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Home My WebLink AboutConstruction Drawings MR-RUNDACURvE ES M-mPA90,13-E-18 DIVISION NOM 2 BOOK , PAGE A PARCEL OF LAND BEING A PORTION OF THE W 1 /2 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO LEGEND 2025 � �- --- SUBDIVISION BOUNDARY SECTION LINE - - - - - - CENTERLINE NOTES CP&F INST. N0.23 4 W .VICTORY RD LOT LINE 2019-115457 26 25 1. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED EXISTING PARCEL LINE AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, BRUNDAGE ESTATES HOMEOWNERS ASSOCIATION, INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER PUBLIC UTILITY, PRESSURE IRRIGATION THE SIXTEEN (16) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL & LOT DRAINAGE EASEMENT LINE - NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND N S89'22'42"E 78.00' SEE NOTES 1 & 2 WALKWAYS TO EACH LOT. 48' 30 00' ACHD EASEMENT LINE PER 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED p�Kjlo INSTRUMENT N0. - AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, BRUNDAGE ESTATESCD N - - - - - -DN - SIDEWALK EASEMENT HOMEOWNERS ASSOCIATION, INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER Z ° Of w 12\ POINT OF FOUND ALUMINUM CAP AS NOTED THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN a St 1 S6 10 FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 00 02,70, BEGINNING �6S n " " ( ) 2j __S7801 „ p`o i.,� �?¢% 2 ® SET 5/8 x24 REBAR w/PLASTIC CAP 3. ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE o I 0 2�' -47 E __ S89'22'42"E 291.09' S89'22_'42"E 141.14��1�° 2 ?�96 F 589.22'42"E **SEE DETAIL 3** ® FOUND 5/8"x24" REBAR w/PLASTIC ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON. (n z o - 20572 sF -- - CAP PLS11118 (OR AS NOTED) - _ v w BLOCK 4 140.10 co C 0 50 100 200' 4. THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE BOISE-KUNA _ _ \ _ o i - - - - - - - -S89.22'42"E 444.50-- - - - - - - - _r., a • FOUND 1/2"x24" REBAR w/PLASTIC CAP IRRIGATION DISTRICT AND THE NEW YORK IRRIGATION DISTRICT SERVICE AREA (208 I o �, ao 0 W. HARRIS ST ** ** S89'22'42"E 444.50' W. HARRIS ST. o „ _ 922-5608). IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT THROUGH A POINT OF SEE DETAIL 2 �� - r, - - - - - - - - - - Lri SCALE: 1 - 100' O SET 1/2"x24" REBAR w/PLASTIC CAP PRESSURE IRRIGATION DELIVERY SYSTEM WHICH HAS BEEN APPROVED PURSUANT - - o• 354.08' 9 .42 ,•� COMMENCEMENT - o o - - - - �� r� o o ❑ CALCULATED POINT TO SECTION 31-3805(4), IDAHO CODE. THE PURCHASER OF EACH LOT SHALL - / z ^ �22 11947 cF 300.58'- - - - �o2� sty. I �� 36.92' N REMAIN SUBJECT TO ALL ASSESSMENTS LEVIED BY THE BOISE-KUNA IRRIGATION 1/4 -�- - -S89'22'42"E 330.58' 3932 SF M BLOCK 7 11 LOT NUMBER DISTRICT AND THE NEW YORK IRRIGATION DISTRICT. ALL UNPAID IRRIGATION ENTITY CP&F INST. N0. I _ _ [ REFERENCE MONUMENT AS INDICATED, 2021-175472 - -126.8T -78.71'-I 125.00'- 123.5'3.5' 35.92 „ASSESSMENTS ARE A LEIN ON THE LAND. IRRIGATION WATER WILL BE PROVIDED TO a ACHD PERMANENT I " W�' N89'22 42 W RM PLASTIC CAP MARKED REFERENCE EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805(1)(B). \ m ��I EASEMENT INST. NO /p ,�� 882 SF �� I o „ 00� 21.21 PLS 11118 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL I I 3 / -/�� o ^ ^ N I o� o $45'37'18"W WITNESS CORNER AS INDICATED, BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF I, / L___S89'22'42"E� o \ I 11,407 SF /' , - _ _ I r•�ro WC PLASTIC CAP MARKED "WITNESS MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL UNLESS A w v3 0�, �� 4 10'� 125.00' 16' oo PLS 11118 Z 17055 SF I f0 GREATER EASEMENT EXISTS, IN WHICH CASE THE EASEMENT SHALL GOVERN THE z J �L_ � J o 20 �0 0 SETBACK I / f �3\✓�• I ^ 8875 SF z L3 q W BRIARCLIFF DRIVE 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A vi �? �'" 15 L___S89-22'42'E_j LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS I w W. BRIARCLIFF ST. **SEE DETAIL 1**,�, M \ ^S1 I - M S89'22'42"E 50.00' Z z N �',r gL �' CURVE TABLE 0 00 ��e �* F 125.00'- �_ J **SEE DETAIL 4** ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. r p .i /S6 w^ ,M I- , i 5 0 19 I'p I n N CURVE LENGTH RADIUS DELTA BEARING CHORD 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE I o i C �' 8878 SF uo o ACHD PERMANENT -p o 7 c' �, 10826 SF i� � �`o L5 ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. o EASEMENT INST. NO. Z b ^" o N C1 57.33; 36.50; 90'00'00'n N44'22'42HW 51.62' 2025- ,)26 � I + _ 125.00'-Z� -S89'22'42'E� 10 8. LOTS 19 AND 23 OF BLOCK 1, LOTS 15 AND 20 OF BLOCK 2, LOTS 10 AND 13 = __S89'22 42_E 1685 s - - OF BLOCK 3, LOT 2 OF BLOCK 4, LOT 1 OF BLOCK 6, AND LOT 1 OF BLOCK 7 I w N89'22'42"W� 125.60' 23.5 23.5 **SEE PAGE 2 FOR DETAILS** C2 94.25 60.00 90'00 00 S44'22 42 E 84.85 z 130.27 36.50' � � I ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BRUNDAGE ESTATES 3 00 0 �00 N I;� a,; o N 18 \� N� C3 46.49' 83.50' 31'54'06" N73'25'39"W 45.89' HOMEOWNERS ASSOCIATION, INC., OR ITS ASSIGNS. SAID LOTS ARE COVERED BY � r 0 25 '� I �' �I 8ss6 a^o 10543 SF BLANKET EASEMENTS FOR PUBLIC UTILITIES AND BRUNDAGE ESTATES HOMEOWNERS "' ;��CO 12675 SF Ico N r-, �10, „S� C4 45.60' 83.50' 31.17'27" N41.49'52"W 45.04' ASSOCIATION, INC. PRESSURE IRRIGATION. I -o L___125.01'-_ �� p6�a�- 25 z L-__-S89'22'42'E-___ �, cl N68 ter, •1.10 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, F S89'56'24"W `�- �./ 1�SA$ \ , � DNp�A C5 39.07' 83.50' 26'48'26" N12'46'55"W 38.71' Z r - -166.96' 23.5'23.5' RIGHT-TO-FARM, WHICH STATES THAT "NO AGRICULTURAL OPERATION, o II 1 OLOCK 3 "',s�o�, r'd, 17 �, � ♦S'�• C6 129.48' 176.50' 42'01'54" S20'23'39"E 126.60' AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A I o W1 ,I Icf ` 16 7 s��6z 9964 SF � �� ♦ l� NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE °'a 24 \\ �', 13308 SF Srr �j� �s=\�> \Q\i� C7 146.72' 200.00' 42'01'54" S20'23'39"E 143.45' SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION N �w I 17345 SF FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSIONL �� \ ��' `�e-� / `� 16 �- �� ` 49 ♦F C8 23.21' 150.00' 8'51'55" S45'50'33"E 23.19' WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE `"I �S� s �a2D"F/ �� .5l� oo' F< 8211 SF i o � PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM ♦•S> N6a �' \ �o�-' �0 SF >> 6\\� , **SEE DETAIL 5** C9 19.5T 126.50' 8'51'55" S45'50'33"E 19.55' THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, \ / ♦ i 14°82 \�� ' `' 8 � \ 'o ♦�8881 SF p, 6 / °� S80' ' < / 6 �o` \o� �6`\ ♦ 67.20 C10 94.25' 60.00' 90'00'00" N86'24'36"W 84.85' AGRICULTURAL FACILITY OR EXPANSION THEREOF." I �5 0 \/ '� > 36 N / .0 23 6 >, �� o� °' �� / �� 15 59 E C20 S89'22 42 E 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT ,I 48' \ ' 12870 SF oo; Dr �� 8833 SF �F �� \�`? 25.31 -- C11 17.62' 83.50' 12'05'32" N54'38'10"E 17.59' / �, / /♦�� oti�-'^.> �� 8259sF /' � s ;� >,o �� o�•s7.2o' o °° WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. 2024-070384, ADER BRUNDAGE ESTATES SUBDIVISION NO. 1 2rr� �� ??, °� ° �� ~ �` s �' ti W' -� - - o ^ C12 21.67' 83.50' 14'52'02" N68'06'57"E 21.61' RECORDS OF ADA COUNTY, IDAHO. \ 4 •/\ 5� �'' ter_ 'G18 N89'22'42"W � r7 11. A PORTION OF LOT 22 OF BLOCK 2 ARE SERVIENT TO AND CONTAIN THE ADA BOOK___, PAGES ______ - �_ .O�- /1`L 660\ �� / �o `dos ;;'N --, o / p- o°� �' 8833 SF Mao C13 49.21' 83.50' 3345'58" S8T34'04"E 48.50' COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE \' ♦ 22 �� 1b S- �� , C� N89'22 42 W fn ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER C 9320 SF��p� ,- >S \� �o ��`L8se11sF °�c� `o��`�� o�� `r'� D� t` 67.20' C14 42.66' 83.50' 2916'28" S56'02'50"E 42.20' DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT N0. \\� / / �� 5� N , �� ,� / t� ./ �n �� ' c h 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY ♦oo'\ /� L1 �66' , �j• 5`� �` p�� C15 9.23' 223.50' 2'21'56" SO'33'40"E 9.23' THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE �' \ srj v ' / 9310 SF moo, 9 boo; � �5� MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO I *1 \ � , � ��,�� `? � �` 12 \' (j �o,`a o,� �O �Sst �cS C16 76.52' 223.50' 19'37'02" S11'33'09"E 76.15' p sr �`L h SF ti s 8881 SF / ti Off' �1, l•♦•O THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. \ \ `3�` �6,%>6 �� ,ho �•>, ��• C`s, O°� � O' THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE Of THE STORM / ♦oo. ti boo, �sr- �j• �� / O �� C17 78.21' 223.50' 20'02'56" S31'23'08"E 77.81' WATER DRAINAGE SYSTEM. i `, �. �,O�q;^5��0 �� oo, 8' // � ^�`�t(Kb �p6',"/y 2 8825 SF F :y C18 73.36' 100.00' 42'01'54" S69'36'21"W 71.73' 9� V 61 moo- � '``1- 19 'V` s �� ,� soo oCN 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY O </ 8698 SF, tK > >> l sr DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. \ \ ; O' \ `�� ' �`s 'o �� \ L&' \ `' oo =� C19 56.12' 76.50' 42'01'54" S69'36'21"W 54.87' > �43 O \p, N86'24'36"W s� 3 .f ��•� r� 2025-------- RECORDS OF ADA COUNTY, IDAHO. 28.28' 3 �i 8 '� r 8875 SF \i ♦ `l, o � 18 1`' ,� �rr� cn C20 60.23' 123.50' 27'56'34" N76.39'01"E 59.63' 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, I yam\ ♦ 8698 SF �� ,-^�j 0c, n 3i• `.0 6F CONDITIONS AND RESTRICTIONS FOR BRUNDAGE ESTATES, RECORDED AS "Gy \ \ / �L ��, 2 0'� �p ��• �`� LINE TABLE C21 4.28' 173.50' 1.24'54" S40'42'09"E 4.28' INSTRUMENT NO. 2025-------- RECORDS OF ADA COUNTY, AND AS SUCH MAY J' \ \ / , >� �$� go �Oo� No � moo, 8830 SF / ��, BE AMENDED. boo, �,�1`�'17 "'sy \ G�� ^�h LINE LENGTH BEARING C22 92.80' 126.50' 42'01'54" S20'23'39"E 90.73' 14. DIRECT LOT ACCESS TO W. HARRIS STREET IS PROHIBITED. I �� V ♦ �° 8698 SF o, o'� &Q 0�0 � 5� � � / ,• \ 6F SF ��, `7� � �� L1 22.63' S44'22'42"E C23 54.83' 173.50' 18'06'22" S30'56'33"E 54.60' 15. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY >> �g� ��o , L1 S05'01 35 E \ ♦ o ti' 4_ ` os L2 9.90' S44'22'42"E DISTRICT DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. ♦o ti 16 N� ��- c 21.14 C24 53.78' 173.50' 17'45'35" S13'00'35"E 53.56' 20=______- RECORDS OF ADA COUNTY, IDAHO. 00 31ED �' "'`" ° � A 8698 SF n oo � � L3 3.50' S89'22'42"E C25 14.39' 173.50' 4'45'05" S1'45'14"E 14.38' �Np� "' ��i '`ti' **SEE DETAIL 6** 16. LOT 19 OF BLOCK 1 IS HEREBY SUBJECT TO AN EASEMENT FOR THE BOISE a ' h� i�� > N PROJECT BOARD OF CONTROL AS SHOWN FOR ACCESS AND MAINTENANCE OF THE I \ \ \ / \ S, \ ca°�' �' �� p / SF' �'oo ,�o��p�• L4 47.00' SO'37'18"W C26 110.04' 150.00' 42'01'54" S20'23'39"E 107.59' CALKINS LATERAL. \ \ �� r� i�o ��o�o�, �°'� ��,ti S88'43'35"W L5 6.50' N89'22'42"W C28 17.12' 36.50' 26'52'23" S54'50'57"E 16.96' �•� as14F �, ��F�`o ��ti° ��po' �'��• 26.25 L8 17.24' S39'43'29"W \ ** %O�F` �< �� •�5 ��h �� C29 40.21' 36.50' 63'0T28" N80'09'08"E 38.21' SEE DETAIL 7** L9 23.50' S39'43'29"W 88256 F F ��, o L10 23.50' S39'43'29"W r�tr O So G1 O tK h� C10 `��'�� 25 0'��'� �� r� L13 6.63' SO'37'18"W 2 0 & s 5' ,rx'0i" ',. 8875 SF .�' i N �N N� L A Np 26 25 �� 8250 SF,cL�� G` �� OG� �� L14 12.20' S37'58'19"W 5� \STE ;� s A N2 ti �. o 5 G R CP&F INST. N0. \ � S 6ti 2023-028668 W AMITY RD. p0 e6 ��~ op ;� 13-Z G K/. 24 00'\F ��0 '`� L15 28.28' S45'37'18"W �� `�� 1 35 36 0 p ��`� co P �� 8211 SF iry� **SEE PAGE 2 FOR DETAILS** 21 ! 6� h� •`L�` 11118 �� < 11075 SF o 00, 4j L16 13.76' S84'58'25"W ��♦/, ''��o ;� 22 58 3 F ''s ,5`O000 � _ �� ^ / 11442 SFOP� E �6,♦ ts.5s'_� - N86'24 36 W SURVEYOR'S NARRATIVE ♦ �� _ ; o ' ,��y, N86* " O P� THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED 9 1 H8 32__ �Sh� ,1�0 UNp`A15ED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, BRUNDAGE � N89'3619 W 136.88 ESTATES SUBDIVISION N0. 1, INFORMATION FROM RECORD OF SURVEY ENGINEERINGERINGNUMBERS 2553, 2568, 5103, 9886, 12859, AND CURRENT DEEDS OF 28' BOARDPROJECT �' Lan 0lulti0ns RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES h FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY CONTROL EASEMENT FOR �� Land Surveying and Consulting FOR THIS SUBDIVISION SHOWN HEREON. THE CALKINS LATERAL 5 JOB NO. 24-36 231 E. 5th St. Ste. A, Meridian ID 83642 DRAWN BY: JEB / CHECKED BY: CWH SHEET 1 OF 4 MERIDIAN, IDAHO (208) 288-2040 - (208) 288-2557 fax MR-RUNDAC31-t- E ES M—mPA90,13—E-18 DIVISION NOM 2 BOOK , PAGE A PARCEL OF LAND BEING A PORTION OF THE W 1 /2 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 2025 1'�I LEGEND wl � jSEa --- -- SUBDIVISION BOUNDARY o� L- _ S89'22'42"E_141.14' 0NP�A — - - — SECTION LINE 3 CENTERLINE 1 S89'2242"E 140.10' � 11,407 SF BRUNDAGE ESTATES of _ -- -- -- -- LOT LINE SUBDIVISION NO. 1 Z -1/ 1- EXISTING PARCEL LINE c3 \ I 2 ^ PUBLIC UTILITY, PRESSURE IRRIGATION 0 4 BRUNDAGE ESTATES M 20572 SF 2 0� & LOT DRAINAGE EASEMENT LINE - SUBDIVISION NO. 1 BLOCK 4 20572 SF IN 1705s\ - - - - - - - - - - - - - - _ BLOCK 4 SEE NOTES 1 & 2 1 RIGHT-OF-WAY LINE o I CO J ACHD EASEMENT LINE PER W. BRIARCLIFF ST. _ � - o - - - - - - - - - - - -�- -------------- INSTRUMENT N0. o o RIGHT-OF-WAY LINE 00 oo - - - - - - - OTHER EASEMENT LINE AS NOTED 10 w S89'22'42"E 444.50' o o ® FOUND ALUMINUM CAP AS NOTED co I M W. HARRIS ST. - - - - - - - o N ao 'o W. HARMS ST. _ _ _ _S8_9'22'42"E_ 444.50' 0' 15' 30' 60' 0 SET 5/8"x24" REBAR w/PLASTIC CAP 02 \ M W. HARRIS ST. 90.42' o ao - ® FOUND 5/8"x24" REBAR w/PLASTIC RIGHT-OF-WAY LINE !LU SCALE. 1 - 30' #u' -o ?� �Np�F CAP 11118 OR AS NOTED RIGHT-OF-WAY LINE 'Z I M - - - - - - - - - - - - - �2 r �� 36.92' N 0 SET 1/2"x24" REBAR w/PLASTIC CAP BRUNDAGE ESTATES Z 1 \ \ lO 22 N 3 �l` Py` — — — — — I ❑ CALCULATED POINT SUBDIVISION NO. 1 0 BRUNDAGE ESTATES 1� 11947 SF \ACHD PERMANENT '1'I �� pF�� / 11 LOT NUMBER 9 I"' EASEMENT r°� — '\` �� / SUBDIVISION N0. 1 M = �� ,� / 1 �I REFERENCE MONUMENT AS INDICATED, 1 26 I - - - - - - - - - - - - - - - I 5 4 / 3932SF r;l " 1685 SF o M RM PLASTIC CAP MARKED REFERENCE 3 z CD CO / BLOCK 5 PLS 11118" 126.87' I WITNESS CORNER AS INDICATED, " C. 0n 35.92� WC PLASTIC CAP MARKED "WITNESS S89_22_42 E I - - - - - - - - - - - I �'� N89'2242"W PLS11118" 1 0.27' 36.50' N =-1 I 3 23.5' o -------------- --------------- 1225F i Z 11,407SF I i I DETAIL 1 . 1 "= 3 0' DETAIL 2. 1 "= 3 0' DETAIL 3. 1 "= 3 0' **SEE PAGE 1 FOR LINE & CURVE TABLES** iU-) 8' b Y o \ o UI o \ O 23.5' 23.5' ml �Np�P�EO ��5 \\ e3 8830 SF ��O \ BRUNDAGE ES SUBDIVISION NO 3 3932 SF I oD SF \1�• CD h / / O / s -S89'22'42"E 67.20' \ s�� ,�s��\ �� ';\,��h�� \ \ �� 16izz: �, l2 020�_----a - - -- -- �, so.� \ �� BLOCK 2 N I L3 � o0 0, tee, \ us �� Bch. �9� ,��' 20 w N O'o �� \ems~ ,!\ N o BRUNDAGE s+ '�h / \ 86764SF 8875 SF ao o � M r- 1 �:'s \ o ESTATES �� p \\ \ a I M1 A ROSADERO DRIVE N 86986F> `L \ SUBD. NO. 1 p� �UL ��,3 S� \ Y Z W. BRIAR 1 N89'22'42"W 67.20' /' G� �N � CUFF DRIVE 19 I m S89'22'42"E 50.00' 00 �Np�A w oq 1 1 8' low lb N h � 8878 SFI v3 I b' r- U' N 4435 S� 6�' �� NL�/ tCD on ----�--- ,-„ - N �� / \\shop, �'P/ I ........ N89'22 42 W 67.20 S p 11> LO C. ;`� 20 S88'4_3'35"W SNP 8250 SF \ c\ BLOCK 1 e 23.5' 23.5' M 26.25'J n pp 26 !I- / �� \ 8825 SF ��.SO //N' S/ 21 • //BLOCK 1 �� ,' 11075 SF� ,\ \ DETAIL 4: 1 "= 30' DETAIL 5: 1 "= 30' DETAIL 6: 1 "= 30' DETAIL 7: 1 "= 30' PL LAN, s G\STER�OG�-c 11118 N� 0 Ali 9TF OF ON W ENGINEERING LLA� oluiior�s SOLUTIONS Land Surveying and Consulting JOB NO. 24-36 LLP 231 E. 5th St. Ste. A, Meridian ID 83642 SHEET 2 OF 4 MERIDIAN, IDAHO (208) 288-2040 — (208) 288-2557 fax W ABS Acrylonit(ile-Butodiene-Styrene COORD Coordinate EXIST Existing STAND.A.R.D ABBREVIATIONS RCP Reinforced Concrete Pipe STD Standard 23 r ABAND Abandoned CTV Cable Television FG Finished Grade REF Reference SVC Supered Vertical Curb STREET LEGEND SEWER LEGEND 26 5 VICM ROAD uilu ACP Asbestos Cement Pipe CY Cubic Yard FH Fire Hydrant ISPWC Idaho Standards For Public PC Point of Curvature RL Ridge Une SW Sidewalk 5 30 11+00 AH Mead DBL Double FL Flow Line Works Construction PCC Point of Compound Curvature RR Railroad SY Square Yard 0+00.00 CENTERLINE STATIONING I OP-8"S- SEWER LINE&STATION ALT Alternate DI Drop Inlet FTG Footing IVC Island Vertical Curb PE Polyethylene Rt Right TAN Tangent US A I /V. BC Beginning of Curve DIA Diameter FS Finished Surface L Length PIRR Pressurized Irrigation S Slope TC Top of Curb CONCRETE VERTICAL CURB&GUTTER --W-8 SEWER MANHOLE&PIPE ANGLE 0- BK 180* Back DIP Ductile Iron Pipe GALV Galvanized UP U p of Gutter PL Property line SB Seepage Bed TEL Telephone AND DETACHED SIDEWALK,PER ACHD cc- BM Bench mark DW Driveway GB Grade Break LF Linear Foot POC Point on Curve SD Storm Drain TOB Top of Bank R"- SUPPLEMENT TO ISPWG SD-701 &SD-709 S.C. SERVICE CONNECTION -CC- BVC Beginning of Vertical Curve DWG Drawing GIRR Gravity Irrigation LP Low Point POT Point on Tangent SEC Section TOE Toe of Slope W BW Back of Walk E EASTING GM Gas Meter LT Left PP Power Pole SF Square Foot (feet) TOPO Topography CONCRETE VER71CAL CURB&GUTTER S.L. SERVICE LENGTH Z :W CB Catch Basin EA EACH GR Grade MAINT Maintenance PSI Pounds per Square Inch SG Sand and Grease Trap TRANS Transition AND ATTACHED SIDEWALK,PER ACHD S.I. SERVICE INVERT N 1/16 cf Cubic Foot EG Edge of Grove[ HDPE High Density Polyethylene MH Manhole PT Point of Tangency SP Signal Pole TYP Typical SUPPLEMENT TO ISPWC SD-701 &SD-709 cl Centerline ELEV Elevation HORIZ Horizontal MW Monitoring Well PVC Polyvinyl Chloride SPRK Sprinkler VB Valve Box CONCRETE ROLLED CURB&GUTTER AND Ow 811S- ---0- EYJST.SEWER LINE&MANHOLE ffl- co Clean-Out (Sewer) EM Electric Meter HP High Point N Northing PVMT Pavement SS Sanitary Sewer VC Vertical Curb DETACHED SIDEWALK PER ACHD NOTES CONC Concrete EP Edge of Pavement INV Invert NO. Number R Radius STS Storm Tank System VERT Vertical SUPPLEMENT TO ISPWC SD-702&SD-709 WATER LEGEND CONST Construct, Construction EASE Easement IRR Irrigation OHP Overhead Power R/W Right-of-Way STA Station WM Water Meter GENERAL CONSTRUCTION SEWER CONCRETE ROLLED CURB&GUTTER AND 8'W- CONSTRUCT WATER LINE ATTACHED SIDEWALK,PER ACHD SUPPLEMENT INSTALL DOUBLE WATER SERVICE 1. All construction work shall be done in accordance with the current version of the Idaho Standards for 9. Actual field conditions during trenching may require additional pavement repair beyond 1. Construction of the sewer system shall conform to the standards in the Wastewater SUPPLEMENT TO ISPWC SO-702&SD-709 ED UJ-U- 41'1,�i Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any the limits shown on the plans. The following conditions are listed in Section 6000 of ACHD Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in STORM DRAIN SYSTEM WITH A DROP INLET INSTALL SINGLE WATER SERVICE 9� addendums), Me6dion Design Standards, the requirements of the Ado County Highway District (ACHD) and/or Policy Manual. General Construction Note No. 1. -1 2"SD�:� AND MANHOLE INSTALL FIRE HYDRANT the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards 1). All asphalt match lines for pavement repair shall be parallel to the centerline of 0 shall be the controlling standards or specifications. the street and include any area damaged by equipment during trenching operations. 2. The ho6zontal separation of potable water mains and non-potable water mains BOUNDARY LINE INSTALL CONC.THRUST BLOCK 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where - - - - - - - RIGHT-OF-WAY LINE 811W EXISTING WATER LINE 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on Contractor shall replace the entire roadway surface. it is necessary for a potable water main and non-potable water main to cross with less CENTERLINE EXISTING DOUBLE WATER SERVICE site or readily accessible at all times during construction (available on the website). Failure to have a current 3). Contractor shall replace the pavement surface to ensure matchline does not fall than eighteen (18) inches of vertical separation, the crossing shall be constructed in UJI copy of the Standard Specifications on site could be grounds for a stop work order until the situation is within the wheel path of a lane. Matchline shall only fall in the center or edge of a accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems CS 1/16 irn LOT LINE EXISTING SINGLE WATER SERVICE S 1/16 resolved. travel lane. (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). U3 Cl) Ca Z 4). Flowable fill or imported material may be required if the native trench material is DIRECTION OF SURFACE FLOW EXISTING FIRE HYDRANT LU LO 0 04 deemed unsuitable by ACHD Inspector, does not meet compaction standards or time 3. The horizontal separation of non-potable services and potable water services or 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works Z Department on site at all times. is a critical factor. potable water mains shall be a minimum of six (6) feet. Where it is necessary for a :� > 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff potable water main and non-potable water main to cross with less than eighteen (18) LU ;6 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference (or an before construction begins. inches of vertical separation, the crossing shall be constructed in accordance with 10. The Engineer of Record certifies that the plans are prepared in substantial 25 W.AMPY ROM on-site meeting with the City of Meridian Project Inspector) prior to start of work. Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 0 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is conformance with the ACHD Policy and standards in effect at the time of preparation. mo 1N C-Li The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the L 36 <= i required. No work may begin on any project without twenty-four (24) hour prior notice. 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever a- cc,C6 S M design. All va(ionces from ACHD Policy shall be approved in writing. The following Z -I COCE 9? the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage VICINITY MAP o fn UJ variances, listed by date and short description, were approved for the project: None. 11 M= 6. Contractor shall notify the Public Works Inspector forty-eight (48) hours p6or to required testing. swales). 1 =10ou con Contractor may not open or close water valves. (M 11. ACHD will inspect all improvements which fall within ACHD right-of-way or A PORTION OF THE W 1/2 OF SECTION 25, 9 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to TOWNSHIP 3 NORTH,RANGE 1 WEST,B.M. Lo cc LU 7. All material furnished on, or for the project must meet the minimum requirements of the approving easements including, but not limited to, storm drain construction, trench backfill MERIDIAN,ADA COUNTY,IDAHO UJ CM T procedures, roadway construction and concrete work. Any work to be done outside of subgrade or top of pipe to natural ground, use "Class 200 water pressure pipe", ASTMI LU agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that > 0 all materiials installed on this project meet the specification requirements set forth in General Construction the 300' extended boundary of the project will require a separate permit through ACHD D 2241, SDR 21, including service lines and fittings. CM U_ Note No. 1. Inspection Services Division. The Contractor will schedule an inspection, requested cs, L U LWU 6. The Contractor shall conduct an air pressure test and television inspection after all CD -387-6284, a minimum of twenty-four (24) through ACHD Inspection Services, 208 underground utilities have been installed. The Contractor shall provide a videotape of the 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches hours prior to construction starting. inspection prior to final acceptance of the sewer. 0 CID2 Cn LU for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. BLOCK 4 OZ OZ WATER 7. All CCTV inspections shall be completed by a third-party testing firm. 0 1777777L7_71 I\L cc 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works /-TEMPORARY ACCESS RD._/ cc 0 0 Ca Department, and their decision shall be final. Such inspections shall not relieve the Contractor from the 1. Construction of the water system shall conform to the standards in the "Idaho Rules for 8. Approval and acceptance of all sewer construction will be by the Public Works W. HARRIS ST. W CD 20'EMERGENCY ACCESS RD. CL 77'7�� responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications Department, and their decision shall be final. Such inspections shall not relieve the 22 < RE construction plans. referred to in General Construction Note No.l. Contractor from the responsibility of performing the work in an acceptable manner in >_ 7/' m < 0 Drawings. 21 UJ 2. The horizontal separation of potable water mains and non-potable water mains (sanitory BLOCK 3 Z =4>_ 10. Any deviation from the approved plans and specifications must have the applicable agency approval in accordance with the approved construction plans and Standard Specifications and T :;_� OCK 7 0 Cr. writing prior to construction. 4 U_ cc 0, L.0 sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM necessary for a potable water main and non-potable water main to cross with less than LU LU M 11. Prior to beginning installation of street lights, the Electrical Contractor shall obtain an electrical permit D-3034, unless otherwise specified. All sewer pipe shall comply with applicable portions 20 LL eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance from the Building Division of the Meridian Public Works Department. Any deviation in street light locations from of Division 500 of the Supplemental Specifications and Drawings to the ISPWC. CO) with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) 0 CD the approved plans must be approved in writing from the City Engineer. 3: W. BRIARCLIFF DR. FUTURE PHASE rc LU Co 12. Take all lot dimensions, easements and certain off-site easements from the plot. and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 10. Locate service lines to the points shown on the drawings or as marked by the 6 5 19 Cn __T per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. 3. The ho6zontal separation of non-potable services and potable water services or potable Engineer in the field. Mark and construct service lines in accordance with Section 504 26 C3 011AL 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water SW3. The service marker shall be in place for the final inspection. Service lines shall 0 HORIZONTAL DATUM USED 05 and irrigation improvements are in place and functioning. main and non-potable water main to cross with less than eighteen (18) inches of vertical extend ten (10) feet beyond the (ight-of-way where there is attached sidewalk and ten 25 C) 6 18 - N BLOCK 2 BLOCK 3 US GOVERNMENT HORIZONTAL NAD83 UJ separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may UJ ADJUSTED TO THE ADA COUNTY H.A.R.N.SURVEY 14. All Contractors working within the project boundaries are responsible for compliance with all applicable Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the be a maximum five (5) feet deep at the property line unless otherwise approved by City C6 7 6 safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices Wastewater Rules (IDAPA 58.01.16). Engineer. 17 2 Z and control of traffic within and around the construction area. 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line 11. The Public Works Department will inspect all public sewer construction whether within 24 BENCH MARK up 0 16 nn 15. All Contractors working within the public road (ight-of-way are required to secure a right-of-way crosses a storm water treatment facility (i.e. seepage beds, drainage swales). public (ight-of-way or easement. The Contractor will notify the Public Works 8 DATUM USED N.A.V.D.00 construction permit from ACHD at least twenty-four (24) hours prior to any construction. Department forty-eight (48) hours prior to start of construction, and again twenty-four 5. The Contractor shall be responsible for providing continuous water service to all existing (24) hours prior to pouring concrete collars. 23 9 /10 15 BM #A ",e 16. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall water users affected by construction. If water service must be interrupted, the Contractor BLOCK 3 W. ROSADERO DR. ELEVATION = 2707.46 determine the exact location of all existing utilities before commencing work, The Contractor assumes all shall coordinate with the Public Works Inspector. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, FND.ALUMINUM CAP responsibility for any and all damages caused by his failure to exactly locate and preserve any and all 22 11 14 14, during the pipe laying and pipe joining operations and while making sewer tops. Clean 0 0) underground utilities. Contractor shall call Dig Une at 1-800-342-1585 prior to any excavation. 6. AJI water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and and restore to their original state any ditches and storm drain facilities that are silted < 0 9 inking Water Systems (IDAPA 58.01.08). due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be Go standard requirements of the Idaho Rules for Public Dri \< 21 W M 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet three-quarter (3/4) inch rock chips unless otherwise approved. BLOCK 2-:1 CM from water mains. This requirement does not apply to catch basins or sand and grease traps. 7. AJI water pipe and fittings shall comply with applicable portions of Division 400 of the X '1� I ii� 0 CD %W 0 4 cr) Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, 13. The Ada County Highway District will inspect the trench above the pipe zone in I'_: 00 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). or C-909, Class 150 PVC. W accordance with current ACHD standards. W 0 \< J= 7: U_ 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the 8. Five (5) feet of cover shall be provided for all water mains located in a section line and 18 < 0 14. Install sewer service lines prior to street improvements. 0 000 DEVELOPER 0 --: (A BLOCK 6 Z 0 these locations to the Design Engineer for use in the production of record drawings. 15. Construct sanitary sewer manholes in accordance with Section 502 per City of 17 Cc < ob actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide mid-section line road. Four (4) feet of cover shall be provided for all other water mains. </ 2 0 L.C. DEVELOPMENT, INC. co C0 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not 9. Locate subsurface storm water disposal facilities (including unlined ponds, infiltration beds Meridian Supplemental Specifications & Drawings to the ISPWC. P.O.BOX 518 and drywells) at least 25 feet from main water lines. This requirement does not apply to FUTURE PHASE 0 Cr - X 16 CC W 00 limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of MERIDIAN, IDAHO 83680 0 catch basins or sand and grease vaults. BLOCK 2 work to be done outside of the 300' extended boundary of the project will require a separate permit through Meridian Supplemental Specifications & Drawings to the ISPWC. CONTACT: LEE CENTERS 0) a) ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD 10. The Contractor shall notify the Public Works Department two (2) working days before < 14 W. BROYHILL DR. Email: 8881852C&gmaii.com C*J C Construction Services, 208-387-6284, a minimum of twenty-four (24) hours prior to construction starting. 17. All manholes shall be constructed to be watertight with the top of cone located > 0 initial construction begins and shall also request inspection of water lines and appurtenances \< twenty-four (24) hours in advance of backfilling. within one (1) foot of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of 6sers and grade rings. The sewer Contractor 26 1__T 21. The Contractors shall remove all obstructions above and below ground required for the construction of FT the proposed improvements. This work includes clearing and grubbing, which includes clearing the ground shall field-verify the elevation of the top of the manhole cone to assure that all ring CO LOCK I N L3 I N "t-rt"I 11. Construct, pressure-test, flush and disinfect all water distribution systems in accordance surface of all trees, stumps, brush, undergrowth, hedges, heavy growth of trees and/or weeds, fences, with applicable portions of Section 401 of the Supplemental Specifications and Drawings to elevations match final street grades. Manholes may have twelve (12) inches maximum of 25 ENGINEERING SOLUTIONS, LLP 20 structures, debris, rubbish, and other matehal not suitable for the foundation of pavements and other ISPWC. grade rings. M 1029 N. ROSARIO ST.,STE. 100 MERIDIAN, IDAHO 83642 location. 12. The Contractor shall be responsible for locating and marking all existing service 18. Where concrete collars are used, the paving Contractor shall set the grade and pour L structures. All materiial not suitable for future use on-site shall be disposed of off site at an approved 21 24 KATHLEEN M. STROSCHEIN, P.E. connections per Standard Drawing SW3. the concrete collars per Section 502 per City of Meridian Supplemental Specifications & 23' 22. All costs of retesting for previously failed tests, if required, shall be back charged to the responsible Drawings to the ISPWC. The paving Contractor shall contact the City of Meridian Public SITE MAP 22 PHONE (208)938-0980 BLOCK 1 EMAIL: KATHYS@ENGSOL.ORG contractor by the owner. 13. After installation of the water mains, the trenches shall be compacted to 95 percent of Works Department twenty-four (24) hours prior to pouring concrete collars. N.T.S. maximum density to prevent further settlement. 23. All costs incurred by the contractor for correcting deficient work shall be the responsibility of the 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) contractor who performed the work. Failure to correct deficient work will be cause for issuance of a stop 14. The Contractor shall field-verify all valve box lid elevations to assure the lid elevations feet deep, with the vertical wall placed on the upstream side and rotated forty-five (45) work order and possible termination. match final street grade, & that all meter lid elevations match on extension of the sidewalk degrees. Manholes less than four (4) feet deep shall have concentric cones. grade as shown on Standard Drawing W5. Contractor shall inspect all valve Hsers for foreign bN=1 a 0 IF 0 UJ 0 a UJ 24. When discrepancies occur between the plans and specifications, the contractor shall immediately notify the debris and to ensure that the locking lids are free of concrete from the collar pouring 20. The Contractor may air-test all the sewer lines after backfilling and settling of the LU Engineer. Untimely notification shall nullify ant contractors claim for additional compensation. operation. trenches for his own benefit prior to the installation of the other utilities to ensure the Z 3: integrity of the installed line. He shall furnish all equipment and personnel required to SHEETINDEX 00 co CD 25. All construction shall adhere to the Brundage Estates Subdivision No.1 Geotechnical Evaluation prepared by 15. Flanged or mechanical-joint valves shall be located in the street, and fire hydrants are perform the test. The Contractor shall retest all sewer lines, in the presence of the Z F� UJ Idaho Native, LLC, dated October 25, 2024. to be centered between back of sidewalk and the right-of-way as shown on Standard inspector for the City of Meridian Public Works Department, after all utilities have been 1 OF 26 T-1 = TITLE SHEET 17 OF 26 S-3 = SEWER &WATER PLAN AND PROFILE LID W.BRIARCLIFF ST. S.LEEWOOD WAY C14 Drawing W7. All gate valves shall be set as close (flange connected) as possible to main line installed and prior to installation of the street surfacing. The Contractor shall schedule 2 OF 26 GRD-1 = GRADING PLAN Z RQADWAY fittings. with City of Meridian Public Works Department a minimum of twenty-four (24) hours 3 OF 26 GRD-2 = GRADING PLAN 18 OF 26 S-4 = SEWER &WATER PLAN AND PROFILE 0 prior to the retest. S.LEEWOOD WAY 1. All Contractors working within the public road right-of-way are required to secure a right-of-way 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to 4 OF 26 ST-1 = STREET PLAN 19 OF 26 S-5 = SEWER &WATER PLAN AND PROFILE LU construction permit from ACHD or ITD at least twenty-four (24) hours p6or to any construction. the Engineer. 21. Upon the completion of work, the Contractor shall submit a set of "Record 5 OF 26 ST-2 = STREET PLAN S.RIDGE EDGE WAY MERIDAN WY PROJECT Cl) 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe 17. The Contractor may pressure-test all water lines before disinfection and flushing, for His Drawings" to the Engineer. 6 OF 26 ST-3 = STREET PROFILES 20 OF 26 S-6 = SEWER &WATER PLAN AND PROFILE RECORD ID. NO. zone. own benefit p(ior to installation of other utilities to ensure the integrity of the installed line. 22. The Contractor shall be responsible for locating and marking all existing service 7 OF 26 ST-4 = STREET PROFILES W.ROSADERO DR. LD-RSUB-2025-???? After all utilities are installed and pHor to paving, the Contractor shall perform a final connections in accordance with Standard Drawing SW3. 8 OF 26 ST-5 = EMERGENCY ACCESS ROAD PLAN AND PROFILE 21 OF 26 PIRR-1 = PRESSURE IRRIGATION PLAN 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot pressure test and finder wire continuity test with Meridian Public Works Department personnel improvements outside the public (ight-of-way. in attendance. The Contractor shall furnish all personnel and equipment necessary to conduct 23. The most current edition of the City of Meridian Specifications Standards & Drawings 9 OF 26 ST-6 = EMERGENCY ACCESS ROAD PLAN AND PROFILE 22 OF 26 PIRR-2 = PRESSURE IRRIGATION PLAN the test. Only water from the City of Meridian's water system shall be used to conduct the to the ISPWC Book MUST be on site at all times. A stop order con be issued if the 10 OF 26 STRP-1 = STRIPING AND SIGNAGE PLAN 23 OF 26 PIRR-3 = PRESSURE IRRIGATION NOTES AND DETAILS 4. All construction in the public right-of-way shall conform to the current Edition of the I.S,P.W.C. and the pressure test. book is not on site. 11 OF26 LGT-1 = STREET LIGHT PLAN latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the 24 OF 26 GIRR-1 = 12"GRAVITY IRRIGATION PLAN AND PROFILE SCALE AS SHOWN I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. 18. The most current edition of the City of Meridian Specifications and Standards Book MUST 12 OF 26 SD-1 = STORM DRAIN PLAN 25 OF 26 DT-1 = STREET DETAILS 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. be on site (it all times. A stop order can be issued if the book is not on site. 13 OF 26 UTIL-1 = OVERALL UTILITY LAYOUT 26 OF 26 DT-2 = STORM DRAIN DETAILS DATE 08/04/2025 19. Locate service lines to the points shown on the drawings or as marked by the THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD 14 OF 26 UTIL-2 = OVERALL UTILITY LAYOUT PROJ. NO. 250522 6. Ado County Highway District will.inspect and approve all storm drainage improvements. Meridian Public Engineer in the field. Mark and construct service lines in accordance with Section 504 per SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL 15 OF 26 S-1 = SEWER &WATER PLAN AND PROFILE Works will inspect storm drainage improvements serving priwate roads, parking lots and other paving City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE W.HARRIS ST. SHEET 1 OF26 improvements outside the public right-of-way. The service marker shall be in place for the final inspection. Service lines shall extend ten COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR 16 OF 26 S-2 = SEWER &WATER PLAN AND PROFILE (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and beyond the sidewalk where there is detached sidewalk. ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND S.WOODLEY HILLS WAY/W.BRIARCLIFF DR. gutter, valley gutter or sidewalk improvements. PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL T� 1 DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 8. The street Contractor shall backfill all sidewalks at the completion of the paving. 250522-1l.DWG £ s 27D14# I 27045# FUTURE 22W.5f FUTURE I I 2704°5 TOE' G2 I 2704.5 TOE ®� o = 2707. 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BRK- �----- ' a i' gm_..w. e • p• y7 1. . .m-..,. 2705.0 _ .. ., V11.HARRIS ST. .�-- HARRIS ST. +-- --� •- • (FUTURE) - - - - - 2�®`' Ni.HARRIS ST. `- 2705.2 2705.3 Ic�l.HARRIS ST. 173# ®` e - - - \ -... -...-... -.......®...®...-...®.,.�.. -... 2705 - -.._ -.2706.1 ` I HORIZONTAL ,• .•._... ---- _ w - :• a 2705.18 • ..- -.► 20'EMERGENCY ACCESS RD r. -.- -- G5 G5 SEE SHEETS ST 5 AND ST G5 G5 `'.. ® 2® 40 80 12 tL_ °�€ � - � ..' ®.