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HomeMy WebLinkAboutPublic Utility Plan I I , I JOHN McLAUGHLIN BRENT RASMUSSEN ENGLE FAMILY TRUST PROPERTIES NORTHWEST LLC CURTIS YOUNG QUENZER FARMS LP 6045 W. BECKY DRIVE I 6041 W. BECKY DRIVE I 5855 W. BECKY DRIVE 5725 W. BECKY DRIVE 5655 W. 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PAGOSA ST. w w w w w -w - SSMH w w w w W�PAGOSA ST. s,`• SSMH A10 ° �x�� 8"s 8„$ g" 8„ �1 - 2- - �80.0' of 8" PVC @ 0.60% - - -340.0' of 8" PVC @ 0.40%- d RIM:2536.80 ' s 8"S 8"s s"$ 8"S s "S 8"S 8"$ 18" ° g"g 8•. 33 / -350.0' of 8" PVC @ 0.40%_ 125.0' of 8" PVC @ 0.60% o DEPTH:13.6' INV IN:2523.27 8" (NE) IN \ ° I V INV OUT:2523.17 8" (S) 45.0' of 8" PVC @ 0.40% AL 0 \ BLOCK 2 SEWER ALIGNMENT"A"- v v O 50.0' of 8" PVC @ 0.40% SSMH Al2 SSMH 67 a u i REFER TO PP3.2 FOR PROFILE RIM:2536.84 RIM:2537.07 SSMH B4 w w Q 1 2 DEPTH: DEPTH:13.6' 4. RIM:2538.84 3 4 5 INV IN:2525.07 8" (E) O8 O9 INV OUT:2523.49 8" (E) DEPTH:17.7' W � � � � � � 3 4 5 6 7 �, INV IN:2521.27 8" (NW) O INV OUT:2524.97 8" (W) O O O O O O INV OUT:2521.17 8" (S) z SEWI W W W O O W W O O REFER OEPP3 2 FORE PROFILE RIM 25 8.63 W OD w N 41 4, ° DEPTH:17.2' W W } 35 ao GI 3 INV IN:2521.55 8" (W) a N GI W WPi W INV OUT:2521.45 8" (SE) W w 0) 00 v'" °, w w w I r r W Pi 0-7 GI + GI �GI 19 BLOCK 3 GNP GI W GI W W ✓ "s w' .° w' d w w= °°w Pi W O W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W L Y Y W W W W y W W W W r W j WILLOW BRIDGE LLC w u)I G o I SEEPAGE BED Q 3460 N. McDERMOTT ROAD O W W W W W W W W W W W W W W W y W W W W W W W W W CO 0) 2 G W W W W W •L W W W W W y W W W W W W I W W SO433336093 I N I a O ® y a y z 36 (RUT) O j ` SEEPAGE BED W W W W W W W W W W W W W y W W W W W W W W 0 v Z y� oW r v w v v r r y v v y > W W W W W W W W Y •Y W W W Y Y W J W I - W N CIA W W W W W W W W �Y W W WY �Y •L W W W W W W 37 0 18 17 16 15 14 13 12 11 10 O > 1' ° _ O O W U W W W W W W W W W W W W y W W W W W O (n a -0-• z y y y y c. FL `n 135.0' of 8" PVC @ 0.60% Na a o N W W W W W W W W W W W W W W W W W W W w w w IF IF IF 7 m W. BERGAMO ST. - W W W W W W W W W W W W W W W W W W W W W W L0 O ^ - y W J W J W J J• J J J y y 10 M - _ w w - I I 1 MFRE RIVER JORDAN a - w w w w w 20 ;, MINK RANCH NORTH SLLC - - -9 - a 1+ - _ W.TELLURIDE ST. _ a W. USTICK ROAD W. TELLURIDE ST. s"s s"$ Is"s s"s 8 "s 8.'s s"SI g 41 W W W W W W W W W W BLOCKS W W W W W