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HomeMy WebLinkAboutConstruction Plans LEGEND FINAL PLAT OF BOUNDARYO�pL LAND - SECTION L E f NE \ \\CNSp SG�L ROWSPRINGDAY SUBDIVISION I 0z o 04/2c1/26 CENTERLINE NO ,, a 3271 LOT LINE - - - - - - - - - - - - - - PUBLIC UTILITY AND IRRIGATION EASEMENT A PART OF THE SW 1/4 OF THE SE 1/4 OF SECTION 33, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN SEWER AND WATER EASEMENT INSTRUMENT NO. CITY OF MERIDIAN, ADA COUNTY, IDAHO ,p T£ ACHD PERMANENT EASEMENT FNTpN SN`� INSTRUMENT NO. 2026 CENTER 1/4 CORNER SECTION MONUMENT(FOUND) SEC 33, T4N, R1W, B.M. EAST 114 CORNER SEC 33, T4N, R1W, B.M. 2"ALUMINUM CAP "PLS 5461-11334" CP&F 2023-022418 3.25"ALUMINUM CAP "PLS 8077" SECTION MONUMENT(NOT FOUND) CP&F 2024-000812 Qo SET 5/8"REBAR AND CAP PLS 3271644 - - - - - - - - S8901821"E 2636.87' 33 O SET 1/2"REBAR AND CAP PLS 3271644 /� (R1:S89°18'29"E 2636.89') 34 FOUND 5/8 REBAR AND CAP PLS 4431 S00027'06"W 1315.95' v I o SOUTHEAST 16TH (R4: S00°17'12"E 1316.04' CENTER SOUTH 16TH SEC 33, T4N, R1W, B.M. o N00 41'15 E SEC 33, T4N, R1W, B.M. c I 2"ALUMINUM CAP "PLS 5461" Line Table TO BE SET BY FOCUS CONSULTING X 3.00' CP&F CITY OF MERIDIAN ROS INST. NO. 6800 LINE DIRECTION LENGTH SEWER AND ° CITY OF MERIDIAN i L1 N00°41'15"E 3.00' I 295.61' TIE WATER EASEMENT SEWER AND 0 ( INSTRUMENT NO. WATER EASEMENT N89 18 14"E 1318.91' L2 S00°41'15"W 16.00' I INSTRUMENT NO. UNPLATTED SOUTH 16TH ON EAST LINE L3 S89°18'45"E 115.03' I r o ., L1,r o „ SEC 33, T4N, R1W, B.M. S89 1845E 242.22 S89 18 45 E 664.55' r L2 2"ALUMINUM CAP ILLEGIBLE L4 N89°18'45"W 115.03' I ° L3 L5 S00°41'15"W 7.00' I ° ° BLocK4 w 2 3 4 5 6 7 8 9 10 11 12 13 14 15 7 L6 N89°18'45"W 37.00' W L7 N44°18'45"W 35.36' I I 1 2 0 Q BLOCK 5 6 L8 S45°41'15"W 35.36' L9 N89°18'45"W 37.00' I Z' - - W. BERGAMO ST- - - 5 L10 N44°18'45"W 35.36' L11 N89°18'45"W 52.3F I 9 > y L12 N89°18'45"W 99.00' 7 19 18 17 16 15 14 13 12 1 1 8 1 BLOCK 7 N 10 W 7 11 v' 3 Lo Curve Table � � W � � CURVE RADIUS DELTA LENGTH CHORD DIRECTION CHORD LENGTH (6 > 9 W 6 12 U 2 57y C1 131.50' 16°39'16" 38.22' S82°21'36"W 38.09' Fn N C LLI Z 1 BLOCK 3 E� BL 5 K 6 1 C c2 200.00' 31°4r1s" 110.61' s1s°2r37"E 109.21' c c 8 4 W. ASPENSTONE �I y C3 150.00' 31°53'31" 83.49' N15°15'31"W 82.42' Q 13 S 1' C4 150.00' 31°53'31" 83.49' S74°44'29"W 82.42' 1 CITY OF MERIDIAN C5 131.50' 31°53'31" 73.20' N74°44'29"E 72.25' z 7 3 14 SEWER AND WATER EASEMENT C6 131.50' 15°14'15" 34.97' S66°24'51"W 34.87' cG co3 4 5 6 I 2 15 2 INSTRUMENT NO. C7 176.00' 10°06'18" 31.04' N26°09'07"W 31.00' LL BLOCK 8 C8 99.00' 21°47'12" 37.64' N10°12'22"W 37.42' S2 3 C9 16.00' 7°52'18" 2.20' S03°14'55"E 2.20' CoW. PINESTONE ST - - m / 4 C10 24.00' 7°52'18" 3.30' NO3°14'55"W 3.29' °C1 L11-��� o o �� N89°18 45"W 390.15'- _% ° C11 117.00' 8°59'29" 18.36' S26°42'32"E 18.34' L9 ° L6 L5 L4 CITY OF 777 MERIDIAN C12 233.00' 31°41'18" 128.86' S15°21'37"E 127.23' BLOCK 2 SEWER AND C13 181.00' 33°50'35" 106.91' S14°16'59"E 105.36' I o 1 WATER EASEMENT CITY OF MERIDIAN C14 168.50' 8°15'41" 24.30' S62°55'34"W 24.27' I 1 INSTRUMENT NO. SEWER AND-� S00041'15"W 3 BLOCK 1 WATER EASEMENT I I 7.00' C15 168.50' 19°21'44" 56.94' S76°44'17"W 56.67' I INSTRUMENT NO. 0 C16 168.50' 4°16'06" 12.55' S88°33'11"W 12.55' C17 168.50' 31°53'31" 93.79' S74°44'29"W 92.58' N89018 45"W 175.00' c UNPLATTED ) ao 0 SURVEYOR'S NARRATIVE 3 THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE THE PROPERTY SHOWN HEREON.THE BASIS OF SEE SHEET 4 FOR NOTES ) BEARING IS N00°29'02"E 2632.30'FROM THE SOUTH QUARTER CORNER TO THE CENTER QUARTER I p �- n W UNPLATTED o v 0 CORNER OF SECTION 33,TOWNSHIP 4 NORTH,RANGE 1 WEST,BOISE MERIDIAN. I I � h O 10 THE FOLLOWING DOCUMENTS WERE REVIEWED AND/OR UTILIZED IN THE PREPARATION OF M Co lr N THIS SURVEY,ALL LOCATED WITHIN ADA COUNTY: I p c 1. RECORD OF SURVEY NO.6800,RECORDED FEB. 16,2005. I N N Z 2. RECORD OF SURVEY NO. 1253,RECORDED MAY 23, 1988. `� �4 r o� 3. PLAT FOR BIRCHSTONE CREEK SUBDIVSION.BK 90,PAGES 10459-10462. I 0Co W i Z r o SOUTHWEST CORNER SEC 33, T4N, R1W, B.M. 3.5"ALUMINUM CAP "PLS 11334" T4N, R1 W CP&F 2022-013694 0 32 33 N89018'57"W 2638.30' \\ 33 s o W. USTICK RD 5 4 (R2:N89°49'47"W 2638.181) 4V L12 a T3N R1W SOUTH 114 CORNER _0 SEC 33, T4N, R1W, B.M. GRAPHIC SCALE Scale: 1"=100' Drawn: CCF Q © TO BE SET BY FOCUS CONSULTING 00 o so 100 zoo aoo Date: lob#: M CP&F 04/29/2026 26-5033 0 ENGINEERING AND SURVEYING, LLC Sheet: 6 1001 NORTH ROSARIO STREET,SUITE 100 oww i MERIDIAN,IDAHO 83642 PH:(208)974-0075 (IN FEET) �� CD 6cN 1 inch= 100ft. J LEGEND FINAL PLAT OF BOUNDARY \O�PL NSA fp S SECTION LINE �� �G (i SPRINGDAY SUBDIVISION CENTERLINE 04/2ROW �/26 0 LOT LINE Cl- 3271 - - - - - - - - - - - - - - PUBLIC UTILITY AND IRRIGATION EASEMENT GRAPHIC SCALE _ CITY OF MERIDIAN SEWER AND WATER ° EASEMENT INSTRUMENT NO. 40 0 20 40 80 160 f �F 1' ACHD PERMANENT EASEMENT L 1 N N 00'00 041'15"E NTON SM INSTRUMENT NO. 20'CITY OF MERIDIAN � SEWER AND 30'CITY OF MERIDIAN r - - � SEWER AND SECTION MONUMENT(FOUND) I I WATER EASEMENT WATER EASEMENT ° (IN FEET) I I® S890184 1 inch= 40 ft. 5"E 242.22' S8901845"E 664.55' SECTION MONUMENT(NOT FOUND) ° 33.00' ° 26.00' 31.22' 115.00'- - - 18.50' ° 18.50' 25.00' 45.00' 1 45.00' 45.00' 45.00' 41.55' 45.00' 45.00' 45.00' 12 45.00' SET 5/8"REBAR AND CAP PLS 3271644 18, 7 13' r - r _ _ _ r _ _ _ _ _ _ O SET 1/2"REBAR AND CAP PLS 3271644 0 3 I I � I I I F -1 F w I f` I I I I I I I I I I I 5 O FOUND 5/8 REBAR AND CAP PLS 4431 33, x I 5175 sqft o 5' 26' o � I � o o 0 1 I I I I I I I I I I I I I I I I I I N N89°18'45"W J 8 °° 10 N 2562 sqft N 115.00'_ w I 3I o"I 4III`~W fII 5 7o 10I~ of- 5175 sqft 5175 sqft bI5307sqfy 5 517qft 5175sqft 477sg 5175 sqft _I5175 sqft 5175 sqft o 2 I 1 "I 5175 sqft �I I o ' o ~ , c c o ~ hII C-AoN I 5171sgft O Iz I z I z I z I z I z o z z -W o~"� II 13 i I I I I I I I I I I I I BLOCK s l I I I 12 C_ _ - - - - - _ - J 4.24' z I II I III I I I I I I II I I I I I I II I I I I I I N89°18'4' L - - - J - - J L - - - � L_ - - - -1 L - - - J L - - - -J L - -LJ L - - - -J L - - - - L 112.00' l ��titi 8 8' 13' T13' ` S44°24'52"E N45°41'15"E S44018'44"E 45.00' 45.00' 45.00' 45.00' 41.55' 45.00' 45.00' 45.00' 45 i 39.53' S89°18'45"E 92.92' 35.36' 35.36' ° , N89 18 45'W 577.55' .00' N89°18'45"W 18.5' W. BERGAMO ST ° - - _ _190.26' o - _ _ _ N89°18 45'W s � w 18.5' 3T ROW 397.55' - -3T - - o - - N45035'08"E 89°18'45"W 490.1 ' 24.14' 45.00' 43.36' 46.64' 13 45.00' 45.00' 45.00' 45.00' 45.00' n O > 39.6T 106.00' S44°18'45"E IN45°41'15"E w z 1 x 8' �9 35.36' 35.36' �q 8' _ _ N89°18'45"W �� N a Q I- - - - - - - - - - - - - - - - - - � - - - � - - 1 io.so' _ _ _ _ z I I I I I I I I I I I I I I I 16.36' 6.36' z ° o 01 19 1 ! 18 hol 17 1 - 1 16 h - 1 15 1W 1 14 IW 1 13 1W 1 12 IW I 11 1 0 o " 01 5175 sqft h -I h �I h �I h �I h �I I� �I h 01 h o I 516s sqft 8'v q , 4986 sqft 5364 sgft , 5175 s ft - o o o g v 5175 sgft 5175 sgft , 5175 sgft , 5175 sgft - - - - - - - - - lo �I I° �I o ~ to '"I o to �I to �I to �I to �I to N89°18'4s"w N z I Iz I Iz I Iz I Iz I Iz I Iz I Iz I Iz o 11s.00'_ _ _ _ _ _ _ I _ I I I I I I I I I I I I I I I I F 37 8' o o f I o I o I 5' I I I I I I I 15' I I I I I I I I I I I I I I I I I 1 I 10 I kn w l o I 11 33' -I- 26' - - -L L - - - � L - - - � L - - - -J L - - - � L - - - J L - - -� L - - - � ~ I 5175 sqft L L - - - - - - - - -� w 12' z N89°18'45"W 45.00' � 43.36' 46.64' 45.00' 45.00' 45.00' 45.00' 45.00' 115.00'- _ ��- 18 N89018'45" 360.00' i - - - - 5 r --I O 13' J I5T 1 9 I o M o 12' 1 5175 sqft I � �' W I � I w Lu °O - - - N89°18'45"W - - J N z o BLOCK 3 11s.00' N N M N r _ N z ri to N890 18'45"W ~ W w w W cc co o - - - - 115.00'- - W w I Cn I 8 I o z 1z z o I I 3 N 5175 sqft I I a S89018'45"E 220.00' 13' 55.00, 55.00' 55.00' 12' 55.00, N89018'45"W _ 0 115.00'- - - - - - - � r - - - -� � 1 I I 15' 0 1 I o o 50 1 7' I T 5175 sqft I I M~I II I I ~I , h ~ f- "W N8°1'452 W � ^ c 15.00' -81942 sqft 663sgf I �I 632sgft 6325�qft 6325sgf Co J L - Co ° I S z z z z o %° z 1 6 1 1 I I I I 1 1 5165 sqft I 18 If i I - - - I L- - - - - - - �6.36' 6.36L_ J 15' I _ J L- - - -L L - - - - - J L _ _ _ _ _ J N89°18'45"W 33' 1 8' 110.50' 2 Cl) CO O !o - r� C15 C16 42.46' S5.00' 13' 55.00' 110.00 S45°41'15"W 1 N44°18'45"W 04 4 lgX Cl� N89°18'45"W 262.46' 35.36' 35.36' L ° 37_ N89 4sw- - ° W. PINESTONE ST _ 18' - - J� 9� C� N89°18'45"W ° „ ✓���,�, �, / 95.81' 3T ROW 210.15' g : o n o -Q w � � ° G o kr�G� L11 0 N89018'45"W 390.15' 39.6p, �°tk� 6 ° ° N�(olZ 16'w S5 / C �j0 �� 0) o18.50' Scale: ��- Drawn: z �m \ °p1 � ° ° 30'CITY OF MERIDIAN SEWER AND WATER EASEMENT 1 -40 CCF ) US@ c4� 2 n� i z L9 Date: Job#: m ENGINEERING AND SURVEYING, LLC 04/29/2026 26-5033 0 10 1001 NORTH ROSARIO STREET,SUITE 100 Sheet: cv MERIDIAN,IDAHO 83642 PH:(208)974-0075 cw www.focus-es.com SEE SHEET 4 2 OF 6 0, LEGEND FINAL PLAT OF UNDAY ���'� LAND SEOCTIONL NE ��CSN \\CENSfO ROW o 04/29126 CENTERLNE SPRINGDAY SUBDIVISION NO ,, 327 O� LOT LINE N - - - - - - - - - - - - - - PUBLIC UTILITY AND IRRIGATION EASEMENT _ CITY OF MERIDIAN SEWER AND WATER EASEMENT INSTRUMENT NO. _ rf \�P •Z• ACHD PERMANENT EASEMENT 30'CITY OF MERIDIAN r r �FNT p N SM�� INSTRUMENT NO. SEWER AND L2 ` S89°1845"E 664.55' WATER EASEMENT SECTION MONUMENT(FOUND) 45.00' 45.00' 12, 45.00' 45.00' 45.00' 45.00' 45.00' 21.00' 18.50' 0 18.50' o - SECTION MONUMENT(NOT FOUND) I L3 5 i SET 5/8"REBAR AND CAP PLS 3271644 I I I I I I I I I I I I I I I I I 0 o SET 1/2"REBAR AND CAP PLS 3271644 I 7 0 FOUND 5/8 REBAR AND CAP PLS 4431 III w oIlI I1� �I1 I1� l1 I1� 11 1� 01 Iw 15 3106 sqft 21i1 sqft S89 45 _E 115.03'9 10 12 13 _ 14 - - - - - - - � 5175 5175 sqft sqft 5175 sqft 5175 sqft I- 01 h of 1-~ of h o to �I 10 ,1 to �I 10 ,1 q If �I 5175 sqft 10 �1 5175 sqft to =I 5167 sqft I " Iz I Iz I Iz I Iz I Iz I Iz I Iz I Iz o BLOCK s 1 I I I I I I I I I I I I 13' z ` �^ I 6327 sqft I ^ I I I I I I I I I I I I I I I 1 L _ _LJ L - - - -� L - - - J L - - - -� LJ-- _ J L - - - --� �- - - - J I o 1 L - - - - - - - - g 8' �q� S89°18'45"E - - } 45.00' 4 13' 3 5.66' 45.00' T45.00' . 4500' 41.00' N89°18'45"W 577.55' 45.00' N45041'15"E I 115.03' 5 I 18.5' 35.36' I I _ W. BERG_AMO ST _ N89°18'45"w I 5 I 0 37' ROW 267.00' - �- - ° 0 1 6327 sqft 1 18.5' o I I N89°18'45"W 180.00' N L- - - - - - - S44°18'45"E IN45041'15"E S89°18'45"E N44°18'45"W 115 03' 35.36' 35.36' �q 35.36' r - - - 5 - - - - -� N89°18'45"W � �`� ° 4110 sqft 110.'45 N89 18 45'W 221.00 1 - - - - - - o 16.36' LOB- - - - _1L.5Q - - - oo I 6.36 r - - - w F- - - - �6.36' 1 4 BLOCK 7 I o I I I _ 1 I I 6327 sqft 11 I o o I 8 I � � 1 10 5165 sqft 8' I I 5165 sqft I Z I 5165 sqft 1 v - - J S89o18'45"E N899°18'45"W - - I I- - - N8o,'45"W I- - - - - - - - - J 1I5.03' - - - - N89 18 45"W N89°18'45"W 1 - 115.00'- - - � 115.00' - _ - - r- IT 115.00'- - 37' S' - - - -I - - - - w I 1 I I 5' Io 1 3 I I � c c 10 � 1 7 1 'zt I 1 1 Co o o I 5176 sqft 5175 sqft I 1 I 5175 sqft I o 1 5175 sqft I z `� 13' L N - - _ _ - L z I W S89°18'45"E - - N N89°18'45"R N89°18'45"W - - - J - - - N89°18'45"W- - 8, > 1 _ _ _115.03' - - - K - 115.00'_ - 115.00' - - _ Lo - 13' - - - - 115- - - - 5,� = 5, � �- -I w r-- - - - - � z � 0 1 I 3 N a' 2 Co 9 1 i 6 I 12 I o It P4 5172 sqft W 5175 sqft I 1 1 5175 sqft I z 1 5175 sqft I 4.24' L - - - - - - _ - - o y N899'18'45"W - - N N N - - - - - - - J - _ _ _ - J r� M S8912.03'"E fq 1T5.�0 TC5.00'- - - ry U I 112.03' ly 115.00' N N M N N89°18'45"W 230.00' z -- 5 3504 sqft BLOCK 6 �M' N 13' N N811 8 0' - - w w N89°18'45"W 230.00' w S44°18'45"E 2223 sqft n v n 1 � - - - - 15.44'- - - -I ,� _ _ _ _ ;r, 35.36' S89°18'45"E 90.03' I I°`�° W. ASPENSTONE SToc g c z a z Z o I o I I o o - S89°18'45"E - 1 1 4 I o 1 13 I c z 133.53' 37 o g I z I q o "' 37' ROW 5175 sqft 13 5175 sqft 1 z 1 5175 sqft I--- - _ -- -- -- �J1 W o IL - - - _ - - -I 13 N45°4115E S89°18'45"E 90.03' 30'CJI DIAN N891845"W N89°18'45"W 115.00' 115.00' N89°1-45"W_ 35.36' SEWER AND - 115.00' WATER EASEMENT F - � I 1 � 5 4431 sqft CL7 I I 3 ILr) I 14 I ° 5175 sqft I I 5175 sqft I Z I 5175 sqft I S89°18'45"E - - J 89 1845 W - 37' - - -15.03' - - - � - - - II Wo - - - - - - - -1 v wN89918'45"W N89°18'45"W o s' -T 115.00' 115.00' 8' ' 0 o t-r o I 25 InI z N 5176 sqft II Co� o6 _ 1 2 o � 15 5165 sqft 8' 5165 sqft o 81 S891845EZ sqft ,c 5165 o - - - - !7S45'41'15"W J ' 6.36E - - - - - - -� L - - - - - - - - - -�6.36' w _ _ _115.03' - - - } N89°18'45"W 110.50' - - 110.50' BLOCK 8� 110.50' N89°18'45"W 221.00' o4110 s ft 1 3` q 13z N44°18'45"W I 5176 sqft 35.36' 35.36' N89°18'45"W 180.00' S45°41'15"W 13' f 1 c') -35.36' L - _ 12 cy) o S89°18'45"E L9 W. PINESTONE ST _ N89°18'45"W 115.03' - - - - 04 - - - ° 37' ROW 267.00' - 37' - ° r - - - 5 W o I 4 10 o ° o Nt 5176 sqft 1 't 0 N89°1845"W 390.15' � I : : z L - - -o - - - - - - J 0 18.50' 18.50' c L4 0 30'CITY OF MERIDIAN L6 SEWER AND GRAPHIC SCALE Scale: 1"=40' Drawn: CCF a i -1~-� L5 i US@ WATER EASEMENT 1 40 0 20 40 80 160 Date: Job#: N ENGINEERING AND SURVEYING LLC 04/29/2026 26-5033 0 1001 NORTH ROSARIO STREET,SUITE 100 Sheet: N i MERIDIAN,IDAHO 83642 PH:(208)974-0075 10 IN FEET o www.focus-es.com 3 OF 6 N 1 inch= 40 ft. i LEGEND FINAL PLAT OF E LAND SC DAR NE 5� \\CENSfp `sG ROW N 0 04/219126 CENTERLINE SPRINGDAY SUBDIVISION NO ,, 3271 LOT LINE — — — — — — — — PUBLIC UTILITY AND IRRIGATION EASEMENT _ CITY OF MERIDIAN SEWER AND WATER EASEMENT INSTRUMENT NO. SEE SHEET 2 ACHD PERMANENT EASEMENT FNT p N SN` INSTRUMENT NO. ` j SECTION MONUMENT FOUND 1 33' SECTION MONUMENT(NOT FOUND) r rr, C 16 42.46' 55.00, 13 @ SET 5/8"REBAR AND CAP PLS 3271644 ✓6 C15 55.00' 18' o SET 1/2"REBAR AND CAP PLS 3271644 �' N89°Cl� O FOUND 5/8 REBAR AND CAP PLS 4431 /l}6 �'S o 37_ — N89°18'45"W — o C4 95.81 rn kn "Y 3g 'f�R� 0 31� C5 o C1 L11 o v 6p' $°D CIO Jr° N26°12'16„w SS , �N ��o �' �40' 18.50' 18.50' o °�� 4 13' L9 S5� I I NOTES 17 1. UNLESS OTHERWISE SHOWN AND DIMENSIONED, LOTS ARE HEREBY DESIGNATED AS o HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, THE SPRINGDAY SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION, AND LOT DRAINAGE OVER THE TEN 'S13°47'44"W (10) FEET FROM BACK OF SIDEWALK,THE FIVE(5)FEET ADJACENT TO INTERIOR LOT LINES, BUCK 1 39.60' AND THE TWELVE (12) FEET ADJACENT TO REAR LOT LINES OR SUBDIVISION BOUNDARY. I THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 1 r° 2. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING rorj� r� 17077 sqft REGULATIONS IN EFFECT AT THE TIME OF RE-SUBDIVISION. � J c l� 3. THE LANDS LOCATED IN THIS PLAT ARE LOCATED IN THE NAMPA&MERIDIAN IRRIGATION 1 DISTRICT SERVICE AREA (208) 466-7861. IRRIGATION WATER WILL BE PROVIDED TO ALL P BUCK 2 LOTS THROUGH A PRESSURE IRRIGATION DELIVERY SYSTEM WHICH HAS BEEN APPROVED 0 27974 sgft a PURSUANT TO SECTION 31-3805(4), IDAHO CODE. THE PURCHASER OF EACH LOT SHALL REMAIN SUBJECT TO ALL ASSESSMENTS LEVIED BY NAMPA MERIDIAN IRRIGATION DISTRICT.ALL UNPAID IRRIGATION ENTITY ASSESSMENTS ARE A LIEN ON THE LAND. 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. 5. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE n RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN S67°47'13"W rr IRRIGATION/DRAINAGE ENTITY. 0 6.98' �� 6. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE N89018'45"W 175.00' ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, "NO AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR M UNPLATTED BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION I x FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT o 60 oo A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR v p NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 8. LOT 1,BLOCK 1;LOT 1,BLOCK 2;LOT 1,BLOCK 3;LOT 1,BLOCK 4; LOTS 1,6,AND 15,BLOCK I 5; LOTS 1, 5,AND 9, BLOCK 6; LOTS 1 AND 7,BLOCK 7; AND LOT 1, BLOCK 8 ARE COMMON �- LOTS TO BE OWNED AND MAINTAINED BY THE SPRINGDAY SUBDIVISION HOMEOWNERS 18' or ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR y PUBLIC UTILITIES,DRAINAGE,AND SPRINGDAY SUBDIVISION HOMEOWNERS ASSOCIATION a PRESSURE IRRIGATION. u 9. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE UNPLATTED I CITY OF MERIDIAN RECORDED AS INSTRUMENT NUMBER 2026-007563, RECORDS OF ADA 'n COUNTY,IDAHO. I W 10. A PORTION OF LOT 1,BLOCK 3; LOT 6,BLOCK 5;LOT 7,BLOCK 7;AND LOT 1,BLOCK 8 ARE _q p SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER 9 I C DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT MASTER PERPETUAL STORM d L o WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NUMBER N M 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS M W REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT").THE MASTER EASEMENT C I AND STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ADA COUNTY HIGHWAY N U DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE.THE MASTER EASEMENT IS FOR THE p N W OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. c .11 THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT _ N I o N M TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NUMBER o z a RECORDS OF ADA COUNTY,IDAHO. 12. THIS DEVELOPMENT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND H RESTRICTIONS TO BE RECORDED IN ADA COUNTY,IDAHO,AND AS MAY BE AMENDED. m _ N GRAPHIC SCALE Cl) 40 0 20 40 80 160 I Cl) O D N (IN FEET) a) 1 inch= 40 ft. S440 18'45"E •° I 28.28' : SOUTH 114 CORNER S89 18 2550' SEC 33, T4N, R1W, B.M. o 2.5"ALUMINUM CAP "PLS 14221" c CP&F 110117945 Scale: 1"=40' Drawn: CCF a US@ 4 33 0 o S1.50' Date: 04/29/2026 Job#: 26-5033 o 47.50' ENGINEERING AND SURVEYING, LLC L 2 ° 19 Sheet: 10 1001 NORTH ROSARIO STREET,SUITE 100 i MERIDIAN,IDAHO 83642 PH:(208)974-0075 4 OF 6 10 " www.focus-es.com 0"1 FINAL PLAT OF SPRINGDAY SUBDIVISION NO ,, 1 19/26 3271 T f �pP �FNT 0 N SM��� CERTIFICATE OF OWNERS KNOW ALL MEN/WOMEN BY THESE PRESENTS:THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED. COMMENCING FROM THE SOUTH QUARTER CORNER OF SECTION 33,TOWNSHIP 4 NORTH,RANGE 1 WEST,BOISE MERIDIAN,THENCE; N00029'02"E 325.00'FEET TO A 5/8" REBAR WITH CAP STAMPED "PLS 3271644", SAID POINT BEING THE POINT OF BEGINNING. THENCE CONTINUING N00029'02"E 696.24; THENCE S89018'45"E 242.22; THENCE N00041'15"E 3.00'; THENCE S89018'45"E 664.55'; THENCE S00041'15"W 16.00; THENCE S89018'45"E 115.03'; THENCE S00041'15"W 517.23'; ��T THENCE N89°18'45"W 115.03'; ACKNOWLEDGEMENT THENCE S00041'15"W 7.00'; STATE OF IDAHO } THENCE N89018'45"W 37.00'; SS. THENCE N44018'45"W 35.36'; COUNTY OF } THENCE N89018'45"W 390.15; THENCE S45041'15"W 35.36; ON THIS DAY OF IN THE YEAR OF 20 BEFORE ME, THE THENCE N89018'45"W 37.00; UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED WHO HAS BEEN KNOWN OR IDENTIFIED TO ME TO BE A MEMBER OF THENCEN44°18'45"W 35.36; , THE IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE THENCE N89018'45"W 52.3l'; INSTRUMENT OR THE PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID L.L.C. THENCE 38.22'ALONG A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 131.50'WITH A AND ACKNOWLEDGED TO ME THAT SUCH L.L.C.EXECUTED THE SAME. CENTRAL ANGLE OF 16039'16",AND A CHORD BEARING S82021'36"W A LENGTH OF 38.09; THENCE S00041'15"W 503.48; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND NOTARIAL SEAL THE FIRST THENCE N890 18'45"W 99.00; ABOVE WRITTEN. THENCE N00029'02"E 325.00; THENCE N89018'45"W 175.00'TO THE POINT OF BEGINNING. CONTAINS: 14.04 ACRES+/- NOTARY PUBLIC,STATE OF IDAHO RESIDING IN IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT.THE MY COMMISSION EXPIRES EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC.HOWEVER THE RIGHT TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT,AND NO PERMANENT STRUCTURES OTHER THAN FOR SUCH UTILITY PURPOSES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. ALL OF THE LOTS IN THE PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN WATER SYSTEM, AND THE EXISTING DISTRIBUTION SYSTEM HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THE SUBDIVISION. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT, IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. THE OWNERS HEREBY CERTIFY THAT SURFACE WATER FOR IRRIGATION IS REASONABLY AVAILABLE,PER SECTION 67-6537,IDAHO CODE. 3 a MEMBER,HSB I SPRINGDAY LLC d a c Q DATE c .Q Cl) M O N _N H / 3 / Cl) 0 O L9 04 N C N / 0 N 2: D N Scale: N/A Drawn: CCF Q i N US@ Date: Job#: ENGINEERING AND SURVEYING, LLC 04/29/2026 26-5033 0 10 1001 NORTH ROSARIO STREET,SUITE 100 Sheet: N MERIDIAN,IDAHO 83642 PH:(208)974-0075 cw www.focus-es.com 5 OF 6 �, - ABS Acrylonitrile-Butadiene-Styrene COORD Coordinate EXIST Existing STAN DARD RCP Reinforced Concrete Pipe STD Stand.ard I UNPLATTED ABAND Abandoned CTV Cable Television FG Finished Grade ABBRE VIATION S REF Reference SVC Supered Vertical Curb I ACP Asbestos Cement Pipe CY Cubic Yard FH Fire Hydrant ISPWC Idaho Standards For Public PC Point of Curvature RL Ridge Line SW Sidewalk -�-111-1-11,1111"-"",",�"",�,,�ll-�ll,�,,�"--,'"',�"', EIGHT MILE LAT&& '�'.11,�1-11111",-,",--"�"," SE 1/1 6 ""","",","-,",,�,�Ill""-"--,�""---",--"�-1111,�ll,�,-�,--",-",-,-,---,�,-��,-��"-"-,-"�",-�",---,.,-..�-""""�-,--",,-,-,-,--"�-,I -111,11-1-11-,-""",�,-,-",��ll,�1--l",----,�"."-""--"-��--l-l�,�-,,--"""�----,-,"", " AH Ahead DBL Double FL Flow Line Works Construction PCC Point of Compound Curvature RR Railroad SY Square Yard CS 1/16111,,1­1­­-_1...�.......­,", ",-,,-,,,,,,,,,�",.-","",",�,,--,�............-,,�,,,,,,,,,,,,-,-,,,,�,,,,�.--"",�"""-���', ­­­ ,, � --'-",,,-,�,���,�-",---"-",,,""-,,,����-I..........-,�,�,�-,�-�--l'-,-"-,�,---","�,,�,-�- '_'_,7'___ I-N------------- ALT Alternate DI Drop Inlet FTG Footing lVC Island Vertical Curb PE Polyethylene Rt Right TAN Tangent _1­111"",11 111 - - - . - - - - - __1111 I-i;;L;","--�.�--"--,-,-"---'-, 1._,____,___,_",',_ '_1 ___,___',__,_ - - - - -�"­­, -,,- -,-"-, - -- - __ _,_,_ - - - - - "."',,,, BC Beginning of Curve DIA Diameter FS Finished Surface L Length PIRR Pressurized Irrigation S Slope TC Top of Curb T- - - - - - - - , 11f,, X42 - I-1 -1 -1 - - - - X , KZ BK Back DIP Ductile Iron Pipe GALV Galvanized LIP Lip of Gutter PL Property line I- 1 -1 -1 I LI F_ _-� \\� ,It ' BM Bench mark DW Driveway GB Grade Break LF Linear Foot POC Point on Curve SD Storm Drain TOB Top of Bank I I I I I.- I I "11 BVC Beginning of Vertical Curve DWG Drawing GIRR Gravity Irrigation LP Low Point POT Point on Tangent SEC Section TOE Toe of Slope I I I I I I I I I I I I I i I / \ �'If BW Back of Walk E EASTING GM Gas Meter LT Left PP Power Pole SF Square Foot (feet) TOPO Topography I I "I, GR Grade � I I-_ ,� CB Catch Basin EA EACH MAINT Maintenance PSI Pounds per Square Inch TRANS Transition =4= =*__ 4�_H��_=_��i=____3L_=__=_±Z= --±== jj_�= [_ i� A/. - Z cf Cubic Foot EG Edge of Gravel HDPE High Density Polyethylene MH Manhole PT Point of Tangency SP Signal Pole TYP Typical -"-, 1:I Cl Centerline ELEV Elevation HORIZ Horizontal I ' MW Monitoring Well PVC Polyvinyl Chloride SPRK Sprinkler VB Valve Box �___ - - - � I I=_,�� =_=4_=_ 17�_�____7T_i___4:_:::=J��=I__:�� - _�� Co Clean-Out (Sewer) EM Electric Meter HP High Point N Northing PVMT Pavement SS Sanitary Sewer VC Vertical Curb � � , " , , CONC Concrete EP Edge of Pavement INV Invert NO. Number R Radius STS Storm Tank System VERT Vertical 1 - 11 I - J� 1 - -1 NOTES CONST Construct, Construction EASE Easement IRR Irrigation OHP Overhead Power R/W Right-of-Way STA Station WM Water Meter �� - I 1 1 1 1 1 1 1 1 1 'I I T I GENERAL CONSTRUCTION WATER SEWER mo- amoft Ui- 11 I I - - N I I 11 1, - IN.,- - il i" I 19T �C� I � � , i I 1 �e 3 BLOCK 5 I�11 IP � Ir 41 1 � '" � � ,__ 11 6===7 11 I 1� , I- I - - �; 1. All construction work shall be done in accordance with the current version of the Idaho Standards 1. Construction of the water system shall conform to the standards in the "Idaho 1. Construction of the sewer system shall conform to the standards in -0--- 0-1 1 2 3 4 5 6 7 8 9 10 11 12 13 1 4 1:5) � 0 = [ the Wastewater Rules (IDAPA 58.01.16) as well as the standards and i 2 ii 6 IV for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the Rules for Public Drinking Water Systems (IDAPA 58.01.08)- as well as the I - � I standards and specifications referred to in General Construction Note No.l. specifications referred to in General Construction Note No. 1. _��Ca= 111 ,20 I I ISPWC (and any addendums), Meridian Design Standards, the requirements of the Ada County 11;�_ ;;� A I - - 11 I I i , Highway District (ACHD) and/or the requirements of the Idaho Transportation Department (ITD). The 2. The horizontal separation of potable water mains and non-potable water mains 2. The horizontal separation of potable water mains and non-potable 5 � -�_c W.BERGAMO ST. 11, V f I - J � - I ------- . more stringent of any of these standards shall be the controlling standards or specifications. (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) water mains (sanitary sewer, storm drain, and irrigation) shall be a _:C ­­.- -I I----- --- . _J - ===��11 ,� 11� water a 1--------,-,� d;,-,�-�9 . - _4__,,e - JI IfF 1 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and feet. Where it is necessary for a potable water main and non-potableminimum of ten (10) feet. Where it is necessary for a potable water = 4 'I 1� IF I � 0 III v, - 11 � Drawings on site or readily accessible at all times during construction (available on the website). main to cross with less than eighteen (18) inches of vertical separation, the main and non-potable water main to cross with less than eighteen 3 11 8 10 Z -I ()_J_ I�, I I > .- - < - _J 11 Failure to have a current copy of the Standard Specifications on site could be grounds for a stop constructed in accordance with Section 542.07 of the Idaho (18) inches of vertical separation, the crossing shall be constructed in .< 1 19 18 17 16 15 14 13 12 __ I.. F= 3-00 (I� D , 10 7 11 � ", work order until the situation is resolved. Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of accordance with Section 542.07 of the Idaho Rules for Public Drinking M 2E . = I,I� = I I I I I I W � W - C.1 � C1 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public the Wastewater Rules (IDAPA 58.01.16). Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater -" <> __­ 2 t V) r__ 9 UJ 6 cc 12 2i � W 3. The horizontal separation of non-potable services and potable water services or Rules (IDAPA 58.01.16). . 5 1 �::J I -L I I 1 M I ''I'll", lk "I I-,- = Works Department on site at all times. M ul I - .. 11 , I- , � __ : ��!������� CZA .r , 1 . - -5=�dL J i� M 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre-construction conference potable water mains shall be a minimum of six (6) feet. Where it is necessary 3. The horizontal separation of non-potabie services and potable water STREET PLAN LEGEND :Z �d T 1��">���� - �_ I � _.. 1- - I ',,,-_-4 C) ����i_ I f 7FF,, CM - - ' =� = 0 W (or an on-site meeting with the City of Meridian Project Inspector) prior to start of work. for a potable water main and non-potable water main to cross with less than services or potable water mains shall be a minimum of six (6) feet. 0+00.00 Centerline Stationing BLOCK 3 8 FE 4 J 13 � W.ASPENSTONE ST. 11 L==:: I �2� (n - 0- t=---- - �, .�� ,I � �IQ Where it is necessary for a potable water main and non-potable water . Cn ca ,.� � ==� " i>u 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the eighteen (18) inches of vertical separation, the crossing shall be constructed in \ . -�4 1 ��`"RZ 6 CC -four (24) hour prior notice. accordance with Section 542.07 of the Idaho Rules for Public Drinking Water main to cross with less than eighteen (18) inches of vertical Concrete I 2E �r 1 ,--.,j W , work is required. No work may begin on any project without twenty rete 6" Reverse Pon _ 7 �1 3 14 : ,t, 0:: -__ , , �---------A f .... i1 I .4 6. Contractor shall notify the Public Works-Inspector forty-eight (48) hours pair to required testing. Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA separation, the crossing shall be constructed in accordance with Vertical Curb per AND 1 2 OD - - - �wZt� - I 11 I I U.J , I I L L=��Jll' I � Contractor may not open or close water valves. Section 542.07 of the Idaho Rules for Public Drinking Water Systems Supplement to ISPWC SD-701R 6 1 2 1 15 1 -Ne A] "1,1 11 I 't Z* = y I 3, I -0 t��__, C) � \, �_T I , 58.01.16). il -1 '11 I I, 7. All material furnished on, or for the project must meet the minimum requirements of the (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA - -�J -1" 1-_- JJ E 3 C!I 11 11- - - ) I I,__Z r7; '2=1N C-Li _��� . ;;;;;e � M: <C=:31 ,� 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the Concrete 6* Vertical Curb ::�- � 11 approving agencies. At the request of the approving agency or the Design Engineer, Contractors service line crosses a storm water treatment facility (i.e. seepage beds, 58.01.16). � and Gutter per AND ;�-_ - W.PINESTONE ST. ..