C VERTICAL SCALE IN FEET 4 2 0 4 8 12 18+40 18+00 17+60 17+20 16+80 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 3+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 2728 2728 SCALE IN FEET L= 125.00'VC 1 K= 20.00 2724 PVI STA 16+90 2724 PM EL= 2716.92cn L= 80.00'VC 11 z K= 24 62 U m co �-N PVI STA 15+65.38 N N r w Q + ® m � PVI EL= 2712.25 (n, O N 2720 � N� TNT uja- N � 2720 L' o ti 11 ¢ _j� + I- ooti r J U _ co cD N . c.) w,.., � ,Z 'a? T II � r Ul � w + N ou* + O cn co II M O ¢ J co Lo > T w N r M co co Y CL N a. S In N u j cor— w J 2716 �v-�uR�� -� N + 2716 z J C — J CD W r �t N W a �- ORIGINAL GROUND w 3.,s wow w Lu Q o F UJ m o AT CENTERLINE /( m c" FINISHED GRADE � r of +I z ® N z AT CENTERLINE o T- ,- -H ¢ '— cD > w + om `'oo � J - - - -. - - -- ®.50/ r Nw o Ow o o6 U N ,�, "' c' 2712 — — CONSTRUCT 4'LANDING AND - 0.50% II o+ N -� o_C- > 0 W 04 2712 CV jai Lu GRADE 2:1 TO MATCH EXIST. --- L° ¢ !; Q z O \ W v PROPOSED FUTURE 16+87± M p GROUND AS SHOWN(2712.8±) 000� o ® 0.95% cn "' w Y ® w 2710.4± co � AT SUBDIVISION BOUNDARY + ti 1 "' N v FINISHED GRADE + en N � !" \ a ui w AT CENTERLINE FUTURE 36°'PIPE � ea r o j - 0.49% z T 6 PI W/SLV U r T � \ - O O 2708 N y - - - - -- - --- o ®N a. cm M 1 2708 Z m T � ORIGINAL GROUND `l o W o MAINTAIN EXISTING r` Lq MAINTENANCE ROAD m AT CENTERLINE + co 12"SD CD °E LoCD a- N 12"GIR o vW � 2704 Lu Z } z 2704 z co asa m O ® m Z ® J O � O W. BUROAK DRIVE co ® ® CDcm = W m 2700 2700 c3 CD CD cm CD c� c� CD (D c� cu CD Cq CD CD c� CD c� CD CD CD cs i` t` r coW r W Lf) W r` W C\r W CV W W Q W c- W d' W CJ W c6 W O W N W tf� W CD r a e o e a e e e a e a e e a a e a LPL �' '- CD r ® O N oD O � ® O co �^ Lf) N M . O tD M O CD et �' O V' O c' CD W a W WLf) N Cj Id; C\1 6 cm c,; ni � cm N � T T � T o o ® o co o C6 a, � � � � � c � W o W cc; '•u 11 v- T T T T T T T T T T T T O T Q O O O O O Q O O O O O r` r` r— r` r— ram• r- cm N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CV 18+40 18+00 17+60 17+20 16+80 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 3+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 (p,. �5 yl�gr of Ft M. s*1 21 20 20 80 20 40 20 00 19 60 19 20 18 80 18 40 18 00 17 60 17 20 16 80 16 40 16 00 15 60 15 20 14 80 14 40 14 00 13 60 13 20 12 80 12 40 12 00 1 1 60 1 20 10 80 10 40 10 00 9+60 0 0 T 2724 2724 y w Cb LLI W L.0 Lu �' coo cr c ® '- O N U3 41 W O ® N ® � M ® ol � � Q � O 272 - o ® �z � r Iq o—+I +I-� 272® I- Q � CC O *-CD + IcnV � w o c W f/) ®_ Go + i M + c~v O N + ® N C� _ ® �_ 0) w NQ T II III o N II Q H ® n- � Z O N �- M�[ II ¢ J F•- II F- -•I ¢ N Q QO OC �o o N u rcr o w o w w o w H �� 0 0 C. coo waQ oNz � o� N � ti < owY per .-, �[ F r r In M + ti a to T p[ f M ¢ 00 i` O T— w - � W � 271 ®-oN-� T Lu,� N NN-= � NLu coT-� cr) �� C) � � � + �-m 2716 OC N + N ®N II ¢ II a3 ® + r` m O O O rn o N w a o ¢ II N f- ,; _ ¢ a;¢ ti N w + mo `t' o o + T II -0.54.'® 0.45�� 1.00 m w ¢ 11 cn w cn w� T p ® r- N w + r` w � N ¢ J ¢ p O � o cn w I¢- w � III co N � ¢ II w� � l ` ` — ` _ r --- — -- - t cn W it o W FINISHED GRADE _i.i0°l J - AT CENTERLINE o 1.87%® 2.0 -194� -0.45°� 0.4Lo 4% 0.40% - - - - - - - r I 271 ®% - - - - - - - - - - - 0.52% 1 -0.47% T 2 712 0.42% -0.47% - - O Q- cm N V r + T C6 N P z � Cj Go + co + M coE ti N r r N r N + to ® ORIGINAL GROUND N m 270 ~ cm c' 4`'PI W/SLV ti M T- T �' a N T r � � Lo � AT CENTERLINE ti cn 12"GIR T O a- N 2708 a N �; 12"SD ti � N a_ N � m cl) LLB 2704 2704 0 00 z aC a"S. REDATER WAYWo OAK ,o � N Z Lu 270 2700a: (Z F- CD Ca L3 may CD 0 (D Ve C U Cr C3 pry C3 Va C r3 fey C3 Lay c� Ve C'3 Va C3 �e C3 Va cs C'3 Ve C'3 may C3 Ve C3 Lay C3 �o C3 cm C3 �e (D Va E2 �e C D �e E2 CD U) � U W e 41r a W a W ® W a W o W e W e W a W a W a `A a W a W a W a W a W a W a W a W e W e W e W ® W o W e e O cV C7o N co O O W CV N T— O O oo O � co N CD O T M r— ti LL, a e a a e a a o e e e a e e a e a a e e e a e C'3 C.9' C°3 ®O N O CO r` �' Lr) N N O M r4 O ,— M et CD O Op M 4` N CD �2 Q2 �° Ili V' I[) �' e a a ® �� T �+ N �' N �, T t~ T �� T a1 r �~ O O O O T /� T T T N N N N N N N M M �• A 4 o a a 1 O O ® ® O T— ^ W W W — N r~ N CM c�1 r` N ti CV r` CV r` CV r` N N r-_- N N ~ N r" N ~ N r` N ti N C' cV ti N ti N I` N ti N N r` N � N r` N r` r` t` N N N N N N N cm N N N N N N N N N N N N N N N N N N N N 21 +20 20+80 20+40 +00 19+60 19+ 0 18+80 18+40 1 +00 17+60 17+20 16+80 20 2 8 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11 +60 11 +20 10+80 10+40 10+00 9+60 � SCALE 1 11_/01 1 1141 HORIIZZ VERT DATE 03/25/2024 PROD. NO. 210511 SHEET 6 OF 15 ST3 210511-ST-PRO.DWG > 22 23 24 \ 12 BLK.7 \ � TT � I GND ELEV = 2706.1 - " \ '\ f HORIZONTAL SCALE IN FEET 40 20 0 40 80 120 } �v� I I 4 BILTMORE ESTATES i _4Wm SCALE IN FEET i -- - \ SUBD. N0. 4 \3° / > 4 r z DI 5.1 amom STA= 10+65.33 GRATE= 2708.01 ~ ' .o `" \ v x MW 5.1 TBC= 2708.28 \ SG 51 IN \ BLK E=2452035.4 `' \ 5 32.04 LF 12"AWWA -' �\ %` RIM= 2708.34 2 - C-900 PVC @-0.62% \ \ STORM DRAIN DATA STORM DRAIN DATA -,BILTMORE ESTATES \ DI 5.2 (SEEPAGE BED 5.1) (SEEPAGE BED 5.2) 6 6 `� `�� --� �s�` SUBD. N0. 2 � \ STA= 10+67.01 �� -- �. _-, 1 DI 5.1 DI 5.3 10 9 8 7 GRATE= 2708.01 _ , \ \ CL STA.10+65.33,OFFSET 16.75,RT CL STA.16+50.00,OFFSET 16.75'RT TBC= 2708.28 - "® �\ \ DROP INLET PE IV AC SUPPLEMENT o � .� \ DROP INLET,TYPE IV,ACHD SUPPLEMENT RO ,TYPE HD S MEN 0.. 2.50 LF 12"PVC a ` TO ISPWC SD-604A,WITH 1'SUMP TO ISPWC SD-604A,WITH V SUMP p 4 jj @-6.00 j� -`� ° '` G RATE= 2708.01 G RATE= 2710.31 m a X �`` _ - � 21 12"INV.OUT 2705.00 12"INV.OUT= 2707.30 p o ' \ 32.04 LF OF 12"A A C-900 PVC @ S=-0.62%TO DI 5.2 32.00 LF OF 12"AWWA C-900 PVC(LD S=-0.62%TO DI 5.4 U) Cli - \ A_ i N Q 2 = 0.3 cf V 2 =608 cf Q 2 = 0.35 cfs V 2 =749 cf 0 - 22.00 LF 18"PVC A - O O O O OC o - a �s j `\z Q(25)= 0.79 cfs V(25)= 1615 cf Q(25)= 0.94 cfs V(25)= 1987 cf . : _ ao @ 0.00I� �°'J MW 5.2 n = 1.18 cfs V(100)=2246 cf Q(100)= 1.45 cfs V(100)=2765 cf - _. 22 4 89.00 LF 18"PVC '° \ \ \ v • 2" @ O.QO% E=�2452123 2\ / a cri CDN_�--++-� (Tap Half Perforated) 17 �y \ ��, t,, - 'ti s \ DI 5.2 DI 5.4 1 z ' W.BUROAK DR. 20+78.16 -�+ - M y \ \ ___- _ CL STA.10+67.01,OFFSET 16,75 LT CL STA.16+50.00,OFFSET 16.75 LT 0 o w o cd �- r o - --`+ - cwo r - 18"INV- 2704.20Gc 23 �- DROP INLET,TYPE IV,AND SUPPLEMENT DROP INLET,TYPE IV,ACHD SUPPLEMENT = ca m �-'� r ., - t"" TO ISPWC SD-604A,WITH 1'SUMP TO ISPWC SD-604A,WITH V SUMP 0 �" Q - e \ /00 GRATE= 2708.01 GRATE= 2710.31 w 16 �, m�" .\� / ��`'� 12"INV.IN= 2704.80 12"INV.IN= 2707.10 0 w cm . Q �� '' �` ` !' 12"INV.OUT= 2704.70 15"INV.OUT= 2707.00CD f� r • / ' - v ` \ 2.50 LF OF 12"PVC @ S=-6.00°, TO SG 5,1 2.50 LF OF 15"PVC @ S=-6.00°�TO SG 5.2Lu CD L y CD ( )- 0 32 cfs ( )-608 cf ( )- 0 45 cfs ( )-936 cf a-. \ ��z r�, ��• �f Q 2 V 2 Q 2 V 2 �- N � „ \ , \ - - - - f�.�, �,� .� ��, � �,F ____ Q(25) 0 86 cfs V(25) 1615 cf Q(25) 1.19 cf V(25) 2484 cf � co � �� \ 4,., -_.� %�- �- Q(100)= 1.42 cf V(100)=2246 cf Q(100)= 1.81 cf V(100)=3456 cf CL 0 _ 20+14.15 - =` Q` / - ®, W � z 14 \ \ � W < 16 20+00 t f 13 � \�.