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HomeMy WebLinkAboutPre Plat Signed mg LEGEND PRELIMINARY PLAT FOR SITE DATA RESIDENTIAL AREA CALCULATIONS o�����GE SF� ft� W CHINDEN BLVD - - - - SUBDIVISION BOUNDARY A D E RO PARK SUBDIVISION ADA COUNTY PARCEL #SO427428024/S07417210 MINIMUM LOT SIZE 3,040 SF w LEE vflmfi�m AVERAGE LOT SIZE 3,795 SF 16970 PUBLIC RIGHT-OF-WAY SITE AREA = t69.18 ACRES 12-17-24 - - - ROAD CENTERLINE LOCATED IN THE SE 1 /4 OF SECTION 27 RESIDENTIAL DENSITY 7.00 DU/AC (EXCLUDES EX PARK AND COMMERCIAL AREA) n ��9T O PROPOSED LOT LINE TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN CURRENT LAND USE ZONE: C-C / R-4 op�� FoF�O�P�Q N QUALIFYING OPEN SPACE 6.28 AC (15.6%) E M. cf) m ------------------- PROPOSED SIDEWALK EASEMENT CITY OF MERIDIAN, ADA COUNTY, IDAHO PROPOSED LAND USE ZONE: C-G / L-0 / R-8 / R-15 O PROPOSED PHASE BOUNDARY J - - PROPOSED ZONING BOUNDARY 4 PROPOSED SETBACKS R-8 ZONE R-15 ZONE L-0 ZONE C-G ZONE NOTES V) 1. DIRECT LOT ACCESS TO N. TEN MILE ROAD, W. GONDOLA DRIVE, AND W. MALTA DRIVE IS LOT NUMBER FRONT SETBACK 20 FEET 20 FEET 0 FEET 0 FEET PROHIBITED UNLESS SPECIFICALLY APPROVED BY ACHD. 1/ p N (10' LIVING) (10' LIVING) i OES 2. THE FOLLOWING ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE ADERO PARK R/ ~ NvNO- SHEET INDEX STREET SIDE SETBACK 10 FEET 10 FEET 0 FEET 0 FEET SUBDIVISION HOMEOWNERS ASSOCIATION. �W E SIDE SETBACK 5 FEET 3 FEET 10 FEET 0 FEET BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 ' D a, J 15, 24 1, 9 1, 11 1, 2, 14, 22, 33, 44, 61 15, 26, 28, 31, 45, , PP1.0 PRELIMINARY PLAT REAR SETBACK 12 FEET 12 FEET 0 FEET 0 FEET 48, 50, 61, 71, 80 , o p o PP1.1 LOT DIMENSIONS NORTHWEST (JulY� Ln I� m o PP1.2 LOT DIMENSIONS NORTHEAST 0 50 100 200 300 LSCP BUFFER (GONDOLA/MALTA) 20 FEET 20 FEET 20 FEET 20 FEET BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 11 BLOCK 12 �++ � � �,M z J PP1 UP - .3 LOT DIMENSIONS SOUTHWEST 1, 14 1, 15 1, 12 1, 14 1 1 XO o p PP1.4 LOT DIMENSIONS SOUTHEAST m w U v� z ® PP2.0 CONCEPTUAL ENGINEERING PLAN cn c, 00 N W SCALE: 1 = 100 O - O PP2.1-PP2.3 PRELIMINARY SEWER PROFILES a O rl � z m E " w fu w - � - - - - _ 1 � � _ � _ _ � _ _ � _ _ � _ _ � - 1 S89'21'10"E 1868.47' � °' ® I 24 I , w ® DEVELOPER 84 I BLOCK 4 25 PSE 1 61 60 59 58 57 56 55 54 53 52 51 50 49 BLOCK 4 I 23 PN 0 I w F111 LLC 48 47 46 45 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 27 28 0 PO BOX 593X W McMILLAN RD LI N _ EAGLE, ID 83616 I PNPSE NASE 1 22 PSE P I p (208) 336-5355 83 W.ANATOLE STREET PN L-O ZONE S89.3s'00"E I I Lu _ - - - _ _ W.ANATOLE STREET 21 26 N VICINITY MAP °r 1 > 44 zz - - - - - —� 6.00' I 1 0 ® m I Q BLOCK 1 V, W. MALTA DRIVE � 00I 43 23 11 9 20 — Z w 82 > zCIVIL ENGINEER N R-8 ZONE Q 2 3 4 5 6 7 8 9 10 11 12 13 I 42 24 10 12 I 8 BLOCK2 10 19 1 I o Op M z BLOCK 9 i 7 1 1 I ~ cn LOT SUMMARY CORINNE GRAHAM, PE 001 41 25 9 1 13 / lg I CIVIL SITE WORKS LLC Z 81 I 1 - - - - - - c _ _ W w NUMBER AREA (AC) PO BOX 6059 I 4o z6 I a $ 14 I ¢ 6 l z /Z O BOISE, ID 83707 i g 17 l I I z z SINGLE FAMILY RESIDENTIAL 270 23.46 (208) 946-3874 80 26 25 24 23 1 22 21 20 19 18 17 16 15 PNPSE 3 39 27 = 7 15 5 13 0 2 i 1 v I W J r 1 w I u12 EXISTING PARK 1 7.43 z 4 14 Ii O 79 38 I 16 u w N COMMON LANDSCAPE LOTS 31 7.41 cn PNPSE - - - - W. RAVENNA STREET I z 5 1 7 3 1 5 I I C> I o w z COMMON DRIVES 2 0.13 SURVEYOR BLOCK 5 37 29 I 1 1 m I z Ln I = JEFF BEAGLEY, PLS 78 I I 1 3 J LIGHT OFFICE LOTS 4 1.26 1 z 36 30 4 i 18 16 14 10 w ~ SAWTOOTH LAND SURVEYING LLC " 11 13 I I 1 I i� I `` w COMMERCIAL LOTS 44 20.16 N27 136. E_ ` 35 31 3 19 ♦ 15 I O 2030 S. WASHINGTON AVENUE 136.69' \7►/ 76 75 74 73 72 71 a _ � - � 13 3 4 I I o z PUBLIC RIGHT-OF-WAY N/A 9.33 EMMETT, ID 83617 77 w 10 14 � 2 BLOCK O (208) 398-8104 1 I I v0i � Q Q 34 32 Q TOTAL 352 ±69.1 8 i 48 49 50 W I 9 15 w I PNPSE I o U LL- Ln v 1 i Pp�� 12 BLOCK 10 uj I I ; > 1 ��� 5 I w i �� 1 O „ 51 70 O 8 16 z 8 9 10 1 1 7 SE I 0.6 w 6 18 3�h� 47 z 1 ♦ 6 PNP I I DESIGNED: C. GRAHAM N 1• 69 I 7 17 PNPSE BLOCK 4 5 I O S89.19'510E 440.27' �Z PHASE 3 52 I I I DRAWN: C. GRAHAM ♦ BLOCK 1 4 I � y 68 33 6 5 I CHECKED: C. GRAHAM - - 53 3LLJ � I I APPROVED: C. GRAHAM � I N00'39'28"E 45 67 5 1 1 19 W. MALTA DRIVE o I 48.00' 54 R-1 5 ZONE ♦ 2 i 1 66 4 I 0 44 55 65 3 BLOCK 8 20 1 N8s•3s'oo"w I PREPARED FOR: G20 LLC p 4 Z I 56 ♦ N. 10.00' 11 w U� 3 O 64 2 1 \ ��oFR 40 30 29 I I PO BOX 593 f 42 0 57 / / \�Rk 7 8 EAGLE, ID 83616 z ` y 63 -q S00'21'17"W Z Z / C-G ZONE 0 1 58 � PHASE 3 \ � �\ 19.41 BLOCK 5 14 46 41 r 62 ` 15 59 1� 12 13 1 1 S89.39'00"E I I BLOCK 5 40 S� 1 1 BLOCK 5 11.00' I Q O `� 1 60 61 �O g 10 \ 2 R-8 ZONE 39 34. 8 BLOCK 7 16 3 41 39 31 28 19 18 9 i 1 BLOCK 5 / 7 LLJ 17 I adz i Z \ 38 6 18 \ >_ I co M~ O \ ' BLOCK 7 5 19 / 4 Q I 3z I — w \ 3 4 21 20 / O 1 1 I 37 O I 2 22 10 5 0 I \ 23 Z 0 > I 36 1 O 1 N Q — _ _ — _ _ — _ 25 24 ���( 13 � 6 3 42 38 32 27 20 17 10 I 1 Q � 1 3 - _ N88'55'48"W 296.42' 1 35 26 5�� 12 a I Q J w ` 1 ao I. Q� T1� 27 i G- 11 z 7 1 /� w \ N rn 34 •` 28 /SJ I\� 10 _u I BLOCK 10 I �+ 9 \N25'15'04"E > I I N 8 14 Z Ln I V' Q 23.06' � ;3/ N I 31 33 / 7 BLOCK 6 1 1 1 Q � \ � 6 9 ~ \ p /� 32 PHASE 2 15 11 z Z Li 5 I — : `(�`,:? O' 4 16 43 37 33 26 21 16 1 1 I _ 73 ¢�`W y A Z I ` 30 17 o41`♦ I \ 2 3 18cf) 10 1 I J J 1 g � PHASE 2 1 1 W z 31 cC W � - - - - - - _ 29 20 / 11 M ih CL F- ` ?