-in 1,��8 C) L3,I C 5 2 . � - 1- J 4 "11' rk: _J CC 0 shall furnish proof that all materials installed on this project meet the specification requirements I - . � All "III 11 � I cc I 1 4. Place sewer service lines in a six (6) inch diameter water class pipe I r_Ll - - I� M c6ffi g drainage swales). Supplement to ISPWC SD-701 ____ L it �11 I M Cr I I , �� _r____ I =71 �-2� 1 T, H 0 UJ set forth in General Construction Note No. 1. sleeve wherever the service line crosses a stormwater treatment facilityConcrete Rolled Curb and a 8 1 5. The Contractor shall be responsible for providing continuous water service to all I M _11 I " 0 Z P M(n i� 3�C-,CD , 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling existing water users affected by construction. If water service must be (i.e., seepage beds, drainage swales). _tl cc I 0 0 . � �� 0;Z � ? ( Gutter per AND Supplement 1 1 1 1 A 11 I � LL V.0- = - 11 trenches for pipe; (8) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt 11 ) C) C, ­ - If >-- 0 0 2 :R Luu, interrupted, the Contractor shall coordinate with the Public Works Inspector. 5. When cover over a sewer pipe is less than three (3) feet from top of lzi � "�f 2 co ISPWC SD-702 BLOCK 1 -0 I I I, �� MONE" 7=paving. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all pipe to subgrade or top of pipe to natural ground, use "Class 200 BLK - I 11�"I .J 0 0 co \ il 11. IV - --t- 411, 1 - - "� Z W �. (\I W11 = -4, I I I 11, 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the I �i AWWA and standard requirements of the Idaho Rules for Public Drinking Water water pressure pipe", ASTM D 2241, SDR 21, including service lines S Sidewalk, per AND Supplement 2 t_ - - -- - - __ - - ===? - ""� ---, N 5-5 t t � I I 11 C:) 01-0 Public Works Department, and their decision shall be final. Such inspections shall not relieve the -_ ""' 11 - I �5,'�,' .Z, S stems (IDAPA 58.01.08). and fittings. to ISPWC SD-709 I I I - -A-- i y __ I H 0 > 0 C') U,J cc,::) I.- ��Contractor from the responsibility of performing the work in an acceptable manner in accordance 7. All water pipe and fittings shall comply with applicable portions of Division 400 6. The Contractor shall conduct an air pressure test and television - - 4=@W 1 0- 11 ,1 , I I ,III t M UJ U5 . . I i I W I >_ !I 1_ - 1�� %� UM with the DEQ/QLPE approved construction plans. of the Supplemental Specifications and Drawings to the ISPWC. Water mains inspection after all underground utilities have been installed. The I Storm Drain System with a r_­71 I I I 0i0 1 .,T mo 10. Any deviation from the approved plans and specifications must have the applicable agency approval Drop Inlet, Sand and Grease � J I I I 11_1 �'��,� mt ��._ 0 , shall be AWWA C-900, or C-909, Class 150 PVC. Contractor shall provide a videotape of the inspection prior to final 0-1 2-S D--"-� 114 0 0 0 in writing prior to construction. Z % - I - 1F:==__. . .­­­_2.-._�_ cr 0 0 C,6 ffi 8. Five (5) feet of cover shall be provided for all water mains located in a section acceptance of the sewer. I __J . � S I � Ir Z a t= I - -- .* _�_� �_ � W.ALDER ST. co J� a " 1?�g& I iff= ,I _J _z::;�= __�;- ",� 11. Prior to beginning installation of street lights, the Electrical Contractor shall obtain an electrical 7. All CCTV inspections shall be completed by a third-party testing firm. GUMMENEWOM am am � . UJ Cr__ � - ___ _ __� � � �i = 3: - - - - _F1___ LIJ I_J = line and mid section line road. Four (4) feet of cover shall be provided for all �z _ _ _ � _ � _ _ _ - ==:=7� I . Q. cc 0 0 - I - - �,� W permit from the Building Division of the Meridian Public Works Department. Any deviation in street 8. Approval and acceptance of all sewer construction will be by the 2i ��, � C)l other water mains. I ,,,,,,��,t,, a. CD �- LL.CD W_ light locations from the approved plans must be approved in writing from the City Engineer. Right-Of-Way Line I �, X I-:.," Z Z a- Public Works Department, and their decision shall be final. Such , E T 9. Locate subsurface storm water disposal facilities (including unlined ponds, 71 f Cc Z < , " I el , . UJ1__ 12. Take all lot dimensions, easements and certain off-site easements from the plat. inspections shall not relieve the Contractor from the responsibility of I I i"',i 2 I" � infiltration beds and drywells) at least 25 feet from main water lines. This - Centedine -_ / 0 0 0 U I 0 < 0 <-3 X 13. The Contractor shall maintain all existing drainage facilities within the construction area until the performing the work in an acceptable manner in accordance with the I �!, 0 I­ requirement does not apply to catch basins or sand and grease vaults. \ Ii I I I I I I,"I", 11�=M 02--g N , drainage and irrigation improvements are in place and functioning. approved construction plans and Standard Specifications and Drawings. Lot line r--" 11,111 0 W C3 � -U I , LL > 14. All Contractors working within the roject boundaries are responsible for compliance with all 10. The Contractor shall notify the Public Works Department two (2) working days \�/ - I L I- I •J _J 11 L I i I I --A III 1-1 I I i .�, 8 U-ii C a wi , , p before initial construction begins and shall also request inspection of water lines 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR -do- I _e - i'I"', U M >- = applicable safety laws of any jurisdictional bod . The Contractor shall be responsible for all Direction of Surface Flow I cc I= y 35, ASTM D-3034, unless otherwise specified. All sewer pipe shall I J4 _ _____ __11 � �111,,`, 00 and appurtenances twenty-four (24) hours in advance of backfilling. 8M --- ___ ____ ­_ -_ 1 -_ -_ ,, 0 M >_barricades, safety devices and control of traffic within and around the construction area. I 11 __ ____ ___�,_ i '_ -- ---- -,--=­_ ­__ - __ - ____ __ __ .... -, ­­I­_­_�_,__",_1111111 11 M L , -�__: =� comply with applicable portions of Division 500 of the Supplemental 1 33 �� �� - - _ =_,-.-; _ \,. �......�,�,,,,,,�,�,�,-�,,,,�,-�,"",--""-"-,"",-�lI _,_­___ Z"0Z __': __-_ 15. All Contractors working within the public road right-of-way are required to secure a right-of-way 11. Construct, pressure-test, flush and disinfect all water distribution systems in 0 -7 - -,�_ - _�_ - _____ - z---- - - - � -11__1­11_1_,__, Z - 3: I= , accordance cable portions of Section 401 of the Supplemental Specifications and Drawings to the ISPWC. T - 1/4 - - - - - - < :. construction permit from ACHD at least twenty-four (24) hours prior to any construction. SEWER MEND - - - -_ _ _ _ _ _ = W 10. Locate service lines to the points shown on the drawings or as SEWER Li H1. USTICI( ROAD - - 9302 W CD 16. The locations of existing underground utilities are shown in an approximate way only. The Specifications and Drawings to ISPWC. marked by the Engineer in the field. Mark and construct service lines I i 0 4 -_ - � - -- - �___ - - - - - �&, E 1/16 T LU Contractor shall determine the exact location of all existing utilities before commencing work, The 12. The Contractor shall be responsible for locating and marking all existing service in accordance with Section 504 per City of Meridian Supplemental I -S---Mb- Sewer Line & Station 1 4 '._ CD Contractor assumes all responsibility for any and all damages caused by his failure to exactly connections per Standard Drawing SW3. Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The 0 _S---"-- Sewer Manhole A locate and preserve any and all underground utilities. Contractor shall call Dig Line at 13. After installation of the water mains, the trenches shall be compacted to 95 service marker shall be in place for the final inspection. Service lines !10 14AL 1-800-342-1585 prior to any excavation. percent of maximum density to prevent further settlement. shall extend ten (10) feet beyond the right-of-way where there is S.C. Service Connection % N 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 14. The Contractor shall field-verify all valve box lid elevations to assure the lid attached sidewalk and ten (10) feet beyond the sidewalk where there . zb: feet from water mains. This requirement does not apply to catch basins or sand and grease elevations match final street grade, & that all meter lid elevations match an is detached sidewalk. Sewer service lines may be a maximum five (5) S.L. Service Length k At extension of the sidewalk grade as shown on Standard Drawing W5. Contractor SITE PLAN traps. shall inspect all valve risers for foreign debris and to ensure that the locking feet deep at the property line unless otherwise approved by City S.I. Service Invert at TBC 1" = 150' 20305 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). areconcrete from the collar pouring operation. Engineer. - --0- -8,5� - Exist. Sewer Line 4p 04/30/26 0 19. The Contractor shall keep on site at all times the approved construction plans on which is 15. Flanged or mechanical-joint valves shall be located in the street, and fire 11. The Public Works Department will inspect all public sewer construction & Manhole ^C recorded the actual locations of the constructed pipe line and any other utilities encountered. The hydrants are to be centered between back of sidewalk and the right-of-way as whether within public right-of-way or easement. The Contractor will Of Contractor shall provide these locations to the Design Engineer for use in the production of record shown on Standard Drawing W7. All gate valves shall be set as close (flange notify the Public Works Department forty-eight (48) hours prior to ". drawings. connected) as possible to main line fittings. start of construction, and again twenty-four (24) hours prior to WATER LEGEND 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, 16. Upon the completion of work, the Contractor shall submit a set of "Record collars. "I but not limited to storm drain construction, trench backfill procedures, road way construction and 12. Maintain groundwater levels one foot (1') or more below the pipe -8*W Construct Water Line __­;........."I"I"I",- 11111111_ Drawings" to the Engineer. _1111_1;1111,1�_­ " C­z,`111 1­11111 , "�,�Iz71,1 ,�,,,�,,,,, , 11 0, , /V , concrete work. Any work to be done outside of the 300' extended boundary of the project will invert, per ISPWC, during the pipe laying and pipe joining operations NW-88 NAD-83 (AM 0. HARN) 1`."""� "�� ` -,.,,�.......� 0 T- 11 'Y', , 11 require a separate permit through ACHD Construction Services Division. The Contractor will schedule 17. The Contractor may pressure test all water lines before disinfection and ewer taps. Clean and restore to their original state --*==./ Install Double Water Service VERTICAL DATUM HORIZONTAL DATUM 11 11��, i �] 0 ,* flushing, for His own benefit prior to installation of other utilities to ensure the C 1/4 1/4 T_ C) y '""on inspection, requested through ACHD Construction Services, 208-387-6284, a minimum of any ditches and storm drain facilities that are silted due to the 0 Install Single Water Service - - - - - - - -27 yjlk_Uintegrity of the installed line. After all utilities are installed and prior to paving, �twenty-four (24) hours prior to construction starting. -, W (* the Contractor shall perform a final pressure test and finder wire continuity test Contractor's dewatering efforts. Bedding and pipe zone material shall i Install Fire Hydrant ELVATION = 2538.28 N = 717,821.9 ""If L- N to 21. The Contractors shall remove all obstructions above and below ground required for the construction 7 :D It C" with Meridian Public Works Department personnel in attendance. The Contractor be three-quarter (3/4) inch rock chips unless otherwise approved. 5/8" PIN/PLASTIC CAP E = 2,435,940.0 !1111 "'1111111111i of the proposed improvements. This work includes clearing and grubbing, which includes clearing "I", 00 shall furnish all personnel and equipment necessary to conduct the test. Only 13. The Ada County Highway District will inspect the trench above the pipe 00 Install Conc. Thrust Block , n a I I . the ground surface of all trees, stumps, brush, undergrowth, hedges, heavy growth of trees RM A2 It 00 CN _.� and/or weeds, fences, structures, debris, rubbish, and other material not suitable for the water from the City of Meridians water system shall be used to conduct the zone in accordance with current ACHD standards. - - -8"W- - - Existing Water Line I 111 L %X pressure test. 14. Install sewer service lines prior to street improvements. N = 719,098.5 1""", ."ft W 0 foundation of pavements and other structures. All material not suitable for future use on-site shall 15, Construct sanitary sewer manholes in accordance with Section 502 per Water Service ALUMINUM CAP E = 2,437,144.6 � I X U� 18. The most current edition of the City of Meridian Specifications and Standards 1­_ _M be disposed of off site at an approved location. Book MUST be on City of Meridian Supplemental Specifications & Drawings to the ISPWC. 8M 12 U) < a e at all times. A stop order can be issued if the book is 1/16 1,111,11, 0 00- -----<>- ,"', 22. All costs of retesting for previously failed tests, if required, shall be back charged to the Existing Single Water Service 1-1111-1­1_11,1111--, , � "-"",�'ll""I'll""I"�"', , M 16. The Contractor shall test all sewer lines in accordance with Section HORIZON!& DAT " , - C) not on site. UM USED _,',__',.__,1 _ __ _ ", 0 " ll",P"""""""'-"-"--",�-',­1111" IV � � W 4 1 i responsible contractor by the owner. 19. Locate service lines to the points shown on the drawings or as marked by the 501 per City of Meridian Supplemental Specifications & Drawings to Existing Fire Hydrant 1,1_111"I", I 1% < :z 00 23. All costs incurred by the contractor for correcting deficient work shall be the responsibility of the --i),> US GOVERNMENT HORIZONTAL NAD83 _�1`111 1011" ; I IQ I "I'll, , Engineer in the field. Mark and construct service lines in accordance with the ISPWC. ,11-1. " lil ► U) - n � ADJUSTED TO THE ADA COUNTY "1111,1111" � 0 a (" contractor who performed the work. Failure to correct deficient work will be cause for issuance of I,­--,-1,11.11' ! I Section 504 per City of Meridian Supplemental Specifications & Drawings to the 17. All manholes shall be constructed to be watertight with the top of i \1111, X E, HAR.N. SURVEY � "I'll" U3 00 a stop work order and possible termination. ISPWC and Std. Dwg. SW3. The service marker shall be in place for the final cone located within one (1) foot of the finished grade. The sewer i 11, C), ; ," 24. When discrepancies occur between the plans and specifications, the contractor shall immediately � ,�,, 2� :a CA inspection. Service lines shall extend ten (10) feet beyond the right-of-way Contractor shall supply all lid assemblies and the required number of ­­1-­7=,'-M........L,:�,,,,��l,,,,�;,,�,11.1,1,,,�........-',:',"'z,,zn�:, �",��,,,,,,�,,,,,,-�,,,,,,,,-�.......­ - - i I ,"111" %_., -11, � "I'll 0 notifythe Engineer. Untimely notification shall nullify ant contractors claim for additional risers and grade rings. The sewer Contractor shall field-verify the ,,�',,,,,,,, � I "I'll'-, c where there is attached sidewalk and ten (10) feet beyond the sidewalk where y 1111,111 � " 0) j ,1111 N 0 compensation. elevation of the top of the manhole cone to assure that all ring ,,", , there is detached sidewalk. SHEET INDEX �<11'1, 1, 0 = " CL�...�, I W 1/16 1_11/1 1/4f 34 V_ elevations match final street grades. Manholes may have twelve (12) "I� ­_ I— - il__ - - M� W= - - L - -_ __�i/!6`__­1'11111111111171 1_777 R UA WAY inches maximum of grade rings. ,%,,,_ 4 BAf /1 "4",3 . 11 I,,", , = TITLE SHEET , 111_", , 18. Where concrete collars are used, the paving Contractor shall set the I " DRAINAGE 1. All Contractors working within the public road right-of-way are required to secure a right-of-way grade and pour the concrete collars per Section 502 per City of 2 OF 24 GRD-1 = GRADING PLAN � I" _ construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. Meridian Supplemental Specifications & Drawings to the ISPWC. The 1 ... , 11 1. For any drainage facilities within a public Right of Way, ACHD or ITD easement 3 OF 24 GRD-2 = GRADING PLAN 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above shall be responsible for inspection. For an private drainage facilities, the paving Contractor shall contact the City of Meridian Public Works I", �11 =: the pipe zone. y Department twenty-four (24) hours prior to pouring concrete collars. 4 OF 24 STP-LGT = STREET SIGN/STRP AND LIGHT PLAN � " to project engineer or architect shall be responsible for inspection and certification ,,, 111, Z: 6 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking of drainage facilities; however, any roof drainage and piping to the drainage 19. An eccentric cone shall be used on sanitary sewer manholes greater ,,, 0 0 - lot improvements outside the public right-of-way. facilities will be inspected by Meridian plumbing official under the appropriate than four (4) feet deep, with the vertical wall placed on the upstream 11� 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. 6 OF 24 ST-2 = STREET PLAN \1 (Z E �: permit. side and rotated forty-five (45) degrees. Manholes less than four (4) " W ;Z and the latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, ,,`�, V) :D feet deep shall have concentric cones. 7 OF 24 ST-3 = STREET PLAN ", 0 ,11 I standards, and the I.S.P.W.C. will be allowed unless specific written approval is granted prior to 4 ,.;$7 U ,�', construction of any improvements. 20. The Contractor may air-test all the sewer lines after backfilling and 8 OF 24 ST-4 = STREET PROFILES ""I'll",, ,.- 8 5. Set the tops of ail valve boxes and sewer manholes flush with the slope of the finished street PRESSURIZED IRRIGATION settling of the trenches for his own benefit prior to the installation of 9 OF 24 ST-5 = STREET PROFILES "111111,111,11"'11111 V-,",,, �t W < - the other utilities to ensure the integrity of the installed line. He shall 11 z 4 Li grades. , 1,1, �,,,z V) i,,, 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian 1. The pressurized irrigation system must be built to the standards of the irrigation furnish all equipment and personnel required to perform the test. The I 1,�',1' IV', 0 C5 W ?� UJI district in which it is being constructed. Contractor shall retest all sewer lines, in the presence of the STORM DRAIN PLAN & DATANow = 0 Public Works will inspect storm drainage improvements serving private roads, parking lots and 2. Install a reduced pressure backflow preventer in any connection between the inspector for the City of Meridian Public Works Department, after all11 OF 24 0 iiiiiiiiiiii I— M = other paving improvements outside the public right-of-way. potable water system and the pressure irrigation system. The device must be utilities have been installed and prior to installation of the street 12 OF 24 UTIL-1 = UTILITY PLAN VICINITY MAP U_ Cf) 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete 4 Z C) ag approved by the Idaho Department of Environmental Quality (DEQ) and the City surfacing. The Contractor shall schedule with City of Me(idian Public in = i 000" ,q- M curb and gutter, valley gutter or sidewalk improvements. = SEWER, WATER PLAN AND PROFILE '__1 W .J W of Meridian Water Department. Works Department a minimum of twenty-four (24) hours prior to the LOCATED IN THE SW 1/4 OF THE SE 1/4, SECTION 33, 1 M �_ 8. The street Contractor shall backfill all sidewalks at the completion of the paving. retest. N. AVELLINO WAY - STUB-OUT (W) T. 4N., R. 1 W. B.M. U 3r. :i 9. Actual field conditions during trenching may require additional pavement repair beyond the limits 21. Upon the completion of work, the Contractor shall submit a set of = SEWER, WATER PLAN AND PROFILE MERIDIAN CITY, ADA COUNTY, IDAHO (n Cd �_ shown on the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. "Record Drawings" to the Engineer. W. PINESTONE ST. - N. FORINO AVE. 44 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street Z 0 W M: and include any area damaged by equipment during trenching operations. 22. The Contractor shall be responsible for locating and marking all = SEWER, WATER PLAN AND PROFILE = v- existing service connections in accordance with Standard Drawing SW3. N. SPRINGTIME AVE. - N. CHRISTIAN AVE. - W. ASPENSTONE ST. 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, Contractor 23. The most current edition of the City of Meridian Specifications 9A 0 W Ld :- shall replace the entire roadway surface. Standards & Drawings to the ISPWC Book MUST be on site at all = SEWER, WATER PLAN AND PROFILE �; 1`__ 71 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the times. A stop order can be issued if the book is not on site. DEVU70PER Z 6 --d- N, CHRISTIAN AVE. - FUTURE W. ALDERSTONE ST. . 0 wheel path of a lane. Matchline shall only fall in the center or edge of a travel lane. TOLL SOUTHWEST LLC _J i,_: 4). Flowable fill or imported material may be required if the native trench material is deemed so N = SEWER, WATER PLAN AND PROFILE 3103 W. SHERYL DRIVE, ST. 100 unsuitable by ACHD Inspector, does not meet compaction standards or time is a critical *-�-:l N W. BERGAMO ST. factor. 10 a a 0 for!] MERIDIAN, IDAHO 83642 THE UNDERGROUND LITIES SHOWN HAVE BEEN LOCATED FROM FIELD a -re = SEWER, WATER PLAN AND PROFILE 6- - 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL a 10 N. MONTELLA AVE. - N. CHRISTIAN AVE. - N. CHRISTIAN AVE. MARTIN TAYLOR (208) 713-3847 construction beAS SH®WN gins. DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 0 * KYLE PREWETT (831) 801-9724 SCALE 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the I COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR it I a fa 1 19 OF 24 PIR-1 = PRESSURE IRRIGATION PLAN DWG.DATE 04/30/26 ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design. All variances from ACHD ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND 9 20 OF 24 PIR-2 = PRESSURE IRRIGATION PLAN ENGINEER PROJ. NO. 251114 Policy shall be approved in writing. The following variances, listed by date and short description, ANY UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL a a 21 OF 24 PIR-3 = PRESSURE IRRIGATION DETAILS & NOTES ENGINEERING SOLUTIONS, LLP were approved for the project: None. DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. ff]N!hy e .V.' - 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements - DETAIL, NOTES 1029 N. Rosario St., Ste. 100 SHEET 1 OF 24 including, but not limited to, storm drain construction, trench backfill procedures, roadway AND GRAVITY IRRIGATION BOX Meridian, Idaho 83642 construction and concrete work. Any work to be done outside of the 300' extended boundary MERIDIAN CITY PROJECT I I `t - D Joshua H. Mann, P.E. i 11 ' I I I 1 1 1 7�7F, -1',,,�"7,_ 1_-JA A I ON �,t,,� ,,,, il ,,, I I i I I I :i_ -.-...-I.[ _t---:::: ;L7----:' - N�l \ I I I L i r, 71 1 _ 1'1" I - vl� 1 117 � I JL � i J6 1 1 0- I �i�'l Ii I- �t LCS03-magnmon-P, t 0_mmmmm LL±J t- I 11 (7 1 - , 7!��� 11 I, I of the project will require a separate permit through ACHD Inspection Services Division. The RECORD ID. NO. Phone (208) 938-0980 Contractor will schedule an inspection, requested through ACHD Inspection Services, RAI Email: joshm@engsol.org T. 1 208-387-6284, a minimum of twenty-four (24) hours prior to construction starting. LD-RSUB-2025-000,3 /SHEETS/251114-TI.DWG - I SEE SHEET GRD-2 SEE SHEET GRD=2 1 �a ............................... 6 _ 2 BLOCK 3 15 (� �e _ :f r�(� ti co ® . . : ..'t I p: t T <C tip°` 4BLOCK 8 CP ��. s�" d b ° � h°` I _ °d. da 9 d d 'd. a d � _ BLOCK 1 �, �. _ d m 2 fn` 17 a a m ., a m:; -m ®�tE S�. W.PINESTONE ST. S �►, _+� 10+0o S g °° o W.PINESTONE ST. tih p\NE + r I + IM— — _ ++— _ _ 10+00 ,+ — I g — r 13+01 + BLOCK 8 iY •- r sr r m i � 0.53�a m:. ° e. v' ar w 0 10+43.50 aa. 2? ��`L0� h��� p`L�' D�'ti D I�� "�� ` �"r,O 0 `� `L co `L �. c �l. 12+57,50 Q� �yx / FE 2 la.I I1 II ( z z� I I I I I I ,�; I I 1 5 I15 .......� 1®' d I I > o � T�I I 1a � ... h �- .-. ..._.. -a � d ° ®--'•..... � BLOCK 2 ° .. :. : ...:::::.........................................:...:..............:... .....:-.4...... ..... 1 _.. A.m.... .:.:' ..-.:..... ..... ................................:.....a.. II ' I I ...... :.. ... ......... ..................... -• [a I I I i m I 1 2 3 4 5 . 6 °. :::::::::...::::::::::::::::' . 3 7 8 9 10 11 1I � I o r I f Y �.................:: ...._........................ III 121 i 2544..................... .m 4" ':4 :.::: ........... ....... k.al BLOCK 10 1 — m . = ::.;;;e. L 10 2+00 6 :. ....... 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III ti ti ti �, tih tih —4pPIR�h tih �-. tih�` 4"PIP�ho�`°i I'. ti >0. Q a a / G= tih 5 I.�I Ii I (a I I J �_,,✓ CU I 4,� ® f N N Wu, II . . ..6 PIR-•...- a° �' ........... 0 s`°PIR z a I i P.1 I i 12+0o I a I a I( I I X — _ — 0--- I( 1 2 3 4 5 6 7 i I I U ® W v 2°°SVC " 1 I I:dl 8 9 10 ~ s� 11 1 a I I I I law 1 8 12 ® � t� m N �. �. ! LLJI I BLOCK 9 ®W BLOCK 9 °�'' tih°` tih°`�• I`J I I I I =1 I I I "I �� �� ® C I I �II I I Q... III II I .� ti h ..._ .- ........... 543 — I I 1 ti ®4 0HOSE818 -.• I Id I II ® I .I �S 1.,. dm Q ti ° I .1 II I � I II II I° I �— � o I( I I ®cua 12 2.1s tia �,� 1 I.al I1 iI :..�.. E z < c'3 iE 12+51 + I! I.d 9 = 11 ui u� w � II `I N ® �� I I oW � t'- - UL 10 Cb 25�39 — 10 _ — 0 — 7 �.a �q ti _ ti tih �� T d� -d a-i••. - •—. ... -• a .d° -- .�-a 4 0 n ® �- ... .•• - s \ \\ .�_ _� �._ �_'—._ _�_._..�- � 4..— —_ �_. �-' --�. _� - _� °' a d.�_.b —.—: _� �_� m®°" A� � d 'md_ a __ ..� m _m m i s . I _ Lu jL — _ _ - - - - _ — ¢� cr- N CD J \t rn — o o o E E m ui + I + ®�_, I _ 1 00 + ++ .'a� W.ALDERSTONE ST. �' — _ — — + F —�{ — ,L _ 4- C14 25 �' T•._ W.ALDERSTONE ST. c ! ,- W.ALDERSTONE ST m A PART f o'�' t,, ®........_. �: — _ EG — EG EG--- V— EGNAL(NOT ) d o _ - - - — _ — ti CD - - -- - — _ — _ _ — _ _ _ U N P LATTER T2 a 8 2 — gab _ °- e _ a a a b V O .. .. -m�- �_ -d �- b' ��° �� �- �- ffi ��r.- r� Q P� �• ° d d Q d a_ d �,°� hog �`�' ® — 7 ti — Zo3o5 a �' tih ��°`. ��°�• ��o� �y� oOp�• I j 04/30/26�0 ° a a o 1 vA — s�� 1a: 1 a � � 14, � I i a I ® . 0 . 1 \ 10 11 12 14 13 15 16 I .ml 17 18 19 20 21 22 w c BLOCK 2 la.I 23 TI 24 f BLOCK 2oj dm - d . 17 I I I- �I .00 N m 11I00 -6'°PIR (. I ® v 6 PIR -6°PIR 6"PIR -6'PIR I' I -- -- w x o tih� tiho� �p� �pTk ��o°• � �o p, �0,4=^ � �� % �® lb co o, �-- _ f c ti ti � col pco° Q o ® 00 � � I A 17 a a fix/ � - $ :. o. .�.-.. a•. .d .�wn.....a 'a�-�a-°b n' �\ - � ....—:—:-dA._:.Fro a. _ Eb X I - --. J• V �• CL A euj 6k• A V A V q �f v .�� I' ,... w.-.^.-4,.-:.•. 4 '� .. .. e. a-.• a .,d � - m e a - 0..'. A- a� d- 6 B � e® � �� '�-P� --.�:"u i�I e `°m a .._— ^^� ... ......: ® .... � .�._ _.,,,_ .• _ ° _ - a. -a d�m a � - �d - d A m _ _ - m m . RR ___�__...._ �.__. _. _.__ -.�..�.. W.W ._ � �...� _�..-. �..�.. � � _- • a. N .. ... a. ... ..�w9 .re2 .. .?rY's..1 __...._... .-.�...,.�.®.®.�,-......,...,.�_. Job al..'4' ......-... .................. _ /� .G :t -• --- _-.,-_ -.._._...."���� ,.,'�e �v..._. .maw,�'.s:» - ,.�f;:r: ............ ...a;?t pR...�� ®..�. ,._, ,.-_.._.._ 1..` l..,F3tWk ...: -.,�-. 1:,C.•Il"d-®--,........W.,.... ». .n .......... ....--... - tt�,.u--».o- �.",. �p ................. .......... �.d.}v`.-.._............. ..- :. .,�.....,�.._: °� q MRf ...._.....-.-..... ........ .... ... ,..�^•.'.". ,, _...�_ .'.:.I�,.-.�...-..wit:,.�..'�.®.m. i r �t EP- ........... p' ti`.ave W.USTICK ROAD W.USTICK ROAD CL � � ,zw................. ,zav- Ep ss ss ss ss ss s ss 10+0o ss ss ss ss ss - -ss N ss ss - W USTICK ROAD o ao M � • ® ® o U �w � z NOTES: HORIZONTAL Q� T' 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND 40 20 0 40 80 120 A 0 U C. REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK INCLUDES � � CLEARING AND GRUBBING,WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, ,,_ a STUMPS,BRUSH,UNDERGROWTH,HEDGES,HEAVY GROWTH OF GRASS AND/OR WEEDS, SCALE IN FEET Z ® ® Z FENCES,STRUCTURES,DEBRIS, AND OTHER MATERIAL NOT SUITABLE FOR THE w RUBBISH, r � FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES.ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. � w 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE.DO NOT MIX TOPSOIL WITH SUBGRADE SOILS.TOPSOIL SHALL BE REUSED AND z COMPACTED TO ORIGINAL CONDITIONS. w - 3. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP U EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE GEOTECHNICAL REPORT `�1 PREPARED BY ALLWEST,DATED SEPTEMBER 2,2020. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. SCALE 1" = 40' 4. ALL CONSTRUCTION SHALL ADHERE TO THE GEOTECHNICAL REPORT BY ALLWEST,DATED SEPTEMBER 2020. DWG.DATE 04/30/26 5. CONTRACTOR SHALL ADHERE TO THE 2023 NAMPA ENGINEERING DEVELOPMENT&POLICY PROJ. NO. 251114 MANUAL SECTION 101.20.02 AND 101.20.03 AND APPENDIX F FOR SITE GRADING AND RESIDENTIAL LOT GRADING. SHEET 2 OF 24 /SHEETS/251114-GRD.DWG .............. I"®t !I IIw I I `s�,� I r "1 II II i I �, 6 , I I 1 I I !a I 1 z+oo I.. III I I fl If ��� 11 9 �. III I I i f l I I L° I I ►It ! BLOCK 7 ( � 11 III I II i h°��t I IIrI II I11 I I ti — 29 28 2ti� 27 26 5IId : 24 23 22 21 20 19 18 17 21+00 I II II B 5 Ills I i 4= 5 I`al I II�. I�.. BLOC K' BLOCK 5 I- E I II + III I I ....................... .................... - BLOCK 5 � ..`I 111 !f �.°I � I �, i� � cO 4"PIR ��°` ha h�� @, h��' �,�. ti �. 4 PIR �, h �, �, ��L:1 X _ 4"PIR_.. - _ -- .... `� 4 PIR ti `� `� " `� ti°` ti°—4 PIR tih°� tiho _ tih�4"PiR 8 12 -- — ..- -- _ _ _ _ 20+70.39=__ - O = h h 11+30.50 4616 - dh +97.73 1 BLOCK 5 �� o BLOCK 5 4"PiR ._1 3 � % .._ ._ BLOCK 4 1 t d.Lij 1 2 3 4 5 6 7 8 9 10 i1 t� ° 0 12 13 14 15 a ® d 7 ::®0 1_3 a. cc j 20+00 cc 2 .2541 z o a ILI d:a �`;J -2.0% I -2.0 o�O Oc h �T CC3 Ch0 �'�* � . 1 a d . ti ti tih h�` s c �., 17+00 ++ 0.64� E� —► --- BLOCK 7 ® `� ® �' E i 13+63.2 -- �� ap+ — _ _ a t — t� _g W.BERGAMO ST. N $ ®... 5 15 19+40.39 -+e �- +10+00 N -+;- _+ — :g� — , N r W.BERGAMO ST. + CID r — + — — + — 1s+64.23 ' co / w as i °• o do • a< n a d d , °. a +— p d v✓ - ' g d 4' d .a,J d i O o t 1 TT, GC v�u� F= F r.R d �h,, h h ODD �1k p4• po Op -m 19+QO aL h h �' m CD >m LL con W 841 0 Lz o h� 4 16 ._,.� C� I '� 11 a a �, C) N �S m _. 8 cc 10 .� 13 00 Lod h ,� 16+00 > c w� a c� O h ® Q ■ ■ ti �� BLOCK 6 ��o`� ? 3 W J LLJ � 1 19 .....•��--18 17 16 _ - 15 14 13 �o a I 254� 12 7 11 17 �... d 10 a % BLOCK 7 �``� cr i a .......... : a BLO 3 _ — — s . CK e tih�� i h°�� Z Q W d ........... ......... 00 az LL 6"PIR-,�� 1 ��--4"PIR �, 4"P — o �'��° �O I I z J 16+00 �ho� �,I �� h�� �. IR ��. co cLh ti s�� `�• <Lh 2 a m° Lu — /++ o as 2 14 s tica CD a. o19% a o—. ui 19 — II _—. — . a ° 5 9 — 4"PIR 6"PIR a T= I a a _.— — _ I -- — 6"PIR ` ° d �i - �1AL c�0 17+39.61 4— hp`L� ��, 2S� �s, _ ,. __ — = •: — — <C� NC,ENSF h��• 14+59.23 �. u; W.ASPENSTO E ST. a �i W.ASPE . > — � tL 4 13 o r + r� e" ° � °- 20305 h��® " hoc �•" �� .... W N a �. 6 IR h. �h o PIR �`� 6"PII'�1h `�' h �'' �' �'� �► 04/30/26 10 r ®� . cn .......... -�� : `o BLOCK 3 �r z BLOCK 6 �h��. I 1 cc 19 2 .d �. 3 : 4 5 7 3 o 14 `� E d ° 11 00 h 1 6"PIR ��—I-- 6"PIR—� Q e a ti tih � O d .............. 6 PiR h �o`L' �`t'`': I Z c q '0D� 2 18 a d ° c 00 IN ® a BLOCK 3 2 15 4 W _ � -2.0% -2.0Rb h ® k aaad: �,�� ��� �.�' ��ti cLh �h ' ���� sf, BLOCK 8 (n 0® tih h h�` hD• ® O 4 e� a tA.V ° v a .d 6 .. a a 'ZI - � dI to - 0 4� A - tih s' : Lac BLOCK1 P 3 17 z W.PINESTONE ST. o _ ��� ti �h w af ao — cq N, c 10+00 gym— — — ++___ — 10+00 c-� — g N W.PINESTONE ST. ®' _ g:�T E7 .F + f +-f �y d - r r 13+01 + BLOCK 0 e >� � N 0.53� ® .� _ - X �� ..� ..� , * .■■ a r d a. d e o- a K �a _ �, O ® ' . a. j� 10+43.50 ? h�` 0`L bti Oc'' �O. 0' �h� .-4�`' .4�' •� �, SEE SHEET GRD-1 SEE SHEET GRD-1 _ Q . ® ® C U � � o NOTES: HORIZONTAL �! w Q 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND 40 20 0 40 80 120 A u j CL REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS WORK INCLUDES ® _ 0 CLEARING AND GRUBBING,WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, u- Q C'3 STUMPS,BRUSH,UNDERGROWTH,HEDGES,HEAVY GROWTH OF GRASS AND/OR WEEDS, SCALE IN FEET o ® L FENCES,STRUCTURES,DEBRIS,RUBBISH,AND OTHER MATERIAL NOT SUITABLE FOR THE w .. FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES.ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. w m (� 2. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR A REUSE.00 NOT MIX TOPSOIL WITH SUBGRADE SOILS.TOPSOIL SHALL BE REUSED AND V1 COMPACTED TO ORIGINAL CONDITIONS. 3. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP v EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE GEOTECHNICAL REPORT Vl PREPARED BY ALLWEST,DATED SEPTEMBER 2,2020. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. SCALE 1» = 40' 4. ALL CONSTRUCTION SHALL ADHERE TO THE GEOTECHNICAL REPORT BY ALLWEST,DATED SEPTEMBER 2020. DWG.DATE 04/30/26 5. CONTRACTOR SHALL ADHERE TO THE 2023 NAMPA ENGINEERING DEVELOPMENT&POLICY PROD. NO. 251114 MANUAL SECTION 101.20.02 AND 101.20.03 AND APPENDIX F FOR SITE GRADING AND RESIDENTIAL LOT GRADING. SHEET 3 OF 24 /SHEETS/251114-GRD.DWG APPROVED LED FIXTURE LIST FOR STREET LIGHTING JV. NOMINAL STANDARD APPROXIMATE PEDESTRIAN MANUFACTURER MODEL NUMBER WATTS MOUNTING MAST ARM STREET WIDTH LEVEL HEIGHT LENGTH B1 AMERICAN ELECTRIC ATBM E MVOLT R3 BK P7 115 B2 fl I B2 LOW EATON/STREETWORKS USSL-A02-D-U-T3-MA-BK-1 OMSP4N7-TH 87 82 B2 1 181 11 PHILLIPS RFM-1 08W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 106 m0b AMIN a 'J B1 *am lium 0=10 man GOOD allm am 410m B2 B2 liam a ams moll samalaw mft 0100 010MIN aN map am, aa am w 1 001(7 LANE ARTERIAL) 35, 15 4- TA AMERICAN ELECTRIC ATBM H MVOLT R3 BK P7 164 BLOCK 5 MEDIUM EATON/STREETWORKS USSL-G-A02-D-U-T3-MA-BK-1 OMSP4N7-TH 143 1- 1 3 BLOCK 5 mas mom I' _j PHILLIPS RFM-1 60W48LED4K-T-R2M UNIV-DMG-RCD7-PH9-BK 161 5 5 w 2 3 4 5 5 7 8 10 11 12 13 14 15 7 BLOCK 4 9 7 AMERICAN ELECTRIC ATBM D MVOLT R3 BK P7 95 S4 LOW EATON/STREETWORKS USSL-A02-D-U-T2-MA-BK4N7-TH 87 as as as 16 16 PHILLIPS RFM-1 08W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 106 71'(5 LANE ARTERIAL) 36 12' 2 1 AMERICAN ELECTRIC ATBM F MVOLT R3 BK P7 133 TA $7 6 MEDIUM EATON/STREETWORKS USSL-G-A02-E-D-U-T2-MA-BK-4N7-TH 143 PHILLIPS RFM-160W48LED4K-T-R2M-UNIV-DMG-RCD7-PH9-BK 161 U 7v. . . 00c M AMERICAN ELECTRIC ATBM D MVOLT R3 BK P7 95 c#00000c �; - - 11, LOW EATON/STREETWORKS USSL-A02-D-U-T3-MA-BZ4N7 87 PHILLIPS RFM-72W 32LED 4K-T-R3M 73 5Y(LARGE COLLECTOR B1 U13 19 30' 81 OR 3 LANE ARTERIAL) W.BERGAMO ST. 5 AMERICAN ELECTRIC ATBM E MVOLT R3 BK P7 115 W.BERGAMO ST. MEDIUM EATON/STREETWORKS USSL-A02-G-D-U-T3-BK4N7 143 #00000c $7 PHILLIPS RFM-1 08W48LED4K-T-R3M 106 V) -AO1-D-U-T3-SA-BZ4N7* 57 ------------ EATON/STREETWORKS USSL si #00000c LOW LEOTEK GCA-20H-MV-NW-2R-DB-700-PCR7* RFS-54W 16LED 46 cn # 0000c 9 4 OR LESS(LOCAL) PHILLIPS 4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 54 25 or 30, NA at 25' MH TA (25 AND 301 MH) 8'at 30'MH 4 EATON/STREETWORKS USSL-A02-D-U-T3-SA-BZ4N7* 87 MEDIUM S9 S6 8 10 PHILLIPS RFS-1 08W32LED4k-T-R3M-UNIV-DMG-RCD7-PH8XL-BR* 108 j cg L DOWNTOWN HISTORIC z S4 MEDIUM HOLOPHANE ARUE 70-4K-AS-G3-B-S-D 70 12, NA POLES CD car 7 15 uj NOTE: 0 M cr_ BLOCK 6 1 19 18 17 16 15 14 13 12 3 10 WITH USSL FIXTURES USE PREFIXES MA AND BK INSTEAD OF SA AND MA FOR BLACK TYPE 1 POLES CD 7 g 10 = BLOCK 7 >. LL w FE LOCK 3 to U3 TA B WITH RFS FIXTURES USE BK INSTEAD OF BR WHEN USING BLACK TYPE 1 POLES 0 WITH LEOTEK FIXTURES USE BK INSTEAD OF D13 WHEN USING BLACK TYPE 1 POLES c (0 c\j LEE CV23 OR CC C-3 z 02 Lau M cz 2 0 L C�_ j 9 di > ce) 6 12 CUD V C#2nojc cr STREET SIGN KEYNOTE LIST SIGN INSTALLATION IN ACHD RIGHT-OFMAY NOTES 5.- ui CD 7 ITEM DESCRIPTION 1 ALL INSTALLED SIGNS SHALL MEET ALL REQUIREMENTS PER THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE LATEST ADA COUNTY HIGHWAY uj INSTALL"STOP SIGN"Rl-1 (30"X30")WITH 14-2A PLAQUES ON TOP cn #0000-- oc uj DISTRICT ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,ELECTRICAL,TRAFFIC SIGN z W.ASPENSTONE ST. �7 & AND"STREET NAME"SIGN,COORDINATE LOCATION WITH ACHD. < L 8 4 13 INSTALLATION AND PAVEMENT MARKINGS SUPPLEMENTAL PROVISIONS TO THE 0 0 11 Lu #00000c CD U. ui LATEST IDAHO STANDARDS FOR IDAHO STANDARDS FOR PUBLIC WORKS 0 (.) UJ INSTALL"STOP SIGN"R1-1 (30')(30")WITH"NO OUTLET"W1 4-2a CONSTRUCTION MANUAL(I.S.P.W.C.) cc (36--*-) (R/L)WITH ARROWS POINTING INTO SPRINGDAY Lcum 0- w CD SUBDIVISION NO.1.PLAQUES ON TOP AND STREET NAME SIGNS, M Lu BLOCK 3 BLOCK 6 2. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A gma COORDINATE LOCATION WITH ACHD. <cr 2 3 4 5 7 NO-CHARGE RIGHT-OF-WAY PERMIT. 3 14 cz INSTALL"KEEP RIGHT OF ISLAND"SIGN.114-711,NTH OM1-1 (1891 ui YELLOW DIAMOND),AT BOTH ENDS OF ISLAND,PER ACHD 3. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. `� P.� a O T -1118.01. (4-BEHIND BACK OF CURB),COORDINATE LOCATIONS S 2 WITH ACHD STAFF. 4. INSTALL ANY/ALL SIGNS PER ACHD STAFF,EVEN IF NOT SHOWN. ys�QP1AL 6 BLOCK 3 2 15 INSTALL 1125 MPH SPEED LIMIT"SIGN R2-1 (2413011),PER LATEST N. CS7 < E S03 EDITION OF ACHD TRAFFIC STD. TS-1 114. COORDINATE LOCATION BLOCK 8 WITH ACHD STAFF. STREET LIGHT NOTES 20305 BLOCK 1 cp 04/30/26 E 3 INSTALL"NO PARKING ANYTIME"S4 ,DOUBLE ARROW SIGN 117-1 D 1. CITY OF MERIDIAN TYPE 11 STREET LIGHT: (1 2--xl 8"),TURNED 45-TO ROADWAY. DEVELOPER WILL INSTALL PHILLIPS MODEL NO.4K-T-R3M-UNIV-DMG-RCD7-PH8XL-BR , OF S9 A.16 16 gtsl W.PiNESTONE ST. 54 WATTS,AND A MOUNTING HEIGHT OF 25. W.PINESTONE ST. INSTALL"RIGHT LANE MUST TURN RIGHT"SIGN R3-71R(30-xW), si $7 PER LATEST EDITION OF ACHD TRAFFIC STD.TS-1 112. 2. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE mb aim, wiaw m1w "Now um, allow mw 4 CURRENT VERSION OF THE ISPWC,THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO Q7 77 THE 1SPWG,AND THE NATIONAL ELECTRIC CODE, 0 #00000c INSTALL"TURNING VEHICLES YIELD TO BIKES AND PEDESTRANS" 0 amb SIGN R1 0-1 5(R) (301)(30"),PER MUP-06.COORDINATE LOCATION 0 C) 0 #00000C 3. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. WITH ACHD. w 00 18 < .111 USE THE ONLINE CITIZEN PORTAL AT hftps,//cifizenportal.meddiancfty.org/CifizenAccess/ i= C-4 82 TO OPEN A PERMIT AND REQUEST INSPECTIONS. 01 ..1 1 :< B2 81 INSTALL NSTREET NAME"SIGN,COORDINATE LOCATION WITH ACHD. (n cD, 25�. : I I V) 00 (6 8E< I @ 1� C) U- 00 C14 C) o S6 BLOCK 2 2i III 6 OINSTALL OBJECT MARKER SIGN OM34(12136-) 4. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, w x cg* 1 BEDDING,BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. w 0 u� #00000c 16 INSTALL"BIKES LEFT/PEDESTRIANS RIGHT"SIGN R9-7(12-'xl&-), (n < C) PER MUP-06.COORDINATE LOCATION NTH ACHD. goo 5. STREET LIGHT BASES SHALL BE LOCATED 10,MIN.FROM TREES,51 MIN.FROM FIRE 0 HYDRANTS AND 21 MIN.FROM WATER METERS. 0 6 ;i c1l,I I, TA < rc 0 0 A� TA 6. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS.ATTACH A - k:f I I I I f� ++ I I I I.:� REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING w uj CO CN SITE KEYNOTE LIST ELECTRICAL PERMIT,OR SUBMIT A HARD COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 0) BLOCK1 15 HORIZONTAL ITEM DESCRIPTION v S5 N 0 50 25 o 50 100 150 INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC 7. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR I @ QUESTIONS REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER SDA 132B AND INSTALL A SIGN STATING THAT THIS ROAD WILL BE EXTENDED IN THE FUTURE".COORDINATE SIG AGE WITH PEDESTALS. maw ema m0b mail 4 mals mm SCALE IN FEET ACHD STAFF. z 8. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. OINSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1 132A,PER MUTCD 9. VERIFY LIGHT POLE LOCATIONS NTH THE OWNER AND MERIDIAN CITY PRIOR TO 1P �la PROVISIONS SECTION 60.02.THE BARRICADE SHALL INCLUDE A INSTALLATION. 2s 101. 0 KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE 16 16 DETECTION. 10. THERE IS A 101 STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS Ld Z SUBDIVISION. 0 STREET STRIPE KEYNOTE LIST 11. ALL STREETLIGHTS AND STREETLIGHT AMENITIES(CONDUIT,METERS,JUNCTION STRIPING NOTES w cc a 1. STRIPING SHALL COMPLY WITH THE LATEST EDITIONS OF SECTION 1104 OF THE ITEM DESCRIPTION LANDSCAPING NOTE BOXES,ETC.)SHALL BE LOCATED WITHIN THE RIGHT OF WAY/STREETLIGHT EASEMENT. Z (#00000c CENTER LINE,NO PASSING ZONE,TWO DIRECTIONS,(41,DOUBLE 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BEO Z3 I.S.P.W.C.AND THE ACHD SUPPLEMENTAL PROVISIONS. O YELLOW),PER LATEST EDITION OF ACHD TRAFFIC STD.TS-1 112. COMPLETED AFTER CONSTRUCTION ON THE LOTS. U- z 0. 0 < (NOT A PART) 2. FOR STRIPING AND PAVEMENT SYMBOLS SEE LATEST EDITION OF ACHD TRAFFIC STD. TREES MAY BE MOVED TO ACCOMMODATE n JSTREET LIGHT LEGEND DETAILS TS-1 112,TS-1 113 AND TS-1 114. MANDATORY LAND DROP(-ELEPHANT TRACKING"),(60 WHITE), DRIVEWAYS,UTILITIES AND LIGHT POLE LOCATIONS. UNPLATTED PER LATEST EDITION OF ACHD TRAFFIC STD.TS-1 112. M C0 S3 3. REMOVE ALL EXISTING STRIPING THAT CONFLICTS WITH NEW STRIPING,EVEN IF NOT PROPOSED TYPE 11 STREET LIGHT z 15 CHANNELIZING LINE/BIKE LANE LINE(VI WHITE),PER LATEST a �,, m SHOWN ON PLANS. g O EDITION OF ACHD TRAFFIC STD.TS-1 112. $2 r VF569 MERIDIAN CITY LIGHT POLE NO. co 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR LEFT EDGELINE FOR DMDED ROADWAY OR MULTIUSE VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. PATHWAY(MUP)CENTERLINE, (4-YELLOW),PER LATEST w a -:z Lu C) EDITION OF ACHD TRAFFIC STD.TS-1 112. ui CROSSWALK, (21 WHITE),PER PER LATEST EDITION OF ACHD Ip \ TRAFFIC STD.TS-1 112. CD STOP BAR(24-1 WHITE).PER LATEST EDITION OF ACHD TRAFFIC S2 S4 STD.TS-1 112. SCALE 1 50' 16 A 19 16 LEFT/RIGHT TURN ARROW(WHITE), PER PER LATEST EDITION DWG.DATE 04/30/26 S7 $la cm OF ACHD TRAFFIC STD.TS-1 112 AND TW-1 113.COORDINATE LOCATION WITH ACHD. PROJ. NO. 251114 C#00000(.0 DI SHEET 4 OF 24 Ilk W.USTICK ROAD W.USTIck STP� LGT /SHEETS/251114-STP-LGT.DWG SEE SHEET ST-Z SEE SHEET ST-2 __ __ ...-• , . ,� T� ® o `.. .-- , �,�-e.�. v tUwv.0I -- c0 .ss 2540.15 2539.97 +44.s1 K; FL=40.6t-i '? V� 2540.64 �11+46.76 L2539.69 14+18. +I L14+67.78 �= _ 16+31.31 PC FL=39. 10+54.17 2540.45 �`-- 18+11.31 PC FL=42.02540.78 IMP 13+93.31 LP r 2539.99 GB FL=40.5 -2 -2.0 2540.97 GB 17+25.31 2540.43 VCFL=2540.18 2542.37 FL=42. FL=39. 18+93.70 PC LP FL=2540.51 2539.79 FL=2539.41 = FL=2540.70 2542.03 GB -� I � 2539.99 VC FL=2539.95 �_`a• 11 FL=2542.10 37.0°R®1 13+19.73 PC 13+19.73 PC a 16+20.73 PC 18+93.92 PC LP �° FL=2539.51 �14+43.09 2540.91 13 00 2540.91 10 2540.21 VC f 2539.88 GB 16+00 FL=2539.73 ° 10.0' c® `1�� P� FL=2540.64 FL=2540.64 P� 2542.35 RA FL=2542.08 33.0' V L a m 1 16+50 ° ° C6 12+79.23 C2 CC 2540.47 VC P( 2541.15 _ 15+80.23 12+79.23 BLOCK 6l 2542.51 I Lij 18 17 16 15 14 13 12 10 5 0' 2541.15 ' 5,0 . 1 o.a .... .. BLOCK 3 c5 c5 C5 J ...... 33.0 15+35.23 Ivaco a a �r �i P� �i Pi 5.0 2542.69 Z17+76.39 PC 6edPIR 4"PIR °� Pi 12+34.23 ,a 37.0'ROW 12+34.23 15+05 18 18+00 2540.71 VC 4 PIRM 2541.41 2541.41 Pe 5432540.77 FL=2540.23 cc v 9 11+8923 2542.81 HORIZONTAL " .. 17+60.83 PC_ - ° 2541.68 e e 11+89.23 6 12 14+90.23 2541.68 cc 2542.95 ' •-.. �,�� I 2540.92 VC 7- -- -I-� m 12 oQ EL 40 20 0 40 80 120 `l, I m' FL=2540.32 fL=2540 44 1 11+87.01 11+87.01 er 14+85.62 L=40. `• � ��� FL=2541.42 L1 2541.69 17+60.71 2542.98 GB ° FL=2541.42 c 1 -F.Qf? L= 67 c VG °`9 2541.03 vc -. ° 0 42. - SCALE IN FEET ® . . F L=40.47 II . _ a n y n I a m' .°. °.a °•a. .a MS 4 PIR 6 PIR fieePlR L1 L=42.; 17+50 FL=2540.49 0.40% L=40.56 17+35.71 I °' ° _- ___ -- -- 11 MS L=42.: 2541.07 VC 17+39.61 -.� 2541 09 VC ° " ° 11+74 14+75.09 14 ® ; . 17+36.24 PC ( +59.23 FL=40.52 I(( "'� MS 11+74 2541.76 2543.02 2541.03 VC (i 2541.76 L1 _ .. e. cc 14+66.23 � 2541.13 VC a 17+39.61 PT G9 ° a FLU_2540.55 - °. .j P( 4 13 2543.07 *- FIL- °: a 6"PIR 6"PIRui 14+59.23 _ 4 a ®' 6"PIR•o C5 P( 17+19.49 PC �' 2543.13 GB 2541.15vc ° P� I ,4+56.73 FL=_42.93� STREET KEYNOTE ITEMLIST °C 17+04 0` FL=2540.67, cc AT 2543.13 FL=2542.86 9 FL=43.00 -,o� 17+00 �° BLOCK 3 11+2s 11+29 BLOCK 6 Pv p' L=43.03 ITEM DESCRIPTION 17+00 2541.33 VC 2542.03 2542.03 �,LL, 2541.45 00 2 4 14+3Q AS 14°(ACHD) DE ASPHALT ACCESS ROAD. Q� 16+50 ���. 5 7 10+84 10+84 3 '4 2543.29 5.0° 2542.29 2542.29 J C6 2541.80 VC ° 11 QO 14+00 y E ARCHITECTS PLANS FOR AMENITIES� 13+85 AT SE W - Lu ®, 5.0' a: 2543.53 _,=- SUPPLEMENT TO ISPWC SD-1 132B AND INSTALL A SIGN STATING ° ........... 1® :..:... '�®°.......:................ 61 STALL TYPE BARRICADE PER ACHD S n o 8 ,•-. I 0 I E III B p 6"PIR THAT 'THIS ROAD WILL BE ENDED IN THE FUTURE".COORDINATE SIGNAGE WITH ACHO STAFF. �- C6� (C2 © 16+14.57 PC i0+43.50 PC 10+43.50 PC 13+44.50 PC ® (� 1 ° INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1132A, -- en c3 16+50 6k 2542.10 VC . 2542.53 ° CZ C2 2542.53 25Q 74 L,J (V W FL=2542.26 254 2542.26 e 2541.85 VC 12+29.39 6 FL=2543.47 �. B2 PER MUTCD PROVISIONS SECTION 60.02.THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE a, 2542 ......- r BLOCK 3 13+2s.2a : _ F T I T VI ® �- 12+39.24 2 15 16+00 2541.41 12+$4.39 14+49.39 PC -"~ 15+36.39 PC 0 HE SIGN 0 PROVIDE CANE DETECTION. o ci 11+75.76 2542.19 VC co 2541.64 2542.76 FL-42. 43. ea uj v 2541.37 LP 2541.89 GB -2.0� -2.0� d 17+16°39 PC ® > M �v � 16+29 PC GB 2541.63 11+86.93 PT FL=2541.10 e �'`• 2543.27 16+26.39 2544.17 FL- y 2542.02 VC 254158 GB o 13+39.39 FL=2542.49 :-FL=42. �` FL=2543.00 2543.72 FL-43.64 C1 CONSTRUCT 6 VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701. ado 11+25.07 `n C5 • 2541.98 FL=42. FL=2543.90 L=43.7 2541.86 ° FL=42. C5 =43. I C2 CONSTRUCT ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. ® ® o 1 0 .. c . Fd Qm BLOCK ,yJ �• 15+50 11+03.44 PC a �� ���* •' a-. - ' C3 CONSTRUCT 6 VERTICAL CURB(NO GUTTER)PER ISPWC SD-701 A. d o 1 1 � e� Im O J 2542.49 VC 2541.95 GB o- ' 1 16+00 bo• top a e 15+16.74 PC �� L=41.15 FL= 2,7 ° FL=2543.d y C4 CONSTRUCT CURB TRANSITION,VERTICAL CURB TO ROLLED CURB.(5'MIN.TRANSITION) ®W CC 2542.19 VC 10+43 PC o o ���° VG cr � e� z z a. W 2542.69 vC o =41.12 o C2 C1 FL=2541.21 N 10+00 0 4 °° L1 ej ®� C5 CONSTRUCT 5'DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. z Lu w z 20® FL=2542.21 2542.47 VC �� +'-N' o i+- -- - +;--- - - 10+00 w o - o g C2 �; ¢ s FL=2541.99 . rt° �� _ _ - cq W <tte ~ ® + I- +I vi 0 CPI `� FL=41.1 L1 VG FL=2541.46 C2 w 42.9� eq ;� 13+01 + _ C6 CONSTRUCT 10'DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. ou ®� y L=42.94 C2 '�FL=43. B` � v w y m 15+50 - jX , _. _ ,,,. _ .� ... F"- FL=2543.81: W DW CONSTRUCT DRIVEWAY APPROACH PER WIDTH AS SHOWN AND ACHD SUPPLEMENT TO ISPWC SD-71 OC. 8 _ - 4 W ® o � 2542.49 VC _ a ` L=43'87 h L1 INSTALL CITY OF MERIDIAN TYPE I STREET LIGHT.SEE SHEET STP-LGT FOR STREET LIGHT PLANS. ® J DWt�\ �� 12+39.24 PC a d a _ ° e .Oe .a'. .a' L•-Ya7.3U z 6.93 PT FL=41.5 y ! C4 2541.37 LP FL=4`.4 FL=41. �� 13+26.24 PC - ::.' FL=42.t 's C2 2541.58 GB C5 �' _ L CITY MERIDIAN STREET 14+92.89 `� FL 43.s7-- L2 INSTAL OF IDIAN E II S EET LIGHT SEE SHEET STP-LGT FOR STREET LIGHT PLANS � Fl-42.1 �\\ ° FL=2541.10 FL=41.47 10+43.50 •p, 2541.89 GB .. 14+01.24 14+41.24 15+21.24 15+6i.24 eC9 17+16.39 PC FL-43.90-- "� _k �► l=41.95 0\ e _ 2542.41 2542.69 2543.05 GB i6+41 24 ` T ®off FL=2541.62 2543.19 2543.39 2543.79 2544.21 L1 12+57.5o MS CONSTRUCT 5'CONCRETE MEANDERING SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. CO uj " �� 0.45�T 42. C4 :. 11+03.44 PC I B2 I I I I I 62 6+81.24 FL=2543.94 °O 1 2543....... `'Q e L=42.27 ,� 2541.95 GB 11+43.33 61 14+81.24 :- 16+01.24 2543.99 I CONSTRUCT ALL SIDEWALK ADJACENT TO OR PARALLEL WITH CONCRETE APPROACHES OR PAVER SECTIONS �, TS FL=41.9 �- AS I I 2542.972543.59B 1 TS _ AS `�- ............. ° : °. L=42.33 _ 10+54 PC 2541.77 B2 I TO BE 6"THICKENED CONCRETE. f12+57.50 PC (1 / �-- FL-41. I I 10+43.5®PC I 1 ..: , �,:• •-..:.-.. ..... 02 .. ��� I I I I I 2544.24 eQN t�L �-�_- 15+00 a �® k1 FL 2541.88 ® I I I' z54i.sa` I I e, VG CONSTRUCT 4'VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708. g5 FNG, 2542.79 vc ° o� o/ BLOCK 2 5 = 10+43.50 PC I 2 43 ._.. FL=2541.57 FL=2543.97 I I I I I FL 42.0 ................... _ b 6..<.........14+23.74 PC CONSTRU N D CONSTRUCTION ................. .....14+70.24 HP.... 254 56 = .................. �.... L1 FL 42. CL 254183 I I END CTIO FL 254156 TS I i I 2. vc 1 I I I I I I I i 2542.97 VC:::'.:::....` .'::::......... END CONSTRUCTION FL=2542.08 I 11+00 I PI'�4SE ... ....::.. ...:......•.._...... : I I I I FL=2542.49♦" ° . -- I I fl/�Z/RE - 20305 ......................................... ....... 42 37 42 33 e 1 0 ............ ... .• 888888fee•e.°e-88888 .. .. •...8888Iiee a -. • •••••-. eeeee Bse�........... I w a \ ® ° 14+Qo 14+50 1 .•L................ v®� E OF-• •••••..,r++rrrrazrrzr z 3 ..._....... trt::::::t:•.... �." cC ° ® 2542.47 VC _. 25 tr 1 I I I 2+o T 2 _ ........¢� .... .:.. .. 2542.89 VC D�• C- I i ..<...t�..::::• [[ cQ. 13+65.68 PT 2 �C o-I-�---� 5�s° H 0 o I ....... I 2542.33 VC GB I i I d11+50.50 I n ® o - - _,......�--......... - -- - - :..-..: .. - - -- -- ..... __ �.. .... .. Lcm _cam - - Q- BLOCKI 2542.69 VC _ - - - - - - - - - - - - - _ - _ -- - - - - - � -T - - - - u-_ W ao Nt5x _ _ _ _- ® .� -T 13+65.6I3 PT I I I I ( I I _ -- o p.............. . 2542.55 VC GB 13+07.38 PC I ® .,00 v 6nPIR ... 6nPIR 2542.04 VC w _ I I II 12+o0 11 1 I 00 w 2"SVC 13+00 \mome° A ' ' 13+OD ^� I I I I I I F- X 2542.15 vc 2542.02 vc I I I I I I I I STREET NOTES. o00 • - A 12+82.19 PC 11 I I I I i I 1. MINI 'A P A T P REPAIR H MEET ISPWC STANDARDDRAWINGS,S - 01 D- AN D-80 . I 2542.05 VC C6 co I I I I I I MUM 2 S H L CUT LINE.ALL ASPHALT EPA R SHALL NG , D 3 ,S 303 D S 6 00 13 0o I i I I CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR ® ® ® rn II 10.0 I I USE THE FOLLOWING: w 00 a 12+ 2.19 I 1 I I I I LOCAL RESIDENTIAL-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH(`°)MIX PG 58-28,21/2"OF ASPHALT,4"OF 3/4" z 4 l 12+50 1 12+51 + + CRUSHED AGGREGATE AND 14"OF 6"MINUS PITRUN. 0„ ..- n ea ae to C14 o 2541.74 VC COLLECTOR-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH O MIX PG 64-28,3 OF ASPHALT,4 OF 3/4 CRUSHED ® n Cfi ° .a=: C1 2gg3 " AGGREGATE AND 20 OF fi MINUS PITRUN. GARAGE I .................... - - 12+27.67 8 �� \\\ \ -- - __ � �..--.- - - - - _ - _ - 2541.71VC -.T..-- - - - 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN.COORDINATE ALL WORK WITH UTIL11Y COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO.,INTERMOUNTAIN GAS CO.,CABLE ONE AND CENTURY LINK a. .� 2541.60 VC � \ �\ �®� - - - - - - - - TELEPHONE. o \\ o O L1 ° ' e �� + �' - 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEYINFORMATION AND EXISTING DRAWINGS.THE x cm CONTRACTOR T CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING OK.THE ® �' Pi �= """"_ _ --= _ _ _ - -- - - - - - - - - CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND(NOT A PART) I' e_°, :o .. 2542 ' `� - - y - - - - - - - - - = PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO w ..., ......T2. 00..... a - - - - - -- - - - - - -- � U PLATTED 11+67.25 ` i .e d EXCAVATION. ��, 11+66.22 e Z 2541.08 VC a 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. < 0 2541.07 VC a THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5%SLOPE.AS A REMINDERUJI C3 SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%;THERE ARE NO'TOLERANCES ALLOWED. _ 11+58.08 11+58.08 a mum PMSE � �-- 2541.47 IVC 2541.461VC \ 2541 5. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H (ROLLED CURB)OR ISPWC SD-712A(VERTICAL u- Q �-- ' _-- _ . CURB WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712.DOMES SHALL BE RIGID INSERTS WET-SET INTO ® ® Ljj a °_ 11+5Q .............. w LLI _. 11+50 I THE CONCRETE(CONCRETE STAMP&ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW PEDESTRIAN 2541.42IVC ° a .............. .2541.421Vc e..•'' 12.0' RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. cr BUILDING ° I ...•IIa 11+00 � m � 11+00 . 2 IVC 21 ®' 6. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL E w 2540.66 VC � 2541.121VC �- 1 2540.66 VC"''••••..... 11+00 ®- a RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO F-- 3 10+65 LP 10+65 LP f _. 2541.121vc°: 2 .45 vc .............................. 54 VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE ? 2540.45 vC 21 0° FL=2539.97 2540 COMPACTION TESTS. 11 00 FL=2539.97 I 10+59.50 PC .. I- 10+59.5o Pc 10+71.57 2540.47 VC _ 7. SEE STORM DRAIN PLAN,SHEETS SD-1 AND SD-2 FOR STORM DRAIN INFORMATION. U 2540.47 VC 10+71.43 2540.95 iV FL=2539.99 V1 O FL=2539.99 2540.95IVC.. g ° FUTURE VERTICAL CURB,GUTTER 1 0+29.50 Pc C3 ��, �`�®• AND SIDEWALK,BY OTHERS STRUCTURAL FILL NOT 2540.90 VC - 5 L=40.06 FL= 1 e 10+29.50 PC. E SCALE 1 = 40 FL=2540.42 „x L=40.I5 40 2 - - FL=40.3 2541.33 VC _.- ° °.a: e' a ¢ 0 2539 _.�...� w IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND s._r�.. . - . 4 DW .DATE 0 6 8 G 04 3 2 L2 ��� �'� -,, FL=2540.85�,� . ' V_ � .r. . . ...a_:.P.,...w-.•.< "$' e', ° - d' W_� F RA P W T I REPORT DATED E TEMB COMPACTION BACK ILL WITH STRUCTURAL FILL PER ALL EST GEO ECHN CAL E S P 0 AC _ _w . _ _. _ _- o C1 a oo b. L=40 ...... . n _...................� - -- TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH L=40.74 opt, OHf �_.. .... .. PROD N0 251114 •... ................ 1 ............ ............. ,°' ............ ...o.ry. - -o n ---�_ o� - INSPECTIONS.COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF lzvv AS C y ydfi c�c i V Y31�/ .�w',P- Oah E Ci s S ®, EP................: ............_........................................ ....... BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. SHE 5 OF 24 ss ss ss ss ss s ss �,'10+00 s ss ss ss ss ~ss ss ss s STeeenr 1 SHEETS 2 i 114- .DW I I Ifl 1 III I ! f-ultu.I u vu 20+70.94 PC HP FL=CONSTR 540.22 0 2540.91 VC END UCTION 11+30.50 11+30.50 Ld FL=2540.43 M FMREPHASE 2541.32 HP 00 E: 2541.32 HP END CONSTRUCTION FL=2541.05 ........ .........I.... 'FL=254 FMREPHASE 17+97.73 f........... 1.05 2541.64 END CONSTRUCTION FU TORE PHA SE < 132-L END CONSTRUCTION 17+97.73 (B2 Bl 2 pf END CONSTRUCTION B2 t �l 2541.64 Bl I 1� 1L.- SIP � - ----.L -_ 1� 4"PIR 4"PIR 4 IR--�--_ I 4"PIR PI PI Pt END CONTRUCTION P, B2 zwon Man a a OWN 01M awn woo mob omwmmmmmm .4 flPIR as 18 11+30.5NO am am, =00 awn 0=0 mm 17+71.90 7+97.73" 4 5.0' 17+71.90 25417 2540.83 VC ­0 Pi �pl p 20+50 20+70.89 E-s�z.== i;- (b -t7a`� 10.0 C6 BLOCK 5 B2 FL=2541.47 C6 .....2540 10+85.50 BLOCK 5 2541.74--l- Man mm 3 2541.05 FL=2541 'PIR mm 'am .47 4' 10.0 2 3 4 5 6 20+50 7 9 10 1` BLOCK 4 11+00 8 11 13 14 15 7 2540.61 VC 4 12 4.' d �37.0 20+00 4. 1 of 20+00 lo.+li.�O-P-c Pi 13.0-1 24. 2540.41 VC ................ ........ 2540.63 VC 2540.80 17+07.73 PC -. 37.0 Pi 3.0 FL= 10+43.50 PC 14+18.40 2542.00--� 17+54.7­3 19+86.70 PC CL 2541.73 '250.36 VC 3 19+87.01 PC . I.. A ,I- ROW 17 Pi _1� FL=2540.53 2540.58%\VXfC FL-2539.88 2 FL=40.49-\ -2540.80 12+33.76 PC 12+78.76 2539.69 LP 2541.81 ..20+00 FL=2540.10 s -®' f; -4&-\ FL=2540 -2540.43 14+43.09 6 I ....'-� ft' 10+53.84 11+46.76 PC FL=40 4. • 53/ 2540.25 FL=2539.42 B ....... ...... .. 15+00.31 18+11.31 PC 5.01 4 1 1 9.88 G 2540.18 16+31.31 2542.37- FL=39.87---,, 2540 78 HP F .42 VC 2540 Q FL=2540.16 13+68.76 5 14+55.31... -2.0% -2.0% 2539.71 FL=39.83--\ FL=2539.94 FL=2540 2539.89 14+13.76 FL:'.:'0' 2539.94 2540.97 GB -4 1 41 FL=40. 2540.07 14+67.78 15+45.31 16+35.31 10+44.73 PC FL=40.A%-- 12+40.26 13+23.76 T FL=2542.10 2540.40 C5 16+80.31 17+25.31 17+70.31 2540.68 VC FL=2539.76 C5 FL=40.4& U-i 2539.99 G13 2540.45 15+90.31' -0 e, FL=40.4 2540.72 2542.03 GB 2540.20 1 - -1 Cl - I - (�) 1 2541.01 (��52541.52 2542,21 Ll HORIZONTAL 25,00 .......... (-FL=2539.98 U*3 11' 7 ui ...... 'a 17+00 • 40 20 0 40 80 120 CD Blo FL=39.84-- IV/ \--FL=2541.8-1 •1 16+99.73 + 0.64% _al_ V C2 FL=2540.40 VG FL= Ll C-i CD FL=39.6 L=4023 13- 254203 + _FL=39.9 ® 8 +63 2���L=40. FL- 02 1 + cyi - +_ 1 -4 - FL=39.64 F L=40.67---' 42. -fL=41.97 + + L=40-20 llq cl; 5 co cm 8 %,...... 19+40.39 + FL=39.89-- �10+00 + cz C2 M FL=2540.29 SCALE IN FEET L=40.45 Ll W) rb Co- +i 16+64,23 10 cv) + to + 40.43 .65 FL=40.27 VG FL=2540.53 L=40.64 C2 co 0.49% C) FL=2539.59--\ Ll L=40.67cn 10+43.19 PC -FL=2539.81 -co & g cc FL-2540.20 �-FL=2541.97' 2540.68 VC & V 11+66.67 \ 12+13.31 13+03.3 13+48.31 FL=Pr I 9 ---fL=42.03 F4 FI 00 2540.37 23.31 2540.70 2540.51 .............. 15+44.31 PC (C5 _q v --FL=42.05 FL=40.00 .7O 11+ 2539.97 k-::r-/ cg L 40.09-X 0 x 2540.33 2540.15 16+44.73 FL=39.61-/ 2540.64 11+46.76 4+18.40 FL 16+31.31 PC 18+11.31 PC FL=42.05- 2542.25 Va 4 2540.78 HP 2539.99 G8 -2.0% 10+54.17 0 1 L14+67.78 2540.45 or: 13+93.31 2539.69 LP 17+25.31 FL=40.56- 2540.97 GB 2542.37--1 FL=42.03- L 2540.43 VC FL=2540.18 4 FL=39. 18+93.70 PC LP FL=2540.51 2539.79 FL=2 9.42- FL=2540.70 2542.03 GB :z 5 FL=2539.95 4 FL=2542.10 1 a 2539.99 VC $7.0 ROW 19.73 PC 13+19.73 PC 8 cr_ CF 18+93.92 PC LP FL=2539.51 14+43.09 13+ 10 -0. �g) CL 16+20.73 PC 15+89.73 CO ui 2540.91 13--00 2540.91 1 2540.21 VC 2539.88 GB 4r FL=2540.64 2542.35 s, 16+00 �,�2542.47 w FL=2539.73 10.01 FL=2540.64 FL=2542.08 C-1 33.0 .3 O� >w LL o C.0 18+50 C6) 12+79.23 C2 C2 C 2540.47 VC 2541.15 15+80.23 Lu Co 0 0 .