W W W W W I 50433438957 N 350.0' of 8" PVC @ 0.40%_ 135.0' of 8" PVC @ 0.60% O SSMH A9 - (RUT) RIM:2536.87 G 1 W W W W W W W W W W W W W W W W W W W W W W W 11 ' y y y y W W W y y y y y DEPTH:14.8'-PI I I SSMH D2 W W W W W W W W W W W W W W W W W W W W W W W y l a INV IN:2522.15 8" (N) W3? L " ` INV IN:2522.15 8" (E) N RIM:2538.85 W W W W W W W W W W W W W W W W W W W W W W a ;, vI INV OUT:2522.05 8" (S) SEWER ALIGNMENT"D" SSMH D1 DEPTH:14.4' W W W W W W W W W W W W W W W W W W W W W W W REFER TO PP3.3 FOR PROFILE RIM:2538.79 INV OUT:2524.46 8" (W) W W W W W W W W W W W W W W W W W W W W W W 3 Oo W DEPTH:15.2' y y y y y y y y y y O LO O1 O O3 O INV IN:2523.65 8" (E) 7 8 9 12 00 o W INV OUT:2523.55 8" W O O I W y W y W y y W W ( ) O _ W W W W W W W W W W W W W W W Ji W W W W W O a @ �� I w w SSMH B3 s I M OO RIM:2540.72 m 2 0- DEPTH:21.0' 4,.,, I SEEPAGE BED O MAILBOX CLUSTER . W W W W W W W W W W W W W W W W W W W W O 0 °O= L INV IN:2519.83 8" (N) U ao GI GI + .GI GI �l61 �. BLOCK 7 I O PI pi PI PI PI PI I SSMH A5 ° INV OUT:2519.73 8" (S) 71 I. + ° SSMH A8 BLOCK 4 I RIM:2539.58 , ° �r N 1 o RIM:2535.94 DEPTH:21.0' ( I SSMH C1 0 0 20 DEPTH:14.9' INV IN:2518.67 8" (W) ) RIM:2541.97 SSMH C2 W O I a O3 N INV IN:2521.18 8" (N) 10 I INV IN:2518.67 8" (E) ICI DEPTH:21.9' RIM:2541.87 INV OUT:2521.08 8" (SE) 12 11 W o INV OUT:2518.57 8" (S) I00J INV IN:2520.17 8" (E) DEPTH:21.3' W tir BLOCK 1 SSMH A6 INV OUT:2520.07 8" (W) INV OUT:2520.58 8" (W) O0 O RIM:2538.71 W I 19 18 17 16 15 14 13 DEPTH 19.5' 19 18 W � . � � 17 SEWER ALIGNMENT"A"- INV IN:2519.34 8" (W) W O O O 16 15 14 13 W ci WILLOW BRIDGE LLC I I a W 60.0' of 8" PVC @ 0.40% REFER TO PP3.2 FOR PROFILE INV OUT:2519.24 8" E W W SEEPAGE BED W W W ( ) SEWER ALIGNMENT' 3500 N. McDERMOTT ROAD O4 I REFER TO PP3.3 FOR PROFILE SO433336125 I I nIF jI IFIF IF (RUT) a r' O SEEPAGE BED \ \ r 1 'IF r w w w w w I I w w w w w w w w w ° - -W. MONTE VISTA ST.- a a �5 350.0' of 8" PVC @ 0.40%- - n+ v 12+A9 s 145.0' of 8' PVC @ 0.40%�� -N Q-" � s"s s"s 8" 8"s 8'Is s' 8.'S - - W. MONTE VISTA ST. 3 14�0 � �7 � 8"S 8"S 1 �i I i W -SSMH A7 8"S 8"S - .•s .0'sof 8" PVC @ 0 40% .s 70.0' of 8" PVC @ 0.60% - 00 i RIM:2536.00 o 0 3 II I DEPTH:15.3' 17 INV IN:2520.84 8" (NW) W { a O b1 ' // INV OUT:2520.74 8" (E) -� W a u N 0 SEE SHEET PP3.1 FOR CONTINUATION 3 0 w Lm LEGEND DURANGO SUBDIVISION a Sip pl A L N z - - PROJECT BOUNDARY LINE o``�5\1�0ENS6 141.