� 1 22 21 I� � O O 27 �`F\ 23 S<��10 12 BLOCK 10 p I J S84'17'44"W � 26 �2 24 GP�P 1 3 to 1 (n - - - - - - NS 28.22 �' �O� 14 34 25 22 15 12 I 1 uj I Aa�s� 25 �F 44 36 1 0 \ cO.y?S.� `/ \�_ - / 1 7 16 LLJOO�q 01� >.-- 24 18 c\O°�P PNP M I U _ , GO� 28ll�J F 19 - - — - - — -W-435.26 N> CURVE TABLE 23 zo C-G ZONE S00'21 17"W cr 1 I CURVE LENGTH RADIUS DELTA BEARING CHORD / I N48.06'49"W N ' 22 21 1w 1 110.60' ul 0 C1 89.02' 245.00' 20'49'05" S19.05'42"E 88.53' I 70.09 Ory BLOCK 5 " 01 ioi 35 24 23 14 13 1 cal I \ J 45 W I CSW PROJECT NO. 23007 C2 110.32' 562.91' 11'13'44" N33'22'18"E 110.14' � 1 >- 62 62.0000' Q '.4 I 1 _ Z S33'52'24"W i I DRAWING DATE 12/17/2024 C3 165.31' 326.98' 28'S8'01" N69'05'28"W 163.56' / `O / BLOCK 12 — _ N 14.60 C4 337.41' 323.78' 59'42'27" N7'00'49"W 322.35' / ,� �N89.14'29"W 596.06' w - - - - - - - - _ _ _ _ O / �� > N89'14'29"W 604.68' O C5 180.51' 275.00' 37'36'35" N18'08'49"W 177.29' PpiO z ■ 0 / 2 I I m ' -1c, \GENSF�%jam - - - - - - - ' 16970 J 133.82' 7-240 U 0 1227.42'- - - - - - - - �'O,�T�rF OF�oP� N � I 1 iNNE M.GAP I 36823 SF ' COMMON I 39.63' 34.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' Z 50.00' 45.82' 32.00' 32.00' 32.00' 32.00' 32.00' 34.00 0 20 40 80 120 � I J J I� 84 1 N Y 01 Lo 12783 SF rn I _o z ' W Lo _ r 0) O o I0 r Q SCALE: 1" 40' N a N O 6 (6 N W n O O O O O M 0 pj Oi N 1 w O W OaoIw�I .0 00 � i 61 60 59 58 57 56 55 54 53 52 51 50 >3937 SF 3427 SF 3220 SF 3215 SF 3210 SF 3205 SF 3199 SF 3194 SF 3189 SF 3184 S 3179 S 49 16 C5 c 134.32' COMMON 17 3111 SF 3299 o3203 SF 48 47 46 45 21 20 19 18 a) ' 3173 SF3583 SF 3726 SF 3721 SF 5804 SF 5307 SF 3700 SF 3695 SF 3616 SF o cv ro BLOCK 4 oo X z O � 7.50 ' co W U-) 3.3 2' a n U 00 N O o C)83 BLOCK 4 p0 2 4 3 . . . . . . 32.00 32.00 32.00 25.02' 32.00'a ' 9415 SF 9.89' v. 4' c r6 W. ANATOLE STREET 32�8, $ r_ Z 424.63' 0 3 32.00' 32.00' 50.00' 45.82' 32.00' 32.00' �06 ' 0) U 134.69' 9.81' 0 2788 SF44 22 COMMONQ. COMMON oti yo� ' 4 i, 0,- � a� 34.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 27.31' 26 rr' ��� N w� I �`O I >>• 105.68' Z z Z 105.68' �W 0 �W r w 1 0 0 I 6.74' I N 43 O N 0 p N 23 c t 0 944182 SF O I BLOCK 9 I 3452 SF 0 M U 3452 SF N 44.00' I 6.27' 00> "00> 6.27' 3.78' 99.76' LU Q - - R/W 1 2 3 4 5 6 7 8 9 10 11 12 13 I 100.00' N o o N p 100.00' 1 0 10 3230 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3228 SF I o 42 0 24 0 M 3400 SF 1 135.06' M 3200 SF M 3200 SF N Z io I 0 0 0 0 0 0 0 0 0 0 0 0 M 10 100.00' W � � O O O O O O O O O O O O N � � Q z w o 1 Sri Sri Cri Sri ui ui Sri ui ui ui ui ui 4 1 0 100.00' 100.00' o vi Z I � co rn rn rn rn rn rn rn rn rn rn rn rn rn co o I N N 9 ' � I I Z 0 41 BLOCK 4 0 25 0 I ``' 3200 SF ~ 0 o 1� 34.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 34.00' 1 U cl� 3200 SF 3200 SF M p 0 81 Z '4 I 100.00' z I 0 " 9467 SF Q 3577 SF w I Z COMMON COMMON Z 100.00' 100.00' w 0 $ ' a o 1 M 0 0 0 0 0 0 0 0 0 0 0 0 I 40 26 ly 0 Q M 3200 SF u to I I 4 6 6 6 6 6 � I oo 3200 SF M 3200 SF M Lo o N - - - 135.42' I I rn rn rn rn rn rn rn rn rn rn rn rn rn 1 I = 100.00' Z o 2708 SF I I 44.00' 100.00' 100.00' Z o ' Q COMMON 80 i° 26 25 24 23 22 21 20 19 18 17 16 15 W oN 7 w _ - - N 4.97' i 3228 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3040 SF 3230 SF 1 R/W o 39 0 27 0 w "' 3200 SF LL_O I 134.59' 5 22' ° I I M 3200 SF M 3200 SF M L Z Lo � 100.00' ' o I BLOCK 9 100.00' 100.00' N o \ I 6.74' I N 6 U00 79 c c'6 o 0 38 N 28 _0 I M 3200 SF ' z v= 0 7235 SF CO ` �\ >>- 27.31' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 34.00' ��� M 3200 SF '`� 3200 SF M I LU 0 Qj�sp, � �" 41.00 100.00' 100.00' 100.00' R/W o ' Of 118.63' 0 3 183.63' 9,81' o DESIGNED: C. GRAHAM _ _ _ _ 241.00' O N 5 O -0 "' 3200 SF ' DRAWN: C. GRAHAM - - -o - 0 37 N 29 o W. RAVENNA STREET N 3200 SF "� 3200 SF N CHECKED: C. GRAHAM W I 10.19' r� M D R=55.00' 100.00' w `�s9, �s 174.00' 100.00' 100.00' 0 ' APPROVED: C. GRAHAM O Ki 32.00' 32.00' 32.00' 34.00' e75 6 0 $6 e- 122978 SF o. o M 4 �� .54'- - - - - - - - - - - -COMMON- - - - - - -5.54' 0 36 N 30 0 3200 SF 78 20'' 34.84. 7.46' M 3200 SF M 3200 SF M PREPARED FOR: ~ 100.00' 100.00' 100.00' D / 10210 SF o "�� of 16.69' 0 1 1 0 13 0 0 0 100.00' 100.00' LL a_ 20 M 3400 SF M 3400 SF I o ;� N 3 ' PO BOX 593 55' o O N "' 3200 SF 100.00' 100.00' 0 35 N 31 EAGLE I D 83616 118 2�, M 3200 SF "' 3200 SF N ' Q � 76 75 74 73 72 71 4.73' 3.31' 100.00' 77 3594 SF 3757 SF 3757 SF 3757 SF 3991 SF 1442 SF 0 BLOCK 8 0 0 100.00' 100.08' ^"� BLOCK 5 3360 SF COMMON w O 10 0 14 o n ' 34 32 ' "' 3353 SF J tea• Q rn 3200 SF M 3200 SF M 0 0 2 J 100.00' 100.00' L M 3400 SF 3467 SF 95.39' Lq � M M M M M M � U pp NO n n n n n �t I � �ry 48 ^ °' 0 t/1 I N N 100.00' 105.25' 2562 SF 9022 SF 3629 SF O o 9 0 15 o 3 BLOCK 3 COMMON M 3200 SF M 3200 SF r� I cr`'� �� Z � COMMON 34.00' 32.00' 32.00' 32.00' 32.00' 34.00' 13.00 Z 100.00' 100.00' N O J99 36.06 1 1 1.00' 100.00' W ` I 6768 SF 0 (/� h 0 u I \ �� `'� ,°j' BLOCK-5] 0 o a 8 a 16 0 > \ COMMON W '`. rn n 70 n I M 3200 SF M 3200 SF M Z \°� o �� 51 "' "' 41.00' \ 5425 SF 100.00' 100.00' N 1 \ o R/W I 1 s- 100.00' \ n.7s' Q Q w 47 - o 0 0 p 8067 SF R=55.00' 98.64' a 32069 0 SF o N 3200 SF N 3200 SF o I BLOCK 4 \\�s� M _ O M r7 Y.1 100.00' 100.00' 41.00' 7 N 52 N I R/W \ 0 L ? 