\ \. -k®t_� .,'� � � SG 5.1 SG 5.2 w = 1 12 � ��; � f x0 BLK 11 { °' STA.10+67.01,22.0'LT(IN MH) STA.16+50.00,22.00'LT(IN MH) U Q BLK 8 �`L 5 9 \ 1000 GAL.SAND&GREASE TRAP 1000 GAL.SAND&GREASE TRAP Q �we (TRAFFIC RATED)WITH 20°'BAFFLE SPACING (TRAFFIC RATED)WITH 2011 BAFFLE SPACING z m L -13 H RIM(IN MH)= 2708.34± (MATCH SIDEWALK) RIM(IN MH)= 2710.64± (MATCH SIDEWALK) O o z m 1 \ \ \ GN D ELEV = 2712.2 12"INV.IN= 2704.55(FROM DI 5.1) 15"INV.IN= 2706.85(FROM DI 5.3) W ��+567Q BL 6 2 `\4° TOP OF BAFFLE OUT=2704.45 TOP OF BAFFLE OUT=2706.75 V- W } \:A . 18"INV.OUT= 2704.20(TO SB 5.1) 18"INV.OUT= 2706.50(TO SB 5.2) o o � ti CD cm BILTMORE ESTATES \ 22.00 LF 18 PVC @ S 0.00,E TO SB 5.1 22.00 LF 18 PVC @ S- 0.00%TO SB 5.2 E uj m 4'IP1 SUBD. N0. 2 \ \ BILTMORE ESTATES \ 18"INV.@ SB 5.1= 2704.20 18"INV.@ SB 5.2= 2706.50 SUBD. NO. 3 01 15 4 - 10 12 /�> � � � ,�� SB 5.1 SB 5.2 SEEPAGE BED PER ACHD STD.DWG.,BMP 21 SEEPAGE BED PER ACHD STD.DWG.,BMP 21 \ j / s °,. \ 951L,11'W,9 D 100 L,15'W,8.5 D I ��` FINISHED SURFACE ELEV.OVER SEEPAGE BED=2708.50(MIN.) FINISHED SURFACE ELEV.OVER SEEPAGE BED=2710.50(MIN.) • 11 _ ° C., \ TOP OF BED (ROCK)=2707.00 TOP OF BED (ROCK)=2709.00 3 ? BOTTOM OF BED (ROCK)=2698.00 BOTTOM OF BED (ROCK)=2700.50 u' .4►►pl._.... •.. _. \ . ti - \ _ BOTTOM OF 2699.OQ OF @►gG� BOTTOM OF SAND 2696 50 Q - .a MW 5.3 N-694075.8 r 0 4493 CFS 0 6221 CFS d E=2451824.3 \t., \ o\ 14 11 \ '` t '°, 89 LF 18"PVC (TOP-HALF PERFORATED) 94 LF 18"PVC (TOP-HALF PERFORATED) 1 9 ®. d DI 5.3 419I S= 0.00% (FROM SG 5.1) @ S= 0.00%(FROM SG 5.2) oNt _ STA= 16+50.00 °C $ \ o 0 cb GRATE= 2710.317 CO2 w ce) 6 T .. e. \ N - - TBC= 2710.58 � GROUNDWATER= BELOW 2694.6± (NO GROUNDWATER GROUNDWATER= BELOW 2697.5± (NO GROUNDWATER a? F A ER OD 32.00 L 12 AWW �:., OBSERVED) OBSERVED) co 0 DI 5.4 C-900 PVC @-0.62% \ 01 11 CD N 6 \ INFILTRATION RATE= 8/hr INFILTRATION RATE=8/hr oo . STA= 16+50.00 BLK (SEE SHEET OT-1 FOR SEEPAGE BED DETAILS) (SEE SHEET DT-1 FOR SEEPAGE BED DETAILS) O 72 GRATE- 2710.31 2.50 LF 151,PVC °�_. A `. Q wLL ag -' TBC= 2710.58 @-6.00% 5 3 �� \\ o 4 CD o 00 O w _ MONITORING WELL ac Q CO •a. •A _ co j • 4 f d :.® CONTROL POINT DATA - _ -► �:_ O � CO a cra 4 CV Q� • • � CONTROL POINTS NORTHING EASTING . 4-1 N 1 4 CORNER SECTION 25 696 462.6 2,451,858.5 - �' CD C 1/4 CORNER SECTION 25 693,815.6 2,451,837.4 0 0 -► - N -, _c I Am • Q Q a d e _ ---"O s CO • : e iI AK PRIIVGs NOTES 22.00 LF 18"PVC _ '� ' @ 0.00% SG 5.2-IN d . Y= P_ a �'+ O ,+- -- 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN FACILITIES. STA=16+50.00 � � - 1 4 ym 1 _ �' - o - • RIM= 2710.64 - �- +- 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM. 12 r 94.00 LF 1811 PVC 10 81 •-t151 17.2' • .. :_ 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION SYSTEMS.CONTRACTOR SHALL COORDINATE k TI-I L- 6-`1 3 @ O.00�m - = WITH ACHD INSPECTION FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING.ACHD IS CURRENTLY SUPPLYING THE DEVICES. ` 1Ail GND ELEV = 2712.4 N-' •.. •- •= Z 1 i o J -7- g m CD BLK 11 6 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA C-905)MAY BE PVC ASTM D 3034(SDR35)OR ADS N-12HP. 36` MW 5.4 �," - cD Q. 1 'x 7 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5'OF COVER. N=6939 1.5 E=2451811.3 CC Z 6 6. SEE SHEET DT-1 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. Z i 18"INV= 2706.50 c� • t -� 5 2 7. ALL PIPE ANGLES SHALL BE 900 UNLESS OTHERWISE SHOWN. a 4 3 L6 t;t\ 611 PI 611PI t\ '` _- - WILLIAMS PIPELINE NOTES U WILLIAMS \ \ 1. ANY CONSTRUCTION ACTIVITY IN THE WILLIAMS PIPELINE RIGHT OF WAY IS REQUIRED �. PIPELINE MARKER \ � BWILLIAMSPIPELINE REPRESENTATIVE AT ALLTIMES. 24"GAS / - n Y 24 GAS-Los slpl 6"p` 2. CONTRACTOR SHALL CALL 811 PER IDAHO STATE LAW. WILLIAMS `\ PIPELINE MARKER ` WILLIAMS PIPELINE EASEMENT_ WILLIAMS 10 PIPELINE MARKER 22°'GAS ��P \ =��,`�-- - -=� 22°'GASH 3. WILLIAMS PIPELINE CONTACT INFORMATION: WILLIAMS` ---_ _ T� � _ _s. BRENDA MARS ALL --- - PIPELINEMARKER � \ A �;`. - -- - �-__-----�___�� __- _-- - -_-__-____-------__®-_-_ __------ - � PIPELINE TECHNICIAN SR. . --yam t o - 1 � � ®�� -��- �_d - SCALE 1'°-40' e CEL 87Q 014 ,•fir � � � � .s � e �.- ,,, - sa BOISE DISTRICT OFFICE DATE 03J25/2024 GRAYCLIFF ESTATES �ss��` 1301 S.LOCUST GROVE RD. SUBD. NO. 2 ��{` ' MERIDIAN,IDAHO 83642 PROJ. NO. 210511 v .mom OFFICE 884-4300 �� SHEET 7 O F 15 SD� l 210511-SD.DWG HORIZONTAL SCALE IN FEET 20 y""1 4® t 20 v . I - / SCALE IN FEET u ` VERTICAL SCALE IN FEET I V/'4J f do / % 4 2 0 4 8 12 I ti �3 4 mow o-- U .-' / ': ` SCALE IN FEET N1 / �I sc 2+45 BLK 5 SI=2703.4 - SL- 56 W8 4 \ 36� 5 EX.SSMH 4 N3 2 _ STA=2+00.00 V� S2 j SUNDELL LATE NG i d `' �� BLK 5 SC_3+41 _ � (n op EASEMENT % . -� 1 SEWER & WATER KEYNOTE LIST z �. 8 7 SI - 2704.1 � �6, N 10 S TB SL=54' tti � p o �� 11 TB != ,,�1 ,�OQ`• o® ITEM DESCRIPTION (nCli SC=4+20 E8 �� 4 °_ `. N- r TB TB _ SC=5+15 H Si=2704.9 - �Q' / / A8 ADAPTOR,8",FLG.X MJ o 0 ` TB _ SC_5+90 N3 �S \ B2 2"BLOWOFF WITH 8"GATE VALVE PER STD. 13 SC 7+36 SC= 6+61 Vg SI=2705.7 V6 SL= 54 TB _ ` \ ) J SI=2706.9 SI-2706.5 SL=56' E8 °°` :• j ,` r \ J o H SI=2707.9 SL- 56' V8 SL=56' T7 S2 W8 :• , ELBOW, . . - °- , E3 OW,8",11 1/4°,MJ X FLG. U \ \\ SC= 7+72.35 V6 SL=54' - �i `.. \ \ S2 W6 N3 �,F SI=2709.4 A8 E8 �-� - TB ° ' - t.' `. ``= °Y E8 ELBOW,8",11 1/40, J SL-46 T7 S2 W8 N3 9 LF IFR - `� E8 W8 N3 - - 1 ® ELBOW, 2 J X FLG W N3 a -_ as :; - E13 W,8 ,2 1/2 ,M R ® W6 •�;,.=- - _ .4` ° 56� `•r/ °' SI -27Q3.5 ,� �. '1 \ MID LD TB `_. . . N3 S2 SL=36' E18 ELBOW 8" 221/2°,MJ \�\ � N3 9 LF - 44 LF \ Eg - - 144 LF ' - N2 - 93 LF 811�y 811w a��s _' �,, H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)&(W9)&W(GS) W \ 3� T 17 s \ N � - \ \ - / `t " ea LLI Lbw \ \\ 30 W.BUROAK DR. - 1s3� SC=3+13 • :ter 4 F�� \ ,* LD LEAK DETECTION METERING STATION CROSSINGS,PER STD.(W14) > E o \ N2 r SS MH 5.6 SI= 2703.9 �, G� 23 N WUz 8"S 5 - 1 ,-, � SINGLE METERED SERVICE CONNECTION,1",WITH 3/4"METER AND L0 \ STA=3+20.75 SL=36 �� ,, °�� '�-�. S1 7 s `� ®'�•``' �' 3/4"METER SETTERS,PER STD.S 1 , 2 AND 6. W z o 36 LF , ,¢ , ®, ,Q 9y N N 16 _ �: •. • . v� --� O CD uj • :..�• N3 ®: �. . DOUBLE METERED SERVICE CONNECTION,1",WITH 3/4"METERS AND C'7 62 �"' _ W8 SSMH 5.7 S2 SC-3+75 p�`Q,y � `_ S2 �, o o .• a ___ _ ___ TB \ N3 SI= 27Q4.4 010 � °.: 3/4 METER SETTERS,PER STD.S (W1),(W3)AND(W6). 0 \� STA=4+44.16 • a• - }. . Z SL-41' . . � oc _ �` X8X6 J JXFLG w � c 6` S2 SC=4+36 TE X M • _ SSMH 5.5 -�:- �\�"- � e s. c `*� Q[I 11 la o SI-2705.0 z W SC=4+91 x \ STA=11+14.75 SC =5+64 SL_ 361 11 la la SSMH 5.8 ` T16 TEE,8 X 8 X 6 ,ALL FLG. W Sf=2705.5 - U ate_ _ STA=7+72.35 a - E8 TB SI=2706.2 1� \ � 36 ` SC=11+14.75 SL= 36' - ` e T26 TEE,8 X 8 X 8 ,ALL FLG. O Q v W _ SI= 2707.1 \ . cc Woo 1 �\ SL- 36' 101° 14 �� " §` . P.C,C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) z � J W 16 O SEE WATER NOTE 1 O TITLE SHEET AND ISPWC SD-403 CD m \\ 13010 \ , O o BLK 11 12 / ;r s w �. la BLK 8 _ LLJ V6 VALVE,6 GATE,FLG.X LL. m ¢ > V8 VALVE,8"GATE,FLG.X MJ cn D c = Ly - o / W6 WATER MAIN,6 PVC,C-900 t11 1 1 y 2 `` W8 WATER MAIN,8"PVC,C-900 �L N3 y J. BL 8 e 0 I a BL 8 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES, 4"91 N1 THE CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING PLUG/CAP OR O 1 SC=10+43 e \ BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN. a , - SI=2706.8 4 Pi ° ® \\ 15 SL=42' e�G1R a N2 SEE WATER NOTE NO. AND SEWER NOTE NO. ON THE TITLE SHEET. 