• _ .. 5.0 a �. FOR PLAN AND PROFILE 2706.3 �.�•� • 270 .. .. &2 � �. ,.t k •......... i t .a 'A...•e . .o•-w. .-.r.. -mac •,a• s 'B ...®.. - ..w•. 1 ... K � � - � ... : :. •, :- . . . ,. ., , - .. - `•° ...- - -•. •::: ,. _2705.2 2705.3 �2706.1 �•.�:• _�.�' �'•�-:- .' : t ro _ _ SEE AGE BED 2.1 :�� SCALE IN FEET . _- N�m�Mssi®®®®--i s-�,�®-®---_-sm�� -mom-�--_ ••270E 5•R „ ..,...... BRK N --- _27CE.�_TCC 2705.58 . _ -- ..._.......-�'-'--.....- .............-�:�,... .............BRK • '=--•-'---=-•�.-.,,..,.270Ecl) co 2706.01..................2706.22..,..,... .._....27Q6.04....-.. 3�27270fi Ofi :�::..................E ---- .. 2705.7: :..AT I �I ;, ..............',,.. ,.•.,.._........ ,,.. c:...2705.6 - _ 2706.2 €c. 2706.5,, 7 7�L r.. - h cl - - -- - - -- 4 22 2705.6...,, 270 . ::�,,.. 706 .�. 2706.0 c• 2 06. 2706.8�-2 .5s�.�i F - - - - - t 565 .2 lag ' " / 2 i I 27Q5.78 27a6.5 Tab 27a4.99 FL 2706.4 t[) ......................°..... ........... r.•.. ....... .•..... .. ............d...•......°. _ a •� .. .. .••.... .•....°. TOE c�.....•.••. _ ........_.. ..... °...•.............. G. ............... t • ............. 70 TOP 27C5.�_ �� .... :2 fi' 0 s - TP .. .• 2 0 27 . ....° 7 706. ..._ .. -- - TP 0} 27 .3 2705 7 �s cv ............. .................................i??ssr:§- ... a:. ... .... .. r r .*: z $fi39�ttib�`59$}i�' *.Lt: .r ra •r ViD......,.._................... ..: 4..9°$3it"iibra. b! t945• aia4t aaisYPf �� '� EXIST, �:. ..:.. �. .... .. ��2706.0 ... ..... 2705- '2 ..................c� �4, .� ,q. �y �e... ............. ., ... ..., ...... 2706.5 t/� • I °a 2706.80 27ofi - :::--::: - " - I2706.5 TOE 2706.8 TOE 2706.7 TOP TOE 2706.3 TOE 2707. TOP 2 7.1 TOP G7 11� g 2705.9 TOE 2707.0 TOP :::... I I I 2705.8E 2707.3 TOP 2707.4 TOP 2707.1 TOP / I I I 1 2706.7 TOP 2706.0 TOE o 1 27os.5 Tao 2 # 1 °,�#£G 27D6if EG I I 21Cc I N 27as.a Toa cc a. 2706.0 TOE �'- � ��€ €� �� I f ''• 2705.9 TOP .� G2 G1 271A#�' � I BL.3 BL.3 �7EG 3 1 �' 2 I a® I r �, 2706.8 o L,is - I cc 2706.12 F- = f- '•_•, o t I .! ®c d i �. } �� 17D55#a ................... ® _ 31 2706.4 BL 7 �= cn >- � x 4 r ia° 3. Z • g Lu cm cm an C w a 2706.6TOP �� ® m it e • d" u- 27`05.1-t I o (� SWATCH,EXIST. 20 O . 1 .�#EG ® 0 0 2706.58 `� co� 2706.5 2706.35 ®c 78 2707.0 E2707 3 27 7 4 2706. 0 2707 0 270E 7 a7v57# 0 uj . j. _L�Vf_ 270. 6# _--�- ------ ----•BRK•------- ---- ®®®s®-- ----------- ------BRK------- 2706.31 �, - d 270E I-TOEF ------- --®.- ®TOE- -- --.._. C/, 27052# 27053# 2 4tu-�1�1.BRIACLIFF ST. ' 2706........ ......:...-'.................... .......,.. ..: 17 17D�4# 17�5# UJI ��cc . 270E 38 i2 Lu W. LI F DR. 0 r2706.38 27D54# ' 17DY,4# 1 5# 1/'D6.4# ® o 27065#,, 1 .5t • aaa 2705. - --- --TOE- --- --- ------ -----TOE --- - �� • o 19 Lm ® , _. m - • v sass . --ssssss-.--ss. ass ser-.s ss-s-ss®ss ® -_ssss-.s.•.-ss-sss ssssss®BRK®ssss .-s . 5CD i BRK• €VIATCH E AST. 0 2706.79 2706.86 2707.2 2707.5 2707.1 2706.7 270s9# a 1 ®o 1 26cm p .: 2706.6E i :` - I 2706.7E .�.. GRADING KEYNOTE LIST Lu 27C7.C� 2706.65 ' � 2706.71 °• a ~� LATCH E ST, � ,; - o 27®7.Z#EC ITEMDESCRIPTION 2706.8 � 1 .`oP� CONSTRUCT CUT-0 D AS NEEDED AROUND THE PERIL OF E S TO �®ON�L�c 271 7.9±TOP ® 2706.8 cJ a • � 27v�.�#EG G1 COLLECT OR RE-ROUTE A FARM IRRIGATION WATER. MATCH EXIST. 2706.749 2707.01 • COORDINATE ALL OFF-SITE FAR IRRIGATION MODIFICATIONS WITH DEVELOPER. ® to I 18 I PROPOSED GRADING LIMITS. 36 BL.2 25 g� 6 BL.3 � Q- I = ' • G2 COORDINATE GRADING LIMITS WITH DEVELOPER PRIOR TO CONSTRUCTION. � d O 2707.32 ®, 2707.03 �,�®1 ......... MffUR G2 >►y p9r 2707.5 I ....2707.................................... ... ': RETAIN D PROTECT ALL (STING I ARID ACCESS . G1 G3 IRRIGATION/F CC ROADS. F�l 27 5. TOP 27C7.9±TOE 27 7.11 4 ................ - 1 RETAIN AND PROTECT EXISTING SEEPAGE BED AND MONITORING WELLS. MATCH E ST. m � 2707.8 � G6 MATCHEXIST, ......-..2107•..........................................2707.2 ................--........... - 2707.OP 2707.5 TOP 2707.1 TOP 2706.8 TOP 17D75# CT 1°DEEP BORROW IT ON EACH SIDE OF EMERGENCY ACCESS ROAD ".... :.,..' ;,• .. SWL _ G5 CONSTRUCT C TOP TOP 2707°1fi 2,a' _ , . . _ m,w SWL- -_ . . . AS NEEDED. �'., 2707.5 SWL 1 GS 2707 0 S 2706. 3 S '•.......................... ...............- 2706.9 TOE INC--2706.E S , '•: 2706.7 SWL - 1 2707.51 - --- �_____TOE- 2707.30 2706.5 TOE A' 2707.1 TOE- ---- ---- m G CONSTRUCT 0.5°DEEPS E S SHO w c2707.7 -TOP17 \ // 278.8 TOP 17D75# _ p I - 4 ®� cli K2708.6 TOP 2708.2 TOP • G7 RETAIN AND PROTECT ALL EXISTING IRRIGATION PIPES, N IF NOT SHOWN. n co ., 7 2708.i /�� 1 COORDINATE ANY DISPOSAL WITH THE DEVELOPER. ® �.. co a 24 2707.52 Q 1 ' 2708.0 TOECC u- 7 ,1 TOE MATCH E,IST, vv.. ♦ 2708.8 TOP : 2707.68 \ 2708.3 TOENI ICl) 0 CID Z2708.7 277.53 .. 1 � < - � 2703.2±TOE 16 708 09 c� co Li o 271 C.a±TOP \ I ATCH EXIST• -.......... 2707.80 2 • � ® O cc � 4, MATCH EXIST. \ aC W 2708.5 .• \ � 277.92 s �; a ' � ; O ®<c• ' 8 - .- \ \ ��®� •_ \Opo 2708 . \ 2708.03 !� 2 #EG a• 2708.9 TOE _ ..............2708......... ...... y _ "-,••.............;.. ...... ® a 2708.65 1 271 ,3# 2708•....... 2711,5 TOP•... \ BATCH EXIST. � �!� \ 2708.62 2708.18 1 m 2724#EG 2708.3 MATCH EXIST. ••••''., \ `,p •.-®. �- •`�.. ••:.........................:..................2708.2 =: . •.�2,9` �•_• - _ •1 �•`• 2708 83 23 \ i 2708.8 �7Q8,..' 2708.8E,..... . -. .. :: .:• !, .�' 4:. BRK 5 / \ 2707.92 15 \ - - --- - 1 - - e' .� -TOE• W .� • G3 \ 10 �- W.ROSADERO DR.® 2708. 7 270 •9 � � ® 3 `'° 2708.2 °D j 2708.42 B L. 2 1 � �715. _TOE `® \ , 2708.9 \ 2707.9 1 2711. - TOP MATCH EXIST.. �t� a -�• ° \ P, CID -TOE® FILL NOTE: E� 1�1ATCI�ELT, � o �® 2708.62 1 STRUCTURAL LL y,: a® •-- ��, ® 2709.5 ° ,:``L 6 •.. o.® �® 270 •33 2708.78 14 • BRK IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP,THE CONTRACTOR SHALL r e�` -f� 2708.18 2708.3 22 \ 2709.33 2708.57 STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURALFILL PER THE BRUNDAG cc \ 27C , -TOE a :. 2709.3 27D87# rOATC E S T, "" •.... 2 8.3 ESTATES SUBDIVISION NO. G OTECHNICAL EVALUATION REPORT,PREPARED BY IDAHO 70 . _ a a \ `_...-2709-.-.......,• ®_ 11 ®Q / 2709.01 2708.3 G1 NATIVE GEOTECH,LLC.,DATED OCTBER 25,2024•COMPACTION TESTING AND INSPECTION 0 f` SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH 1- Z \at \ .® G2 Is 12 E� �® INSPECTIONS.CO PACTIO TEST RESULTS MUST BE SUBM D TO THE BUI ING BRAT r EIS e...•• .,...,. :`.+ DEPARTMENT PRIOR TO ISSUANCE F BUILDING PERMITS, D TO ENGINEERING \ �F�• \\ cm ®.:a. r SOLUTIONS AS TESTS ARE PERFORMED. ® / _ 2709.31 O \ °�i \°� 2708.75 a cm 2�� \ "•.. 18 ..... ,,uj ............ �... "�L o 21 / ...........2710.2 TOP ;. I '9' '•.. \ 271,^may 4._ TOE � 2 .Ol L47 e�+6 o..h,t' TOE e �. MATCH EXIST. BL.2 i ,: � \ 27�g...,....-" 12 2709.95 �.. a •.. Lu 2 3 r;q g:"••... � .� ® G® •a:` ,® 2708.8E '.•� 2709.28 , .: •' \X° 8 �\ too H= ®® � 2 L E TO / ,�� 2710.3E y 2709.73 ®� l� I EXIST. / 24 ®� F` •. \�. ' \ s!. \ 2710.5 TOP ok. J a• PL d. 4 • �, ®�� 'ASE 2 7113,5�-TO \ ®®`•.'-.✓ 2709.25 i _ 270 �• MATCH9.68 2709.0 S 1„=4 ' f� _ 19 .. 2709.5 TOP SCALE \ ®� 2711.0±TOE %LATCH EMST. \ /l 2710.16 2709.5 TOP �-2709.0 SWLNIATCH EXIST. G3 ®ATE 8/Q4•/2®25 •• `' 271 ,E \\ �. . 2709.5 2709.5 PROD. NO. 254522 MATC EXIST, , \ a 3 G6 G2 :ate. �` �• \ 2710.3E BL.6 SHE 2 P 26 y. e�4 2 7 1 z E TOP moo,®\� 2709.64 ./ °' / m • 27P►95# 17999# 1 3 A � `� \ '�� `� � �:�ATCE�I EXIST, oc�` ........ �:. 27 9.8 TOP G1 \ • ® a � D \\ 1 _ 0 s 2710.20 ,QA, �D 2 9.3 SWL _.�,n GRD� l SEE SHEET GRD-2 250522-GRD.DWG SEE SHEET GRO-1 2a 2708.66 I 2 A • 27os 27 .�t y,� \ I MATCH 7 T1 1.3 TOE-... \ :. 7os. 7 8.18 2 •: 2 21 cS'��• '•" 2708 83 ETC EST. a ` I __7Q8 2708.62 0 '�� :.. ... .,. BK•.\\ 23 a \ -... 2708.s ••,..27fl� 270s•8s ` ®:::' . ,_ .-- .. . •' _- - .. "34 2707.92 _ 1 \ - - 5 / \\. , ®. ,�� g .: :�. ® • i - .- \ 277.9�� • G3 PHASE I-A // \ = 1® ®..: . OJU•ROSADERO D • 27os.07 27 s.2 4 \ BL.3 on r 'i - 2708.42 �- \ 2 1&9:.TOE \ 2708.9 ' I ® \ 2707.9 � =mtm-TOE><.............. MATCH EK T. \ \ z708.62 , \ � // // �X' \ ..... - ..z . .. 2709.5 ...:.l.*..i 11 ®®-• ., ' °� 6°°°•°°•••••..• 8 .� 2708.78 : :ij --A 2708.18 2708.3 , °��•.. / \ 2 22 \ 2709.33 270s.57 ..°•• 2709 3 708 I TCHEY0ST ® «' / 2708 3 \ 2709 .........• 11X 2 w �pQ 2709.01 • 1 A \ ;� • I I G2 2712.5 TOP .. �� \ \� MATCH \ .................................... . 270 . a� : HORIZONTAL "'. s s9 � \\ \ !�' \\\ .� V� \ � I 1 \ \ wmUTURpm ti 40 20 0 80 20 9 �� \ 2708.75 13 .. a .. ® ..- ��9- � . ..\ _ / ......2710.2 TOP .w i \,., ; ��TCH EXIST. L.2 / .: / ,e,og..... 12 ti. - - \ .. - SC E I li FEET \ \ 2\....\ \ • ® : •-. 09. /......... .......... 2709•............... 7 95 \� \ \� 271 r E.�_TOE \..• ® :® ® �. �, w ' .• ca ;N \� .... \ MATCH ® ...•. .fl. / 2708.86 2709.28 •. . uj •4t Ec z \ .®\ " •.2 - ® � 2710.36 y �, 2709.73 O \\ CAI ® moo z T EK.. / 2 /® �; p® �'. \ I (n �` \: , 1. 2710.5 TOP \� ' \ ®p / pQ 05/ ®• `� 1\ I ��\ `�\ \� 2Af , ��; , \ / 2709.25 - 2709.68 4� \ \ '\ MATCH E ET. .. / ®•. 2709.0 S L • \� � q® '®• ® 1 g ° ` 2709.5 TOP � ® men '\ ` ! • a® � 0- d�.. \ ®® MI T C E � T. NIAT .�,0±TOE \ /� 2710°16 2709°5 TOP -2709. SUVL 3 CL®C "I I T. CC 0 �\ .. ° \ � \ 2 F 11.0-- �11 1 f i \ -•#; 6 2709°5 2709.5 • 14, o° �uj J �` AT0Hi E SET. �.. \ � :4" G G2 0 E�co� \\� \ ' / \ / \ BL.6 / 0 ®cg \ . \ \ 4 2710.36 ........ . • • �' �, d° 26 .E TOP- ��,®\�. 2709.64 ../ / - . :(D w 1 �\ �E EWE \ / T f ® ��.•........... • 2 \ \ � ../ \ 2709.8 TOP 1 > 0 O , 1 _it t ..... \ .-- z \ 18 710.2 ...... .. .. �' 2709.3 SVOlL ®....•.............•..•......•......., .• .. 0 > . ..\�. �� "\yl I co ,', / . 2r t 7 'OR \-. Nl T E 6ST• t� �, X, 2 .9t f, � � � �w� . W. 0 .. >\ \ �,\emu l/ \ - y� r°•. ............•..... •.•... ^ ® I; cia -\ \� \ \� \ 11 // \ \ 2710.16 /�� a a "...\ �b \ -• �/ 0 \a ®.\ . g \ ................./ /*",a I .. 7t�5t Ec 2719,3t °14 ... b � t A. �. 2 Z // .. \ \ • \ 2710.03 s 2710.5 TOP �` /. Q ®�® 0 w a! •.� �a, =w • 271 I�fL �� . = d \ \ \, .... .... \ \ 27 '... \ °® 2711.2 TOP G6 /. °� • 2Ta.4tCA F� \ "c 2T13.E±T E \ MATCH EXIST. . •. ," \ \ \ �� 2710.9 C)W apeo () < Z�g�. L.2T� EET .' Ico w ' \ \off \e '"a, \ -� .. � _.. .. .. .. 2710.7 SWL I : -Z'. 0 c!)c:,�; . PHASE I 68......'*..'*.'% . ....'.,.,... ..... \ . •. \ 16 2710.9 2711.0i= ® 2 .. \ , IfyC hCEYh9®TE LIST w �• 4 e .- 12 3-t TEE ,. 27 ....- ` BL.2 271 G \ . CD \ \\� 27 10.86 ►� �` \ \ ' \w� /" ~'-. 271 . :-TOP '.\ 2711.0 g � 4 '.' ATG E 3T. / '� ITE DESCRIPTION \ \ . > _ 2711.2 ._ \ � / / I \ \4 \ " �'�°,,,• CONSTRUCT CUT-OFF DITCH AS NEEDED AROUNDE PERIMETER OF E S TO ®ONAL \ 7 cS' ?,p 2712.7 3�E / / \ eR/�w` cJ -:.° ;... i3 \ A \ T �EGST. ,Q �. 27tt4t 27t1.St Ec 27'93t Ec COLLECTOR RE-ROUTE A FARM IRRIGATION WATER. �i C,EN�' 16 -\ -"" o : o,� p� •r �� o y \. / �. -a' ��. T R I I ATI N TH P O �_� :. •• � •.• f'� • " �a,�� / ®�, ,gyp / v � ..... COORDINATE AL FF SI E FARE I R CATION NIOD FIC 0 S ill DEi/ELO ER. t� E° \ \.. ® �. / / a 1 L \ N a �" \ A° �� _ / °' M �\ / y 2710.8 PROPOSED GRADING LIMITS. *_ \� ' 15 A �\ �,. �/ \ / t* y I FUTURE G2 `° '��- • �0. 3.- / �� T • ( ) COORDINATE GRADING LIMITS VliITH DEVELOPER PRIOR TO CONSTRUCTION. 2 \ \"' _ \, "_ / O�c 'P' cP s O _ lfll• YHI �,LL DR �► .� '�� 27� � .�� 710 8 - _._ � � y .. .:: • • �w / ��. �.,� MATS ,� • A \ t____� �• .� a G3 RETAIN AND PROTECT ALL EXISTING IRRIGATION/FARM ACCESS ROADS. �' . ./ 14 W .: 2710.85 B o `� . :� � -��.•, w, � y 2713.1 TOE .- 2711.0 �k� • M.�'t . ---------__'_ ____T :. -::.,.:. -.% ... 17 �. � �� , . ° / ; ` �/ �O ��.,�. G4 RETAIN AND PROTECT EXISTING SEEPAGE BED AND MONITORING WELLS. . . . . . . . . ... ..... \,,� ,t : U T T, zv. '( �� 2712 • u, f C EIS a vl- „t �... ° \... n oQ// 5� 2711.2 CONSTRUCT I'DEEP OR DITCH ON EACH SIDE OF EMERGENCY ACCESS ROAD \.. 2716,22 �/ •a 2712.91 2712.24 / 27i2.ot.... j G AS NEEDED. \ � �`' p 2711.7 S O _ 2716.15 2714°�3 9 \ 2 9 r \ G1 °� s a® . - / Gs CONSTRUCT .5 DEEPS ALE AS SH y m .\ : E 26 m 2715.79 I•- \ 1 S o �� / �2 _ �, G2 .27 �: '�: 1 \ .'' 27124t Ec 27t2.3t�c RETAIN AND PROTECT ALL EXISTING IRRIGATION PIPES,EVEN IF NOT SHOWN. Go O / B LA 2712.2 TOP G7 _ A N \ / ?� .... C� A TH L PE • 00 BL 1 / / COORDINATE ANY DISPOS L�111TH E DEVE 0 R® ,$ 272 �� :`:. 2712.2 TOP �"•-- ` \• •. &- 2713.66 2711°7 SWL LL. �. �' 3.E �° cl) CD - \ A ?73 � � Q I \ 2s E f,VI Tu, E �T, �' O �� \ :T E ST, /.�� 2716.30 '�. 27t2.tlt 0 W / y� ® ® -:.:::•• 271 . •¢; 25 G6 /� . ft4 �� \\\ 2®- •. :<• .2714.63 s �� FUTUR �. O t�CD Q ^� 2716.22 • 2713.9 TOP ® co F� \ .. .-. 2714.86 .� 2 N ® .. . ®-i ..� .'�+:' 2715.01 �'q• �, 2713.4 SINL Z -%x. 04 071 271 .92 271J& p >e ••-:. 2715.20 24 2715.7 TOP / �' 1.\ 2715.27 • .. - °� . ��Z� ��q 2715.19 - G6 2,r .� r S.. O 2713 �� \ 2715.1 SWL 21 ... \ . ��\1 718. TOE 2715.20 N s 2717.3 TOP ...g\ �•; 2717.3 TOP 2715.2 SVIfL 272t 9t \ 2714 rd F` .. �Pkl I .' .. ... 22 .. :'. * ... ..- 0: .jj w '� G6 2�rlb 27150t N ® 2716.7 SlNL ..... . �* (D ?7�p �`• ?, ° �� 07 BLA _�'? : . r�. 2716.8 SUbI 2714°2t Ec 27t�It EG 2 22 �� > 2717.19 2717.70 4 ' �� e m 2T��t�-- •�7rs1. �, \ 271s. TOE 2717.0 SWL STRUCTURAL FILL TE: �`� �" 2718.E TOE \ / Zit �. \ 2721. TOP 2719.9 TOP 2717.7 / �'. l BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL \ �� 2716.8 SWL U 4 77 2®.•° G6 2718.7 TOP � 271 ... • .� _� STRIP EXISTING GROUND AND BACKFI NTH STRUCTURAL FILL PER E BRUNDAGE 13. . w cc - - - - - _ -- -- - . '•.... �� a., °- --TOE - Z7t77 ESTATES S BD SION NO.1 GE TECHNIC L ALUATION REPORT,PREPARED BY IDAHO 0 ® ®T �' • VE T C LL DATED TER 2 224• CTION T ST1NG AND INSPECTION ::;-.2722..3t TOP SWL TOP s/ • ��rc,.-. E C, Y OC 5, C E M■■�ATI GEO m SHALL BE PERFORMED B A TESTIN B RATORY QUALIFIED TO PERFO SUCH �_ , 2722.0 S�IiL 2721. 271 .4 S 2718.2 S1lVL� •�:: 04 / -----A I SPE TIONS•COMPACTIO TEST RESULTS MUST BE SUB I D T THE BUILDING •�. _� _ DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, D TO ENGINEERING � 0 CD � ®2 . � • 2720.'.,. ..... \ • 27t9°.3t / :�.. SOLUTIONS AS TESTS ARE PERFORMED. cl �°� G2 2121 G1 W.WILTON WOOD CT. �'`� �, 3 272, 5t EG 0 FUTURE-' . . -_... .-- _� ___ --- _ - �• v �72 �' 27 ..... .1. ... 0 ,W) . . �:: \ 2....-... r7. . . . .. . . ....\.. ... ..... .. . ..... 1. '. .... .. - . *. ;;� 0 ... . . ..... ... .. / /\ / '`�'1-0 ... .... . .. ;. ", �;) '-, ��_. �' -- ' - _____7 . - ` go . ¢� �' I. ' �mI gm � .: :. . . . . .. . ... .. .. ,, _. . .. _______� ... .... .... .. * A 2718 . 4j *.., �� . . 27235t Ec .� / .272.3.2.t Ec 272t8t EG 2,� . x 2724°9t EG '�� "' .. ®�: : % 2721.4E EG - --- �•� .� '2,ar•- �72 2�s7t Ec 27t�.� Ec SCA °°=4 ° 4 �j o..°° •�•- \ � .2,�3 q®�/,CAR& -� : ®ATE 8/04/2025 �� o - �c 2j2� �ccFscq® a 2721.41 Ec ROJ. NO. 25®522 �� .-. \ 0, -) \ \.. I .. E� .............. _*______.-...______:::::: ........... : 271�7¢Ec �G° . . ... \ '**,**.*. . . I.'.*. *.'.,. \ \ \ ...' ..*' .....'. ...'..... iL_l _- --.. 6.................*...... - . . ....... ........ IL:�� .. ... -I.... . . GRD�2 '�'-% -.*.,. .' I.'.*. ,:.*. .. . *'. \ \ --��. ......................•. - I '� . . - I.'.*. -:.,. '* . ... % . ��\ ................................ I .........................7. c. - - ` 250522-GR .DVUG 510=m-UTURE • HORIZONTAL • .............. 40 20 0 • o: 120 2 ..... .... . .a ................................... BL®4 ti SCALE IN FEET - $� �� • p 15+55.50± r 18+00 1 BL 4 16+29.06 16+50 _ . 2704.63±VC 64 18+59.90 19+60 20+00 ® 17+06.17 17+50 2705.95 VC 19+00 a MATCH ST. 2705.03 VC C7 2705.14 VC 2705.22 VC 2705.38 VC 1s ', • 2705.68 VC H G POINT VC 2705.49 VC LOW POINT C7 END PHASE 2 27p6 " 2705 44 VC I H 2705 68 B2 P _ -- •. - - - - -- KEYNOTE ITEM LIST ++ 1o+ W.HARRIS ST. 64 AIS T. ...e.......me..me�....._..:.e 2�a5` -► �-- ® STREET r 20+0o N1 1 +� - ----�=-- + CL - Cc� _ $ .... - + 10+00 SC ,�®� ............... -�---- _ «� 301R DW C1 _ ®�. ,.� ITEMDESCRIPTION �_. 2 •: *- C7 FL-2705.04 °n z - . �- o EMERGENCY ACCESS _ + RD1_ - : ! ACHD SUPPLEMENT TO ISPWC SD-11328 D INSTALL A SIGN STATING THAT INSTALL PE III BARRICADE PER C - SEE SHEETS ST-5 AND - "THIS ROAD WILL BE EXTENDED IN THE FUTURE".COORDINATE SIGNAGE NTH ACHD STAFF. ... �.. .., . m ,. VG - - ............ .-..__,�. �_._ . r.:_m,•.�_ '' •�:'?°'-... ,_.__...' � ♦:'•'• :, .:•:• :° . ®,. '•' _ •• '� '•: • r.: •-. ^ .,� .� •. .- •. 2705.38 VC................... __. �. t® INSTALL E 11 BARRICADE AT THE END F SIDEWALK PER AC S PP E T ISPWC SD-113 ,PER 15+55.50+ - . .. ••.;-. ..•: '• :-.i �'•-. - .., �•..•• END PHASE 2 . B2 .......................... 18+00 , I .......... :::...........` TCD PROVISIONS SECTION 60.02.THE BARRICADES L INCLUDE A KICK PLATE AT THE BASE F THE SIGN B 16+00 16+5fl , +82e37 8+63.o8PC.... .. ...._ . ........... -_s � _____- E. �.�. MATCH ST. 2704.87 VC r 2705.14 VC 2705.31 VC 2705.41 VC 2705.74 VC 2705.75 VC :..............................:T$ 2705.22 VC.. 6 _- �" : --� ` `` TO PROVIDE CANE DETECTION. C4 C7 270 HIGH POINT FL=2705.18 FL=2705.27 ,-. LOW POINT � � 0 i ..................... ............... ............................... d..m. ..........:...........................................°.. m ..ee.e..mm.eme...m.mmmmmemm e...e....m.e.m•e.e...e mme.e • emememsemaesmsee•m_m esm• ---e mesee•eem m................................. ............ --- ...,.e....... ...............'.....--........... ........... .�•�� INSTALL E III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1 132B AND INSTALL A SIGN STATING THAT . ........ .e......m...e..e. m....e..e.......me.... C8 " -..k• ........................... ....: ..e............seem.-...2706 :::. t �t '2705 .......... •..,.•. .........e..........me.m...........me..e_... .......... C2 a,. ...... . PROTECT ,.. ............. ... ....... . ....... .... .... .........e ......27 .... t.,�e..sg...ti.�•.•.e......... ..e_...e. ...... . ...........RETAIN AN P TS 1s+5s.o6 Pc o5.................... ..., ..............e...$.,,,,m$,...®e,m..,.,.. ............,® B3 THIS IS DESIGNATED COLLECTOR AND ILL BE EXTENDED ENED IN THE F THE .COORDINATE s .................... e........... 2705.69 VC 2705.24 VC ':.:.... � ................... :z TI SEEP t :::' SIGNAGE NTH ACHD STAFF.10+48 C2 FL=2705e21 FL=2704.76 � �: I I r4 2705.58 10+48 I . _ B4 REMOVE AND RE-USE EXISTING BARRICADE. ® 0 FL 2705.31 2705.58 o r o 21 cm GRD BRK 47'ROW 1 FL=27o5.31 sa C1 CONSTRUCT 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 1 21+00 I GRD BRK I 10+52.50 �. o� t I 11+0o BL.7 C2 CONSTRUCT ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. � � BU 2705.60 BL.3 ss, „+oUTH RRE o I ' I� . 2705.81 C4 CONSTRUCT CURB TRANSITION,VERTICAL CURB TO ROLLED CURB.(5'MIN.TRANSITION) 2 I 2 C6 8' = 5!TYP. 1 11 I :. ,. 3 C5 CONSTRUCT CURB TERMINUS PER ISPWC SD-707• ®� •� a C6 11+57.50 PC a: E� I ...•. C CONSTRUCT 5'D ACHED SIDEWALK PER ACHD SUPPLEMENT T ISPWC SD-709. 11+23.50 �. 2706.07 PER A HD S PPLE ENT I PWC SD-709. . > cri J FL=2705.80 T 1 TA E I AL C U 0 S 2705.92 � � C7 CONSTRUC 0° E C S z �� = E . ®�® � t _ 10+43.50 Pc C8 CONSTRUCT 6"THICK CONCRETE DRIVEWAY OR CONCRETE PAD,SEE PLAN FOR WIDTH OF DRIVEWAY/CONCRETE PAD. `� 31+12.58± � l c 2705.s3± B4 0 2706.46 10+50 � I \ I ® FL=27o6.19 2706.59 D CONSTRUCT DRIVEWAY APPROACH PER T AS SHOWN ACHD SUPPLEMENT T ISPWC S -71 OC. 20 o -g MATCH ST. FL=2706.32 cn , i 6 C6 J® . L1 INSTALL CI F MERIDIAN E I STREET LIGHT.SEE SHE L T-1 FOR STREET LIGHT P S. ® �-z s,. • .. cn BZ GRD BRK _ ___ • ®. . .. 31+45.99 ,° _ L2 INSTALL CI OF MERIDIAN E 11 STREET LIGHT.SEE SHEET LT-1 FOR STREET LIGHT PLANS. • � • END PHASE 2 •. 2706.12 .•.2706.......... 1 �' CID +CD + .w -•� L2 VG ®� - - - S CONSTRUCT 5'CONCRETE MEANDERING SIDEWALK PER ACHD SUPPLEMENT TO ISPWC S -70 . ® g W.BIARCLIFF ST. M 64 C5 ` v 2706........ CONSTRUCT GRAVEL ACCESS AS SHOWN 22+01 _._ -hP N1 C2co CON R �.• jy : + 12+01 C2 Bl 0 _ _ W.BRIARCLIFF DR. D1 cg)am SC I 11+94e50 27os.24 Q --- f -� -- - ROAD SECTION SHALL BE 1 F MINUS CRUSHED GRAVEL COMPACTED STAB SUB-GRADE. O - r -- C2 ®`. 0.74� C5 < Z o t7. - a -f- $C SA CUT PAVE ENT S SO (2 MIN.)FOR CLEAN EDGE AN N STREET IMPROVEMENTS.ENTS. ®� C2 zc� cD L2 = APPROACHES OR PAVER SECTIONS ® � °� �• __ - � - �.... 31+78.75 -- - ._ • __ H�W �� _� _ CONSTRUCT ALL SID ALK ADJACENT TO OR PARALLEL ITH CONCR �-•- u, x • _ :. 2706.30 19 FL=2706m07 - - - - ®_� - THICKENED CONCRETE. e- � 12+51.13 4 10+50 : ®-�_® TO BE 6"THIC D CO o (.) 