3155 SF M 100.00' r 8�65' L 9.62' 9.62' 13.47' 13.47' 13.47' ° I ) kA O 101.82' 68 M M 3450 SF � ih 18 0 I 33 Z z z 1 r Ld �^� 3356 SF N 3494 SF / _ O to 10 N N 100.00' N 100.00' I 50113 SF 13.72' 40013 SF M 100.00, COMMON / ° G �7 N c�0, t I. mod' \ 0 1 Q J L 4 5 'a I Z ss 0 7.83' °�. 6139 SF 13.72' 67 0 5 M /e;� p�`6 �� LJJ w 119.16' a? ° 3632 SF 19 1oG 1j \ �� � COMMON n i r 3423 SF a � G = 8.30' , N M a n� 4298 SF 4 ~ 4 54 1 . ' LA. a O � 100.00' 4060 SF 100.00 N o �0000 \\ // R�ly�" ���� '°oo° 142 0 LU J 6.34' w o M �' o \\ // W N 1 66 r' uj Y o 4�,00 114.36 N 3423 SF 4 = Q O O 44 W M 1 rn 3632 SF � w 4300 SF R� 55 100 0� 20 6 \ / N ' LLu � $ 1 N 3922 SF 100.00' o 5046 SF / N 6' \ / �',yo�h�o N \\34' 9200. V1 w 65 3 oN 111.9 j J 3423 SF 3632 SF BLOCK 8 10 / o\ / Oa` \ W o \ \ Z 43 56 " P p0 n a'a� �00 DOs /// / °°. \ / �Q♦1'P R�`,2 0 4100 SF A 3874 SF N ooi 00' 64 // ���' 22.20' 1 \ / 6� pc y� ROA U CSW PROJECT NO. 23007 _ cli1p0' 1 111 85 �'� 3423 SF 2 / ' / yd os \ // �oS°,y�k 23,68' `'� �� ,�\ -9R k DRAWING DATE 12/17/2024 w�0. �, a 3703 SF Op // 3396 SF o 21• \ °. \ / ��ti �3 (�8 SOp. qV Q > 57 od �. �o goo // COMMON -- _ ppi A MATCHLINE SEE SHEET PP1 .3 m ' -1NSF�%jam 16970 �12-17-24 OF\OP�,�Q`S 125.00' 75.00' N _0 0 122.22' 0 0 0 24 0 0 3000 SF M 0 20 40 80 120 U M COMMON I 'w 3=.00' 24.00' 34.00' 32.00' 32.00' 32.00' 32.00' 32.00' z0 32.00' 32.00' 32.00' 32.00' 34.00' 35.96' 'n I u J Y a `r° 41.00' ° 0 z o i� O o ' E C.D w N R/W N N 25 Lo Q� I I I SCALE: 1" = 40' rn 0 � M CO o OR m r- -co 23 LIGHT OFFICE 0 0 z w rn rn rn rn rn rn rn rn N rn rn rn rn rn 0 4140 SF W o w �w `° �" "' o f0.25 AC iRw M _ 1 0 (D ,n 10763 SF -N I o 0 _ 0� I >� p 0 � O � N J C 5 14 13 12 11 10 9 8 M 7 6 5 4 3 2 M 100.00, L °D ro O O 3299 SF 2325 SF 3289 SF 3090 SF 3085 SF 3080 SF 3075 SF 3069 SF 3064 SF 3059 SF 3054 SF 3048 SF 3233 SF 3145 SF I 0 12 75 27 � 28 I N 3 a) M rl U COMMON COMMON (o LIGHT OFFICE LIGHT OFFICE O 00 M O b ;� M 22 o 126.32' t0.27 AC f0.45 AC I I X O BLOCK 4 M It 4161 SF M 11959 SF 19551 SF X 3 O co LL! N ' BLOCK 1 o I O U) u 00 _~ I E v fo 16 100.00' 6.00' N 34.00' 24.00' 34.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 34.00' 16.56' �y6 / a °' Q w w of M (o O Y n z ' _ 21 r� 26 6 3 I ui I I L ro w °1 - 191.00' 00 3 - - - 300.46' 0 3 _ 4161 SF ,V: LIGHT OFFICE N X � � - f0.29AC - - - - - - - - - - - - - - }- - - - - - -�1 Of o 12.51' 12451 SF W. ANATOLE STREET w170.46' Mo 0°°0' /i 34.91' 40.28' 112.15' �. r7.00' p 0' AO 216.63' c�w _ 3932 SF 9 °, �r 20 5� p 217.50'w - 11- 4357 SF- - - - - - - - - I - - - - - - - - - COMMON - - - - - - - - - - - - - - - - 6'- 4161 SFo9 // SriCOMMON 12.73' c"? N . 0. W. MALTA DRIVE 100.00' 140.65' o. ^. I w p 100.00' o o BLOCK 2 �' l0Q `� uj � 0 BLOCK 3 0 8 10 ^ °0' / 150.35' o � 12 4 M 3400 SF M 4512 SF ' / 9.39' / 7993 - - - - - - - - - - - - 4 - - --- 07 1 "� 3400 SF 19 / 3944 SF / U z I 100.00' 125.41' // /��p/�k w 100.00' Z o o rn� lob O Q 0� / O Y ' 0 00 0 7 0 1 1 , t. 31' '� / p`1 / o-J I vi N 13 N 3200 SF M 3832 SF "' / / N V M 3200 SF "' 4 1. / o 0 � 00' 18 / ��.�` / / I � 100.00' RW o Of . ' 4487 SF 0 100.00' 0 0 z ' o 0o Q 04 6 04 12 �i Ld M 14 M Q M 3200 SF M 3536 SF � ii 10°.°0' u 0 3200 SF LH w to N r J / / Q /tr) co 1 I I W 100.00' 106.88' / " COMMERCIAL � 100.00' J ' W 17 / z ' _00 00 laJ oN 5 N 13 M 4393 SF / 2 t0.72 AC I � z M 15 M Z M 3200 SF "� 3336 SF M Z M' / / COMMERCIAL 31392 SF J 3200 SF O 100.oo' gCHD � "I 100.00' 102.08' SWLK'ES 3 2 052 SF O 100.00' MT 00' 0 0 io 0 1 0 0 14 L Q' R/W N 16 41.00' M 3200 SF " 3227 SF M Z `� 1 bo 6 I 13.00' qC I I o U ' 3200 SF R/W 4747 SF M i LL- I i SWLK ESM I w 100.00' 100.07' 5.00' p ' 100.00' I 0 7.70' 100.00, 5.00' 0 :2 0 0 0 3 0 15 o a^o I DESIGNED: C. GRAHAM O ' N 17 04 3200 SF " 3200 SF o tO O "' 3200 SF "' (., d i I 150.08' 178.42' DRAWN: C. GRAHAM w I 100.00' 100.00' o � m � I 100.00' CHECKED: C. GRAHAM D 100.00' � rn Of 0 0 0 2 _0o BLOCK 2 16 N o I z N 18 o I 4 3400 SF "�' 3389 SF N I APPROVED: C. GRAHAM 19.25' 14 N 40.00 IRRIGATION p 3200 SF 12.70 4733 SF 100.00' 97.31' Lo�' PREPARED FOR: EASEMENT D 100.00' 0 Lo O 0 rn COMMON 1 32.50' 3�6� / I I I I G20 LLC � �i N 123.06' A 83.63. � ' M 19 �o ��� ry 15 I I I PO BOX 593 EAGLE ID 83616 } 0 4649 SF I sS' 32.50' V/ 37313 SF I 3 0 I o f I ' Q z 46S o - & COMMON I COMMERCIAL �' 4 R= - o 0 COMMERCIAL J ' 0 1 3� 11.65' �� �_161.6� `L°' 13 m f0.53 AC t0.61 AC �a 6096 SF po I 22990 SF 26764 SF J � 2g 82 I 47.31' 32.50' 47.31 O / 4�31 6.39' / 00 12 / / I L 07 ' P ma's 6518 SF BLOCK 1 O U �• �i �� k 00 9 0 10 0 11 150.00' 178.42' / $ 8 0 4203 SF 0 0 4346 SF 5671 SF / 17.83 O 7 0 4203 SF 16 W ' 0 4203 SF �G o. °10 > ���1 6 I I - w '0 4203 SF o ' o -o // ��,� / // BLOCK 10 I Q Of Ul com O S o. b 36.75' 47.99' 28.51' 4g.33 / ^� / w �1 �0 4203 SF 0 36.75' z '1• o o0 36�5 �� - - - - - - - - - - - - - - - - - - - - - I /� i �. / / 0 4 _ / I I I Q z 4203 SF �6�5 / / 0 6 0 0 z w oo 7s.5o' .� / 0 COMMERCIAL oo // / �� / COMMERCIAL AC L t0.57 AC 0 6 3 i // 21000 SF 24979 SF I Q J z 76.50' / I LU w 4203 SF - - / C zCL ^ ice/ �� i C cn d -°o• �6 �� � �� a W. MALTA DRIVE i I v W `4203 SF BLOCK 1 // / / 13.43' 76.50' 44.7S i O J W Y V1 / �.S°°$0 - 1so.00' 178.42' O W / �o Q J o' 11.36' / O U / // 40 0 30 n 29 7 8 10.00' rl N \ // / / COMMERCIAL cNo COMMERCIAL `° COMMERCIAL o COMMERCIAL 0 COMMERCIAL I I r, I CSW PROJECT NO. 23007 Q / t0.63 AC t0.50 AC t0.77 AC 0 t0.48 AC f0.57 AC = v 0 DRAWING DATE 12/17/2024 � 21876 SF � � 24846 SF � / 27460 SF 33328 SF o 21000 SF I I 11.00' O o MATCHLINE - SEE SHEET PPI A � PPI . 