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PZ - Pre-Plat o ��S�ONAL F�i m N PRELIMINARY PLAT FOR SHEET INDEX LEGEND Q�O� , " o SKYBREAK SUBDIVISION PP 1.0 PRELIMINARY PLAT __ __ __ SUBDIVISION BOUNDARY E. LAKE HAZEL RD 16970 PP1.1 LOT DIMENSIONS NW 12-11-20 J PP1.2 LOT DIMENSIONS SW PUBLIC RIGHT-OF-WAY LOCATED IN THE S 112 OF THE NW 1 /4 OF SECTION 4 PP1.3 LOT DIMENSIONS NE — — — — ROAD CENTERLINE gTFOF PP1.4 LOT DIMENSIONS SE � — — ��NNE M.GAP U) 0 60 120 240 360 TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN PP2. CONCEPTUAL SITE PLAN WEST PROPOSED LOT LINE �' ADA COUNTY I DAH O PP2.1 CONCEPTUAL SITE PLAN EAST PROPOSED ZERO SETBACK LOT LINE u uj PP2.2 PRELIMINARY SEWER PROFILES Z =) J SCALE: 1 = 120 2020 PP2.3 PRELIMINARY SEWER PROFILES ------------------------- PROPOSED SIDEWALK EASEMENT < o Y PP2.4 PRELIMINARY SEWER PROFILES ••• ••• PROPOSED PHASE BOUNDARY 0PP2.5 LOT NUMBER PRELIMINARY SEWER PROFILES 1 m o w PP3.0 TYPICAL STREET SECTIONS J !1/ 5� 0 LL I- o J U am W O C]N � n � L � o � � Z 0 C M Z O Q U w cf) °C pC - V 0 co E 1� Q r0 tZ w vi O ro Ld S89052'36"E 1295.60' N89'56'26"E 1321.10' r _ 15 � 21 I 1 BLOCK 2 14 1 BLOCK 3 I �� BLOCK 5 I BLOCK 5 �2 , � I I 1 2 3 4 2 3 4 5 6 7 1 23 24 25 34 35 36 56 20 L_ _ _ pNp,SE= _ 5 6 7 1 3 1 2 i pNPSE S 37 38 39 40 47 w I \ 8 I \ 57 1 9 / \\ 41 $ Fi/ I I i 1 22 33 48 PSE 58 2 - —STREET D (PUBLIC)— - STREET O (PRIVATE). PN I ]=LE\COLUMB1A RD Lu O I 18 17 16 15 14 13 12 11 \ �S.T 9 3 42 49 59 ( Q F_ 10 RFFr 10 _ 21 32 / \ o I I BLOCK 1 9 8 B�P� / 4 E 6 115 50 \ 60 z 1 6 C \ 6 7 8 9 a 20 31 P 1 51 �'� N —7 z _ - - - - 5 \, mac, 19 w 116 1 `�� 61 ® VICINITY MAP � 0 - 4 �J 18 10 w 19 30 114 43 52 A I SCALE: 1"=1000' 1 \ 3 C 17 BLOCK 4 cc� E I 53 66 I g SE 1 \ 43 (� \ 1 6 c~i� Q 1 1 3 1 1 7 46 6i� 1 1 I pr IP STRFF� Al 1 5 14 13 12 11 18 29 > I 54 BLOCK 9 F_ Q i 15 13 12 11 10 g 8 q(p'84/C) 3 PNp,SE 3 5 17 28 112 118 44 BLOCK 5 55 \ I DEVELOPER CIVIL ENGINEER SURVEYOR w Q 14 7 — � _ _ pNPSE wuj 1 0 1 16 6 \ • 4 111 119 / SKYBREAK LLC CORINNE GRAHAM, PE CARL PORTER, PLS u � J I 5 Z 5 16 27 N I PO BOX 9613 CIVIL SITE WORKS LLC SAWTOOTH LAND