2 6` 161 N2 1 p �� , .":, C� (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) >► ,. :�5 ki \ 0, SEE SHEET S-2 N3 SEE WATER NOTE NO.3 ANDS ER NOTE NO.3 ON THE TITLE SHEET. FF Of M. S.��d SUNDELL LATERAL EASEMENT T 0 T MM W I_- cm � 2720 � co 2720 � M r Q �' co cn CIS o a N + o ti co � (n ® ap s II _ i�ri � Lti II 0 2716 W II T 2716 NOTES: Q a M cn cc r �� V mow cn ,� Fr 0,4 T 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE ,= ® CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING w o o T WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS N N co � +I FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE w _ � w � � � r. o NUMBER IS 1-800-342-1585. o s 2712 _ � � J � " o � 0 2712 �- N r CV O _ - m FINISHED GRADE > M+ II o 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD SW3. cn a0 - F- >- u, AT CENTERLINE ,; J �± INSTALL SERVICE AND/OR MARKER AS NEEDED. cn n r _ cn � Er � � � W < W w - ; 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. (� 2708 2708 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. • U. 81 ORIGINAL GROUND O AT CENTERLINE 12"GIRR 5. MIDSECTION WATER MAINS SHALL HAVE 5'OF COVER.IN ALL OTHER AREAS THE WATER MAINS SHALL HAVE 4'OF COVER. 324.19 LF 12"SD Co 11 6. SEE SHEET S-2 FORS ER AND WATER INFORMATION PERTAINING TO W.OAK SPRINGS DRIVE AND od 2704 8 Pic 1.40� 2704 S.REDWATER WAY. = z �M �, 0 0 *- :5 1Y c�vN 0 II II - al. Y z � 119.41 LF z> 8"PVC�1.80% I I LLI cr 2700 cn 2700 uj 11 I I L Q 6-75 LF N � c u co 8a► PVC @ 180% O NN II II � w z 2696 > ® 00 � 2696 �' Q > m m co - co N +Ia: 00 IILij CONTRACTOR SHALL VERIFY HORIZONTAL co z o LOCATION OF EXISTING SEWER MANHOLE co N 00 AND EXISTING PIPE INVERT ELEVATIONS AND II ~ W 2692 00 -NOTIFY ENGINEER WITH ANY DISCREPANCIES 2692 PRIOR TO CONNECTION AND CONSTRUCTION OF NEW SEWER MAIN LINE. co 1"=40' 1"=41 W. BUROAK DR. SCALE HORIZ VERT DATE 03/25/2024 2688 2688 PROD. NO. 210511 8+00 7+60 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1 +60 SHEET 8 OF 15 210511-SEW.DWG 11 "- TB sc=5+90 NOTES: SEWER & WATER KEYNOTE LIST SEWER & WATER KEYNOTE LIST � TB SC=6+61 V8 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE SC= 7+36 SI =2706.9 SI=2706.5 ITEM DESCRIPTION ITEM DESCRIPTION H SI=27 SL=56° V8 S2 SL=56' WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING SC = 7+72.35 SL=54' SI= 2709.4 V6 TB A8 UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL A8 ADAPTOR,8",FLG.X MJ AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES, SL=46 T7 S2 Wg RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY N1 THE CONTRACTOR SHALL REMOVE&DISPOSE OF EXISTING PLUG/CAP OR •\ T2 6 N3 -N3 E8 W8 N3 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE B2 2"BLOWOFF WITH 8"GATE VALVE PER STD. 13) BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN. TB QW6 '•'` p�< ° J NUMBER IS 1-800-342-1585. E3 ELBOW,8", 11 1/4°,MJ X FLG. J L '°'= == SEE WATER NOTE NO.2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. \ LD E8 N3 9 LF = - 144 LF y E8 ELBOW 8" 11 1 4° MJ N2 (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEP ATION} F , / l 93 L „ 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS \ N2_ 33 8 W 8 Lu MARKED PER STD SW3.INSTALL SERVICE AND/OR MARKER AS NEEDED. E13 ELBOW,8",221/20,MJ X FLG. N3 SEE WATER NOTE O.3 AND SEWER NOTE O.3 ON THE E SHEET. e \ 30 X5 W.BUROAK DR. - N = O �- - N2 8„S W 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. E18 ELBOW,8",221/20,MJ W h (W9)&W(G5) 36 LF-- 7 � s 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. H FIRE HYDRANT ASSEMBLY COMPLETE PER STD.(W8)& - a _ A B2 �8 LD LEAK DETECTION METERING STATION"CROSSINGS",PER STD.(W14) \� =` -TB -® 5. MIDSECTION WATER MAINS SHALL HAVE&OF COVER.IN ALL OTHER AREAS THE WATER -:.-- - - • -s SINGLE METERED SERVICE CONNECTION,1„,WITH 3/4„METER AND MAINS SHALL HAVE 4 OF COVER. S1 • - w SSMH 5.5 6' - 3/4"METER SETTERS,PER STD.S (W1),(W2}AND(W6). HORIZONTAL SCALE IN FEET SSMH 5.8 STA=11+14.75 SC=5+64 6. SEE SHEET S-1 FOR SEWER AND WATER INFORMATION PERTAINING TO W.BUROAK DRIVE. DOUBLE METERED SERVICE CONNECTION,1" WITH 3/4"METERS AND O STA=7+72.35 - E8 TB SI=2706.2 S2 40 20 0 40 80 120 SC-11+14.75 SL-36' 3/4 METER SETTERS,PER STD.S (W1),(W3)AND(W6). - SI=2707.1 1®1° T7 TEE,8"X 8"X 6",MJ X MJ X FLG. SL=36' �. SCALE IN FEET \\ 16 T16 TEE,8"X 8"X 6",ALL FLG. m e BLK 11` --• •- ` --� I12 T26 TEE,8"X 8"X 8",ALL FLG. OZ N 1 BLK 8 P.C.C.THRUST BLOCK AS REQUIRED EVEN IF NOT SHOWN) VERTICAL SCALE IN FEET U) N e \ S2 cn - o SEE WATER NOTE 1 ON TITLE SHEET AND ISPWC SD403 N 4 2 0 4 8 12 o N3 = V6 VALVE,6"GATE,FLG.X NUJ r V8 VALVE,8"GATE,FLG.X MJ SCALE IN FEET o \ \ , ® W 0- co co W6 WATER MAIN,6"PVC,C-900 c = 1 Sc=10+43 J o AT W8 WATER MAIN,8"PVC,C-900 SI=2706.8 �, _ 15 SL=42' -� C:o Lu J 16' _ �� 1 36, N2 0 10 T7 V6 H � N z > LU 4191 SUNDELL LATERAL S1 ;. _ N EASEMENT t ' cn a; = 4u _ m \O pr � w N = 1 � 9 LF 1 \\ SC=9+69 - o o tr , SL 42' 11 z o - • o 19 g TB _ O 1 4"PI a LL.I W $ TB ® � �� i- cn � W � W8 � � _ - � � (� � CD e ' t S2 �= T H 7 o o U �� \\ e N3 r TB SC= 7+81 Sc=6+78 - vs _ m N • J \ TB SI=2705.7 SI=2705.9 sc 6+23 V8 6 \ {{ } o 0Lu y E18 SL= 54' _ SI=2706.2 \ O >_ E13 SL- SL=51' A8 SC= 5+59 BLK 8 W TB S1 5 �Lu >_ E3 SI = 2706.5 \ W -B T16 3 \ ® o � t SC=8+95 E18 N3 N W6 S2 SL=55' SC -4+95 4 _� CD I I r'v, 2 N3 Wg - , yj SI= 27Q6.2 h = =2706.9 \ - ° " N3 E8 10 LF SI �'`� -- •=°a. SL 42' 130°� s- N3 SL= 56' � \ 13 4 ,��- 8`�i 3y -��_ -,-�-...4.; sc 4+15 TB sc 2+� •� .� ° � � �---_- -- _ - SSMH 5.4 � LF SI=2707.8 � ,..�.-= w, 5 �� =� o - 196 LF 20 - °°: 4. N3 S2 _ H SI- 2709.9 5 . e STA=8+65.95 c3l8'W LF SL-56 SC=3+18 SL=56' � • ��i ��GEN$F� /� j ��' r �' W.OAK SPRINGS DR. 1 SI=2708.8 V6 N1 O 1530 co N3 TB SL=48' S2 W8 � ° E8 T7 TB _ y 1f� 6 8 1 W8 W6 Eg <, �- = EX SSMH 13 � z 9 ^ - 12 ear+ �N 9 = •.�-r , . 9 LF - - s � °, _�=- STA=1+00.00 �j► ° ° 0 o r sG=8+58 N3 • - - -_®. - �-- . -,• : .. -:. -,�- =, - .. - _ ..°:. .a, . - N - _ -° ••-=$=- _ -- - :.� -A- - $ ® �-- SI= 2706.1 N3 5 �✓. 118 LF 102 Sppt1�1GS®R �,r f <4 ` M. Sl R►t SL= 39' a• OaK Sp 1 OR. 8 W \ ` SSMH 5.3 SC= 8+04 }' SC=6+87 1�° - 12 LF- - S S _ 1 " SI=2705.8 SI=2705.9 SC =6+00 8"S 166° ., \ 12 STA=8+12.54 _ SSMH 5.2 _ N3 3 ' r- \\ SL-38 SL=38 SI-2706.3 \ • _ STA=6+12.54 SC =5+24 0 0 SI-2706.E S2 _ _ - • _ • A W 1 1 SL=36' . •.. b w \ 10� 9 = 11 . N3 ! o SC 4+51 - SSMH 5.1 \ BLK 11 $ sl- 2707.4 sTA-4+o3.27 S2 Sc=1+80 N � SL=36 - _ � \ SC= 3+91 SI 2709.9 F- OD ' 7 S2 _ , ' w � '' SI _2708.1 SC =3+11 SC= 2+39 SSMH 5.0 SL-36 :. cn 20 w O SL-38 SI=2708.9 SI=2709.7 STA=2+18.20 -� m e dLL 6 SL=39' D o - SL=44' 1 v - co SUNDELL LATERAL ♦ �, F O - o EASEMENT = 2 BLK�� 5,, �` \ 5 ' ' Q OD 3 EX.SSCO 4 ®,\ �� o 0) ,. _ - „ 4 STA=1+48.59 \ \ © O OD �� 6 PI "PI Cr w o ti e a 11 +60 11 +20 10+80 10+40 10+00 9+60 9+20 8+80 8+40 8+00 7+60 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1 +60 1 +20 0+80 0 0 - s 2720 2720 ® +I +I J �. T � CD o u? N � � T � r I` ® LiJ -, � N N N N � N O � O p 0 II r II � r II p J CIQT N 06 ® M N � tir- ui Lu cm II ® w � w + ® co T_ T �: � NMco + �_/� �5: pLu II � � II ♦�� II 271E • U. 271 E ~ �® cp co T T c > -�-T- V J co = � /� �_ vJ � ; Lo Cn ® c� r � c� ui cc Lu II cn � �C cn � ui cn ui cn >�> co cd Lrs > �- o Co a' N `n ocn Eo U5 Co Lu r ►n - T tt r � N C > +T wlq- c_ cn� r w _ Lu I I `n w co I I c! c > +*- u i Cc Lu co 11 - � a u, _ ; II � w co II FINISHED GRADE _ w tt - i v � cc can cn w Eca � � III AT CENTERLINE � � � -- z 2712 C/3 co � w ' --- - - - - - II CL aj ►' II MI.