2 tAL MATCHLINE - SEE SHEET PPI .I -1S\o E S 4100 SF N 63 / 16970 } 0 p• � 11h�� 3423 SF , / / 5�od38, ��� // \\ 88 / 12-17-24 1p00 1 1-3 / / A100 \ 11.5 Z '0 \ \ \ 2.SS / ' o�T�r �0 F ofO58 JP% p a P.�P o Z 4047 SF 7.00' / 00. \ � i / ' a 11.31' N 41 L w a� \c'v, 14 �j / 111I. is / 4100 SF rn I 3773 SF // a �' y po 0 3400 SF \ `' / p o \ W O t� o s. / L o / o. 47754 SF / U o �, °' �18' BLOCK 5 00 / 13 00• \ �� N // g2� COMMON °'w W J N 0 00' r o0 / 1 5 \ °0„ N 6.00' 12.60' 'a+ / /J 10 w �/' 'P / • op o 3200 SF "' -' 7625 SF, Y 1 4.75' 4259 SF o��' /// / �2 12 0° COMMON \ \ 3968 SF // / ' ��/ O 5B // ��oo 'o0 3200 SF fop \ ss. / / LLLI i � 40 10.76' o 11• / yr ° � Op / / V� � 0 4100 SF R+ M 12 4230 SF �p � 1 1 ° \\ � o �o°' BLOCK 5 / 1 W � E o. -COMMON �y �- 5200 00 3200 SF op �, °' 10.19' / by / ' W o � 1p011' 60 61 2 M o J 4901 SF // / 10 0. \ \ 4013 SF I l i� l Z 3200 SF p J M L 00 �,ZO \ s s J rr�f n rn n w BLOCK 5 // ��� 9 0 �o ` cs. oopo o I o ' = L.I UJ o o � T O 39 /// ��k9` ��S'C� 5�00 00 3200 SF �Zop BLOCK 7 16 °' \\ 6.42' X o a � z 4466 SF o O 8 0. 0 3400 SF 1 O m O i° �o�� // / o \ 3 Q m w 3 8a �� '(�P oo '0 3200 SF p °o. N� 07 u 00 V) 2• S 2 0 0 17 4406 SF I O ,� o 10 cL > 9.42' O 0 y2 ��' I a O N o / o. 0 3200 SF / �' 7 0 5p R=150'�-° A m E Lli ' o L=9.18' 'o ro 17 / 52op o0 3200 SF op 18 0• 2 1 1° r_ z 38 28 6 00. �2 �00 3200 SF Lligoo ° I I '10 L N 4584 SF / �yo0 '00 3200 SF op 19 °o / u 1 1 Of � 2 / BLOCK 7 5 00• �2 00 3200 SF op �0 0 52 / b s pop o0 3200 SF op 20 ° / ��iJ d 18.00 ACHD 13.00' ACHD� o �� ' 0 4406 SF to SWLK ESMT I 35.00' N , s R/W SWLK ESMT N ,f, s o. 0 3200 SF p 2 a 37 \'�\s°o. \ '00 3200 SF 5L00 21 0°0 �Z0 / t b,- '49 0 100.00' o I 1 1 w 4710 SF �z °o. 3 0. 00 3200 SF op / cv j s 56 �s 8.0' 'o0 3200 SF 200 22 0° y2 0p 18.92' • 5 N Lu w_ � o 03200 SF /2 0 Q 3400 SF op 23 00 / o N N 1 I 1 ' o \ -52• � 36 \ 'o0 3200 SF op �_ 0 ��� 41.00' 100.00' 33.00' LSCIP w 4105 SF \ 00 op 24 00• / p �0 R/W BUFFER ' Z oo�° moo. 00 \ 00. �2 00 3200 SF 0p / �yo o. 0 6 0 1 1 c� 0 bc, 13 00 c6 o oU °0 1 ��� '� ` �00 z5 0° �2 pp °s 3198 SF "' 3800 SF M ' vi o \ '0 3200 SF p o2/ 00. 35 y2� 5�6j 12 ' 26 ° ° 3040 SF 100.00 1 Q I ' O � 4100 SF 1\ o° � � J z I O op0 3470 SF 00 3200 SF top / y2 11 00 11.31' 0 O z �� Apo o. COMMON 27 .00• / p 3040 SF op o o Q co 7 co 1 N N Z w °_ `Jr' \ '0 3200 SF �� 52� s 26• N 3800 SF p I O I O po o \ o 0 '��� 10 00_ W I U I ' u o) 34 0_ \ z8 0. ���5 p0 os 3040 SF ��00 U 1 o N 4100 SF 3400 SF d G o ii �„ g2 � > 100.00' z 0p Q0 \\ 5�A / ,��� 9 0. p z 1 I ' z 3040 SF yo 0 0 O N00 co 8 ao I J 00, \ 00. ytio 8 0. 14 M 3800 SF Lj__ coN 31 33 \ / pop �s 3040 SF g2�° 8567 SF O 34541 SF 4100 SF 8.00' �°�o / 3047 SF 0o COMMON 100.00' COMMON op O \ pp 0s y2 BLOCK 6 I 1 o• o. / 2 o 1° 76¢0• 6 °0, 0cS 0 9 o I 1 r I 1 z 0 00. / 200 op os 3040 SF SyAo 15 0°' 3800 SF 0 32 5 00. �0 3570 SF 4100 SF \ / p BLOCK 6 ° 3040 SF Zoo 16 so. 100.00' 1 DESIGNED: C. GRAHAM Of �p s 0 ,�000p 00 • 4 °0 0 os 3360 SF �o N 1 1 DRAWN: C. GRAHAM w20 .10 00 �\ 9.19' 3 °so 3040 SF �Zp '0 17 3360 SFoo N 10 CHECKED: C. GRAHAM Of30 2 \ 3040 SF 200 0 5309 SF i i ' APPROVED: C. GRAHAM 4100 SF \ s 5 ' 18 0. 0 00 'o O 19 \ 2 0°• �0 3360 SF p alb N 0. c \ 3230 SF °p ° ' PREPARED FOR: t� 5`�' C) 0. 70S 8 40 I 1 0 o0. \o o. �0s 3360 SF G 2 0 L LC Ld 4100 SF �G > \ �0s 3360 SF 0p / 1 14.35' 1 1 / / PO BOX 593 op o F' s op o / p EAGLE, ID 83616 } N 0. o \ -56k, 21 0. g o 5478 SF z o �• \ �0 3360 SF °0. 'o Q 22 ?9 / \ 4100 SF 27 3434 SF 3360 SF s (.3 COMMON os 2op Z� 12 13 / �b/C5 \ p0 Qs \ 23 °o. / op °0 4458 SF S�p0, / °°- ' 3340 SF 20' 00. ��( 0 \ 00 `` ° 3353 SFoa�'' �of 242°p / op '0 3800 SF 13 12.80' F•s ,yO// " // w ` 26 0 ` o. d / CO 00. BLOCK 5 c \ m� 4300 SF 00 DcQ ` 5.26' S2� 9.PS '0 14 051 J \ ^• p �� \ "064p�-ool0p o 4000 SF �.O � / O �_ • CIO r, ��, 10 ' 2000 SF Ln 6$ / yJ• U \ Oti0 0 00. COMMON \ 2 °0 <� $op / �sy / (� W w O� \ `Yin 2 5 0 "0 1. 2 58• 35 42 k100 16 O �F�y oo 4300 SF LF 2��`� ao 1 R. R 1a2 , LLJ \ \ ` 17 00 6.94' (�DSO' 1g9� ry06 00 p�, ' Of 4621 SF ?96 �00 4100 SF // 01 O / �.s py ' m _ O w \ \ S• �7.6 18.74' 00. 0p // N �OOvP \ \ s�� 100$5 32.ss' 2s.o7' �0 4100 SF k� /// / J�'GO 6k /// ' (n oC V) `C ) 28 0 / / Q z F_ 16952 SF 8.38' o. 0p // yg5 �� / ' z w COMMON '0 19 j \ o 4399 SF // / / /� _ _ _ _ 305.25' _ Ln 23 6439 SF o p // � / , O;� 0 20 N1 z z \ �, M o 4703 SF / / LLJ W 22.53' 22 ,q 21 0 6, ' 0 s> 2� \ BLOCK 5 6072 SF 4938 SF 206� W 5 36 / 2 V) / \ O 2 6• / / L O 27 \ 83.30' 61.89' i // cA �j, 734 79 o Y �s / 1•Y // 8633 SF ` \ 2� J 100 2255 SF \ - - - - - - - - - - - - // �.