-.4 \�12+79.23 BLOCK 6 ........... 04 1 Z 19 2542.51 15+44.73 w ui 18 17 16 15 14 13 12 5.01 2541.15 3 ........... 1 z ................... ......................... 10 7 5.0 2542.65 0 > c) '_ap c)uj ........... BLOCK 3 15+19.17 Limu CLOU M Q 10.0 BLOCK 7 co ....... 33.01 C6_ .......... ..4 5.01 15+35.23 2542.75 ............. 2542.69 I I (::) S ci L �,j 15+00.73 M o 1= C) 0 z 17+76.39 PC 6"PIR 12+34.23 37.0'ROW 12+34.23 2542.88 Pi Fs 17� .............4"PIR-- 4"PIR-J 15+05 co 2541.41 2541.41 w co "-FL-2540.23 2542.81 cc a- 2540.77 VC 18+00 2540 71 VC 10+19.32 CD 18+00 co INK cr_ 2542 97 GB 2541----- w 9 11+89.23 14+9023 17+60.83 PC 11+89.23 .6 12 FL='2542.70 L�u_ owl 2541.68 \.. FL 2540.92 VC 7 12--00 2541.68 2542.9577\.-.- -cc z FL=2540.32 11+87.01 FL=2540.44 1,1+87.01 14+85.62 10+37 PC ® ® �' 2541.69--,, 0 2542.88 11+00 .,---2541.69 132- 11+33.53 5 uj CD 2542.98 613 11+00 LL L ui ui FL=40. FIL=2541.42 FL=2542.61 L6 0..,-- 17+60.71 to FL=2541.42 _ui __ -­ 1 2542.51 2542.24 9, PI =�2.FL=�2. 2541.03 VC -FL=2541.97 U.1 MA7 5 Ms 4 Fln -------- -END CONSTRUCTION fl 17+50 FL=2540.49 040% L=40-56 17+35.71 61 PIR L=42. v a_:ui I z Z 2541.07 VC 2541.09 VC L=42.73 Cc 17+39.61 1 MS) �ZL I I 4 14+75.09--___ L=42.69 11+74 4 59.2 11+ 1 w-®o 17+36.24 PC 74 2541.76 2.543.02 + C2 M CD F L 40.52i Ms • 2541an .03 VC W.ASPENSTONE ST.2541.76 cc r=) Lu T cc 17+39.61 PT GB FL=2540.55 14+66.23 , LL:a- - 6 FL-42.76-\ cm .v� DF,- 2543.07 4 F.- I- 2541.13 VC • 4 .............. 4 13 FL=42.81- C2 TS Bl cn 6"PIR 6"PIR 14+5923 6"'PI 2543.13 GB 17+19.49 PC'.. F_ .. AL 2541.15 VC 4' Pi 14+5873 FL=42. 11+33.53 2543.13 FL=2540.6 -Z FL=1 42 10+41.50 PC 2542.24 4 AT �43.00 - ll+uu FL=2541.97FL=2542.86 2542.97• 4' 17+00 BLOCK 3 11+29_1_� `,�11+29 BLOCK 6 FL=2542.70 2542.51 An- END CONSTRUCTION 17+00 \--fL= .03 4 4 B2 2541.33 VC 2542.03 2542.03 14+30 20305 2541.45 VC 2 4 5 10+84 Pi 7 10+84 1 2543.29 As '/-2542.29 3 5.0 • 16+50 2542.29 A 14 (p 04/30/26 10 4 _6"PIR 2541.80 VC 11 00 14+17.73 PC C 6 lo� 13+85 4 K_ .......... ...... ......................... 2543.53----, 2543.34 4 ....... 5.0' ........................ & ................. FL=2543.07 ................ d Pa PI 6"PIR \_13+99.50 4 C2) 16+14.57 PC 10+43.50 PC 10+43.50 PC 13+44.50 PC a 2543.45 2 2542.53 % FL=2542.2 16+50 2542.10 VC 2542.5 254374 2541.85 vc 6 FL=2542.26 .........2 12+29.39 6 FL=2543.47 5.0 Pi 542......... .4 12+39.24 2 15 0 BLOCK 3 ci: 2541.41 12+84.39 13+26.24 14+49.39 PC 0 16+00 11+75.76 2541.37 LP -2.0% -2.0% 15+36.39 PC 17+16.39 PC 0) 2542.19 VC 2541.64 2541.89 GB 2542.76 FL=42.��- -2543.27 16+26.39 FL-43. -f-2 %-4- 2541.63 2541.58 GB FL=43.64- t BLOCK 8 9 PC GB 11+86.93 PT FL=2541.10 13+39.39 FL=2542.49 254417 5'- .-'FL=42.' FL=42. FL=tM0.00 2543.72 FL=2543.90 N_ Ld 00 C-4 FL 42. FL=43. cr) 2542.02 VC 11+25.07 C5 -2541.98 �l FL 43.7 A 13+54.50 2541.86 . - -�./-, . .' I .. - A 25Q.69 BLOCK I 47f --------7- 15+50 •11+03.44 PC 3 00 2542.49 VC '--FL=2543.57 16+00 goo 2541.95 GB FL=42. 15+16.74 PC x L=41.15 FL=42. Lu 2542.19 VC 10+43 PC 2542.69 VC 0'3 cs, --rL=41.12 ;:�r 10+00 c:l 32 CVG 0 L'. + 2 c-li CD •e�0• Cl FL=2542.21 2542.47 VC co 2 1.21 C2 Co- 1+- 10+00 Cj V) < + + .8 8 CR FL=2541.99 FL=41.20- + + 13+18.50 C) c%j + Lo Z; 00 co (5 Ll C2 M -I+- - -+ FL=41.14- (-FL=42.91 13+01 + 2543.88 0) <��5 .......... L=4Z,94 FL=43. CD C2 LL C? 3% mob mom OWN Amp b FL=43 do-FL=2543.80 <k 00 15+50 �c"r C?! 4 Vi 1-j 0 T7 2542.49 VC C2 1-4L=P.87 -N, 'o -+L=43.9U 12+39.24 PC 4-f 12+64.50 ll+86.93 pi i I-­­ I w 2541.37 LP 1.4 FL=41.53-' 13�26.24 14+92.89 FL=43.87----" ��,,--__2544.19 0 FL 42.1 L;z 2541.58 GB go--r c*4 FL=2541.10 :L=4111'.47 10+43.50 14+01.24 X'4 L6 FL=P. M -..e 2541.89 GB 2543.05 GB 15+21.24 17+ lZu em san own mm MM mm 4 FL 42.1 41.95 . ...... 2542.41 2542.69 5+61.24 u 12+57.50 0 FL=2541.62 2543.19 2543.39 • 2543.79 2544.21 a) j, 0.45% 16+81.241 0 3 44 PC I - FL=2543.94 FL=42,02 C4 Ig 14+81.24 ................. 16+01.24 2543.99 0 11+43.33 2543.59 V_ L=42.27 FL=41.9 2541 95 G13 AS B2 B R17UREPHASE AS ...... .. ....................... =42.33 10+54 PC 2541.77 2542.97 B2 12+57.50 PC `-2 10+43.50..PC �L=419 ....... 542.36 VC 254424 12+57.50 15+00-..f FL=2541.88 0 0 11 1 '\\-2544.24 FL=2543.97 2542.79 VC 10 ...FL=42.0 BLOCK 2 2541.83 rL=2541.57 END CONSTRUCTION END CONSTRUCTION .................... I END CONSTRUCTION ....... ........14+23.74 PC TS ... 14+70.24 HP ........... ............ i: ::::­_ . -Ilo--2542.56 VC ' FL 2541.56 .......... 2542.97 VC ..........I......... END CONSTRUCTION ONDARY GRAVEL ACCESS ... ..........FL=2542.08 11+00 6 Al 20' 111 0 ..................... 0. ��I I ,- SHEET DT- FL=2542.49 F"F PHA S F RMRFPNA9F I I 4n�l SEE SHEET ST-1 SEE SHEET ST-1 SEE SHEET ST-3 z STREET NOTES: uo-I z: STREET KEYNOTE ITEM LIST STRUCTURAL FILL NOTE: 0 =) V) 1. MINIMUM 2'ASPHALT CUT LINE.ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS,SD-301,SD-303 AND SD-806. ITEM DESCRIPTION :tr CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP,THE CONTRACTOR SHALL STRIP EXISTING GROUND AND z USE THE FOLLOWING: 14-(ACHD)WIDE ASPHALT ACCESS ROAD. BACKFILL WITH STRUCTURAL FILL PER ALLWEST GEOTECHNICAL REPORT DATED SEPTEMBER 2,2020. COMPACTION < LOCAL RESIDENTIAL-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH 0-)MIX PG 58-28,2 1/2"OF ASPHALT,4"OF 3/4" @ TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH SEE ARCHITECTS PLANS FOR AMENITIES. INSPECTIONS.COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF =: 0 LL CRUSHED AGGREGATE AND 14"OF 6"MINUS PITRUN. BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. z: COLLECTOR-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH 0-)MIX PIS 64-28,3"OF ASPHALT,4"OF 3/4"CRUSHED INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1 1 32B AND INSTALL A SIGN STATING ir AL U- < AGGREGATE AND 20"OF 6"MINUS PITRUN. 0 THAT"THIS ROAD WILL BE EXTENDED IN THE FUTURE".COORDINATE SIGNAGE WITH ACHD STAFF. 0 Ei -4- cr- �,Lu 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN.COORDINATE ALL WORK WITH UTILITY INSTALL TYPE 11 BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1 132A, M cr PER MUTCO PROVISIONS SECTION 60.02.THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO.,INTERMOUNTAIN GAS CO.,CABLE ONE AND CENTURY LINK OF THE SIGN TO PROVIDE CANE DETECTION. V) cri C/) TELEPHONE. uj Arm 7 Cl CONSTRUCT 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SO-701. -_ 3:: 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE z C2 CONSTRUCT ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE C) CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND C3 CONSTRUCT 6"VERTICAL CURB(NO GUTTER)PER ISPWC SD-701 A. W on 6 z: PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO MY C4 CONSTRUCT CURB TRANSITION,VERTICAL CURB TO ROLLED CURB.(5-MIN.TRANSITION) EXCAVATION. C5 CONSTRUCT&DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. C6 CONSTRUCT 1 O'DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5%SLOPE.AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%;THERE ARE NO"TOLERANCES"ALLOWED. DW CONSTRUCT DRIVEWAY APPROACH PER WIDTH AS SHOWN AND ACHD SUPPLEMENT TO ISPWC SD-71 OC. SCALE 1 n 40' 5. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H(ROLLED CURB)OR ISPWC SD-712A(VERTICAL Ll INSTALL CITY OF MERIDIAN TYPE I STREET LIGHT.SEE SHEET STP-LGiT FOR STREET LIGHT PLANS. DWG.DATE 04/30/26 CURB)WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712.DOMES SHALL BE RIGID INSERTS WET-SET INTO L2 INSTALL CITY OF MERIDIAN TYPE 11 STREET LIGHT.SEE SHEET STP-LGiT FOR STREET LIGHT PLANS. THE CONCRETE(CONCRETE STAMP&ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW PEDESTRIAN MS CONSTRUCT&CONCRETE MEANDERING SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. PROJ. No. 251114 RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-1 17.1 REQUIREMENTS. TS CONSTRUCT ALL SIDEWALK ADJACENT TO OR PARALLEL WITH CONCRETE APPROACHES OR PAVER SECTIONS - 6. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE TO BE 6"THICKENED CONCRETE. SHEET 6 OF 24 RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO CONSTRUCT 4'VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708. VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE :2.0% N 441 E fin 4'PIR i Oda �pl'-4 ry G71 2+40 FL 2 �2540�72 F C_ 2� 0, "214101 "+ U 3'1112.2 COMPACTION TESTS. ST-2 7. SEE STORM DRAIN PLAN,SHEETS SD-1 AND SD-2 FOR STORM DRAIN INFORMATION. /SHEETS/251114-ST.DWG SEE SHEET ST-2 SEE SHEET ST-2 V i - - - ;=- FL=2543.07 I I III ' • ° �� �� 6"PIR N. 10+43 50 P 13+99.50 10+43.50 PC C 13+44.50 PC 2543.45 Z - a 2542.53 °.- 2542.53 2543.74 ( I l l I I I ! I ! 12+29.39 6 FL=2542.26 C2 C2 FL=2542.26 FL=2543.47 5.0' Pi I I ! I 12+3924 13+26.24 _ Z �rJq. III II 1 "2541.5GB 2541.37 LP 12+84.39 2541.89 Gfi 14+49.39 PC _2.0% _2-d� � 15+36.39 PC 17+16.39 PC ( I I I III I I I I FL 2541.10 2541.64 2542.76 FL=42.3 : �'\• 2543.27 16+26.39 2544.17 FL=43. `:: 13+39.39 FL=2542.49 =FL=42.33. @` FL=2543.00 2543.72 FL=43.64 a I I I I I I c C5 FL 42. FL=2543.90 ? BLOCK 8 - 2541.98 FL=43.7 FL=42. C5 I 13+54.50 I I ►I III I I FL=43.7 I( I I N 2543.69 I l I I { r� !I II 1�� ° 3 a l F- 2. ° = d l I II III ! 41.15 � ':" FL=42.7 .:• •--. FL 2543.57 { W ® _ L 41.12 ® C2 ® L1 S' g� VG I I I I I 01.-+; FL-2541.21 Go--10+00 +_ - 0 1 O - C2C14 CC An CD cz co N 0 o I I I I FL=41.2 L1 r VG r FL=2541.46 C2 r L=42.91 0 13+18.50 I I I I { I y - FL=41.1 I - I L=42.94 '4 C2 i FL-43. 0.53°� 13$Oi �+ 2543.88 l W FL=43. FL=2543.80 4 I I I I I 28-i Oo I I I I.... j ! I I y .� ... ° ° . -� -■ _ _ =43.87 I I ""1 i I :�` HORIZONTAL ° I ! 12+39.24 PC s� _ ° °. L 43.90 12+64.50 FL-41.5 ° ° 2541.37 LP FL=411.41 FL=41. 'Q� 13+26.24 PC o 14+92.89 _ yu` FL=43.87 2544.19 PE I ! I I! I ! I �® 2® ® �® 8® �� FL=2541.10 FL=41.47 10+43.50 ®. 2541.89 G8 CS...�....... ....... 14+0124 14+4124 2543.05 G8 15+21.24 15+61.24 16+41.24 � 17+16.39 PC ° FL=13. ..� FL=2541.62.' 2542.41 2542.69 2543.19 2543.79 544 12+57.50 B2 2543.39 16+81.24 2 .21 L1 I I I I !I B2 14+81.24 .... 16+01.24 2543.99 FL=2543.94 B1 I I { I l l : III ( 1 I I SCALE IN FEET AS � .. .... .I III { ! 2542.97 2543.59 B2 B1 II B2 ft/Tl/REPHASE I I II I =�:_ i 12+57.50 PC 11 I`•. { oI i !l I I 1 I 10+43.5o.Pc 2544.24 { I I I I L' !I I j o ® ! 2541.84 I 12+57.50 I I II u� I{ w III 1 I { 10+43.50 PC -I I III 1 "254.3-- FL=2541.57 FL=2543.97 ! i ( I I ( I 2544.24 2541.83 TS l I I I I END CONSTRUCTION END CONSTRUCTION I I III I I ( I END CONSTRUCTION III O 1 I I FL=2541.56 201 I SECONDARY GRAVEL ACCESS l e END CONSTRUCTION I I � I I I I I I i I! I I f SEE SHEET DT- oc I I I I I 1 { l�/1T/REPHASE I ! P 1 I I ..•�• f!lTIIRE E I I I � RD1 I I l l z III I ( •...". :.:."_- �, .�_ I � � ............................ I I I I I f I I I O 12+00 l l I I 11 p I I I I II it I ...se...sJseeaarrraaeas..a..s..°.s...ese.saa.s...... .rr.ab♦ I - �....,��.rraarsaraa rarra 29+00 I . 8 'J® G <: ::..... :::::::: 2544 :::::::::::........ li .:.::::::::::::. :. ... I -�- .......................•. - I ! II II I 1 -� I II -fi- II ► Co- 2545 :. :::.. :: °° I I Lu J ! II \\ .......................... .............................................................. _ moo f I it I I ► 1 Q ��� BIR CREEK.............. ....... ... CHSTONE CRE z J® � I I ci I I - re. I II _ ... I _ _ _ - - i SU IV St NLOU _ - 1+50.50 0 - .. I ..................... I l l - _ I i �.. C,3 I titittl� +e - s� I I s. I - 1 + _ .... . .. ... cli II ® �- - - - - - - - - - - - - - - - - - - -- - - = - - - _ P I t" �i" .:_fi I I I III Q II II i �--- r - - - - - - - - - - - - - - � __ - _ -i::I:: :1:1: sa:SQ:�- kk ..... I I :I. I W ��® - - - - --_ �. :k.. I I II Ili o ® r ___ I �-1 I i (" :254s ::::.......':::.:::::::.:::::::::.:::.::.:' :::::'................ i I 1 I I V U z .._.......: ... I I I I ! �7 �`���"� I I I I �- I I III � I f I I � � M A W I I I II I III I I 1 I d- � � l I 1 I I I I I I ® ® C l ... f.l. f I ff 1 1 I I f f I w f -. ; s - II I �.; I I I IFoc ■ ■ M I I !I 12+0o II I I I III � � II I I ..................... ® I I I 1 I -�- I i .. L1Jcc I II II I i II I I �a1 Lu (n o I I I I i I I I Q,.,, E-- z z 11 11 I I I°� _ II II ll II .- 11+� _ I II o: I it + LU I I II I I I II � - �. e I i ® II 1 I I a I I = = I I I I ! 11 :III ® ®� � 0 1-! : . :::::: Lu !I I I w. I i i !I l I l I L La. F- m f I ILu I ( ( ( 1 I l I S If I I .•.. SECONDARY GRAVEL ACCESS, I o 0 I I l ,L I I I (I I I l I CONNECT TO EXIST.STREET . :: :: I RELOCATE TELEPHONE RISER(BY OTHERS),AS NEEDED ® >; 12+51 I III I I ! I SEE SHEET DT,1: RD1 f I 2 `C II i 14 ! ! I I � �. _ _ � z 30+33.42 - RETAIN&PROTECT EXIST.FIRE HYDRANTcc cn CD 5 3 /•1 I uj I X ---.......... -- �- - - - - - _ _ - I g gy/ \\ - - - - - - - - - - - - - - - / \� I � // --mil Cr ® 8W \ \ \\ uj - I I \ ��_ y �� � : 001 I 0111 W.ALDERSTONE ST. \ 4 - - - - _ - - _ - - - ' - - - - - - - - - - - ll� 1 +i cm C4 - � - - - - - - - - - - - --� _ _ _ - � - _ - - _ _ _ _ _ _ - _.._ •=� � "�=`_"=_ ' �" -� III- j: �: :�,. \`- k ENSF ,lo ® i' II �O E E E:� E EG EG- EG-------E E.� 'G / `: N FUTURE W.ALDERSTONE ST. 4 _ M+ T� ,�' - - �+-- - _ �$¢ 1 00 _++ b - - �� FUTURE W.ALDERSTONE ST. g o is G I° ' _ - + ao t� rn N t + + _�: EG N N ice/ 'i°I , I I / go ........ 2542......--\. `. EEG--- E EGr--- E:r Ev - G y ��.- ,� i 0 S Q�l /26 - - _ - - - - - - - - I + l �o - - - - - - - - - - _ - - -- - - - - _ - - _ - _ oo _ _ _ _ - - - �- - - -- - _ - �� - - - Of 14 11 0 7 T - - - - - - -- - - - - - - I I I r I I \ ONDARY GRAVEL ACCESS I • SEE SHEET DT-1®RD .........2544 ..... -- UM PHASE .... ....I...I .I if II I w M II I............. I 00 00 � ® � BIRCHSTONE CREEK I � �® 000 SUBDIVISION 1 ® �o v) � n, I f I ® ® rn STREET NOTES. STREET KEYNOTE ITEM LIST 00 I • MN v 1. MINIMUM 2'ASPHALT CUT LINE.ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS SD-301 SD-303 AND SD-806. ITEM DESCRIPTION CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR 14' ACHD WIDE ASPHALT 0 g USE THE FOLLOWING: AS (ACHD) E ACCESS ROAD. FUTURE VERTICAL CURB,GUTTER I 1 1 O AND SIDEWALK,BY OTHERS I LOCAL RESIDENTIAL-AC MIX SPECIFICATIONS SHALL BE A SP-3,0.5 INCH(")MIX PG 58-28,21/2"OF ASPHALT,4"OF 3/4" l I : l••-- AT SEE ARCHITECTS PLANS FOR AMENITIES. CRUSHED AGGREGATE AND 14"OF 6"MINUS PITRUN. - � ° ° ® _ ° :.::::►::::,:::: _ _ _ 6H 1, " INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD-1 AND INSTALL A SIGN STATING o °: :-e a® - o° : -°. -- COLLECTOR AC MIX SPECIFICATIONS SHALL BE A SP 3,0.5 INCH( ')MIX PG fi4 28,3 OF ASPHALT,4 OF 3/4 CRUSHED g1 r ° m- : ® 4 AGGREGATE AND 20 OF 6 MINUS PITRUN. O THAT THIS ROAD WILL BE EXTENDED IN THE FUTURE".COORDINATE SIGNAGE WITH ACHD STAFF.INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-1132A -- B2 PER MUTCD PROVISIONS SECTION 60.02.THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE °ip °F °sue- ° ° S ~ Q 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN.COORDINATE ALL WORK WITH UTILITY G�Fp oR o�,�-- o11p 12�! ,2WV ,2W 124Ad , � COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO.,INTERMOUNTAIN GAS CO.,CABLE ONE AND CENTURY LINK OF THE SIGN TO PROVIDE CANE DETECTION. _� E s ® g TELEPHONE. �, C1 CONSTRUCT 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701. - - - _ - _. ® L; z 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE C2 CONSTRUCT ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-702. o CONTRACTOR HALL DETERMINE T � S NE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE C3 CONSTRUCT 6"VERTICAL CURB(NO GUTTER)PER ISPWC SD-701A. ( !� �® z CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND a PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY C4 CONSTRUCT CURB TRANSITION,VERTICAL CURB TO ROLLED CURB. 5'MIN.TRANSITION) c°�n - EXCAVATION. C5 CONSTRUCT 5'DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709, ® U �-- �_ 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. C6 CONSTRUCT 1 O'DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. STRUCTIJ RAL FI L.L N®TEE: ~ ® Q THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5%SLOPE.AS A REMINDER, ® L j DW CONSTRUCT DRIVEWAY APPROACH PER WIDTH AS SHOWN AND ACHD SUPPLEMENT TO ISPWC SD-71 OC. (�,j SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%;THERE ARE NO`TOLERANCES"ALLOWED. �� L1 INSTALL CITY OF MERIDIAN TYPE I STREET LIGHT.SEE SHEET STP-LGT FOR STREET LIGHT PLANS. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1-FOOT DEEP,THE CONTRACTOR SHALL STRIP EXISTING GROUND AND 5. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD-712H(ROLLED CURB)OR ISPWC SD-712A(VERTICAL BACKFILL WITH STRUCTURAL FILL PER ALLWEST GEOTECHNICAL REPORT DATED SEPTEMBER 2,2020. COMPACTION �CURB)WITH TRUNCATED DOMES PER ACHD SUPPLEMENT TO ISPWC SD-712.DOMES SHALL BE RIGID INSERTS WET-SET INTO L2 INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT.SEE SHEET STP-LGT FOR STREET LIGHT PLANS. TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING ORATORY QUALIFIED TO PERFORM SUCH a w od C/7 INSPECTIONS.COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF A � THE CONCRETE(CONCRETE STAMP&ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW PEDESTRIAN MS CONSTRUCT 5'CONCRETE MEANDERING SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. BUILDING PERMITS,AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. v1 RAMPS MUST MEET THE TEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. CONSTRUCT ALL SIDEWALK ADJACENT TO OR PARALLEL WITH CONCRETE APPROACHES OR PAVER SECTIONS TS TO BE 6"THICKENED CONCRETE. 6. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO VG CONSTRUCT 4'VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708. U VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE V1 COMPACTION TESTS. 7. SEE STORM DRAIN PLAN,SHEETS SD-1 AND SD-2 FOR STORM DRAIN INFORMATION. SCALE 1" = 40' DWG.DATE 04/30/26 PROD. NO. 251114 SHEET 7 OF 24 /SHEETS/251114-ST.DWG 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+ 0 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 1 +11 - � 20 2552 ­2552 2548 cn `� N 2548 c tts < Z O N � oo ~ C c+) + _ � ® c o � m va �Lu � II C3 .}. � m o � Q � � N lcrM cm F— + c ® uJ ui ® � fQ-- J ii ; w = EXISTING GROUND o N w ai W �' O N cfl II �C + 114, m ® o F- O w o ® � � v, W c� AT CENTERLINE r o T" °� o W ram— N W M C7 e9' ® w + to (l. + as2 m + ups a® ` II -}. 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STA=12+39.244 -__�_____-__ 28.50 LF 12 AWWA a 1 STA=10+78.33(42.0 R) @ 0.00% • DI 1.10 @ 1.36% g RIM=2540.7E �t (Top Half Perforated) TBVC=2540.21 e d a STA=18+93.49(68.2°R) �.Q�2� ' GRATE=2541oo .10 C-900 PVC @ 0.53� - STA=10+65.00 RIM=2540.62 �_. __ _ _ _ o ° �� TBRG=2541:37 ® I . 20.2E LF 18"PVC o : o .e �, _ __.. _ F 12"PVC GRATE=2539.99 DI 1.11 ; . 39 37 L 0.00% 8.00 LF 18"PVC @ 0.00% -�' 'Q`NES�®� 8.67 LF 12"PVC 178 @ 0.38% TBVC=2540.47 I . STA=10+65.00 MW 1.20 I __ - dP. ��`W -� ° GRATE=2539.99 " __v- --- ti • MW 1.10 - 18 INV 36.10 w� -_ _ _. �`s _ _ N 718642.8 I :: SEEPAGE BED 1.2 -' MW 1.31 80.00 LF 12"PVC 4 - - - w _ " FG= 2540.5(MIN} .. N=718275.0 e: @ 0.00 (Perforated) N 717861.E TBVC=2540.47 r E=2435778.9 ' °' 8.00 LF 12"PVC t� Ca E=2435948.1 t 10 12 INV=37.65 32.50 LF 12 AWWA �- @ 0.00% 15.0 ,e` t I o L? ui- -, C-900 PVC @ 0.46% � 1 s 11 f 1-.. -m. �, E=2436049.5 86.0 STA=H 12+40.91 57.6'R MW 1.11 20.5 3 -� a o RIM=2542.24 ( ) e� ® 77.00 LF 12°'PVC / 60.0' N 717859.1 : @ 0.00% Perforated o i ,a� 12'[NV=38.65 88 " a E=2436102.3 a ; - - - - _ - - ( ) -``�' `7.67LF12 PVC } a CD 1'1a m 20.2E LF 12 PVC " NOT A PART > ` ,� `r.. ��� 18 INV=37.20 co @ 1.30�® 54.25 F 12 Pvc 1 19 18 W @ 0.00% `�. S E BED-1. 13.25 LF 12"PVC @ 0.00°�(Perforated) m. o - -- 1.5, 77.00 LF 18'PVC @ 0.00% 50 - - 49.50 LF 12"AWWA FG,�.234�7 i 0.75% o Half Perforated) C-900 PVC @ 0.30% C� ___. _ e 4.0' (Top ) o ��-__ _ -� M- _ _ _ � �' ._. I SDMH 1.10 .. . . .. . o BLOC K _ I w�. y . STA=10+65.00(42.0°R) �. . ., .�., .E o - 1 80.00 LF 18 PVC o i® -�. SEEPAGE BED 1.3 GAS, cis GAS = cam_ @ 0.00% _ t a RIM 2540.68 . _ \ FG 2543.0(MIN) � MW 1.21 6"PIR (Top Half Perforated) 0 " GI • . - W.USTICK RD. N-718559.1 18 INV=35.80 a �� � `,. � 18' R , SG 1 30 cn S ss r - - g E=2435857.9 - :. `. ® FUTURE PHASE 0.00% STA=12+40.91 (71.3'R) W i 8.67 LF 18"PVC - ss - - ss __ _ 37.25 ss ss ss ss ss 12 INV- @ RIM=2542.49 0� F F J CYl J et JLu � 0 ®W STORM DRAIN DATA 0 z ~m SEEPAGE BED 1.1 STORM DRAIN DATA STORM DRAIN DATA >0. LL SEEPAGE BED 1.2 �..� ® �SEEPAGE BED 1.3Cn EP E L C D11.10 (BASIN NO.1) z N � W CL STA. 10+65.00,OFFSET 25.75,LT DI 1.20 (BASIN NO.3) DI 1.30 (BASIN NO.5) O VERTICAL CURB CATCH BASIN,TYPE I,ACHD SD-601,WITH 1'SUMP CL STA.18+93.70,OFFSET 11.75,LT CL STA. 12+39.24,OFFSET 15.25'LT ® > Cy m 2 umi GRATE= 2539.99 VERTICAL CURB CATCH BASIN,TYPE I,ACHD SD-601,WITH V SUMP DROP INLET, E IV,ACHD SD-604A, H 1'SUMP .�- �U 12 INV,OUT= 2537.50 GRATE= 2539.73 GRATE= 2541.10 ® ® o 6 w 0 49.5 LF 12"AWWA C-900 PVC @ S= 0.30%TO DI 1.12 12"INV.OUT= 2537.20 12"INV.OUT= 2538.65 M W g 32.5 LF 12"AWWA C-900 PVC @ S=0.46%TO DI 1.21 28.5 LF 12"A A C-900 PVC @ S 0.53%TO DI 1.31 W S 0(25)=0.33 cfs V(25) 509 cf � I,._ ®CDQ(100)=0.53 cfs V(100) 708 cf Q(25)= 0.41 cfs V(25)= 633 cf Q(25)= 0.49 cfs V(25)=869 cf z M W cc UJI (100)= 0.66 cfs V(100)= 881 cf Q(100)= 0.76 cfs V(100)= 1210 cf 0 Q (, Lu DI 1.11 (BASIN NO.2) co l CL STA.10+65.00,OFFSET 25.75'RT DI1.21 (BASIN NO.4) DI 1.31 (BASIN NO.6) U. w U Lucunj VERTICAL CURB CATCH BASIN,TYPE I,ACHD SD-601,WITH V SUMP CL STA. 18+93.70,OFFSET 68.22,RT CL STA. 12+39.24,OFFSET 15.25'RT ® a 2 GRATE= 2539.99 VERTICAL CURB CATCH BASIN,TYPE I,ACHD SD-601,WITH 1°SUMP DROP INLET,TYPE IV,ACHD SD-604A,WITH 1'SUMP z z w 12"INV.IN- 2537.35 GRATE 2539.51 GRATE= 2541.10 cc 12"INV.OUT=2537.25 12"INV.IN= 2537.05 12"INV.IN = 2538.50 cc® 8 2 13.26 LF 12"PVC @ S= 0.75%TO SDMH 1.10 12"INV.OUT= 2536.95 12"INV.OUT= 2538.40ui 30.25 LF 12"PVC @ S= 0.33%TO SDMH 1.20 39.37 LF 12"PVC @ S= 0.38%TO SDMH 1.30 �c, Q(25)=0.33 cfs V(25)=584 cf Q(100)= 0.51 cfs V(100)= 812 cf Q(25)= 0.64 cfs V(25)= 1130 cf Q(25)= 1.11 cfs V(25)= 2409 cf S�pN A L FN SDMH 1.10 Q(100)= 0.99 cfs V(100)= 1572 cf Q(100)= 1.76 cfs V(100)= 3352 cf ��5 ENSFO O 48"0 MANHOLE,WITH 2'SUMP SDMH 1.20 SDMH 1.30 4 & ACHD SD-611,MODIFIED WITH FLAT LID,IF NEEDED 48"0 MANHOLE,WITH 2-SUMP 48"0 MANHOLE,WITH 2'SUMP 20305 RIM=2540.68± (MATCH SIDEWALK) ACHD SD-611,MODIFIED WITH FLAT LID,IF NEEDED ACHD SD-611,MODIFIED WITH FLAT LID,IF NEEDED 04 30 26 12"INV.IN=2537.15 RIM= 2540.43± (MATCH FINISHED GRADE) RIM= 2542.33(MATCH FINISHED GRADE) `�>' / / Q�® 12"INV.OUT= 2537.05 TO SG 1.10 12"INV.IN= 2536.85 12"INV.IN= 2538.25 Vol OF 12"INV.OUT= 2537.65 TO SB 1.1 12"INV.OUT= 2536.75 TO SG 1.20 12"INV.OUT= 2538.15 TO SG 1.30 yvA H• M 7.33 LF 12"PVC @ S= 1.36%TO SG 1.1 Q 12"INV.OUT= 2537.25 TO SB 1.2 12"INV.OUT= 2538.65 TO SB 1.3 20.26 LF 12"PVC @ S=0.00%TO SB 1.1 6.17 LF 12"PVC @ S= 1.62%TO SG 1.20 7.67 LF 12"PVC @ S= 1.30%TO SG 1.30 8.0 LF 12"PVC @ S= 0.00%TO SB 1.2 8.67 LF 12"PVC @ S= 0.00%TO SB 1.3 SG 1.10 1000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 SG 1.20 SG 1.30 _o 0 (TRAFFIC RATED),WITH 20"BAFFLE SPACING 1000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 1000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 w M RIM IN MH = 2540.76± (MATCH SIDEWALK) (TRAFFIC RATED WITH 20"BAFFLE SPACING (TRAFFIC RATED WITH 20"BAFFLE SPACING F- 0 ( ) ( (T ), (T ), �' Z 5 � - 12"INV.IN = 2536.95 RIM(IN MH) = 2540.54± (MATCH SIDEWALK) RIM(IN MH) = 2542.56± (MATCH FINISHED GRADE) cn o BTM OF BAFFLE IN=2536.10 12 INV.IN = 2536.65 12 INV.IN = 2538.05 ® H co ZL TOP OF BAFFLE OUT=2536.85 BTM OF BAFFLE IN=2535.80 BTM OF BAFFLE IN=2537.20 w O 18"INV.OUT= 2536.10 TOP OF BAFFLE OUT=2536.55 TOP OF BAFFLE OUT=2537.95 X U- 20.26 LF 18 PVC @ S=0.00%TO SB 1.1 18 INV.OUT=2535.80 18 INV.OUT= 2537.20 0 ® 00 8.0 LF 18"PVC @ S=0.00%TO SB 1.2 8.67LF18"PVC @S= 0.00%TOSB1.3 O a SB 1.1 18"INV, SB 1.3= 2537.20 � o[ < ob SEEPAGE BED SB 1.2 @ <cl) ® w 60-L,20.5°W,4.5-D SEEPAGE BED SB 1.3 O cr � (DESIGNED FOR PERCOLATION RATE= 1.1"/HR.) 83'L,20.5'W,5.0'D SEEPAGE BED c TOP OF BED EL.=2539.2 (DESIGNED FOR PERCOLATION RATE= 1.3"/HR.) 861,30.5-W,&D BOTTOM OF BED EL.=2534.7 TOP OF BED EL.=2539.0 (DESIGNED FOR PERCOLATION RATE= 1.5"/HR.) CM o 0 54 LF 18+ PVC(TOP-HALF PERFORATED)@ S=0.00% BOTTOM OF BED EL.=2534.0 TOP OF BED EL.=2541.5 *- a 54.25 LF 12'PVC(PERFORATED)@ S=0.00% 77 LF 18"PVC (TOP-HALF PERFORATED)@ S=0.00% BOTTOM OF BED EL.=2535.5 77 LF 12"PVC (PERFORATED)@ S=0.00% 80 LF 18"PVC(TOP-HALF PERFORATED)@ S=0.00% SEE DETAIL ON SHEET DT-2, 80 LF 12"PVC(PERFORATED)@ S=0.00°� SEE DETAIL ON SHEET DT-2. OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE SEE DETAIL ON SHEET DT-2. DRAINING MATERIALS OF MIN 1"/HR.BACKFILL WITH PIT RUN. OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE M i DRAINING MATERIALS OF MIN 1.3"/HR.BACKFILL WITH PIT RUN. OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE o DRAINING MATERIALS OF A MIN 1.5"/H .BACKFILL NTH PIT RUN. • TEST HOLE TP-6 ® E �__ GROUNDWATER=2533.8-± TEST HOLE TP-12 GROUNDWATER= 2529.6± TEST HOLE TP-9 y-' 4 / c� GROUNDWATER = 2531.1± �e w CL z 0 %_J z NOS SEEPAGE BED NOTES: MONITORING WELL CONTROL POINT DATA 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE,VERIFY 2 1. ALL PIPES CALLED OUT AS PVC(EXCLUDING AWWA C-900)MAY PVC ASTM D 3034 CONTROL POINTS NORTHING EASTING I (SDR35)OR ADS N-12HP. WITH ACHD OR ENGINEER IF NEEDED. 'PIN/PLASTIC CAP 717,821.9 2,435,940.0 a m O w 2. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5'OF COVER. 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS V1 ~ 3:: ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY z CD INFILTRATION FACILITY,AND/OR IF IT IS HIGHER THAN ANTICIPATED. MW o 3. SEE SHEET DT-2 FOR SEEPAGE BED DETAILS. STORM DRAIN MONITORING WELL w - 4. ALL PIPE ANGLES SHALL BE 900 UNLESS OTHERWISE SHOWN. 3. IF ROCK IS ENCOUNTERED;CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-627 U SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL EXCAVATED.IF THE PERCOLATION IS ® '- 5. SEE STREET,GRADING,AND DETAIL SHEETS FOR ADDITIONAL INFORMATION. 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 6. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. FACILITIES. SCALE 1"=40' 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION, 7. USE PLOWABLE FILL TO ACHIEVE COMPACTION WHERE NEEDED. OWG.DATE 04/30/26 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY GEOTECHNICAL REPORT EXCAVATED. PROD. NO. 251114 SOILS AND GROUNDWATER INFORMATION PROVIDED BY ALL WEST REPORT DATED SEPTEMBER 2,2020.GROUNDWATER MONITORING 6. SEEPAGE BEDS SHALL BE CONSTRUCTED PER THE ACHD 2017 STORMWATER DESIGN SHEET 1 O OF 24 FROM DECEMBER 10,2025 TO FEBRUARY 20,2026 PROVIDED BY GUIDELINES BMP 20. GEOTEK. SD- 1 /SHEETS/230609-SD.DING 12-INV=36.75 NMW 1.21 (1) FUTURE PHASE N=718810.7 E=2436227.5 4_ J=35.30_1111Z�1811 INI Zir 4"PIR 12 10 DI 1.61 FUTURE PHASE 4"PIR4 7 STA 11+32.03 DI 1.51 GRATE=2541.69 12.75 LF 12"AWWA T T STA=11+87.01 144.28 LF 12"AWWArr 08 GRATE= TBRG=2541.96-\ C-900 PVC 9 0.78% it AWWA 130.0- 1 3.6 541.42 28.50 LF 12' BLOCK 5 86.00 LF 12"PVC D1 1.60 C-900 PVC @ 0.87 .......... 6.ft _D1 1.71 FUTURE PHASE TBRC=2541.69 C-900 PVC 0 0.35% 17,- ­ 9 0.00%(Perforated) STA=14+58.73-7- ' < A ; �4 STA=17+71.90 GRATE=2542.85 GRATE=2541.47 3 coo SDMH 1.60 4"PIR 79-00 LF 18u PVC @ 0.00% 4 5 1 6 1 7 8 8.75 LF 12-PVC g 1.14% FS: A DI 1.50 TBRC=2543.12 FE STA=11+32.03(0.51 R) (Top Half Perforated) - I TBRC=2541.74 711.70 9 STA=11+87 C) N N a: ® -RIM=2542.33 3 15.50 LF 18-PVC @ 0.00% v v I mwil -',GRATE=254 1.42 8.75 LF 12-PVC @ 1.14% 86.00 LF 181,PVC @ 0.00% '01 6 17 VAf I 1�" I MW 1.71 ;2� 1) STA=17+71.90 I W.ASPENSTONE ST. N=718785.5 (Top Half Perforated) I GRATE=2541.47 4� TBRC=2541.69 22.5' A% 4 PIR SDMH 1.41 11.75 LF 12"AWWA TBRC=2541.74 E=2436782.6- c%j 1 SEEPAGE BED 1.4 51 MW 1.60 0) 1 a- 128.0 STA=14+27.31 (-27.0, 1.5 _T 1­5 L) MW 1.50 N=718473.7--IZ 22-92 LF 12H PVC 9 0.44% C-900 PVC @ 1.70% ...................... FG= 2540.0(MIN) 3 14 1 4. -N=718505.7 - RIM=2539.91 1 SEEPAGE BED 1.6 L6 E=2436630.6 DI 4. P� Lu -E=2436417.g 5 1.62 0�15.50 LF 12-PVC @ 0.00% A lip MW 1.70 85.0 Q. 0, 4"PIR 6 H r FG= 2541.0(MIN) STA=11+32.03 -7 4.91 LF 12u PVC @ 2.04% 1 0000 18"INV- 6"PIR N=718787.0 15.50 LF 18-PVC 0.00% SEEPAGE BED 1.7 37.70 85.0 -GRATE=2541.69- E=2436634.3 INV=38.10 SG 1.70 SDMH 1.40 SEEPAGE BED 1.5 MW 1.61 1 SG 1.40 J[I I TBRC=2541.96 FG= 2542.0(MIN) MW 1.51 122.00 LF 180 PVC 0.00% CD cc STA=14+18.40(-27.01 Q --STA=14+43.42(-27.01 Q A. FG= 2541.2(MIN) L :1 2H AWWA N=718432.0 STA= 17+69.57(27.0-R) cc N=718501.3 (Top Halt Perforated) 4 00 RIM=2539.85 C-900 PVC 9 0.53% 1. E=2436701.6 RIM=2 41.91 15.50 LF 181,PVC 9 0.00% 0- FUTURE on RIM= cc 4 • ;E 2540.00 CIL 4 < 46 E=2436228.4 SG 1.60 6 PHASE - . 