� � 12 GIRR ORIGINAL GROUND I I c W CIE 4 PIRR W/SLV AT CENTERLINE 2708 12"s® 2708 N <C 0 z II ° a: I M C. a- 244.80 LF w Z w II Y 8"PVC @ 0.65% w 49.41 LF I I � � 2704 8"PVC @ 0.45% 1s6.0o LF 2704 � � c% 8„PVC @ 0.45� � > 205.27 LF I I � > C 8"PVC @ 0.45% M■■� ® o �,� ,-. 181.07 LF II 'S o `v :� c; ;" 8"PVC,@ 0.45�a 67.61 LF I I � �U o M � N 8°'PVC @ 0.69�b 8„ 46.59 LF N I I PVC @ 0.69/o± 2700 � C) N N a � � 2700 > rl- _ _ cn z z FII N o Q +I 111-401 111_41 -� SCALE O° > ® ® N cl o o rn � HORIZ VERT » II Oo � � m +I coCD Z Z N N pj M co O co O co > > II M co N DATE 03/25/2024 269E CONTRACTOR SHALL VERIFY HORIZONTAL 11 m `i II � PROJ. NO. 210511 cocO -7 2--> LOCATION OF EXISTING SEWER MANHOLE& 2-7 = z tl 269E ao - CLEAN-OUT AND EXISTING PIPE INVERT > ® co e DD nn r� OAK z > > SHEET 9 OF 15 �T• l��l.� A 1 R AY Vtl SPRINGS DR. ELEVATIONS AND NOTIFY ENGINEER WITH co DISCREPANCIES PRIOR TO CONNECTION AND CONSTRUCTION OF NEW SEWER MAJN LINE. S�2 2692 2692 11 +60 11 +20 10+80 10+40 10+00 9+60 9+20 8+80 8+40 8+00 7+60 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1 +60 1 +20 0+80 210511-SEW.DWG ............. E \ i HORIZONTAL SCALE IN FEET • / \ Lb+ \ e _� GRAYCLIFF ESTATES 6, SUBD. N0. 1 40 20 0 40 80 120 W.TALL PRAIRIE DR. / �� / \ �;: \\ 14J L SCALE IN FEET Ex.GIRR MH 1 \ \ \\ \ _ .. Q \ C / / j a •---�- . STA=0+00.00 i y -. ..t• - 41 VERTICAL SCALE IN FEET - - RIM= 2705.46_ \� a \\ \ �� \ . ;- ® \ » \ 4 2 0 4 8 12 ! I - =� \ 25 19 SCALE IN FEET I + 122.30 LF 12"PVC / N5 X \\ M 2 24 STA=1+24.30± = // \ I 121,INV= 2703.44± 4 MATCH EXISTING o 1 // `N8 NOTES \ I 1. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN.COORDINATE ALL WORK z / BILTMORE ESTATES ® " �� 11 WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO. INTERMOUNTAIN GAS CO., O a \ 98.70 LF 11.E �� \'. \ ' �' SPARKLIGHT AND CENTURY LINK TELEPHONE. N SUBD. NO. 4 ` @ \Q:\ �`; / • - \ 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING o \\ p GIRR MH 2 ___- "o a� DRAWINGS.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 4°P1 - - ,- --er 's STA=2+25.00 0 �. `` ° - -o -4 �-- =--r COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY o .A RIM= 2708.40 HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL ' t e CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. �\ \ r`. ;» 3. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL p W J \ 6 63.00 LF 12°AWWA BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE C-900 PVC @ 0.32%_ SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC �\ �.,�� BILTMORE ESTATES\_ \ d- e \ SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. W d' ` � '' � � �-��.` LATERAL G BLK 5 6 t »% s _ SUBD. N0. 2 U N W IIENT 10 9 $ ' ' 'r`f �r, �'' \ 4. CONTRACTOR SHALL PROTECT AND RETAIN ALL EXISTING IRRIGATION,LANDSCAPING,SPRINKLERS,TREES,ETC., (V m o AND RESTORE DAMAGED ITEMS TO ORIGINAL OR BETTER CONDITION. 0 m w w \ co N2 � V. in c1r) CD GIRR MH 3 �a �•- � \ i Q � � °� con c STA= 2+92.00 \ � \ \, \ W z_ RIM= 2708.50 ® F_ Rc KEYNOTE ITEM LIST n - - Y..' e ,® ... -.-s• .. - a • • ..,mom .., ..,.,.,s ..:»n., 'i`.. -',.a» 9 .. - G r A � � � �� n� m.r�_� � � �� 4 s r _ . . �» .,V�_ .. ... a 11 fi 82 LF 12 P m P Q . (' \ `\ CONCRETE IRRIGATION B0�PIPE AND HEADGATE. U - - @ 0.3� - / REMOVE AND DISPOSE OF EXISTING P ZCQ UNPLATTED \ - t T 8- i s i a"� e A: 1 - 7 _ / N1 COORDINATE ALL WORK WITH NMID PRIOR TO REMOVAL AND DISPOSAL. o 0Lu 811W � \ N \°`\_ / C� BACKFILL WITH STRUCTURAL FILL AND COMPACT AS NEEDED.REPAIR ANY DAMAGE TO o \ , W.BUROAK DR. LL a\ v \\�' - - -` SUNDELL LATERAL AS SPECIFIED BY NMID. LL o .., ,.. ,b� Q W GIRR MH 4 �� y � � N8 `� \\ REMOVE AND DISPOSE OF UNSUITABLE SOILS IN BOTTOMS OF E�STING DITCHES AND SWALES mCo �\ $� BITS e . STA=4+12.82 N2 CD cz LLJ FL DITCH=2710. 0, _ - . o0 r �, �.. ;y\ � \\ A RIM 2710.20 `�_' � ��:.» �. ` STRUCTURAL FILL NOTE ON SHEET GRD 1 AS NEEDED.REPLACE WITH STRUCTURAL FILL SEE IN - 16 REMOVE AND DISPOSE OF EXISTING IRRIGATION PIPE. TGPr� At � � / •�`.®-� _ ,� - \� 4 RETAIN AND PROTECT EXISTING IRRIGATION DITCH �`FL(1111=271020t FL(S)=2712Mt d �GENSF N5 RETAIN AND PROTECT EXISTING IRRIGATION PIPE. 27 3Q A N1 15 / N N6 INSTALL END SECTION AND TRASH RACK AT END OF PIPE. v 1, 1 N2 / m_ FOR PRESSURE IRRIGATION AND GRAVITY IRRIGATION MAINLINE CROSSING CONFLICT !'�^ MNi=271U5 •j ••- f' �- 1 ,. f ylr� ✓ 9 n,� -A 3 o I�h��^j 6�90 V .// I , � SEE NOTE 28 ON SHEET PIRR-3. �� •�• � r� ». t °- 16 13 FF OF 05 11�E ON 0 Ja) 12 ! 232.04 LF 12"PVC CONTRACTOR SHALL RESTORE ALL DAMAGED LANDSCAPING, EX,RR 01yu `a rf °, BLK 11 x G �� @ 0 3 SPRINKLERS,ETC.TO ORIGINAL ORB R CONDITION. BLK 8 dIPP E vF P i' GIRR MH 6 xPttY\f i - , tY T » 12„Ix 5 � '3, STA=7+65.30Z 0 0 � .. RIM= 2710.80 _ °0 w 3_ N8 I- �' ', = z BILTMORE ESTATES �- -_ HEADGATE . WILLIAMS PIPELINE NOTES �'► PI ��._ ., . � u- . � SUBD NO 2 GIRR MH 5 - o � » a. __.. 4 .� ` 1. ANY CONSTRUCTION ACTIVITY IN THE WILLIAMS PIPELINE RIGHT OF WAY IS REQUIRED w 15LL_. 12 STA=6+48.87 TO BE MONITORED BY A WILLIAMS PIPELINE REPRESENTATIVE AT ALL TIMES. w 0 ,. -_ "G 7� RIM= 2710.50 10 . � � � � N7 to co 2. CONTRACTOR SHALL CALL 811 PER IDAHO STATE LAW. O i `f 3. WILLIAMS PIPELINE CONTACT INFORMATION: SUNDELL LATERAL g , 112.43 LF 12 PVC s BRENDA MARSHALL EASEMENT @ 0.31% w °o 4'p�� PIPELINE TECHNICIAN SR. N CELL:208-870-0149 z SEE SHEET GIRR-2 N BOISE DISTRICT OFFICE: o s 1301 S.LOCUST GROVE RD. MERIDIAN,IDAHO 83642 -0+40 0+00 0+40 0+80 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 OFFICE:208-884-4300 � W 2716 2716 J LL ORIGINAL GROUND a: GIRR MH 6 Q_ AT CENTERLINE FINISHED GRADE C.� FINISHED GRADE GIRR MH 5 0 2712 GIRR MH 4 AT CENTERLINE STA= 7+65.30 2712 AT CENTERLINE STA= 4+12.82 STA= 6+48.87 RIM= 2710.80 GIRR MH 3 RIM= 2710.20 RIM= 2710.50 m Z Q GIRR MH 2 STA= 2+92.00 - - - J-- STA= 2+25.00 RIM= 2708.50 _ -- ' - - � - -r -"- , - - - - - ` - � i T � RIM= 2708.40 - (�.� Ex.GIRR MH 1 J - 232.05 LF 1211 PVC @ 0 31% Z Z > 2708 116.82 LF 2708 cr? STA= 0+00.00 - � �� 63.00 LF 12 AWWA 11 12 PVC @ 0.30% � RIM= 2705.46± -- - C-900 PVC @ 0.32k 12 PVC @ 030% ui - 98 70 U.F e88% cm N 0 12"PVC @IiLr w cn 411PI OC ' Z 41IPI ,z M � L- OW 30 LF � 2704 122� 1.88 - s"W o N `� 27Q4 v Pvcc� � � � � w � > ® ® `n N cv II li W (n I ---" -' STA 1+24.30± � ui � ® o ti W - --� EX 4 PI 12"INV= 2703.44± CD N N N `" C°' o z y II II > > _ ELEVATION II z_ o - z = W UNKNOWN �11 m z o> > z cm y > O > 2700 > = z N N T T 2700 M■■� +1 T ^0 T T T� T T 1CD '"=�' 1"=4' II SCALE HORIZ VERT 2696 2696 DATE 03/25/2024 T s S 12'9 GRAVITY IRRIGATION - PRIVATE DELIVERY PROJ. NO. 210511 SHEET 10 OF 15 2692 2692 -0+40 0+00 0+40 0+80 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 GIRR� l 210511-GIR.DWG SEE SHEET GIRR-1 FL$5p-2712ACI± �• d CO ♦ � FL III =27 - = 1 ,i ° :&,�•:� ' HORIZONTAL SCALE IN FEET r , N1 p 15 N8 � Q 40 20 0 40 80 120 x 4. 