� j_ / COMMON \ 66 / AO BLOCK 12 \ 245 o \• / U / ,� _ 103.59' Oo 3 .26' No _ _ _ / \ „� �� _ - �� _ _ �p /1-11-1_ _190.99' _ _ _ ' 0 20 40 80 120 N / -CIT R=350' - i I CS PROJECT NO. 23007 / \ L=396.43' SCALE: 1" = 40' DRAWING DATE 12/17/2024 / W. GONDOLA DRIVE o M3 m - ���GENSF� MATCHLINE SEE SHEET PP1 .2 N Q�CAN 16970 12-17-24 ^�, / I I I I (T) o�T�rF of XoP�P�P� N 1 ( 0 I N^/E M.G� CL U LLI 240.67' 134.28' 155.72' 150.00' 179.42' 0 20 40 80 120 W 110.67' 130.00' 110.00' 110.00' In LLI1 I I p SCALE: 1" = 40' W I JW � 1 �L o W >r � - J 1 z J c c�� 3 0 0 1 I 0 � & M V 41 0 31 0 0 19 0 o I b X D � 28 Is o 9 I of m w rn 0 1 COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL p U) U mo N Q t0.42 AC t0.42 AC f0.35 AC f0.35 AC f0.35 AC t0.35 AC f0.58 AC Q d O @� N 1 18125 SF 18200 SF 15400 SF 15400 SF 15400 SF 15400 SF 25119 SF I 0 m ;_ fo (L6 1 w I z LLJ N w 136.58' 130.00' 110.00' 110.00' 110.00' 110.00' 179.42' D' 1 x w I w 0 Q 0 1 20.00' IRRIGATION EASEMENT z 1 w I 0 z z o 0 U 0 1 COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL 17 0 I I o COMMERCIAL IA E C L COMMERCIAL COMMERCIAL I I ~ t0.44 AC f0.42 AC f0.35 AC f0.35 AC f0.35 AC f0.35 AC f0.58 AC 0 1 19121 SF 18200 SF 15400 SF 15400 SF 15400 SF 15400 SF 25119 SF I o z 1 Z a I w O ly O 1 Lo 04 w N z in w Q Z I w Ln 136.58' 130.00' 110.00' 110.00' 110.00' 110.00' 179.42' = 1 w O Z Q BLOCK 10 o _ 1 �I z U I > w I w 0 1 I I a O DESIGNED: C. GRAHAM Of O _0 _0I DRAWN: C. GRAHAM 1 0 L 43 0 37 COMMERCIAL 33 26 0 21 0 16 0 11 CHECKED: C. GRAHAM COMMERCIAL COMMERCIAL COMMERCIAL COMMERCIAL � COMMERCIAL � COMMERCIAL w 1 t0.44 AC t0.42 AC f0.35 AC f0.35 AC t0.35 AC t0.35 AC f0.57 AC I APPROVED: C. GRAHAM Of 19271 SF 18200 SF 15400 SF 15400 SF 15400 SF 15400 SF 24989 SF 0 1 PREPARED FOR: D o I G20 LLC w 1 I I PO BOX 593 of EAGLE, ID 83616 } 144.65' 130.00' 110.00' 110.00' 110.00' 110.00' 176.58' of Q 1 I J J Y w of Z `) 1 O J o 'cO o O U 0 25 0 22 1 COMMERCIAL COMMERCIAL 15 12 LL-O 44 � 36 f0.35 AC f0.35 AC COMMERCIAL 35 AC L COMMERCIAL 35 AC L f0.56 AC COMMERCIAL 15400 SF 15400 SF 15400 SF 15400 SF COMMERCIAL LU COMMERCIAL 24417 SF > Of 1 34505 SF t0.50 AC I I � 1 21950 SF I Q :D m O w 1 o 00 M I CA LL V) a� 1 110.00' 110.00' 110.00' 110.00' ,72.19' zZ z _ O Z04 C w m I MI CieG un N _ _ _ _ _ 130.01' _ _ BLOCK 10 N Q J z Z I I ce 2 I � 0 I J W O COMMERCIAL `� 24 Lq 23 14 13 I I J O t0.36 AC COMMERCIAL COMMERCIAL �, COMMERCIAL I � COMMERCIAL I o t0.36 AC t0.36 AC t0.37 AC t0.57 AC w I� 15737 SF 15749 SF 15834 SF 15920 SF � I � 24939 SF J I I U N O N I O CSW PROJECT NO. 23007 _111_30' _ _ _ _110.00' 110.00'_ _ _ _ 110.00_ _ _ _ _ _ 163.37' _ _ I_ J DRAWING DATE 1 2/1 7/2024 of a o PPI A � ww I I 3 CAS\OI`"'`L F•U' -ILLI IRR- - t RR- 1 -IRR- - _ _ / :�_ - _ - t IRR- - - -IRR - - - -IR - - - - - RR- - - - IRR- - - 1 -IRR- - - IRR- - - IRR - - - IRR- - - -IRR I�� 16970 _ •-,- - <GIRR <GIRR— - - - - _ 3 <GIRR <GIRR 12-17-24 SSMH F-3 g�WATER MAINNNECT TO - - o I II -- —� I � STgr �O 84 I BLOCK 4 - 2554 - I I I 1 \ z SSMH C-15 F P U I I � 11 II I \ I o ll I CONNECT TO EXISTING _ z J I I \ �/ 1 .Iw I I II I I 1 BLOCK4 \::I 8" WATER MAIN 25 _/- J I I I 1 NNE M`G�PP N I 27.00'3 I w II IIII Ih III rx w : •..•.. N I - c� I \I I3 B-B 1 60 59 58 57 56 35 2553,4 I ;3 52 b 51 50g 111 I I I I 17 16 1 5 13 12 1 1 10 9 4J 8 7 6 5 4 3 h� / w I II E ww I I e E L I48 147 46/ 45 21 20 19 18 0 i h h I I I 0 27.0 ' �, 27 028 INw "' IIII1 _ � a-e 22 N °J o I I SSMH D-8 o I N 83 I II III I I SSMH G-4 c m SSMH G-6 STUB 8" r� ° 8 I "+ o I SSMH G-5 I SSMH C-14 / WATER MAIN CONNECT TO EXISTING I I � I Y I N I I WATER MAIN ,VI SEWER LINE 'D'>-8$ ANATOLE ST _• \ 1 .. = 21 2 Of It I m . • •• 11� 44 15+00— - 16+00 17<SEWER LINE. G—�-W-ANATOLE ST 19+00 - _ry BLOCK 1 ✓ ---- - m 1 / w z � -��.I � .. .� - I - _W � C a 24+00 23+00 22+00 .. 21+00� SSMH G-3 / � I\ 3 �I SSMH D-9 Nm I z z ------- -------- ------ ---- 2w 20 / /// - - -w1vwI 11 L O J I� \ 82 PP2.1 V I 1. SSMH D-7 23 ----- �/ I // - W. MALTA DR I I I 3 I C Oo I I. ; I o o w o w 8 10 1 s T SS p L U V 1 v v 0 10 BLOCK 3 1^ > / / O a) � I + :;I 2 3 4 5 6 7 8 9 10 11 12 13 I a I SSMH H-1 I¢ 19 - - -------- - 1 �N 3 Ln ��� a� O LL > I 1 0 3 42 oa oc 24 �+ Q o / �- .. v O O r� O I a0 1 BLOCK 9 I II N z N N > 9 1 j 7 BLOCK 2 1 1 3�0/ / /// I I Ic o X D z :• O 81 > I I +. 41 25 Q (n I CONNECT TO EXISTING I z I 1 3 Q N 18 / - �lep. // y5�6 STUB 8" I I I I I 1 3 m LLj 3 1 / / WATER MAIN 00 (/7 8" WATER MAIN = �I z 3 w 8 14 PP2.1 o z 6 12 / / / / I O O I v SSMH C-13 / I U) u z I II I 40 26 PP2.1 w + I j ( / / \ I I I d m w I I II I 27.00' J `V SSMH C-12 ¢ 1 7 l / / \ 1 ro z + I 26 25 24 23 22 21 20 19 18 1 7 16 1 5 II I o 39 27 + 7 1 5 = 5 '3 m I J ___// I / / 2 / I p 3 ro I I 3-B z z / 1 I + M Z o \ I / / I I I I o °' 0_ I \11 79 I I SSMH E-3 N w SSMH F-1 II I; SSMH D-68 28 6 16 4 14 cr N Z \ 16 I -\ Joao wrar�nai 1 J 1 • I wl \ / 1 f EASENE r , N 1 I - W.RAVENNA ST - _ i.• I J 5 1 7cn 3 1 5 3 I \ I I i j l / W 3 LI.1 BLOCK 5 -- SEWER LINE 'F'> 8'{SS-<SEWER .LINE 'F' - r 37 29 wl oo Of 12+00 ...11+00 . 10+0o s+oo .......... ....s+osONI + PP2.1 I I I // I I 1 I z I w SSMH F-2 o --- -----EL) r- II' to vl. 4 18 2 16 �'�� N •.` 0 36 30 + 27.00' N 14 I 1 ( I III / 78 o I + N I B-B o m o° I 1 I 25 I I 3 25 W 0 1 1 1 13 3 co `� 3 1 N m �kx / I 1 // I k- M � O 35 31 I 19 SSMH C-11 1 I I o � PP2.1 27.00' I I 77 76 75 74 73 72 71 ' p B-B o - I `1 3 4 2552 > 10 14 II 11� p. 34 32 + <SEVd UNE C' / 13 w II I z 2 .22 ER / I Z \ \• 3 oe 11 w + SSMH C-10 / I w /4 49 PP2.1 w III w l O SSMH c-s / / ;/ I 3 \ I� . 