31+12.58- \ 62 ' . 2705.93± C6 t t .: 27os.4s FL0 2706.32 6.59 VG CONSTRUCT 4'VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708. ` GRD BRK I 10+43.50 PCE " 1 LATCH sT. 26 32 12+5].13 G6 2706.54 GRD BRK 2+06.8 32+06. FL=2706.27 END PHASE 2 1 1 REM® AND DISPOSE F STING CURB TERMINUS. 0 >n 32+06.83 2706. C6 12+44.50 Pc 2 REMOVE DISPOSE OF EXISTING TEMPORARY TURN-AROUNDIF NEEDED. M u 2706.45 t t 2706.46 +63.57 FL=2706.19 ® 32+18.61 1 2706.57 s a ui 32+24.33 � 5• 270 .52 , 12+51.13 a- 2706. + 2706.49 13+04 GRD BRK loo I 13+06.15 STREET NOTES c�5®®�tA F�V 7 R0 s .......... 25 d ' 18 2706.8, Ali ®C,�Na�F® ®,�► 13+10.06 1. MINIMUM 2 ASPHALT CUT LINE.ALL ASPHALT REPAIR SHALL ET ISPWC STANDARD DRAWINGS, t� .... ............ FMRE ®<c 33 BL 3 13+61.17 O°� ....................................• c 27 BL.2 27ose83 2707.13 �� :• SD-301,S -303 AND SD-806.CONSTRUCT ALL PAVEMENT MAT ES IN ACHD RIGHT-OF-WAY TO 07.......................... .. . ... ° 5 :®: 5° \ '•; .... MATCH THE EXISTING STREET PAVEMENT SECTION O USE THE FOLLOWING: LOCAL RESIDENTIAL AND RESIDENTIAL COLLECTOR-AC MIX SPECIFICATIONS SHALLBE A SP-3, .5 INCH •�� , 32+91.10 32+ 1.10 °°)MIX 58-28,21/2"OF ASPHALT,4"OF 3/4"CRUSE AGGREGATE D 14"OF 6°MINUS P . • 2706.92 + 32+91.1001 �� COLLECTOR-AC MIX SPECIFICATIONS SHALL BE A SP- ,0.5 INC ) IX PG 64-28,3" F ASPHALT,4"OF 2706.92 2�®� ®: �� r 3/4°'CRUSE AGGREGATE AND 21"OF 6"MINUS PITR N. ' 32+99.36 ' 2706.96 ... ... , .-. -. •...:................................13+57.46 `.• C2 -°:.•. 13+99.79 2707.11 2707.35 ' a g 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, N IF NOT SHOWN.COORDINATE C2 •• ��xoo ALL OK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITEDO IAHO POWER CO.,INTERMOUNTAIN GAS CO.,CABLE ONE AND CENTURY LINK TELEPHONE. 7 17 - } : '� 13+61.17 2707.13 a 3. THEUNDERGROUND UTILITIES SHOW A BEEN LOCATE FROM FIELD SURVEYINFORMATION ANDw co ;c 0) ® 2 2707 3246 C6 STING DRAWINGS.THE CONTRACTOR SHALL DETERMINE CT LOCATIONOF ALL EXISTING OD L.2 UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR AND 14+22.88 . , . 1- OD 33+67.84 \ \ ALL DAMAGES CAUSED BY HIS FAILURE T EXACTLY LOCATE A PRESERVE ANY D L UNDERGROUND 2707.49 �• ��O .. ,� 14+83.41 � �. 2707.34 • • �'� 2707.83 ' UTILITIES°CONTRACTOR SH L CALL DIG LINE AT 1-800- 2-1 85 PRIOR TO A CAVATION. ® a: 3LU2 PH AS E I ®_ •' �� Z 8 . AND INSPECTION STAFF ILL BE MORE CLOSELY MONITORING PEDESTRIANFACILITIES FORCOMPLIANCE 0 0 co • C6 ' A A STANDARDS.THE O SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER O - �� 16 MS WITH D S CROSS , .. `� 34+37. P, Q OD C2 :• - 4 2707 72 $ 14+42.88 0� THAN 1.5 SLOPE.AS AREMINDER,SIDEWALK GROSS SLOPE SHALL NOT EXCEED 2e `��; ERE ARE NO x `; 1508 42 8 " 2707.60 �� J. w C6 27 • ; TOLERA CES ALLOWED. ® � / ® & I OCLU 0 •... \®o GRD BRK ._...•13+70.87......2 .... 14+44.91 ® O� 13+29.90 PC 2708 4 708 2707es8 5. CONSTRUCT PEDESTRIANMPS PER ACHD SUPPLEMENT TO ISPWC SD-712 (ROLLED CURB) ISPWC C2 34+57.98... :. 15+ .98 2 I Fl- 2708e67 LOW POI 4 S -71 (VERTICAL CURB IT TRUNCATED DOMES PER CH SUPPLEMENT TO ISPWC SDII DOMES 2707. .............2708.....-.... y� 2708m44 _ • 13+79.30 14+46.50 1 ) _ 15+13.88 !s .• ' FL-2708.17 HIGH POINT 2708.37 2707.99 SHALL BE RIGID INSERTS S INTO E CONCRETE(CONCRETE STAMP&ADHESIVEMATS NOT ® 0 62 x ......................2708.01 �"�b °° END PHASE 2 a: ® ®-:.. � � G6 ALLO )AND S L BE COLORED TRAFFIC YELLO PEDESTRIAN S MUST EET THE.LATEST A ®- 34+37.82/ / ... 2707.72 t \ i. 27 \ C2 �.... =-- _ ' AND BCC/A SI A-117.1 REQUIREMENTS. 23 ®.a 9 CZ 15 C6 �.- C5 6. ABANDONED BUILDINGS, / C6 s :• ...® s TEST PITS OR WATERWAYS LOCATED THIN CURRENTOR FUTURE C2 RIGHT-OF-WAY SHALL BE RE-EXCAVATED T NATIVE SOIL AND BAC I NTH STRUCTURALFILL PER / � ,10 BL 3 15+84.88�c �j� ® o co, _ B1 �� 35+28.s8 27os.42 �- �tOS`1009 '� ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO I A MATERIAL MEETS T REQUIREMENTS ® ° 2708.23 ,� ®•64° �' •� C2 C5 FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS D A COPY F THE COMPACTION TESTS, N FL=2708.15 A'• GRD BRK � FL=2708. \ /® MS ® �x �� 35+11.98 ® ® x ® 12+53 PC 2708e13 35+94.98 ,` 2709.13 14+46.50 ,a 6e = 2708.59 FL 2708e61 �� 13+79.30 �- B2 2707.99 \ •� a• 14 �=2708.8s �� /�a`�x P'° ,3+42.62 6" � � ��, 27o8e37 ENDP SE2 j STRUCTURAL FILL NOTE: • .. .... ....... > 11 2708.59 14+ .9, 22 2709.........., � :� ' •. � 2707. ..s .' ` L2 13+05s4 LOW POINT IN BUILD LE LOTS THAT REQUIRE FILL 1-FOOT DEEP,THE CONTRACTOR SHALL STRIP �- :,� •. 2708.81 EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE BRUNDAGE ESTATES / 36+14.98 C2 '.. a. C2 e•- ' �/ .: •� .... SUBDIVISION NO 1 GEOTECNICAL EVALUATION REPORT,.PRE EC , ® \..Y • '-.. �•-`''••..• •.•• • ................ oo............... .::.-- 27os.7o PARED BY IA NATIVE GEOT �0 I ��x., L2 11+48.5s C6 s LLC.,DATED OCTOBER 25,2024.COMPACTION TESTING INSPECTION SHALL BE PERFORMED '-- e<`® 7 :s P. 2709.76 / 35+87. o a " BY A TESTING ORATORY QUALIFIED TO PERFORMSUCH INSPECTIONS.COMPACTION TEST t-- uj 2708.55 10+80 1 s RESULTS MUST BE SUBMITTED TO E BUILDING DEPARTMENTPRIG TO ISSUANCE OF BUILDING Lo LLJ 27,0.,704 HIGH POINT _'� 'max PERMITS,AND T ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. \� 12 12+56 5 .- �� 27 s.......... C6 �g............. 10+50 '_ .... 2709.110 cn \ f .� O � . . '•'-.•. •®..• -•,�' 2710.05 • O� ...... 2709 ` ® S FL=2709.78 64®2 36+07.98 36+85.98 10+43.50 PC GRD BRK - 9®!Z :_ A w °\ �`•. �` ® 2709.09 2709.92 •• 11+85.50 O / 2708.66 ` CZ fL=2709.65 = �. "� 2709.54 I / / ®� 37+56.98 PC 2 �.�Q` oo FL=278 oSQ, •� ." 36+78.9800`MRE x FL=2709.21 C6 Q. / .:'• e 31 �3 / 2709.05 �' 4 B4 1 \ i 1+14.50 s 2 2709.96 Q 9 � pro a i 1��40, SCALE 10+8(D � \ ,� /l a 2710.17 0 _ � ® 1r04� CZ HIGH POINT / ®ATE ®8/®4•/2®25 / �, 37+49.98 L2 C6 10+50 3 / / 2709.44 VG a/ °`- 2710.05 ROJ• NO. 250522 / BLA poi® 01�� 10+43.50PC FL=2709.78 3�x 2710,00 .GRD BRK •..e._m.ee.m....e.....e...._... sI / ,o ...•..... • ......•.........._ . ........_... SHE 4 2 18 C6 x FL=2709.73 2�r®. ��® 38+43.98 PC r - FL=2709,54 2709.96 ..°.......•.•. \ 11 / FL=2709e69 2 38+20.96 SEE SHEET ST 2 38+89.73 / / \•. . / 2709.83 �' -- w 250522-ST.D G HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET G --p r SEE SHEET ST-1 STREET KEYNOTE ITEM LIST ITEMDESCRIPTION �, 27os.55 ... to+so 13 : '= ,� a BARRICADE PER ACHD SUPPLEMENT T ISPWC SD-1132B AND INSTALL A SIGN STATING THAT -- IN 2710.17 � \ ) �. �2 61 "THIS ALL E IIIIC BE EN D! E FUTURE°.COORDINATE SIG E T ACHD STAFF. �� \ // . •. .... HIGH POINT x 12+5 . � TH S L DE G S J' O 270911 -'-. , :°:` C6 Z70......... 10+5o s- INSTALL E 11 BARRICADE T THE E F SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1 13 PER 2710 05 . .. s� 62 M TCD PROVISIONS SECTION60.02.THE BARRICADE SHALL INCLUDE KICK P AT E BASE F THE SIGN 09 <' O �" \<...... S - FL=2709.78 �x� \ ffi �j . ®:- t 36+85.98 10+43.50 PC GRD BRK �® 3 TO PROVIDE CANED DETECTION. 2709.09 2709.92 .v........... \ -\ 0. \ \ r� 4 36+07.98 . • i �� •' 11+85.50 -. °\ \ 8 27os.6s C2 . • INSTALL E III BARRICADE PER ACHD SUPPLEMENT T ISPWC SD-1132B AND INSTALL A SIGN STATING THAT \\, \ FL=2709.65 :, 2709.54 O� -•- x o B3 "THIS IS A DESIGNATED COLLECTOR AN WILL BE EXTENDED D WIDENED IN THE FUTURE.COORDINATE a,,a °� 37+56.98 PC O `\ °� \ �\ •. *% oo • 2709°48 �QO ®.: I = SIGNAGE WITH ACHD ST ° tt) - �` x FL=2709.21 C6 ® / Z Lo ,/ : � 36+78.98 �.1 ''� .. �. B REMOVEAND RE-USE EXISTING BARRICADE. O � 2709.05 . �' �- 4 '' 11' ' ,\. \ 8: R X ' C1 CONSTRUCT 6°°VERTICAL C B D G ER PER ACHD SUPPLE TO ISP C S -701. "t " \' .�°' �l x 11+14.50 � C2 CONSTRUCT ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SO-7 2. LL \ . \ \� / Ft 4 1 �' \ ; 1 • •.r �710•...... / 2709.96 } . � •-• F°°"" C2 . C4 CONSTRUCT CURB TRANSITION,VERTICAL CURB T ROLLED CURB.(5°MIN.TRANSITION) ul .-�. .. � x� _.a 2710.17 CONST CT CURB TER INUS PER ISP C S -77. C5 0� �� / ® A. C2 HIGH POINT / � `� "' • e F L2 °.. • C6 =. C6 CONSTRUCT 5'DETACHED SIDE ALK PER ACHD SUPPLE E TO ISP C S -79° ®, " �;� ® 37+49.98 ...� •°. 10+50 3 / . 3 / � m \ 2709.44 '� VG ��. •. 2710.05 C7 NST CT 1 'DETACHED SIDEWALK PER ACHD SPP E T TO ISP C SD-709• g ��`� �F" xp� ®1 10+43.50 PC FL=2709.78 BL.6 Go �" ' // � 2710.00 GRD BRK ® �vs -. C6 j `� ...................... •..... . ��® ° °••............ '•••••••. CB ONST UCT 6 THICK CONCRETE DRIVE Y O CONCRETE PAD.SEEP FOR DT OF D AY/CONCRETE P . // ... .... \�'... � I- rC d® g �" �` PHASE 1 ox FL=2709.73 2 z - ./ /. 1$ z7r® � .... °o / W CONSTRUCT DRIVEWAY APPROACH PER WIDTH AS SHOWN ACHD SUPPLEMENT O ISPWC S -710C. � �. ��s - : ® �� 38+43.98 PC (� �m m_ .. °° \ 1 \ 1 27 ••°°°°°°•• .. • I TALL C F MERI E I STRE LIG T SEE S EET LGT 1 FOR STREET LIG P NS XFL= 09.54 2709 96 � ® �Z � at �,N• �° .-��.• •�:� e :.. �.'".�°'•. �-�•-'- L1 S ITY IA ET . T • `��`� l\_ ` � j I ::) cm 'm W_ U- , 1 FL=2709.69 • \. �. 3s+2o.ss �. L2 INSTALL CITY F MERIDIAN E II STREET LIGHT.SEE SHEET LGT-1 FOR STREET LIGHT PLANS 0 �00 / / . �--. ` °�, �0 2709.83 . s 3s+89.73 � S CONSTRUCT 5'CONCRETEMEANDERING SIDEWALK PER AC SUPPLEMENT T ISP C SD-709. �, \ �� l�•� '' 2710.21 ;- . CONSTRUCT GRAVEL ACCESS R AS SHOWN. ®� "/ `� ° \ \\ • rl. P."ASE I 1°1 \ 17 �_ ` : 39+3s.9s 4 ROAD SECTION SHALL BE 10 OF °MINUS CRUSHED GRAVEL OVER COMPACTED STABLE SUB-GRADE. �,�� / z M_j .- BL.Z •••...2 . --_ SC SAWCUT PAVEMENT AS SHO (2 MIN•)FOR CLEAN EDGE D N STREET IMPROVEMENTS. Q � n S A o0.��' ` .................. r �. x _ z z lo \ 2 I'*,*'-. -\_ ll�"**l-___ .. ''•••../ , ` 1 38+91.98 PC *"i'. '�� _ = CONSTRUCT ALL SIDEWALK ADJACENT TO O PARALLEL T CONCRETE APPROACHES OR PAVER SECTIONS F_- o I"- 15N 2710.22 TO BE 6 THICKENED CONCRETE. 0 " ° �.- � Ft=27o9.95 °-- PP MENT T ISP C -70II. `� v 27 .54 VG CONST CT VALL GUTTE E ACHD SU LE S ,� cn oA •-� °-",. � 85 PCVG ,q,, x L ` . .. 0 :::: "" .. 2710.66 % . B2 11'.. N1 REMOVE AND DISPOSE OF EXISTING CURB TERMINUS. :•.;. / ��• ws° FL=2710.39 �a x�' • \•••.•.. fir, •\ -°°,;\ do-.. ®.. ,, - B C xo°� 271o.6s 2 REMOVE AND DISPOSE F EXISTING TEMPORARY TURN-AROUND IF NEEDED. LL \': •:•: °w„ Cad 4 L.Z 6 �� END PHASE 2 �. k.:.. :°ae , j : '03zx/ tip.. "°'.. �j FL=2710.27 -\� \\ . // :\ � v X* ......L . r :v .. \ 400, �� 40 ....-...... c2 c5 STREET NOTES, g® �N "\ **. . s. a, '9� gip, . 51+16. ± r� :.... \ ...... 2715°80+ 5 ILL DR. 3+5135 �► ® y ............ \::•:::. \::::*:...- .. .''•.. °n:;, _::... B2 _ � ----- - �_ �__ �� ...�..- _RO 1. MINIMU 2°ASPHALT CUT LINE.ALL ASPHALT REPAIR S LL ET ISP C STANDARD D WI GS :, "°� ATCFI ST. /% 2712.71 15 �� _ ® ° 51+21.10 e.:::::\ �; .,3 14 J xo •:' \ S -301,S -303 A D SD-806.CONSTRUCT ALL PAVEMENT MATCHES THIN ACHD RIGHT-OF-WAY TO ..• \_. I- I,'I^,T ti / 2715.84 y �P/ o C6 39+72.37 PC B :.:. \: °'' �_ h. ® B4 53+13.86. �, A; 54+5s,i s Pc MATCH THE EXISTING STREET PAVEMENT SECTION OR USE E FOLLOWING: e\ '- PVC �+:•:`�°,. .::_:...,�, °� . •. 1 u h ®� ,•: .. 2713.46 1� �t®� .; 2710.65 .. 2710.66 ? � � � 0.•.'::.. `�::.:_- � s° _. �. _ \FL�--2710.39 _ a LOCAL RESIDENTIAL AND RESIDE TIAL COLLECTOR-ACM SPECIFICATIONS SHALL BE A SP 3,0.5 INCH � �, '., `'� / \ \ h, 51+53.33 • C� FL-2710.38 - ..�__ �► �►•: .. D PHASE 22712....---•--•.................. � I � �B �° � Eo xq:p 2716.03 2714.43 :` 5�®® ) IX G 5B-2B,21/2 OF ASPHALT,4 OF 3/4 CRUSHEDAGGRGA D 14 Of 6 MINUS P N qr `�.\" \ \ \tie C6 .`°-.'�: _ 1 ` '•---. S ,rf xz - HIGH POI � 53+84.86 SPECIFICATIONS S BE A P- IN PG 64-28 3"OF ASPHALT,4"OF F " :`. \. :: :• C �/ COLLECTOR-AC IX SPECIE CAT ONS S (`) ��l a \ ...\ • 50+98.62 ry r 52+21.1Q 9® j 51+71.10 �, 2712.04 ® -`x '•... 30 "CRUSHED AGGREGATE AND 21"OF 6"MI US PITUN° ' S s\'' :\ :." ° 2715.63± , a ' ®: 2715.32 C6 v, �" 1 •2715.95 c�• � \...;.N \ 51+16.60� 1 t,° PVT \ F==MRn== �'• ..51+99.25 __ \° � : `'�`'�� , � 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN.COORDINATE \::;. \::::.®® ...... 2715.80 �. N1 :�. ::I 13 "- .. BATCH 90ST. / 2715.69 • C2 :' 2712 " s ALL WORK WITH UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO.,INTERMIOUNTAIN �- `� ,.... 6 • ® \` '% / B4 \ . : • so 1 GAS GO.,CABLE ONE AND CENTURY LINK TELEPHONE. o _ �� : �,. x Z \•- =`''� ° BL.1 51+21.10 <.,: C2 raS: / oo BLA 9/�� • Y P �® W ° .\ - ..`•' �� ` �� ® 4 T U DERGROU D T{CITIES S 0 A BEE LOCAT D M FIE SUR INFO ATION ANDIll\ r �. 2715. ®. �� C2 53+13,86 3. E F-- � :• �11, , PVC 7 �x s 2713.46 EX1STlNG A INGS.THE CO TRACTOR SHALL ETERMI E THE CT LOCATION OF ALL STING •. 1' `-\ / s UTILITIES BEFORE COMMENCING OK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR AND . ;.:\ - �, 51+53°33 N2 \ � , I - v / a / '' ALL DAMAGES CAUSED BY HIS FAILURE TO CTLY LOCATE A D PRESERVE A ALL UNDERGROUND I- \--.-.':::*,-.,-.\.• �9.. 2716.Q3 51+ .62 .: . HIGH Pot a L2 l 52+65.35 / _ UTILITIES.CONTRACTOR SHALL C L DIG LINE AT 1-80 -3 2-15 5 PRIOR TO A AVATIO • •°'. \::: . 2715.99 w LL "' °::` .4• 2 ' \ ®. 2714.43 �� 9 \ �v= °:\ _ _ k: ACHD INSPECTION STAFF ILL BE ORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE .� :..:-:•°\ :� ® ®�� 20 :-. _. •. ::•. •-• a. 52+52ss''° ��r :: •-- WITH A STANDARDS.THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP PS SHALL NOT BE GREATER ®*1 0 z \-...11�.,:.:.._ _. E 51+71.10 �. qq \••*... tS�\::•�°`� s` �•'.. .� ,.;s .s f.:s �� e � CC W 2715.95 �... 2714.69 THAN 1.5%SLOPE.AS A REMI DER,SIDEWALK CROSS SLOPES LC OT EXCEED 2.0 ; ERE ARE 0 ` � �\: .\ "TOLERANCES"ALLOWED. 52+01,76 c "' �� 2715.65 •-. 52+21.10 ••, 5. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H(ROLLED CURB)OR ISPWC z a :: : :�: ��. �� r.. o 24 •'��rs.. ?71 moo..;. •`�:- v '•.. w 2715.32 52+37.12 :•.. 1 3" ..` SD-712A(VERTICAL CURB)WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712.DOMES � � p'�'\ PVT 1. P D TS T ::: A 2715.00 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE(CONCRETE STAM A HESIVE MA NO ` ; `•.. �'• ALLO )AND SHALL BE COLORE TRAFFIC LLOW PEDESTRIAN PS MUST E THE TEST ADAa. -.... . 2714 \: : \ 'off 1 C7'. �.. 2, / AND IOC/A SI -117.1 REQUIREMENTS. . ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT O FUTURE - S.'..• \- .=\�Al •• 1. 23 a y RIGHT-OF-WAY SHALL BE RE-EXCAVATED T NATIVE SOIL AND BACKF! DWI STRUCTURAL FILL PER • :' X-- :t I , • . .:`:: 1211. 2, = ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO RI AT MATERIAL MEETS E REQUIREMENTS \��, °.=•:_. .- 7 �� 22 'o. ' . '... r FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. N \ �� 1. 9 -BL1 27 S k % 1, �\, .. � �� A. ' �., o B2 2 io 0 7 �Y \ ry 1� I ` `: \ � .� .... .. .... .......... .......-, �64 4 :� � u ®., � [No cd `., \ e 1�1 -' �. :-. . STRUCTURAL FILL NOTE: :: �� // _ °�' 1,. ti �\\ .. ® ' � 2�rg" z ... �� ? - IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP,THE CONTRACTOR SHALL STRIP ,\ \-• 4 ,7 :5 __ ®�_ EXISTIN GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE BRUNDAGE ESTATES w y ,.*:\ : ® , .. . •.. e N, \. .. .i :K REPORT,PRE C , w� SUBDIVISION NO 1 GEOTECNICAL EVALUATION REP PREPARED BY ID NATIVE GE -,, 0 "4 \ \\ `° `° �•• LLC.,DATED OC OBE 25,202 .COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED 03 �--- 2721 ......... 11\ \: ;Q �; \ `°4 W.WILTONWOOD CT. �'�`' ' •• B A TESTING BO TY QUALIFIED TO PERFORM SC INSPEC 0 S.COMPACTION TEST0 � ui - , � : = _ _ _ _ ° INC o: \ ° ` ,° ~-.,• '' - •• - - RESULTS MUST BE SUB I ED TOT E BUILDING DEPARTMIENT PRIOR TO IS CE OF BU! ui \ '� \ \: cm \'`� �� 1� ' PERMITS,AND T ENGINEERING SOLUTIONS AS TESTS E PERFORMED. \�' � `��o I"- „� �\ \ ::,- 2724 ;��. ... 411t . _ ... - (� N 7 .-- N\ � � '�,1 , .. .. - - - --- _ �._�T . 4 A F- \ .: . . ... . . ... '11-.... 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SHE 5 F �'� r. 26 '� \u_ - ..` , \ •.\, 25522-ST.D G HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET VERTICAL 4 2 0 4 8 12 SCALE IN FEET 14+00 4+40 1480 1 +2 15+ 16+ 1 +4 1 + 7+2 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 2716 2716 co z01 cm 2712 2712 co Z40 ® ,c; cn ° Lo o ®o OO N a: C°3 QO O J N O " rw + --� O to O M 4d! fn ® o ® ♦I M _ co N _ + ® tO o® o �r o M cn F{FINISHED E o II c N + a. _ + � ® ;a + � ATCE CENTERLINE _ � ui -j J a"i® Q Ilo ® T � "' SEE SHEETS ST-5 AND 2708Lu�_�. c„ + r..- �, N_� _t- J. -�_� ST-6 FOR EMERGENCY '- 11 N r 11 P o cn w "' ACCESS ROAD PLANS 2708 .�� C a J < 11 ® � J4 �p � ceic� w w w � fBE 5 �cc -0.46% ®L 0.54a� — — 0.46%-— -0.40%- ._ -- _..— ® 3 t5 w 0 ®® z Cm -0.45% -- .5 ----- — --- — ----- F c } 2704 -- ——— --- o 2704 ORIGINAL GROUND � /� � ® � � LEE ® U. AT CENTERLINE ui 6°PI + N ® z z + ®1qr + IN SLEEVE =cp ti 12"SD 00Lu a cv ® Wig® � p 0- N N M Wc 2700 2700 C) z ® ® W. HARRIS STREET ® Lu 0 �. 0 CC ST ALIGN 01 2696 2696 ZLLA oo � o � o � o � c� � o � c� � C!s c � o Wit, � c� � o pis pis � c� � ua u_ u. u_ u_ u_ u_ u. u. u- u- u- u. u. ® p W e W e W ® �! ® W e W e W ® W ® W ® W ° W W ° W W ° W e W ° W ° W ° ° Op ° O N ° e9' ° td? ° t� ° O ' O ° N ° M un ' i` ' ob ' O ' N ° CO ' et ° o t°�cg N N de `� N N °® �t e� co �-` O M ® M P` `� LL! N M d' N et' O e!' r @t' M tin w et 10 cci �jLL O O O ® O ® O C O ® O O an O O to O to O tc) O O O to O en O en O to 1� O P.. io 6\ h ® f.. O cc O O O O O p� O O O O ¢ >- i` B� 6� i` 1` � ti !` f` ti ti ti ti cc w e 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 p p co 0 Lu so 14+00 14+4 14+80 1 +20 +6 16+ 1 + 1 +8 17+2 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 �s®ot4A` e NsF® 7► � w 9+60 +00 10+ +8 2 11 +6 2+ 2+4 12+8 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 1 +80 9+60 1 +00 1 +40 10+80 11 +20 2720 2720 2716 2716 r co Lu � � � 2716 2716 2712 ® � N GRADE T MATCH 2712 c o �® N c n EXISTING GROUND J® to c® ® co + ® � I ® W O °C + r w uJ® NC W Y � co rn® ui CD + �' II ® FUTURE oC = u- Lq,Q�„ co ®�; it � u FINISHED GRADE ® � ter- om + ® coN� ®c" w � � T CENTERLINE ® a ® 2712 ® ® � T ; to a II -i C% W 2712 2708 2708 11 °� CD cp CDc- *-CD Cp M o N cn C.0 — _ CC W CD u® L6 + + ®� a r `°° r f FINISHED GRADE w ——— ® � ® N ® �'® ; CD AT CENTERLINE 0�!a 11 cn 0.44% 2 FINISHED GRADE RIGI L GROUND �j II � � uJ _._.®_._. AT CENTERLINE AT CE CENTERLINE 2708 � 0.58�a _ __--_— 2708 2704— 2704CL O.Wk NMI 0. 5 _®_0. __ ——— W. BRIARCLIFF DR. 1� � ORIGINAL GROUND cm 2704 ® � {�T CENTERLINE r wo SLEEVE 27042704 270 2700 }— ST ALIGN 16 P2 ce ci rcoCD co rCID cm CD CD °° • ,261GIRR Pi S. WOODLEY HILLS WAY u- � N W LE ® a 0a0 oc� ® CD ® CD /sCD c%j ST ALIGN 12 P2 cn 2700 2700Lu 960 10+00 1 +4 10+80 1 +2 --, C°3 C:3 �° c� �° �° c� Q Q Q C� C'3 c'3 C� is C'3 Q C'3 �° C'3 Vr C'3 Ve c'3 ,— u_ u. u. u. u_ um u_ u. L u. u. u_ u_ u_ u_ LJL W W ® �1 W ° W ® W e W ° W ° W ° W ° W ° W W ° ® 6n ° r ° ° O e ° � ® N ® e i` ° O ' M ° Cp ' O ° M ° c� ' (� °�' N c6 C6 O O O �-- M M O tr9 DO O N N O �h cfl cp M O T .� �„� c+7 O W a: O a8 s chi tCj �S �y �!j � Cfl 6� 1�: t�: ^; i� ti fa pp aC C6 �O pp ° O ® O o O ® O ® O ® O ® O ® O ® O O O O O O O O O O O ® O O O G .. cc i.e f� to E\ B� E� ice- B� {� I� I� f� fe. 1` (�. @® r- p- !- (� Imo- i� i` f` i� t� Pam- z N N N np 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 A LC9Fu +00 10+40 +80 1 +2 11 + 12+ 2+ 12+8 1 +20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 0 z Lu O Q III— ow Cn SCALE 1 t0=401 1"®4' HORIZ VERT ®ATE 0 /04/2025 PROJ. NO. 250522 SHEET 6 OF 26 ST3 250522-ST PROF.DWG HORIZONTAL 40 20 0 40 80 12 SCALE IN FEET VERTICAL 4 2 0 4 S 12 SCALE IN FEET 2 +6 + +4 + 31 31 + 3 2+ + 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 +80 37+20 37+60 + 0 6+ 0 388 39+2 39+6 0 +4 40+8 2720 272 CD ai 0 2716 �° 1CD ® CO ® c"� ® � � = GRADE TO MATCHco � cc ® � � c � "' a EXISTING GROUND �, o Lu m II ® cr- 8— ®wa. 22 +I ®®® 1 5® � +I +I +I Ei ORIGINAL GROUND P0.55�® .55��~ z Co AT CENTERLINE ®®�® ®®- .55� — o ® Ira �® + P, ®® ®®—®® ® � ¢ � N co 4m LO w F Lo ua; m cm — -- 0 a;z .2 �' ` _0.55X + � - �. ®78 ® 6�PI 278 � �= om ® _ FINISHED GRADE co ITV/SLE `� '� O -0 44�d�± _ ,53c M r- 6 V_ 0 04 %±- F ®®"® AT CENTERLINE �: V.) r-_ cn W 0 C6 ® Lu Go ® ®® � 27 cQ N 4 C - c� z . . c 0 co ® cv ® u-� � W. BRIARCLIFF DR. S. LEEWOOD WAY S. LEEWOOD WAY �.