` a SECTION LINE MERIDIAN , I DA H O Q� F� o GRADING AND UTILITY PLAN CENTERLINE 761 a ADJACENT BOUNDARY LINE l E N G I N E E R I N G R/W R/W R/W PROPOSED RIGHT-OF-WAY LINE REVISIONS OF/ of/2oP �� 5725 NORTH DISCOVERY WAY N0. ITEM DATE F REY Do�� BOISE,IDAHO83713 3 PROPOSED LOT LINE F � PHONE(208)639-6939 Z - - - - - - - - - - - - - EASEMENT LINE (AS NOTED) meng p.com 0 COMMON LOT DATE: 4/7/25 PROJECT: 24-199 0 50 100 150 COMMON DRIVE LOT SHEET NO. a Plan Scale: 1" = 50' PP3.0 N S SEE SHEET PP3.0 FOR CONTINUATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INV OUT:2522.05 8" (S) ao I SSMH D1J LDEPTH:14.4' + + + + + + + + + + + + + + RIM:2538.79 INV OUT:2524.46 8" (W) + + + + + + + + + + + + + + + + + DEPTH:15.2'INV IN:2523.65 8" (E) Lo co O 12 00 I o O O O O INV OUT:2523.55 8" (W) O O O cfl r*l im .� a © � I + + + + + + + + + + + + + + + + SSMH 63 I M I > > O O + + + + + RIM:2540.72 + rn O2 Q + + + + + + + L DEPTH:21.0' II L INV IN:2519.83 8" (N) I" I I ~ "GI tI G1 BLOCK 7 0 INV OUT:2519.73 8" (S) 0 PI PI PI PI PI PI I SSMH A5 0. 1. 1 + �. .,. �. s,+ I CV o O, + BLOCK 4 PI I I Z- SSMH A8 RIM:2539.58 � I I o -j RIM:2535.94 SSMH C1 0 LL' DEPTH:14.9' DEPTH:21.0' RIM:2541.97 W W o a O3 N p 20 INV IN:2521.18 8" (N) INV IN:2518.67 8" (W) I SSMH C2 + I N 10 I I I DEPTH:21.9' RIM:2541.87 z +8INV OUT:2 8.67 8" (E( I00J INV IN:2520.17 8" (E) DEPTH:21.3' 5 INV OUT:2521.08 8" (SE) 12 11 � o INV OUT:2518.57 8" (S) BLOCK 1 SSMH A6 + I I INV OUT:2520.07 8" (W) INV OUT:2520.58 8" (W) + W O 00 O RIM:2538.71 + + 19 18 17 I O + 19 18 17 16 15 14 13 mm DEPTH:19.5' + f �. j 16 15 14 13 0 + 60.0' of 8" PVC ® 0.40% SEWER ALIGNMENT"A"- INV IN:2519.34 8" (W) a REFER TO PP3.2 FOR PROFILE INV OUT:2519.24 8" (E) + + + �. I I I I WILLOW BRIDGE LLC I O I I Cn O6 3500 N. McDERMOTT ROAD p I ( 'Ii T + 00 SO433336125 ,2 mm MFRE RIVERJORDAN (RUT) Lu o MINK RANCH NORTH SLLC -011 w w w w - w w w w w w �� © W.SO433ICK ROAD w w w W---W-- IL _ - - 350.0' of 8" PVC ® 0.40%- 8 S 8'. '�+ - - 12+00 W. MONTE VISTA ST. 3 4*p O (RUT) z O ,� IW. MONTE VISTA ST. 8" 957 8"S 8'IS 8 145A' of 8 PVC C�? 0.40%�� 8"S .,S 81 S 8 S g ., +28 RUT 8S 8S I o0 SSMH A7 0 of PVC 0.40 0.0' of 8" PVC ® 0.60% 8 RIM:2536.00 R/ r . r� s. ., , 350 8" C @ % 7 DEPTH:15.3' ° . 