9 h5 IIII I ,I I oo/ I p Z SSMH B-1 w I I I IIIII I \ SSMH G-2 j �1k \ // 12 O a' p V I' e e e e k 1 �� SSMH C-8 U 70 o O 8 6 IIIII IIII III + 1 I BLOCK 4 \ oo �Q�ti� \ 9 V \ 51 re) z IIII IIII_ 1 I \ �31•/ \ 7 8 // BLOCK 10 I I I I g / ,\47 \\ awl 7 17 lil I "I SSMH G-1 \ fox°O \\ 6 // // y5� ^\ I I J O -25 �� 1 ll 69 w1 I'I I } \' S \ // 52 PROPOSED IRRIGATION z I I 1 \ SSMH C-7 > BLOCK 1 / / / I I / O ~ \ I PUMP STATION 68 w SSMH D-5 ' -, �x / �------ 1 0 •'/ � I IIII I I � cl I_ 33 / op g55 w o / 6 5 I I U ' 2S SSMH C-6 / 2 / I I 3 �n �s'\\\\ \ \ \\ 53 v SSMH E-2 I I� I � �-� / ° 3/ - // // IIII I Lu o \\ \\\\\ \ 4 5 / O Z \ \ \ I M� s� 67 + 5 119 11`111 III' ` �� ^ --------- / �0" \ / z- / //// / W.MALTA DR /�// // III /o I w cn I I1 1 ,N� 54 BLOCK 8 I IM 1 2555, / \ / - I II 1 O I Q = I Th \ I I I \ SSMH D-2 �. / -- ----------- I 66 I 4 SSMH D-3 ~ III I1I111 44 \ 1\ I. 2 I I\111� - --_ --_ f _- -___�___ - __ / -�� ---------- 2556 ---- 3 w O II111III I I 3 0 \ \ \\ 55 270ca-8I ��\ \ �__- �� \ -- / -"op /� ��_ -________ Z 111111 I I PP2.1 \ \ 65 \ 3 I / s1 koo �- �,;�_ _ j(�-� xpo --- \ __- _ ���=s ii !__—--— ---------== ---_------______ _____- _===_ _====- L/1 O I II I I 43 \ \ 56 ? / `/� Z --`�. _--==_ ----------I Y I _ II111II I I z \ \ \\ \o / / i\ \\ /.' r 90FR \ - / %f/-===____= ==J ____ _ - =—_= C5 I / _ U IIIII 1 I 1 1 1 \ \ \ 64 0 2 // Ii ��2 \ 2554 _ !/ SSMH C-50j09 \v/ j -_--- _-------_ -= ==_ L� III 1 I I I I on \ i. r/ �'k 2556 w o IIIII III m 1 \\ \157 // ' �k°° y. \' v / /\ �o°O m qVF - % / \ 1 I O 3111I I I I I I 42 \ \\ \ I / \ y \� / �/ \\ h ��. \--� I I 1 � II 63 \ / 1 0° \ I I IiI DESIGNED: C. GRAHAM � I IIIII I Z \ •'/ \ 11 11 I C� SSMH E-1 / \ -�-- 11 I I I I q10 \ \ \1 58 / . o� SSMH C-a \ / 2555 O I I 1 1 1 1 1 I I 41 w' o BLOCK 5 62 O R I 14 / s I \ 3 I 1 + \ \ \1 ° �� I 0'• / 1 5 � / \ �' �\ I I I DRAWN: C. GRAHAM (I% 11 I I I I I 1 1 I \ \ / 1� 1 13 1 5\• / BLOCK 5 �II I 1 I 1 I 1 , \\ \ \59 // �o \ 1 Qry. / \ 1 2) I CHECKED: C. GRAHAM IIIIIIII / / 1 \ \ // oo 2 SSMH C-3 a / � 1111 I I I I 1 / / 40 2�0B \ � _, //. ,.. / \' I I APPROVED: C. GRAHAM z IIII I I 1 / e \ 60 k° \ . $ 2 O II11 1 I I I 1 1 ( \ \\ /// ��$ '.. o to \ U 11 I I I I I I I 3SSMH B-2 \ \\ O��S 9 16 { I 41 39 /� 31 28 19 1 18 9 I PREPARED FOR: II1111 I1 � / �P/ s � , \ 3 I / 1_. o 11 I ° 5� Q2. :I 1 O I 1 1 O II 11 1 I 1 1 1 1 BLOCK 5 00 / 1�k° 7 I I 17 Q SSMH c-2 I I / I I IIIII G 2 0 L LC Of IIIII l I I I � I I 11 11 18 5ko° I I I I/ I 11111 j 1 PO BOX 593 w 1114011 11 38 /tC �- 6 I I IIIII I III IIIII / 5 / 11 4 1 IIIII I EAGLE ID 83616 � NI 1 BLOCK 7 I I I19 � '•1 1 I I 20) ' k \\ 4 21 n �� "'llk SSMH B-9 _-_ �� IIII N I k \ \ \\\ 22 5 - `_ /�I I 1 I I I SSMH B-3 0 \\ \\2 23 �, y! 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Z � � � \ � \ \\\\ r� // tio0 26 \ Y/ 1 "3� 14 // / \ glI 1I I IL] -\ 22 15 12 V I I I 1 � / ° / LEGEND \ 44 I II \ \ / � F o �• � /4p, •i// ~ �� SUBDIVISION BOUNDARY \ I I I III 1 3 I \24 _ 17 W c 4 2554 / w -\ II / \",k , -- - / �` ��/ PUBLIC RIGHT-OF-WAY \ \ I y 1 i I U \ \ -==SSMH B-5_- - -___ SSMH B-7 18 % �( � \`--_ \ 1 I W z Y / \ \ - / �$ \ ___�_- -_ -__ / / _ _ - ROAD CENTERLINE Q SSMH B-6 � / -IRS- 7\ o° I -IRR- - \q 3 2555 \\ /' LOT LINE A 3 0 0 / �Ok ` .•� /` - -IRR= /� - 20 \ \ // / R / 1 I 1 1 w \ l !c - J _= _=�I -= R- - - - IRR14 �t / LOT NUMBER / I I 1 I I T U V) CONNECT TO EXISTING EX-SSMH O / _ / \� -%� _� % ° ' // OAP 2 CONNECT TO EXISTING / 1 I 1 II J SANITARY SEWER MANHOLE �� \ � O 0\��/ / 1111111�J%/gLOCK 5 ��' \ l a1 /GO�� i/ 0 � WATER MAIN PROPOSED SEWER MAIN / 1 I IIIII T I 1 OFy� PROPOSED WATER MAIN Z'3 14 13 I I I I I 3 I � A. 1•' �� — -- / i/ 1 1 �� �� (s PROPOSED SEWER MANHOLE - M ------ /f I I I I 1 N ` // �/ I E —<GIRR— PROPOSED GRAVITY IRRIGATION PIPE I/ I CSW PROJECT NO. 23007 _ // /// //� \��\• - - - �/ I n PROPOSED STORM DRAIN SWALE - ------ - X 1 3 / I G is 3 - I I DRAWING DATE 12/17/2024 e° -- EXISTING MAJOR CONTOUR (5') I 1 IQ - I 1 - 25 I 1 o I I 1 EXISTING MINOR CONTOUR (1') I I p I I II I 31 PP200 o �S col\A L m �o \.\GENSF� zo 2575 2575 �. 16970 .. 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Lo _� rn II II p w U �0 1 + � Z Z O ^ W �... w Z Z v W J 2560 =+ Z Q N N > > > 2560 2570 v z z v o �) z 'n =II II Z Z Z Z 04 �.�. io co I� io"Lo u J � (�Q II Z En(% 0_00 00 00 Mi m e N N ap M co c0 X H 00 00 m Lo to N 00 Lo n po 2555 Lo Lo w cn ao 2555 2565 00 N 00 - N rn_ Lo Loci � N N ►'� CO N N N w —� - - _ — �L^ � 00 co � pr) NN �ariZZ p _� � II II Wli J t�1 r' II m rr)of o �o — — N z z I_ O O NZ CD NZ Z p m + L 1 + io — — O (n - - - - ice — i M � p I a0 m — O I Lo O N >> > QO ,n U �o m + ,� m + Lo = II zz z N >> 2560 m + co > > > II = z z D �, 2550 2550 =N N Z =II j z z = II `j z z z N H : : : g Q c N - - N g- cn cn o- ao ao 00 cNn c~n Of co ao rn U I I N N O_00 N N O_ 00 00 VI VI ao ao ao V N Ln M 00 p 2545 2545 2555 / 2555 � 00 .&r oII _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — - - -- - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - m � 3 � 2550 2550 cn u v�i 2540 I I 2540 a 12 0 @) o w II co " zw I I L=246' 2535 2545 25452535 L=351S=0.60% D=8 S=3.40q i u � II L=128' S=0.40% D=8" 2540 � 2530 2530 L=237' S=0.40% D=8" , L=82' w S=4.18% 2525 2525 2535 D=8" 2535 x w 0 2520 10+00 10+50 11+00 11+50 12+00 12+50 2520 2530 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 2530 uj Q o `n SEWER LINE 'A' PRELIMINARY PROFILE SEWER LINE 'B' PRELIMINARY PROFILE z HORIZONTAL SCALE: 1 "=50' � HORIZONTAL SCALE: 1 "=50' z VERTICAL SCALE: 1 "=10' o VERTICAL SCALE: 1 "=10' I_ O z o W R/W R/W U 2575 2575 18' ACHD 35.00' PUBLIC RIGHT-OF-WAY 13' ACHD U) SIDEWALK EASEMENT SIDEWALK EASEMENT 0 ~ ^ �. 