1221 P (v%1) 2711 3±- 14 J SCALE IN FEET fl I F\ 11: 4:'8 P @Eve ad"S)=2712.28± R , PIPE ON ONE) 16 12 13 s ', / 232.04 LF 12"PVC EX,IRR BOX �°a x BLK 11 � a ♦ � @ 0.30% RJM=271525 , r ' BLK 8 m � � � 12 1PN (D� 27 9 �.:'-_ 1 k \\ # ; \/,,. VERTICAL SCALE IN FEET 12' P,r I&)&`S}=2712.15 (FIDE ON ¢il �gy GIRR MH 6 I / 4 2 0 4 8 12 - STA 7+65 30Ole 0 Ik HEADGATE `, 4 � RIM= 271 . 0 80 �, 5 _ 12 I" ; - °: o _. .. r s BILTNiORE ESTATES SCALE IN FEET 0 Pi 4 `} SUBD. NO. 2 4"PI a _ GIRR MH 5 9 \\ �� STA=6+48.87 15 6` •� 10 RIM= 2710.50 1 3 N7 4 A r nx NOTES 9 SUNDELL LATERAL i 112.43 LF 12"PVC "' U) op EASEMENT _ 1. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN.COORDINATE ALL WORK ofl ag @ 0.31% a �- \� cn 1 4 Fl WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO.,INTERMOUNTAIN GAS CO., O o 1s- - _ a � 4"p� i SPARKLIGHT AND CENTURY LINK TELEPHONE. 120.15LF12 PVC o to @ 0.33% N ' •.. 2• THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING � o DRAWINGS.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 14 d 11 10 ' 9 COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY J o 8 HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL fm Lai 7 CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. ' t. 6• r t' f O \\ _T N2 r z 3. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL o Z E BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE _ m UNPLATTED �� GIRR MH 7 6 BLK 8 SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC Q 1 STA=8+89.45 ' 00 L W �' w ° " SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. u, RIM= 2710.90 64. F 12 A�W1A 5 (V U Lu o m 1 C-900 PVC @ 0.31% W W ro"t \ _�: % 4. CONTRACTOR SHALL PROTECT AND RETAIN ALL EXISTING IRRIGATION,LANDSCAPING,SPRINKLERS,TREES,ETC., N W o 0 �• - ,.�_�-.m_a»°- .., � , » »- m ' d dd ' AND RESTORE DAMAGED ITEMS TO ORIGINAL OR BETTER CONDITION. v w _ d •- 1� d- Ej t 9_ G ° CL O 8"W a N CD O •d !! ,.,�� r CD 5' • LL r r e m _ KEYNOTE ITEM LIST 0 < a° UJ � .. •m-r 80 �tSP GIRR MH 8 d s= S RINOS DR REMOVE AND DISPOSE OF EXISTING CONCRETE IRRIGA0 TION BOX,PIPE AND HEADGATE. m UJ STA=9+57.45 = 1 I d .• COORDINATE ALL WORK WITH NMID PRIOR TO REMOVAL AND DISPOSAL. w '' • a o C)` ! :` d,._. BACKFILL WITH STRUCTURAL FILL AND COMPACT AS NEEDED.REPAIR ANY DAMAGE TO o RIM= 2710.90 �• uj SUNDELL LATERAL AS SPECIFIED BY NMID• �. m CD J • � uj 12 E � -� REMOVE AND DISPOSE OF UNSUITABLE SOILS IN BOTTOMS OF EXISTING DITCHES AND SWALES o c !! N AS NEEDED.REPLACE WITH STRUCTURAL FILL.SEE STRUCTURAL FILL NOTE ON SHEET GRD-1. , Lu EE 115.67 LF 12 PVC • Ea \ N3 REMOVE AND DISPOSE OF EXISTING IRRIGATION PIPE. ar g 01 \ BLK 11 8 N4 RETAIN AND PROTECT EXISTING IRRIGATION DITCH. SS�� Fij/C / DENS N ' N5 RETAIN AND PROTECT EXISTING IRRIGATION PIPE. f N6 INSTALL END SECTION AND TRASH RACK AT END OF PIPE, \ GIRR MH 9 ' f STA-10+77.12 ;' ? N2 r s FOR PRESSURE IRRIGATION AND GRAVITY IRRIGATION MAINLINE CROSSING CONFLICT Z SUNDELL LATERAL - - N7 SEE NOTE 28 ON SHEET PIRR-3. `p�3 EASEMENT �\ �` RIM= 2712.00 = ' N7 r 5 45 9r� \ y �� of o • �\ `��•.� s N8 CONTRACTOR SHALL RESTORE ALL D GED DSGAPING, y .�� o SPRINKLERS,ETC.TO ORIGINAL OR BETTER CONDITION. M. S \ \ 82.00 LF 12"DIP � 12'UNV=21 �,_-- TM WILLIAMS �� s r. + O O PIPELINE MARKER M M J � � W 24 GAS -24"GAS- `�-__ �_ r - ._ -� WILLIAMS ,� . - \� 6np WILLIAMS PIPELINE NOTES N 12 I� _21, _ � PIPELINE MARKER WILLIAMS 10 �_.- C!) O !! \ PIPELINE.ARKER F O N 22 GAS � OD 22"GAS ,�� 1. ANY CONSTRUCTION ACTIVITY IN THE WILLIAMS PIPELINE RIGHT OF WAY IS REQUIRED wO \\ - , , _ \ TO BE MONITORED BY A WILLIAMS PIPELINE REPRESENTATIVE AT ALL TIMES. = LL. WILLIAMS 1 _ _®_-_ \ PIPELINE MARKER `� \ �\ _ -- N3 6 N4 - __®_ -__ ®-_-----------®____- ---_----------------_------m------- -- � Q O " �� - - �-' - - - - - ®®- - --®------�------------- -_---__ 2• CONTRACTOR SHALL CALL 811 PER ID 0 STATE LAW. -- - - - - - - - -- - - -- - _ _ 10) � ZO 3. WILLIAMS PIPELINE CONTACT INFORMATION: Q Q M to -� 3&� PN =2712,12- t E ,� €x fi \\� \� BRENDA MARSHALL w p,��2tt''pp ��, � �2 }}r�-��fl�ry f� ��.w.[[ d I ° N3 w ,I v ,2 s ,IC 2 .0.1-® v v v _\ O o� d_Y.t I�"�Li6-I_LY �El E 9 N r\ OD THESE PIPES AV'F BEEN BUIRIED• �� _� �_ \ \ \\ GRAYCLIFF ESTATES PIPELINE TECHNICIAN SR. � w O UNPLATTED I STA=11+95.93 \ \\ \ `�\ CELL:208-870-0149 �' GIRR MH 10 � 12"INV= 2710.91 � \ v '�� SUBD. N0. 2 w a) N c r \ \\�'�\ \\ \\\\ BOISE DISTRICT OFFICE: s STA=11+63.12 1, 1#-, \ \ ,rt 1301 S.LOCUST GROVE RD. �- RIM= 2712.30 i 1 30.81 LF 12"PVC + i b @ 5.22% MERIDIAN,IDAHO 83642 OFFICE:208-884-4300 LU •20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 1 W 2716 2716 0 v- - � O GIRR MH 9 GIRR MH 10 a FINISHED GRADE STA= 10+77.12 STA= 11+63.12 a' V N � ~ GIRR MH 6 GIRR MH 7 GIRR MH 8 AT CENTERLINE RIM= 2712.00 RIM= 2712.30 STA= 7+65.30 STA= 8+89.45 STA= 9+57.45 -- N6 0o Z 2712 RIM= 2710.80 RIM= 2710.90 RIM�2710.90 - - - 0 LF 2712 1 15.67 LF 12 30� • +� 64.00 LF 12"AWWA 12"PVC @ 1' ~� STA=11+95.93 M z 120.15 LF � 12"PVC @ 0.33% C-900 PVC @ 0.3- zo 12"INV= 2710.91 1% Lu ~ O Lu 2708 ,! w 2708Lu 6 PI --w o o � "CD I M C•7 N 22 GAS PIPE ---- o o WILLIAMS 1400 0 0 30.81 LF 8''W `='- N r- MAINLINE N N 12"PVC @ 5.22% W O _ C)C� 4"Pi mcn � � n II � m U a t� r..: P.:® ® N N o > ® > w 2704 � � � � EX.24'GAS PIPE > - - 2704 �' c" 11 II c-\j WILLIAMS 1401Lu 11 T Lu z M - =o r r LOOPLINE r 0. - o > > y ® > > � a > z c� c\a W G - -_ r N r L c\j- ♦� r y � r 2700 r 2700 1"=40' 1"=4' SCALE HORIZ vEFiT 8"S DATE 03/25/2024 2696J 2696 PROJ. NO. 210511 1 GRAVITY IRRIGATION - PRIVATE DELIVERY SHEET 11 OF 15 2692 2692 GIRR�2 •20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 210511-GIR.DWG HORIZONTAL SCALE IN FEET 40 20 0 40 80 120 J SCALE IN FEET EXISTING ?\ - 12 '� 924o PI VALVE23 :- \ V , \ ! 4 I N6 \\ \ f + ! 1 ' P6 EXIST. � N3 \� `; ' `0r. `de 0 q \ �a.. _ ., � a PRESSURE IRRIGATION KEYNOTE LIST BILTMORE ESTATES / P4 jr' `' f ITEM DESCRIPTION O N SUBD. N0. 4 E�asT. ��' \::_ o'� a, U) N EXISTING I } 1 / \ .� , ' AIR RELEASE VALVE-INSTALL WHERE NEEDED LO PI VALVE N3 4 em _ c8 SLEEVE 8°°PVC AWWA C-900 M ® �\ set .� �+.:- �. � � ` \ — —� 4�� r _ C1 SLEEVE, PVC,AWWA C-900 _ _ ,� ..A 4 —SIN N3 ��e� \ , % x \ PRESSURE IRRIGATION MAINLINE DRAIN o \ \\ N1 N3 P4 N3 `` `' �� ` ` f �, \ EXIST. EXIST. *} � ' E9 ELBOW,4 , 11 1/4 �; 1 c �V BLK 5 �` f gym" \o�� ' �,; o � E10 ELBOW,4",221/2° o CD CD ��\ \ ✓ ' `= 'y a_• \ E11 ELBOW 411,450 — 8, 5 oc \ '' ii _ \ \ 1 ELBOW 4°' 90° W w suN®ELL LATE BLK 5 6 ' l - \\ "_" ® N co G P6 � �� -�.W E13 ELBOW 6 11 1 4 p w~ Lu Lu EASEMENT \ �\ i BILTMORE ESTATES \ " / ° z 2, 10 9 8 7 ` o N � � O SUBD. NO. 2 14 ELBOW s° 2 12° 0 � '� C W 2 LO C, q \ �J► a ��Q•% \ _ _@ \\ �i \ 15 ELBOW,6 ,90° `v z = v A � CD �� PRESSURE IRR. MAIN 4" PVC CL-200 0 0 ° , e P6 PRESSURE IRR.MAIN 6°` PVC CL-200 . - o �:g ;e a a a O o �; � -- -\ - •- • •"' � -tee.,=:�, �� '� ', `4' ��-�y� � S1 IRRIGATION SERVICE,3/411 � w \ TB 10 LF -• _ " ` �y\ EAST ® \ IRRIGATION SERVICE, 0 c„� z _ = :'•. :: = .