8 .4 ­ . I.- i SGT 1.50 4 1 i -I i - STA=11+32.03(43.21R)- 8.75 LF 12"P 1.14 ib 6"PIR- STA=11+84.67(-27.01 Q RIM-2542.97 c6T 10.53 LF 18"PVC mv�v RIM=2541.86 18 INV= 7.85 cjo 8 __ - @ 0.00% U3 Id I Bit FUTURE PHASE W.BERGAMO ST. 10.11 LF 12-PVC @ 0.99% R 79.00 LF 1 PVC zc 90.00% o 31.DI 1.41 2 BLOCK 6 c/> BLOCK 3 f, 28.50 LF 12u AVMA �_4 STA= 14+18.40 C-900 PVC @ 0.53% > GRATE=2539.42 TBRC=2539.69 ......... ­4-. I - 4 .4 4 4 DI 1.40��Jlo 4- STA=14+18.40 J co,I 0 Lu 0- GRATE=2539.42 TBRC=2539.69 a-a cr- _j z MW 1.40 FL CZ0 Lawc N=718657.3 ..4 L.Li _j E=2436223.4 STORM DRAIN DATA STORM DRAIN DATA 0 z 2 STORM DRAIN DATA SEEPAGE BED 1.6 SEEPAGE BED 1.7 >m LL co 0 cm SEEPAGE BED 1.5 C) ffi on STORM DRAIN DATA DI 1.60 (BASIN NO.11) DI 1.70 (BASIN NO.14) z Lij F0. 0 DI 1.50 (BASIN NO.9) CL STA. 14+58.73,OFFSET 15.25,LT CL STA. 17+71.90,OFFSET 15.251 LT SEEPAGE BED 1.4 0 > 0 CO Wog- CL STA. 11+87.01,OFFSET 15.25,LT DROP INLET,TYPE IV,ACHD SD-604A,WITH VSUMP DROP INLET,TYPE IV,ACHD SD-604A,WITH 1'SUMP >-cl U=J uj DROP INLET,TYPE IV,ACHD SD-604A,WITH 11 SUMP GRATE= 2542.85 GRATE=2541.47 %� w DI 1.40 (BASIN NO.7) 0 Lu 4� CL STA. 14+18.40,OFFSET 15.25,LT GRATE= 2541.42 12"INV.OLIT= 2540.35 12'INV.OLIT= 2539.25 cz-) m cmn ® , 12"INV.OLIT= 2538.90 144-28 LF 12"AWWA C-900 PVC @ S= 0.87%TO SDMH 1.60 28.5 LF 12"AWWA C-900 PVC @ S=0.35%TO DI 1.71 !2 2 DROP INLET,TYPE IV,ACHD SD-604A,WITH 1 SUMP W. a a �zr�5 GRATE= 2539.42 28.5 LF 12"AWWA C-900 PVC @ S=0.53%TO DI 1.51 co _j cc 0 0(25)=0.30 cfs V(25)=460 cf Q(25)= 0.41 cfs V(25)= 621 cf w co S2 12u INV.OUT= 2536.9 (n U-CD or Q(25)= 0.36 cfs V(25)= 559 cf Q(1 00)= 0.48 cfs V(1 00)= 639 cf Q(1 00)= 0.65 cfs V(1 00)= 864 cf cr Q. ZE m a- 28.5 LF 12"AWWA C-900 PVC @ S= 0.53%TO DI 1.41 < Z F000m rr T uJ P Q(1 00)= 0.58 cfs V(1 00)= 778 cf Lu 0 0 < U" DI 1.61 (BASIN NO.12) DI 1.71 (BASIN NO.15) 0 OM 0(25)= 1.06 cfs V(25)= 1863 cf C)out 0(100)= 1.64 cfs V(1 00)= 2592 cf DI 1.51 (BASIN NO.10) CL STA. 11+32.03,OFFSET 15.25,LT CL STA. 17+71.90,OFFSET 15.25,RT LL F-0 Lu>CO uj CL STA.11+87.01,OFFSET 15.25,RT DROP INLET,TYPE IV,ACHD SD-604A,WITH 1-SUMP DROP INLET,TYPE IV,ACHD SD-604A,WITH VSUMP 0 E��;'= DROP INLET,TYPE IV GRATE= 2541.69 GRATE= 2541.47 0 ow 2 DI 1.41 (BASIN NO.8) ACHD SD-604A,WITH 1 SUMP CD 1-: u J Z GRATE= 2541.42 12"INV.OLIT= 2539.20 12"INV. IN = 2539.15 z Z C> CL STA. 14+18.40,OFFSET 15.25,RT �or 12"INV.IN = 2538.75 12.75 LF 12" AWWA C-900 PVC @ S= 0.78%TO SDMH 1.60 12"INV.OUT= 2539.05 �g DROP INLET,TYPE IV,ACHD SD-604A,WITH 11 SUMP 8 12"INV.OLIT= 2538.65 8.75 LF 12"PVC @ S= 1.14%TO D1 1.50 cn T ui GRATE= 2539.42 8.75 LF 12"PVC @ S= 1.14%TO D1 1.50 0(25)=0.10 cfs V(25)= 149 cf 12"INV.IN =2536.75 Q(1 00)= 0.15 cfs V(1 00)= 207 cf Q(25)= 0.36 cfs V(25)= 559 cf 12"INV.OLIT= 2536.65 Q(25)=0.25 cfs V(25)= 385 cf Q(1 00)= 0.58 cfs V(1 00)= 778 cf AL 8.75 LF 12"PVC C@ S= 1.14%TO SDMH 1.40 Q(1 00)= 0.40 cfs V(1 00)= 536 cf SDMH 1.60 N Q(25)= 0.93 cfs V(25)= 1639 cf 48"0 MANHOLE,WITH 2'SUMP SG 1.70 Q(1 00)= 1.44 cfs V(100)=2281 cf SG 1.50 ACHD SD-61 1,MODIFIED WITH FLAT LID,IF NEEDED 1 000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 jww 1 000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 RIM=2542.33(MATCH ASPHALT) (TRAFFIC RATED),WITH 20'BAFFLE SPACING 20305 SDMH 1.40 (TRAFFIC RATED),WITH 20-BAFFLE SPACING 12"INV.IN= 2539.10 RIM(IN MH) = 2541.91 t (MATCH SIDEWALK) 04/30/26 48-0 MANHOLE,WITH 2-SUMP RIM (IN MH) = 2541.86--t (MATCH SIDEWALK) 12"INV.IN= 2539.10 12"INV.IN = 2538.95 12"INV.IN = 2538.55 12"INV.OUT= 2539.00 BTM OF BAFFLE IN=2537.10 OF ACHD SD-61 1,MODIFIED WITH FLAT LID,IF NEEDED BTM OF BAFFLE IN=2537.70 11.75 LF 1211 AWWA C-900 PVC @ S= 1.70%TO DI 1.62 TOP OF BAFFLE OUT=2538.85 UA 14. RIM=2539.85(MATCH SIDEWALK) TOP OF BAFFLE OUT=2538.45 18"INV.OUT=2538.10 12"INV.IN= 2536.55 18"INV.OUT= 2537.70 DI 1.62 (BASIN NO.13) 15.5 LF 18"PVC @ S=0.00%TO SB 1.7 12"INV.OLIT= 2536.45 15.5 LF 18"PVC @ S=0.00%TO SB 1.5 CL STA. 11+32.03,OFFSET 15.25,FIT 18"INV.@ SB 1.5= 2538.10 4.91 LF 12"PVC 9 S=2.04%TO SDMH 1.41 18"INV.@ SB 1.5= 2537.70 DROP INLET,TYPE IV,ACHD SD-604A,WITH 1-SUMP GRATE=2541.69 SB 1.7 SDMH 1.41 SB 1.5 12"INV.IN = 2538.80 SEEPAGE BED co- 48"0 MANHOLE,WITH 2'SUMP w m ACHD SD-61 1,MODIFIED WITH FLAT LID,IF NEEDED SEEPAGE BED 12"INV.OUT= 2538.70 85-L,15-W,3'D 0) 1281,6-W,4-D 22.92 LF 12"PVC @ S= 0.44%TO SG 1.60 (DESIGNED FOR PERCOLATION RATE= 1.0"/HR.) 5 C'j ' RIM= 2539.93(MATCH SIDEWALK) (DESIGNED FOR PERCOLATION RATE= 1.0"/HR.) TOP OF BED EL.=2540.5 CS CD 12"INV.IN= 2536.35 R, TOP OF BED EL.=2539.7 SG 1.60 BOTTOM OF BED EL.=2537.5 12"INV.OUT= 2536.25 TO SG 1.40 BOTTOM OF BED EL.=2535.7 1 000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 79 LF 18"PVC (TOP-HALF PERFORATED)@ S=0.00% ww 0 12"INV.OLIT= 2536.75 TO SB 1.4 1." - 122 LF 18-PVC(TOP-HALF PERFORATED)@ S=0.00% (TRAFFIC RATED),WITH 20"BAFFLE SPACING F- < 10.11 LF 12"PVC 9 S= 0.99*/o TO SG 1.40 CO 0 CD RIM(IN MH) = 2542-60t (MATCH FINISHED GRADE) SEE DETAIL ON SHEET DT-2. 0 --1 CD 15.5 LF 12"PVC 9 S= 0.00%TO SB 1.4 SEE DETAIL ON SHEET DT-2. 12"INV.IN =2538.70 ZZ 0 CC 'r BTM OF BAFFLE IN=2537.20 OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE < - SG 1.40 cn a OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE TOP OF BAFFLE OUT=2538.60 DRAINING MATERIALS OF A MIN 1.071111.BACKFILL WITH PIT RUN. O0 CC 1 000-GAL.SAND&GREASE TRAP PER ISPWC SD-624 cr Ill OD DRAINING MATERIALS OF A MIN 1.0"/HR.BACKFILL WITH PIT RUN. 18H INV.OUT= 2537-85 0 (TRAFFIC RATED),WITH 29-BAFFLE SPACING 10.53 LF 18"PVC @ S=0.00%TO SB 1.6 cm RIM (IN MH) = 2540.03.-t (MATCH SIDEWALK) 0) 18"INV.@ SB 1.6= 2537.85 TEST HOLE TP-1 3 cm 12"INV.IN = 2536.15 0 0 TEST HOLE TP-1 1 GROUNDWATER NOT ENCOUNTERED AT 2530.0t BTM OF BAFFLE IN=2535.30 GROUNDWATER= 2531.2± SB 1.6 a. TOP OF BAFFLE OLIT=2536.05 SEEPAGE BED 18"INV.OUT= 2535.30 851L,15'W,3.2D 15.5 LF 18"PVC C@ S=0.00%TO S13 1.4 (DESIGNED FOR PERCOLATION RATE= 1.5"/HR.) 18"INV.@ SB 1.4= 2535.30 TOP OF BED EL.=2539.4 SB 1.3 BOTTOM OF BED EL.=2536.2 0 SEEPAGE BED 79 LF 18"PVC(TOP-HALF PERFORATED)@ S=0.00% 921,30-W,6-D 5 "MR.) SEE DETAIL ON SHEET DT-2. (DESIGNED FOR PERCOLATION RATE= 1.5 U-1 TOP OF BED EL.=2538.5 cn OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE BOTTOM OF BED EL.=2532.5 DRAINING MATERIALS OF A MIN 1.5"/HR.BACKFILL WITH PIT RUN. 86 LF 18"PVC(TOP-HALF PERFORATED)@ S=0.00% 86 LF 12"PVC(PERFORATED)9 5=0.00% LIJ TEST HOLE TP4 z SEE DETAIL ON SHEET DT-2. 8111111111m 0 uj GROUNDWATER= 2532.2t U- < OVER EXCAVATE BOTTOM OF BED BELOW SAND LAYER TO FREE 464) 0 m DRAINING MATERIALS OF A MIN 1.5"/HR.BACKFILL WITH PIT RUN. .14- 6E Lu TEST HOLE TP-1 2 NOTES: SEEPAGE BED NOTES: V) a 0 GROUNDWATER= 2529.6:t 1. ALL PIPES CALLED OUT AS PVC(EXCLUDING AWWA C-900)MAY BE PVC ASTM 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE,VERIFY F_ -_ Iiii- UJ D 3034(SDR35)OR ADS N-1 2HP. WITH ACHD OR ENGINEER IF NEEDED, co 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS w 2. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5'OF COVER. ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY 3. 'SEE SHEET DT-2 FOR SEEPAGE BED DETAILS. INFILTRATION FACILITY,AND/OR IF IT IS HIGHER THAN ANTICIPATED. F-: 4. ALL PIPE ANGLES SHALL BE 900 UNLESS OTHERWISE SHOWN. 3. IF ROCK IS ENCOUNTERED;CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL EXCAVATED.IF THE PERCOLATION IS 5. SEE STREET,GRADING,AND DETAIL SHEETS FOR ADDITIONAL INFORMATION. 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 SCALE 1 40' 6. ALL TREES MUST BE OFFSET A MINIMUM OF 1 O-FEET FROM ALL STORM DRAIN SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. MONITORING WELL CONTROL POINT DATA FACILITIES. 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION. CONTROL POINTS NORTHING EASTING DWG.DATE 04/30/26 GEOTECHNICAL REPORT 7. USE FLOWABLE FILL TO ACHIEVE COMPACTION WHERE NEEDED. t PIN/PLASTIC CAP 717,821.9 2,435,940.0 PROD. NO. 251114 SOILS AND GROUNDWATER INFORMATION PROVIDED BY ALL WEST 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY REPORT DATED SEPTEMBER 2,2020.GROUNDWATER MONITORING EXCAVATED. MW SHEET 11 OF 24 FROM DECEMBER 10,2025 TO FEBRUARY 20,2026 PROVIDED BY GEOTEK. 6. SEEPAGE BEDS SHALL BE CONSTRUCTED PER THE ACHD 2017 STORMWATER DESIGN STORM DRAIN MONITORING WELL % .90.477 00, 3 _Z_ .�A _ GUIDELINES BMP 20. PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-627 SD-2 /SHEETS/230609-SD.DWG I I I I I � I I ' � � P I I I I I I I I E' � ►— 14 ( `4 II I I I RF I I I I } I FM� , 1 1 I I I I 1 I I I I I I I I I I I I I -1 III II I �I I I i I ! � I I II II � I► I ! III III I II III III � �� a I II III III } lII1 �- - II II I � I III I I I� I I16 � I I PI PI ► I I I rIII .:a°d.a••:®d �a+R•II PII+�I PI I PP IIP I —.0m_ . .. . .... d PI. . 8...P P°PI PI-I . a. ti1.o®..:•aP i _. PI._..• <.s .-.e-- .I P-I.II a1II•NII II0�`N Ir,`.-;�-II I (__° - o II II I 1iI`1I I I—II 1 IIF II II I — I—ILa— " SSCO SPDY 14SSC0 SPDY 1 PI II 4P "P 4"PIR 4"PIR 4"PIR aD BLOCK J 3 BLOCK 6 4 PiR 1 2 3 4 5 6 7 8 9 10 1112 13 14 15BLOCK 4 4-7 a 4. -SB1.7 SB 1.4 PI d � 2 cc 6 CD co Pi co II}I1 II II I I II�III II1++i I�IIdpI III II1 g I III III I II}l II IIII I III I I d IIJ-IlI IIII°I-I Il III I1-I-IIII II-Ii �I1iI IIII I I 1 1I I I- I I I1 I I(I III1 I i1 I — C 1I i 1 - - ---�—rI-— —--5 _-0=- 25 0�P' 50 10 0 150 sv 8 s"W 8nw 8V 80V21- SCALE IN FEET SSCO-SPDY 01' \� —W.BERGAMO ST. 22 2 8" - 24 25 W.BERGAVO _8"S 8"S 8s -27 SSMH SPDY 14 PiSSMH SPDY Ofi °°I cn 4 Mv�o,SSMH SP d DY13CD PI ,L, SSMH SPDY 12 cc co 4 a 8 PHAW SSMH SPDY 09.1 a F pFNCO■� � P,G� oJJ,' � o®-®_CW, .J � dSB 1.2 11 CL ® W z ��. � BLOCK 6 L _ _19 18 17 16 15 14 1310 m3 coo 7 11 BLOCK 7 cm BLOCK LLJ r(^®W Ps°PIR 4 PIR PI 14.1IN WSSMH SPDY O !L 2 9 6 12 � EL —SB 1.5 J 6PIR cc C/3 o cr.- Cc 8uw STO WASPN411W. NE ST. W.ASPENSTONE ST. � a 6 26 0 4 8S -8S..6"PIR0 Up SPDY 05 6"PIR 6PI SSMH SPDY — ®W co CS ZZ BLOCK 3 SSCO SPDY 11 BLOCK 6 LEGEND 2 3 4 g SB 1.6 �Pi 1� SYSTEM & L a EEPAEB�6"PIR— SEEPAGE 60PIR STREET LIGHT 2 SEWER LINE MANHOLE AL SSMH SPDY 04 PI2 16 TER LINE WITH VALVE 3 g WA v Go FIRE HYDRANT WITH GATE VALVEBLOCK P, If I I 20305 4FIR d PRESSURE IRRIGATION LINE/VALVE 1 30 263 PRESSURE IRRIGATION SERVICE N . a a W OE` W 8W �Q 17- PRESSURE IRRIGATION DRAIN yV H. w W.PINESTONE ST. 19"S _20 21-W.PINESTONEST. � - J� — � 6 '6I a a _ d f BII.1I)I as � 8"s d - co ° 4 PI °1 4 H II1I d I II1I}I —I1II 1I PI MDY OS o P, SSMH SPDY 07�s SSH SP - I1I!1II III I II I I1I 0 SSCO SPDY 08 M PUMP STATION,SEE SHEET PP-1 SSH SPDY 09 �SB 1.� SSMH SPDY 10 "IN� — - - 00 RMNEPHME Q °D< Q 04 BLOCK 2 �' ?c° RI -aco CYGA AcGFs wC SEE SHEET DT-1 o�oaa N Uo- - GRAVITY IRRIGATION DELIVERY BOX SEE 1 r _ __ -r®J I - .III -•°•d:"::a eer:`° ..rr P1I I -CP•®PI i Pr "-o�° emsR_\1-7 U-r.RE-p z—.i-.._Q......•:c-:_a c b °a_—_.-,.-4,.-.:..._.._a,:FCvII•,:t`�oda1I—\_°.. _II.,:1III I.#.III.1.I—..,_.:,...,...-,�;►�(<I\1,\�_° III SSMH SPDY 03 .®.._�I.,-.,.._...-��I.--�•,v\"\...-1'_—-....-.-e -_...-.I.-( ------a=.`__._—•-°;_°1I---°-ILI—-ed'-.I—. .=} ...q.,.,.'_a.•a"___.$—""I"�I a"'•"—':'.e.�ti.-._.-.:'..-'.. ao-dO o_-d. �I .^.4-ma( -c .--.^...—_IIIT:a1I'Il�e-I..°a.``�::.-'..��a.IL�II-I 1 III1•iIIIi I._--IIII.iinIi IIIIi.i-i I,-•-i".—a,--_,.g®-.—1a':-.�a—4II IIiIiII i(i'--'m -a —- a--ma°y-aIId-mo-°-:_.o--___--LI .°_�..Ir ._-•C4—° _I ��—°—I I t�II I . A-_—- ----E—f___—�aesms gom_"'S.®te.....-a._.>—._.-P_-..E.am.Gv-_�®-'.III�I 1_/.,_III pI T1__III I-Il�I I I IlI I d--Im4I(I CI�E=►G�`-II I IiI.III I.I��IIIII I I I .� l.a I_ ° I IIIIII1II I!1II III 50I I I'I II IIIIIIII - qIIII I IIII\ --_ . .- - ooGRAVITY IRRIGATION PLANS FOR CHECK o ® °OSTRUCTURE AND DELIVERY DETAILS ONDARY z RPESSURE IRRIGATION SEC w 0 0I.SOURCE,SEE SHEET PIR-1 4EPIR 4"PIR 4"PIR ® ® 4"LINE WATER FOR PRESSURE IRRIGATION °° - - - __ NSECONDARY SOURCE,sEESHEETS-1 -__-------------------- I? FUTURE PUBLIC ALLEY _BLOCK 4"PIR— oo —4EPIR _4"PIR aSSMH SPDY 02 -4 PIR 4PIR W � 4"PIR Pi ® EIG MILE LATERAL 06PIR 6"PIR 0 RIG F-WAY,25,EACH PI 4"PIR— SID OF CENTERLINEP 2SVC SSCO SPDY 01 � OHOSESS m � I- -- 1 R N&PROTECTMST. LPHONE RISER s"s SSMH SPDY 01 I� RETAIN PROTECT ?N LEMST.FIRE H1�1-4 8V 48"0 GRAVITY IR 1T RANT° IIll o O , ° —ISECONDARY GRAVEL ACCESS SECONDARY GRAVEL ACCESS DT-1_ SEE SHEET DT j od sup co W.ALDERSTONE ST. w_- CL TER CROSSING,SEEAt FUTURE W.ALDERSTONE ST. �g sW DETAILS,SHEET S4 _ - _ - - FUTURE W.ALDERSTONE ST. z 18Sa- " - � _ �` gSte- - �G E� .i 77 O r-471—O t i I I i � F w ;� I� .11 ca �I , . Ids ` BIRCHSTONE CREEKEPXfLu SUBDIVISION° s I.s O CDO o L�I_ __ 60PI s"�R— _6"PIR 6"PIR SCALE 1, 50 D _6"PIR -6"PIR' 04- EX SSCO-16 SB 1.1 DWG.DATE 04/30/26 FUTURE VERTICAL CURB,GUTTER S DEWAK BY OTHERS .d B,G PROD. NO. 251114 RE VERTICAL CUR ALK BY OTHERSAND s1D d• ir . Q r a d ° a IRR 0 �.Ofn Oh r O Ohl O oHF OI:' ,fp Q 09i O ' 0 GAG GAS GAS I i OHP1 W.USTICK ROAD EX-SSMH-16 9 WUSTICK ROAD 01'n 01 IF' ss W. EP � ' ss s n ss ss ss ss ss ss- s v.. ._ _. _ _. �. _ _ ..... W.USTICK ROAD -- _' /SHEETS/251114—UTIL-I.DRUG SSMH SPDY os 900 � $'sue SEE SHEET S-6 8"S 21 90° W.BERGAMO sT. � 2 TYP. STA=19+36.47 N3 N3 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 W 2552 2552 N2 ° -7-7777 _ • d N a co �: � r '- , i SSMH SPDY 12 W co S STA=21+19.58 S I = a ` ° �^ "~ ®� L "� � " "" W 2548 2548 c*� crS +ch M +e� m +�„� m + co 00 � W as ° NON NJN c� N r�i � " II co N f W ;— cvcv J °... II "� II II II II cn " �1` �/� —a � C v °D � ~ � " ' °. !� V try Ca V5 V � �j �♦ O ® � ® � c�i + ® • c o c� o p II + c� ia. a eo cn w LU Grp �; o .-u- toc > " .-- v, � wr II = mac IIcc ul) 4 Lu 1$ ��� 1 19 1� 2544 _ > o � s11 + o � � Ma � � � � ��1 a `� 2544 17 cn - � �, 1 1 �' v2i � w II v � .��.� � it FINISHED GROUND v� �r � u�� NOTES: ° ` cn a� e c w 11 AT SEWER LINE • BLOCK 3 w 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ° T m°. Pi PI Pi Pi ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE a _- f ..-- CONTRACTOR SHALL DETERMINE THE EXACT LOCATION .m N4 6 PIR 4°PIR 2540 .- 2540 OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GROUND THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ° W6 ' �°C-, AT SEWER LINE !�y �i,Q W yam•;► ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO A 8 LF <° - - �" N2t4 W \'S' a. G °. _ cn T12 V6 H TB TB EXACTLY LOCATE AND PRESERVE Y AND ALL 1 I y� _ co UNDERGROUND UTILITIES.DIG LINE TELEPHONE NUMBER ' l ° ° I I sp IS 1-800-342-1585. 1 2536 co 2536 III .Q 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD SW3.INSTALL II11: I I I"— I1 W SERVICE AND/OR MARKER AS NEEDED. Y ' I UJIuj ® N 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE ° I-- -- �- ° g 2532 I I co 2532 NOTED AND SHALL HAVE A MINIMUM 2%SLOPE IN 6"PIR SSMH SPDY 05 : .� ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN STA=17+11.68 `. • P, �, I S STANDARDS FOR PUBLIC WORKS CONSTRUCTION. E20 I I ® C cc II N� ® 4. MIDSECTION/SECTION WATER MAINS SHALL HAVE 5°OF °$ .. a°`e: S1 � � ` I 9 W COVER N.AVELLINO WA IN ALL OTHER AREAS THE 2528 2528 z( �� I � � sC= 1s+59 2 30 ®�om WATER MAINS SHALL HAVE 4'OF COVER. SL=52° I I �"" SI= 2534.8 umi 5. OWNER T VERIFY T i t 43.72 LF 114.00 LF Cm cn a OWE 0 R ALL EXISTING STRUCTURES,WELLS °° 169.97 LF 8"PVC � ® — ��� A SEPTIC SYSTEMS ` �® N3 . a I I VC 0.50°/fl 8 PVC @ 0.45 I� Z AND S C S S EMS HAVE BEEN PROPERLY REMOVED. P 246.00 LF 8 P @ W O WELLS SHALL BE ABANDONED PER IDWR . + "' ® (� w o ®: j r TB + _ M I I 48.00 LF 8"PVC @ 0.50°� m W m REQUIREMENTS. CONTRACTOR SHALL CONTACT gyp® E20 TB ' co_ r, e� 2524 2524 W SSMH SPDY 04 r " 8 PVC @ 0.50% CJ PROJECT ENGINEER IF ANY EXISTING WELLS OR SEPTIC a® � �; H v I I - -_ Q O 2 W STA=16+37.68 ®°. cn cn cn — e� cn ®® — SYSTEMS ARE ENCOUNTERED. �J, BLOCK 3 I __ - cn 2Ecn i` �co CIO V6 nTB C'q " C-4 00 a. uj TB I-7 4, -, CONTRACTOR SHALL VERIFY THE EXISTING �; cv ao � ant 'Tr �...,� ®� - WATER LIST OF MATERIALS l E8 � " I- " " N . 1 !2 ° C�I ; N �i LOCATION AND INVERTS OF THE EXISTING � N � "` � a II 11 li.a.. � ® E18 2520 N II � �- 2520 W BLOCK 1 . °° (/i N cm N SEWER DATA PRIOR TO CONSTRUCTION n u II i- n = z -- DESCRIPTION .� U. N r � � o � ® > > O �� W6 �„� n 11 OF NEW SEWER LINE EXTENSION o - _ ® _ > z _ 0 -5 A8 ADAPTER,8",FLG.X MJ o0 8"ill( p = z ® ate > a > z ao � �,�. c� W W O a z - co J vs 1191 >N3 12 LF N3 `jJ > za co °° W 2"BLOW-OFF,WITH 8"OR 12'VALVE,MJ(PRIOR TO BLOW-OFF)ASSEMBLY PER �"_ °Q� ° - _ - co 0 0 0 cc 62 CITY OF MERIDIAN SUPPLEMENT STD.DWG.W13 ' ti 0 ° �� 90 " 17 � co ZZw 1° N2 �� 1�° _ 2516 0 14 _ 2516 �� �- WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVE R OR EQUIV.(THAT IS a -_ W8 °°S � --- W ®c� BFP APPROVED BY THE ENGINEER AND CITY OF MERIDIAN WATER DEPT.). VALVE WHEELS :8 _ = e �. =W S SSMH SPDY 07 SSMH SP Co °--Cc SHALL BE CHAINED TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. Pi =�._:... �2��� �0�� ���e: STA=16+14.87 STA=17+ N. AVEELLINO WAY soll C8 PLUG OR CAP,8' ' ��� ,gyp % Q®� �QNAL E8 ELBOW,8",11-1/4o,MJ f �O°Q� a _ C= STA=17+ 2512 2512 0� ° 15 gas 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 Q E10 ELBOW,12,11-1/4,MJ 20305 as E18 ELBOW,8",22- /2°, TB Vs V12 V12 T22 ° • 900 �9r N2 BLOCK 2 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 13+60 13+20 12+80 1004 o ®. 900 E20 ELBOW,8",22-1/20,MJ g TB E20 ° ' 2552 2552 2552 2552 ®sy E°� �. E28 ELBOW,8',450,MJ SSMH SPDY 03 TB RMRE PM SE STA=14+63.72 N2 ® . BFP Pi OH FIRE HYDRANT ASSEMBLY,COMPLETE PER CITY OF MERIDIAN SUPPLEMENTAL ®.. V13 J STANDARD DWG.S W8&W9. a- �'c` S IL--PRESSURE IRRIGATION �-AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES(FIRE HYDRANT 1 W4 N6 P1 SECONDARY SOURCE, 2548 �: - 2548 2548 co 2548 ® o 1250-*'TO THE WEST AND N.CHRISTIAN WAY TO THE EAST),THE q5b t�, SEE SHEET PIR-1 N T r- 9 5 ccoo ti W Go CONTRACTOR SHALL COMPLETE THE INTERCONNECTION AS SHOWN T r° co N o c_j In o �s F_- cal 0) N1 E EXISTING 12"WATER MAIN IN W.USTICK RD. CONTRACTOR SHALL 1 . a a Pi _ co `� r ® o a� N a d- °' SCHEDULE AND COORDINATE ALL WORK WITH THE CITY OF MERIDIAN ' TB V4 T11 '. I ®- jp a,, N `'' ® ��,. v `" o 11 �}- T BLOCK o + � o w 11 + � N 0 _00 N WATER DEPARTMENT PRIOR TO CONSTRUCTION. N2 4@'PIR n op. c > o c'i + ® r` w r c" °� tj '' �- r� w II ® 11 -} ► � M J = w II ,�. x `�- 2544 _ u a ti al "' 2544 2544 o f w u 2544 `� o oSEE WATER NOTE 2 AND SEWER NOTE 2 ON THE E SHEET.(ADJUST WATER SSMH SPDY 02 o '-' cn 11J *- c° + v p °O -- r- L N2 ° .° E20 TB _ cL'• _ 11 EXISTING GROUND ® 11 + n in ac c~n cn �r cc cn 1-- _ MAIN AS NEEDED,TO MAINTAIN MINIMUM SEPARATION. STA=13+45.72 - cn U) � oC cn < cn o a �, T-- `� o 1590 - - c cn co i,._ ` AT SEWER LINE v� � w r II _ ® ao D ii Pi °.. Pi _._ _ —- _- 'cn et OC to c j °i II � - - � ® .,o N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. 6`°PIR 6 P!R 00 J I - _.._®` �a-. V Q -- — . . �. ,L _ .- _. cn er p cn cn FINISHED N4 DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. w 2"SVC SPDY 01cn Pi ` �^ �� - `` ----- --- GROUND Q ®^ SSMH s 2540 2540 2540 AT SEWER 2540 , Lu 00 N5 RETAIN&PROTECT GAS MAIN STA=12+98.00 a , LINE z c" LLJ FINISHED GROUND o HOSEBi6 PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF - 790 ") E10 TB W AT SEWER LINE EXISTING N6 SSCO SPDY 01 8 S . = G GROUND AT MERIDIAN WATER.SEE SHEET SHEET PIRR-1 FOR ADDITIONAL INFORMATION. STA=13+44.00 1 900 N ° SEWER LINE ® a ° O TEE,8"X 80 X 6",MJ X MJ X FLG. TB B2 L _ 8`6 If T22 V12 Vi 2 V8 TB 2536 c �s0 N2 d —. 2536 2536 2536 T11 TEE,12"X 12'X 8",ALL FLG. co �.... T12 TEE,12'X 12"X 6',MJ X MJ X FLG. an ° W 8.5' 12.5' a W rrj= --J ® W U. T16 TEE,80 X 8"X 6",ALL FLG. ' <. a/ cl) . o ® 2532 2532 2532 2532 ® .-. T22 TEE,12"X 12'X 8",ALL FLG. a Pi a W o CL i° ° E10 aa. ® i— T26 TEE,8 X 8 X 8,ALL FLG. .� 0 9.° N ® � °i I cn TB p Z T28 TEE,12"X 12 X 12u,ALL FLG. oo w oc .66 LF w m m 2 ii 220 � cn � � OP.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN)SEE WATER NOTE UNPLATTED :° I ti 528 70.00 LF $ PVC @ 0.45% 2528 2528 2528 ® = U #1 (TITLE SHEET)AND PER ISPWC STD.DWG.SD-403 8°°PVC @ 0.46% I— VV z O I "PVC 0.45% � Q ...,J 0 11i9.97 LF 8 @ V4 VALVE,4'GATE,FLG,X MJ TB 44.00 LF ® ® CL Q E10 =°$ f ;� 04 ,o g°i PVC @ 0.50% Wcr V6 VALVE,6"GATE,FLG.X MJ ° c`r Y `- a� N p� CU W 2524 W M; � � �C%J ® 2524 2524 2524 t-- V8 VALVE,8"GATE,FLG.X MJ Pi === - i c w -�-� ®° 4t N3 cO LS n n �- = w V12 VALVE,12 GATE,FLG.X MJ o - �:o Lo N 11 II a = > r aco c" cj Q � — V13 VALVE,4'GATE,ALL MJ ° 'P\ dl, z ®O co � " N �; o � aLIJ > 1 o =Lu z IIco 04 N " N � � W4 WATER MAIN,4"PVC,C-900 z 1 e 2520 co> = - 2520 2520 0 = f 2520 0 �- Q a co a z W6 WATER MAIN,6 PVC,C-900 - z - - U) _ co - r , N. AVELLINO WAYco W8 WATER MAIN,8 PVC,C-900 �r � T WATER MAIN,12'PVC,C-900 2516 2516 2516 2516 SCALE 1°°=40' 1°°=4° HORIZ VERT S1 1"SINGLE WATER SERVICE CONNECTION WITH 3/4"METER AND 3/4"METER FUTURE VERTICAL CURB,GUTTER 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+6® DWG.DATE 04/30/26 SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S W1,W2&W6. EX SSCO-16/ N2 AND SIDEWALK,BY OTHERS STUB O UT (W) STA=10+50.00 ° PROJ. NO. 251114 1"DOUBLE WATER SERVICE CONNECTION WITH 3/4"METER AND 3/4'METER Icm ° a °.`'� .°'.a- -- m- ' ° 6 ° SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S W1,W3&W6. • + N1 w "gym 2512 2512 SHEET 13 OF 2'4 :L S 4'SINGLE WATER METERED CONNECTION WITH 4"METER AND PER CITY �~ co N5 - == = - HORIZONTAL VERTICAL 13+6® 13+2® 12+80 OF MERIDIAN SUPPLEMENTAL DWG.W5,EXCLUDING BYPASS PIPING. 0 0 0 "�-' �ot" o"� 0Hp 40 20 0 40 80 120 4 2 0 4 8 12 GAS GAS -12WGAI, X12 CROSS,12"X 12"X 8'X W,ALL FLG. EX-SSMH-16 EP EP 6mmmE - S. 1 _ -W.USTICKROAD_ _ _STA=10+00.00 90® T28 V12iV12 V12 TB �W.USTICK ROAD SCALE IN FEET SCALE IN FEET SS SS S SS v SS SS SS SS /SHEETS/251114-SS.DWG SEE SHEET S-1 SEE SHEET S-3 SEE SHEET S-3 CI ° 4"PIR-= 6"PIR .®- _ I ° a `d a a we vo M 6„PIR J d . U- . A8 W6 ' l PI SSMH SPDY 11 8"W (( ° RI d . SC=21+19 co STA=23+80.28 T26 33 LF Wg 100 LI ~ Q - - 1 14 °c � SL= 40 ° . SC- 2 + a SC=23+80 W.ASPENSTONE, LU Q< Pi 8 SI= 2536.8 SL=48' 4 13 SL= 35° 90° 900 8°'S' - m : 6„PIR 6"PIR 6 PIR S N3 S SI=2536.8 �, Pf SI= 2538.2 _ gNi co L f1 C"vT S W$ °O W E20 TB ° PI PI PI Pi ° . S1 a W8 ° Lu a Pf � � � N3 g BLOCK 3 SC= 20+74 :qa60 BLOCK 6 ' tl1 <: , SC= 16+59. 2 3 4 5 7 SL= 40' SC=20+69 SC= 23+33 0 I 52 SI= 2537.1 SL=48° 3 14 SL= 3T N2 ° ° U � N3 S1= 2537.1 ,- 6°PIR .fr SI=2534.8 ui SI= 2538.4 q co 4 CD N3 TB � N TB o I 6„PIR N3 SC= 23+05 2 LU °' p E2Q TB + _ CON �, M N M cc I SC= 20+29 P` 4w SL=51' d ° 1 `'' TB *-do N 'n �-"' �" a SC=20+24 o SC=22+91 Q o d W IY i N II If ff II II N V$ fl fl N SL= 48 SI=2538.6 r'- ° If II U J _ c� _ U it 6 SL=40' SI= 2537.4 2 15 SL= 37° r S= I7.68 o° ®. BLOCKS UJ n H �� � cncoo v$ �� � o o cn SI=2537.4 N3 Si SI=2538.E °.° g t� �✓ TB V6 S A8 T26 AB V8 V8 TB c.� � J LV ® ' ' S S1 Si z a° ui lei ° E8 ° ° e T26 � T7 V6 H TB TB a 3 m E18 m d a _ 1 a I ao N3 SC=22+58 BLOCK 1 12 L_o W6 N2 33 LF � � W6 � SI= 2538.8 � F g,,W 119 LF 8"W 8"� 8',W ®o O N3 N3 N2 N3 210 LF 8"W _ 8� 10.5 8"W 234 LF : T26 A8 V8 V8 TB N3 1�►8 � `\ 90° t7 �g N3 - N3 - W8 N2 SC=22+22 > \ g„S.44 1 „ W.PINESTONE St. 19 gp° 20 N3 - N3 u1i �% N2 �6 ���° _ g®° N2 $S g„S g„ 7.5 2� W.PINESTONE ST. gUs 22 90° 90° SL=49' 4 cc N2 _ _ W8 S . _ 1=253 .0 s- w 90® Z " ..- .` _ . SSMH SPDY 10 1 cc a° - �� ��'�• SSMH SPDY 07 SSMH SPDY 08 e . ° a ° a _ ° 7 Pt = d e STA=16+14.87 STA=17+43.90 SSMH SPDY09 STA=22+21.54 ®W J 0� Q\�� Pf STA=19+57.54 W8 _ o e �. I °` S I � J� e ��. y SSCO SPDY 08 I 1 _ - S S S S S �_ STA=17+89.90 I coca I: ( ®� �'�.. C', o s, co o�.. ao o T- I ® o o M io M � o� M O - CG cY3 ° P I + M -I- M M � MMti tiMo r, ti � M � 1M; 4m o ° ° I:"� loo -I- +M �o +M M _ ,.. I°. I i ,.- I I I SC=22+73 coii � � Ilto oflan III il �, + M - II - vs ° 30 -i N � N o II u� I tc� II II II Lo d SL= 51 >- 4 d f A cn RIM N '`� N *-� N .---, N NaJN ClN_j NON r� N r_.1N I'.� Cg � LL, p I1 I I B2 I I::�1 11 it II tl o cn o N N ° I I a I o N n II n u u n u n u II n I N3 I I SI=2539.3 J ® � (� u n gp o o U in U en U va co cn U cn I I° II II II cn cn � � NZ T I "' U cn v 1 cn U cn U to c.a cn �,,cn C7 TB V8 VI V12 T22 °: °. ���F BLOCK 2 I > TB I I ° o o la .l 1 20' I I �-- N 90° ° z I" 30 CITY OF MERIDIAN SEWER III OND EL A W z TB E20 ° c 1 I=. :� II I II I o I I &WATER EASEMENT S: I I �a SEE SHEET DT-1 ® co ;v Co Ly E20 ° a FMREPIIASE (�I III ,�. S I I I Pi - - I�.I f�lTl/REPHASE CITY MERIDIAN I 30' :I w W o SSMH SPDY 03 WE I TB I.` I I I I I &WATER EAS ME I I I I SC=23+18 ® 0 �"' STA=14+63.72 ° - BFP Pf I I �� _ N2 ( _ . .- � � � N3 � SI- 2539.E M S PRESSURE IRRIGATION �- I I I I ( � I .I IIi I I :, FUTURE SERVICE W W M �- W4 cc c„ PI SECONDARY SOURCE, i:1 1 I I I\\ ° 4"PIR 1 ®�cc a j F . N6 -4 PIR 4°,PIR �' W SEE SHEET PIR-1 �. I I I I I r� Q �' 8 LF Z Q \ - � � I ¢ 090SIS_ _ _ - _ _ _ _ IWATER LIST OF MATERIALS 0 Pi i I II -cc o I - - _ - 1= (�) ° 1 SC=23+63 DESCRIPTION � o TB V4 T11 `�. ' FUTURE PUBLIC ALLEY - �- I SL= 51' A8 ADAPTER,8",FLG.X MJ0 SEE SHEET S-1 SEE SHEET S-�' oo � (VOTES: 62 2"BLOW-OFF,WITH 8"OR 12"VALVE,MJ(PRIOR TO BLOW-OFF)ASSEMBLY PER z M CITY OF MERIDIAN SUPPLEMENT STD.DWG.W13 1 a 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL 0 DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL HORIZONTAL WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVENTER OR EQUIV.(THAT ISyj RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 40 20 0 40 80 120 BFP APPROVED BY E ENGINEER AND CITY OF MERIDIAN WATER DEPT.). VALVE WHEELS UNDERGROUND UTILITIES.DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. SHALL BE CHAINED TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. C8 PLUG OR CAP,8" 5ONAL p�G' 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD SW3.INSTALL SERVICE SCALE IN FEET 6c� ENSF® AND/OR MARKER AS NEEDED. E8 ELBOW,8",11-1/4°,MJ aO �' 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED AND SHALL HAVE A MINIMUM 2%SLOPE,IN ACCORDANCE WITH VERTICAL E1 EELBOW,12",11-1/4°,MJ 20305 04/30/26 THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 4 2 0 4 8 12 s� �o E18 ELBOW,8",22-1/2°,MJ vOS,�PF OF 4. MIDSECTION/SECTION WATER MAINS SHALL HAVE 5 OF COVER(N.AVELLINO WAY).IN ALL OTHER AREAS THE WATER MAINS SHALL HAVE 4'OF COVER. SCALE IN FEET E20 ELBOW,8",22-1/2°,NIJ 5. OWNER TO VERIFY ALL EXISTING STRUCTURES,WELLS AND SEPTIC SYSTEMS HAVE BEEN PROPERLY REMOVED. WELLS SHALL E28 ELBOW,8",45°,MJ BE ABANDONED PER IDWR REQUIREMENTS. CONTRACTOR SHALL CONTACT PROJECT ENGINEER IF ANY EXISTING WELLS OR H FIRE HYDRANT ASSEMBLY,COMPLETE PER CITY OF MERIDIAN SUPPLEMENTAL 0 � SEPTIC SYSTEMS ARE ENCOUNTERED. STANDARD DWG.S W8&W9. AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES(FIRE HYDRANT w 00 14+40 14+80 15+20 15+60 16+00 16+40 1680 17+20 17+60 18+00 18+40 18+80 19+2 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 17+20 17+60 18+00 18+40 1250± TO THE WEST AND N.CHRISTIAN WAY TO THE EAST),THE _ cq �- 2552 2552 2552 2552 M1 CO CTOR SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO to N THE EXISTING 12 WATER MAIN IN W.USTICK RD. CONTRACTOR SHALL 00 IJ SCHEDULE AND COORDINATE ALL WORK WITH THE CITY OF MERIDIAN �i o WATER DEPARTMENT PRIOR TO CONSTRUCTION. w ® v J � Q _ ® n co ~ ,..: SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET.(ADJUST WATER Q o ® °C c � �` M � � � MAIN AS NEEDED,TO MAINTAIN MINIMUM SEPARATION. 0 � v00i ® �n o rn ® rt Lq M - - _ 2548 C'iN co r NCC! o N N + 2548 2548 2548 N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. _ co o � � co � oN ® oN � �- c > NN � 0 ® a, >- o N cc + o~o Ui o a, �n ® s II + r to N li r EXISTING a tea- u et o ch �` _ > o o ao ® if + o a� N M N M cn w II _ w II :� oo �' `� o GROUND N4 DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. f.e_I iZ > -r- + N EXISTING GROUND .-+ = me cn o Q, ch'~ w ®o + � � � ,- II IS if + � ate. _ > ti _ mow II too � F-- >- oN .r + ® ® f! � ® AT SE R ���: = w II ;` °- � �' o � wT- II AT SEWER LINE � _ � 'Qu' cn �tlrcno os If + N � � > I� ¢� Q cn w II J cn o - f- }; > *- w ,- it N5 RETAIN&PROTECT GAS MAIN a� cn oti � I-- � � w p 10 _ mow li cn � cr cn� cn � � II o .m If LINE N o 2544 cn � frto� � 0 � a � � _ � < � __-- -_ _--_--_ w II U Q � o fn o - I- �- o - I--- +�+ ----- 2544 2544 � � < cn cn I- 2544 PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF r- o- u' °c cn c �' °C cn ...-- ®------ -- cn � oc cF- c" o cc c"c' _.