-- �- Lu 0 U ST ALIGN 10 P2cc uj 2700 00 z m: CD cz (a 0 �` c'3 c� ca cD C'3 U C"i 0 C'9 C'9 C3 C� � t9 cm C� 0 � CD ® w W ® W 11- W 6 1� W W u u.. ti tL ti tL I..L I.L CD I L E2 6L 4- LL 19.. u. �. t� L3® 9- W ® W a W e W e W e W e W ® W W e W ® W e W ® W ® W ® W e W ® W ® W ® W ® Lz* ® ®1 a a e ® e e e e i i e e e e i e o e ® ® e a e ® e O O O N O c� O O �- N � ® cocD O o0 O O N 'f. ct O o O o0 ® a O N �P 1\ c I O O N O y� N O et c� �, 1� O o � ®-- Lou CiS 6` o N 6� a- M tocc Op O N IV dam• Cif 9- co LO CR O N er C® a® r- � O u O ui O O O O O O O O O O ti ~ O ~ O a0 O ®O O CC9 O 00 O O O 0i O O O O ® CD ® ® ® ® g- ® ® O ® O ® O ® ® ® O ® O ® O O O O O ® O Cl O Cl O O O ® O O O O ® O O O O O ® ® ® �► ,-- ¢ s- ^ r r ro e~ N C Q N N N N N Cob 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 N cod w ca 3 +0 3 + 3 + + + 32 3 + +8 3+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 +80 37+20 3 +60 8+ 0 38 4 38+8 3 +2 3 +6 + 40+40 N �® ®yam Of 5 + 580 51 +2 1 +6 52+ 2+ 52+ 53+2 5 +60 54+00 54+40 54+80 55+20 9+60 10+00 10+40 1 +80 11 +20 1160 1 +0 12+40 12+8 13+2 1 +6 14 1 + 1 +8 1 +2 2728 2728 2720 272 r VI STA 51+71.1 *- P L= 2716.40 I K= 33.85 � N 2724 L= 100.0 e Vc 2724 2716 ® M 21 ® �I +I o N ® + ® ;D o N,� moo'- C® � N o ®° �.- o s o ® o N + ® II c� = o o ® o O w c6 co cn r- ® ® o N II _a --� ® �. a® ce, w �- y< N cm r1_ z c® o W ac ii .- F- -�a� FINISHED GRADE >- + ® o o <t O c1J ® + r __, `�, 1°, co LL°c� AT CENTERLINE ® � cm ®�.. o® 2720 II-� 11 �' 2720 2712 �' ®-� � ®� � 2712 ® ® w COLu ® 0 w � � � � � � � DET TCH o ORIGINAL GROUND 0.409� G v w AT CENTERLINE •2.Opg�--1.97% ®_®— -0.60% EXISTINGGROUND FINISHED ®® ®— ®® -0. ® C ®® ATCENTERLINE ,l, >- ®® ®®®® ®® ®® 27 M �, T -� 2716 2708 2708 U-So c — 0.95� ® ®®®® N w o ® + i ® ORIGINAL GROUND 0 .40� ® + IV N 6 PI FUTURE LO II �t N ►n II w AT CENTERLINE -� e2. co Orb n w ® �a.. w J /SLE ;� co r FINISHED GRADE ul) cou, '�' �' v, 6 12 S T CE NTERLJNE 2712 N — — _ 2712 2704 27 N -1 T . .96� Z.00 ® W. ROSADERO DR. 4 cn O ST ALIGN 13 P2 8 _ 2708 2700 - 270 /SLEEVE c� c� s� c� c� c� c� c� c� c� (jam u. I.L.. s� t� IA— 13.. s� I.L I.e- W 1� W a I W 'L RIDGE E E Y e W W W W W O e ® e M o a r e i ® O i L� ® V ® a e C) t OS. N � � N � ® � � � N � ® � � N ,� � � � O � N oC� � � � � � m � � � � � � � � •- o o ® o 0 0 0 0 0 0 o o O � T e\ � o o s\ o 0 1\ ® 1,- ® Co® ® ® 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 ST_ALIGN_11 P2 2704- 2704 tu ca CD 10+00 10+40 1 + 11 +20 11 +60 12 0 12+4 12+80 13+2 13+6 1 4+ 1 +840� cm � Ll$ ILLLLJ -. Li— � Lim L L W @ W e W ® W e W e W e W a W Me ® M � � N O° O' N NO ® N UO LC9 O O LI 14 3 �j c"3 N N e- s` r ® I�, � P- I,,- 1 � P.- � N ng C� N Cd N N N N N N N N N N N N N N N N N 5 +8 1 +2 1 +6 2+ 2+ + +2 3+6 4+00 54+40 54+80 SCALE 111`4 1 ♦11=41 HORIZ VEW ®ATE 0 /04/2025 OJ. NO. 25 522 SHEET 7 OF2 ST4 25 522-ST PROF.DWG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET JL VERTICAL 4 2 0 4 8 12 SCALE IN FEET � O 2705 Lu 0 0 � O O- 2705.0 �P. Oul' Oui 2705.2 2705.3 O ,�, � _ — $ 10�+00 — � W.HARRIS ST. .-..'®..•..'.•R,�®`�•\�.� �_._....�® 2705.7 270s. Lu �' `n 2705`1_ . . . --- . • . . • . • -®— oi ��' 'ai EMERGENCY ES �. �• ®� OC cn cz cm ' 2705.0 ®� —®�..� . . . . . . . q�� ./' 706.3 �. Q®. _ ? 6f —. �. 2705.2 �..' • __• ... ......................... ................................... ..............? Bt. .................................. ............ g®.. 2705.3 2705.7 2706.1 �X 270s.5........ 70 8 ?d717.!!t ` 2 ®� _. �. . 2706.3., -....... .. _.... ........................ ........................ 2707.0 a?1�72t t -, _ ---ems �� ....•. � — _. _,- ............. -w, ._.�, -ter.. ._m_.__._ .. ...•- ..... .... � _ ---�-�-.„._•.�a..,.�..._ _,w,� ..� = _ a__ 2705.... ...................r ..... ..... n — — 708.0 ..... .. ®-- 2707 8 t„ �6 a_ :-�. •.{....,-a-.-. t:W _-- .�.. .w..:._._..—. �"o®'• Tz��4 `�E.G. .... e ,�.� _ .�:..a„ �.�- ,,E G E.G. ~— ' .e. --t-o- -� _ __. a _ ,,. ....... 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O� ----a �,1 I w cr) r � � 0 w ® O +6 +0 + +3 1 + 1 + + 2 2+8 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 6+80 37+20 37+6 3 +0 8+4 CD 272 272 FL � Lu � o w '° ® � +1 272 272 + ;� +, � +I = o 00 � MV oN � Mrs �Lc) ® � � � �� N � P_ �9 T— W ~ ® '— + N W < J t— H —9 co N = cc) � 0� Cl W cn W � @jt 271 + W-� W-� 2716 M NWcn � �; � .32� N co «r3 -1.5® • CD Co cm FINISHED GRADE — 0.40°� `®®® 100, � � � ACCESS ROAD � \ l � i a + F- / `rLIJ 272 2712 co N-Wp 2®°/a o / 37+04.1�- � � � � � �; —®® r — INV=2710.9± t; i ' C r u, c„ W � __l EX.15°GIRR ♦ i i c w O ®®® I uj cm ORIGINAL GROUND i- +• a. cv caa INV=2709.2_ ® ® V a. — AT CENTERLINE N N .360GI z 2708 _ 270 cy <t �/1Lo V Z Z O Z H 27 o (D :5 274 .� w co 20' EMERGENCY ACCESS' RD® mm Lu 27 2700 0 / WGo 1 W 1 co 00 W 1 W 1 W 1 W 1 W 1 �/ 1 W 1 W 1 W /CD W 1 W 1 W 1 W 1 W t W 1 W 1 W 1 W 1 1 r e-- r r r r r r r r r 4` cc N co O CG N to co ca CD 1 11a 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 c� c� ® N ®o ® cd ® Go ® �i ® ® ® � o r '� N cai cai cYi ch ri cli C6 c►; �t `�' rra SCALE 1'i=4 ' 1'�® , co ® ® ® ® - °'� r r•- r �` r r r r A r e` r t` r e` r °' r �' r r °� r r r is to. i� t� t� t` t\ t 6� � N I N � r- N te. N d` N P.. N N N N t-- N N ►� N �9 �. cV r� HORIZ T N N N N N N N N N N N N N N N cat N N N N ®ATE 08/ /2025 29+60 30+00 30+ + 31 + 1 +6 2+ 2+ 32+ 0 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 6+80 37+20 37 60 38+00 38+4 OJ. NO. 250522 SHEET F 26 250522-R0 .DWG d ® 8 € 1 BL.4 f a g ffi . SIGN KEYNOTE LIST x - w .® s B2 ITEMDESCRIPTION W.HAR m IS ST. — — W.HAR IS T• S5 S7 0 \ (FUTURE)W.HARRIS ST. ° 18 i — -' — -- — -- -- — -- — —— — — — ® -- S5 INSTALL N PARKING ANYTi E ,DOUBLE ARROWSIGN 7-1 (12°x18),TURNED 5 T ROADWAY. 77 a, 20 EMERGENCY ACCESS RD. - - a _ -- -. . . . m — — r — ® .— ® I L T NING VEHICLES YIELD T BICYCLE AND PEDESTRIAN SIG 1015 R O .COORDINATE A m .a> . I I I � 62 S6 SIGNAGE WITH ACHD STAFF. 24 se . If I 16 16 24 °� ° °° 12'PR 44 HORIZONTAL S7 INSTALL AUTHORIZED VEHICLES ONLY",SIGN R5-11 (30 x24). COORDINATE LOCATION WITH ACHD. � 60 30 0 60 120 180 S8 INSTALL"STOP SIGN"R1-1 (30.40')AND STREET NAME SIGNS.COORDINATE LOCATION WITH ACHD. ,Jjt f 21 ,., G • , ;� S9 INSTALL"STREET NAME"SIGN,COORDINATE LOCATION ACHD. 2 21' SCALEI FEET °C 4 $L.7 B1 INSTALL E III BARRICADE PER AND SUPPLEMENT T ISP C SD-1 132B D INSTALL SIGN STATING E ' �, THAT"THIS ROAD WILL BE ENDED IN THE FUTURE".COORDINATE SIGNAGE WITH ACHD STAFF. r s t m INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER AND SUPPLEMENT TO ISPWC-1132A,PER Z O cm I 62 TC PROVISIONS SECTION60. 2.THE BARRICADE SHALL INCLUDE A KICK PLATE AT E BASE F E r _ 20 �_ N TO PROVIDE CANE • v . . �- S9 ---- SIGN NEEDS TO BE INSTALLED TO MISS GRAVITY IRRIGATION PIPES. W.BRIARCLIFF ST. — S9 N1 SEE GRAVITY IRRIGATION PLANS FOR ADDITIONAL INFORMATION. s B1 W.BRIARCLIFF DR. 1 26 ® ® co co ® ujcac ® SIGN INSTALLATION I AC RIGHT-OP- AY NOTES. > D cm Ia 1. ALL INSTALLED SIGNS SHALL EET ALL REQUIRE E TS PER THE CURRENT OF UNIFO 0 ® u uwi 2 26 s 6 3 ` TRAFFIC CONTROL DEVICES AND THE LATEST AA COUNTY HIGHWAY DISTRICT ILLUMINATION,TRAFFIC ®� BL"2 SIGNAL SYSTEMS,ELECTRICAL,TRAFFIC SIGN INSTALLATION PAVEMENT KINGS SUPPLEMENTAL PROVISIONS TO THE TEST IDAHO STANDARDS FOR IDAHO STANDARDS FOR PUBLIC WORKS ®� �' N T UCTION MANUAL LS.P. . . � Q ®® COS ( ) Q BL2 QZ ■ ® � CC cn 2. OUTSIDE SIG INSTALLERS UST BE BONDED WITH ACHD D UST OBTAIN NO-C-CHARGE 3 . _ RIGHT-OF-WAY PERMIT. �"'� �."" 1 uj 7 17 ALL SIGN LOCATIONS WITH ACHD STAFF. M &RELOCATE ®o � 3. CONTRACTOR SHALL COORDINATE G 24 STi G STREET SIGNS AS NEEDED). z ®® 4. INSTALL ANY/ALL SIGNS PER ACHD STAFF, N IF NOT SO 0 M UJ U. = O 4 \ CD B �6 5. E AND RELOCATE EXISTING STREET SIGNS AS NEEDED,(S.LINE R .)PER ACHD STAFF. ui 00 ®� 6. CONTRACTOR SHALL SALVAGE ALL REMOVED SIGNS TO ACHD. �s 5®®NFL Fti u vE (�f 5 23 15 10 BL.3 W.ROSADERO DR. B1 % ` `�� S9 STRIPING TAIL KEYNOTE LIST . B2 FW ®R O 14 > ` DETAIL DESCRIPTION Ail. S� r 11 22 ::� .@� MULTIUSE PATHWAY( P)CENTER LINE-2 ° IN. . °°SOLID(YELLOW),PER LATEST EDITION OF ACHD TRAFFIC STD.T -1112.03 ®� 7 ♦ CROSSWALK \V .. \ i3 18 24-SOLID(WHITE)X 12°L,PER TEST EDITIONOF ACHD TRAFFIC STD.T -1112.03B o -�� 2 / o uJ 1 Q 21 ♦ STOP B L cm ft 24 SOLID(WHITE),PER TEST EDITION F ACHD TRAFFIC STD.TS 1112.0313 w Q. \ 20 \ �® 4 MULTI-USE PATHWAY(MUP)CENTER LIE ® 12 � �j 4 SOLID(YELLOW)WITH STRIPE GAP,PER LATEST EDITION OF OF ACHD TRAFFIC STD.TS-1112.0313waft < BL.1 g o 19 a o\ upaO \ % O oC BL.6 ® ac w °D o 13 ?X � c� N /10 �- / A i STRIPING NOTES w � 2 1. STRIPING SHALL COMPLY IT THE TEST EDITIONS F SECTION11 F E I.S•P. ,C. THE ACHDCL ' \ s SUPPLEMENTAL PROVISIONS. 1 ��y✓ 1 �� 2. FOR STRIPING AND PAVEMENT SYMBOLS SEE TEST EDITION OF ACHD TRAFFIC STD.DETAILS T -1112 TS-1113 AND 17 O� , . N\1 ,. B ® ,g, TS-1114. \ 12 15 u \ 3. REMOVE ALL EXISTING STRIPING THAT CONFLICTS IT N STRIPING, IF NOT SHOWNON PLANS. ` 4. ALL INSTALLED SIGNS MUST MEET THE REQUIREMENTS FOR DIMENSION,PLACEMENT,LETTERING,SYMBOLS,AND B2 ILLUMINATION AND REFLECTION PER THE CURRENT MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES AND E TEST ® oa. BL.2 EDITION OF AA COUNTYHIGHWAY DISTRICT ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,ELECTRICAL,TRAFFIC SIGN - � 13 m,v INSTALLATION AND PAVEMENT MARKINGS SUPPLEMENT PROVISIONS T THE CURRENT IDAHO STANDARDS R PUBLICLli 16 � - .K, ��, G'�. zap - • / a= 61 WORKS CONSTRUCTIONMANUAL(ISP C). , B2 5, PRIOR TOPLACEMENT OF A PAVEMENT MARKINGS CONTACT ACHD INSPECTION FORVERIFICATION F COMPLIANCE Z 14 15 m IT POLICY AND EXISTING PAVEMENT KINGS. 0 cc 1 �ry , 17 � �� ~ ® a ® ®c, : z 1 z ® 26 .� Q BL. ® BL.1 Z W — 0. 25 20 .n 24 1 21 SCALE HORIZ 1 3 g° .s ®ATE 08/04�/2025 22 P OJ® NO. 25 522 BL.1 . ® i 2 SHE 1 26 250522-ST .D G APPROVED LE® FIXTURE LIST FOR STREET LIGHTING N NOMINAL STANDARD _ 2 MANUFACTURER MODEL NUMBER MOUNTINGAST AR APPROXIMATE PEDESTRIAN ® . B STREET T LEVEL TTS EIGHT LENGTH 1 BL.4 AMERICAN ELECTRIC ATBM E MVOLT R3 BK P7 115 .. . . . , .��-; ---=- �= •.� :e � - 1z, L N STREE IRKS SSL A02- - -T3-NIA-BK 10MSP-4N7 T 87 l �= PHILLIPS RFM-108 8LED4K-T-R2M- NIV-DING-RCD7-PH9-BK 106 W. HARRIS ST. #57006C --- --- ® \ (FUTURE) W. HARRIS ST. 100'(7 LANE ARTERIAL) 35' 15' - S T. # -- �-- — A ERICAN ELECTRIC ATBM VOLT R3 B P7 164 20'EMERGENCY ACCESS RD. EATON SIRE IRKS USSL-G-A02- - -T3-M -B -10 e,» � M .:fi ..m -`' !' ¢ ,x. ,.... .• tl,. m,.:...e . ».,., Q. ,_,.m a:...tk ,' ,,.... o "--''c d", m.:..,... — — — — — - — ___,. 4. . . d, .• *. ,: » R PHILLIPS RFM 160 8LED4K T 2M UN DMG RCD7 PH9 BK 161 1 9 n # 22 AMERICAN ELECTRIC ATBM D VOLT R3 BK P7 95 —E�. - - � -- --� F,( `.�... c I t fw. L019� EATON/STREETWORKS USSL-A02-D-U-T2- A-BK-4N7-TH 87 PHILLIPS RFM-108W48LED4K-T-R2M-UNIV-DING-RCD7-PH9-BK 106 ® � m 71° 5 LANE ARTERIAL 35' 12' I k I AM�ERICAN ELECTRIC ATBM F MVOLT R3 BK P7 133 I � ' 21 4 :-E 1 MEDIUM! EATON/STREETWORKS USSL-G-A02-E-D-U-T2-NIA-BK-4N7-TH 143 � � BL3 s .BL7 PHILLIPS RFM-160W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 161 AMIERICAN ELECTRIC ATBM D MVOLT R3 BK P7 95 2 .. x LOW EATON/SIRE ORKS USSL-A02-D-U-T3- A-BZ-4N7 87 PHILLIPS FM 72W 32LE 4K-T R3M 73 50'(LARGE COLLECTOR � `» ( 30' 8' o® I € w OR 3 LANE ARTERIAL) AMERICAN ELECTRIC ATBM E MVOLT R3 BK P7 115 Z #57007C I E �� — — — — � � � _, 2® �� , ® MEDIUM EATON/STREETVI60RKS USSL A02-G D U T3-BK-4N7 143 � ' FM-108W48LED4K-T-R3 106 PHILLIPS R ta EATON/STREETWORKS USSL-AO1-D-U-T3-SA-BZ-4N7* 57 � . BRIARCLIFF ST. LOW LEOTEK GCJ1-20H-ITV- -2 - B-70 -PC 7*RFS—54W 16LE 46 ' #)O= i" W. BRIARCLIFF DR. 4 OR LESS(LOCAL) PHILLIPS 4K-T- 3 UNIV-DMG®RCD7-PH -B * 54 ®r 3Q' at 25 H . . �u�, .' _ (25 AND 30'M ) 8'at 30'MH f y 1 Q_ ar wr_� ,W=:�._ m ;, ETON/STEE ORKS USSL-A2-D-U-T3-SA-BZ-4N7 87 v, . 5 19 a . - MEDIUMPHILLIPS RFS-108 32LED4k-T-R3 -U IV-D M G-RCD7-PH8 -BR* 108 3 �08V �K # sss�® DOWNTOWN HISTORIC ®LU 1 26 z _ MEDIUM HOLOPHANE ARUE 70-4K-AS-G3-B-S-D 70 12 NA » E POLES — C5 ! t o � *NOTE: W ® uj ;. :�° WITH USSL FIXTURES USE PREFIXES MA AND BK INSTEAD OF SA AND MA FOR BLACK TYPE 1 POLES WITH RFS FIXTURES USE BK INSTEAD OF BR WHEN USING > ® u x� �� BLACK TYPE 1 POLE WITH LEOTEK FIXTURES USE BK INSTEAD OF DB WHEN USING BLACK TYPE 1 POLESllvL . °� L.LB a" 2 25 � 6 is Fz ;cm �.+ BL2 C/5 LIL 00 00 BL2 ; an t 3 4 . O ®� :� a _� aL x R uj w �y asp Fri k �,.T S h 7 = a STREET LIGHT LEGEND STREET LIGHT RIOTESLu 1 , 17 8' 00 < ` ® c� 24 pcn "A Y" �.� �m� � PROPOSED TYPE I STREET LIGHT au�u 1 a CITY OF MERIDIAN TYPE I STREET LIGHT. a WITH MAST ARM LENGTH �?� � }s cmaxx) DEVELOPER ILL INSTALL PHILLIPS MODEL N . FM-108 48 D4K-T-R3M,1 Q6 WATTS,A ao:am # 4 "� CD® J / MOUNTING HEIGHT F 30,FEET,AND A STANDARD MAST LENGTH OF 8'FEET,EXCEPT FOR M uj PROPOSED TYPE II STREET LIGHT �� 4 cf' #57001 C WHICHSHALL HAVE A AST AR LENGTH F 151 FEET. � �- a Vui ✓✓✓ O #1234 C MERIDIAN CITY LIGHT POLE NO. 2. CITY OF MERIDIAN E II STREET LIGHT: • k, � `` ��b DEVELOPER WILL INSTALL PHILLIPS MODEL NO.4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR*,54 WATTS, } =-��, � AND A MOUNTING HEIGHT OF 25' EXISTING TYPE I STREET LIGHT S®OVAL�y N, y® S -� 3. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE THE CURRENT VERSION 15 EXISTING TYPE 11 STREET LIGHT OF THE ISPWC,THE MERIDIANSUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL 10 BL3 • °� W. ROSADERO DR. t ELECTRIC CODE. �" � � ' .Q #12345C EXISTING MERIDIAN CITY LIGHT POLE NO. ip p » „w 4. A STREET LIGHTING ELECTRICAL PER IT SHALL BE OPN P IR TO STARTING O .USE THE �► �► <4 ONLINE CITIZEN PORTAL AT tt s,//citizen ortal.meridianci .crcC'° e Access/TO OPEN A PERMIT AND ! 14 . 6 dux tea`b , 14 REQUEST INSPECTIONS. �FN AA. SS 22 `� °1 mIN, 11 � z 5. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING,BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED RING. �'•�o- `N ®�.�,. 7 13 6• STREET LIGHT BASES SHALL BE LOCATED 10°MIN.FROM TREES,5' IN.FROM FIRE R TS AND w 12 ` 2"MIN.FROM WATER METERS. �• a .. q a:. tJ,J Q) gg B K ll. �, m h O s` 7. KEEP ACC TE NOTES OF CO DUIT AND JUNCTION BOX LOCATIONS,A ACH A REDLINED AS BUILT ® ^ am h :s �o � `` DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD �' 4 ° 3» b =° c� COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL W #57010C `� 2® wry ��, p» m 12 gR � � g << INSPECTION v� ,� BL1 �a _ C0k 8. CONTACT THE CI TRA SPORTATIO AND UTILI COOK INAT R(208)898-5500 R QUESTIONS _ w � . � : 19 o �p 9 A w g REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. o � � 0) ® . 9. CONTRACTORS ALL COORDINATE CONSTRUCTION NTH I AH PO CO. ® ® cr ^ w � $ a® 13 k o /40 =000o 1 . VERIFY LIGHT POLE LOCATIONS T THE OWNER AND MERIDIANCI PRIOR T INSTALLATION. 18 cm Z °• - 11. THERE IS 1 'STREET LIGHTEASEMENT ADJACENT TO ALL STREETS THIN THIS SUBDIVISION. a. ® kza, S ` 1 / .tr x � # 11 ;° w ��. ° 12. ALL STREETLIGHTS AND STREETLIGHT AMENITIES(CONDUIT ES JUNCTION BOXES ETC.)SHALL BE LOCATED WITHIN THE RIGHT OF AY/STREETLIGHT EASEMENT. °o�.. o BL2 ® :. 12 15 °` . N " � D BL2 R o LANDSCAPING NOTE 16 » ® 13 q 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED AFTER CONSTRUCTION ON THE LOTS,TREES MAY BE MOVED TO ACCOMMODATE DRIVEWAYS,UTILITIES AND LIGHT POLE LOCATIONS. r 14 � x,� Ah �, a:e qre �. � ,: z 16 v26 °° BL1 25 20 24 1 a'--60' p 1 1 19 21 t HOW t SCALE 23 �.p m�b ®ATE 06/04/2025 22 PROD® NO. 2522 BL1 ��e HORIZONTAL 7 ® 60 3 0 60 120 160 SHEET 11 26 — — SCALE IN FEET LGT� l 250522-LGT.DWG GEOTECHNICAL INFORMATION PROVIDED BY MW 2.1 mE IDAHO NATIVE GEOTEC ,LLC•, REPORT N. N=693886.5 DATED OCTOBER 25,2024,AND ADDEMDUM ® ® E=2450150.2 REPORT DATED JUNE 19,2025. / HORIZONTAL 1 2.2 12.1 GROUNDWATER MONITORING FROM ® STA=19+60.00 STA=1 +60.00 SEPTE BER 25,2024 TO JULY 25,2025. { 0 20 0 40 80 120 VC=270 .22 VC=2705.22 Lr GRATE=270 .74 G TE=2704.74 ® � L_ BL.4 � SCALE IN FEET SG 2.1-IN 22.00 LF 12 A A -- - -- ------ -- - -- RI =2705. C-900 PVC @-0.91X ` . . .. a. Q MW 2.2 m - . .. N=693829.0 4.74 LF 150 PVC - 6 • E-245047 3 @-1.05 - � IS ST. 10+00 W.® W.HARRIS ST. (FUTURE) -� - - 6.76.LF`15 PVC ®------ •.- 20'EMERGENCY. .� ACCESS RD,. f - . . Y. SEEPAG E BED 21 ®� � � .� � -.-.., � s-roR DRAIN DATA ® " 6.76 LF 15 PVC _ ®� STORM DRAIN DATA Z2 ®®®® 0.00 _ Oa .2) �, 32 \ LL (SEEPAGE BED 21) (SEEPAGE BED -- --- ------------------ ------------------- -�T I A , I . SG 2.2-I I DI 21 DI 2 3 lic �� RI =2705.56 : m i L10.29 LF 18"PVC � /_ • ../ °"�'®-. - CL STA. 19+60.0 ,OFFS 11.75°LT CL STA. 1 + 1,OFFSET 15.25°LT 314.00 LF 18 PVC / � 4 � i 0,00 TP-3 @ 0.00� DROP INLET, E I,ACHD SUPPLEME T P INLET, IV,ACHD SUPPLE ENT to - ° - ' BL. i . j GND.EL.=270s.3± (Top Half Perforated) iz TO ISPWC S 601,WITH 1 SUP TO ISPWC SD 604A, T 1 SU P GRATE= 27 •74 GRATE= 2707.71 a® 21 I I " sa {• 12 INV.OUT=°2701.80 12 INV.OUT=°27 .8 ` 1 I 22.00 LF OF 12 A A C-9o0 PVC 2 .0 LF OF 12 AMA C-900 PVC I. 11+00 S=-0.91%TO 12.2 S=469%T 12.4 Im BL. ®a� � a Q(2)= 0.2 cfs V(2)=328 cf (2)= 0.4 cfs V(2)=983 cf 4 I (25)=0.54 cfs V(25)=869 cf (25)= 1.18 cfs V(25)=2608 cf Q(100)= 0.76 cfs V(100)= 121 cf Q(100)= 1.66 cfs V(10 )=3629 cf 52 Lu - LLJ I a ®C c) c\j DI 2.2 12.4 Lo aL I , CL STA.1 +60.00,OFFS 11.751 T CL STA.14+ 4. 1,OFFSET 15.25,RT /1 ® L o i cn 2-DROP INLETS, E I,ACHD SUPPLEMENT DROP INLET, E IV,ACHD SUPPLEMENT s TO! PWC SD-601 NTH 1°SUMP AND 12°° T ISP C SD-6 4A WI 1°SUMP ® �� CONNECTING PIPE GRATE= 2707.71 Q T GRATES= 2704.74 12"INV.IN= 2704.60 � � ®� m I 12°°I VS. (PIPE CONNECTING IN S)=27 1.35 12"INV.0 T= 27 .5 � U) ® ®® � W.BRIA C 12"INV.IN=2701.60 2.50 LF OF 12°°PVC @ S=-4.00%TO SG 2.3 < cc e 12+01 _ I 15"INV.OUT= 2701.35 w CD CC I m 1 4.74 LF OF 15°'PVC @ S=-1.05%TO SG 2.1 Q(2)= 0.34 cfs V(2)=702 cf ouj a f 0(25)= .89 cfs V(25)= 183 cf W � I Q 2 = 0.92 cfs V 2 = 1591 rf Q 10 = 1.36 cfs V 10 =2592 cf O O ( ) ( ) ® ® ® 5i 5 1 Um - -- --- _ __ Q(25)= 2.45 cfs V(25)= 223 cf z W� � -® (i 00)= 3.71 cfs V(10)=5875 cf �-�- T SG 2Cot.3 ,RT Lu s 12+5j•13 i U. SG 2.1 11000 GAL.SAND&GREASEITRAPcn CD t r 9 STA®19+60.00,19.2 1 T(I H) (TRAFFIC RATED)WITH 20'°BAFFLE SPACING ui g . ; 1000 GAL.SAND&GREASE TRAP RI (IN M )= 2708.04t (MATCH SIDEWALK) I Y (TRAFFIC RATED)WITH 20'°BAFFLE SPACING 12°'INV.IN= 2704.40(FROM DI 2.4) .o RIM(IN MH)=2705.34± (MATCH SIDEWALK) BOTTOM OF BAFFLE IN=2703.80 15 INV.IN= 2701.30(FRO 12.2) TOP F BAFFLE 0 =2704.30 �5 GEN3 po `® 15°'INV. (CON ECTING)=2700.00(SG 2.2) 18`°INV.OUT= 273.5 (T SB 2.2) ®� �►® F® �'� 18 r �� ® BOTTOMOF BAFFLE I =270 .70 22.00 LF 18"PVC S=400%TO SB 2.2 6 0 ®® TOP OF BAFFLE OUT=2701.2 18°°INV.@ SB 2.2= 2703.55 BL. ®®® ®®® 15°°INV. (CONNECTING)=2700.00(SG 2.2) up \ ®® SB 2.2 SG 2.2 SEEPAGE BED PER ACHD STD.DING.,BMP 21 A. SG ® . ® 3 .00' T(IN H) 1 °L, 15'W,9,0' . STA.19+60.00, 1000 GAL.SAND&GREASE T FINISHED SURFACE EL .OVER (TRAFFIC RATED)WITH 20°'BAFFLE SPACING SEEPAGE BED= 2708• (MIN.) ® ® RI (IN MH)=275®56± (MATCH SIDEWALK) TOP OF BED(ROC = 706.50 15'°INV.IN(CONNECTING)=270 .0 (SG 2.1) BOTTOM F BED( OC =2697.50 1 ®® ®® - BOTTOMF BAFFLE IN=2700.70 BOTTOMF SA = 2696.00 *- ao ®®® ,, � ®`s TOP OF BAFFLE OUT 2701.2 w w 7 � '®: `"" g �\ 15°°I .I (CONNECTING)=2700.00(SG 2.1) V(10 ) = 6221 CFS 18"INV.OUT= 2700.45(T SB 2.1) � c. ® `. °o Q ea ® F- O 10.29 LF 18 PVC @ S=400 P®T SB 2.1 134 LF 18 PVC (TOP-HALF PERFORATED) 18 INV. SB 2.1= 2700.45FUTUm`hE S= 0.00%(FRO SG 2.3) ® GROUND ATE = BEL 2689.3± . �® SB 2.1 (NO GROUNDWATER OBSERVED)TP-3 ® Z 1 SEEPAGE BED PER ACHD STD.DWG.,BMP 21 INFILTRATIONRATE= 1°° r ®® �� 320°L,6° ,9'D (SEE SHEET T-2 FOR SEEPAGE BED DETAILS) ® � ®® �� MW 2.3 W CO ®® kdo �� N=693365.7 FINISHEDSURFACE ELEV.OVER ® � E=2450449,9 SEEPAGE BED= 2703.00(MIN.)/MIN.1.5 OF COVER TOP OF BED(ROCK)=2701.5004 DI 2.4 DI 2.3 BOTTOM F BED(ROCK)=2692.5 STA=14+44.91 STA=14+44.91 BOTTOM OF S = 2691.00 :® s TBRC=2707.98 TBRC=2707.98 GRATE=2707.71 GRATE=2707.71 V(100) = 7085 CFS •r ®® 1 g _ as MONITORING WELL ®® ��, y 6_ 314 LF 18 PVC(TOP-HALF PEFO TED) -� 2s•oo LF 12�A A S= 0.00 CONTROL POINT DATA ` M ® 1 �\e '9y W.ROSADERO DR. C-900 PVC(�-0.69 m �-----+ GROUND ATER= BELOW 2689.3-� CO TROL POINTS NORTHING EASTI G (NO GROUNDWATER OBSERVED)TP-3 N 1/4 CORNER SECTION 25 696 462.6 2,451,858.5 2.50 LF 12°PVC INFILTRATION RATE=1°°/hr C 1/4 CORNER SECTION 25 693,815.E 2,451,837.4 i`-.•.- � 'max o @-4.00% (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) d z ® 14 °s -------- �+ g. SG 2.3-IN BU �xti = 04 m. RIM 2708 0• 22.00 LF 180 PVC C z a / @ 0.00% CM F ♦®f ® �� ice. I I c%a I z 13 � - .® , I ®_ Lu .- Qo In w I, NOTES F- "' 12 a.3,' et G3 ' . < I 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN FACILITIES. ff , Lu I 134.00 LF 180 PVC Lu o Half Perforated 2. CONTRACTOR SHALL CALL AC FOR INSPECTION OF E STORM DRAIN SYSTEM. 