SURVEYING LLC o c/1 u 1 17 - - _ 6 14 I I BOISE, ID 83707 804 W. RICHMOND ST 2030 S. WASHINGTON AVE. w z Q I 14 7 I 120 I BOISE, ID 83706 EMMETT, ID 83617 "u 3 8 9 10 11 12 13 1 110 a N V; 18 2 i 15 26 I I (208) 946-3874 (208) 398-8104 w I 1 1 9 I 1 5 7 \\SCR F 1 . \ BLOCK 5 1 21 I � li ~ 2 3 4 F / 6 T ' \ 1 I 0 1 I I BLOCK 8 F�pUB 191 _ 109 z 1 I 20 u 13 /0 190 _STREET A (PRIVATE)— - - - -1 O \ Q M I � 1 8 1 89 BLOCK 5 122 H E 6 45 I CV O U 1 21 a 8 / 1 88 1 > PNPS I n LOT SUMMARY LL_ N U 17 U 12 1 \ 187 BLOCKS pNPSE 108 123 a 1 M Lu 0 M w m ' 1 s6 185 I I M NUMBER AREA (AC) 22 g � 9 11 BLOCK 6 184 183 182 181 157 156 155 F_ 1 6 -- - \ 1 54 153 152 151 DESIGNED: C. GRAHAM tY W vi = 2 1 1 107 124 w BLOCK 5 13 SINGLE FAMILY RESIDENTIAL 328 46.67 O � I 23 15 10 w 10 ,\ _ N 67 I In DRAWN: C. GRAHAM _ EXISTING RESIDENCE 1 3.11 L 17 I I 5 - 106 125 1 CHECKED: C. GRAHAM 24 11 Ln 9 3 7 180 158 ��_ STREET M (PRIVATE) 1 I COMMON LANDSCAPE LOTS 40 15.91 0 I I 14 u 4 8 l O APPROVED: C. GRAHAM z Z 25 1 z I 8 m 9 179 1 59 105 1 z6 I 68 1 p COMMON DRIVES 12 0.88 O 4 D 10 11 1 2 E 2 I 66 N 0 1 I \ 13 1 a 3 PNPS 1 z8 1 29 1 30 1 31 1 32 1 33 1 1 62 63 64 65 I PRIVATE STREET 1 3.99 I 26 STRFE 7 u 1 178 160 I 1 4 I PREPARED FOR: 1 T (P 0 127 PUBLIC RIGHT-OF-WAY N/A 9.13 27 28 UBt/C� 5 w BLOCK 6 13 I BLOCK 5 I I SKYBREAK LLC or� 29 BLOCKS 2 19 la3 1 TOTAL 382 79.69 L 1 30 NPSE . 6 `n 1 g 1 7 1 6 1 1 77 161 I 1 50 1 34 1 _ _ _ - _ —STREET Q(PRIVATE)- - - 69 I PO BOX 9613 31 P y� 1 15 14 1 I P SEA I BOISE, ID 83707 z 1 \ 32 33 1 76 162 NP Q I 149 1 1 34 I 35 1 4 \ , 35 PSE 2 , _ I I 1 s6 8 I SITE DATA J I \ \ 36 PN - STREET I (PUBLIC) - 1 75 163 148 94 95 96 97 w w � J I \ 37 38 39 Q 136 ~¢ 83 > 70 I ADA COUNTY PARCEL #S1404233650/#S1404244250 40 > > 87 I BLOCK 5 F I 6g qRR \ 41 42 43 I 174 164 147 a 93 98 SITE AREA = ±79.69 ACRES BLOCK 9 gTFR\\ 44 45 46 47 4s 49 u � 137 Z 88 82 ; I CURRENT LAND USE ZONE: RUT 68 67 m w w w BLOCK 5 Ld 70 173 165 I 1 I E 9 66 \ 51 _ 146 138 89 81 I 102 101 100 99 N 71 I PROPOSED LAND USE ZONE: R-8 PS — — — I I 7 J I 71 pN 65 - - - - - - - _ ` \ w 172 166 I 1 / I L > 1 64 \ \ w Y 145 139 / 72 U I 72 / 63 BLOCK 9 50 o I 90 80 _ STREETS (PRIVATE) - -' R-8 ZONE SETBACKS O / \O m 1 73 \` 62 61 60 59 58 57 56 55 \ 171 167 1 144 140 78 73 I FRONT SETBACK 20 FEET 54 \ 91 79 1 O o I I \` \ \ 1 170 168 q I I STREET SIDE SETBACK 10 FEET LL \ Q 74 J 0 I \ 53 \\ pNPSE 143 141 I I SIDE SETBACK 5 FEET J a_ I I 75 77 - STREET U (PUBLIC)- \ 169 BLOCK 5 77 76 75 Q E 7 1 REAR SETBACK 12 FEET M w I I 78 9 52 \ \ 1 I 92 PNp,S 74 I CL J W STREET K (PRIVATE) 76-- _ BLOCKS BLOCKIO 1 pNP \ LANDSCAPE BUFFER (S. EAGLE ROAD) 35 FEET z N89048'26"W 1291.36' N89'48'26"W 1316.36' Q z AREA CALCULATIONS z C MINIMUM LOT SIZE 4,000 SF C w J z AVERAGE LOT SIZE 6,592 SF J LL.I RESIDENTIAL DENSITY (GROSS) 4.13 DU/AC m v QUALIFYING OPEN SPACE 14.99 AC (18.8%) J J y r ^ Of NOTES V I 0 1. THE FOLLOWING ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE I- SKYBREAK HOMEOWNERS ASSOCIATION. J BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 j_ 1, 17 1, 11, 14, 15 1, 7 1, 10 U o BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 8 CN 1, 2, 14, 22, 23, 33 1, 6, 13 1, 6 1, 7, 13 41, 46, 62, 72, 78, 85 CSW PROJECT NO. 19044 92, 93, 98, 103, 109, 115, 128, 133, 142, DRAWING DATE 1 2/1 1/2020 158, 169, 180, 191 CL BLOCK 9 BLOCK 10 C) 1, 14, 25, 5 51, 1 Ppi . 0 O 53, 68, 77, 7 78 m ENS F� 16970 �12-11-20 p cn)0 9T�OF 12.02' U) 35.00' 133.98' 9.43' 9•51' 226.51' 60.00' 76.07 76.07' 44.57' 44.57' 44.57' 44.57' 18.09' `�'°092,p3,86.29' M 117.92' 70.00' 50.00' 50.00' 5C NNE M.G� sr 1 5 I co 0 L 1796 SF 00 21 100Y BLOCK 2 42.00, COMMON I „00 a 14.51' \ 0 1 Y I i I r' S813 SF - I 18.04' 1COMMON r 2 N 42004 COMMON / p 6761 SF o0 Qf R=55.00' r- 3 0 // 0 p 20.72' 4764 SF 00 co 4 o / °• 723 00 c0 0) 0) � I I 100.26' 161.1g' 5968 SF 7166 SF a o° 2S2s `� \ 7S' 2 "� 3 M 4 M N w 00 rnL 5 ^o 13 / 7081 SF 5650 SF 5672 SF 561 W Li, E 2 p o o h M O 6.9\ w o � 35.00' 't `" - - -o 6181, 5742 SF ",V 4200 SF o / w u LANDSCAPE 4104 SF 12.46' - 6 �' o° 22•20' \ > J _ _ 01 6515 SF 7 4200 SF 12 oo / / s \ 0 79 40 BLOCK 3 o L � BUFFER 8.29' 50 7301 SF 8 0°' / / 4°0 0 3 ^ a) I� r ICI � M U I � 100.13' �2�j 15.25' 18.91' 41.51' 45.12' 45.16' R`775 