��-�y�\' LLJ a\ E15 _ 8� i - \ , :� '`�`, P4\ ,` w*'o T5 TEE,4 x 4 x 4 w m W t ` E15 -- q,, a i' . w \ W ,. 0 p \ \ \ eI�/�J v� =°.2-. TD � ,�� ':g_ �. t�`; \`}'w � el II � —, w 8e1� 8 YV -,1 • : 1] E1�2 N6 ,,`'`�-,� ,�' �.\s ,�e.,�: '\ � TEE,6 x 6 x 411 O � O � VV E, O \ P.C.C.THRUST BLOCK AS REQUIRED EVEN IF NOT SHOWN). a\ \ 1N.BUROAK DR. — o\ — N5 N1 N: °eF�v \ , \ TB ( ) LL = o �v - o23 Bus ..�: ,• el!C, , V4 VALVE,4"GATE M C W UNPLATTED \V s - s2 �� ,e \_,� ."--• �� ' -tl �� N9� �� `�e � V6 VALVE,6 GATE ~ `° \ \ < C1 66 LF �, ' s.:' : : 16 8 �= _ _ _ � - 18 LF AFTER AGENCY HAS CLOSED ALL NECESSARY EXISTING VALVES 6 AL THE CONTRACTOR SHALL REMOVE THE EXISTING PLUG/CAP AND $�0 ®c - P4 % TB 12. s _. t . • .; `° e % ,;%' THRUST BLOCK TO COMPLETE THE INTERCONNECTION AS SHOWN. e N 1� P = 4 = °� •, .. `` % ��• DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND -\ N4 V6 E15 15 N6 > _ ` � :�:. W:; EXISTING ' , �� ,�, ��. �� N2 RECOMMENDATIONS. AS REQUIRED EVEN IF NOT SHOWN). 10 LF PI VALVE � ( ) CONTRACTOR SHALL VERIFY EXISTING PRESSURE IRRIGATION SERVICE IS ��► `�'��IaS -a El 14 �' " `° INSTALLED AND MARKED PER NAMPA-MERIDIAN IRRIGATION STANDARDS 9rF 4F G o z \ 16 13 a F 1� ` \ 12 REMOVE&DISPOSE OF EXISTING PIPE STRUCTURE AND HEAD GATE ETC. ' S \ ` BLK 11 RESTORE AREA TO ORIGINAL CONDITION OR BETTER. BLK 8 S1 FOR PRESSURE IRRIGATION AND GRAVITY IRRIGATION MAINLINE CROSSING CONFLICT SEE NOTE 28 ON SHEET PIRR-3. 5 BILTMORE ESTATES: '°\� � o 1 \�\ i .' �'-.\ SUBD. N®. 3 �`� ''•-. � N6 CONTRACTOR SHALL RESTORE ALL DAMAGED LANDSCAPING, o 0 _ S1 ` _4_ e �\ o SPRINKLERS,ETC.TO ORIGINAL OR BETTER CONDITION. w 0 s1 BILTMORE ESTATES \ �, N o\ E9 197 4 Pl E9 TB 6 � �� ,�,.� (/� o i r SUBD. N0. 2 �-`�\ `/ CD 4 M - e ct II P ''� , V4 S2 4 Pt , ° -� `�a `77 f ti W �- E9 — w P6 1 1 12G1R TB . Z t- 36' 66 LF S1 T5 TB E �;.k�— ;� e \ (!) CI CD C8 21 LF _, N5 9 a f f _ ° e 0 _• - :ram, ` '-1 ' .:"�''s. ,,,. (% �aa a(� e .,y . 7 0 ' \ 8 LF , , \` \ L ao 1 701 F - 4,IPI 66 , - � Q SUNDELL LATERAL :�.� 175 LF � 44 °.A o CD EASEMENT P4 S1 \ / 0 S1 i� �� , I• W TB r ,4 �.. V4 cU--, °"-- E12 S1 "P� 11 tl�4., � \ / o Q"p� P4 TB — ` f 10 � A 4t n e SIR P4 233 LF S cs► � �- EXIT �� ` `� N ^F v • ,,beer ul 4 10N6 1 \', QSl 8 70 LF 4„PI 3 \ S1 6 c� N1 S1 P4 E9 TB S1 = N E9 TB S1 �F P6 y � \ E12 \ ' 6 TB E�STING 5 t \ Z 0 oo BLK 8 PI VALVE l CL SEE SHEET PIRR-2 m Z O W � Q NOTES: PRESSURE IRRIGATION LEGENDa: C� 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 4uPl EXISTING PRESSURE N WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO IRRIGATION LINE Z W EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 200 LF 1-800-342-1585 PRIOR TO EXCAVATION. CONSTRUCT PRESSURE O � IRRIGATION LINE&SERVICES U 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN. CONCRETE THRUST BLOCK U � VALVE LaL.I 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE.CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. SLEEVE(AWWA C-900 OR C-905) G 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING SUBDIVISION FENCE LINES. 40 LF (see keynote list for size) 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. o-- DRAIN 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED&MAINTAINED BY THE HOA.THE BACK-UP SOURCE IS A P.-- AIR RELEASE VALVE SCALE 1"=40' CONNECTION TO MERIDIAN CITY WATER(CONSTRUCTED AS A PART OF BILTMORE ESTATES SUBDIVISION NO.1). DATE 03/25/2024 7. THE IRRIGABLE AREA IS 56,523 SF(1.3 AC.). PROJ. NO. 210511 SHEET 12 OF 15 210511-PIR.DWG N HORIZONTAL SCALE IN FEET 40 20 0 40 50 120 J G SCALE IN FEET l SEE SHEET PIRR-1 ■ >' \ S1 ILK } BLit 8 Si Si TB TB si BLO \a\ \ s1 BILTMORE STATE ° PRESSURE IRRIGATION KEYNOTE LIST ESTATES s., \ E9 E12 P4 197 LF 4"P1 E9 TB \@ ., �"° �'° \, \°, �. \ m SUBD. NO. 2 \ \: \ z V4 S2 4'Pt _ \ \ °a �°� ITEM DESCRIPTION o ,\ P6 E9 e, • ° l ` to N AIR RELEASE VALVE-INSTALL WHERE NEEDED 15 66 LF � e^ 10 12 G��TB E9 � �/ � � �� ` �� :ti- 3 f �,4. °� "� � ��° — 3 s1 T5 O E9 TB ®° \ \° \ C8 SLEEVE,8"PVC,A A C-900 c'' Cs 21 LF N5 • � <�� V OC o = 8 LF r; ;a/ II e ��, A \ C1 SLEEVE 12 PVC AWWA C-900 4191 175 LF 66 LF � � �� ,� � � �, ;�, J SUNDELL LATERALy \ x .� TB `' s `'aG � O PRESSURE IRRIGATION MAINLINE DRAIN EASEMENT P4 S1 ° .: \ � --\ C� \ v ' ' \\ V4 d'- E12 S1 Si 4"PI u, '� �\ �"• R "t \ E11 `.r -° , � EB ELBOW,4°',11 1/4° J o u6 �\ 1 Q�®pt 115`� P4 , � Y \�^�®:. �` E10 v '' 9` \ °I 1 - SiELBOW, 2 / t P4 23$LF N6 cr '` EXIST. `. E10 W,4 ,2 1 2° o o 44 C) 0 P4 E11 ELBOW,411,450 Q o z Si �a • _-.�.el.a..lel� N6 _ '3'1 •- 14 -° 0 11 10 .�k ` � a� � _��. 1 ELBOW,4'°,90° L.L. N � � y e 9 II s o ® c \\\ $ 70 LF 4 PI 63 �� fV1 � �' ``, II ° W S1 E13 ELBOW 6 11 1 4 O - S1 oC \ 1 / 1 ri+ c� P4 S1 l�® " . N z o w O F— E9 TB Si E9 TB ��F \ .., E14 ELBOW,6",221/20 m W P6 r \ , O LO o E1 ELBOW,6 ,900 N 12 � - v t -® `�° ® 0 v5 w 6 ti t TB EXISTING <<, \ II � BLK 8 PI VALVE \ P4 PRESSURE IRR.MAIN,4 ,PVC,CL-200 O t - l UNPLATTED \ 5 P6 PRESSURE IRR.MAIN 611,PVC,CL-200 1 -* 3 m e\ W O � 4 - It7 :t S1 IRRIGATION SERVICE,3/4" O N W __ �' S2 IRRIGATION SERVICE 1 s " U Q \ 0 13 d . a 8 oz (� a LLI t ` a d T5 TEE 4"X 4"x 41' w LAJ '4 • -•e- ...F m� .' t J Cn -d O T a• ��`` i e — ti S _ 8,'W SiS1 _ W.OAK SPRINGS DR. •` - d� `` '. TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN). o o -.' `� - c o e 811� ••,.v "F Q • �' i` ,5'E" c �� Aga�,°�'�� Q L�y,J ,- E p 8' a ®___ V4 VALVE,4"GATE W LD • `t "' — - Q Lu VALVE,6'°GATE 1 8" S $ AFTER AGENCY HAS CLOSED ALL NECESSARY EXISTING VALVES, THE CONTRACTOR SHALL REMOVE THE EXISTING PLUG/CAP AND W OAK SPRINGS THRUST BLOCK TO COMPLETE THE INTERCONNECTION AS SHOWN. \ 12 JJFloo N2 DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND 5 20 EMERGENCY ., O RECOMMENDATIONS. (AS REQUIRED EVEN IF NOT SHOWN). ACCESS RD. _ *- ILTMORE ESTATES :-'a: =•� .. : •= ' ' SUBD. NO. 3 N3 CONTRACTOR SHALL VERIFY EXISTING PRESSURE IRRIGATION SERVICE IS �j► `p�, P �� E13 TB -• o INSTALLED AND MARKED PER NAMPA-MERIDIAN IRRIGATION STANDARDS. y� r Of 9 8 }: � FF� MILK 11 REMOVE&DISPOSE OF EXISTING PIPE STRUCTURE AND HEAD GATE ETC. ' �w \ cis N4 36 �, RESTORE AREA TO ORIGINAL CONDITION OR BETTER. a 24 LF G1 r 720` tl' t FOR PRESSURE IRRIGATION AND GRAVITY IRRIGATION MAINLINE E14 TB rg s O CROSSING CONFLICT SEE NOTE 28 ON SHEET PIRR-3. e� SUNDELL LATERAL \ -° '' G � o E15 E15 41 LF �' �� \' CONTRACTOR SHALL RESTORE ALL DAMAGED LANDSCAPING, o 0 EASEMENT \ Si 21 LF S2 5 2 Ng cb E V \t \\ �, Si S1 3E _ SPRINKLERS,ETC.TO ORIGINAL OR BETTER CONDITION. w co a\ E15 TB P6 N2 N2 _ s1 \ �_ 0) e , 7LF 7LF 4 �j, ems. 167 LF 11 E13 p ° Od `� 6 PI :57 LF° 11 30 LF S1 EXISTING U) c0 o \\ q 6 PI 53 LF �: \ 0 N - -- - � --=.�— -- - - - - - - - - - -- - - - - - - — PI VALVE \ `. \ P6 `� EXIST W O 10'PAVED E15 N5 �, '� wLL �'°� \�\ PATHWAY E15 S1 \ P6 \ TB �� WILLIAMS �\ N1 N6 — `� ap S1 PIPELINE MARKER \ �`° - :: 30 /jr� 70) NNI :O .Q- S1 � z /�wMy//� 2411 GAS _ 4 GAS- P6 �, -- - \ , CC <j \ WILLIAMS � \ \� 60P1 � E13 _ Si TB S1 13ti� 6 P' �� 4 z � � � � � E13 ' � PIPELINE KER WILLIAMS PIPELINE EASEMENT WILLIAMS ' A,` 0 a: II = �_\ \ ` B1 °,� OD PIPELINE MARKER 1 p 115 LF 51) W 22 GAS �>- \ \ 22 GAS �, - N \ T �. WILLIAMS \A .................. �_---I' ----— � �®® � _ � � ��-�b''` `_ 0 � - PIPELINE MARKER �/ \ \ _—� ! -� _--,___—__ --.