15, 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION o ® ® ' 1 o� ®® . : =,' 4 I I SYSTEMS.CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF " ®® ,' / �' ; THE MARKERS PRIOR TO BACKFILLING.ACHD IS CURRENTLY SUPPLYING THE DEVICES. N=693165.3 I I x0 . BL. 6 E=2450438.9 1 . ALL PIPES CALLED OUT AS PVC ((EXCLUDING A A C-900 OR A A C-9 )MAY BE C ' i i ASTM D 3034(SDR35)OR S -12HP. SCALE 1 4 , 19 I I ATE 08/04/2025 O ® � 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5'OF COVER. 3 PROJ. NO. 250522 r ®® '� 18"INV=2703.55 6. SEE SHEET DT-2 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. ;s�i / 7. ALL PIPE ANGLES SHALL BE 90*UNLESS OTHERWISE SHOWN. SHEET 12 OF 26 ® m � ® '° 8. SEEPAGE BEDS SHALL BE 0 EXCAVATED BELOW THE BOTTOM SAND INTO FREE 1 ®®' �� i / DRAINING GRAVELS AS NEEDED, (APPROXIMATE ELEVATION OF 2689+/-)AND BACK FILLED SD� l WITH PIT RUN GRAVEL O SAND. 250522-S ,DWG 4`1P FUTURE 6"�°/ HORIZONTAL ,x _ 2 0 20 0 40 120 60 - - BL.4 snPl saPl G his 717 � - A� ALE IN FEET -_.- DI22 . a D21 - 'per . f „,,, ,,,,,,,,,, ..............,,,, .., .,. » » w, �l . W.HARRIS ST. 12 W 12V 12`M! -- �S - - - - - W.HARRIS ST. - _ 121 m 8°'S® -- - -- - - - - - - - - - - - - ---- - - - - - - - - - -- n �1 - - _ _- 8�S W HARRIS ST - , -- 2U EMERGENCY ACCESS ROAD q .... - -_.. MW 2.2 ----- - - - s , ;, - - - - - - - ,, 4 .. - - . Q -> 1 I' t t _ \ \ 1 I 1 z EX.SSMH 1.0s 22cl k W -SSMH 2.01 . - - -W----- . . SEEPAGE BED 2.1 .. _ ----- .. to T- 1 8upl F , Fn -` 12IR . ____.w u� 8 PI = BPI EX.GIRR MH 1.4 EX,GIRR MH 1.5 - - SG 2.1-IN FUT GIRR 3.1e c GIRR MH 2.5 / I x t c SG 2.2-IN Q I 4 @ t ;. cc 21 ' I GIRR MH 2.6 s ®� � BL®3 �� .�t �® � co I, k 2 z ��® 1 m�I tr I (rQ Lu BL.3 _ ,� w. �» �L.7 m» _ o Lo --� W N cos c� - a � w >- FHti .: S I "° CC m 20 0 �CiJ _i .►" ZL C/i • $ �W o '� , BIARCLIFF ST. �. _: ». .. » mo cc _ cc 0 M _ BEo� 0 W.BRIARCLIFF DR. ui ' ►8 -O w S 8 S�- SSMH 2.02 8°S0 g � Q - --- - n p �f CO 2.01 z , 5 19r SSMH 0Lmu J c� ® J ---� ADD z I, P1 SvC LL 'f cnca 717 ®® � I 4cm t 26 0 • _ -- f _¢ .. ® SSMH 2.03ui 5 �� S 2. FUTURE 7 cn 2 6 18 , 25 a cp PHASE I BL®2 ffi � BL.3 ADD PI SVC SSMH 2.04 w » Fro e BL,2 ADD • Pt SVC SS 2. 7 cb ' ui M 17LmFH t- w re r � _ '� goo ct) cm 7 Q ® 1-= � ._1 24 1- • coy ��`s ® 0 . - z co ® to LL a CD 16 - y `for ® 0 w 0 4 IT m 8CL k { N� "r 9 ^ o ff]] a at SSMH 2.08 DI 2.3 , u 2 ® � � �. �. g / / m BL.3 --- - { 15 s 8�►u - 9 . .. W. O DR. CO 2.02 ® . SSMH 2.05 � 8 S � � O /® 1 N ADD - � n� P1 Siff ol 6 .� 14 t D12.4 - , \ . .G 22 BL.3 »FH"� SSMH 2.13 • t SG 2.3-IN e �F 11 i J / ,. . r PHASE �' , cm a a v13 yl y 7 t I O v d� ADD �'� ( t I_ v t c3' ADD 21 �` fn r uj Pt sic g �� ' m a BL.2 � 12 �� UJ 00FFUTUR. y � ► I 0 all LLI \X s » i r 820 t I t ba e t Z 6 / ffi 40 I SCALE tz 3L®1 t ADD 19 : ADD ®ATE 08/04/2025 / 3 m 7 e - 3 A\ 9 P1 SVC , PROD NO. 250522 SHE 13 OF 26 � « ■� e-- P 1 // 18 UTI Loiiiiii 1 SEE SHEET UTI L-2 250522-UTIL.DWG SEE SHEET UTIL-1 �n f SS H 2.05 o. . DI2.3 v .� HORIZONTAL OXN 23 v _ BL.3 15NN 5 a 40 20 0 40 120 160 JG e 9 . 8,,w PC / a W.ROSADERO DR. z m A GO 2.02 \ / g°s SCALE IN FEET ss�H 2.05 \ ADDti r P9 S1/C . 6 14 DI 2.4 h d : � hh" BL.3 FH SSMH 2.13 s ffi SG 2.3 IN a _ ll e \ PHASE I � h a . f -N, VNI", , / v�. 13 Foy, 7 ' .. / ADD17 ' c acm 21 s z Lo ADD o Ouj c� ®. • PI SVC \ �" VA R uJ cz FUTURE 12E co I Lu 20 (8c3 LLJ 23 FH —� v . g m\ \ 4 ' ti - 1 \ uc ADD uecj �� / 19 � �h . ,P1 SVC , � �� . ADD cn � �,x /0 P1 SVC .�.. ,. 4 � \ ' . . ,q CNJ / > C) Ow C.0 BL.6LLJ 2 Lu cn �x,\/ -, ", 0/ 1 �. LLcf) 6 ci;Lzu Lu < Z rr"`� / s�4 2 &Z iu CC Lu UJ 'gym ADD14 mmh A 17CD V s \ \ �. ADD \ ,9 >M / A� .� '' PI Siff -' Z w cr / m' } cr- co N 12 Lu t m b \ Cc 3 15 MAL 16 BL 2 Q `m 01 13 " 16 SSI1�H 210 vo \ \ m_ `v C' ozoo, PHASE 1 gib. ,�� \ / � sI' 4 17 0 0 s "s. FHLu '� a \ . r. A e. a Y d •V .. 15 N9, �\ 4,,. �� `� CD C 0 h m B ��b � � �.� L.1 0 n 1 y i \ / m t BL.1 s , e <00, �kp \ 86 FUTURE6 ® ®� .SS H1.13 25 `OQ% 2cli k n x - � 0 O Q 2017 ,— . SSH 2.12 4 SSMH 2.11 =--- x l 21 �-- 23e m o \19 � 22 m, 6* BLA ce co 4 121PI "PI J q cl U) W o N 4 4 { j e \t `�bh Y SCALE ` .hh HOW FUTURE cep ' ®ATE 06/04/2025 `0, $ PROJ. NO. 250522 h"A „ 9 SHEET 14 OF 26 UTIL�2 N� 1�1 11 "� 250522—UTIL.DV1lG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET VERTICAL 4 2 0 4 8 12 SCALE IN FEET k TB TB V12 k V6 T1 2 V8 SEWER 8� ATE KEYNOTE LIST - �� - — fk - .` 8'pl 61..4 6"PI T22 " ITEMDESCRIPTION �a 1 EX.SSMH 1.06 °- A8 ADAPTOR,8 FLG.X MJ PI 0 � ° SSMH 2.010 cm � r N1FSTA=18+81.63± 0 1 1 STA=22+17.21 B2 2"BLOWOFF WITH 8"OR 12"GATE VALVE,PER STD.(W13) V) ckj k IAN efr i, z<.°.M CITY @ OF FYdf,IC/ m ¢ of s,. ° ¢..., .Q " m..es• 'de . „ R. .e .'t. .. .. W6 .. . :.. . - : : -. a .: �• E3 ELBOW,8 1 1 4 J FLG -. WATER EASEMENT B2 TB ®_- 9 zv ,k, g - w .�, . . .. �` .. ELBOW,8,1 1/4 ,MJ 132 LF E8 E 1 k{ - W.Hcc ARRIS ST. 12" 12°W 220 LF 12"W 90 LF (Fu2uR� E13 ELBOW,8",221/2 MJ X I-G. 190® •- 19 — -20 — W.HARRIS ST. I — 12"V1► 1�? ® J $"S -21 22 _ E18 ELBOW,8",221/20, J <® �' 9d° W8 W.HARRIS ST _ .. ,8 ,45 , �� - �` E2 LB 1, ti ,, �. I p �� t dz cc H FIRE HYDRANT ASSEMBLY COMPLETE PER STD. 8 9 W 5cn ` a -RETAINA PROTECT STI G SEEPAGEcm ( ) BED _ . r, k SINGLE EKED SERVICE CONNECTION, A t.. 7 i1" 3/4" R N pcm CUE,cn m 0 3/4" ETER SETTERS,PER STD.S 1), 2)AND 6). --10 r _�,� �- N2 �, im ,j r - —'— ; .n. � . v. ,,, _ „ " ��tj tj - -- T N 4 RAN ° DOUBLE METERED SERVICE CONNECTION,1 WITH 3 METES D' '--' —....—,— --,.�•, t�;t'---"�'— --- _ .._ _ s� r._...�w F8 - .. ., ....... ............ ... .�,.,, Ott.. ® / w a— f, 8 Pi 8°PI — " S2 „ � 8 PI 3/4 METER SETTERS,PER STD.S(W1),(W3)SAND6). uuj - C ¢ N2 P J T7 TEE,8"X 8"X 6",MJ X MJ X FLG. f d. CD Co. ; x SC=22+98 ca r T12 TEE,12"X 12"X 6', J X J X FLG, FI � SI=2700.8 1 �_� �1 SL=41' N T22 TEE, 12"X 8',ALL FLG. Q ' ' 0cc aso �.< ww C) z B� 0w ®�� BU x f 3 BU � o ! T26 TEE,8"X 8"X 8",ALL FLG. '-- uj - �� 60 O ¢�� z f I P.C.C.THRUST BLOCK(AS REQUIRED EVENIF NOT SHOWN) a S2 TB T T 1 N TITLE HE AND I PW -4 ® ®u 9 4 �, Q SEE WATER NOTE 0 LE SHEET N S C SD 03 � o 1 h �� . W8 � wn m r. z 0 SC=20+�5.93± 5, VALVE,6"GATE,FLG.X MJ cai N3 10. V6CUD ' SI a 2701.0- i V8 VALVE,8"GATE,FLG. MJ M yj 4 N4 SL=4T 3.5' I � o 1N6 � V12 VALVE, 12 GATE,FLG.X MJ Lu SEE SHEET S-2 6 WATER MAIN,fi"PVC C-900 s W8 WATER MAIN,8"PVC,C-900 1 WATER MAIN,12 PVC,C-900 ®��i ®C,EN3'�® AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES,THE CONTRACTOR S Mtn ON1 REMOVE THE STING BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN. 6 CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK THE C F 'c MERIDIAN WATER DEPARTMENT PRIOR T CONSTRUCTION. y,► �'>. 1 +2 1 +6 + 18+4 18+ 0 + 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 y t'z of SEE WATER NOTE .2 AND SE NOTE NO.2 ON E TITLE SHEET. �� 271 2712 N2 �N. (ADJUST WATER LINE,AS NEEDED,TO MAINTAINMINIMUMSEPARATION) N3 SEE WATER NOTE NO. 3 SEWER NOTE NO.3 ON THE TITLE SHE N4 RETAIN AND PROTECT EXISTING WATER SERVICE AND RE-MARK AS NEEDED. ,- SSMH 2.01 N5 I A PROTECT EXISTING SEWER SERVICE RE-MARK AS NEEDED. ® o 27 48'®Manhole 2708 y �' G .SS H 1.06 FINISHED GRADE RIM ELEV= 2705.17 N6 I STALL 1 LF STEEL SLEEVE O WATER LINE CENTERED ON GRAVITY IRRIGATION CROSSING. w CID .SS 1.05 48" Manhole ORIGINAL GROUND AT SEWER LINE STA= 22+17.21 ^ 48"0 Manhole .Rim Elev=2704.41± AT SEWER LINE Str,Sta.=19+06.08 5.00'R RETAIN AND PROTECT EXISTING SEWER MANHOLE.ADJUST ELEVATION TO FINISHED GRADE � CM Ex.Rim Elev=27 . � _ N7 A INSTALL CONCRETE COLLAR AS NEEDED. � STA-18+81.63® _..., — � ® I-° STA=17+ 2®63 - _ --®®® --- ---- ------ 270 —— — 2704 � � � a co 6"PI cc :;-( � g >- W/SLEEVE „ 12 cc ^ PI cc ® ® cr W o 270 r SLEEVE + 0 CD 2700 i� z o N co I cn I I gg NOTES: I 2696 2696 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SO I A APPROXIMATE WAY ONLY. I THE CONTRACTOR SHALL DETERMINE THE CT LOCATION OF STING UTILITIES BEFORE J 1 COMMENCING OK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY A AND ALL DAMAGES �, CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY D ALL UNDERGROUND UTILITIES. N Ic I 8 LF DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. 331.5 8"PVC @ 0.42% c cc 2692 135•0 LF 2692 2. CONTRACTOR SHALL VERIFYC LOT HAS AN EXISTING SEWER SERVICE IS MARKEDPER STD CL 8"PVC .42%:t I L C/3 ,..,, S 3.1 STALL SERVICE AND/OR MARKER AS NEEDED. . w z .� coN 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. c"; s NN H +� ALL SE SERVICES SHALL A MINI %GRADE TO THE PROPER LINE. a CD 2688 +1 ±� 2688 Q ® ® � > , Z CC ® ® cn co ® � 5. MIDSECTION WATER MAINS SHALL HAVE 5 OF COVER,I ALL OTHER AREAS THE WATER MAINS SHALL 0. co co A 4'OF COVER. 61 II = z �Il ul -C ® z N Lu ® Z 268 = o � 268 Q 60 1-- 3� W. HARRIS ST. pQ � , C 28 2680 ui 17+2 +6 8+ 1 8+ 18+80 20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 SCALE 1 96=401 1°'=4' HORIZ VEW ®ATE 08/04/2025 f' OJ. O. 250522 SHEET 1F26 S� i 25522-SE R.D G HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET �L VERTICAL 4 2 0 4 8 12 immmmommi SCALE IN FEET TB V12 12 + 4 2 V8 22+0 22+4 0 2 2+80 23 20 23+60 24+00 24+ 0 24+80 25+20 25+60 6+00 26 40 26+8 27+20 27+6 28+00 SEWER WATER KEYNOTE LIST BL.4 "PI 2 7 SSMH 2.05 2712 ITEMDESCRIPTION 6 PI SSMH 2.03 SSMH 2.04 48"0 Manhole co Fa SSMH 2.01 SSMH 2.02 48"0 Manhole RIM ELEV= 27 .21 A8 ADAPTOR,8",FLG. J z in SEESHEET S-1 STA=22+17.21 48"0 Manhole RI 0 Manhole RIM ELEV= 2706.93 STA= 27+62.75 B2 2"BLO FF WITH 8"O 12"GATE VALVE,PER STD. 13) 1 2 7; 1 SSMH 2. 1 FINISHED GRADE RIM ELEV= 2706.32 RIM ELEV= 2706.61 STA= 25+48.75 Str.Sta.=15+ 6.7 ,3.50,cl�QF MERID 48°°0 Manhole _ STA 24+91.81 °°AT SEWER LINE TA- 24+21. 1 'w�TER EASE�E S 7 _ Str.Sta. 13+33.66, .12 R E3 ELBO ,8 , 111/4 , J X L .�a 2708 = 2705.17 ° Str.Sta.=12+78.64,6.12 R ® -- 8 RI EL - 2& 62 TB _ Str.Sta.=12+09.50,3.50 R ------ -- E8 ELBOW,81° 11 1/ ® MJ STA 22+17 21 -12"W 12°'W 90 LF (FUTURE) Str.Sta. 10+05,3.50'R -, -- --.-- - ---- - E13 ELBOW,8",221/20,MJ X FLG. W.HARRIS ST. 12 12 W - - ®, -21 I -� 22 W. AIS S . --J - .._. ®-- E18 ELBOW,8° 221/2®,MJ 90° 8 ��. 4-PI SE � ,,...., , _ 274 W/SLEEVE 2 s uj ORIGINAL GROUND - 0 a . . • 14, c� - - __ - HYDRANT ASSEMBLY COMPLETE E STD.e. . .. AT SEWER LINE FIRE A E P 8)& 9)& (G5) t s _ 12"GIRR 8 PI ®� SINGLE METERED SERVICE CONNECTION,1", 3/4°°METER AND 3/41'METER SE E S,PER STD.S 1), 2) D 6). 2 • N6 W/SLEEVE S1 > uujj lo-c:51 N a N2 t °a °° �� u- b . > " � 27®® - 2�®,p0�F 27 S2 DOUBLE METERED SERVICE CONNECTION,1 ,WITH 3/ METERS AN ® 0 f " �� . 8 PI mm 8�P1 22p ®0 0 3/4 METER SETTERS,PER STD.S(W1),(W3)AND(W6). �f- N Cm Lu 2 INSTALL 10 LF 16 STEEL CASING ON 8 WATER T7 TEE,8°°X 8°°X 6", J X J X FLG. , PIPE PER MERIDIAN CITY STD.DWG.NO.SW1 & �, L .. o �, SC®22+ SW2 AND W15-A&W15-B(NO ANNULAR FILL). `� ® ® T12 TEE, 12" 1211X ° J X J X FLG. O ®® 21 SI=2700.8 cm 1 CENTER CASING ON THE 121'GIRR CROSSING. 52 94 22A% ` ` T22 TEE 12"X 12°° 8" ALL FLG. Z ® ® SL 41' ►,pvC@ t II II ® ' BL.7 2696 10 LF �- 2696 �.0 cc ® t 66 @ ® � T26 TEE,8°° 8°'X S°°,ALL FLG. � ui - w °° pvG 200.50 LF S2 B ,° o B u: TB P.C.C.THRUST BLOCK(AS REQUIRED N IF NOT SHOWN) 0 N v, 8 PVC @ 0.42 do ao SEE WATER NOTE 1 O TITLE SHEET AND ISP C S -403cm uj ..cn es' N3 10.5' g N V VALVE, "GATE, .X Juj m .-.. �rn psi li �`° °° 3.5' 0 2 92 ��`► co (Occ�, � li it 2692 V8 VALVE,8 GATE,FLG.X JU. SC=23+68 9 LF o a > z V12 VALVE, 12°'GATE,FLG.X J ®® I=2701.1 T7 V6 TS ® 1" w CO, o > > e COuj C%ica z co er 6 WATER MAIN,6°°PVC,C-900 Z® SL=41' r CITY OF MERIDIAN S ' H II II >c� _ fi 8 WATER EASEMENT SAC E u o > 8 ATER AI ,8"PVC,C-900 268 L2688 s®®�A IMPF 25® ,� _..� a w._ ® � z 00 co 1 WATERMAIN,12"PVC,C-900 �i15 EIS TB V8 V8 V8 T26 8 50 LF 62 i (FUTURE) > 00 O<C ® ., ; , ' 8 - co AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES,THE CONTRACTOR SHALL S. WOODLEY HILLS WAY SSMH 2.02 �- IARCLIFF REMOVE THE EXISTING BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN. -o _ 90° Ni CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK THE CITY OF STA-24+21.71 8"S 1So° Ze 2 �® i S 26 4 26 4MERIDIAN WATERDEPARTMENT PRIOR TO CONSTRUCTION. '�'>► �' C=24+ ®®� --_ E WATER NOTE 0.2 AND SEWER NOTE N .2 ON THE TITLE SHEET. ��.9rE®F 19 l=2701.4 22+0 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 +00 26+40 26+80 27+2 7+6 28+ 0 N2 SEE Fib Sol L=41' (ADJUST WATER LINE,AS NEEDED,TOMAINTAIN MINIMUM SEPARATION) �® co FUTURE ® 2. 1 co Svc ® N3 SEE WATER NOTE O.3 AND SE NOTE .3 0 THE TITLESHEET. �, 8 STA= 4+9 .21 S2 4 RETAINAND PROTECT STING WATER SERVICE AND -MARK AS NEEDED. .r N5 RETAINAND PROTECT EXISTING SEWER SERVICE RE-MARK A NEEDED. - } SSMH 2.0 N3 , 10e0 E18 N6 INSTALL 10 LF STEEL SLEEVE0 ATE LINE CENTERED ON G IRRIGATION CROSSING. � � � 3 ® 5 STA=24+91.81 930 1590 , N7 RETAIN AND PROTECT EXISTING SEWER MANHOLE.ADJUST ELEVATION T FINISHEDGRADE 00 00 � 1Q A INSTALL CONCRETE COL AS NEEDED. co S -24+91.81 ® �- SI=271.7 W �•. w 19 SL=3s' TB E18 � ® co BL.3 oZ ® f 23+60 24+00 24+40 24+8 25+20 25+6 ® v cb 159° 102° 2712 2712 oc w Ooc � SSMH 2. J, W8 TB FUTURE N STA=25+48.75 �& Fy Z �. FINISHED GRADE � � SC=25+48.75 ®®mil 6 V6 SSMH 2.02 AT SEWER LINE SI=2702.0 5+4 � 9 LF 48"0 Manhole CO 2.01a. SL=37, S2 r � ill �`» RIM ELEV= 2706.32 RI ELEV= 2706.56 Ng �' \-� 2708 STA= 24+21.71 i STA= 24+90.21 2708 ®TES. N2 Str.Sta.=12+09.50 3.50,R a Str.Sta.-=10+65,8.5&R 17 _ 1. THE LOCATIONS OF STING UNDERGROUND UTILITIES E SHOWNI AN APPROXIMATE WAY ONLY. ® THE CONTRACTOR SHALL DETERMINE THE CT LOCATION OF ALL STING UTILITIES BEFORE uj COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITYFOR A D ALL DAMAGES FINISHED GMDE ORIGINAL GROUND CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE AND ALL UNDERGROUND UTILITIES. AT SEWER,oLINE AT SEWER LINE DIG LINE TELEPHONE MBE IS 1-800-342-1585. Q SC=26+07 7 _ + 2704UL SI 2702.3 a °' I 2. CONTRACTOR SHALL VERIFY EACH LOT HAS A EXISTING SEWER SERVICE AND IS MARKED PER STD SL=41' SW3.INSTALL SERVICE AND/ORMARKER AS NEE CJj g"W cm ® � 16 I °° Z ® + . ALL SEWER SERVICES SHALL BE 4 UNLESS OTHERWISE NOTED. - . ®�. SC=30+37.22 2700 N 2700 • �.� SI=2703.E 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. cc Z cn % SL=45° _ W 0 a. ° Z >- � 5. MIDSECTION WATER MAINS SHALL HAVE COVER.I AL OTHER AREAS THE TER AI SHALL S2 S A 5 OF L E REA WA S SG=26+ `� �`ffi. 8 E18 HA VE 4 OF COVER. SI=2702.8 " , O N3 w 0) S2 SL=41' N3 90 ®lib E18 696 96 J 2 2fi 1_ - LF 15 SS 2.05 lh .. W °°PVG 66 5® 0 42°� _ ® 8 @ W 1® F B1.3 sTA=27+62.75 �� 1�F W.ROSADERO DR. L1J 6° v - cl . ®_FUTURE 8 SEWER - A U _I 6' `'� TB 1210 SC=26+92.59 ad 0 13R° sl=2703 2 CIS H �® W 2692 �� 2692ui L=39' cm VAI �... ® T r �' � v, co II 1 ® uj �® SSMH 2.13 �, N > STA 30+10.83co F- 6 9 LF " T2s 2688 j 268 ® Vs SCALE 1 ®40 --4 co V8 HORIZ vEwr v8 DATE 08/04/2025 o W. BRIARCLIFF DR.3P J. NO. 250522 3 ® 2684 2684 s1 ® 23+60 24+00 24+40 24+8 25+20 25+60 SHE 1 F2S SE SHEET S-6 250522-S R.D G bb H 1.U5 �((� ST =17+42.63 1 22 w � � y co HORIZONTAL 1 S e t (sq^�ry ply -4 - - N .......... ( a, f - 8np 8 40 0 0 80 120 S SCALE IN FEET S �G I I� 21 S I I I VERTICAL BL.3 2 BU � f 4 2 0 4 8 12 l ��py t� ,� 4 I I I x I SC=20+85.93± I �- SCALE IN FEET es, SI=2701.0± I I N4 SL=471± N5 (� I TB S 20 N1 E18 SC=21+16 S �t �,ti SI=2701.2 ,. N3 TB G � W8 SL 53' E18 4 N3 SEWER & WATER KEYNOTE LIST W.BRIARCLIFF ST. - - - - N7 ►8"S � � 8°S-f- � ��, S2 '.� ITEMDESCRIPTION _. 20 1350 ---- 7x� -,. _ .- 8, A8 ADAPTOR,8 FLG.X MJ z c � ;a0 cm ® k{ TB -- use E13 c W _--a. ATE VALVE, E STD 1 �� $. 2"BLO 8"OR 12"G ) encm M B2 OFF ,P 5 19 fi E c 3 � SSMH 1.07 / EX.SSMH 1.14 1350 SC 21+32.20 STA=1 + 7.1 °" STA=20+89.54 -0 1st° SI=2701.4 E3 ELBOW,8",11 1/4°,MJ X FLG. N3 SL=49' ® 26 E8 LBO 8", 11 1/ ,MJ SSMH 2.06 E8 TB E13 ELBOW,8",221/2°, J FLG. STA=21+32.20 Q :. �CM E18 ELBOW,8°° 221/2° J s ��® £----- � . - _,.- �� _ � E28 ELBOW,8",450,MJ � ® Lu ® W STA FIRE RANT ASSEMBLY COMPLETE PER S 8) 9) ( 5) SCLo cri N3 SC=21+99 SI SINGLE METERED SERVICE CONNECTION,1", H 3/4"METER AND uj 2 SC=22+07 �� SI=2701.7 SL S1 3/4"METER SETTERS,PER ST .S 1), 2) D 6). U C11 25 sI=2701.7 L' SL=53' '8uj O u, 2 `� " WITH 3/4"METERS AND � c SL=37® a° BL S2 DOUBLE METERED SERVICE CONNECTION, , O BL.2 s.5' O 3/4"METER SETTERS,PER STD.S(W1), 3)AND 6). Lu m 10.5' ® S2 T7 E,8" 8" J X J FLG. 4. �.. CO ®� S2LLj T12 TEE, 12"X ®® ( T7 V6 H TB TB ` - ` T22 E,1211218",ALL FLG. Z ® ' BL.2 _ N3Lu • s Chi x " BB " Z a- 15g° �,, T26 TEE,8 X 8 X 8,ALL FLG. O �-- 3 SSMH 2.07 9 LF W6 �..." g uujj s P.C.C.THRUST BLOCK(AS REQUIRED N IF NOT SHOWN) STA=22+58.26 E18 TB TB 1 I P 00 < ® ®�NE Q SEE WATER NOTE ON TITLE SHEET AND C S -403 7 Z SC 22+66 3 SC=23+19 V6 VALVE,6"GATE FLG.X J c-ASI=2702.1 SI=2702.4 , ® ®® - SL=38' cc w �� SL=47' V8 VALVE,8"GATE,FLG.X MJ �uj z N3 V12 VALVE, 12 GATE,FLG.X MJ cc CO C5 TB ca W6 WATER MAIN,6"PVC,C-90 g E18 W8 WATER MAIN,8"PVC,C-900 m 1 WATER MAIN,12"PVC,C-900 EN AFTER ��C® \ ,° AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES,THE CONTRACTOR SHALL ® 15s° REMOVE THE EXISTING BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN. ® N1 CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH THE CITY OF JK MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. ` SC=23+62 �� y A9T li'► Z` �a SI=2702.E SEE WATER NOTE .2 AN SEWER NOTE .2 ON THE TITLE SHEET. SL=38' (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) cJ /� 4 ®` N 23 SSMH 2.08 S2 0 �o`' 3 SEE WATER NOTE NO.3 AND SEINER NOTE .3 N THE TITLE SHEET. STA=23+69.63 N3 N RETAINAND PROTECT EXISTING WATER SERVICE AND RE-MARK S NEEDED. 5 AI AND PROTECT EXISTING SE SERVICE D RE-MARK AS NEEDED. ® , y w !' N6 INSTALL 1 LF STEEL SLEEVEON WATER LINECENTERED ON GA IRRIGATION CROSSING. � � ® 5 � 7 RETAIN AND PROTECT EXISTING SEWER MANHOLE.ADJUST ELEVATION TO FINISHED GRADE � AND INSTALL CONCRETE COL AS NEEDED. a s ® Wa + 1 + 2 + 2 + 2 +80 21 +20 2 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 �, ® 0 0 � ® 21 271E -. z , ¢ ® c 0 Cc � + cc w C'z® 2 � a 0 27 _ 2712cli CL SSMH 2.08 CJc L SSMH 2.07 48"0 Manhole NOTES: SSMH 2.06 48 0 Manhole RIM ELEV= 2707.51 48"0 Manhole FINISHED GRADE RIM ELEV= 2706.91 STA= 23+69.63 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SO IN AN APPROXIMATE WAY ONLY. .SS 1. 7 .SSMH 1.1 RIM ELEV= 270fi.32 AT SEWER LINE STA= 22+58.25 Str.Sta.=34+18.27,9.59 R THE CONTRACTOR SHALL DETERMINE THE CT LOCATION OF ALL STING UTILITIES BEFORE uj 27 48,1 hole 8"0 Manhole STA=21+32.20 Str.Sta.=33+10.65,9.50'R_ - r_-- - ""- - 2708 CO ENCING WORK. E CONTRACTOR ASSUMES ALL RESPONSIBILI FOR ALL DAMAGES J I lev=270 . ± Ex. I Elev=2706.06± Str.Sta.=31+83.26,4.26°R CAUSED BY HIS FAILURE T EXACTLY LOCATE AND PRESERVE A D ALL UNDERGROUND UTILITIES. L,L STA=1 +47.13± STA=2 +89.54± -_ _- DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. -IT 2. CONTRACTOR SHALL VERIFY EACH LOT HAS A EXISTING SEWER SERVICE D IS MARKED PER STD ® CL ORIGINAL GROUND SW3.INSTALL SERVICE AND/ORMARKER AS NEEDED. 3 27 AT SEWER LINE 2704 M 0 0 12"S 3. A SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED. Z .4-PI (� 3 w SLE 4. ALL SEWER SERVICES SHALL HAVE A MINIMUM 2%GRADE TO THE PROPERTY LINE. Z J z C6 27O W 270 Lij 5 HA1fEE4'0®COVER.WATER MAINS SHALL A 5 O COVER.IN ALL OTHER S THE WATER MAINS SHALL 0� � � w �- U- W �- c 26 6 2696 Q co ad oc 38. LF ca " 107.38 LF 8 PVC . 2 122.05 LF 8"PVC Q 0.42°� I I " VC 0.42Y® 8P @ 138.41 L I " VC 0. 2 ±- I_ . 3:: 8P ■i Lu 2692 - 2692 .... cn v cc ^•-• cn m � S $B +i � r c'j cc co N N SCALE 1"=40' 1"'=4° HORiZ T N N ~ �I 2 8 cc N �a " 2688 CO o �, DATE 08/04/2025 � � ® �0 co � � Ii zz o > > z ces " !I z z z °° > ® : _ °° co PROD. NO. 250522 W. BRIARCUPF S . S. LEEW000 WAYco > > � �. SHE 17 OF 26 co 9 - _ cc co 2 2684 S�3 19+2 19+6 20+ 2 + 2 +80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 250522-S R.D G 1 HORIZONTAL SEESHEET S-3 8 40 20 0 40 80 120 � 1590 SC=24+46 sl 2703.0 SCALE IN FEET SC=2 +62 SL 53' a SI=2702.E SL=38° BL.3 VERTICAL S2 23 SS N3 2. 8 9 4 2 ® 4 8 12 STA=23+69.63 N3 S2 SC=25+14 10 SI=2703.4 SCALE IN FEET SL=53 i ® SC-2 +2 sl=2702.9 N3 SL=37°22 11 • r� G SC=26+03 SEWER & WATER KEYNOTE LIST S1=2703.9 ITEM DESCRIPTION i s \ SL=53' ..AA ® k� V' m SG=25+01 N3 ��°. 13 A8 ADAPTOR,8�,FLG.X J SI=2703. �, i _ \ SL=37° S1 s N3 TB 12 �� ` B2 2"BLO OFF WITH 8"OR 12"GATE VALVE,PER STD.