0p, g 8088 SF ^ / 3)� / d` ��\ SS26• ��+� M � � w I 0 0 Z CO O 00 19 00 46.00' 45.20' \ 8,88, 420 / �Q/ / s \ 26.39' 23.71' 50.00' E O Z 4004 SF 45. \ °' / 0 000, � rn o 30.00' SHARED 25 4002. BLOCK 2 / i° / / °° \ STREET D (PUBLIC) U w rn I 100.07' DRIVE ESMT N M 45'2g' \ 4200 / / °� 2 7933 2 Ra20p.00� - - oC @J o N I 17 0 0D 0 0 � 453 \ g000, °O 11 / / 5670 SF o° BLOCK 4 448' co E ro w I o 0 O1 0 M 4' S °• 4934 SF o / h ro w 0 0 3004 SF 16 15 14 13 12 \ o COMMON O / ° 45.9 0 ro 1 8 4235 SF r-4388 SF 4575 SF `n FT 4 g q>° 2 o COMMON 11 m 0 29.90' Z 38.00' 4952 SF 4303 SF 4510 SF 4S3 Bhp O°• 4200 SF oo / `G - / 3 0 17.44' 54.00' 46.0 o0 0, 4498 SF o 2' v 1 5250 SF O w I 10 \ B�/ �° / J� 5010 SF o`9 HALF R/W I ���, g0.00' 4485 SF C� 40 1° O / 4 S rn _ BLOCK 1 9 w 2 \ 00 4200 SF ° COMMON AO ■� 3j6 4473 SF o 13.25' E>s• oo / SOOp.O 5221 SF 8 � I 33813 SF 3 � 4461 SF '��' 40 \ 42°0' / `r � 44.60' 40.00' 39.59' 39.66' 00, S 5 ^^ w COMMON or� 1 38.74' 0 7 O / L� / 000. `� o 0 1..� 15.44' 38.7g' 0 3 / SO O 6012 SF o 6 Lo � x � - - - - - - - - - - - - 4292 SF o ':� 42 O• 7 8 w \ 14.33' 38.85' N 400 d` \ 00• / 0 5731 SF o 5670 SF 4830 125.00' - - - - - - - - - - - 3g92 oh 6 0 / / h S - - - - - -131.38' 4202 SF po BLOCK 1 4 22.2° / 0 19 0 7.25' s w O _ \ 0 3898' o`)• 00, / / 5250 SF oo w 5 Q - - - - - 282.p3. N\ \ 36'g 4200 SF o0 4S 0.00' ate/ �� 1 8 S 1'93' 67 ,8 w 61.56' 54.00' 46.0 2 °`�• 4 .00, °- 5250 SF o 48.08, z I R`600.00' \ \ .381 7g 4200 SF o0 22.20' \ 6.97' S o`9 49.19' 46.00' 54.1 �4.33' 131.38' o03 \\ 63 OO 3 000. 1 7 v , Q O O I 125.00' 15.44 � - - - - - - - - - - - - - - - - - - - - vo- a\ \\\ 4000 4200 SF oo // \ 5060 SF h BLOCK 4 IJ..I cn r - - - - - - - - - - - - � - 263.8 \ Oh / 150 o w I 4' \ 43 / \ .00• 16 ~ U I 45.00' 40.00' 29.66' 49.62' ` ` o \ STREET \\ 4000, 4675 SF oh / 7s p0, \ 6413 SF o 1 5 o 0 o v , 0 w �15 49.61• �`�� 'q \ / 22.20 29 14 1 3 1; J O I gyp(/ \\ / -0 //' 5937 SF o 0 0 w z cn a 94.99' 12.83' 4g N e�/ \ 40 0 / o s O 3 2 5539 SF 4830 SF 567C O c� 58' \ \ C 0• h 0 ^' Z 2�• 30.00' SHARED \ \\ / / Op• 9 ' Lz I DRIVE ESMT \ 7g o`� / \ ' z a \ \ 4 63, \\\ 3s 