____.�----- ---------------------------------- --- —�__------------------------- ------------ CC, _ f`,��`I � r�� ,� 0 O t — � r. ----------------- � a .. 57 .a- UNPLATTED I I \ \\ \° \ \\ GRAYCLIFF ESTATES ,;. SUBD. NO. 2 / /--- f ' GRAYCLIFF ESTATES & SUBD. NO. 1 a. om z 7 0 � Q zz C3 NOTES: PRESSURE IRRIGATION LEGEND WILLIAMS PIPELINE NOTES 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 4"PI EXISTING PRESSURE 1. ANY CONSTRUCTION ACTIVITY IN THE WILLIAMS PIPELINE RIGHT OF WAY IS REQUIRED N WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO IRRIGATION LINE TO BE MONITORED BY A WILLIAMS PIPELINE REPRESENTATIVE AT ALL TIMES. z uj EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 200 LF 0 a:1-800-342-1585 PRIOR TO ANY E(CAVATION. CONSTRUCT PRESSURE 2. CONTRACTOR SHALL CALL 811 PER IDAHO STATE LAW. (- IRRIGATION LINE&SERVICES IU 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN. ► CONCRETE THRUST BLOCK 3. WILLIAMS PIPELINE CONTACT INFORMATION: U) Cn 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE.CONTRACTOR SHALL __;__® VALVE BRENDA MARSHALL____= PIPELINE TECHNICIAN SR. uW INSTALL A SERVICE TO EVERY LOT AS NEEDED. SL4 SLEEVE(AWWA C-900 OR C-905) CELL:208-870-0149 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING SUBDIVISION FENCE LINES. 40 LF (see keynote list for size) BOISE DISTRICT OFFICE: � �I1 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES, o-- DRAIN 1301 S.LOCUST GROVE RD.MERIDIAN,IDAHO 83642 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED&MAINTAINED BY THE HOA.THE BACK-UP SOURCE IS A o--- AIR RELEASE VALVE OFFICE:208-8844300 SCALE 1"-40' CONNECTION TO MERIDIAN CITY WATER(CONSTRUCTED AS A PART OF BILTMORE ESTATES SUBDIVISION NO.1). DATE 03/25/2024 7. THE IRRIGABLE AREA IS 56,523 SF(1.3 AC.). PROJ. NO. 210511 SHEET 13 OF 15 PIRR�2 210511-PIR.DWG PRESSURIZED IRRIGATION NOTES 1. NOT USED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE DUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIROMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY,PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MINIMUM DEPTH OF TWO-AND ONE-HALF(2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT,ACHD AND ENGINEERING SOLUTIONS,SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. O 3" SDR 21 PVC RISER EXTEND 18" ABOVE GROUND 12 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND O 3" x 4" x 6" CINDER BLOCK {OR EQUAL) 11 Q IRRIGATION)SHALL BE A MINIMUM OF TEN (10) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER ,,., U m MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN O 4" or 6" x 1" SADDLE MINIMUM 9 = O N ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 N OF THE WASTEWATER RULES (IDAPA 58.01.16). 4 " " 1' LOT ,� 5' i O 4 or 6 MAIN LINE MINIMUM o W Ql oc C o 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A O 1" BRASS PIPE MINIMUM OF SIX(6) FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS19mow = C:) O THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 g 1° J 200 PSI POLY 18" ABOVE GROUND 5' BACK LOT m OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 10 PVC RISER 58.01.16). 1 1" BRASS CURB STOP 3 SIDE LOT {.ems} Lu O z aim -� O L PRESSURE IRRIGATION PIPELINE - o w 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE 0 (2) INCHES WIDE,METALLIC RED IN COLOR,WITH THE WORDS 8 ROCK CHIPS 1 SEEP FOR SIZE OF PIPE 0 N C E TAPE BETWEEN SIX(6)INCHES O J ® `� DANGER UNSAFE WATER OR NON POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH.PLACE THE ( ) TYPICAL PIPE LOCATION � ®� BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. 3" FEMALE ADD W W O NOT TO SCALE N > MU 0 W = = 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON POTABLE 10 LOCATER MIRE N C ui " Cl WATER. 6 0 � ui v � � Wy N WWc' 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. 11 3" PVC PLUG 3 5 C�-, THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,PRIVATE ROADWAYS " ) ~ 12 MARKER, STEEL 1 POST 0 22 AND TRAVELWAYS. 4 Q P Z ® O 9. ENGINEERING SOLUTIONS SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION u I N AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT.FORTY-EIGHT(48)HOURS ADVANCE NOTICE IS REQUIRED. 8 2 0 �--- �, �W10. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES.WHERE PRESSURE IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN 00 < Q v w o ORDER TO CROSS A STREET,THE DOMESTIC WATER SERVICE AND PRESSURE IRRIGATION MAINS MUST BE ON OPPOSITE SIDES OF A LOT. MODIFIED TYPE A RISEREr SHORT SIDE SERVICE cc cc --I 11. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY(150)POUNDS PER SQUARE INCH(PSI)WITH ALLOWABLE LOSS IN NOT TO SCALE0 CD 0 ACCORDANCE WITH THE SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC. U. cc> a ® o � 12. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL COMPLY WITH THE NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD yj = W SPECIFICATIONS FOR PRESSURIZED IRRIGATION SYSTEM-LATEST EDITION,EXCEPT AS MODIFIED HERE ON. DOMESTIC WATER METER BOX COVER 13. ALL PIPE SHALL BE PVC-CLASS 200-SDR21 OR BETTER. PIPES THREE INCHES AND SMALLER SHALL BE SOLVENT WELD.PIPE FOUR OBLITERATE WORDS "WATER M " FORD NO. �D14AL INCHES AND LARGER SHALL HAVE MECHANICAL JOINTS. X43 CAST IRON WITH 12 1/2" LOCKING LIDS �GENS 14. MINIMUM DEPTH COVER OVER ALL PIPE SHALL BE 301. \��\� \�� 20" PVC 15. MINIMUM COMPACTION SHALL BE: 1 " " " 13 \��\� \�� 1 1 2 CURB STOP z a 3 SDR 21 PVC RISER EXTEND 18 ABOVE GROUND \ \ \ VALVE SUCH AS �>► �' 305 A.95%IN RIGHTS-OF-WAY. 12 " / � �� FORD B11-666SW y qr 0� P v� B.85%EVERYWHERE ELSE. O 3" x 4" x 6" CINDER BLOCK {OR EQUAL) 1 1/2 B S PIPE \ \\� " �FF� ,�� 16. CONCRETE THRUST BLOCKS SHALL BE REQUIRED AT ALL TEES AND BENDS AS SHOWN ON THIS PLAN.ANGLE FITTINGS REQUIRED AT ALL " " " 10 1 1/2 PVC PIPE �• S CHANGE OF DIRECTION OF PIPES OVER 11 1 4®WHERE SHOWN ON THIS P O 4 or 6 x 1 SADDLE MINIMUM / " " 00 17. ALL SERVICES SHALL BE PLACED AS SHOWN O THIS PLAN.THEY SHALL EXTEND PAST PROPERTY LINE INTO LOT AS SHOWN ON DETAIL. O 4 or 6 MAIN LINE MINIMUM \\� \�\\�\\X� o O O�nn0O\� o 0 5 ° ®° ° o o°oZs0oo4 T 18. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL OTHER UTILITIES BEFORE INSTALLING THE IRRIGATION PIPE. O 1 POLY PIPE 200 PSI \ \ o oo®° 0 �0 00 0®00 \ 00 �\ Oo ° ® ®O 0°p°Do oul w M /o o �O o O� 00° ° COD o ° °o / 1— 0) 1.LOCATION F ALL LANDSCAPE LOT SERVICES WITH OWNER PRIOR TO INSTALLATION. O 1" 200 PSI POLY 18" ABOVE GROUND /�\��/ ��\/OQ® o°O®Qo®Oo�\� co 19. CONTRACTOR TO VERIFY LOCA N 0 LA 11 o 7 0 00 \ 20. WHERE PIPE MUST BE DEFLECTED TO KEEP ALIGNMENT SHOWN ON THIS PLAN,THE CONTRACTOR SHALL NOT EXCEED PIPE O 1" BRASS COMP. COUPLINGS " MIN. 12" DRAIN ROCK MIN. 1 CU YD. W w 0 MANUFACTURERS RECOMMENDATIONS. UL O 1 BRASS CURB STOP 1 AT BOTTOM OF VALVE DRAIN ROCK � � � o FOR SUPPORT c --I co 21. ALL VALVES MUST BE AT MOST 101 FROM THE STREET RIGHT-OF-WAY,UNLESS OTHERWISE SHOWN. DRAIN VALVE 0 O -- o ROCK CHIPS NOT TO SCALE � Q M 22. ALL VALVES AT STREET CROSSINGS SHALL BE ON BOTH SIDES OF STREETS. " � 0 w 10 3 FEMALE ADD. O 0 a 23. CONTRACTOR SHALL INSTALL PLUGS AT END OF FITTINGS THAT SERVE AREAS NOT INCLUDED IN CONSTRUCTION OF THIS PHASE. 