3 ` 17 + + o I� 71 INV IN:2520.84 8" (NW) o dl I INV OUT:2520.74 8" (E) O vI { a O + I + 18 �' v, I - Iuj i ++ 10 11 12 13 14 15 16 Q o Q� O o p a O w Z ® SEWER ALIGNMENT"C" w 41 Q U REFER TO PP3.2 FOR PROFILE } O 19 ��o- s + 00 Id Id Id - - s -w- z - - � - - I- �- � �.- � �- -•- -+- -,- -•U- -+•- - - - Id - Id Id Id Id Z�00 00 PI + + BLOCK6 W zt + + + + + r + + + + + + + + + + v k �+ + v + v o I PI PI PI PI PI I Pi + PI + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 17 SEEPAGE BED �� + 10 + + + + + TOE -wTOP-v- �Tap w TOP TOP " 'TOP v v v v w w w v IV �v \ v w w w a N 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + >\ Y �Y W L W 20 W W W W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O I c( + + N N89°40'10"W 351 .32' �� + + + + + 16 15 14 13 12 11 10 11 C + + dp�+ IN, -- d01 dol ----- ----- - -d01---�dol \ 60.0' of 8" PVC ® 0.40% d O1 �' `1' + + + + + + + + + + + + + + + d O + + + + ��+ + + I+ 21rn y yIF IF IF + �O I SSMH A4 RIM:2535.49 + + + 12 + + I DEPTH:17.9' s sJL I� INV IN:2517.70 8" (N) 1 I, y I INV OUT:2517.60 8" (SE) w w w N. OURAY ST. w w w / SSMH B2 O 145.0' of 8" PVC @ 0.40% - - �1 2*00 a 22 ' RIM:2540.13 8,.5 g"� + „S 81'S 8"S 8"S DEPTH:22.1' + I+ 260.0' of 8" PVC Q 0.40% _ _ INV IN:2518.13 8" (N) W 100' SKY PILOT + +I I I DRAIN EASEMENT+ 125 I +.l INV OUT:2518.03 8" (SW) W� W W o + + OY + + �+ + I+ + + + +I 23 SSMH A2 O, O �+ I RIM 2536.38 I+ + + + + + + + a �� SSMH 61 f 8" PVC ® 0.40% + + +I SSMH A3 1 DEPTH:19.8' RIM:2538.85 CORM TRACKER I+ + + + + + + I+ RIM:2534.99 I I INV IN:2516.68 8" (W) DEPTH:21.1' o DEPTH:17.7' INV IN:2516.68 8" (E) INV IN:2517.82 8" (NE) EDWARD WOOD I 5900 W. USTICK ROAD " + +o + + + + +I+ INV IN:2517.36 8" (NW) 26 27 28 + INV OUT:2516.58 8" (S) INV OUT:2517.72 8" (W) 6110 W. USTICK ROAD SO433346925 I� + + + +I INV OUT:2517.26 8" (E) (RUT) 00 SO433336305 SEWER ALIGNMENT"B"- + + + + + + + + 24 °D I I REFER TO PP3.2 FOR PROFILE (RUT) M + + I + WIC + + + + + + I� a + + + + + + + + SEWER ALIGNMENT"A" Id Id + o JOHN WARDLE m mm I + + + cam+ + L+ Id Id Id I -z REFER TO PP3.2 FOR PROFILE OFFICE (L-O) �� �\ + a }. 13 5600 W. USTICK ROAD o �� � � �� �� > Q O I SO433438830 P OP TOP o z TOP TAP °D o p BLOCK 7 I (RUT) Z + + + + + + + + + + + + + + + J Z + + + + + + + + + + + + + + + �aA+ + + + + + + + + .0_ wy + + + + + + + + + + c z Q_ y w w w w w v w w w w y p TMI u TOPS. w w + + + + + + + + + + + + + + + + + + + + + + + + SEEPAGE BED + m m • + + + + +41 IV IV IV IV IV '41 + + + + + + + ,. S I I SSMH Al