00, / / / >°16 U 15 0 25.00' 0 5200 SF ^ n oo N 3g \\ \ \\ ���4 / oo / 0 4600, \ 27.43' o N PRESCRIPTIVE R/W I � cD 12 11 cD 10 0 >o' \ \ \ / `S60 cr, / \ 64•95' = g Z 105.00' of 1 3 4271 SF 4404 SF o cD 9 d \ \ R °' o, co / \ 28.87' 46.00' S4.f z 4971 SF 4788 SF o 4784 SF \\ \ i �W _ 14 4769 SF 9 58 4000 \\ 794 \ 25•�6 / / 5200 SF 15.59' 3462• R� STREET B (PUBLIC) ~ I o 3796 SF o 7 \\ 63. \ / O 00' - O I 4200 SF 0 COMMON 4.50' 12.31' 4745 SF 4000 \ / 4 BLOCK 5 - 6 BLOCK 9 \\ \ // 2 14.14' 4830 SF 44•0s, 0 13.00' R W 40.00 27.69' 40.01' \ �• O / � t�3��' 4790 SF o \ 44. 40.°1, 0 4p \ 23 COMMON N 4 05' 32.52' Q DEDICATION I 105.00' 4Q01, oh' 00' \ N COMMON 0.00, 5 0 50.00' 46.00' p 5 \ o �_ I I o 1 7 o a� - -0 3 g 4200 SF 00 300 \\ .� >s 5699 SF °,n. 20.04' w 0 4200 SF . R-4,5 ° 4 5618 SF vi O p• 0.00' S'c� °' 15.59'79 0 7 o DESIGNED: C. GRAHAM � � �j� \ 4Z6g, 4200 SF o0 14.14' CC 105.00' o� / / 6.49' 22.50' 40.00' 35.67' � 3 \ .0 5169 SF o 8 0 0 0 O �0 25.03' S0'88' 7.71' 40 4200 SF ° / c1l) �' 42.> , Lo 9 ,� 10 �; 11 DRAWN: C. GRAHAM io 9.69' O O / 6 5169 SF o Llj I 00 18 N 21.30' 40.0g• °' Otq / u�Q\ '�6 5920 SF 5250 SF 4830 SF � "' ST 2 s �' 6' 9.27' CHECKED: C. GRAHAM w I I 4668 SF 12.91' \ RFFT 40 00, 4150 SF oo / o It'; Op. 26 \ s91g �, \ h /!y > APPROVED: C. GRAHAM _0 18.68' 14.37' (P�g 0j� / O� / / S 00, \ 5 105.00' cli o o 7 /C) 4 . 1 / � / ,A, 4 4.40 z 2 0 3 0 4.57' \ 0' / O I 1 °' 4 1284 SF / 62 COMMON N \ 54.40' 0 BLOCK 9 0 4155 SF 4000 SF 0 5 co COMMON p 00 lg 00 858 SF 4163 SF 4661 SF 6 Q0 �0°3 40 COMMON 000. \ 220. � 4200 SF a � COMMON 0 / ,,.0 / �� 00 00 / 4 19.00' 18•66' 62 40.17' 20.04' 50.00' 46.00' PREPARED FOR: o 4141 SF v �' °30 , °` Q- \ / / ?> 9.27' \EET SKYBREAK LLC � I BLOCK 8 �' 4?00• / \ / / 0 3s, q PRIVgT 3i w I 105.00' 13.00' Riw \ 2s 22 20' 1 gl PO BOX 961 3 O 0 0 10.00' 42.00' 40.00' w 70 O 78> OS 24455 SF 0j 22.33' 44 96, - - p 3 24 0 3 7. - .0 BOISE, ID 83707 z I o0 20 00 16 38.58' "0 1 3 2" \ / COMMON 1 90 0 4g 23427, M o Q 4200 SF 't 40 01' 0 5330 SF / 5200 SF 71, a 4R W, 1 8 0 112.38• 0' 10?42, M \ �r0. o 1 89 BLOCK 5 4716 3( J 105.00' / 4200 SF 9 55' M `4 \ ° �6 86' S