3 7 5 7 8 $ N 11 LOCATOR WIRE 24. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PIPE LENGTHS SHOWN ON THIS PLAN BEFORE PIPE INSTALLATION. " o 0 T 12 3 PVC PLUG 4 I L 25. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING DISTURBED FENCE AND LANDSCAPING IN ORDER TO INSTALL NEW SERVICES. EACH HOMEOWNER SHALL BE NOTIFIED AT LEAST 24 HOURS BEFORE ANY PROPERTY DISTURBANCE. 13 MARKER, STEEL 1" POST 9 2 26. RETAIN AND PROTECT ALL EXISTING UTILITIES AND IRRIGATION FACILITIES. 27. CONTRACTOR SHALL INSTALL A DRAIN AT ALL LOW POINTS IN THE PIPE AND A PRESSURE RELIEF VALVE AT ALL HIGH POINTS IN THE PIPE (EVEN IF NOT SHOWN). "MODIFIED" TYPE A RISER • LONG SIDE SERVICE 28. WHEREVER THE PRESSURE IRRIGATION LINE CROSSES THE GRAVITY IRRIGATION OR STORM DRAIN AND THERE IS A CONFLICT,THE NOT TO SCALE z PRESSURE IRRIGATION LINE SHALL GO BELOW THE GRAVITY IRRIGATION OR STORM DRAIN AND A DRAIN SHALL BE INSTALLED AT THE o W LOW POINT OF EACH LOCATION,UNLESS THE PRESSURE IRRIGATION LINE CAN GO OVER THE GRAVITY IRRIGATION OR STORM DRAIN AND STILL HAVE A MINIMUM COVER OF 3U. �--- S O 29. CONTRACTOR SHALL INSTALL PRESSURE IRRIGATION LINE TO DEPTHS THAT MATCH THE FINAL GRADING PLAN WITH 30"OF MINIMUM � C3 z COVER. � cca 30. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT INCLUDING COMMON LOTS,EVEN IF NOT SHOWN. ~ cr) Z Lu � 31. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING 'n 1= cf) CONSTRUCTED. Z O co Q 32. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE Cn PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND W Lu W THE CITY OF MERIDIAN WATER DEPARTMENT. U) w a SCALE NTS DATE 03/25/2024 PROD. NO. 210511 SHEET 14 OF 15 PIRR�3 210511-PIR.DWG MONITORING WELL, 151 11 MONITORING WELL, INSTALL LID TO GRADE(TYP.) INSTALL LID TO GRADE(TYP.) SEEPAGE BED KEYNOTE LIST z _ ITEM DESCRIPTION I I=III=III=III=III=1 I = 0 - 1=III=III=III=III=III Ro 1 Y�"-2"CLEAN DRAIN ROCK. MAXIMUM ELEVATION �� a c y�c �' 1 MAXIMUM ELEVATION FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR"FILTER S D"-SEE TABLE 1 OF OF ROCK= 2707.00 Nwf c Nth OF ROCK= 2709.00 Sa THE ISPWC. Nw1 Nwf Nwf Nwf 8 ` o' Ro Ntirf NON-WOVEN FILTER FABRIC TOP&SIDE PER ACHD REQUIREMENTS(SECTION 8200,PG.32) ® 18" PIPE PERFORATION OP HALF DETAIL '� 18"PERF. (TOP HALF) �" } co (T ) 18"PERF. (TOP HALF) ADS N-12 PIPE. ADS N-12 PIPE. oo lo 18A11NV. R® SEE DETAIL,THIS SHEET SEE DETAIL,THIS SHEET R® 181FINV. SITE NOTES:oo NOTE: =2704.20 0 0 2706.50 18110 PVC PERFORATED DRAIN PIPE.PERFORATIONS SHALL BE IN BOTTOM ELEVATION OF `'`� BOTTOM ELEVATION OF 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN FACILITIES. ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD ROCK= 2698.00 ROCK= 2700.50 12 ,. REPLACEMENT. 0 ADS N- - r 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM.ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED FROM TOP HALF(ACCEPTABLE PIPE REPLA - °1 11� - HOPE PERFORATED PER AASHTO M-294). INSTALLATION. MINIMUM ELEVATION OF SAND =2696.50 - - MINIMUM ELEVATION OF SAND=2699.00 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION SYSTEMS.CONTRACTOR SHALL COORDINATE WITH ACHD FINE AGGREGATE WILL MEET THE GRADATION FINE AGGREGATE WILL MEET THE GRADATION INSPECTION DURING CONSTRUCTION FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING.ACHD IS CURRENTLY SUPPLYING THE DEVICES. ro REQUIREMENTS OF ISPWC SECTION 801 FOR MONITORING WELL PER ACHD MONITORING WELL PER ACHD REQUIREMENTS OF ISPWC SECTION 801 FOR 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR A A C-905) MAY BE PVC ASTM D 3034(SDR35)OR ADS -12HP. m "FILTER SAND"-SEE TABLE 1 OF THE ISPWC SUPPLEMENTAL STANDARD DWG.SD-627. SUPPLEMENTAL STANDARD DWG.SD-627. "FILTER SAND"-SEE TABLE 1 OF THE ISPWC Z N MONITORING WELL TO BE 1 BELOW ROCK MONITORING WELL TO BE 1'BELOW ROCK 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5'OF COVER. O 0 OR PITRUN/SAND OR PITRUN/SAND - 2t CD Lo 6. USE FLOWABLE FILL TO ACHIEVE COMPACTION WHERE NEEDED. �j M SECTION VIEW SECTION VIEW Iz O APPROXIMATE GROUNDWATER EL.= BELOW 2694.6± (NO GROUNDWATER OBSERVED) APPROXIMATE GROUNDWATER EL.= BELOW 2697-5-+ (NO GROUNDWATER OBSERVED) DESIGN INFILTRATION RATE=811/hr DESIGN INFILTRATION RATE= 8"/hr SEEPAGE BED NOTES: 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE,VERIFY WITH ACHD OR ENGINEER IF NEEDED. Z &czg aC) U: cc 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION FOR THE O m INFILTRATION FACILITY. D �W 1'(CAP END 1°(CAP END 3. IF ROCK IS ENCOUNTERED CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. N f �0 OF PIPE) OF PIPE) :�:o Q Z W IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER,CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. ® N v � � `0 mWN LJJ N.1 O 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION,INCLUDING LINER INSTALLATION. !-- N c � M ocnLu 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. ® ® I I I I z • ■ CD J 6. SEE STORM DRAIN PLAN SHEET SD-1 FOR BED ORIENTATION AND ADDITIONAL INFORMATION. wI o �CC CD L � i MONITORING WELL TO BE MONITORING WELL TO BE uj I ui a_ I CENTERED BETWEEN PIPE AND CENTERED BETWEEN PIPE AND I o I O o OUTSIDE OF BED OUTSIDE OF BED 0 W C C�! z -A °�co 4\82:cm O ® O 0 J 0 0 2C, oLu Ro > Ro Ro Ro o NCA�j� cn CD I I I I S Lu oNAL CD NOTE: CDE�S Foci ICI ICI . • o� �� co GEOTECHNICAL INFORMATION PROVIDED BY NATURAL RESOURCES o'o ' II SOLUTIONS,LLC. ( '_ I - BEGIN REPORTS DATED:NOVEMBER 29,2013. BEGIN - • J,A3 PERF.PIPE PERF.PIPE Foc ®Co ck e • • -. / F�Jw Sp a &SIDEWALK Rp` ETF ,O I I ` �QCU .• �� - 1' 5"CONCRETE 1' •A� - / LANDING 1.5%MAX. LANDING • j ® C) o SLOPE `- �_ SEE PLAN VIEW SEE PLAN VIEW �-- �, y j o OUTSIDE BED OUTSIDE BED - ® . - 4 /\��\� cn 50'MIN. 50'MIN. j�j\j�/ o p o 019w j\� . / o 5.5' 5.5° 7.5' 7.5' ,.��\�\\/\\ o©o o /\� o -2 0 - MONITORING ° MONITORING \\\j/\\,/\y/may/y/�//\//�jy,/ ��\��i�\/` W Q WELL 11 /� /� �, /\r ��/ 110F 3/411 MINUS 15 WELL 4 CRUSHED GRAVEL ®CD oo PLAN VIEW PLAN VIEW TRANSITION SECTION - VERTICAL CURB AND GUTTER .40 04 < Fxzo N.T.S. N.T.S. in <00 c6 5 WIDE SIDEWALK C4 TO ROLLED CURB AND GUTTER '� 0 ^ SEEPAGE BED ##5.1 SEEPAGE BED 5.2 PER ACHD SUPPLEMENT TO I.S.P.W.C. 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D a,6`. � s`., e." �.• �s,r t .� `.^ r,.ys'£t..f�� ,, .�/'l�eFr,.�,.rt..s� F ♦ �., � JJs�s.r ses , r �',, a` �,f / cr } F F ¢ TO 95%OF MAXIMUM PROCTOR DENSITY GRASS PAVERS,PER NDS TUFFTRACK TT24 LIJ iUJI ®I OR APPROVED EQUIVALENT. to �I = 0 2'5"ASPHALTIC PAVEMENT - D 4"10F 3/4"MINUS CRUSHED GRAVEL = clu3 ROLLED CURB AND GUTTER SEE ACHD 20' WIDE EMERGENCY ACCESS ROAD co � E 14 OF 6 MINUS PIT RUN GRAVEL O N8 C6 PV SUPPLEMENT TO ISPWC SD-702 F COMPACTED STABLE SUBG E 15'WIDE PAVERS 5'WIDE CONCRETE SIDEWALK 5"CONCRETE SIDEWALK-SEE ACHD / C OR 20'WIDE PAVERS NO SIDEWALK SCALE NO SCALE SUPPLEMENT TO ISPWC SD-709 N.T.S DATE 03/25/2024 STREET SECTION - 50' RIGHT-OF-WAY PROJ. NO. 210511 3"ROLLED CURB-DETACHED SIDEWALK SHEET 15 OF 15 NOTE:LOCAL STREETS SHALL BE A SP-3 0.5 INCH 6")MIX, PG 58-28. DT� l 210511-DTI.DWG