(W13) N e. • c 21 \ 1 H "7 E3 ELBOW,8",11 1/4 MJ X FLG. ,. _ �4 V6 �:� N2 / ��®2 SC-26+74 �( T7 SI=2704.3 E8 ELBO ,8°°, 11 1/4�, SL=53' R o0 �� E13 ELBOW,8",221/20, X FLG. gE ti9 LF E18 ELBOW,8",221/20, Q� J � ® 2 �. N3 �� E28 ELBO ,8°°, 5®, SC-25+96 �® Lco SI=2703.9 S2 W8 WR H FIRE HYDRANT ASSEMBLY COMPLETE PER STD. 8)& 9)& (G5) a: SL-37° N3LO m joy SINGLE METERED SERVICE CONNECTION,1", TH 3/4°'METER AND W a 0 19 �,�, �- ��, S1 3/4"METER SETTERS,PER STD.S(W1), 2)AND 6). A yr / ,. S2 > .8 DOUBLE METERED SERVICE CONNECTION,1°°,WITH 3/4"METERS AND cm O 3/4"METER SETTERS,PER STD.S 1), 3)AND 6). �- ® ® Ei tz SC=26+66 s T7 TEE,81816",MJ X MJ X FLG. F- � 00 SI=2704.2 N2 T12 TEE, 12112°° ", J X J X FLG. � ®®- SL=37 ti • = T22 TEE 1211218°° ALL FLG. Z ' ' � SC 27+49 Q 18 90° SI=2705.2 ° CO �z ® s� SL=37° T26 TEE,8°°X 8°°X ° ALL FLG. �,,.� �u 2 P.C.C.THRUST BLOCK(AS REQUIRED IF NOT SO ) 6 TB N TIT T I PW -4 ® ®u SEE WATER NOTE 1 0 LE SHEET D S C SD 03 �, ' a SC=27+39 V8 cS' j 1 z�, M SI=2704.6 V8 l�� s ,.; V6 VALVE,6-GATE,FLG.X MJ j u V8CC in �g uj SL=37' V8 S2 �- N3 �� boo 6�..6 Vg 6Q� V8 VALVE,8n GATE,FLG.X MJ (� z uj A8 � } SSMH 2.09 r \ '�� y W8 T26 V12 VALVE, 12°°GATE,FLG.X J ® ® STA=27+61.24 ®s _ LU Cc3 W6 WATER AI '6"PVC'C-90017 8 WATER MAIN,8 PVC,C-900 N2 Ws °° S®ONAL�r SC=28+11 �� TB 1 WATER MAIN, PVC,C-900 t5 GENE �C® SI=2705.0 h E8 ®�C �►® F® y� 16 SL=37° W8 ! . ER AGENCY HAS CLOSED ALL NECESSARY VALVES, E CONTRACTOR SHALL d REMOVE THE EXISTING BLOW OFF AND COMPLETE THE INTERCONNECTION AS SHOWN. B�.2e� N2 ,,� 9a° 22 LF CITY of MERIDIAN SEWER N1 CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH THE CITY OF &WATER EASEMENT MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. T'>► �'�, �7�® N2 B2 �\ SEE WATER NOTE NO.2 AND SEWER NOTE NO.2 ON THE TITLE SHEET. ��,F TB N2 M. (ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHE N4 RETAIN AND PROTECT EXISTING WATER SERVICE AND RE-MARK AS NEEDED. v_ c'- SSMH 2.10 N5 RETAIN AND PROTECT EXISTING SEWER SERVICE ANDRE-MARK AS NEEDED. STA=28+91.24 a® � � N6 INSTALL 10 LF STEEL SLEEVEN WATER LINE CENTERED ON GRAVITY IRRIGATION CROSSING. CD "wiH -A 5 om AND V" RETAIN AND PROTECT EXISTING SEWER MANHOLE.ADJUST ELEVATION TO FINISHED GRADE C c N7 INSTALL CONCRETE COLLAR AS NEEDED. I ® W ® 23+ 23+60 24+ + + 25+ + 26+ 26+ 26+80 27+20 27+60 28+00 28+40 28+80 29+20 0 - CO C - Z 271E 271E < CD C ® � SSMH 2.10 ® ® aC CDoc tt� SSMH 2.09 4800 Manhole � � � 48M 0 Manhole RIM ELEV= 2710.39 CD cm 2712 RIM ELEV=2709.68 STA= 28+91.24 2712 SSMH 2.08 STA=27+61.24 Str.Sta.-39+38.98,8.50'R 0- ORIGINAL GROUND Str.Sta.=38+08.98,8.50'R 48"0 Manhole AT SEWER LINE - RIM ELEV= 2707.51 _®-._. -- --- - - ®TES STA= 23+69.63 ---- 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES E SHOWNIN APPROXIMATE WAY ONLY. Str.St .=34+18.27,9.50° ®--�-- --®_'®'- ®® THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE Lu 270 - "T 2708 COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITYFOR Y AND DAMAGES ® FINISHED GRADE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NLL AT SEWER LINE DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. 8"W � � 2. CONTRACTOR SHALL VERIFY EACH LOT HAS A EXISTING SEWER SERVICE AND IS MARKED PER STD N2 SW3.INSTALL SERVICE AND/OR MARKER AS NEEDED. 270 2704 W Z 3. ALL SEWER SERVICES SHALL BE 411 UNLESS OTHERWISE NOTED. CD . ALL SEWER SERVICES SHALL HAVE A MINIM 2 I:DE TO THE PROPERTY LINE. z I"_ ® a W o Z O 5. MIDSECTION WATER AIMS SHALL HAVE 5 OF COVER.I ALL OTHER S THE WATER AIMS SHALL [� W HAVE °OF COVER. W Fes-' C.�"' 27®® � 2700 � Lu � Lu C/) 26Op�F a 1 3 p0 � Z �•• W „�,yG @ O � W a Q zv � � Q 2696 387.61 LF 2696cn 1 P�lC .42% cc N V' . 2% � Lu - z v� > 2692 2692 co c® CO CO Ncmcg c6 1,a=401 111=41 O _ SCALE noRaz VERT 00 ®ATE 08/04/2025 2688 ® > 2688 PROJ. NO. 250522 S. LEEW000 WAY S. LEEW000 WAY SHEET 18 OF 26 2684 2684S�4 23+ 23+60 24+ 2 + 2 +80 2 +2 2 + 26+ 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 250522-S .DWG HORIZONTAL N. 40 20 0 40 80 120 qR SC=27+49 SCALE IN FEET ON" ,� SI=2705.2 J ® 4 2 SL=37' 7 VERTICAL C 4 2 0 4 8 12 TB �F s V8 • 5 \ .. Ag V$ SCALE IN FEET -� W8 T26 BL.2 �s g / 4e4\ w a 12 , N2 W8 x TB k, SI�2705.016 �.� E8 SL 37' W8 N2 sa° SEWER WATER KEYNOTE LIST °. BL.2 p�Q a� 22 LF CITY OF MERIDIAN SEWER o / &WATER EASEMENT ITEM DESCRIPTION / 13 � �� N2 B2 ��®� A8 ADAPTOR,8",FLG.X MJ N . x. ha ba 1 M„k ' t, ce. can 4'S � q•p� v. �M .,.. de 4 �a,, M'x. /,a✓ 'K � .®..+ems.....,_ BO " ® ®V 62 2 BLOWOFF WITH 8 OR 12 GATE VALVE,PER STD. 13 c W N +5 O�i M a H M1 O�� / - E3 ELBOW 8" 11 1/4® MJ X FLG. W TB , 4E* �° V6 E8 ELBOW,8",11 1/40,MJ / x s T7ca / _ ELBOW,P � �-9 az: /,.f'3 SSMH 2,10 W,8",221/20, J X FLG. �.� b � tin` N4 SC=30+84.49± STA=28+91.24 E13 � 4 / 17 �,. = 0± 1N6 '� ELBOW, ", 21/2®, J a � SI 2711 xs E18 8 2 M SL=521± 15 :9 LF r5 „ z N1 0 E28 ELBOW,8",45 ,MJ W L �Lu x .x,� W N / ..� Q W8 N5 W8 w� S2 SC=29+60 H FIRE HYDRANT ASSEMBLY COMPLETE PER STD. 8 & 9 W G5 0 N3 SI=2706.3 tW ) tW ) t ) ® m 9 cm • SINGLE METERED SERVICE CONNECTION,1 , a w SL=41' " TH 3/4"METER AND Lo 1 s1 cm z 3/4"METER SETTERS,PER STD.S( lli),(W2)AND(06). 1 - m E28 �. . • N7 �� E28 %>` �" �s 26 DOUBLE METERED SERVICE CONNECTION,1" METERS AND,WITH 3/4" cm BL.1 �'`� / S2 3/4"METER SETTERS PER STD.S 1 3 AND 6. ui BLA SC=30+29 T7. TEE,8"X 816",MJ X MJ X FLG. N5 SI-27077 v; �, 1000,v .-. ; s 8"W 41 LF SL=41° �Q� T12 TEE,12"X 12"X 6",MJ X MJ X FLG. CL ® sm 00 L � SC=30+72± �-d SI=2710.9± cn o g"S 135 T22 TEE,12 12'°X S",A FLG. Q ® ' ' � �� T26 TEE 8"X 8%8" ALL FLG. ®0 &L S25.1 20 N3 . BLOCK(AS REQUIRED EVEN IF NOT SHOWN) _ SC=30+97 TB P C C THRUST BLO 0 ® EX.SSMH 1.13 S1 SI=2709.1 SEE WATER NOTE 1 ON TITLE SHEET AND ISP C SD -403 ® C: , STA=3 +88.1 ± SL=41 u, Lmu co V6 VALVE, U-, "GATE,FLG.X J , SC=31+94.97CD 24 N3 SSMH 2.11 ® ®® °� SI=2710.8g STA=31+39.63 V8 VALVE,8"GATE,FLG.X MJ 9 uj 1 '®� • SL® 1SSMH 2.12 V12 VALVE, 12"GATE,FLG.X MJ ®CO 0 m STA=31+94. 7 SC=31+63uj SI=2710.3 / 6 WATER MAIN,6"PVC,C-900 SL=42' . 21 W8 WATER AIN,S"PVC,C-s0o a. S®pNA�F • 1 WATER MAIN, PVC,C-9001�IS 1 t 23 m. F® �� 22 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES,THE CONTRACTOR SHALL N1 REMOVE THE EXISTING BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN. BL.1 O CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK NTH THE CITY OF00 g MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. �',► �► Y SEE WATER NOTE .2 AND SE NOTE .2 ON THE TITLE SHEET. yl�9rF of S (ADJUST WATER.LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) F� 12"PI 6"PI -' - N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLE SHEET. -'� N4 RETAIN AND PROTECT EXISTING WATER SERVICE AND RE-MARK AS NEEDED. �- N5 RETAIN AND PROTECT EXISTING SEWER SERVICE ANDRE-MARK AS NEEDED. 0 4 co 00 NS INSTALL 10 LF STEEL SLEEVE ON WATER LINE CENTERED ON GRAVffY IRRIGATION GROSSING. wcm 2 7 RETAIN AND PROTECT EXISTING SEWER MANHOLE.ADJUST ELEVATION TO FINISHED GRADE cf) co AND INSTALL CONCRETE COLLAR AS NEEDED. : 00 'C.: w _ � WIr < ® C/) 000 :a Vit < C co + 2+ 31 +60 31 +20 30+80 30+40 30+00 29+60 29+20 28+80 28+40 0 Q 272 2720 SSMH 2.12 a. 48"0 Manhole SSMH 2.11 NOTES® RIM ELEV=2715,68 48"0 Manhole STA= 31+94.97 RIM ELEV= 2714.80 1, THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. Str.Sta.=51+92.93,8.50' STA= 31+39.63 THE CONTRACTOR SHALL DETERMINE THE CT LOCATION OF ALL EXISTING UTILITIES BEFORE J 2716 -Str.Sta.=52+42.94,8.20'R 2716 COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES e CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. N ORIGINAL GROUND DIG LINE TELEPHONE NUMBER IS 1-800-342-1585, • 0 � AT SEWER LINE SSMH 2.10 [No c �, 2. CONTRACTOR SHALL VERIFY EACH LOT HAS A EXISTING SEWER SERVICE AND IS MARKED PER STD c 0.RI M ELEV= 2710.39 0 Manhole SW3.INSTALL SERVICE AND/OR MARKER AS NEEDED. t 4 C) --�--- R 27 2 -_.._ _STA= 28+91.24 2712 P11111111i 6 z Str.Sta.=54+88.85,3.50,R 3. ALL SEWER SERVICES SHALL BE 41,UNLESS OTHERWISE NOTED. z 4 3: < < . ALL SEWER SERVICES SHALL HAVE A MINIM 2%GRADE TO THE PROPERTY LINE. T � FINISHED GRADE , AT SEWER LINE z pI� �4 5. MIDSECTION WATER AIMS SHALL HAVE 5 OF COVER..I ALL OTHER AREAS THE WATER MAINS SHALL � co � HAVE 4'OF COVER. 1- Lu 2708 �Qo 4"PI 2708 � u, W1 SLEEVES L oC 0 § 9 N Es ® �- a: ® `6 ® � ® "co �, 244.3g 27 T g Pvc 2704 cnad 9 ® �300% wo > > NN 'IV, co 7 � co 27 2700 CD co SCALE 111-49 1"=41 HORlz vm ®ATE 08/04/2025 2 6 06 06 2696 Ncn coPROJ. NO. 250522 S. RIDGE EDGE WAY HE ET S 19F2 co � 2692 1 1 1 2692 S�5 32+ 32+ 31 +60 31 +20 30+80 30+40 30+00 29+60 29+20 28+80 28+40 250522-S .DWG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET G VERTICAL .2 4 2 0 4 8 12 SCALE IN FEET SC=30+74 SC=30+37.22 SI=2703.2 `S _ SL=54' Si-2703.6 SL=45' s. TB S2 A W8 CITY OF MERIDIAN SEWER �2.8 S2 �p� TB N3 E18 N3 N2 &WATER EASEMENT III.:.. 41° N3 ®lam E18 .e . y<< 9$LF 25' ( R� _ SEWER WATER KEYNOTE LIST SSMH 2.05 �.� J 8 8°W ITE DESCIPTIOBL®� STA=27+62.75 '��- Q� W.ROSADERO DR. ® B2 TB O 1210 101 8®S ' __ v A8 ADAPTOR,8",FLG. ® � SC-26+92.59 -fg � ® 1380 31 1S0° J (FMRQ S B2 2"BLO OFF WITH 8"O 12"GATE VALVE,PER S 13) � cm SI 2703.2 H 3 > SL-39' :. �.- .,�. BO ,$°°,11 1/4 J X FLG. Lu V6 .. g. E3 ELCC T7 �® SSMH 2.13 co 2.02 E8 ELBOW,8',11 1/ 0, 14 &s- STA=30+10.83 � � STA=31+28.19 E13 ELBOW,811 ,221/2°,MJ X FLG. W6 9 LF' �.�� 6 V8 I 1 E18 ELBOW,8",221/20,MJ .� ,+03 = ELBOW, cZ 27 3.9 VS E28 8",45°, J c 53' V8 0 �®u 5TB H FIRE RANT ASSEMBLY COMPLETE PER STD. 8) 9) (G5) LO co SINGLE ERE SERVICE CONNECTION,1",NTH 3/4"METER A aUJ N3 TB 12 N3 S 3/4"DETER SETTERS,PER STD.S(W1), ♦ I (W2)AND(W6). \ U ® W lcllbo /' S2 \\ S1 I DOUBLE METERED SERVICE CONNECTION,1", T 3/ "METERS 0 � �� j H V6 _ � N2 ✓ S2 3/4°'METER SETTERS,PER ST .S 1), 3)AND 6). SC-26+7 I '�" L G� T7 SI=270 .3 °° " °° -J L-53 O� 1 T7 TEE,8 8 X 6 , J X MJ X FLG. �- w �® SC-28+9 t C/) 00 ;no 9 LF 6 ry� O� = - ` T12 EE, 12"X 12"X 6",MJ X J X FLG. Q� 5 SI=2704.3 ® � \ Q® SL=36 z a g I T22 TEE, ALL G. ® . � I i ®�CC ®' 4' T26 TEE,8" 818",ALL FLG. ® �- � S2 8 ' F z UJ �a uj 3 j BL.6 TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) 0 0 < SC 28+22 z4 SEE WATER NOTE 1 ON TITLE SHEET AND ISP C SD403 a LI 1 Z CO / S2 = ' N3 , SI 2704.7 V6 VALVE,6"GATE,FLG.X '� SL=36' p. r® V8 VALVE,8"GATE,FLG.X MJ UL M Lu ' 3 CD / 12 VALVE, GATE,FLG.X MJ w w SC=26+66 \ N2 CD � SI=274.2 ,� W6 WATER MAIN,6"PVC,C-90000 �u SC SL=37 �. a =27 +49 8 WATER MAIN,81,PVC,C-900 SI ® gc�®ANAL F : 90® SL=37' / 1 WATERMAIN,12"PVC,C-900 �cElV3t� \ 2 26 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES,THE CONTRACTOR SHALL t� SC=27+39 V8 REMOVE THE EXISTING BLOW-OFF AND COMPLETE THE INTERCONNECTION AS SHOWN. SI ��° 1 TB N1 CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK H THE CITY OF SL= 7'4.6 V8 V8 2 V8 MERIDIAN WATER DEPARTMENT PRIOR TO CONSTRUCTION. s ®� 6L.6 .N `� O V8 Q` a 6 SSMH 2. \�'� A8 SEE WATER NOTE N .2 AND SEWER NOTE NO.2 ON E TITLE SHEET. �' W8 T26 STA=27+61. 4 loop (ADJUST(ADJUST WATER LINE,AS NEEDED,TO MAINTAIN MINIMUM SEPARATION) �• S'�� . �� 1 N3 SEE WATER NOTE NO.3 AND SEWER NOTE NO.3 ON THE TITLESHEET. SEE SHEET S-� 4 ETAIN A D PROTECT EXISTINGATER SER CE E- K AS NEEDED. 5 RETAIN AND PROTECT EXISTING SEWER SERVICE ANDRE-MARK AS NEEDED. N6 INSTALL 10 LF STEEL SLEEVE ON WATER LINE CENTERED ON GRAVITY IRRIGATION CROSSING. uj CID 5 cm N7 RETAIN AND PROTECT EXISTING SE ANLE, JUST ELEVATION TO FINISHED GRADE c00 AND INSTALL CONCRETE COLLAR AS NEEDED. n: ® wow 2 + 2 + + 7+ 28+ 28+40 28+80 29+20 2 +60 3 +00 30+4 + 1 + 1 ~ _ CD 0 9 0 0 30 80 3 20 3 + 32+00 21 7 2 6 � ® z < co ® CCW � SSMH 2.09 R " 4R8 EL anhaI2709. SSMH 2.13 � 22 � STA= 27+ 1.2 FINISHED GRADE 48"0 Manhole CO 2.02 2712 ® s Str.Sta.=27+61.24, . 0° AT SEWER LINE RIM ELEV= 2708.63 STA=30+10.83 RIM ELEV= 2707.96 NOTES® STA= 31+28.19 Str.Sta.=13+42.62,1.98,R Str.Sta.=31+28.19,0.00' 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 ui 27 -- - --- 2708 COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES .J CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. [�] N U. 6"PI ORIGINAL GROUND DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. +A AT SEWER LINE 8" W/SLEEVE 12 SD 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD S 3.INSTALL SERVICE AND/OR MARKER AS NEEDED. 7 N2 270co Z 3. ALL SEWER SERVICES SHALL BE "UNLESS OTHERWISE NOTED. in ui 4. ALL SE SERVICES SHALL HAVE A MINIMUM2%GRADE T THE PROPER LINE. a: Z O " � ° 0 z W cn 5. MIDSECTION WATER MAINS SHALL HAVE 5 OF COVER.IN ALL OTHER S THE WATER MAINS S A 27 27®0 HAVE °OF CO0. 115.36 LF I 1 a: co rI a O 8"PVC @ 0.42% _ _ z 345.59 LF FUTURE 8�SR E 8"PVC@0.42% 269 M 2696 CO cn � � co 11uj cc CD � wNN a� CID ti 90 2692 II cn > > 2692 CO � ® � � 11 II > °O ® � 60 SCALE 1 e' 14®' E'=41 z > 268 2688 ®ATE 8/04/2025 P OJ. NO. 250522 W. ROSADERO DR. SHEE 1 20 OF 26 2684 2684S�6 2 +4 26+8 7+2 27+6 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 31 +6 32+00 250522-SEWER.DWG HORIZONTAL f • 40 20 0 40 80 120 SCALE IN FEET C P k G TB PRESSURE IRRIGATION LEGEND PRESSURE IRRIGATION KEYNOTE LIST E15 4 PI EXISTING PRESSURE ITEM DESCRIPTION co IRRIGATION LIME E14 TURE200 LF RV AIR RELEASE VALVE-INSTALL ERE NEEDED FUTURE 8 LFF CONSTRUCT PRESSURE °C 'I U4V4 D PRESSURE IRRIGATIONMAINLINE DRAIN P6 IRRIGATION LINE&SERVICES u5 h E9 ELBOW,4",11 1/ 0 P4 5 LF ► CONCRETE THRUST BLOCK E10 ELBOW,411,221/20 P8 8,1� ® VALVE ` 6�pI T8 TB TB ________®® E11 ELBOW,4",45° T� �6 SL4 SLEEVE (A A C-900 O C-905) E12 ELBOW, ",900 1 _ / R8 (see keynote list for size) r� _ ' P8 cf) cm 13 TB 2 TB E14 ZF P6 G6 40 LF E13 ELBOW,6",11 1/ ° - —� �� -.. 8°'PI Pa�. - U I 139 LF _ _ BL.4 10 LF 6"PI 6"PI FUTURE 8"PI- o— DRAIN E14 ELBOW,6",221/2° } AIR RELEASE VALVE' Ei9 TB °' a— Ei5 ELBOW 9co 6" 45 V6 E14 TB ELBOW,611,900 cr- u m ,- Q. a . ,..,„ -..,: .»,..... ..'. .--^tea .: —,...,.,..._,.m,., .. --•'"-.:" " %" ,.,., ,.,,, ......,.... 69 ,,,,,,, ..,,,,^,...., E18 ELBOW, 2 0 _ I � W.HARRIS ST. — --� ts _ W.HARRIS ST. 64 LF L1 -- � E19 ELBOW,8",45° 0 �LL, — — — -- ._ J! — W.HARRIS ST. '� P6 � ,® — �- _-- ___ ® � �_ _,... _... ..__ .� .� - - ® ® ® �.� LBO , 0 — ® — — __ Q -- E20 ELBOW,8" 9 ° a-RE umj� k ,- o ®;. as ° C � r,., .: ............, ELBOW 1211,450 f s a a >-► i` €m Y •r ,.'. k, ^'n,,. m. E23 �: ,,. ®� . _.;m r - .,. , , � - e ,� -- as — ,$ a , , - — — ® - � PLUGRCA aai o u rt 11 A � ad9 G6 PLUG OR CAP 6" � o l� 1 ; 22 N3 a V6 �� , S2 N3 — 1 TB T10 N3 = sa '�' � 'w , m ,� ..""'`�'�_s. i__„�. € �t._._..�. .e.'�� .�_v . ;ntg€.. �r ry, �� r. ��G8 R CAP 8 E --- -- � r --� � € I 8"P, I " U �_ - LUG OR CAP, 2 195 LF � 8 PI — — :.. 8"PI FUTURE - - 64 LF 180 8 PI as _ ®® . P4 PRESSURE IRR.MAIN,411,PVC,CL 200 ®„� �. P8 � � P8 � S2 TB T10 V8 L1 V8 P6 PRESSURE IRR,MAIN,6",PVC,CL-200 d ° 1 S2 P8 I� P6 � V8 ®� cc 61 LF O G8 P8 PRESSURE IRR.MAIN,8",PVC,CL-200 �•• au 5 I TB P12 PRESSURE IRR.MAIN,12",PVC,CL-200 O ® ®� � B . v1 # I awe BL.3 I S1 R5 REDUCER,6"x 4" Lu 2 I I 2 _ °® � � � � � � _ � 1 R8 REDUCER,8"x 6" y I I BL.30 C5 REDUCE 12 6LL cc _ R9 R `�x 0 I `� g BL.7 ' as 4 w � t `' o 1 VI 4aa ®® M �3 C6 x m. I I 4 S IRRIGATION SERVICE,3/ CO o s # I � k{ I I S1 v; I S2 IRRIGATION SERVICE 1 - ^ ^ I S SLEEVE,8"PVC,A A C-900 I I t . ®NAL , L1 SLEEVE, 12H PVC,AWWA C-900 F� 7 — L1 SLEEVE, 16 PVC,A A C-900 a a a" t '�'7 E 61 1 6" 413 W.BRIARCLIFF ST. „v: T8 E x6 x6 } J „ ..... ARCLIFF DR.cc ` ��► jV W.BRI T 6aro " as �,� 41 LO I $ �, T9 TEE,8"x 8"x `° Si T1 TEE,8"x 8"x 6" B a,,"'& T1 i TEE, QEa y Q&7 y 813 �� ..� ��k,. 5 19 I �^ � - - - ____.__� _�.e. _-T TE v+ i9® 60 - m Rt r TEE, 2"x121,x12" THRUST BLOCK( S REQUIRED N SHOWN). I SCO 1 P.C.C. K A IF NOT A ® 1 V4 VALVE, GATE co 2 p a AL GA x �/� . u } 3 CD c f) ff♦♦_'�'��/�'11 B ' VI s VALVE, GATE 00 V8 �" n% E � . wO Vi 2 VALVE, 12"GATE � � � Lu F6 AFTERAGENCY HAS CLOSED ALL NECESSARY VALVES,THE CONTRACTORv' ® C 5' Ni SHALL REMOVE PLUG/CAP AND THRUST BLOCK TO COMPLETE THE » Z , 2 125 B '� 1 INTERCONNECTION AS SHOWN. 5± ---..1 "`--- BL.2 � ;� BL.3 N2 INSTALL 12"PRESSURE IRRIGATION MAINLINE WITH 42"OF COVER. ® ® � ocwC g ' S1 - CD N3 SEE NOTE 28 ON SHEET PIRR-3. S2 0 �A • N S1 [L » TB E14 .. !� FUTURE 4"PI NOTES: y S2 _ <<s ►�®'� V4 4 1. THE CONTRACTOR SHALL DETERMINE THE CT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING TB E13 � G OR .THE CONTRACTOR ASSUMES L RESPONSIBILITY FORA Y AND DAMAGES CAUSED BY HIS FAILURE TO p S1 17 v. EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 7 S2 1-800-342-1585 PRIOR T A EXCAVATION. N 24 P4 � TB E13 2. CONTRACTORS ALL RETAIN AND PROTECT ALL EXISTING UTILITIES, N IF NOT SHOWN. / SL8 0 a PS �ru. °`` V4 61 LF 3. CONTRACTOR SHALL H VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE.CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. co z s 16 a ` CONTRACTORS ALL PROTECT AND RETAINEXISTING SUBDIVISION FENCE LINES W S1 •j� �- 5, SEE SHEET PIRR-3 FOR DETAILS D NOTES. ® w (!� e ��, ` $ � r 6. PRESSURE IRRIGATION SYSTEMTO BE OWNED&MAINTAINED Y THE HOA.THE BACK-UP SOURCE IS A � CONNECTION TO MERIDIAN CITY WATER. LO S1 S1 fi g,- : .• NETN r,. lz� � s 7, THE IRRIGABLE AREA 1S 50,370 SF(1.16+/-AC.), z W �� O 23 °®� � � _ 4 hp BL.3CD tt ... , . , , TB T7 9 S1 LIaJ — q.,,� - W.ROSADERO DR. , e 4 CL 4® P6 a , S2 10 `� » 14 e �� 22 s1 BL. SCALE 1`=40 - r ® 3r • TB .., a „ 11 8/04/2 r - , E16 ��` ®ATE ® 025 �� ✓ ' S1 V6 fi: PROD. NO. 250522 -r v 7 s� � � / ® P6 `� �, �``Q` � SHEET 21 OF 26 low SEE SHEET PIRR-1 3� II r. 21 PIRR� l ' �. S2 a 250522-PIRR.DWG HORIZONTAL 40 20 0 40 80 120 SCALE IN FEET G SEE SHEET PIRR-1 Si 'Oi S1 P4 PRESSURE IRRIGATION KEYNOTE LIST 45 &. sITEM DESCRIPTION 0 00 . 23 P6 \ l ��. . AR AIR RELEASE HALVE INSTALL ERE NEEDED g — BL 3 - 5 15 Y t TB T7 <<s D PRESSURE IRRIGATION MAINLINE DRAIN m 9 S1 DERO DR. / • -� E9 ELBOW,4" 11 1 4° W.ROSA _ A��F S2 a'�� E10 ELBOW, ",221/20 ®O ,P6 ELBOW 4" 450 E11 , o ,-o j6, w -- — - E12 OW,4",90°A — \� CD m 6 � e , 14 E13 ELBOW 6" 11 1 4° \ . 22 \ \ S1 BL.3 E14 ELBOW 6" 221 20 co TB � 11 E16 E15 ELBOW,6",450 s E16 ELBOW,611,900 �O {; S1 Si ® . \ G'E` E17 ELBOW,8",11 1/ ° F Lu E18 ELBOW,81°,22 1/20 FUTURE \ 21 �. `3°'� .� �► \ E19 ELBOW,8'°,45° z CO LU , \ \ : 0 S2 \\ uj P6 I + ELBOW,8'°,90° o �\ • S1 BL.2 �� 12 /vfn -- E20 a E16 I L1 E23 ELBOW,12",45 \ d k` y V6 G4 PLUG OR CAP,4" V �'� a 2O G6 PLUG OR CAP 6" N '- ®r 13 0 - PHASE I4 PLUG OR CA ti ® 0 \' `� 1 w$O 12 ,E `� w / ,.. G12 PLUG OR CAP 12cn BLAL3 \ ` P4 PRESSURE IRR°MAIN,4",PVC,CL-200 �L.1 ® ®® � . S1 19 �� P6 � , - P6 PRESSURE IRR 6" CL- � MAIN, ,PVC, 200 Q . � z PRESSURE IRR M V -200 �� • `.� '�°� � : � � �. ° °� S1 P8 MAIN,8",PVC,C �•— � z .. , P12 PRESSURE IRR.MAIN,12",PVC,CL-200 TB � �- R5 REDUCER,6"x " 53 13 12 LF Z �. \ \ �� _ ® °a �; P6 IlU REDUCER,823 x 6 UJ ® ® >- �� e 18 R9 REDUCER 12 x 6LL �� °� P6 V6 G6 TB " " .4 ® 2 IRRIGATION SERVICE, S1 �� S1 E, '° ��cc � r Lu �„�.. `� �' \ fir,',. '"`w -re • S2 IRRIGATION SERVICE,1 U e . SL8 SLEEVE,8"PVC A A C-900S114 S1 SAL F " g L1 SLEEVE,12 PVC,A A C-900 p �R 17 TB 11 SLEEVE,16"PVC,AWWA C-900 �O ° \ -9� s, T7 TEE,61a 61, 41s BL.2 a T8 TEE,611 x 6'x 6" ` �� y t 1' IS2 FUTURE T9 TEE,8"x 8"x 411 !�t►�� 0 5�� 15 °; �� F O O 24 LF r/ � \ 3°• T10 TEE,8"X 8"x 6" \, TB E12 �ksx 16 E15 TB T11 TEE,8"x 8"x 8" \ ` Nl Ix V6 T12 BL.2oQ� TEE,12"x 12°'x 12" - S1 Acj TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN). ° O 13 �� vim,./ P6 , � 00 \ 16 � � / �� Ow °"° P4 / L1 V4 VALVE,4 GATE L w a w h 11 /�° 8�,�. P4 SL8 � � � � 61 LF ��---�_ - — - —_ V6 VALVE,6'°GATE � p � p , 61 LF V8 VALVE,8GATE O t-= co W O PHASE 1 S2 V6 V12 VALVE,12"GATE to Sl V4 El TB N1 AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES,THE CONTRACTOR Cn ® 00„r A. \ SHALL REMOVE PLUG/CAP AND THRUST BLOCK TO COMPLETE THE Q -o 14 17 E12 TI300��/ T8 6 LF o Cr CO �° �� INTERCONNECTION AS SHOWN. V M ti. �� N2 INSTALL 12"PRESSURE IRRIGATION MAINLINE WITH 42"OF COVER. o O ot: 15 �° TB cr w 110 kx: ® ��. N3 SEE NOTE 28 ON SHEET PIRR-3. a ' 26 E15 TB J \ / 13 ® C B L.1 BL.1 , NOTES: ° r 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING r WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO ®q F ffi e E15 TB EXACTLY LOCATE AND PRESERVE A AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 25 S1 `°�/ - EXCAVATION. v1 .: �r, 00 1-800-342 1585 PRIOR TO ANY EXC 0 P6 ` FUTURE 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN. Sl \ ° Ni „ . . � `° �<° TB T7 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE.CONTRACTOR SHALL CL ® 12 � ::. _ P4 INSTALL A SERVICE TO EVERY LOT AS NEEDED. 