--- N6 MERIDIAN WATER,SEE SHEET SHEET PIRR-1 FOR ADDITIONAL INFORMATION. T7 TEE,8"X 8"X 6",MJ X MJ X FLG. r T11 TEE, X 12"X 8",ALL FLG. w w 2540 FINISHED GROUND 2540 2540 2540 ® --, AT SEWER LINE T12 TEE, X 12 X 6",MJ X MJ X FLG. N2 FINISHED GROUND • ® u- O AT SEWER LINE T16 TEE 8"X 8"X 6" ALL FLG. o _ 0 I� NZ U > �r ® UJ TEE,12"X 12"X 8",ALL FLG. U) p �'- d=U .. Z 253E 2536 2536 2536 T2s TEE,8"X 8"X 8",ALL FLG. Z a ui T28 TEE,12'X 12"X 12",ALL FLG. A = U Zz P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN)SEE WATER NOTE f•- TB I- Q #1 (TITLE SHEET)AND PER ISPWC STD.DWG.SD-403 0 _ 2532 2532 2532 2532 V4 VALVE,4"GATE,FLG.X MJ !W � w w z F V6 VALVE,6"GATE,FLG.X MJ � �--- 260.00 L a „PVC 0.45% „ VALVE,8"GATE,FLG.X MJ w 9.65 LF 8 _ 20 UTURE 8 PVC 44.00 LF 0®®� I- v Z 2528 125.03 LF 8 PVC @ 0.45% _ „ 2528 2528 g.pvc @ 1.00°� 2528 V12 VALVE,12"GATE,FLG.X MJ CL 147.15 LF g"PVC @ 0.45% a "PVC @ 0.45` 4 z c`" V13 VALVE,4"GATE,ALL MJ Q z w s 1 o °or 4 U � _ � � � LA co co co 00 z cnn " n L J c W4 WATER MAIN,4"PVC,C-900 ® � � w Cn N M N N 6 fw r f� �• 2524 ^^ " I`• N N N II tl II �, W6 WATER MAIN,6"PVC,C-900 T N N � cm N = = z 2524 2524 2524 �.- u' cocs' N > > > Ln NN N N �. ,-) vi U-; cw' Lo ® z z z N N N W8 WATER MAIN,8"PVC,C-900 1 u-40° 1°'4' SCALE HORIZ VERT CR o N O N II z o z o0 0o er � = m o > 1 WATER MAIN,12"PVC,C-9QQ lqr 'j o H _. - > _ o = > > N C%j z z > m z °® co ® � DWG.DATE 04/30/26 252® II II � co co o 0 o S1 1"SINGLE WATER SERVICE CONNECTION WITH 3/4"METER AND 3/4"METER o > > > 2520 2520 2520 SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S W1,W2&W6. PROD. NO. 251114 > z � co S 1"DOUBLE WATER SERVICE CONNECTION WITH 3/4"METER AND 3/4 DETER SHEET 14. OF 24 00 W. PINESTONE ST. N. FORINOAVEn SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S W1,W3&W6. N S 4"SINGLE WATER METERED CONNECTION WITH 4"METER AND PER CITY 251E 251E 251E 251E OF MERIDIAN SUPPLEMENTAL DWG.W5,EXCLUDING BYPASS PIPING. S-2 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 17+20 17+60 18+00 18+40 X12 CROSS,128 X 12"X 8"X 8",ALL FLG. /SHEETS/251114_SS.DWG _ SEE_SHEET S-5 i' a II II II II II II 11 II II II -- - II II �II 11 II 11 II II N SL=51' 6 v �J 11 ee II fr c i ie� c�i�c-'n cn cvi�can�n ccn co cn ccnn ccnn v3 V8 cvn ccnn cn cvn W ua H ccnn ccnn cn (n--1 'I cn cn �i � 7' 10.5' S1= 2536.9 NOTES: Cn cn cn Cn Cn co s $ S a8 V6 ° ° S S c„ S 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR T26 T7 co I SHALL DETERMINE THE CT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR . : . ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE N3 ' ° N3 ° SC=28+11 ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. I W6 w SL=51' 8"W c 6' 365 LF I 8 g"W _ 8 � SI=2537.1 Ir 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD SW3.INSTALL SERVICE W _t M N N2 - i N3 W8 N2 N3 82 LF 185 LF �' N S = I:, 23-" TYP. 24 - 90° 25 N2 26 N3 N2 I I N3 N3 ® W8 N2 T26 A8 V8 V8 TB AND/OR MARKER AS NEEDED. CJ3 8'°$ 180° 8"S I 27 ! r 8° r. 90° W N3 > W.BERGAMO ST. II 90° SSMH SPDY 14 PI 3. ALL SE SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED AND SHALL HAVE A MINIMUM 2%SLOPE,IN ACCORDANCE � m SSMH SPDY 13 STA=27+84.13 WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. a . STA= 4 3 ` o . w II oc ° . 1 2 +59.1 W8 0 . 4° W8 ct PI C-0 ° 4. MIDSECTION/SECTION WATER MAINS SHALL HAVE 5'OF COVER(N.AVELLINO WAY).IN ALL OTHER AREAS THE WATER ME � 9 PI P1 S SSMH SPDY 09.1 MAINS SHALL HAVE 4'OF COVER. STA=22+65.54 °D 9 N3 SC= 28+24 4' SL=51' - ' SC= 22+fifi ZE N3 SC- 22+fi6 7' 10.5' SI=2537.4 5. OWNER TO VERIFY ALL EXISTING STRUCTURES,WELLS AND SEPTIC SYSTEMS HAVE BEEN PROPERLY REMOVED. WELLS M H �, M II �c, 11 = 8 10 SC= 28+39 W SHALL BE ABANDONED PER ID REQUIREMENTS. CONTRACTOR SHALL CONTACT PROJECT ENGINEER IF ANY EXISTING N N w_j N SL=38 90° SL=4& i SL=37' W cy)v N SI= 2536.0 S1=2536.0 d' SI=2537.4 S I WELLS OR SEPTIC SYSTEMS ARE ENCOUNTERED. Pi S S1 S N3 N3 a BLOCK 6 N3 SC=28+74 13 12 10 �C= 22+19 sc= 22+24 P' ° SL=48' 7 SC= 28+84 ° u SL=51° 3 SL=40' 11 z u. SI=2537.E BLOCK 7 WATER LIST OF MATERIALS � 51= 2536.2 SI=2536.2 SL=37 .� � Pi S 4' 10.5' $ St 2537.E 0 N cc :a DESCRIPTION o SSMH SPDY 14.1 co > Pl PI ! v A8 ADAPTER,8",FLG.X MJ 4"PIR PI co cn STA=29+28.13 z PI UJI Q° SC=21+79 PI SC'29+19 2 B2 2"BLOW-OFF,WITH 8"OR 12"VALVE,MJ(PRIOR TO BLOW-OFF)ASSEMBLY PER cr_ v SC= 21+74 _ SC=29+28 ° SL=51' n- CITY OF MERIDIAN SUPPLEMENT STD.DWG.W13 a p 9 SL=48 6 " 12 SL=35' 90 N3 � 51=2537.7 e1' ---'o SL=40' SI= 2536.5 oc S1 1 m SI=2536.5 N3 a, SI= 2537.8 WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVENTER OR EQUIV.(THAT IS ®W o; �' Si TB BFP APPROVED BY THE ENGINEER AND CITY Of MERIDIAN WATER DEPT.). VALVE WHEELS J V8 30'CITY OF MERIDIAN SHALL BE CHAINED TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. J HE 5 �1 °.' : V8 ° T7 V6 °H °TB TB 1 PI P SEWER&WATER _ ,, o m o 4"PIR " - N2 ". ° . ° 4 a a i EASEMENT _ ' 6 PIR - 6 PIR C8 PLUG OR CAP 8 N �, N2 i2 0 z ®®z 0 >m A8 1 W6 - - = E8 ELBOW,8",11-1/40, z w c,,, SSMH SPDY11 8'W 8 W• En o (� _ � SC= 21+19 ° _ STA=23+80.28 T26 33 LF W8 100 LF o wi cY' W.ASP " o ® �� N W SL=40' SC=21+14 °C E10 ELBOW,12 ,11-1/4 ,MJ �., I $ a- SC= 23+80 W.ASPENSTONE ST. r B2 TB " i ® wow S1=2536.8 SL=48' 4 v� '3 SL=35' 90° 90° 8 S - - _8 " ° �° Z UJ SI=2536.8 I 180° E18 ELBOW,8,22-1/2,M,D V co uj tN 6 PIR S N3 S PI SI=2538.2 ° N2 i --J- - -� - - - o M ®Lu c r PI S W8 ° _ - - :D �O PI Pl g 00 SSCO SPDY 11 - - E20 ELBOW,8",22-1/2°,MJ ® ® ®� W °_ STA=25+30.81 BLOCK 3 PI C= 2 +74 :°� BLOCK 6 Pi P' N3 E28 ELBOW,8',45°,MJ S 0 W SL=40' SC=20+69 _ o C, 1 4 5 _ a SC= 23+33 o E FIRE HYDRANT ASSEMBLY,COMPLETE PER CITY OF MERIDIAN SUPPLEMENTAL �/ �_ c�� 0- SI-2537.1 > SL=48 3 14 SL=37' N2 PI PI H STANDARD DWG.S W8&W9. Q W N3 SI= 2537.1 S1-2538.4 Q 6 PIR ----6"PIR- 0 z ® z z f AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES(FIRE HYDRANT c� f 1250-1-'TO THE WEST AND N.CHRISTIAN WAY TO THE EAST),THE ® W c� � LL, c� TB oo LP' � I PI 6"PIR N3 SC=23+05 CONTRACTOR SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO }= M �, , -`"� SC=20+29 PI w SL=51' 2 N1 THE EXISTING 12"WATER MAIN IN W.USTICK RD. CONTRACTOR SHALL T'ul V8 r C SC= 20+24 N � w a SL=48 SI= 2538.E SCHEDULE AND COORDINATE ALL WORK WITH THE CITY OF MERIDIAN +m o SC= 22+9, Oct oo M� cn c"Jn V8 v c i cn 6 SL=40' SI=2537.4 Z 1 SL=3T ° c T S PI WATER DEPAR ENT PRIOR TO CONSTRUCTION. Q } SI= 2537.4 4 N3 S, g SI= 2538.E _ ®® SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET.(ADJUST WATER c„0 S A8 a S, T26 A8 V8 V8 TB c� co - N2 MAIN AS NEEDED,TO MAINTAIN MINIMUM SEPARATION. m S, BLOCK 8 P, 1�6 T7 V6 H TB TB PI ° g ._ °- 1 ._ 0 1 co N3 SC= 22+58 N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. °. a ° N ° SL= 51` 3 n- �S�®�1A(, N2 'i W6 cn SI=2538.8 `� DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 33 LF J w 8"'W s'W 8"vV aT263 VS VS TBLV N3 210 LF WS 881W , 81wN5 RETAIN&PROTECT GAS MAIN _ to N3 " W.PINESTONE ST. 19 N3 - 9fl® N3 20 10.5 N3 234 LF - N3 W8 N2 SC=22+22 2®305 cf) g®° 8 S g"$ 8„$ 7.5 21 W.PINESTONE ST. 8"S 22 90° g0° SL=49' ' N6 PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF �,04�30/26 p w N2 ° SI= 2539.0 MERIDIAN WATER.SEE SHEET SHEET PIRR-1 FOR ADDITIONAL INFORMATION. �► W U. �., _ 90 in ° SSMH SPDY 10 4 f � O ,9rF OF (n ° _ D to oo ° ®. ° a ° ° T c ao STA=22+21.54 17 TEE,8"X 8"X 6 MJ X MJ X FLG. tS'jyvA N• �Q• SSMH SPDY 09 4 a 4. . Pi° STA=19+57.54 WS T11 TEE,12"X 12"X 8",ALL FLG. S I ° i � _ _ _ S S S 5 S T12 TEE 12"X 12"X 6" MJ X MJ X FLG. f 9 I N r- F_ ®� c� 0 1.. 00 o M oo o� cl ®act, �'� ''� cm) o% °° !cr) r O �- -�z f M 6 �M 1� Q)M � M M � �„ I !L_I_ I ! + M + cY3 + M + M M M M V) M M Co �"�M P- I i e co 11 cc, 11 ers o w 0) 11 'n M + M , V- 00 II Ir, II + M + coM ! RfsE T16 TEE 8 X 8 X 6 ALL FLG. ,--� N ,-J N ,-J N �-J N + N + II � ® 11 � II eo II M {: I ! I.I SC_22+73 30 B2 I 1 '� cn 11 cn cn cn T'c N� N N-a N �� N c I_I 04 N!; c�, I °� � I SL-51 � I II II II If II co cn cn I II II 11 II 11 II 11 II II II II I N3 1 SI= 2539.3 °C " ea . w °� II II II I .°I �, o.. T22 TEE,12 X 12"X 8,ALL FLG. Imo- �I V, (1TB cn I�.I d 20 11 °J 't !" 30 CITY OF MERIDIAN SEWER 1 I ONDAHYSaB&EL ACU.SS I T26 TEE,8"X 8"X 80,ALL FLG. to�" 1 I I f.:. SEE SHEET DT 1 I:..! &WATER EASEMENT ° - _ 11 I I Cl �i l /REPM,4SE I ITc3q I I - - -I I:-! ll CITY MERIDIAN E T28 TEE, X 12"X 12",ALL FLG. W w x :' 11 P I I I G °► I I I I I &WATER E ME `.I w 11 ( SC= 23+18 w ® u AS 1.. , 1_ m P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN)SEE WATER NOTE V) #1 (TITLE SHEET)AND PER ISPWC STD.DWG.SD-403 ® ® co 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 22+00 22+40 22+80 23+20 23+60 24+00 23+60 24+00 24+40 24+80 25+20 25+60 - ~® 2552 2552 2552 2552 2552 2552 V4 VALVE,4"GATE,FLG.X MJ v in V6 VALVE,6"GATE,FLG.X MJ co o J a V8 VALVE,8"GATE,FLG.X MJ L- CD C1 c ® ® " N o m � J � '� '`� V12 VALVE,12"GATE,FLG.X MJ O a 2548 2548 2548 T N 2548 2548 N ® ® 2548 In - coao M co _ ® N "' + © ® ate. s > c N = ate, c; �n N o T a e V13 VALVE,4"GATE,ALL 11 J ® = II + % w N 11 EXISTING GROUND } o co + } o co + o „>, 91 *- Lq c _ © rc if + r ® -c II + T >- m N + r W4 WATER MAIN 4"PVC C-900 "' II �, EXISTING GROUND ® �' + co oo N ra- "' v, J N v, � N n EXISTING GROUND A�>., II ® II •• AT SEWER LINE a = > M cL o ch c�i� a"o Ia- L ® � It -a- M cn IT CC cn cn = w it = w II .� 1 --, cs, ,r cr v, �- AT SEWER LINE o.. > N T- Q co m v, AT SEVtIER LINE ® � w II W6 WATER MAIN,6"PVC,C-900 ~O J o co w N II - cri ao cn cn co F- c, .Q cn I`7 = ...�... R 2544 -__- -i Ld II 2544 2544 -- -.._ _ -- �� 2544 2544 �- - _ cn � cc W 2544 " o u,.. • ® - ® w ---- - cn ao WATER MAIN,8 PVC,C-900 z to -- v' - ---- _ - -- rn o= cn FINISHED GROUND " 1 WATER MAIN,12 PVC,C-900 ® i,•I z AT SEWER LINE cn � �- �I FINISHED GROUND 1"SINGLE WATER SERVICE CONNECTION WITH 3/4"METER AND 3/4"METER ® o N AT SEWER LINE S1 S ERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S W1,W2&W6. o z I 2540 2540 2540 2 2540 2540 E 250 FINISHED GROUND N2 N2 , �� � �® 1"DOUBLE WATER SERVICE CONNECTION WITH 3/4"METER AND 3/4"METER A �0 AT SEWER LINE �� ,�� '' ,I�S� Qi'� S SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S W1,W3& . ® _ z, 4" T W 4" R CITY Ii Q SINGLE WATER METERED CONNECTION fl`H METER AND PER CI �/� OF MERIDIAN SUPPLEMENTAL DWG.W5,EXCLUDING BYPASS PIPING. r1 ® � ®- Fy� 2536 2536 2536 2536 2536 2536 w cr U+ X12 CROSS,12-X 12"X 8"X 8,ALL FLG. � M `j,, N � � � z� I UJ m 2532 30�.0o LF ° �W 2532 2 FUTURE 00 ._�. 532 2532 2532 2532 w 8"pUG @ 2 M 148.53 LF 0.45% W • P`• F "PVC 0.45°� @ 1= M M 154.73 L 8 @ - T/\ N N 8"PVC @ 0.45% - _ - �/1 ® � W � HORIZONTAL > U 40 20 0 40 80 120 2528 - 2528 2528 �a 2528 2528 cn cz 2528 co z u: co M ,; �° ti SCALE 1'=40` 1�1=4® � co � � � N � � �' ' 11 SCALE IN FEET HORIZ VERT Oo Co C6 N ty Ln CQ N 6- .,_ ,- �, c11 N N N N ® > DWG.DATE 04/30/26 'o LoNN II it 11 If II 11 I- zg I- > _ 2 4 N if If ' > VERTICAL PROD. Igo. 251114 52 II 2524 2524 = > > � _ 2524 2524 2524 co 4 2 0 8 12 > - SHEET 15 OF 24 N. CHRISTIAN AVE.E 60 co N. SPRINGTIME AVE. W. ASPENSTONEST. SCALE IN FEET co 22+22 - 23+80 2520 2520 2520 1 12520 2520 1 1 1 2520 S3 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 22+00 22+40 22+80 23+20 23+60 24+00 23+60 24+00 24+40 24+80 25+20 25+60 1 /SHE ' /251114-ss.DWG WATER LIST OF MATERIALS DESCRIPTION DESCRIPTION A8 ADAPTER,8",FLG.X MJ T11 TEE,12-X 12"X 8°,ALL FLG. SEE SHEET S-3 SEE SHEET S-3 4'°PIR �� cT I I ® STA=29+28.13 N BZ 2"BLOW-OFF,WITH 8"OR 12"VALVE,MJ(PRIOR TO BLOW-OFF)ASSEMBLY PER T12 TEE,12"X 12"X 6',MJ X MJ X FLG. M oo C=29+19 � CITY OF MERIDIAN SUPPLEMENTS .DWG.W13 0o SC= 21+79 S v 9 SC=21+74 SC= 29+28 SL= 51' 2 a R� 0- T1 fi TEE,8"X 8"X 6",ALL FLG. a. SL_48° 6 1 2 SL=35' �° N3 SI= 2537.7 WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVE R OR EQUIV. T IS SI=2536.5 S1 BFP APPROVED BY THE ENGINEER AND CITY OF MERIDIAN WATER DEPT.). VALVE WHEELS T22 TEE,12"X 12"X 811,ALL FLG. er m SI= 2536 5t N3 SI=2537.8 S1 TB l(' SHALL BE CHAINED TOGETHER AND LOCKED TO PR UNAUTHORIZED USE. ° - � 30'CITY OF MERIDIAN V V PLUG OR AP " T26 TEE,8"X 8"X 8",ALL FLG. ® T7 V6 H TB TB '� �, �a C8 CAP,8 n me N2 Q a < .d 5 �' d d- V8 m.-. .° 4 SEWER&WATER ]� T28 TEE,12"X 12"X 12",ALL FLG. 4 PIR ® uPi _ - „ {- EASEMENT l " ° 6 R - - 6 PIR A8 d `� N2 2p' - E8 ELBOW,8,11-1/4 ,MJ P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN)SEE WATER NOTE Fi _ SSMH SPDY 11 T26 8°'W 8°W'�, o _ - E10 ELBOW,12",11-1/4°, #1 LE SHEET)AND PER ISPWC STD.DWG.SD-403 SC 21+19 r, STA=23+80.28 33 LF Wg 100 LF c i W Av SL=40' SC= 21+14 � SC=23+80 W.ASPENSTONE ST. `- B2 TB - E18 ELBOW,8E°,22-1/2°,MJ V4 VALVE,4"GATE,FLG.X MJ P� 8 SI=2536.8 SL=48' 4 13 ° ° 8'°S - - O O 6"PIR® N3 SI=2536.8 P' SL=35 90 90 180°J- - - - - - " S T S �, SI=2538.2 N2 - - - - _ E20 ELBOW,8,22-1/2,MJ V6 VALVE,6 GATE,FLG.X MJ S W8 ko - - SSCO SPDY 11 _ .b. 4. .:9. <...;v..:-.:-:. i s _ E28 ELBOW,B",450,MJ V8 VALVE,8"GATE,FLG.X MJ W8 - � ° � ° - STA=25+30.81 - BLOCK 3 SC=20+74 � BLOCK 6 P� N3 FIRE HYDRANT ASSEMBLY,COMPLETE PER C OF MERIDIAN SUPPLEMENTAL V12 VALVE,12"GATE,FLG.X MJ SL=40' SC=20+69 �- STANDARD DWG.S W8&W9. 4 5 7 SI=2537.1 > SL=48' $ 4 SC SL=37 ' N2 E Pr AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES FIREHYDRANTV13 VALVE,4"GATE,ALL La N3 MJ SI= 2537.1 SI=2538.4 6"PIR 6"PIR- 1250±'TO THE STAND N.CHRISTIAN WAY TO THE EAST),THE „ -= S WATER MAIN,4 PVC,C-900 N1 CONTRACTOR SHALL COMPLETE THE INTERCONNECTION AS SHOWNTO N rCD I P 6"PIR N3 _ + o THE EXISTING 12"WATER MAIN IN W.USTICK R . CONTRACTOR SHALL TB oo � cc: W d. SC 23 05 W6 WATER MAIN 6 PVC C-900 ti - : °- `-n SC=20+29 R' >¢ SL=51' 2 SCHEDULE AND COORDINATE ALL WORK WITH E CITY OF MERIDIAN Ern II V8 SC=20+24 o SL=48` SC=22+91 `� Q o ° SI= 2538.E WATER DEPARTMENT PRIOR TO CONSTRUCTION. W8 WATER MAIN,8"PVC,C-900 n cn V8 N� y 6 SL=40' SI= 2537.4 2 15 SL=3T c_~r, S � N2 SEE WATER NOTE 2 ANDS ER NOTE 2 O THE E SHEET.(ADJUST WATER uj O SI=2537.4 N3 S1 SI 2538.E _ o MAIN AS NEEDED,TO MAINTAIN MINIMUM SEPA TION. 1 WATER MAIN,12"PVC,C-900 A8 T26 A8 V8 V8 TB c.) oo _+c S BLOCK 8 T26 S1 d. 0s), N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE E SHEET. 51 1"SINGLE WATER SERVICE CONNEGTION WITH 3/4"METER AND 3/4"METER Co- T7 V6 H TB TB Fr SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S Wi W2&W6. Ck �, 1 d a I Ns sc=22+58 ,� J cm ° d :° =51' 3 DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS, DOUBLE WATER SERVICE CONNECTION WITH R R N4 _ ° -d ° d d d SL �- 1" NNE TION TH 3/4"METE AND 3/4"METE cr cr (R� W6 cn SI=2538.8 S o F- 8"W ° 33 LF co N5 RETAIN&PROTECT GAS MAIN SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S W1,W3&W6. 0 _r cn W 8'W 8"W 8"W e o o 0 N3 210 LF 8'W 8'�V T26 A8 V8 V8 TB o z _ i8 N3 W8 N3 -- N3 10.5' 234 LF - W8 - N6 PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF S 4"SINGLE WATER METERED CONNECTION WITH 4"METER AND PER CITY 0 a ° „ W.PINESTONE ST. 19 a� g0° 20 7 5' N3 21 W.P N N3 ° N2 SC-22+22 O MERIDIAN WATER.SEE SHEET SHEET PIRR-1 FOR ADDITIONAL INFORMATION. OF MERIDIAN SUPPLEMENTAL DWG.W5,EXCLUDING BYPASS PIPING. �I cc:co 90 8 S 8 S 8°'S I ESTONE ST. 8°°S 22 90 90° SL=49 ® N L w NZ 90 SI=2539.0 ° _, -- •� TEE,8"X 8"X 6",MJ X MJ%FLG. X12 GROSS,12`°X 12"X 8'°X 8",ALL FLG. W 0 U) ° 1-1� - -- -- ... .® ° SSMH SPDY 10 4 W /� ® `� cn v1J CO • o:d. .d .. . - ®. .�d - -.�nc �d--- - � :® ° 7 O� � W 00 ° STA=22+21.54 0 SSMH SPDY 09 a , STA=19+57.54 `_" W8It, NOTES: 00 y z S S L S 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE �••- �- a o ' " C7 - "' ca - o o - aq c - _ _ ''` CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. W o I cc T-c r� caa M „ �,M r- o M � n M c o m co o - cfl '., �? o ti I ; SC= 22+73 � �"� + + M + + cn + M c� co '�c+� oo M c ch oo c c� o I' I III 0 CC I I '.� ao a ao II �, II ,�, + M + �, + �, f�lURE�HAS'E THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO Q,� z 3®' .J 04 T cV ate°...i c� T' N o.j N o II o II en o It cn + II + II ° I I SL= 51' I I I �" II �°' II II tl II `n tl `n II "'-' `\' `"-' "' `v J N`"' N N-' "' I ! oc EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE NUMBER ISz cn B2 I :°I II II cn cn I cn N3Lu �i I I v N o V5 o cn v V Cl) 11 li II !I II II II II II o II 1 :�I 1 W I SI=2539.3 0a z x i.T 1 Iuj o I 1- 2-1 8 . ® �- - �- 1 > TB I d I sr' u' cn v' cn u' cn `z I I o �, o 800-34 5 5 I I � *1. AFTER AGENCY HAS CLOSED EXISTING ® �o ' R � o � o � o o U o VALVE EST AT INTERSECTION OF W. LL v} o� � 30 CITY OF MERIDIAN SEWER la.I 20' 11 I a J OND L ACCESS I I (WEST) 0 W m w 15` �: I r„ li l fa`. SEE SHEET DT-1 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD SW3.INSTALL ALDERSTONE ST./N.ELMSTONE AVE. �- I I�'.I &WATER EASEMENT (� M 0 (1 C ( III ® I i Flln'IREPH�SE I I 30° I SERVICE AND/OR MARKER A5 NEEDED. THE CONTRACTOR SHALL REMOVE THE ®® —i I I CITY MERIDIAN ! I ° W &WATER EASE ME I W I I SC=23+18 EXISTING 90 ELBOW AND THRUST BLOCK. yj .`I I ( ° SL= 51' 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHER SE NOTED AND SHALL HAVE A MINIMUM 2%SLOPE IN c 9 II 1.°I I .�I � _ I ' RETAIN AND PROTECT EXISTING 6"VALVE. ®® 2 I I l.•I I �„ N3 ° p I ° I SI= 2539.6 ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. INSTALL NEW 8"TEE AS SHOWN BELOW o I. :n-) FUTURE SERVICE TO COMPLETE INTERCONNECTION. ca 4"PIR -4"PIR I ______`_ i 4. MIDSECTION/SECTION WATER MAINS SHALL HAVE 5'OF COVER(N.AVELLINO WAY).IN ALL OTHER AREAS THE f. I II I 1 I I fi -4- 4'°PIR 8 LF ti WATER MAINS SHALL HAVE 4'OF COVER. �L a CT7 V6 H TB TB— - - _ _ — _ _ - - - - ITONAL 1-T �il II __ -- — _ - - - - - - - - — 1 I g - - __ — _ _ - - - - - - - - - _ - - - - - ,1-- — a W6 I yc I� FUTURE PUBLIC ALLEY - - _ —I 1 SC=23+63 cc 5. OWNER TO VERIFY ALL EXISTING STRUCTURES,WELLS AND SEPTIC SYSTEMS HAVE BEEN PROPERLY REMOVED. ENSF� oc SL=51' °- WELLS SHALL BE ABANDONED PER ID REQUIREMENTS. CONTRACTOR SHALL CONTACT PROJECT ENGINEER IF N3 ��:� SI= 2539.E � ANY EXISTING WELLS OR SEPTIC SYSTEMS ARE ENCOUNTERED. a � fl, -- -7p , 20305 —4 PIR- � _ � � � ---- 1 I 4 PIR — ff I I -_ I I II I I7 � — > 4 PIR F� _ �, I : , 4 PIR - ac- I I 11 III I I � I I �, Q4/30/26 1=I -�1I--� IC) ( la I I I - �- -- 4"PIR- 4"PIR -- I I I I I I I. I� i ) �,lI I i I 50 1 =,_ I I EIGHT MILE LATERAL RIGHT-OF-WAY ° I N3 I I I I �=�- _III I I 1 I_ SC=24+0s I I I i A H. I I 25 EACH SIDE OF CENTERLINE I ° SL=51' _ I I I I 11 = 4"PIR— I I t HORIZONTAL VERTICAL IIII b _ — —,-- -I I I I I 1 d SI-2539.4 I I 11 I I I I Ip � 40 20 0 40 80 120 4 2 0 4 8 12 I J ej FUTURE SERVICE 1 I I I I I I I I<PI! pI I 1 I I I ! � I �. III cc o SSMH SPDY 10.1 I I '� I I I -`� 2 '. �--)- - ®- SCALE IN FEET SCALE IN FEET I I SC=24+47 TB I I I - —I� I I` RETAIN&PROTECT EXIST.TELEPHONE RISER o STA=24+47.05 900 I I` ( I II II I I I I w Go 1 SL=49 I - - I B2 TB I I I E= N N3 I Ie SI=2539.2 TB a 1- I I 48`°0 GRAVITY IR I 1119N I RETAIN&PROTECT ` � D III °1 I I H - - I EXIST.FIRE HYDRANT U E8 ® o 2®, I I. I 2®, _" — TB �:q 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 9+60 10+00 10+40 10+80 11 +20 I CITY of MERIDIAN V6 L. I ®;A CITY of MERIDIAN �; ° I� ��1 o LF a :a x ��� TER EASEMENT ° o: E8 -- w o I - - - - - 14 Z � I WATER EASEMENT d 4 - O Az ull I T7 I U-- l = T `> _ sw sw sw— I- _ 2552 2552 2556 2556 1 I I o a� ° -- !: / I o a - -- . -- - --. -'--4 - - -/- d_ 1 of I TB _ W.ALDERSTONE ST. (n o - W8 � 17 LF - - + T16 A8 V8 TB ® ® rn � \\ --oa E18 .._' �� - ten" -10 LF- O w o -- u. — N '1 --41 0 g g ® g W 8°VU 6 WATER CROSSING,SEE 0 I T TB C8-- Wg 114 LF -N ii 10.5' 157 LF 54 LF 8 �� E ®�' --DETAILS THIS SHEET ce - 2 4 0 o °' N ®cc 2552 - - -� - - oa - -- - - - - - - - - - - - - -- -- - - - -FUTUREW.ALDERSTONEST. - - - - - -- _=_=~�+S-t rE� ^ �1,% i� IB �G_ '' ___ I' i Wo5 8 T o 2548 2552 8 s� — — E� — — — 8"S - _ rr- __ - 7.5 - _ _ -- - _g i l d° - I ''�' :4 + Q 5 j T — -� _ - - - - T26 i - _ EG EG EG EG-�--8 G EG — �. EG i II > N � EXISTING GROUND va � � N II — =I-- — - =- -- �.,-i— — - - = _ `— _►�— — _ — - - = T26 - - T==1--�= w I a z a,, —!— - -- --- -. . y I N o can- w �' AT SEWER LINE I` 4 -� A8 9 n - - a '� - _ A8 _� _a I L.®. d 4 I ® a II +.._ _ (n CO - __ -d _- — IT 9 a__ °_-V .-. r I. d --"q. a�-- — — ° 1 L v cc -- cn III "' FINISHED GROUND cn EXISTING GROUND I 1 V8 I I 1 I I AT WATER LINE AT WATER LINE I I V8 I I V8 cr 2544 __ _-- ---- - 2544 2548 2548 i�. TB IP1 FINISHED GROUND I = I U i AT SEWER LINE P` Ia I 0UL " ! � `� / I I I I I I • o _ 0w I.. z 2540 2540 2544 2544 1 1 4-o f I BIRCHSTONE CREAK Q W z g� 1 i E, I`' I a I 1 I 1 SUBDIVISION `f' o �' w 8 W-SEE PLAN VI f 8 W-SEE PLAN VIEW �® z � uj 48"QI GIR PIPE I° .I I � cn A I I I I I w Zw 2536 2536 2540 90 60 2540 l e 1 ® = U +1 +1 IR 6"PIR -6"PIR _ ,° _J t - u- I- 1 6 PIR I® I + I 025 ^ ZD 18 GIR ° — ,.- �. 18 GIRD 18°GIR d I I w 221 250°b L1J w 2532 .— �* 2532 2536 2536 FUTURE VERTICAL CURB,GUTTER I m ,�et- . .I I I — �,, < + AND SIDEWALK,BY OTHERS �d. 1 � �- In TB E28 - E28 TB i: I I a�I I i=- <04 d"a n 8� - d a: d° -'a d d d d d a- :d °� _ �d � a�8' G d. _ ..® .. 10 N - o e .. °. -- d o.- °. n'. - .d ° 4a - .a 'd . - - -a- A n 1- (� o 50 LF 8 W t4O LF 16 x 0.375 STEEL ° - n a � 0 ° a SLEEVE 0.0%SLOPE — - .T — : -- --_ p @ L _ _ _ UC _w. — w w _ _ __ �_ n n a d. . l 2528 2532 TO BE CENTERED ON 48 0 oaor�- Of 1p o _- -_ _ \ ® N 2528 2532 0,,, � _. _ -�W�. _.��� ���n� _ ._ .,o+� on o ,2w 01 or LLo ---�c rv-SAS iZ' 0 Oh r Of l` of i 0 J F_: W GAS GAS GAS 0 Fr 0�:�= .,._..-OFfP� •---0 V J EIGHT MILE PIPE -� ,2w co CO CO EP ®, 12w �, 12w ,2w ,2w� ,2w ,2 _ GAw c6 cc cO c6 cc cO GO W.USTICK ROAD � N � � - -- z SCALE 1'HOR14z0' 1'i�ER4o 2524 o z z 2524 2528 2528 9 SO co - 9+60 10+00 10+40 10+80 1 +20 DWG.DATE 04/30/26 00 N. CHRISTIAN AVE. PROJ. No. 251114 22+22 — 24+47 2520 2520 SHEET 16 OF 24 22+00 22+40 22+80 23+20 23+60 2400 24+40 24+80 S-4 /SHEETS/251114-SS.DWG I � 1 1 1 1 I I I I I ' ti 30 CITY OF MERIDIANI SEWER I I I t III � I�{l 20'CITY®F 'MERIDIAN R!Tl1REP E I I III � TB � I I I 30°CITY OF MERIDIAN SEWER I � � � � � I l ' �--� _ e {� J/7/"1a7 e ` I I f WATER EASEMENT 30 &WATER EASEMENT &WATER EASEMENTI III I I III TB r 20 I � � � �I� I�.I- B2 I I ' I I a II I PI PI III r l I ch I I Rfl#REPHASE RMIREPHASE 11 I 3 1 B2 N SSCO SPDY 12 I I I I c, I��, I I I SSCO SPDY 14 I I I- 0 -- I II I N4 " STA=22+71.58 _ II I 4"PIR +� STA=29+34.63 Pt I - _ 4 PIR - 4"PIR 4 PIR u I I ® I I ,�`- _ _ .- - -- •- � _,. 4 PIR am 4mm 4°°PIR I I B2 TB �- ° PI^ -- N3 z N2 w PI Pt Pi P1 Pt PI mw mM MM s � ..m I PI PI PI PI PI Pt Pt a N_ co c00 BLOCK S 18° SC=22+35 BLOCK 5 - -- _ _ � a .°. 3 SL=3T 7 100.5 CO N2 4 PIR - p a . 1 SI= 2536.2 1 2 3 4 5 6 7 8 °' J BLOCK 4 e 10 11 12 13 14 15 d PI S - � d Ws d _ - 7 --- Lu d � PI f ` _j J I PI r a M d°. PI ra M W8 ° TB OMi M � T- M N d SC= 21+90 T ± _ M + 1 + L + ® M c �, Q, a. 1=- ,l Pt TB *'- N �'' c.,T- M + �ri + r n + psi TB TB M co �* N ch to Pt �_ cc 2 SL=37' `°'"' �+ NMN NAM NMM N nM 04cn Hsi M + + + + ,� + _ M N3 SC= 28+54 V8 �- S1= 2535.9 J TB H �;!� n u II II 11 11 `1 n t1 `� "` N N V8 N N N tO N TB CO� N ; E; CM, c, T..°O B It n u u u tr II It a tI 11 t1 tt n It acli SL= 51 6 cn cn cn cn cn cn � ... c� _ c.� it II 11 11 !I a ®q ao w cn on C)_j t.�.j� v� II p p V12 V8 co V6 coM M cn M cn co M M M cn M cn V8 ccnn ccnn co cn on v� H cvn cn in cn W c`n Q r j sn 7110.51 SI=2536.9 N M V$ ° S V12 ' - .�°a Pt S A8 V6 S ° S S S cn I .° A8 �� d 1 ° ° a - A8 °�' T26 S _ T7 ° co ° � W8 X12 �1 T26 o e ° `-` W6 N3 III a e 3 SC= 28+11 TB B2 8 51 LF °r? 8°`W 1 8°'W °° 8°°W - 8"W ' �° W6 `�.; SL= 51' c 2t N2 W8 83 LF N3 _ 33 LF r N3 &MIN. � e 365 LF ► 8 W 8'°W 8°'I�y " SI=2537.1 F- �- 21 N3 �.- 6 MiN. N2 - ► N3 W8 N2 82 LF I l 1$5 LF r °a' $W � S W SSMH SPDY Qfi 8"S 8„S 90° W.BERGAMO ST. 22 TYP. _ 23 TYP. t 24 90 25 N2 N3 26 N3 N2 I I N3 _ N3 ® W8 N2 T26 A8 V8 V8 TB _ STA=19+36.47 9®° ` N3 N3 8 N3 8"S ° 180° 8°'S W.BE t► 27 8'°S e` 900 C RGAMO ST. II 9®® SSMH SPDY 14 PI �' W z N2 SSMH SPDY 13 Q STA=27+84.13 0 y' N SSMH SPDY 12 - ° e . 1 STA=24+59.13°.. -4 W8 a ° �„ W8 ao d_ a 9I d a , Q 100 S STA=21+19.58 S Z PI � � �'PI °C S S SSMH SPDY 09.1 N3 co 5C= 28+24 <"e. ti ®`` N �=� n ca M ® ti , SL= 51' 4 M M +�- F_ N ti M- STA=22+65.54 Is M CYS tta M M I`-M 0` CJ OO - ti a ° + I1 + c� + M + M + M } M �- � �^'� et N3 ° 7 10.5 d ®w 0 o fl M r II u, 11 9 II M + M + M 11 SC=22+66 SC= 22+66 SC=28+39 SI= 2537.4 o ° d CV� N CV� C�I Cy-1N tyJN Noah NJN M 16 M II M , ° 8 10 41 Qom-, u., flc 11 i! cn cn !t cn tt N it �,-° N cv N SL=38 90 SL=46 SL= 3T S a,� _ �. If II II tl II II _ M _ M CA- - II u u S1= 2536.0 - 51- 2536.0 a ' o a `� M M M N M COM v cn v cn w °. SI= 2537.4 z c a. co M M ® S1 S1 Pt S N3 I - o =co . � � J J o z L i 1$° PI N3 9 N3 >pill- cn �W 1 19 18 = PI Pt BLOCK 6 SC=28+74 17 16 15 14 13 12 Sc 22+24 _ t ® """ NCC W . a z 1® SC=22+19 SL=48' SC=28+84 SL=51 SL=40' 1 1 e , � �_.1 SI= 2537.6 BLOCK SI=2536.2 7 11 SL= 37 7 p BLOCK 3 SI=2536.2 cn t=- PI w o 1- r- g 4' 10.5' p S SI=2537.E 0 N o� 0 � ��E /� cc C13 �t, w eu ®a PI PI PI Pi PI PI PI PI ° SSMH SPRY 14.1 `%' ` V 6"PIR =° „ ° I _ ® � o U3 w ° . d N4 4 PiR 4 PIR PI cn STA=29+28.13 �' P z I_ °d W6 _ Q° SC=21+79 PI °° SC=29+19 � ° SC= 29+28 SL= 51 2 EL W 8 LF _ _ o _ SL=48 6 u"� coo 9 SC= 21+74 - _ a e ' 12 SL= 35' ° N3 SI=2537.7 `� ®� cn T12 V6 H TB TB �� m SI S2536 5 111 11 N3 SI=2536.5 SI=2537.8 S1 "' aZ �y 1- cc - °p III 1 I `? S1 CL TB L• a z SEE SHEET S-3 ® Q SEE SHEET S-1 SEE SHEET S-6 ® v W WATER LIST OF MATERIALS u°- �"' DESCRIPTION DESCRIPTION DESCRIPTION O coc A8 ADAPTER,8",FLG.X MJ SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE TITLE SHEET.{ADJUST WATER z W E N2 V4 VALVE,4"GATE,FLG.X J MAIN AS NEEDED,TO MAINTAIN MINIMUM SEPARATION. Q NOTES: 2"BLOW-OFF,WITH 8"OR 12"VALVE,MJ(PRIOR TO BLOW-OFF)ASSEMBLY PER act' a B2 CITY OF MERIDIAN SUPPLEMENT STD,DWG.W13 N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. V6 VALVE,6"GATE,FLG.X MJ N� 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR O C N S G D I SHO 0 SHALL DETERMINE THE CT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PREVENTER OR EQUIV.(THAT IS N4 DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. V8 VALVE,8"GATE,FLG.X MJ BFP APPROVED BY THE ENGINEER AND CITY OF MERIDIAN WATER DEPT.. VALVE WHEELS ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE O ) L EE V12 VALVE, GATE,FLG.X MJ OVAL ANY AND ALL UNDERGROUND UTILITIES.DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. SHALL BE CHAINED TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. N5 RETAIN&PROTECT GAS MAIN O HORIZONTAL e�S� o � EN �'i " V13 VALVE,4"GATE,ALL MJ 40 20 0 40 80 120 SFO � 2. CONTRACTOR SHALL VERIFY EACH LOT HAS AN EXISTING SEWER SERVICE AND IS MARKED PER STD S1N3.INSTALL SERVICE C8 PLUG OR CAP,8 N6 PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF � O MERIDIAN WATER.SEE SHEET SHEET PIRR-1 FOR ADDITIONAL INFORMATION. „ a 719 AND/OR MARKER AS NEEDED. E8 ELBOW,8",11-1/40,MJ W4 WATER MAIN,4 PVC,C-900 SCALE IN I=EET 20305 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED AND SHALL HAVE A MINIMUM 2%SLOPE,IN ACCORDANCE " ° O TEE,8"X 8"X 6",MJ X W X FLG. W6 WATER MAIN,6"PVC,C-900 cf' 04/30/26 0 E10 ELBOW,12 ,11-1/4,MJ o v >� �.�. WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. T11 TEE,12"X 12"X 8",ALL FLG. Off, lF OF�� Pia E18 ELBOW,8",22-1/2°,MJ W8 WATER FAIN,8"PVC,c-900 VERTICAL 4. MIDSECTION/SECTION WATER MAINS SHALL HAVE 5'OF COVER(N.AVELLINO WAY).IN ALL OTHER AREAS THE WATER MAINS T12 TEE,12"X 12"X 6",MJ X W X FLG. 1 WATER MAIN,12"PVC,C-900 4 2 0 4 8 12 SHALL HAVE 4'OF COVER. E20 ELBOW,8",22-1/20,MJ T16 TEE,8"X 8"X 6",ALL FLG. 1"SINGLE WATER SERVICE CONNECTION WITH 3/4"METER AND 3/4"METER 5. OWNER TO VERIFY ALL EXISTING STRUCTURES,WELLS AND SEPTIC SYSTEMS HAVE BEEN PROPERLY REMOVED. WELLS E28 ELBOW,80,450,MJ S1 SCALE IN FEET SHALL BE ABANDONED PER IDWR REQUIREMENTS. CONTRACTOR SHALL CONTACT PROJECT ENGINEER IF ANY EXISTING T22 TEE,12"X 12"X 8",ALL FLG. SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S Wi,W2&Wfi. FIRE HYDRANT ASSEMBLY,COMPLETE PER CITY OF MERIDIAN SUPPLEMENTAL WELLS OR SEPTIC SYSTEMS ARE ENCOUNTERED. \;J STANDARD DWG.S W8&W9. 1"DOUBLE WATER SERVICE CONNECTION WITH 3/4"METER AND 3/4"METER I T26 TEE,8"X 8"X 8",ALL FLG. SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S W1,W3&W6. � � � AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES(FIRE HYDRANT �g TEE 12"X 12"X 12" ALL FLG. 1250±1 TO THE WEST AND N.CHRISTIAN WAY TO THE EAST),THE O 4"SINGLE WATER METERED CONNECTION WITH 4"METER AND PER CITY r) CONTRACTOR SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO OF MERIDIAN SUPPLEMENTAL DWG.W5,EXCLUDING BYPASS PIPING. "00 u N1 THE EXISTING 12"WATER MAIN IN W.USTICK RD. CONTRACTOR SHALL TB P.C.G.