EP EG EP EG EP EG EP EG EP EG EG EG °D RIM:2538.86 -Ep-EP �' DEPTH:23.5' -EP EP EP -Ep INV IN:2515.34 8" (N) CEP ��` - S S - - S - - - - - - - - - - - - - - EP EP EP EP �EP- - EF - EP _ _ - INV IN:2515.34 8" (E) E-Epp EP EP EP / S S S S S S S S S SO S S S S S S ss-s S a ��� EP EP a N89 19 00 W 870.62 s s s -0s s s sps s s s - -s- - -s s s s s s- USTICK RD., EP EP EP EP EP EP EP EP EP EP EP EP EP EP Ep EP EP EP EP EP ErF,o� e EP �e�-EP EP EP EP �e ��EP EP EP EP EP EP �� USTICK RD. g FUTURE CITY OF MERIDIAN SEWER EXTENSION w BY OTHERS(SEE SHEET PP1.0 FOR ADDITIONAL a I INFORMATION AND ASSUMPTIONS) N uu a 0 a O H O 3 0 N O N n a u u N C W 0 3 0 w Lm LEGEND DURANGO SUBDIVISION a Sipp AL N - - PROJECT BOUNDARY LINE o�c`�S��OENSF�c a SECTION LINE MERIDIAN , I DA H O Q� F� o - - GRADING AND UTILITY PLAN CENTERLINE 761 a ADJACENT BOUNDARY LINE l E N G I N E E R I N G R/W R/W R/W PROPOSED RIGHT-OF-WAY LINE REVISIONS �� o, of/ 0 �� 5725 NORTH DISCOVERY WAY NO. ITEM DATE ' REY 66 BOISE,IDAHO83713 3 PROPOSED LOT LINE F � PHONE(208)639-6939 Z - - - - - - - - - - - - - EASEMENT LINE (AS NOTED) CURVE TABLE meng p.com a CURVE RADIUS LENGTH DELTA CHORD BRIG CHORD - w - w w - w - w - w w - w COMMON LOT DATE: 4 7 25 u PROJECT: 24-199 C1 220.01' 100.55' 26'11'13" N76'34'28"W 99.68' 0 50 100 150 COMMON DRIVE LOT SHEET NO. N Plan Scale: 1" = 50' PP3.1 a 2550 2550 �wV) 00 i 00 Co W Z uj r- r In " O O C6 00 2545 00 00 00 - - 00 It 2545 � lf) ln �"00 Z ^ ) = � ZZ 00 '� O N Z W ^ ) N — Q +� NN 00 00 00 v00 -- N � ZZ Z Q +N) N 2 00 ` ': 00 . 00 N F - - LOZ Co 2 N Z Z (�D (D 00 (D 00 ..N — O 0000 2540 �_ » • Co M �, o `° (n F Z Z O 2540 cn � ZZ N '6 N r, r — .OD N Q +n N O O N O N t LO N = N - - O Q +K) N H � � — — N 00 DO ui LO ON N � Z Z .. Z Z / / cn 0 Z Z N .. Z Z — 2535 _ - - _ — - - _ _ _ _ — _ _ - - - — - - - - - - - - - - - - - 2535 2530 2530 2525 2525 220.0' of 8" PVC @0.40% 2520 350.0' of 8" PVC ® 0.40%— 145.0' of 8" PVC @ 0.40% 2520 220.0 of 8" PVC @ 0.40% 145.0' of 8" PVC ® 0.40%-- of 8" PVC 0.40% 310.0' of 8" PVC ® 0.40% 0 2515 2515 60.0' of 8" PVC @ 0.40% CONNECTION TO FUTURE CITY OF MERIDIAN SEWER EXTENSION BY OTHERS(SEE SHEET PP1.0 FOR ADDITIONAL INFORMATION AND ASSUMPTIONS) EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2510 (D (D (D I" r` N N (n N N 00 rn M rn � 00 (D c0 N O 00 O 00 N N I� N O O O O N N � (c� N N Cn 00If) N O O O O O � O O O O Cn 