0® Z 24 P6 �' 4 CONTRACTOR SHALL PROTECT STING SUBDIVISION FENCE LINE �. . _ T AND RETAIN ON S.S1 � / -FUTURE 4"PI --- - r 4"FUT PI • '° `` 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. �1 �1 15 LF V4 S2 01� 6. PRESSURE IRRIGATION SYSTEM TORE OWNED&MAINTAINED BY THE HOA.THE BACK-UP SOURCE IS A ~ IM—• � -� S1 / G4 CONNECTION TO MERIDIANCITY WATER. / � - PRESSURE IRRIGATION LEGEND �� 22 23 p.� �Q� � UJI a 7. THE IRRIGABLE AREA IS 50,370 SF(1.16+/-AC.). 49PI EXISTING PRESSURE 19 BA `�. S2 IRRIGATION LINE 200 LF 2 W CONSTRUCT PRESSURE coE13 TB IRRIGATION LINE&SERVICES R9 uj s. ® CONCRETE THRUST BLOCK T12 S2 ��F P12 'l a. ® VALVE P6 6Q� ___- ---- 36 LF` ,, " 106 LF ---------- E23 12 PI 6 PI G SLEEVE(AWWA C-900 OR C-90 ) _ 40 LF (see keynote list for size) 12 LF P12 E13 TB — -- - _ - -- - - -- SCALE 1"=40° a— DRAIN TB G12 V12 ®� AIR RELEASE VALVE DATE 08/04/2025 FUTURE o•—• �G \ ,o/ PROD. NO. 250522 SHEET 22 OF 26 PIRR�2 250522-PIR .DWG rr""RESSURIZED IRRIGATION OTES 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 MUST BE APPROVED Y 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 0-AND ONE-HALF(2-1/2)FEET AND IN AN AWWA C-900 PIPE SLEEVE T LOCATOR WIRE.THE PUBLIC WORKS 12 Z o DEPARTMENT,ACHD AND ENGINEERING SOLUTIONS,SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. O 3" SDR 21 PVC RISER EXTEND 18" ABOVE GROUND F POTABLE WATER MAINS AND ON-POTABLE WATER MAINS SANITARY SEWER,STORM DRAIN,AND 2 11 � 4. THE HORIZONTAL SEPARATION ( O 3" x 4" x 6" CINDER BLOCK (OR EQUAL) E:. IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER 4,, MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN U3 4" or 6" x 1" SADDLE MINIMUM 9 � ACCORDANCE WITH SECTION 2.07 OF E IDAH RULES FOR PUBLIC DRINKINGWATER SYSTEMS(ID A 58.01.08)AND SECTION 430.02 1 m LOT 5' OF THE WASTEWATER RULES(1 APA 58. 1.16). O g 4" or 6" MAIN LINE MINIMUM �L � 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A O 5 1" BRASS PIPE z MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSINGS ALL BE CONSTRUCTED IN ACCORDANCE NTH SECTION 542.07 6 1" 200 PSI POLY 18" ABOVE GROUND 5' BACK LOT ® o Lu OF THE IDAO RULES FOR PUBLIC DRINKING ATE SYSTEMS(I A 58. 1.08)AND SECTION430.02 OF THE WASTEWATER RULES(IDAPA 10 3 SIDE LOTam PVC RISER ® �� 58.01.16). 7 1" CURB STOP c f' PRESSURE IRRIGATION PIPELINE - tl.30 6. FINDER WIRE/WARNING TAPE: NUMBER 12 DIRECT BURIAL SINGLE STRAND COPPER WIRE E THHN OR TH )SHALL BE LAID ROCK CHIPS 1 SEE PLAN FOR SIZE OF PIPE > z � ADJACENT T ALL WATER MAIN AND I ALONG NORTH A FAST SIDE F THE MAIN AN O a z 0 L W T N SERVICE LINES. E RE SHALL B PLACED LO G THE AND S S D 0 D TYPICAL PIPE LOCATION ® � ® °� SERVICE LINES. THE FINDER WIRE SHALL ALSO BE EXTENDED UP THE VALVE BOXES.ALL WIRE JOINTS SHALL BE CONNECTED WITH A KINui G "ONE STEP"30 V TWIST N THE WATER TIGHT IRE T ENCLOSURE O PRIOR APPROVED EQUAL ANDS ALL PASS A CONTINUITY TEST. 9 3" FEMALE ADD. NOT T SCALE � � 0 Ej go,ui WARNING TAPE THAT IS TWO INCHES(2")WIDE AND FIVE(5)MILS THICK MINIMUM,PLACED DIRECTLY OVER THE CENTERLINE OF THE 10 PIPE BETWEEN 18-24 INCHES BL THE FI ISH R E TH A MINIMU UMBER OF SPLICES. O LOCATER YItIRE U) 3 5 7 ® 7. LABEL ALL IRRIGATION RISERS AND FAUCETS T ABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE 11 3" PVC PLUG CC W 0 uj WATER. .ma. 12 W MARKER, STEEL 1" POST UJ4 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN(1 )FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,PRIVATE ROADWAYS AND TRAVELWAYS. 8 2 z Ic ® CD ca c 9. ENGINEERING SOLUTIONS SHALL INSPECT ALL PRESSURIZED IRRIGATIONLESS A PROPERLY CUTE AGREEMENT FOR INSPECTION Z AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT.FORTY-EIGHT(48)HOURS ADVANCE NOTICE IS REQUIRED. "MODIFIED"TYPE A RISER ®® > SHORT SIDE SERVICE CO CD ui 10. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES.WHERE PRESSURE IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN NOT TO SCALE cc ORDER TO CROSS A STREET,THE DOMESTIC WATER SERVICE AND PRESSURE IRRIGATION AINS MUST BE ON OPPOSITE SIDES OF A LOT. 11. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY 15 S PER SQUARE INCH PSI ALLOWABLE LOSS IN y5®®t4AL F�V ACCORDANCE WITH THE SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISP C. ( ) \.®c� CFO c,'y DOMESTIC WA METER BOX CO O t� � 12. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL COMPLY WITH THE NAMPA MERIDIANOBLITERATE WORDS "WATER METER" FORD N0.IRRIGATION DISTRICT STANDARD X43 T IRON W 12 1 j2" LOCKING LIDS SPECIFICATIONS FOR PRESSURIZED IRRIGATIONSYSTEM- TEST EDITION,EXCEPT AS MODIFIEDERE ON. �/ / / 77777 20" PVC y�A'�r 13. ALL PIPE SHALL BE PVC SS 200-S1 ORBETTER, RING GAS JOINTS. SOLVENTL ACCEPTED. \�/\\ �/ `�F E OF ®c� 6➢ � 1 1 2" CURB STOP � . sl� 14. MINIMUM DEPTH COVER OVER ALL PIPE SHALL BE 3 SHALL T EXCEED 48 t DEPTH O FINISHED GRADE. 1 3" SDR 21" PVC RISER EXTEND 18" ABOVE GROUND 3 \/� O o eBALL VALVE SUCH AS I 12 " .FORD B11-666SW 15. MINIMUM COMPACTION SHALL BE. O 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 1 1/2 B PIPE \ \�/ A.95 IN RIGHTS-OF-WAY. 1 1/2" C PIPE to \ \� B.85%EVERYWHERE ELSE. O 4" or 6" x 1" SADDLE MINIMUM � � �� e/\ / /\/�/�, y c 16. CONCRETE THRUST BLOCKS SHALL BE REQUIREDAT ALL TEES,BENDS A DEADENDS AS SHOWNON THIS PLAN.ANGLE FITTINGS " " / / / / / / �. W REQUIRED AT ALL CHANGE OF DIRECTION OF PIPES 0 11 1J ® ERE SHOWN ON THIS PLAN. O 4 or 6 MAIN LINE MINIMUM ems/ �� o O �/ ® e �-- 17. ALL SERVICES SHALL BE PLACED AS SHOWN ON THIS PLAN.T SHALL E PAST PROPERTY LINE INTO LOT AS SO ON DETAIL 1 POLY PIPE 200 PSI O � � ®o X.,00 \��\ moo ® ®� \/ ® w O c 18. CONTRACTOR SHALL I THE LOCATION OF ALL OTHER UTILITIES BEFOREINSTALLING THE IRRIGATION PIPE. O 1" 200 PSI POLY 18" ABOVE GROUND /%/%/ /a� � � ®oaf\' a:Cn CD o 7 � /. /.� e.� r� 19. CONTRACTOR T VERIFY LOCATIONOF ALL LANDSCAPE LOT SERVICES E PRIOR O INSTALLATION. O 1� e��s COMP. COUPLINGS - Z MIN. 12" DRAIN ROCK MIN. 1 CU YD. °® 8 " 1 AT BOTTOM OF VALVE DRAIN ROCK _� V � ® 0 20. ERE PIPE UST BE DEFLECTED T KEEP ALIGNMENT SHOWNTHIS PLAN, E CONTRACTOR SHALL NOT EXCEED PIPE O 1 BRASS CURB STOP O oC FOR SUPPORT C3 ® a[ w ao DRAIN VALVE z N MANUFACTURERSRECOMMENDATIONS. ... ROCK CHIPS NOT TO SCALE 21. ALL VALVES MUST BE AT MOST 1 'FROM THE STREET RIGHT-OF-WAY,UNLESS OTHERWISE SHOWN. 10 3" FEMALEO AD®. � � 22. ALL VALVES AT STREETCROSSINGS SHALL BE 0 BOTH SIDES OF STREETS. DATER WIRE 3 7 5 7 8 6 CL 11 23. CONTRACTOR SHALL INSTALL PLUGS AT END OF FITTINGS THAT SERVE A T INCLUDED IN CONSTRUCTION OF THIS PHASE. 12 3" PVC PLUG 24. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PIPE LENGTHS SHOWN ON THIS PLAN BEFORE PIPE INSTALLATION. 13MARKER, STEEL 1" POST 25. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING DISTURBED FENCE AND LANDSCAPING IN ORDER TO INSTALL NEW 9 2 N SERVICES.EACH HOMEOWNER SHALL BE NOTIFIED AT LEAST 24 HOURS BEFORE ANY PROPERTY DISTURBANCE. • 26. RETAIN AND PROTECT ALL EXISTING UTILITIES AND IRRIGATION FACILITIES. ® Z "MODIFIED"TYPE A RISER 0 , 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 LONG SIDE SERVICE E� �•- (EVEN IF NOT SHOWN). NOT TO SCALE 28. WHEREVERTHE PRESSURE IRRIGATION LINE CROSSES THE GA IRRIGATION STAR DRAIN AND THERE IS A CONFLICT,THE ®C � W PRESSURE IRRIGATION LINE SHALL GO BELOWTHE GRAM IRRIGATIONSTORMDRAIN A DRAIN S BE INSTALLED AT THE c a 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 3011. F- uj Z Lp 29. CONTRACTOR SHALL INSTALL PRESSURE IRRIGATION LINE TO DEPTHS THAT MATCH THE FINAL GRADING PLAN WITH 30"OF MINIMUM � _ (n COVER. fn U J A Uj 30. CONTRACTOR SHALL INSTALL A SERVICE T EVERY LOT INCLUDING COMMON LOTS,EVEN IF NOT SHOWN. A UUJIO = Z 31. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TOT E STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING Q_ CONSTRUCTED. V1 SCALE NO SCALE DATE 08/04/2025 PROD. NO. 250522 SHEET 23 OF 26 PIRR�3 250522-PIRR.DWG NOTES: GRAVITY IRRIGATION NOTES: PIPE NOTE. HORIZONTAL GETECNICAL INFORMATION PROVIDED BY 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 1, GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO BE AIR(OR HYDROSTATIC) 1. ALL PIPES CALLED OUT AS PVC(EXCLUDING WATER C OSSINGS/A A C-900)MAY BE IDA O NATIVE GEOTEC ,LLC., REPORT 40 20 0 40 80 120 WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING TESTED AT THE TIME OF ROADWAY CONSTRUCTION.MEASURES SHOULD BE TAKEN SOLID WALL PVC 80 PSI MINIMUM(DR51),100 PSI(D 41)OR PIP(DR51)ASTM D2241, DATED OCTOBER 25,2024,AND ADDEMDUM UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY DURING CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPE. BELL AND SPIGOT WITH RUBBER GASKET JOINTS REPORT DATED JUNE 19,2025. FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE GROUNDWATER MONITORING FROM SCALE IN FEET Y AND ALL UNDERGROUNDUTILITIES.DIG LINE TELEPHONE NUMBER IS 1- 00- -1585. 2. FOR GRAVITY IRRIGATION INSTALLATION PRIOR TO ISSUANCE OF ACHD PERMITS WILL BE SEPTEMBER 25,2024 TO JULY 25,2025. REQUIRED TO HAVE AN INDEPENDENT TESTING FIRM PERFORMING BACKFILL DENSITY 2. REPAIR ALL DISTURBED/DAMAGED AREAS TO ORIGINAL CONDITION OR BETTER. TESTING.TEST REPORTS WILL NEED TO BE SUBMITTED TO ACHD PRIOR TO THE VERTICAL 3. COORDINATE ALL CONSTRUCTION(ASNEEDED)WTIH PROPERTY OWNER. PRE-CONSTRUCTION MEETING. 4 2 0 4 8 12 . IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ENSURE COVER REQUIREMENTS ARE MET FOR THE PUBLIC ROADWAY CROSSINGS. SCALE IN FEET 1 nF"UTURE 1 6°P® 1� _ �: # 0) r , BPIJ I w ac z t t BL.4 3 7"1 6"PI -- _. - 6°PI � � F- � ® Col d Q CD - 1 .41, It Lu CD h N co Tii CC r.: a,.. e R -®`".. � } ` � .�N' o `T' .. ... a •- .. • .. :.'s.•®. • a •. - • .. : Q••`. :a` •.® .• ••, .. • y. A`• .. :'; -. a :q, .` ii (( yr 'J. fi. } - -d.' .• ..•. a0. a •r .• • '. _ d•® a °•.�•d. _ .. - •s ..•.A••�' • ' _,d•`.:e'r-'.. I d: z ..--. .. ° W. ARIS T. - 2" 12 - 12W T GIRR M 3.1 ® � �� a �HARRIS ST. ` (FUTURE W.HARRIS ST.) FT GIRR 3.2 z � ®_ ., � _ I -- 811S - -----�- - STA=16+96.61 __ STA-16+17.61 ----- -. ` _e 2 MERGENCYts - � GRAVEL ACCESS RODLo 9 �27. -•. •-� . .. '--. ...: .. • ••;j:®' .aro• 'fir• _ _ `. i• ! ..e ®®--s_°sue -®®®®rs° -®® �13,/ - 4 - i j: --- - ua e Tup 1 ---- ' . . I - -12 IR-®-- lsm- 13 �, , co r- 12"I 14 w R -. -.; .. " 15 �� 1,.9� I t W . IH 1.4 I GIRR MH 1.5 _ ... T U) co -"-- -... _ Q. uJ ).20- STA=7+59.2 _ EXCAVATE DIT AS NEEDED GIRR MH 2.5 � I 1 � GIRR MH 2.6 EXCAVATE EXISTING DITCH A EE ED 12"INV= 2702.59 "' IN1! 27 .97 �=F - i.45± F`.I I I , I RIM=2706.45± TO REMOVE ALL UN-SUITABLE SOILS STA=11+47.28 STA=12+28.78 TO REMOVE ALL UN-SUITABLE SOILS INSTALL END SECTION f k E z • • t Q ccv,o AND BACKFILL PER STRUCTURAL FILL W TRASH RACK a C CC I ` N ACKFILL PER STRUCTURAL FILL RIM=2705.86 RIM= 2705.82 / Q 21 _ NOTE 0 THIS SHE T 0 THIS HE .-, � o ` � �� • �� I..� I '.° 1 NOTE N S SHEET = ;; w � � � � I EX.I21IINV= 2702.59 �° 1 INv 2704.99 a � ' I BL�3 I I GRADE NEW DITCH > U °� _ `.' BETWEEN NEW AND �' €I i C �.. e 3 REMOVE AND RE-USE END - :BL.7 I SECTION AND TRASH RACK °° Q EXISTING IRRIGATION �tlw mm co co d,., PIPES AS SHOWN co � �LAJ ® > BU FUl Rl!= ? - z 0 .' I ` PHASE 1 I L� zc:) u; o i C3 } t �CD Lu I , `a ,• tI I Y z® IAL y { . 'ur �.. ` ,�+^5'tX 4 �.• ,c4 s. m-,n--cs-„_ . _ k"ks Yy ao S�� F - . 5 �c • kRCLIFF ST. FUTURE (W.BRIARCLIFF D ) _. 8"S d Fey � --,-- Ro y o d - -- -- - 19 i r 0 72 7+6 8 8+ 8+ +2 + 1 + 1 +4 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 1 +80 15+2 15+60 16+ 164 y M 2724 2724 ar cm w c0 ® I. ®o ® w ® LL OD 272 272 o - Z , ® V < co v ® � ® ^ ° w ® cm 271 2716 cm N 2712 6 2712 +I ® + � ' + m � = r m + m N cn � `r' _ = ao Nw �-- p +I 11 '- '- zN � II roN ® � o � ¢ _ � � '� r °= II �; �` FINISHED GRADE �? `� ® � co N N GRADE NEW CH FROM N II aC c'i it ®c co _ AT GI NE _ _ T y _ = W r FINISHED GRADE END OF NEW PIPE TO END OFLu 2708 ® ui 11 ; W 11 AT GIRR LINE EXISTING PIPE AS SHOWN � 11 2708 �"� 1 a oc -® - ORIGINAL GROUND E}.12 CAP 0 cc AT GIRR LINE -- - ORIGINALGROUND -� �-- AT GIRR LIE 77.50 LF 1201 AMA 27 SEE NOTE 28 ON C-900 PVC @ 0.23' 2704 SHEET PIRR-3 6"PI FUTURE V1 z ®PI Lo 04 ® 345.00 LF " z w ® z --- - " 99.75 LF 12u PVC @ 0. lx�®' co � � A 27®® 286.33 LF +1 12"PVC @ 0.23% CD 12°'PVC .23 +I 8"W w/ p- 2700 A � ® U t �= 16"STEEL CASING �+ `� `�' C C ao II o N � N CV � ® ® � v' _ it II 11 11CD - 2696 r T 2696 II o o z II - - N 1"=40' 1"=4' � ® N r r NOTE: cv � 11 SCALE HQRIZ VEK 4- 10 LF 16 STEEL CASING SHALL BE INSTALLED 2692 WITH 8"WATER MAIN CENTERED ON IRRIGATION 2692 DATE 8/04/2025 PIPE CROSSING PRIOR TO CONSTRUCTION OF 12" IRRIGATION MAIN. PROD. NO. 250522 12" GRAVITY IRRIGATION SHE 24 OF 26 2688 2688 7+2 7+60 8+0 + 8+8 9+ + 10+ 1 +4 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+8 15+20 15+60 16+00 1 + 0 GIRR� l 250522-GIR . WG 2' Ca�GR G I1®0 cUR 5 e 5 i 18' ACHD EASE. 30' ROW 18' ACHD EASE. Wool i 229 10' SIDEWALK 8' 13' 13' 8 10' SIDEWALK 1 E LANDING LANDING 2 11' 11' 2 LANDING LANDING 0.5' 0.5' I 4 Q %1 CO ro 2. 7 B A C .5% I . • ' CURS .• • / �° ° . ° - • • Z B 2. N I ti« -- I - 0 nt'\ ® .d.' s`'.,rat "!`"f;°,Pf ti a`,,,. *. r ,E -_ -'#►. l't,.lip ``'n f ...e r°s C'�>F,l f,,A' "�A ,F�^'`,/,;' ,a.' ��.,, ,x 'ti 5\'\`.',,. ` y..`ram.,.`\'.. ;, \ .x. ,s ..., '1 ti.. ✓.. s . • . . +, ^ ,.,.,.'a�. :�+F'•. ',. `+, r'l, A ,\d / /, `.,. , !sr t.,.,,,4 ,. Ar``*,,4.';,..41 ^,'a:' ,p;A`,.`"5.!`... ,,.`.A''+, I B r.„ F x�,4`1 r ,"`* ,, �r / /' � '%�r`'`�A``." ;`a,".^sw✓,',>'.r r.! ( D o D E F F E Dcc CJD NOTE: I ®u �2 BASE AND SUB—BASE � A O 3" ASPHALTIC PAVEMENT C 5" CONCRETE SIDEWALK — ACHD E 20" PIT RUN GRAVEL SHALL EXTEND 6"MINIMUM BEHIND CURB. . cc B 6" TIC CURB D — C SUPPLEMENT TO ASP S —79 F COMPACTED STABLE SUBGRADE TRANSITION SECTION VERTICAL CURB AHD GUTTER 8 CD SUPPLEMENT TO ISPWC S —71 D 4" OF 3/ " .:INS CRUSHED GRAVEL rc TO ROLLED CURB AND GUTTER > 00 Mui r 0 C1 C7 COLLECTOR STREET SECTION - 30' RIGHT=OF=WAY D 1z0 6" VERTICAL CURB - DETACHED SIDEWALK �!uo '.M- ®2 6 W. HARRIS STREET p ® W .T•S ® ®� ' ' 0co0 NO COLLECTOR S S BE A SP— , .5 INCH MIX, 64-28• J ® �' � �u � L � 1' SIDEWALK 1' V < �a O ® ®� DING DING Z cr. U,} 5THICK CONCRETE 0 ®® 1.5% MAX. SLOPE �-- ® LL cc cn ui ® A„ 4" OF 3/41' MINUS E COURSE `otW.� F� �5 S Gj COMPACTEDSTABLE SUBGRADE EN®G®tc ��5' OR 10' WIDE X 5 THICK DETACHED SIDEWALK C6 C7MS q hP � PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-7 9 y�c� TF of .T.S ��M. SIR wN � ® ODu) 8N ® t= 00 0 , • ® uj 8 ACHD E. 47 ROW 8 ACHD EASE. 20 PO Y EMERGENCY GRAVEL ACCESS ROAD ( C ) H son No C0 ® CD _ w 2' I 5' SIDEWALK8' 16.5' 1 ®5' 8' 5' SIDEWALK I 2' " z -r-� 10 OF 3 f 4 MINUS BASE COURSE _� Q < � 1 ( GRADE TO ® Qw 1' 1' 7' 2' 14.5' 14.5' 2' 7' 1' 1' GRADE TO MATCH EXIST. ® 0 cc o NG IANOp+IGG NG NG I MATCH EXIST. 1.57-27 (MAX.) 1.57-2 0 (MAX.) (3:1MAX.) z 2 N •1 0.5 0.5' (3. 1.57 C B A A B C I —'1111 — —� _= I111' 2®07 2. `% �-- .A 1 , III — � _ _— —_ .I I i—III gIIIg III---1 I I III I i' r � I-1 —1 f I-1:x x r „ .fW<i ,1 „^:s „x/s.. ',.' f /x x x,/'/i.xs: ,.,f lx ,f, F P f,FF.... f.;sF,;''.. ,,✓ COMPACTED STABLE SUBGRADE UPPER 6 't.,•``.,r .j.x r \ ,.;'\. , x^'„ ,\ , s.^ ''4F; "•, <.,,e,".v x„... . ,,. f. ..,, ,x. :.'v.,. l',` .+" .'`t,s'"?.x D TO 957 OF MAXIMUM PROCTOR DENSITYD E F o E D 0tr- A ASPHALTICE 20' TEMPORARY GRAVEL ACCESS ROAD " CID . 2.5" PA MENT 5" SI L AC 14 N PIT RUN GRAVEL BASE AND SUB—BASE N.T.S • 3 " ROLLED CURB D G _ ACHD SUPPLEMENTT ISPWC S -709 F COMPACTED STABLE SUBGRADE SHALL EXTEND 6 B SUPPLEMENT TO ISPWC S —702 4" F 3/4" MINUS CRUSHED GRAVEL MINIMUM BEHIND CURB. cd co LOCAL STREET SECTION - 47RIGHT=OFmWAY J C2 Ce <t 3" ROLLED CURB - DETACHED SIDEWALK c a: �- W LOCAL STREETSOno z 0 .T.s NOTE: LOCAL STREETS SHALL BE A SP-3, 0.5 INCH ) MIX, PG 58-28. LO Lu � C%i Lu z U C!, SCALEN.T.S. ATE 08/04/2025 PROD. NO. 250522 SHEET 25 OF 26 DT� 1 250522-DTI.DWG �40 �° MONITORINGWELL, 61 15' MONITORING WELL, INSTALL LID T GRADE .) INSTALL LID TO GRADE .) IN.FG ELEV.=2703.0 MIN.FG ELEV.=2708.00 - IIM 11-1 I lEt I Ml I El 1 III=Ill- I I-I 11=1 I M I� I I I lI=1I1 - - - - 1=111=111=III=11t=tll =1 11=1 11=1 I t=1 11=11 I o = ,. lo > MAXIMUM ELEVATION MAXIMUM ELEVATION ccc° NwfP F ROCK= 2701.50 OF ROCK= 2706.50 P � P P ® P 10 ®6 Z > oo P 00P Plo j P 18"I V. ?� ° 0 18"iNV. ®=270 .45 NP P ION D AIL� ° " ,18"PE F. P Pu:o ADS N-12 PIPE. ADS -12 PIPE. SEE DETAIL THIS SHEET MOTE: SEE DETAIL,THIS SHEET o R® R® 16"0 PVC PERFORATED DRAIN PIPE.PERFORATIONS SHALL BE IN o ° ACCORDANCE WITH AASHTO M30 -03 AND ORIENTED UPWARD lo ® oo FROM TOP HALF(ACCEPTABLE PIPE REPLACEMENT:1800 ADS N-12 oo ® HDPE PERFORATED PER AASHTO -2 ). c ° ° BOTTOM ol ELEVATION lo ° F ROCK= 2692.50 ° 1J _ : BOTTOM ELEVATION T P P � MINIMUM ELEVATION OF SAND =2691.00 OF ROCK 2697.50 10 04 •. f.•, •. ...,. ! .. ®,tom. .. T®! MINIMUM ELEVATION OF SAND=2696.00 a ® W ® ®C FINE AGGREGATE ILL ME THE GRADATION FINE AGGREGATE WILL MEET THE GRADATION ° MONITORINGWELL PER ACHDQUIRE E TS OF ISP C SECTION 801 FOR REQUIREMENTS OF ISPWC SECTION 801 FOR SUPPLEMENTAL STANDARD G. "FILTER SAND"-SEE TABLE 1 OF E ISPWC "FILTER SAND"-SEE TABLE 1 OF THE ISPWC ° 0 ui� S -627.MONITORING WELL TOE 1' ELO ROCK O PI /SA MONITORING WELL PER ACHDz 0- 2 SEE E 7 DER SEEPAGE E NOTES. SEE NOTE 7 UNDER.SEEPAGE BED NOTES. SUPPLEMENTAL STANDARD DWG. � uj SD-627.MONITORING WELL TO BE ca V BELOW ROCK OR PITRUN/SAND 0 FIII= Lo U � � SECTIONVIE SECTION VIEW > ® z L D CM a t APPROXIMATE ATE EL.= BELOW 2689.3± ATE OBSERVED) APPROXIMATE GROUNDWATER EL.= BELOW 2689.3± NO GROUNDWATER OBSERVED o i5 0>0 v� ( ) ( ) DESIGNINFILTRATION ATE= 1°' r DESIGN INFILTRATION RATE= 1"/hr �u ® �� o � m co ®� �, Q . ® 00 Z ® ® M�� Q CD CC ° ° Lu ® � yCL 1 (CAE 1 (CAP END � �_ �L F PIPE) OF PIPE) U �C 5--c m ® gw z � LLD O 0 OZ m 00 U. M Lu 0 ®� coCD �Lu MONITORING WELL TO BE MONITORING WELL TO BE GETECHNICL INFORMATION R VIDE BY CENTERED BETWEEN PIPE I ® CENTERED BETWEEN PIPE AND VAL I AHO NATIVE GEOTEC ,LLC., REPORT ycJ®O �y OUTSIDE OF BED OUTSIDE OF BED DATED OCTOBER 25,2024,AND ADDEMDUM ®�� .®cE �FO c®'lam I REPORT DATED JUNE 1 ,2025. GROUNDWATER MONITORING FROM I SEPTEMBER 25,2024 TO JULY 25,2025. i c� ® I � I �F J . Sat I �cc 1 0 0 cl- I � co co 0 0) W so BEGIN BEGIN F- cm w PERF.PIPE PE .PIPE 5 ^ Cl) CIO N 181'INLET PIPE 18°'INLET PIPE W ® W FROM 2.2 FROM SG 2.3 I a SEE SHEET SD-1 SEE SHEET SD-1 CD 000 0 0 ® co SEE PLAN MEW SEE PLAN VIEW ® 0 w °o OUTSIDEBED, OUTSIDE BED 0 50' I 50'MIN. `. 3' 38 75 7.5' MONITORING MONITORING r WELL 15' PLAN VIEW PLAN VIEW N.T.S. N.T.S. T V1 B a � SEEPAGE E 2® SEEPAGE E E� SEEPAGE BED KEYNOTE LIST -, ITEM DESCRIPTION z .7 o2°i CLEAN DRAIN ROCK. FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR"FILTER SAND"-SEE TABLE 1 OF O Z Sa THE ISPWC. �■■� � Nwf NON-WOVEN FILTER FABRIC TOP&SIDE PER ACHDEQI E E S(SECTION 8200,PG.32) U cm ® ®_ SITE NOTES: SEEPAGE BED NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 1 O-FEET FROM ALL STORM DRAINFACILITIES. 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE,VERIFY WITH ACHD OR ENGINEER IF NEEDED. F- 2. CONTRACTORS AL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM.ACHD INSPECTOR SHALL B -SITE DURING SEEPAGE BED 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION FOR THE INSTALLATION. INFILTRATION FACILITY. 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION SYSTEMS.CONTRACTOR SHALL COORDINATE NTH ACHD 3. 1F ROCK IS ENCOUNTERED,CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AF TER SEEPAGE TRENCH IS FULLY EXCAVATED. INSPECTION DURING CONSTRUCTION FOR PLACEMENT F THE MARKERS PRIOR TO BACKFILLING.ACHD IS CURRENTLY SUPPLYING THE DEVICES. 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. . ALL PIPES CALLED OUT AS PVC(EXCLUDING AWWA -9 0 OR AWWA C-90 )MAY BE PVC ASTM D 3 (SDR35)OR ADS -1 2HP. SCALE 111=40' 1"=4' 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION. HORIZ VERT 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5°OF COVER. 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. ATE 08/04/2025 6. USE FLOWABLE FILL TO ACHIEVE COMPACTION ERE NEEDED. POJe NO. 250522 6. SEE STORM DRAIN PLAN SHEET SD-1 FOR BED ORIENTATION AND ADDITIONAL INFORMATION. 7. SEEPAGE BEDS SHALL BE OVER EXCAVATED BELOW THE BOTTOM SAND LAYER INTO FREE DRAINING GRAVELS AS NEEDED,(APPROXIMATE ELEVATION OF SHEET 26 OF 25 2689+/-)AND BACK FILLED WITH PIT RUN GRAVEL OR SAND. DT�2 250522-DT2.DWG