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN)SEE WATER NOTE SCHEDULE AND COORDINATE ALL C� #1 (TITLE SHEET)AND PER ISPWC STD.DWG.SD-403 " " „ " ce L WORK WITH THE CITY OF MERIDIAN X12 GROSS,12-X 12 X 8 X 8,ALL FLG. � X WATER DEPARTMENT PRIOR TO CONSTRUCTION. cn < o 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 40 2552 2552 ` V (n Q OR ce M Li cq s 2548 2548CD cc r­z ® a o r q. O co ,- T p j ® ul Cfl � MCR r � N + r ai ® co N c� ,vt N ® s 11 + co Lu 2544 ® �. M N � �' ° oN � + � � N � � _ �, °' N � > � "' � LLJ-' fl 2544 �, � ® 1 M T r cn _ N If. cn 60 Q c LL II r cn N 1f s w fl `,�. cn � oc cn&- _o ,�, EXISTING GROUND F- n • cn T- It _CL if . AT SEWER LINE "' ------ " cr - _ II can � �? cn � cc cn� ---- -- - - - ---- ® w a'o � ��- tee on � accncn _ ---- - r� � cn � w cn - _...- - - 2540 2540 < Z Q� � �c t- lei 0 11 FINISHED GROUND v 0 z AT SEWER LINE r� I l` N2 ® ® �. 253E h Sp - a� 2536 �� C1. m LLJ 4J m 2532 321.00 LF !i 2532 ®. 0r $ PVC @ 0.45�b Q W 335.55 LF w - 841 PVC @ 0.45 I o 179.11 LF uj $"PVC @ 0.45% ICON 2528 9 � N 2528 o N II If II z �' M t-- z SCALE 1�'=40' 1"=4' M M N � ® > HQRIZ VERT N N ® co CO c, N z z 00 co DWG.DATE 04/30/26 N � ® � � N � � � � PROJ. No. 251114 2524 NNN � � �11 if � � � 2524 ® SHEET 17 OF 24 CO Wm BERGAMO ST. o > � > � � NCO _ co 2520 2520 S5 18+80 19+20 19+60 20+00 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 /SHEETS/251114-SS.DWG SEE SHEET S-1 P I PI I �II °II ' I I I r � � I I (I I 20 CITY OF MERIDIAN I I 30 CITY OF MERIDIAN SEWER I I ( 30 CITY OF MERIDIANS ER I _ I I III TB 20' WATER EASEMENT REPH�ISE - I I I I 30' I 1 &WATER EASEMENT ' &WATER EASEMENT r- -1-1 I�j B2 I I Pt N I 11 I - 1 I ° LO I I RMIREPHASE REPS► E I I I 13 A I ' SSCO SPDY 14 I I I- 0 _ M I III 62 I 11� I"' SSCO SPDY 12 I 1 I I � i I� I_ STA-29+34.63 I - - - N4 `° STA-=22+71.58 II _ - - _ _ 4`°PIR 4 PIR _ 4"PIR PI I I I I I I 4 PIR - - ..._ ... - ... _.. _. 4°'PIR 4"PIR 62 TB ° Pi =- _ - - = - °° Pi PI PI Pl PI .ram eagorr T N3 N _ Pt P Pt w PI PI PI 18° r sc=22+35 °° BLOCK 5 _ �' BLOCK cn " _ «� N2 � � 7 10.5 5 6 7 � 4 PIR � 1 ° SI=2536.2 d: 1 2 3 4 8 Pt BLOCK 4 9 10 11 12 13 14 15. _ . . _ S N3 7 [L WB pi 4 Z eT ° Q Pt _ M d° PI Oki.. t3 N ch •-- SC= 21+90 > r TB ±r M N - rs + � ,a + ct� ch O c� TB a� c, c� ch co ,- �, c� ; PI Pt Q r N r M- C*) + tf� + �Cj tt) N �_ 2 SL=37' N U'' N �csi N N Un N,i 'ss ter'r r v� �n c"� +_ c� + c� + M + -I-- � c+,� tz VS SI= 2535.9 TB H 11 II 11 II II II II II it II tl N N`n N N v N N`n N V8 N N N� N TB N� In CO �' Cm r s 'n v •- c"' g N3 SC= 28+54 co c" N SL=51° ©r° ° can cJn v� o n a) ci> cvn c-'n in U)U) cn c.�J 11 11 �l c,.� �I v �r II V J II v III �i It II II II II 11 II II tl V8 � cn w cn on co cn cn cn V8 cn cn cn cn cn cn H �'J - c)_j - Q-a - 7° 10.5' SI= 2536.9 V12 ® co V6 co cn cn cn cn cn cn cn cn ° m V8 :a S N S V12 r PI S � S g A8 V6 S S AS ° 1 ° . a A8 T26 ®o $ 6 0. ° ° � N3 SC=28+11 TB B2 8` 51 LF 8 183 LF 8"W °° 8"W 8"W + 8"W W6 _, SL=51' 33 LF , galW °O g° SI=2537.1 cn W8 N3 - N2 N3 6'MIN. _ SSMH SPDY 06 2a� 21 ° - 22 TYP. N3 _6 MIN. 365 LF N2 li N3 W8 N2 N3 82 LF 185 LF `�, 8`W 5 0 90° 8„S � gel 90 W.BERGAMO ST. ;� 23 TYP. - 25 N2 26 N3 N2 N3 - N3 ® W8 N2 T2fi A8 V8 V8 TB �, STA=19+36.47 g,lS it 24 8"S 900 A. o;. 9o° 8„S �� 27 N3 N3 N3 1800 W.BERGAMO ST. 8S SSMH SPDY 14 Pi ° It SSMH SPDY 137. -STA=27+84.13 Pi a...... d. d SSMH SPDY 12 g a., <. ° a �. ° 5TA=24+59.13 ° w e .. a. €' 00 W L - J� .- - °-. W8 9 a .Q 8 ° S STA-21+19.58 S P' z 1�.. ch Pi Pt 0 Lu ai S S SSMH SPDY 09.1 c ° N3 O° SC= 28+2 ° CO ®� N~ ~M cm c er M _ STA=22+65.54 7 10.5 c It i i `� II M + cn -1- r►s + CIO + C er - N3 a° ° c� 11 4n II + ch SC-- 22+66 a SL_ 51' '4 o LL, �w - ° N� N N N cm_j c" c c_j cm N I� N N N cm J � N III 11 SL=38' SC_ 22+66 8 ac 10 SC= 28+39 SI=2537,4 W ® ts as w ° °. 11 11 11 11 11 tl 11 on 11 0) It � 90° SL=46 n. SL=37' J o - c, co v� v ce, v cn v v - 11 _ et !1 11 n SI=2536.0 SI= 2536.0 �- S ' t.l.. Tcn cn cn cn N cn N PI SI 2537.4 0W N3 ® . .. c� z :a S1 S1 } N z�� N3 uj W `�� ozc 18 `°d� : 1 19 18 17 16 °� 0 �w� 4 ;g P N3 SC= 22+24 P� BLOCK 6 SC 28+74 U >_ v 1 14 '�3 12 1 Q SC=22+19 - SC= 28+84 ¢ SL=51 3 W`� a SL=48 7 11 ° �. SI=2537.6 �" v SL=40 SI=2536.2 SL=37 -� BLOCK 7 �, ® ® - m. BLOCK 3 a SI= 2536.2 S 4' 10.5' S SI=2537.E o o a Q a Pt Pi P8 W PI PI Pt PI N SSMH SPDY 14.1 �' V cocc N4 6"PIR 4"PIR „PIR cn I STA=29+28.13 � Pt Pi �•" On co a Pt SC=29+19 tz Z Q � �' W6 00 SC=21+79 SC=29+28 SL=51' 2 U = 8 LF a p 9 SC=21+74 a SL=48' 6 90° EL ® ® - �- 4 a - -< .J ui SL=40° SI=2536.5 12 SL=35 N3 p SI=2537.7 SI=2537.8 ��"' J °a: T12 V6 H TB TB f 41 rl a m SI= 2536.5 N3 ( 1on SEE SHEET S-1 S1IRT ® �./ m SEE SHEET S-3 V8 T7 V6 H TB TB 1 w Pi 30'CITY Of cv W z � Z-- WATER LIST OF MATERIALS 5 9 V8 a a ® SEWER&V ° ; a a �1- EASEMENT ®a ®` N2 ` DESCRIPTION DESCRIPTION DESCRIPTION A8 U- W6 20' - _ �o _ Lu SEE WATER NOTE 2 AND SEWER NOTE 2 ON THE E SHEET.(ADJUST WATER SSMH SPDY 11 T26 g= g"W. - o F- CO A8 ADAPTER,8 FLG;X MJ N2 V4 VALVE,4"GATE,FLG.X NCI 11 ^cn o MAIN AS NEEDED,TO MAINTAIN MINIMUM SEPARATION. o STA=23+80.28 33 LF W8 100 LF 8"S W.ASPENSTONE ST. ^ i B2 TB 2"BLOW-OFF,WITH 8"OR 12"VALVE MJ(PRIOR TO BLOW-OFF)ASSEMBLY PER V6 VALVE 6"GATE FLG.X MJ 4 co 13 SC SL=35 90° 9 ° ° � B2 CITY OF MERIDIAN SUPPLEMENT STD.DWG.W13 N3 SEE WATER NOTE 3 AND SEWER NOTE 3 ON THE TITLE SHEET. _ :° 0 N2 �4- �: 180J �i� GENS c® V8 VALVE 8"GATE FLG.X MJ PI Pt SI= 2538.2 I � - - �k �,� FB �ji WILKENS 375ADA REDUCED PRESSURE BACK-FLOW PR NTER OR EQUIV. AT IS S DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. O ®r OBFP APPROVED BY THE ENGINEER AND CITY OF MERIDIAN WATER DEPT. VALVE WHEELS " NOTES: SEE SHEET S-3 Rt 20305 )' N5 RETAIN&PROTECT GAS MAIN V12 VALVE, GATE,FLG.X MJ SHALL BE CHAINED TOGETHER AND LOCKED TO PREVENT UNAUTHORIZED USE. O 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE cp 04/30/26 p V13 VALVE 4"GATE ALL MJ >► .�. C8 PLUG OR CAP,8" N6 PRESSURE IRRIGATION SECONDARY SOURCE CONNECTION TO CITY OF ° CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING HORIZONTAL v '�tF E`OQ' MERIDIAN WATER.SEE SHEET SHEET PIRR-1 FOR ADDITIONAL INFORMATION. SWATER MAIN,4"PVC,C-900 WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS ® 0E8ELBOW,8'°,11-1/4°,MJ 40 20 ® 40 80 120 T7 TEE,8"X 8"X 6",MJ X MJ X FLG. FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.DIG LINE W6 WATER MAIN,6"PVC,C-900 TELEPHONE NUMBER IS 1-800-342-1585. E10 ELBOW,12'°,11-1/4°,MJ O T11 TEE,12"X 12"X 8",ALL FLG. " SCALE IN FEET O W8 WATER MAIN,8 PVC,C-900 2. CONTRACTOR HALL VERIFY EACH HAS AN EXISTING SEWER SERVICE AND 1 MARKED PER STD SW3. E18 ELBOW,8",22-1/2°,MJ � S E C LOT S ® P o T12 TEE,12"X 12"X 6",MJ X MJ X FLG. " INSTALL SERVICE AND/OR MARKER AS NEEDED. O 0 1 WATER MAIN,12"PVC,C-900 � � Q- OE20 ELBOW,8",22-1/2°,MJ ® VERTICAL 1 T16 TEE,8"X 8"X 6",ALL FLG. „ „ 3. ALL SEWER SERVICES SHALL BE 4"UNLESS OTHERWISE NOTED AND SHALL HAVE A MINIMUM 2%ta SLOPE, � 1u 0 0 1 SINGLE WATER SERVICE CONNECTION WITH 3/4 METER AND 3/4 METER t_N OE28 ELBOW,8",45°,MJ " „ " S1 SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S W1,W2&W6. IN ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 4 2 0 4 8 12 ` °1 T22 TEE,12-X 12 X 8",ALL FLG. 00 O ® M ® FIRE HYDRANT ASSEMBLY,COMPLETE PER CITY OF MERIDIAN SUPPLEMENTAL 1"DOUBLE WATER SERVICE CONNECTION WITH 3/4"METER AND 3/4"METER 4. MIDSECTION/SECTION WATER MAINS SHALL HAVE 5'OF COVER(N.AVELLINO WAY).IN ALL OTHER AREAS SCALE IN FEET �" H STANDARD DWG.S W8&W9. T26 TEE,8"X 8"X 8 ALL FLG. SETTERS PER CITY OF MERIDIAN SUPPLEMENTAL DWG.S W1,W3&W6. THE WATER MAINS SHALL HAVE 4'OF COVER. ® w x O u AFTER AGENCY HAS CLOSED ALL NECESSARY VALVES(FIRE HYDRANT T28 TEE,12'X 12"X 12",ALL FLG. _ 4"SINGLE WATER METERED CONNECTION WITH 4"METER AND PER CITY 5. OWNER TO VERIFY ALL EXISTING STRUCTURES WELLS AND SEPTIC SYSTEMS HAVE BEEN PROPERLY e 1250+ TO THE WEST AND N.CHRISTIAN WAY TO THE EAST),THE 0 00 OF MERIDIAN SUPPLEMENTAL DWG.W5,EXCLUDING BYPASS PIPING. O e rn CONTRACTOR SHALL COMPLETE THE INTERCONNECTION AS SHOWN TO P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN)SEE WATER NOTE REMOVED. WELLS SHALL BE ABANDONED PER IDWR REQUIREMENTS. CONTRACTOR SHALL CONTACT a N1 THE EXISTING 12"WATER MAIN IN W.USTICK RD. CONTRACTOR SHALL O #1 (TITLE SHEET)AND PER ISPWC STD.DWG.SD-403 „ „ „ PROJECT ENGINEER IF ANY EXISTING WELLS OR SEPTIC SYSTEMS ARE ENCOUNTERED. d z00 SCHEDULE AND COORDINATE ALL WORK WITH THE CITY OF MERIDIAN X12 GROSS, X 12 X 8 X 8",ALL FLG. ® ® C WATER DEPARTMENT PRIOR TO CONSTRUCTION. ® cr aC W � N 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 27+20 27+6 28+00 28+40 28+80 29+20 29+60 30+00 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 2548 2548 5 2552 2552 2552 2552 1..: C) ! r J Li.1 cis •- -5 >Ln 04� r N 1 ' J ® p W ¢rn 2544 ® N + II + 2544 2548 O N 2548 2548 2548 J Q N � � + � � � II et �- r NON "7 � � r: �.. z ® LL 1 cn N II FINISHED GROUND r C � T- vi M �. z - j O II ) N er r ,- as N d- _ a� tl v c�i cn r d, cv ao ®o + ® cn ch O _ O m c„ AT SEWER LINE cn '_� f-- �. `* P: �- o N + ® tl �. cs� � ti t=- o0 co oo g � f cn o® oC cn � a, � ,� c II + � a > t•.. ''- co w® 0U � � C�+ co cc co c; ® .0 tt �. cc EXISTING GROUND v °; i v� "r '�' N u �cr a� � --t rUc�oc + M .�_._ _ v N i AT SEWER LINE _ u cn u ® � 2540 - - -- -- 2540 2544 _ 11 2544 2544 � n FINISHED GROUND � N 2544 a ® I o n cn er ac cn c O i- w N .... Q- r� en �aamrcn AT SEWERLINE umg < o Q EXISTING GROUND v' cn�, c°s1n N Z + AT SEWER LINE ��� �', ON2 I ¢ Ln 1 FINISHED GROUND STING GROUND ® ® (1,. � ne- 2536 2536 2540 AT SEWER LINE 2540 2540 AT SEWER LINE 2540 W =+ w Q �@ uj C6 < 2532 2532 2536 2536 2536 2536 OC FUTURE 8`°PVC I 150.00 LF 144A4�F w - W � @ 0.50�� pVC @ 2 50�° „ � � � Lit 8 PVC @ 0.50% - - $ FU URE V'PVC 148.50 LF 0.45�� rI1 o r UJ z T 8"PVC @ 0.45% - - __ --- _ 2528 cn 2528 2532 A m 2532 2532 - - _ 2532 In CO co N N v c6 ,10 11 1"=40' 1"=4' N N "" SCALE ® T ;� N cn > z? a`c's, HOR1Z VERT r T-- C4 C4 U) DING.DATE 04/30/26 2524 > 2524 2528 N 2528 2528 N 2528 pROJ. No. 25 114 > > co II II U Il II ® � � zz >> - CO 00 N. CHRISTIAN AVE. N® C H RI STIAN AVE. _ SHED , 8 oF- 24 co N. MONTELLA AVE. ® � > _ 7co 27+84 - 29+28 � � 27+84 - 2935 2520 2520 2524 2524 2524 2524 S-6 20+80 2 +20 21 +60 22+00 22+40 22+80 23+20 27+20 27+6 28+0 28+40 28+80 29+20 29+60 30+00 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 /SHEETS/251114-SS.DWG SEE SHEET PIR,-2 SEE SHEET PIR-2 S1 107 LF - ," 1 6 M S1 S1 97 LF TB E14 V6 d 2 P4 �. 6 �. S1 I•. 1 �., '2 1 BLOCK 3 t]C ...� 2 15 e: co a: LL; TB 45 LF t SERVICE LINE P1 r , T8 `m _ BLOCK 8 J L E14 V6 E14 ,e. d a a e. g . 1 a I S2 " d S1 BLOCK 1 <� da ®' d a. . a _,�- r o F 1 1 . ° - 1 P6 °��' cn �•�- j a d P6 g"W 8"W g"W 8"W 8 1 pj 60 W.PINESTONE ST. ®T a ° Gr B9 a a \ via �.® d a, <,n 8 S 8115 „ — tl - `� N 8 S 8 S 81,5 5 v P6 _ — --� V6 �. : d a71.F S1- ��,. - CJ�• 4 /V_y� Od. •.a _ .a ® 'd. a .. - u, co a S1 cn TB P8 8"PIRR 12 LF E15 P6 V6 a — — — �. 2543' PUMP STATION, :..: . :. .....�.. .. ...: ,.Sa E14 TB d. - J > II1I P . I I(I( v i Pi -1-1 SEE SHEET PMP o ";......2549........... ° FUTURE SERVICE(IYP.)13 LF P612 A A C-900 PVC TO INLET d B M o 1 T 10LF o1. �SCREEN,SEE GRAVITY IRRIGATION 11 R8 R8 V8 ; I � d E16 . PLANS FOR SCREEN DETAIL: .... : : BLOCK 2. E16 TB II la l II IP IILL- �+ .......::: . ::::::......................:. a S2 i II INLET SCREEN,SEE GRAVITY. .......... ........... i8 GIR :...a,.......:::.:::::.:::..........�. .. I P6 Q I :I I P I p = I f y&� o o I..I III I I. IRRIGATION PLANS FOR CHECK. :: .:.`. .:::::: :4:a::::::::::...- .... I: I I I — STRUCTURE AND DELIVERTY DETAILS . E16 21 cn LF E16 TB ...:::::............::... E12:::.....:.::.:...... S1 ........ — — a I�.( e I I I i8 " ................ I ---- "` al .d - .saeeesssaee... esseeeesee FUTURE .. TB d. . I. I SERVICE(1 Y ) ck P4 8 LF ...' _ LL. ...L....;:''...s ses sssss 90L1 s• ..I L..-.I..:.(.......... d cr- �- �- ° cc 8r:::::: I II �JI ! J «� IT" :: .:. - I PI V4 ate ==:`r:. :.: ........ o a� J P6 S1 2 I o PI o f�.. ✓`� PI PI O .PI PRESSURE IRR, SECONDARY RY I I I ESSU C A I.1 I I \\ -.o.-'_... n PI PI PI PI I p W P6 �. 14 LF p I 4 PIR Q_.......... Q c SOURCE,SEE SHEET S-1 �5 :4 PIR....... 4,� ' ..� / P6 10 LF a r T8 TB r. .P (.I PiR P, I P4 O --00 I I r @� T \ C 8 Vs — .. TB Cs a 2 T7 E13 E14 TB + — — -- .....�:. . W c -1 oao - N t ®W s2 3Ia. I J — — — gym ® _ ,� - .......... P6 _� C4 TB — - - __ _ _ — _ — _ — _ _ — - - �. :: .. .. .................'......................-.-..... - J~ o - BLOCK O V6 E� - - - - -- — _ - - _ - - - - - - - 1 d. z o® � -J F 4 PIR I — — — — — — :: .................:::::::::::::::: ::.:.:..... >- LL�� = I W S� -_ 4"PIR' ,� TB T7 I / 4 PIR 1 I I I - F I. I I i4 PIR 1¢ I .. .� .� cur,- 5 Vs ,�-��- t .. 10 LF P4 — — I �� PI PI O PI...:. PI PI PI) PI PI PI PI PI 4 PIR PI —_ \ ® N W S2 (---4 I-1 I I I I o 0 0 _- 4" �-' �, =LLJ `D P6 � �a. � - I. �.�..� o ............. .:............. 159 LF . �J' S1 d ( II TB E16 6"PIR '.-.. 6"PIR c '-v N -- - ' •. - - - - ° I. 1 III I III I I I PI I: W S3 E13ul) I f o I a 0 T s2 I P I 2544'...... I I . .cc ®s -. s1 . I II 2543 J:. �.... I I W e 0 HOSE61B".. TB la I I I I III I .I p: ! I I I I U) �, ®C sS . N1 I III I � I II II I` I � � � o `fP I pp Q moN�w� 81w cr ® C� ®co w e ®=_ F . I I I I �, U. W W ' FUTURE FENCE/PROPERTY LINE -11� ............................... I I W f- al �J W GARAGE I a 0 P6 _ CD :. 1 1 ��� I -a —1 _ _ o J f o _ _ �`— — I _ _ I _ cc d V�_'— o — °q —ate' _ a e_ cc ......�.... .. {/ /////y /gyp ,y _ d 6�1•..__. ._ d F _ 9-T� - ° °g �-9 _b• a -.d° a' < / I W dea •ram—. . __ __ d *'- da S1 /` ..\ \\ \ 1 — '— —pry—� —J — �A_� T-- T _� —' *^-- I_.� , �O — S J \ 8 - �— — _"8 VY T —8" I O"V9f —�-- I re — — — — — — —r — — — — — — — \\ \ I i p I I _ I I I I I I —`s -8 - - s"W a; Lu — I. -- --1-8 k2 oN$,SM = s 8lS�-T Ec — — (NOTA PART) S1 _ 40 _25,g... .... _UNPLATTE® E15 TB o 203N0g� Cl 5cF N � I e- � 1 1 �. � � I'�i f >► .�s 04/30/26 0 ................. 79 LF±SERVICE LINE ' `'�` 25�� I'd i S2 P1 C6 TB o 0 0 o I�.� :...........::.... ....,..- ' I V1 I j o ® o I ' Iffd 44 LF SLV 0 Ipl® a J Scz FUTURE FENCE .... /PROPERTY LINE 0 .dpI BUILDING � ff. 0 o o w 00 a m -..... o la.l � °° i- 0 + v � N PI ............... _6ePIR-- ® *° —6"PIR 6„PIQ _ 4 18"GIR PI " - W 18 GIR ^' al 18"GIR ® ono 18"+ O o 00 2S�r0 n � I J -� ® � O a' II .......e.d.., .....,,....P;.tt,,....^ _...,.......e_.._..,.v..„._.,,... •_.v._;p...•,''4 .. ° d - a kj 44 , d4. _-••6—0d a a d a b I - d - ---- ° --d ® ea V a a 0 a' °d O .. J,,.,,..,. ..., . .r mom• _ .,. ,Y� a' 0 0 0 OFFS .. .. '' — Or __ d — .. .. v 01 f �. AL ..................... .....• Gd,� GAS ,�:s°a,.., � g f�A/ ........ f4W Orli'-- 0;-Fi t9Hi . ....,,_... .•e,.,,,.•w w Y.w.; w .,,wn, u,;.. .,.,,.,.w,.,.., , .,,,a u. ,.,, ,,.-w.., u, ,..,. 1 ;......... �F4�' ille Of(P.......... of i w ........ . OF}P EP 0' 3 .... '•tea r rac GAS Ohm .OI�P 0�� .01-I6� [---i. ............ 12N/ �... GAS ..... -. _77 — - - - - - - _ -W.USTICK ROAD_ _ W.USTICK ROAD �' Ep i2s� ss ss s ss ss ss ss ss ss ss a ss — ss ,,_ _` _ -- _. ._.. _ W.USTICK ROAD - ss N ss ss S 0 r i = z ® ® wr CL PRESSURE IRRIGATION LIST OF MATERIALS �T(�TES: 40 20 0 40 80 120 ;04. �-UZ ITEM DESCRIPTION ITEM DESCRIPTION 1. THE CONTRACTOR SHALL DETERMINE THE CT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMESQ ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND `� Q C4 PLUG OR CAP,4" Si PRESSURE IRRIGATION SERVICE,3/4',PER DETAIL,SHEET PIR-3 - - � �. SCALE �� �� UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1 800 342-1585 PRIOR TO ANY EXCAVATION. A C�6 PLUG OR CAP,6" S2 PRESSURE IRRIGATION SERVICE, 1",PER DETAIL,SHEET PIR-3 0 ® g U 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES,EVEN IF NOT SHOWN. F- CD OD PRESSURE IRRIGATION MAIN LINE DRAIN,PER DETAIL,SHEET PIR-3 S3 PRESSURE IRRIGATION SERVICE,2",PER SIMILAR DETAIL,SHEET PIR-3 � � ® ® (r 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE.CONTRACTOR SHALL INSTALL A SERVICE (OR 2 OR MORE � � � E10 ELBOW,4",22-1/20 SL2 PRESSURE IRRIGATION SLEEVE,2"AWWA,CL-900 PRESSURE IRRIGATION LEGEND SERVICES,SEE PLANS)TO EVERY LOT AS NEEDED INCLUDING ALL COMMON LOTS. E12 O ELBOW,4",90° SLS PRESSURE IRRIGATION SLEEVE,8"A A,CL-900 O PI EXISTING PRESSURE IRRIGATION 4, CONTRACTOR SHALL PROTECT AND RETAIN EXISTING SUBDIVISION FENCE LINES,UNLESS OTHERWISE NOTED IN LANDSCAPE PLAN,CONTRACTOR � m (� - — -4"PIR- — SHALL RESTORE/REPAIR EXISTING LANDSCAPING,PAVEMENT,FENCING,ETC.,TO ORIGINAL CONDITION OR BETTER. 0 w A 0ELBOW,6",11-1/4° ®1 PRESSURE IRRIGATION SLEEVE,12"AWWA,CL-900 LINE & SERVICE T/� cn OE14 ELBOW,6",22-1/2° T5 TEE,4"X 4"X 4" 200 LF 5. RETAIN AND PROTECT ALL EXISTING TREES WITHIN PROPERTY AND ADJACENT TO PROPERTY,SEE LANDSCAPE PLAN FOR DETAILS. Cn O CONSTRUCT PRESSURE ® LLJ f 15 ELBOW,6",450 T7 TEE,6"X 6"X 4" IRRIGATION LINE & SERVICE 6. SEE SHEET PIR-3 FOR DETAILS AND NOTES. ¢ Z cc ELBOW 601,90° TEE,6"X 6"X 6 CONCRETE THRUST BLOCK 7. THE PRESSURE IRRIGATION SYSTEMAND THE PUMP STATION TO BE OWNED AND MAINTAINED BY SPRINGDAY SUBDIVISION HOMEOWNERS r1 E16T8 ASSOCIATION. ON1 DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND 11 TEE,8"X 8"X 8" VALVE RECOMMENDATIONS TB P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) 0— MAIN LINE DRAIN 8 PRESSURE IRRIGATION MAIN,1"PVC,CL-200 SCALE 1 =40' V1 __________ P4 PRESSURE IRRIGATION MAIN,4"PVC,CL-200 VALVE,1"GATE 40 LF SLV CONSTRUCT SLEEVE DWG.DATE 04/30/26 V4 VALVE,4"GATE SL4 {SIZE & LENGTH) P6 PRESSURE IRRIGATION MAIN,6t'PVC,GL-200 O PROJ. NO. 251114 V6 VALVE,6 GATE PS PRESSURE IRRIGATION MAIN,8"PVC,CL-200 SHEET 19 OF 24 e1 V8 VALVE,8"GATE R5 REDUCER,6 X 4F, „ E, X5 CROSS,4" PIR- 1 R8 REDUCER,8 X s X6 CROSS,6"X 4" /SHEETS/251114-PIR.DWG I I II( Nlkl I I I I Iffl I I I ' I �II 1 I vl 1 I ! 010co III III 1 I A —,�I --1 I _m m -- L, I I fl l l[i I I IP1I I I I ! I I f I I p I I I - I I ! ! N I I I 111 I II I II I �11� ( I NI 1fil I I .. I I f( I II I I 1 I II I I ! ' (FUTURE) I I I I I -� I it I I I I I I Ni FUTURE SERVICE(TYP.) f I III I ` _{- I �.I C4 TB 12 12 FUTURE SERVICE(1YP.) r I TB i I i � � ° III I { C6 TB .•SL8 V4 S2 I TYP TYP I E10 I I I I I , , po I I P4 1 I �- I TB T5 I I L P1 70 LF_SERVICE LINE I D 10 LF P6 107 LF P4 3 LF SLV I �' P' 231 LF Pm Pi po 10 LF �o I 1 �� 116 4"PIR 1� � � 7 Fd P4 P� � S2 V44"PIR 4 PIR 4"PIR 2 LF 1, �� 101 LF 4 PIR ! I I I I "' -- — -- — 63 LF -- — _ — �. _ _ 4 PIR " I _ — — SL8 68 LF T7 TB V4 P4 `c' C4 TB F SL C V co S1 S1 X5 S1 Si S1 S1 1 4c-,� S2 N V1 cn `�� S2 S1 Si F - d SL2 _ N1 S S S1 S1 S2 •�,e V4 E10 TB P4 O • F — _ 13 LF P4 1 3 1Q 1Q = o ' P4 4a,PIR . _.... ® TYP M 3 107 LF o T5 TB S1 P6 BLOCK 4 3 a4. a a d ° — — _ .. 5% 8 10 11 I S1 2 3 4 6 ' 7 9 12 S2 5/ BLOCK 5 - o ac 13 14 15 d a E14 °C 2 BLOCK 5 Q ����. S1 0c Ps a. P4 6 ct a _ P4 V6 S2 -� 5' 4:-. ( s2 1 a V4 N1 v' I� a a. a N1 8"W $"W t,� cn 1 8 W 8"W 8'NW 8"W P4 Of ® — P6 r r — — — _ — ,L 8"1!V g'W 8' "O W.BERGAMO ST. 5° 8 S 8"S W.BERGAMO ST. " —' — ►�; P4 S1 TYPcc =811S-1111 ®�la °• °d. PI J a. a o ° � � ao S V6 E14 TB g d I 4 0 _ �► o 2a I '� uj j5 a . V4 NiN1 W �� ® ►- co P6 S2 1 S1 >.. u.. W ®:° co a� h oo co o W �. N 0 ° 1. ° cc 8 oc 10 z a BLOCK 3 W o o a 1 19 S1 S1 ® � UM coLu I WWC) 18 17 16 15 14 i3 ® ® 12 I v z ® ® �- . c q 3 FUTURE ® g e� a ® z 8 � °4`. . a S1 BLOCK 6 BLOCK 7 SERVICE CO l00000 a .....---- TB ........................... 108 10' 10 0 7 S1 �. -@ 11 P•) W cc TB R5 S1 m ,1, S1 nr� ~ M 2541..... Si S1 S1 S1 TYP TYP S1 1 TB a d. T �„ �a IJ.. z _ '--...... E16 T8 �, S1 S _ P4 "' ® 2 = ::a... d d T5 �� ® �-- da a P4 Uwe a 6"PIR eo mU, ( � P4LL 0 ° 1 F 4 PIR 4 PIR S1 cn z w 33 L 0 �..+ ,ra P4 241 LF ;r, 34 LF oo 2 S1 � cc P4 - .... — P6 _ 2 4 a. oc ° 9 _ E12 TB S1 12 _ aCD -7- 5 �� v' 39 f VALVE LID SHALL BE RAISED TO FINISHED °- ®® co 1 VALVE LID SHALL BE RAISED TO FINISHED �) a GROUND,BEFORE INSTALLING SIDEWALK a S2 _ Lu " ,� ° �' GROUND,BEFORE INSTALLING SIDEWALK S2 a T8 R5 TB a ® 1 -;a 1 S2 a. a 107 LF 1 ° 63 LF SLV I — — — — — I 4 PIR 6"PIR e o " 107 LF a V4 - — -- — - TB E12 34 LF in 63 LF 6 PIR ° _ _ — ` �S�Qt�1AL S2 c�i P6 V6 V6 "? S1 P6 cv P6 T8 R5 TB 8'W 8"W �, � u; cn W.ASPE °. S2 .254 8 = AS ENS —U SL8 — 6 _2 . 241 LF (���6"PIR ° °' .a 4 S1 �' 13 TONE ST — - — — — _g„ 20305 W. 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SEE SHEET PIR=l SEE SHEET PIRmoolSEESHEET PIR-1 �;0 � Q z PRESSURE, IRRIGATION FIST , OFMATERIALSNOTES. ® � z � ITEM DESCRIPTION ITEM DESCRIPTION 40 20 0 40 80 120 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND "4 C4 PLUG OR CAP,4" S1 PRESSURE IRRIGATION SERVICE,3/4 PER DETAIL,SHEET PIR-3 UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. � `® 0 w � SCALE IN FEET � cn - �.— C6 PLUG OR CAP,6" S2 PRESSURE IRRIGATION SERVICE,1",PER DETAIL,SHEET PIR-3 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES N IF NOT SHOWN.n w _ <C Q = U D PRESSURE IRRIGATION MAIN LINE DRAIN,PER DETAIL,SHEET PIR-3 S3 PRESSURE IRRIGATION SERVICE 2" PER SIMILAR DETAIL SHEET PIR-3 °— O 3. CONTRACTOR SHALL VERIFY THAT Y LOT HAS A PRESSURE IRRIGATION SERi/ICEa CONTRACTOR SHALL INSTALL A SERVICE (OR 2 OR MORE � � z ELBOW 4 22-1 2° " PRESSURE IRRIGATION LEGEND cr SERVICES,SEE PLANS)TO EVERY LOT AS NEEDED INCLUDING ALL COMMON LOTS. ® ® E10 / SL2 PRESSURE IRRIGATION SLEEVE,2 A A,CL-900 .dcr - �U E12 ELBOW,4",90° SL8 PRESSURE IRRIGATION SLEEVE,8"A A,CL-900 _ — _ P� _ EXISTING PRESSURE IRRIGATION 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING SUBDIVISION FENCE LINES,UNLESS OTHERWISE NOTED IN LANDSCAPE PLAN.CONTRACTOR � -4 PIR LINE & SERVICE SHALL RESTORE/REPAIR EXISTING LANDSCAPING,PAVEMENT,FENCING,ETC.,TO ORIGINAL CONDITION OR BETTER. N cd E13 ELBOW,6'°,11-1/4° � PRESSURE IRRIGATION SLEEVE, A A,CL-900 w 5. RETAIN AND PROTECT ALL STING TREES WITHIN PROPERTY AND ADJACENT TO PROPERTY,SEE LANDSCAPE PLAN FOR DETAILS. 1� ram- QE14 ELBOW,6",22-1/2° T5 TEE,4"X 4"X 4" (p 200 LF CONSTRUCT PRESSURE `�1 o IRRIGATION LINE & SERVICE �- CD 6. SEE SHEET PIR-3 FOR DETAILS AND NOTES. � E15 ELBOW,6",45° O TEE,6"X 6"X 4" ® � 1110 CONCRETE THRUST BLOCK 7. THE PRESSURE IRRIGATION SYSTEM AND THE PUMP STATION TO BE OWNED AND MAINTAINED BY SP INGDAY SUBDIVISION HOMEOWNERS T� 6 d- E16 ELBOW,6",90° T8 TEE,6"X 6"X 6" ASSOCIATION. r/1 00 N1 DEFLECT PIPE PER MANUFACTURERS SPECIFICATIONS AND T11 TEE,8"X 8"X 8" 0 VALVE RECOMMENDATIONS Q P.C.C.THRUST BLOCK(AS REQUIRED EVEN IF NOT SHOWN) 0- MAIN LINE DRAIN P1 PRESSURE IRRIGATION MAIN, 1"PVC,CL-200 =_-_______ V1 VALVE,1"GATE - CONSTRUCT SLEEVE SCALE 1"=4.0' oP4 PRESSURE IRRIGATION MAIN,4"PVC,CL-200 40 LF SLV (SIZE & LENGTH) DWG.DATE 04 30 26 If V4 VALVE,4 GATE SI.4 PS PRESSURE IRRIGATION MAIN,6 PVC,CL-200 V6 VALVE,6"GATE PROJ. f�l0. 251114 P8 PRESSURE IRRIGATION MAIN,$"PVC,CL-200 ,� e' V8 VALVE,8°°GATE SHEEN 20 OF 24• R5 REDUCER,6 X 4 X5 CROSS,4" R8 REDUCER,8"X 6" X6 CROSS,6"X 411 PIR-2 /SHEETS/251114-PIR.DWG PRESSURIZED IRRIGATION NOTES 1. THE PRESSURE IRRIGATION SYSTEM WITHIN SPRINGDAY SUBDIVISION AND THE PUMP STATION WILL BE OWNED AND MAINTAINED BY THE SPRINGDAY HOA. 2. THE PRESSURE IRRIGATION SECONDARY SOURCE IS LOCATED IN LOT 1,BLK 2 OF SPRINGDAY SUBDIVISION NOA. 3. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. 4. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY,PRIVATE ROADWAYS AND TRAVEL WAYS WITH PRESSURE IRRIGATION AT A MINIMUM DEPTH OF TWO-AND ONE-HALF(2-1/2)FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT,ACHD AND ENGINEERING SOLUTIONS,SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 5. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS{SANITARY SE R,STOR DRAIN,AND O 3" SDR 21" PVC RISER ND 18" ABOVE GROUND 12 IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER 11 MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED I O 3" x 4" x 6" CINDER BLOCK (OR EQUAL] ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 0 �,., OF THE WASTEWATER RULES(IDAPA 58.01.16). 4" or 6" x 1" SADDLE MINIMUM 9 6. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A O4 " " LOT 5' MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS o 4 or 6 N LINE MINIMUM a ®� THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 v " BRASS �- OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 5 1 PIPE o 0 58.01.16). � �L o O 3/4" OR 1" 200 PSI POLY 18" ABOVE GROUND 5' �K LOT ® m 5; 10 3 SIDE LOT PVC RISER 7. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE 0(2)INCHES WIDE,METALLIC RED IN COLOR, E WORDS ®� O 1" BRASS CURB STOP MID) DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH.PLACE THE TAPE BETWEEN SIX(6)INCHES �"" ® � �6; !-- PRESSURE IRRIGATION PIPELINE - BELOW THE SURFACE AND EIGHTEEN(18)INCHES ABOVE THE TOP OF THE PIPE. J ® � CU ��U 0 8 ROCK CHIPS 1 SEE PLAN FOR SIZE OF PIPE Z I""- N ��►, 8. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE � TYPICAL PIPE LOCATION W " WATER. U � �'� O 3 FEMALE ADD. NOT TO SCALE 0 ' , fa m o10 9. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. ® ® � "i i LOGA WIRE THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN 10 FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,PRIVATE ROADWAYS --- ® mo 01= 6 ( ) F = 11 3" PVC PLUG 3 5 C�-, AND TRAVELWAYS. Wcr_0 co O " 10. ENGINEERING SOLUTIONS SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS. FORTY-EIGHT(48)HOURS ADVANCE NOTICE IS Fr W 12 MARKER, STEEL 1 POST z <C 4 REQUIRED. 0 0Q �_ g co 6o� 11. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT LINES.WHERE PRESSURE IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN LL 8 2 ORDER TO CROSS A STREET,THE DOMESTIC WATER SERVICE AND PRESSURE IRRIGATION MAINS MUST BE ON OPPOSITE SIDES OF A LOT. O LU } 12. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY(150)POUNDS PER SQUARE INCH(PSI)WITH ALLOWABLE LOSS IN z cc W 0 "MODIFIED"TYPE A RISER ACCORDANCE WITH THE SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC. ®w'" SHORT SIDE SERVICE NOT TO SCALE 13. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL COMPLY WITH THE NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD p m SPECIFICATIONS FOR PRESSURIZED IRRIGATION SYSTEM-LATEST EDITION,EXCEPT AS MODIFIED HERE ON. 14. ALL PIPE SHALL BE PVC-CLASS 200-SDR21 OR BETTER. PIPES THREE INCHES AND SMALLER SHALL BE SOLVENT WELD.PIPE FOUR �5`oNAL DOMESTIC WATER METER BOX COVER INCHES AND LARGER SHALL HAVE MECHANICAL JOINTS. ®�� �.�GENSF4 c�ti OBLITERATE WORDS "WATER METER FORD a 7� „ 15. MINIMUM DEPTH COVER OVER ALL PIPE SHALL BE 30. 20 Ae N0. X43 CAST IRON WITH 12 1/2 305 16. MINIMUM COMPACTION SHALL BE: 04/30/26�p \// 20 PVC A.95%IN RIGHTS-OF-WAY. `�ps,�TE OF B.85%EVERYWHERE ELSE. 1 3" SDR 21" PVC RISER D 18" GROUND 13 \0\ 1�� 1 1 2 CURB STOP \ \ \ VALVE SUCH AS H REQUIRED AT ALL TEES AN BENDS AS OWN ON THIS PLAN. G FITTINGS T A " " " 12 � / FORD B11-666SW 17. CONCRETE THRUST BLOCKS SHALL BE EQU®ED L E D E S S S LE GS REQUIRED A ALL 2 3 x 4 x 6 CINDER BLOCK OR EQUAL 1 1/2 BRASS PIPE / \/ \// CHANGE OF DIRECTION OF PIPES OVER 11 1/4 WHERE SHOWN 0 THIS PLAN. O c \ _ 10 /�/ / '� // , 1 1/2� PVC PIPE 18. ALL SERVICES SHALL BE PLACED AS SHOWN ON THIS PLAN.THEY SHALL END PAST PROPERTY LINE INTO LOT AS SHOWNON DETAIL. ® o, 3 4" or 6" x 1 SADDLE MINIMUM �- O 00 � \ \ \ \ 19. CONTRACTOR SHALL VERIFY THE LOCATION F ALL OTHER UTILITIES BEFOREINSTALLINGTHE IRRIGATION PIPE. Ld 00 t 044" or 6" MAIN LINE MINIMUM \\/ \�\\� D 1t- to " 0 0 0 o�\� 20. CONTRACTOR TO VERIFY LOCATION OF ALL LANDSCAPE LOT SERVICES NTH OWNER PRIOR T INSTALLATION. � o / oC Q -W O 1 POLY PIPE 200 PSI \ ®o °� \ gig �� �°�°° �•. Ld x 6 " " " o o / 0 0 0 0% 21. WHERE PIPE MUST BE DEFLECTED TO KEEP ALIGNMENT SHO ON THIS P ,THE CONTRACTOR SHALL NOT EXCEED PIPE c 3/4 OR 1 200 PSI POLY 18 ABOVE GROUND 11 ,/\/�/ / \ o° O MANUFACTURERS RECOMMENDATIONS. �0 0 . �° \\ W 0 �i,.�i, 000 O 1$ BRASS COMP. COUPLINGS %//. //.�//.�//� % , 22. ALL VALVES MUST BEAT MOST 10 FROM THE BACK OR CURB,UNLESS OTHERWISE SO 0 cn � .. 8 1 MIN. 12 DRAW ROCK MIN. 1 CU YD. �� <Zco 0 1" BRASS CURB STOP A BOTTOM OF VALVE DRAIN ROCK 23. ALL VALVES AT STREET CROSSINGS SHALL BE ON BOTH SIDES OF STREETS. 0 ® ro 4 FOR SUPPORT CI i� 0 O ROCK CHIPS o0 D IN VALVE 24. CONTRACTOR SHALL INSTALL PLUGS AT END OF FITTINGS THAT SERVE EAS NOT INCLUDED IN CONSTRUCTION OF IS PHASE. z M NOT TO SCALE 10 3" FEMALE ADD. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PIPE LENGTHS SHOWN ON THIS PLAID BEFORE PIPE INSTALLATION. 11 LOCATER WIRE 3 7 5 7 8 26. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING DISTURBED FENCE AND LANDSCAPING IN ORDER TO INSTALL NEW 12 3" PVC PLUG SERVICES.EACH HOMEOWNER SHALL BE NOTIFIED AT LEAST 24 HOURS BEFORE ANY PROPERTY DISTURBANCE. 4 cn 27. RETAIN AND PROTECT ALL EXISTING UTILITIES AND IRRIGATION FACILITIES. 