12' TYP. 2' TYP. Z W N^ Z 3 � W�-' W v ^n v 31.00' (n 2570 .U) Z io cn co .. r, ^ v 014 t�0 2570 10' MULTI-USE 8' PLANTER 13.00' 18.00' W PLANTER 5' SIDEWALK = U7 IP) r, 0) O 00 N N to � 6 Lo 9 � PATHWAY I 11' THRU LANE 11' THRU LANE 5' BIKE 0 2565 �Lo pon �N� N N ��MN �� mON N00 co Lo �N qt 00" Lo II ��Nto � 2565 LANE co N N m rM 00 II p r II O r O II p c0 N 00 - 6" VERTICAL CURB O N Z Z p 1 + io Z O + ri Z O I + Lo Z O m, r� Z p I AND GUTTER PER Q + - - O m � > > m m m N > > m l j m m N � ACHD SD-701 TYP. C) Q O `o > > > = II N Z Z 2 II N Z Z = II 11 Z Z N > > N > Z U 2560 = IINif ZZZ �Q 11 - - �Q II �Q � = II IIZZ = 11 IIz 2560 N H _ (n(n of 00 00 In In W 00 .. 0 N N 0_ ao ao N — N N ao \\/i\/////\ \'�/i.,//i//./% Lu 0 (n(n 0_ 00 00 00 N N O_ 0o 00 a a a a a a a 2555 _ — 2555 SWALE, TYP. <\��\\�\�� \ \ \ \ \ D_ — — — — — STORM DRAINr\\/��/ /, �//r\�// r\y�\\�\\i�/\�/\ \\�� \ \�/ \�%/i�i i i./% O — — — — — � \/\ /\� \ \/\/ / DESIGNED: C. GRAHAM — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \_ � — — — DRAWN: C. GRAHAM j2550 2550 COLLECTOR STREET SECTION 1 CHECKED: C. GRAHAM w 0 z 2545 L=311' S=0.40% D=8" L=237' S=0.60% D=8' SCALE: NOT TO SCALE PP .1 APPROVED: C. GRAHAM 2545 0 PREPARED FOR: 2540 L=55 2540 G20 LLC elf L=38 S=1.73% PO BOX 593 w S=5.00% D=8" ar� 2535 L=63' D=8" 2535 R/W R/W EAGLE, ID 83616 >- S=5.00% 13' ACHD SIDEWALK 54.00' PUBLIC RIGHT-OF-WAY 13' ACHD SIDEWALK z Q p=8" EASEMENT EASEMENT 2530 1 1 12530 5' 8' 21.00' moo, 21.00' 8' S' J 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 SIDEWALK PLANTER PLANTER SIDEWALK 6" VERTICAL 6" VERTICAL CURB AND CURB AND SPILL Y SEWER LINE 'B' PRELIMINARY PROFILE (CONT.) GUTTER TYP. GUTTER TYP. � HORIZONTAL SCALE: 1 "=50' w VERTICAL SCALE: 1 "=10' a o o J Ln Lu 50' LOCAL STREET SECTION AT ENTRANCE 2 Ln J 0 L` 2575 SCALE: NOT TO SCALE PP2.1 - O 2575 w LLI elf3 w z -Lov 3� w N w v w v 0 2570 o io `O I. ,,) 0000 o 2570 Q Q s Lo Lo w 2565 �O" io Lo N r N 01 �O. io po N O _ m N N- N N I� N C I R/W R/W W Ll� = o o �p �p 00 o p N 00' N r a, II ~ Ki r p 2565 p O Lo 4 Z N 11 O 00 N) II 't N O Lop O 41.00' PUBLIC RIGHT-OF-WAY + Lo -� Z Z p I + io — O , rriZ p r7"� rriz 00 I + U) O I + Lo O Q (n mO04 > 2NNZ Z p� N > > pON > > 2� NZ Z 2- N > > W � 2560 =II 11 z z Z Q II =II 11 Z Z X II Z Z 11 11 11 11 z z 2560 5' 13.50' 13.50' s' z (/') g Q _ — — II — — Q Q — — SIDEWALK SIDEWALK ��/ Lz (nH �° N(~n � OD 00 N� �= (�nH �: - L7H —: - NHS: " _ _ LL 0 V) 0_ 00 00 00 (n U) 0_ 00 00 (n(n 0_ 00 00 N N � o0 00 N N Of 00 00 3" ROLLED CURB AND 2555 _ — — — — J — — — — — — — — — — — _ // 2555 GUTTER TYP. � J/ 7< z — — — — — — — — — — — — — — — — — — a a a LLJ L Z Lf) R 2550 2550 O G U 2545 2 7' TYPICAL STREET SECTION 3 W 2545 W Y SCALE: NOT TO SCALE PP2.1 0 01 11 2540 L=254' S=0.40% D=8" L=119' S=0.40% D=8" L=254' S-0.59% D=8" 2540 bi L=84' L=72' L=148' V) S=0.40% S=0.40% _ . o J 2535 D=8" D=8" D=8" 2535 U 2530 2530 0 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 N CSW PROJECT NO. 23007 SEWER LINE 'C' PRELIMINARY PROFILE DRAWING DATE 1 2/1 7/2024 HORIZONTAL SCALE: 1 "=50' D_ 0 VERTICAL SCALE: 1 "=10' 0 PP2 , 1 o �S\ot.AL m �o �.\GENSF� DEf 16970 2575 3 ^ ^ ^ ^ 2575 12-17-24 w3V wv 3 w� ) Z" N C) U .Zi.z � 11 vN .Zicfl � � Z � N qT PO a0 co `. r O F OF 2570 w co 00 N N rn rn cV rrj co o 00 rn rn e e rn ri s g Sri a a. � 2570 N^lE M.GFZ 9 6 x N N 9 x00 -00 0 CO (n 00 N 000. � N Lo ��. U) � �— 04 ao0- �n �N_ ao � �O N �Lo O- � ao Lo II I� N N N �O Lo toN Lo ��- N �t0 N �� N � � NN 11 rNN H (60 II II ~ OO � N p00000N 000 � � N NMN �00pN J 2565 co+ O II II O= r+ II 0 a1 + 6ZZ 0 �+ II 0 I + II 0 �0 � � + II O MN �to z 0 I + II p � 0 J Lo 4z Lo O + Lo UNU) Z O U + Lo O I + � NLoZ 0 + = U� Lz -0viZ) 2565 U— > > > UNN > > N N > > N � > > NN UNLn Urn N > > 1 + u, N N > > > N = II Nj j NN j j =N U00Lo (n M: zz = II IIZZZ x11 ZZ = II zz II = II ZZ = zz II 11zz NN > = II II z Z z II MQ II — — �Q II — �Q �Q II — — �Q II — — �Q = II Z � 2560 (�nH �x : x (nH �: - (n� �-- - U) - NH �: _ NH — NH �: U) a - NH —: x �Q II - 2560 0 V)(n 0_ 00 00 00 (n(n 0 ao ao (n(n 0_ 00 00 00 (n(n 0_ 00 00 (n(n ao ao N N (n N o: 00 00 IV) ao ao N N ao ao N x N(n 0: 00 f �E W � E 2555 - - - - - - - - - - - — — - - - - - - - — - - - - - - - - - - - — - - - - - - - - - - - - - - - - 2555 � D 0 cn - - - - J_ 2550 2550 u N o oM 00 0 1.i Y, _ Z , » — x 0 M p 2545 - L=116' S=0.40% D=8" L=152' S=0.40% D=8» =135' S=0.40% D-8" L=128 S=0.40% D=8 L=86' S=0.40% D=8" X 1 � L 2545 m w U L=53' O U) U o L=28' L=67' S=0.60% a p ry Ld Ld 2540 L=53' S=0.40% D=8 40% D=8" 2540 m � �L=148' z S=0.40% S=0 40% D=8" � 2535 Ld D=8„ D=8 2535 u w 2530 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 26+00 26+50 27+00 27+50 28+00 28+50 2530 " x w SEWER LINE V PRELIMINARY PROFILE (CONT.) o HORIZONTAL SCALE: 1 "=50' uj VERTICAL SCALE: 1 "=10' o z w z O U 0 2575 w 2575 z ^ U) _v Z ^ ^^ � vr- Z v d 2570 �'' Z o 3 r- o N °� 2570 u 0 (� 9 N N 0 0i O �' N 11 qt c`' 0 00 00 r� M :9 LnMN II w z 2565 000 M N M_ ) N 00 ui Z D (6 to II ~ �O- Ln �n II MNN �0 � N 1 + Lo - o `1 4z =0 2565 =Lf) MpOr� NN vi NO II II IS O (pa0 (p OLN owLo I + Lo — — p QN � ZZ N+ � Z p �Q II z z = II cp Z Z mOui Njj j � — � — - 2560 0_� N -- - 2560 Njj j 2 II 11 ZZ Z j j NNO_ 00 a0 N� —"00 O X: 11 11ZZZ M< �: = Ilcjzz (n U) 00 z (n x - - cn cn w a0 00 00 M Q - _ O N N 0_ ao ao a0 N N w 00 00 Q 2555 / --- — — — — — — — — — — 2555 LL-U \ \ / w 0 0 2550 2550 DESIGNED: C. GRAHAM elf 0 DRAWN: C. GRAHAM w 2545 2545 CHECKED: C. GRAHAM w L=273' S=0.40% D=8 � 2540 L=271' S=0.40% D=8" L=237' S=0.40% D=8" 2540 APPROVED: C. GRAHAM z p Lj L=37' L=56' _ Q2535 S p4 8 S p0.4 8% 2535 PREPARED FOR: p G20 LLC a- PO BOX 593 2530 10+00 10+50 11+00 1 1+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 2530 EAGLE, ID 83616 Q SEWER LINE V PRELIMINARY PROFILE HORIZONTAL SCALE: 1 "=50' J J VERTICAL SCALE: 1 "=10' Y r1 O W Z `1 -1O o v 2575 ^ 2575 U � w O Z =' `' ^ (n V) _ n 2570 N (V N rn v 2570 LU Lo rn elf 9 Nu-) NLo O N Ld qq- 00't rl-0 � N 9 � ��0N a 0AN 00M N 9 2565 (0 00ri 0)) 4 Z � r� 6 Z =o �rn N N � 00 N_ N 2565 �� J 1 + � — O oo+ � — ao00or II 0 �� � II W w o00N > > NN > > I + L0 O rnr- � 0 _ =II 11 Z Z gQ II ? z oNN j j 1 + moo ~ 2560 N N w 00 00 (N N 0_00 00 M Q Z z =N N z 2560 (n �/ (n (n� —: - II Q LL (n I (n N 0_ 00 00 M Q M Ld 2555 - - - - - - - - - - - - - --\\ r _ _ — 2555 2 D — — — — — — — — — — — — — — _ _ — w— — — — — — — — — — — — — — J Ln z 2550 2550 L ~ 2545 L=388' S=0.60% D=8" 2545 0 Q L=273' S=0.40% D=8 v L=153' S=0.40% D=8" J Y W 2540 2540 C L=41 Q J o S=8" LU Ld 2535 2535 J > 2530 2530 U 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 cl�N SEWER LINE V PRELIMINARY PROFILE (CONT.) CSW PROJECT NO. 23007 = HORIZONTAL SCALE: 1 "=50' DRAWING DATE 12/1 7/2024 of VERTICAL SCALE: 1 "=10' a_ 0 PP2 , 2 m c1c, \GENSF� 16970 12-17-24 s 00 T�TF OF\Op�,ZQ� 'AWN gyp' N 2575 2575 2575 2575 E M. G 3 U w 3 .. w .. J 2570 zz - z - z - w3 - vv o 2570 2570 'n J M v ^ .. N .... 0 :� v iv �" 2570 �JJ O O to in 0)m � � CA m � � ,VI (n po 00 ai M O M 00 N i Y eOf r� a e s s il) II O 2565 O i� OR 00 N N c l po co N II 00 O" � II O" N N 2565 2565 $0 N po N p-_ N N cp O 2565 �' 00O II II _� 00 II O N� � 1 O r�Lo0 II II � � � � � MN H M000 II II j li + � O 00Lo o wOLoz w+ Lo W� � ZZ O I + in00 `i+ � — LLJ O =�° II Z U + � - - I + �n — O I O I + ire - - ►�co Ciz I + in - - N N N = II II z z z 2560 2560 N j N j j =II II z z z vl� _ 2560 �, J �QNjj j �Q II j �Q II j �QNzz j =� Z =Nu� Z Z �QNjj j NNO_ 00 0 2560 = II Ilzzz = II zz = II zz > NHS - - — (nH �s s V) a — V2) s s �Q — �Q � — — lnH2-s s s �— U fn fn Fx 00 00 00 (n(n 00 0o cn fn Of 00 00 m(n 22 00 00 00 N ao N N co co cn cn of 00 00 00 p1 OJ I� w 2555 2555 2555 2555 U m o m � ro O _ — — — - - — — — — — — — — — — — — — — — — — — — — — —— — —— — — — — — — — — —— — — — — — — - - —— — — — — — — — — —— — —— — — —— — — — cn 2550 2550 2550 2550 m L �, V) O � c' o d m E " ro w 2545 2545 2545 =8" S=0.60% L=331' z " 2545 � L L=259' S=0.40% D=8" D=8" S=0.60% L=194 =100' S=0.40% D=8" ro D=8 S=o.40% L=234 U Of 2540 2540 2540 2540 N L=87' w 2535 S=0.40% w 2535 2535 2535 w D=8" x w � 2530 2530 2530 2530 0 o 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 w Q SEWER LINE 'E PRELIMINARY PROFILE SEWER LINE 'F' PRELIMINARY PROFILE z HORIZONTAL SCALE: 1 "=50' HORIZONTAL SCALE: 1 "=50' Ld VERTICAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=10' z O U O z O z a w cy D Lo w Z 2575 ^ ^ 2575 3 3 _ ui _ i�v W ^ w 2570 10 i0 °4 1 -`� cp z iV cn° rn rn 2570 O Cn Cn 9 ^ O ►M N � O 9 z 00 O � � N a0 00 N 00 Lo 's 9 p0 N O �O_ Ln II ��_ `n II �'o N 00 '* N 00� N 000 N �O oco �l �l ~ I� � NH p � NH ��NN II -�MON II �rON II NCH O Q 2565 o z z o= ao z N r II o o II ~ �i co II of rn II � �M '`- D 2565 z L� VO Loj j j O0 W) o p± � z O M + LKi oZ O �j + U) Z O C9c+O � Z O C0p � 0 w O = II cp zZ Z 2 II cj z z 2 II Nz z O� Nj > O� Nj j N > > = II N11 z O 2560 N� �=_ _ �Q � — — �Q II z z -= II II z z �a II z z �Q _ 2560 N N o-Poo--co ao (n H _e s N H �s _ �Q � — — �Q � — — V) N N w 00 w N N w 00 0o N- —T' = N� —_ - N~ —_ _ (n(n 0_ 00 DESIGNED: C. GRAHAM N N 00 w N fn � ao ao (n(n w 00 00 O DRAWN: C. GRAHAM Lj 2555 - - - - - - - - - - - 2555 — — —— — — — — — — — — — — — — — — — - - ——— — — —— — — — — — — — — — — — — — — — — — — D — — — — — — — — — — CHECKED: C. GRAHAM Of APPROVED: C. GRAHAM 2550 2550 z 0 2545 L=303' S=0.40%�=8" L=283 C ' S=0.60% D=8 2545 PREPARED FOR: o G20 LLC of L=34' PO BOX 593 of 2540 L=87 L=50 S=0.40% 2540 } z s=o.4o% s=o.4o% D=8 EAGLE, I D 83616 Q D=8" D=8" 2535 2535 U J J cn 2530 2530 Y 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 O w SEWER LINE 'G' PRELIMINARY PROFILE Z HORIZONTAL SCALE: 1 "=50' O O VERTICAL SCALE: 1 "=10' U LL- > LLI Of 2575 3 2575 J o ^^v_ cn ^ Q w vv v 00 w 2570 rn rn C14 wA � 2570 = N N to � 000CA 11 N 9 L 2565 CO+ ui z z o 6 `r' ii 2565 a z "p_ Njjj =N � o Z j w = II II z z Z N z C 2560 (n N � 0o 00 co V)a Z 2560 G W cn� _= s s � a J (/� z_ n LU 2555 — — — — — — — — — — —— — — — — — — IV) x ao— — — 2555 DC O a U 2550 2550 ce z J W - �_ 0 2545 L=288' s=0.6o% D=8" 2545 J W w U) 2540 2540 J_ 2535 2535 10+00 10+50 11+00 11+50 12+00 12+50 13+00 N O N SEWER LINE 'H' PRELIMINARY PROFILE CSW PROJECT NO. 23007 U HORIZONTAL SCALE: 1 "=50' DRAWING DATE 2/1 7/2024 VERTICAL SCALE: 1 "=10' a_ 0 PP2m3