00 (n (D (n (D (n (n 0 00 0) (n (n 00 00 00 00 I� ^ (D (D (D M 00 M r7 to r7 r7 n O M r7 r7 M O r7 M M Cn r7 O n O M r7 r7 a0 n M n ^ r7 O r� O ro ro rn rn rn O in M M r7 � M n M r� M M r� r7 M M rn � M � M M r7 M r7 to r7 N N N N N N N N N N N N N N N '� N N N N N N 'n N u N V) N � N 0 N V) N N LO N N N N N N N N N N N N N N N N N N N N N N N N N N N N 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 SEWER ALIGNMENT A 0 50 100 150 0 5 10 15 Plan Scale: 1" = 50' Profile Vertical Scale: 1" = 5' 2550 2550 2545 Z w v ,.N— -� 2545 co 00 W �.. 00 00 w 000 00 �2 �2 O ao r, Co 00 r, uci O00N 00 N N N N (n ri O r7 ' N vi zN Q +M� NN+ro 00 ' ( 02540 ZZ Q +° N �Z 2540O + Q +r7 m— ZNZO > > > N O Z O U) 0_N NU) M > > > > > > co 0 Z Z N Z Z N Z Z 2535 2535 2530 2530 125.0' of 8" PVC @ 0.60% 2525 350.0' of 8" PVC ® 0.40% 255.0, of 8" PVC ® 0.40% X 220.0' of 8" PVC @ 0.40% I a N 50.0' of 8" PVC ® 0.40% a 2520 2520 0 3 0 0 N n a u 2515 2515 0 0 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT Lm 2510 2510 DU RANGO SUBDIVISION SS��NAL F MERIDIAN IDAHO Z M N (r� to rn 'n N 0 m ^ `n 0 ao to 00 t 0 0 0 0 rn ao � ao N oo to rn 'n rn t \'\c E N SF� r) 00 N r) 00 00 O O rn 00 00 00 00 rn s M M (r0j 6 (0 6ul) (Dj 6 raj 00 00 M M (0ff) 6 raj (6 rOj (D raj r j M O M (O M (O M (6 M (6 M (6 I u) L, �ul) L, � u, �ul) L, LO L, M L, M � M 0LO 0Lff)O 0 0to U, to L, M 0to 0to 0to L, M M SEWER PROFILES N N N N N N N N N N N N N N N N N N N N rri N N N N N N N N N N N N N N N N761 a REVISIONS s�O�F/07/2S�o E N G I N E E R I N G g 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 NO. ITEM DATE vF.�,rTF of �� 5725 NORTH DISCOVERY WAY eY Do � BOISE,IDAHO83713 a PHONE(208)639-6939 kmengllp.com SEWER ALIGNMENT A CONTINUED DATE: 4/7/25 PROJECT: 24-199 0 50 100 150 0 5 10 15 SHEET NO. Plan Scale: 1" =50' Profile Vertical Scale: 1" = 5' N P . a 2550 2550 —N v U) cn �- z .� .� v Z _ co _ °o ao wLd oo _ 00 00 M 00 ^ °o ^" a0 00 M � 00 2545 Co w v oo .N oo; N _ M `r' °0 2545 `.`. _ Map r N M N O N N o M 00 •00 L N L N m +� N co +PON m +toN O N C14rN 0000 N m +ON HLO D MZ O M O OKj � ON 00 m +� N H � Z D n 2 NZ O Z ..N — O 2 NZ O c0 � � N 0000 = NZ 0 N — O ^ � — N � > > co c� co O > > to > > m +M N M O OMOtOtD M N �_ > > � Z Z — Jam/ II — - - _ _ (n Z Z N � ? ? ( � Z Z = NZ No N c0 M M N (n Z Z _ — — — — — — — — 2540 Q +MNN - - - _ - - - - - - - � zz o N � Z Z N � Z 2540 2 N — — O — — _ > > > — — — — _ cn o= ZZ z _ _ — - - - - - - — — — — 2535 2535 2530 2530 2525 2525 340.0' of 8" PVC ® 0.40% 335.0' of 8" PVC © 0.40% 2520 — 2520 400.0' of 8" PVC ® 0.40% 45.0' of 8" PVC ® 0.40% 80.0' of 8" PVC ® 0.60% 260.0 of 8" PVC ® 0.40% 55.0' of 8" PVC @ 0.40% 2515 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2512 2512 00 r, It It cM0 MM M 0)M M MM M M M MM M M MM M O O O OLn M 0) 0 O O � OM M NO 00 M 00 M ao ao � M N r 00 c0 M N O Co M MrM Co M 00 M i (o iM 0 Co M r- M MO O O O O p m o a o 0 05 0 0 00 05 00 ap 00 r r r rc0 I- 00 Co Oi a O N N � L M MM M MM M M MM M M MM " M MM N M M M M M M M NM MM M m MM LOM 00 MM 0M � M MM � N M M M M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N OM� N 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 SEWER ALIGNMENT 6 0 50 100 150 0 5 10 15 Plan Scale: 1" =50' Profile Vertical Scale: 1" = 5' 2550 2550 � w 00 2550 2550 00 r- 62545 Z w 00 � 2545 r O 00 c0 rj M N .. CA 0.� _ • O N Or7 N � MO 00 v � � �a0 Oop 0 +Lu � � o L0 � O +MN 00 H U-) O t 00U +� N coLn I� N (V N 2 NZ O m . .. 0000 r- 2 NZ O N N 00NN N N � Z� U � 0) cLM � N N F2545 ZZ o 2545 Q + Z Z N 2540 2540 1 N Cn � Z Z Z = N Z Z O ^\ — — N > > > — N 2540 _ _ _ _ _ _ _ _ _ _ _ — — — — 2540 2535 2535 2535 2535 2530 J 2530 2530 2530 2525 2525 135.0' of 8" PVC ® 0.60% 350.0' of 8" PVC ® 0.40% 2525 2525 2520 2520 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 2520 350.0' of 8" PVC ® 0.40% 2515 2515 X X a 70.0' of 8" PVC 0.60% rn rn Cy) u� �n o ^ 00 00 00 oo °�' 00 C6 00 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT ,` ,' � ,`) ,`) r ,`) r � 0 (V N N N N N N N N N N N N N N N N N N N 3 2515 2515 0 N a a0 La ao M 00 N o 0 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5000 o M 0) 0) O nj to C M M � N Lr) z N V N � N M N M N Lq N M M N M N M w N N N N N N N N N SEWER ALIGNMENT D 0 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 0 50 100 150 0 5 10 15 Lm Z Plan Scale: 1" = 50' Profile Vertical Scale: 1" = 5' D U RA N G O SUBDIVISION �pNAL ID MERIDIAN , IDAHO �o�`�S��cENSF�c/'LFF SEWER ALIGNMENT C SEWER PROFILES 0 50 100 150 0 5 10 15 761 REVISIONS s 04/07/25 0 a Plan Scale: 1" =50' Profile Vertical Scale: 1" = 5' �yT P� E N G I N E E R I N G g NO. ITEM DATE Fi�� F OF �� ��� 5725 NORTH DISCOVERY WAY /fey � BOISE,IDAHO83713 a PHONE(208)639-6939 kmengllp.com DATE: 4/7/25 0 PROJECT: 24-199 SHEET NO. N S