13MARKER, STEEL 1" POST 9 2 28. CONTRACTOR SHALL INSTALL A DRAIN AT ALL LOW POINTS IN THE PIPE AND A PRESSURE RELIEF VALVE AT ALL HIGH POINTS IN THE PIPE �I M (EVEN IF NOT SHOWN). 29. WHEREVER THE PRESSURE IRRIGATION LINE CROSSES THE GRAVITY IRRIGATION OR STORM DRAIN AND THERE IS A CONFLICT,THE c z (f� "MODIFIED"TYPE A RISER PRESSURE IRRIGATION LINE SHALL GO BELOW THE GRAVITY IRRIGATION OR STORM DRAIN AND A DRAIN SHALL BE INSTALLED AT THE ® �..� LONG SIDE SERVICE LOW POINT OF EACH LOCATION UNLESS THE PRESSURE IRRIGATION LINE CAN GO OVER THE GRAVITY IRRIGATION OR STORM DRAIN AND U .�.. < NOT TO SCALE STILL HAVE A MINIMUM COVER OF 3011. < u.s t1i 30. CONTRACTOR SHALL INSTALL PRESSURE IRRIGATION LINE TO DEPTHS THAT MATCH THE FINAL GRADING PLAN NTH 30"OF MINIMUM _ COVER. 0 =i" U Z 0 31. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT INCLUDING COMMON LOTS,EVEN IF NOT SHOWN. Z 32. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING \ CONSTRUCTED. 0 cc uj uj V1 r ® Ck� w - ® d- C/) J � cf) w cc SCALE N.T.S. DWG.DATE 04/30/26 PROD. NO. 251114 SHEET 21 OF 24 PIR-3 /SHEETS/251114-PIR.DWG s DESIGN SPECIFICATIONS 60"WET LEVEL SENSOR/ NEC CLEARANCE Design Flow Rate: 706 GPM @ 70 PSI WELL FLOAT SWITCH SEE LOCAL CODES Duty Pump Details: 40 HP/Pusnp 706 GPM @ 170 TDH CAP1 Jockey Pump Details: 3 HP/Pump 500 GPM @ 170 TDH ACCESS _ Incoming Power. 460 Volt / 3 Phase COVER Model SILL OF MATERIALS 74 ITEM DESCRIPTION SIZE Count s L1 AiR RELIEF VALVE 1/4" 1 SCOPE OF WORK Cooling System. The control panel cooling system shall be 4.Fault Log with time stamps and diagnostic utility. 1Y°'INTAKE _ Go Gv z®' 1 Packaged Pump Station supplier shall provide a variable appropriately sized for the ambient conditions.The cooling 5. Trend Data graphic display y p flow, SCREEN _ 2 BUTTERFLY VALVE, , with ra hic dis la of system pressure, I FLUSH LINE speed vertical turbine pump station complete with pump, system shall not allow dust, insects or rodents inside the motor frequency and amperage. Data shall be exportable 2`°FILTER 3 BUTTERFLY VALVE,Go,GV 4" 3 valves, sensors, variable frequency drive(VFD), um control panel. Two sets of spare filters shall be �,s FLUSH LINE piping, � Y ( ) pump P R to MS Excel � 4 BUTTERFLY VALVE,Go 478 2 programmable logic controller(PLC), UL 508A listed control included with the pumping system. A ® 6.USB port to upload, download of program, and data ICA panel, and all appurtenances necessary for a complete and 4"DISCHARGE 5 CHECK VALVE, GROOVED 2" 1 Main Disconnect. AService-entrance rated, non-fused storage. functioning pumping system. The station shall be mounted to disconnect shall be mounted in the pump control panel and 6 CHECK VALVE, ENBEE 4°' 1 press brake formed steel base and enclosed in a shall isolate all power to the control panel. The disconnect 7 CHECK VALVE,SILENT 4" 2 powder-coated marine grade aluminum enclosure. The pump shall include an operating handle mounted on the control Web-Based Remote Monitoring and Control FOR CLARITY station shall be manufactured by a UL QCZJ certified pump panel enclosure door that is mechanically interlocked to The pump station control panel shall include a web-based FILTER SHOWN REMOVED 8 ELECTRICAL PANEL 1 station manufacturer. remote control and monitoring system that can be accessed prevent entry while the disconnect is in the ON position. To 9 Y 9 PROPELLER FLOW METER 4" 1 from an device with a web browser, such as a PC, tablet, or a{ Technical Service and Support. The manufacturer shall prevent damage from vandalism, a disconnect external to Y w MIN. 32°' 10 FILTER,SAF 1500 419 1 provide access 24/7 phone support with a factory certified the pump station enclosure shall not be accepted. smart phone. No 3rd party application or software must be NCE technician. The technician shall have access to all relevant required for accessing this information. The web page shall "' 11 HIGH PRESSURE SWITCH 1/4° 1 Overcurrent Protection. The VFD bridge rectifiers shall be include full graphical representation of the pump station and data specific to the pump station, Including specifications, protected from over current by an appropriately sized circuit PLAN VIEW 12 HP RELIEF VALVE,ANGLED 2#1 1 submittal, shop drawings,programming, and detailed photos breaker. Fuses are not acceptable. its features and shall be capable of remotely changing all cc of the system. operating parameters of the pump station. The pump station am Lightning &Surge Protection. The Pump Control Panel shall shall automatically send email or text 13 PRESSURE GAUGE 2-1/2" 2 alerts regarding ®�,o� 1.3 Factory Testing. The pump station shall undergo and pass all C 2 14 PUMP,TURBINE -HP 2 be equipped with transient voltage and surge arrestors. warnings and faults and specify the station and specific 502 of the following system performance tests: Hydrostatic W 2 15 PUMP,JOCKEY,SUBMERSIBLE -HP 1 testing that meets ANSI/HI specifications and standards; Convenience Outlet The Pump Control Panel shall be fault/alarm. W with a duplex outlet. The pump station manufacturer shall supply all required `r 8 CD 16 PRESSURE SENSOR 1/4®' 1 Flow testing that meets ANSI/HI 14.6 specifications and equipped P � ®� standards; and Vibration testingthat meets ANSI/HI 9.6.4 Variable Frequency Drive(VFD). The VFD shall be communication hardware except computer and computer >07 �- ,a C q Y ( ) accessories, includingall necessary direct burial cable and � ® CM K m 17 SKID 36x48 1 Vibration Measurement and Allowable Values specifications appropriately sized to meet the FLA(full load amps)required "� E5 W a N � �W and standards. The pumping system shall be flow tested as by the pump motor, as stated on the motor nameplate. The antennas. Z W a UJ ,z 13 11 ,s 4 s ,3 ,o s 5 a complete unit, which shall include function testing of VFD shall be manufactured by ABB Industrial Systems, Instrumentation. ® (.) M � 5 pumps, motors,instrumentation, appurtenances, and control Mitsubishi or approved equal. Initial start-up and calibration o Ei U PP P Pressure Gauges shall have a 304 stainless steel case,with 0 1- X panel. The results of all tests shall be available to the owner. shall be performed by a factory certified technician,which ® � "i v bezel construction. Gauges shall have a 2.5"diameter and � C� � 2 s shall extend the warranty on the control panel to a total of = ®� ° PRODUCTS be liquid filled. � �--� ' ' �5 ° three(3)years. � W o Piping, Valves, Skid Base, &Station Enclosure. Pressure Transmitter(s)shall be constructed of stainless t.-. ®CD C Programmable Logic Controller(PLC). The PLC shall be a0 - ° ° steel and rated for the pump station discharge pressure. Z Q ��_ Piping. The station piping shall be standard wall pipe with fully programmed prior to pump panel installation. The 1"BLOWOUT grooved connections. Flanged or welded connections shall Flow Meter. The station shall include a micrometer flow g g technician installing and programming the PLC is to be ® ®W 9 1 0 01 1 ? 1 *WUVnot be acceptable. Threaded connections between the main factory trained and certified by the PLC manufacturer. The meter. The flow meter shall have flange connections. �-�- e , J LU a sections other than at the um volute shall not be Current and totalized flow shall be read at the pump control "� '� piping P P PLC programming shah be non-proprietary, and the � ®®m acceptable. complete station programming shall be made available to the panel HMI. Inserion flow meters and sensors shall not be Z LU JOCKEY PUMP ASSEMBLY accepted. Valves. Gear Operated Butterfly style isolation valves--with owner via a USB drive included with the station control ®® �.. 1. ... grooved connections--shall be included on station suction panel High Pressure Switch shall be located on the stationLU and discharge piping. Flanged or threaded connections shall discharge manifold. It shall signal a system fault if the W DRAiN %"HOSE BIBf7i9 P P 9 9 PLC Operator Interface. The PLC shall be equipped 'h a 1"CW CLEANOUT At not be accepted. A non-slam check valve shall be included 5.7n LCD color touchscreen. The operator interface shall discharge pressure reaches a user-adjustable setting,with on the discharge of each pump. An air release valve shall be allow the user to make adjustments to the PLC program the adjustment mechanism located on the switch. The high �g\ONAL 3 p included,located immediately after the pump check valve. locally without requiring any additional equipment such as a pressure switch shall be IFM or approved equal otc� \GENSF® Q Q' Skid. The pump skid shall be made of 1/4"press broke A36 laptop computer. A VFD control keypad is not an acceptable Diaphragm Style Pressure Relief Valve shall protect the ° ® steel. No welded bases or open rail systems shall be substitution for the digital operator interface.The PLC shall piping network by bypassing or relieving excess pressure 20305 have an Ethernet port to enable remote access. and shall maintain close pressure limits without causing 04 30 2 acceptable. P p 9 CPU / o FRONT VIEW 00 surges. If upstream pressure decreases below the spring iz PunnPREMOVED Corrosion Protection. The pump skid and appurtenances To ensure that the control system warnings and parameters p E pF oR CLARITY shall be cleaned to bare steel and hot di galvanized. All can be sae understood by a de range of operators,the setting, the valve shall close. The valve shall be a Cla-Val `� P safely Y Co. Model No. 50-01/650-01 Pressure Relief and Pressure piping including elbows shall be galvanized inside and out. interface shall have user-selectable English or Spanish The pump station shah be pressure tested prior to Interface Sustaining Valve as manufactured by CIa--Val or approved DUTY PUMP ASSEMBLY galvanizing. No welding shall be performed after the pump equal. Filter relief pipings all be plumbed to the system wet PLC Control Functions: station is galvanized. The skid an piping shall be warrantied well. � � ® for a period of 25 years. 1. User settable Local or Remote control. Pump Protection Shrouds o 2. System Pressure Set point w 03 1 Y P ''�' � NM Automatic Filter: The pump station shall include an Each pump and motor shall be completely encased in a � automatic screen filter. The filter shall use suction scanning 3. Pump Sleep Settings, with two threshold modes: Sleep by slotted PVC well casing. Both ends of the shall be i devices to automatically remove debris from the filter Flow or Sleep by Frequency thoroughly sealed to ensure that no water can enter at either � O "°®N Y � element The filter shall be Amiad SAF or approved equal. 4.System Protection Settings, including fault and warning end. Water shall only enter the casing through precision Ld ® L° Control logic for filter flush shall be included as part of the parameters for low flow, high flow, low pressure, high laser clot slots, which will not allow debris larger than can beLL_ i-- °1 � 600 60 WET WELL ! I main control panel PLC programming. pressure, restart trials and restart delay time. passed entirely through the pump. All water entering the o CD casing shall ass over, and cool the motor, prior to entering _ o I I Pump Control System 5.Load Factory Default Settings, User Saved Default 9 P ' P 9 y Settings. the pump. 0 NEMA Rating. The VFD, PLC, and associated electrical e 6. Pre-Programmed Start-Up Routines to limit and/or delay w equipment shall be mounted in a NEMA 12/NEMA 4 C enclosure rated for indoor/outdoor installation depending on starting and acceleration of the pump to eliminate *SEE GRAVITY IRRIGATION PLANS FOR CHECK STRUCTURE AND DELIVERY DETAILS ® excessive velocity and pressure. It shall also include initial � Q site location. To avoid potential water or rodent damage, ® 0 1 - l VFD's mounted outside the main control panel are not start-up, mainline fill, power outage and automatic C) a 1Y"INTAKE `° `�- acceptable. re-starts. SCREEN SUPPLY LINE Control Panel Manufacturing&Testing. The pump control PLC Monitoring Functions anel shall be manufactured and listed b a UL508A Panel 1. The LCD color touchscreen must be capable of alternating 2"FILTER °° °° �► Q P Y P g FLUSH LINE °° ° Shop. The panel shall be UL labeled as an"Enclosed between English and Spanish during operation by an -o C/) -TO WASTE industrial Control Panel". The pump control panel shall be end-user accessible button located within an operator voo r Q u,J X completely manufactured, tested and programmed prior to screen. The system diagnostic utility must be capable of • :Z �""' 0 ABOVE PAD delive to the job site. being displayed in both English and Spanish. ® [�] WSTNIBFBI..EAIDVGE delivery J g9 P ® z DUCTILE IRON Documentation. A color wiring schematic and pump 2. Pump operating status, total pump run hours, motor ® Z frequency, motor amperage v °6 0 nameplate information shall be permanently affixed to the � inside of the control enclosure. All field terminal connections 3. System pressure, flow rate a J CONCRETE PAD&WET WELL LAYOUT II UJ ® Q sha be numbered and labeled. A 0 w no = U k MrNP.m32 CLEARANCE ~ �- ® [� �- �U.1oil Z � o © VU Wm 4"DUCTILE IRON C� FINISHED PAD EL 2544.25 c� W/UNIFLANGE w STUBBED 6 � Q � � Z ABOVE PAD J � ^ HIGH WATER LEVEL EL. 2542.75 L.a- ( SCALE AS SHOWN w J 12 INV EL. 2539.75f w IN FROM SCREEN DWG.DATE 04/30/26 PROS. No. 251114 o WATER-TIGHT CONNECTION (TYP.) SHEET 22 OF 24 r EL 2527.75 w Pmp� i /SHEETS/251114-PMP.DWG 76.93' ROW 18' ACHD EASE. 12' WIDE TEMPORARY GRAVEL MAINTENANCE ROAD C RATED) I 10' SIDEWALK ow as 8' mop 21' ON now 12' ISLAND No 21' 8' 10' SIDEWALK I 2, 2.9' , 1' 1' �- GRADE TO T• 10" OF 3/4" MINUS BASE COURSE GRADE TO 2, 18.5 0.5 0.5 18mom .5 2' DING LANDING MATCH EXIS MATCH EXIST. 1, 1' 0.5' I (3:1 MAX•} (3:1MAX.) 0.5 0.5 0.5' I LANDING LANDING C A G H I G 1.5% B 2% - 1.5% MIN. _..._ 2% 1.5% - - MIN. C 1.5� .l• r �, v. �< s V. 71 „ ..,. i ,,.\ „ a v.,, '.., ,."'p°. .,✓r. .+`„„d.a r'!..i^�d �`` „!`,v,..�. �\. , fxw•* ,..r,,'v.. .. ,... .� r'r, f r •'rr r.�' r i I I r ,..,:,.*, 0,. ..4 ..,..,V/, .. t. ...e ... .,`'. ,.+.: . .. ,.^, .., ,. b ....,. ,. e"`.. ..•. 1 A. �. p Y y� ", \° "\;Da, ,�'.f t:'t „ ,.v /„ d, ,..r .. . , „�'t. ,.,.; .'l F a``+,.T .�,n ♦ `'t'1. \r. 1: ,a ,..'R `3`\ �.6.� .. .F,. .,,,r.,,� ,:., `", r r r . ,✓'/ ,,, ,;•,,, ! ,.., a.,..`•,. .,;. a.. ..�. ,,h r � .•. ,✓s�� ✓f/'".+!�,p.'q'Pd sF'«pr"'f COMPACTED STABLE SUBGRADE UPPER 6 1� R F } TO 95% OF MAXIMUM PROCTOR DENSITY n ,: M1L. x"v. e. ..,, h: r o.. , ... w •.,. 'r �,,. F x x,. -cc O,. a,. ,., «, „, ,,r, `� a. �« „ � r.,. a e , � wR R. .... �. ., .'v,z.4 ,r �.. ,. .. .. e. ., , v.... 1.. ,.,. _ ,,. < ..\,. .. v D f , ,. « . � O .....'�.. .h.. .. r .... .,. ,r. ,.. ..,t'. ...r,� ,. x '... ,. ,+.. .,✓.. ,. ,. ,. « , .. �, ,. . ',<' ,✓'. , . ,. P, !. /,. ,.=J..F,,...f ✓'.'.....tj"r,,:^.,..F t4�r., ..< D I 2 ' WIDE TEMPOURT A E AINTENAN EROAD ® E F F F E D z � CC SS�M C I D NOTE' � N.T.S oA 3" ASPHALTIC PAVEMENT © 5" CONCRETE SIDEWALK - ACHD O 20" PIT RUN GRAVEL ® 6" VERTICAL (ISLAND) CURB BASE AND SUB-BASE © 6" VERTICAL CURB AND GUTTER - SUPPLEMENT TO ISPWC SD-709 ® COMPACTED STABLE SUBGRADE ® CENTERLINE STREET DESIGN SHALL EXTEND 6" ACHD SUPPLEMENT TO ISPWC SD-701 4 OF 3/4 MINUS CRUSHED GRAVEL MINIMUM BEHIND CURB. COLLECTOR STREET SECTION W ITH ISLAND = 76.93ft' RIGHT-OF-WAY ' C 1 C 3 C� 12 0R 14 WIDE GRAVELACCESS 60 VERTICAL CURB - ISLAND - DETACHED SIDEWALK GRADE H �, 2" ASPHALTIC PAVEMENT MATCH GRADE TO N. AVELLINO WAY MAT i :1XIST. CIO STA 10+65 11+64 (3 MAX.)• CMAX.) C N.T.S NOTE: COLLECTOR STREETS S BE A SP-3, 0.5 INCH ( � MIX, PG 64-28. O 4" OF 3/4" MINUS CRUSHED GRAVELA < m _j ®v 68.94 ROW 18 ACHD EASE. _I O 20" P RUN GRAVEL s o co Lu 17.44' 10' SIDEWALK 8' 13' 13' 8' 10' SIDEWALK I 2' 12 WIDE ASPHALT ACCESS ROAD0 z ­allOWN amr..�._ �S ;� LL. 3 t � �W 91' 2a 1, ,, 141 (ACHD) WIDE ASPHALT ACCESS ROAD -� p N �co 2 2 1 1 1 so 2 11 now 2 LANDING LANDING I z ;� LANDING LANDING 0.5' 0.5' N.T.S L,L.I o � m � ® > M �O U 1.5?� C B A og A B C 1.5� I �� 2.0% 2.0% d ,."I ff"', � n��, A ^`,. 0 `'"/',5,.... �� .��. ..rFr'.; P '•r f y,r w. 4 r 'f''«,^'1 «'�*`i � ' ',, ,.v.'., �<,a.:'/``, ,t .. '•' V.,D `4 0.',....+ .\ .\.4 R.`',i i v r ".."V r'Y `\ <✓vs\V 6\,, , ,.p e`,r ,}:.Las*,� ...:? fP,`!1'+f /'f'' E f '^.. `',, f'f}' d /`,,:�`. P a✓"\ '.<w d � �' i' "e''tP:, \4,f..,fiafd'<,,:s. .+``'�,•\ l,.s ®O W f W J ��r` Q, � I Q r v R �� } ,r fx h fif. h ;;�� 13' ACHD EASE. 37' ROW 13' ACHD EASE. .6' `�`R f f/ ,s,'f r '`f r +`./ /` f'' P rd r "F ' I E. O cc �.i � of h r R �. w� D Cl) F-- �_ D a.w..r'':`.�` ?,`\..°e.'�, o�`v.,'�..'' ,, ,. f«', ��� ,<6..`..,�`'4 "•,').v tw'I>'„``',,/,� f?``.,;\ .',w , , r v. ,v A`°,,',, ,.., r r,r..,� � ( I � � W F F E D �- z Q W z NOTE: 2 I 5 SIDEWALK 8 16.5 16.5 8 5 SIDEWALK 1 2 0 < ® g cr. oc BASE AND SUB-BASE -�� ' �� O a W " „ " SHALL EXTEND 6" 1 6' 2' 2' 14.5' 14.5' 2' 2' 6' I `"L` Fp= y ® 3 ASPHALTIC PAVEMENT 5 CONCRETE SIDEWALK - ACHD ® 20 PIT RUN GRAVEL ' o MINIMUM BEHIND CURB. 1 ' , , 1 1 O SUPPLEMENT TO ISPWC SD-709 0.5 0.5 En © 6 VERTICAL CURB AND GUTTER - ACHD " " ® COMPACTED STABLE SUBGRADE LANDING LANDING LANDING LANi�NG z Z ui SUPPLEMENT TO ISPWC SD 701 4 OF 3/4 MINUS CRUSHED GRAVEL 1 C ® A A 2.0% B C co 2.0% r- -..�. w `.`rF ;fv:,,.��'f a,�E`e'1f; ,r. r'F�r`,�v;',r's, rFt vr,rw, r :€r• iC `x'!ra '`,r` ,f• ti:� o' � tif«., ,,q,`.i ,,<,F\\'4 ',`, a�.:a ,.w Y�b�, a" z�: .`` .x .a,.,v: r,�"' 7,.'.<y ��!` .:'.r r' ,'.,..« , f.,f=�"br°.f.Yf.,;fw,r' ✓ rr,r,, F ff:P � :•^= F�"' COLLECTOR STREET SECTION 68.94' RIGHT=OF=WAY . < ".✓.\s�s'•«+;..`\f"R` `*; w°�'"'.,\v;.,r':@ i•. �a``v,,aiv;p;56 .,.ti,f„F w h. "�•,.'•.. } f",t , F/:. d +:'rr l< `h r Cl C6 !•s ✓V" .,. '., , d't 6,.vv f,r.. :d „' e' :'J t /e F ...f ,, •,,, ., 6 VERTICAL.CURB DETACHED SIDEWALK \ f..v,l �.,,{t rv' P.'.v f: f /:':�l f s ...., +,4 ...♦ r\ 4'v./ f r�� ,W. <y,\4♦.!\.:"`v v.R. ,.....: ✓,, :'..'.v....„\ ,. r .,. t.. , ...,. .... r.,.. R,,`v D �r f f D A ,. .,. ,. ,,,h.,,,. F. <. ,,,.� ,. �:, ...E <.•r , r'. f "•' " r tx � r a°,'..r''E:'a..,.;w.,a.r.\,r.v.f,v,e`�+'fo/,rw.fxE r;,.,«,«�:�.,'�^.,�..6,<a�<..vsf,r.r.aE,',..a.....v..:r.;«,t<<,«.✓,.... „\.x,...„ ,,�`,.,'«,r.R.. ..,..x.,,•'... .,x..✓,..r ,,.,.. .ur',.�,.d v.,v,f s.`v,s,f. ,..�r.',r,;s,r,.,,.Wr .,r..., ....r: x.e.,R....,,.�.,,.w�r N. AVELLINO WAY r o �S�o L FNc� STA = 12+28 - 12+82 D E F F E ® NOTE: O�� �.�GENSFO N.T.S - Jce - NOTE: COLLECTOR STREETS SHALL BE A SP-3, 0.5 INCH ( ") MIX, PG 64-28. c� BASE AND SUB BASE a n 2.5" ASPHALTIC PAVEMENT © 5" COCK SIDEWALK - ACHD 14" PIT RUN GRAVEL SHALL EXTEND 6 20305 SUPPLEMENT TO ISPWC S -709 MINIMUM BEHIND CURB. 04 30 26 © 3" ROILED CURB AND GUTTER ACHD " " COMPACTEDSTABLE SUBGRADE s� / / �10 SUPPLEMENT TO ISPWC SD-702 �D 4 OF 3/4 MINUS CRUSHED GRAVEL vOS,�TE man 59' ROW 18' ACHD EASE. LOCAL STREET SECTION 37' RIGHT=OF=WAY C2 C5 2' 10' SIDEWALK 8' 13' 24' 8' 10' SIDEWALK I 3"" ROLLED CURB DETACHED SIDEWALK a 2' 1' 1' I LOCAL STREETS 11 22 LANDING LANDING �� N.T.S o a 2 2 1 1 .5' 0.5' 1 NOTE: LOCAL STREETS S BE A SP-3, 0.5 INC ( ") MIX, PG 58-28. Z w 0 LANDING LANDING . I = d- � r. 1.5% °® C A B B C r 4 r fi i r r,f f re f r F` ��. f T,f.:; r/ r d °' \fr` " 6 �� .,,.. F,x',: �,,''r'`,t r}�,,°c,.o r r�..%�,xra4f,, ,F f,> :.x✓;rr.f,�'r'`>`,;sf ��..°A� r ° r r ,"F�x...,P' .'`k..`e`,ff r6"` ✓'s:.i',r�,r'r tif,✓o /2 R /� t . N f « ` f" ou w r I ✓ is :F. ,. f ,, ", lrs.t ,.. ,. Ar. ✓r.,. r : .fr.., ... ✓f , r.. x x >! r, /, .. .,,:..s,. .fs r r i i"` s. C., A ./°vs . i:'.r .; e .; r., F^ :' /'`?'„ F v.":..Fv F.. , .F,. r..f`' ..::` A'!s l4' ( rf••'' ,.'v..F,,r+ /...r f:.. \.; ..,o �, .. .. C,^:'..r A,..a.,.t r' ..,<!\., { ,..•f..; ,+.,f.x r r.\.,r '., he •'.^ fi f ."" �...A� 0 t e�a x,. ,.,, v,. ,..+`.... e. .. ,..,„..,...+., ,,,:'h `, ....S. ,',, ,. ♦�.„ .,.. (..`4,.,.•...!' �:,k �'/s`,.. \,,f ,� 'x� R "v, .,...'x ��y h,. ,a.,.v 4\. , v v..4,. ,., x ..\ .♦ . '1 v. ti.. v, ',., a. `4.V vv . M`tv, w.v ,..« 'e,, , \ `u `'.. N �ct D o0 91� D E F F E ® I i NOTE. I IONAU) a00 BASE AND SUB-BASE on 9 ® ® ® rn 3" ASPHALTIC PAVEMENT C 5" CONCRETE SIDEWALK - ACHD E 20" PIT RUN GRAVEL SHALL EXTEND 6" �" w00 O o MINIMUM BEHIND CURB. oo° ''`' M 04 SUPPLEMENT TO ISPWC SD-709 00 © 6" VERTICAL CURB AND GUTTER- - ACHD " " ® COMPACTED STABLE SUBGRADE 00 op o N z SUPPLEMENT TO ISPWC SD 701 O 4 OF 3/4 MINUS CRUSHED GRAVEL oo �. oo�o a 1 SIDEWALK 1 ® n 000 DIN DIN °� COLLECTOR STREET SECTION - 59' RIGHT=OFmWAY °®° 5� IC CONCRETE Cl C6 6 611 VERTICAL CURB - DETACHED SIDEWALK 1.5% MAX. SLOPE N. AVELLINO WAY STA = 13+66 - 14+24 AND STA = 17+76 - 18+94 AND STA = 19+87 - 20+71 6" VERTICAL ISLAND CURB ry ® Fd ' � N.T.S f " NOTE: COLLECTOR STREETS SHALL BE A SP-3, 0.5 INCH ( ") MIX, PG 64-28. PER I.S.P.W.C. SD`-701 A (WITH DEPTH OF P � a � � � a • o 4" CONCRETE AND BASE DESCRIBED ABOVE/ " " '- 4 , 4 OF 3/4 MINUS E COURSE w N.T.S � .COMPACTEDSTABLE SUBGRADE y p co 48' ROW 18' ACHD EASE. �,5' OR 10WIDE X 5 THICK DETACHED SIDEWALK V) 20 2' I 2 �® C5 C6 MS � = v � I �cR PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-709 F- 2 10 SIDEWALK 8 13 13 8 10 SIDEWALK i 2C N.T.S v- wo-4 04 no am ON No son No .04 full as saw �S1 R8ru w w, , � 2 2 � 1' 1' 5 - - LANDING LANDING 0.5 � 0.5 LANDING LANDING - . -- � w B .0% y y A A 2.0% B C I . - - ti r f of f✓'s� r f > �",,! f r a`. r .^x'rf °/ £`,r �Fp d`.r�.,. ,.1, . :, ;«. r"a�"o'':,r'Ar"'`.F"d;;Y,i°p r`a'a,,,rr�\rr�„*, ,',"", f }p<<f..r,:•,r«`'.`✓' �� "•d f� 'f� »° f''r "� e 6< .d':,"'s'`.,:✓:'.;i'r �, ,. I r .t s 1' e r `'f •. ., .i' �` �f e.,d's �`' f E .f •°°,( .✓`'•"e. e ,. ,,.r r ,.-\f''tir: ' �� i r •.•i'~:.,.. ., !' .�'"f r ',� w, a:, w..r'x`` F''Ra.�f ,t :'' E',.R' `` '`,. ° '!' ,,,, .F h f'` t" f w, `,`r ',, '', ,c.,'e,f - - ® \\�..`;w``"t xa�''r'`o�..t..4';:`ao"tR`R. ,+`•✓'��' ,.^''>rr:'` ',`.``,,.+.w.'.!`` ;+.`�....:;�v.r';`.°..,w r.;\r:` .\ar.,'ao. .�Ra'w s i<.".e`,. f�:+,.`..�':a''+.,.;,r ,'�,x. ..`;.,.,."`..:h r`\°..,°';,,`'.,`0`\�•i �..1... D �-- D E F F E �A 3" ASPHALTIC PAVEMENT © 5" CONCRETE SIDEWALK - ACHD QE 20" PIT RUN GRAVEL -/ SUPPLEMENT TO ISPWC SD-709 SCALE AS SHOWN 6" VERTICAL CURB AND GUTTER - ACHD " " ® COMPACTED STABLE SUBGRADE ••% . - SUPPLEMENT TO ISPWC SD-701 a 4 OF 3/4 MINUS CRUSHED GRAVEL i • . , DWG.DATE 04/30/26 Cl C6 COLLECTOR STREET SECTION - 48' RIGHTmOFmWAY PROD. No. 251114 6" VERTICAL CURB - DETACHED SIDEWALK SHEET 23 OF 24 1 N. AVELLINO WAY STA = 15+17 - 16+15 TRANSITION SECTION VERTICAL CURB AND MUTTER N.T.S C4 DT- 1 NOTE: COLLECTOR STREETS SHALL BE A SP-3, 0.5 INCH MIX, PG 64-28. TO ROLLED CURB AND GUTTER /SHEETS/251114-DT-I.DWG IIDII MONITORING WELL MIN.FINISHED GRADE "Bu MONITORING WELL, + INSTALL LID TO GRADE(TYP.) ELEV.=111' INSTALL LID TO GRADE(TYP.) s MIN.FG ELEV.="FII I f-1 11=1 I l=1 11=1!1=1 11=1 I I=1 I ICI 11=1 f 1=I I hI I I=1 I I=1 11=1 11=1 I I - - = o = > I( I 11=1 I I=1 11=1 I I=1 I I=1 11=1 I I=1 I i=III=1 11=I 11=f I I=I 11=III=1 11=1 I I=1 I I=1 III=1 I I-1 I I ® I=1 I III=! 1 I=1 I I=1 11=1 I I=1 I I-III=1 11=1 I I_=1 f I=1 I I=1 I I=(I 1=! 11=1 I i=1 11=1 I I =l 11=1 11=1 11=1 11=1 I I �- v - _ cil _ - _ = MAXIMUM ELEVATION �� Ito NOTE: MAX.ELEV.OF ,� OF ROCK="Gu wfA&Z 12u0 PVC PERFORATED DRAIN PIPE.PERFORATIONS SHALL BE IN ACCORDANCE ROCK=1' o N1 N ® o 1 o o WITH AASHTO M304-03 AND ORIENTED ALL AROUND(ACCEPTABLE PIPE .i o Li ° ' REPLACEMENT:12"0 AD N-12 HDPE PERFORATED PER AASHTO M-294. Nuvl 6 S ) Oc 18"PERF. (TOP HALE Ro Sa Ro 1811 ADS�#-12 0 .. O ADS N-12 PIPE. " 12"IW.= 11LIi PIPE o 1 2 PIPE PERFORATION DETAIL N i (TOP HALF PERF.) R® o SEE DETAIL,THIS SHEET II -;:= o C Ro ALL AROUND 12 ADS N-12 _j.. SEE DETAIL ON ) THIS SHEET PIPE �` .'d. �� N.T.S. ® (PERFORATED) 181,INV.="Mil Wf BOTTOM ELEV. SEE DETAIL ON J 0 .; a p(�p LI BOTTOM ELEV.OF �5 V4 e THIS SHEET o OF ROCK= K pv o �� --�-- ROCK= K C .....,t�-tit-t .............. ............... ..................................... .................................... .o.,.., -�.� d. tom` c .. BOTTOM ELEV.OF -�' '1 -� ' o p o GROUNDWATER u 11 BOTTOM ELEVATION15, o o ROCK= K OF ROCK=IIHII o STABLE O; „ MONITORING WELL PER ACHD SUBGRADE . .._ r : `{'• + SUPPLEMENTAL STD.DWG.SD-6 MINIMUM ELEVATION OF SAND="1" SECTION VIEW o �® MONITORING WELL TO BE 1'BELOW ROCK OR PITRUN/SAND o MONITORING WELL PER ACHD a®c FINE AGGREGATE WILL MEET THE GRADATION SUPPLEMENTAL STANDARD DWG. J cc REQUIREMENTS OF ISPWC SECTION 801 FOR SD-627.MONITORING WELL TO BE NOTE: ®m 3 1'TYP.ALL PIPES °°FILTER SANDu-SEE TABLE 10F THE ISPWC " ® t o CAP ENDS 1 BELOW ROCK OR PITRUN/SAND 18 0 PVC PERFORATED DRAIN PIPE.PERFORATIONS SHALL BE IN ACCORDANCE z �8 CD ( ) T AASHTO M304-03 AND ORIENTED UPWARD FROM TOP HALF(ACCEPTABLE LL o f SECTION VIEWoco PIPE REPLACEMENT:18"0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). �..� ® �CD a CD a � �; 1°(CAP END Z LU � p r OF PIPE) ® 0 iz,o> co � � � I I I 18" PIPE PERFORATION DETAILD ___1 a U103 0z i ® ® oyW (TOP HALF) F � � ® ®®� MONITORING WELL N.T.S. W 2 Q M o N o®_ � z I I oC z0- I I zQ � _ SEE STORM DRAIN SEEPAGE BED NOTES: ® Q ® � I I I ® ®W { I I PLANS FOR MONITORING � c W 2' WELL LOCATION 1. PLACE MONITORING WELLS I SIDEWALK OR BACK OF WALK WHEN POSSIBLE,VERIFY WITH U I I I I ACHD OR ENGINEER 1F NEEDED. ® ® 02 II 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED z � �� � I I THIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY,AND/OR IF o I I I I IT IS HIGHER THAN ANTICIPATED. g cuni II I I 3. IF ROCK IS ENCOUNTERED;CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL EXCAVATED.IF THE PERCOLATION IS LESS THAN �S�ONA L SPECIFIED BY THE SOILS REPORT AND ENGINEER,CONTRACTOR MAY NEED TO BLAST OR BORE o��i �.�GEN�FO I I I TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE te` J I , f _ REQUIRED INFILTRATION. 4 ® I 20305 I I 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION. 04 N � 3026,, / / �o I'l I � I co -- I 5. ACHD STAFF UST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. ®S'grE®¢`�P ICI I � I o I a- I 6. SEEPAGE BEDS SHALL BE CONSTRUCTED PER THE ACHD 2017 STORMWATER DESIGN GUIDELINES BMP 20. U-I �. Ro I I Ro S Ro I ccI R0 a O ® o U.0 _ I ¢ I SITE NOTES: I Q o c* w 00 cc a- - �NM 0o RO I a. I Ro (n 0 II I I � 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN FACILITIES. -00 04 I I �•. W �- 0 2. CONTRACTOR SHALL CALL AC FOR INSPECTION OF THE STORM RAIN SYSTEM.ACHD I - HD SO D S D F_ _ w I INSPECTOR SHALL BE ON SITE DURING SEEPAGE BED INSTALLATION. W cn <t o 00 co 0 CD ,..,. O I I I 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION w .o SYSTEMS.CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION DURING CONSTRUCTION p ® rn FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING.ACHD IS CURRENTLY SUPPLYING o` o! I I THE DEVICES. 61 CO II I 4. ALL PIPES CALLED OUT AS PVC(EXCLUDING AWWA 0-900 OR AWWA C-905)MAY BE PVC ASTM 0) C III I D 3034(SDR35)OR ADS N-12HP. o a II I I 5. ALL S OUT OF STR BE V,UNLESS 07M .SEE PLAN VIEW,SHEETS I I I SD-1 AND SD-2. II I6. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.51 OF COVER.I I I I I 7. USE FLOWABLE FILL TO ACHIEVE COMPACTION WHERE NEEDED. ~ o • 0 i CJ� I BEGIN ® W z J BEGIN PERF. PERF.PIPE o MONITORING WELLS PIPES(TYP.) j/1■i � �� � <c CONTROL G w Q V, _ PI =GAP 717,821.9 Z435,W.0 � W0 M0111TORINGWELLS MW=MWITOW WU PER AN&MMMAL PLAN VIEW STANDARD DRAWW SD-627 INLET PIPE INLET PIPE SEE OUTS DE BED ° 12"SD 18"SD SEE PLAN VIEW OUTSIDE BED 501 MIN. w M � licit IIDII � •. 50,MIN. - 0 11('ll IIDII 11EII 'IF" "GIN MONITORING T� A / r1 " 111311 MONITORING WELL 1 . Ion so WELL 6 ® � w� - � z PLAN VIEW PLAN VIEW J SEEPAGE QED #1 .1, 1.29 11.3 & #1.4 SEEPAGE BED #1.5, #1.6 & ##1 N.T.S. J SEE BELOW: ASSUMED PERCOLATION RATE N.T.S. SCALE AS SHOWN SEE BELOW: ASSUMED PERCOLATION RATE DWG.DATE 04/30/26 " » " " "Ell " " " " loin " >� " Groundwater Assumed " " " " " " " " " " " " "� " " Groundwater Assumed BEDS A B C D E F" G H "1 K L Elev. Below Percolation Rate BEDS A B C D E F" G H I J Elev. Below Percolation Rate PROJ. NO. 251114 1.1 60' 20.5' VAR VAR 1.5' 2' 2' 4.5' 2540.7 2539.2 2534.7 2537.7 2536.1 2533.8± 1.1"/HR 1.5 128' 6' 3' 3' 4' 2541.2 2539.7 2535.7 2534.2 2537.7 2531.2t 1.0"/HR SHEET 24 OF 24 1.2 83' 20.5' 4' 11' 1.5' 2' 2' 5' 2540.5 2539.0 2534.0 2537.25 2535.8 2529.6f 1.3"/HR 1.6 85' 15 7.5' 7.5' 3.2' 2541.0 2539.4 2536.2 2534.7 2537.85 2532.2t 1.5n/HR 1.3 86' 30.5' 11.5' t 1.5' 1.5' 3' 3' 6' 2543.0 2541.5 2535.5 2538.7 2537.2 2531.1 f 1.5"/HR 1.7 85' 15' 7.5' 7.5' 3' 2542.0 2540.5 2537.5 2536.0 2538.1 2530.0f 1.0"/HR .... 1.4 92' 30' 8.5' 14' 1.5' 3' 3' 6' 2540.0 2538.5 2532.5 2536.8 2535.3 2529.6f 1.5"/HR 2 /SHEETS/251114-DT-2.DWG