J I a) v 5476 SF �• 0.02 45.55' 46.00' S0.00' 0 0 ^0' rn \ 0 46.01' N I O 21 0 ^ co BLOCK 7 L s o. Y I 4200 SF J 105.00' r 8 rl 05 12 000, 188 co o I m 0 0 6925 SF `�' 4946 SF ry 1 \ 15.00' 5492 SF N 4.45' o O 8668 SF O 2 187 o a 0 1 7 0 9.42' COMMON p \ p .6S' 5851 SF N 105.00' 4200 SF 104.83' v r7 0 w U co 11 4 \ 2j4 186 ~ ~ 105.04' `t 20� \ O 6634 SF o 185 0 0 o 2 2 0 w 105.00' J 4200 SF � 0 4.98 0 0 109. 8 54. 5947 SF 0 184 0 0 0 0 0 9 0 0 11 0 93' 9 >, 3 183 182 181 O j 0 N Go 9 2' 5311 SF _ to O O O 4199 SF 6 N N N U 0 16 0 a 4200 SF 0 3887 SF 2.93 \ 5854 SF 5566 SF 6050 SF w I 105.00' 4200 SF 105.00' o M COMMON 15.00' S38j, _ O �I 0 6 2 =� Ln 105.00' to S 5.34' O 0 105.00' 0 0 7079 SF �7>> 12.59 7 L,1 0 0 0 I 0 10 0 10.54' 104.80' \ REED 25.30' 7 MATCHLINE SEE SHEET PP1 . 2 O 0 0 0 ST 6020 w 15 O � 10 �j 4200 SF � w F�PVBLIC 48> = (�/) 0 4200 SF of 5 0 4869' R,gS00p- ) 17.27' o Q z or� i iuo.uu 4200 SF 105.00' 105.00' a_ 0 m v 0 0 46.00' 46.00' 50.00' = I I I I ? of 5249 SF s� o\ - _ -j O Z 7 7 w w Z z W cn J y r V^I 0f O N w cn J_ U O N O N CSW PROJECT NO. 19044 0 25 50 100 150 DRAWING DATE 1 2/1 1/2020 0 w SCALE: 1" = 50' 0 ppi 01 m o�� GE SF� 0 a_ 1 4200 SF m 6925 SF 4 iri '` 1 0 L15.00' 5492 SF � \-4.45' 16970 I 1 ZD 0 00 'O 4946 SF N 8668 SF 2 1 g 7 12-11-20 Go 17 0 9.42' COMMON p S851 SF I 105.00' 4200 SF 104.83' v M o p 9TF P 1 0 � u `9 5� o � N G P 2�4 186 v� ,p� OF 0 1 105.04' 1 `t 20' 6634 SF o 185 "� O1 N E M. � Ln M ATC H L I N E SEE SHEET P P 1 ■ 1 0 105.00' 9 4.98' o 0 0 (0 184 ,n 0 0 0 0 0 11 0 10g•93, 8g 9 54.32, 5947 SF o 5311 SF o 0 o q 0 0 �' 183 182 181 15 0 16 0 4200 SF L 4199 SF 6 N N N J105.00' 4200 SF 105.00' 0 M 3887 SFCOMMON 15.00' 2 93 \ 53.87, 5854 SF 5566 SF 6050 SF 6534 0 �0 2 (n I o 0 105.00' M 104.80' \ 65.34, Y o 23 0 105.00' o 0 7079 SF s�l> 12.59' O 1 4200 SF 1 0 0 0 10 0 1 0 10 00 10.54' \ STREET F�P 60.20' 25.30' 4 0 15 0 o �j 4200 SF UBLIC 8.� J 00 0 4200 SF � of ^ 5 0 48.69, R�sS0.0- ) 17.27' 1 105.00' 4200 SF 105.00' 105.00' W o m 0 0 46.00' 46.00' 50.00' p w of 5249 SF � _� 3 - w v Q 105.00' d M Sg.83, 0 w 1 I 0 w 47.00' 0 �� r'0 2501 SF 0 p[ 1 N 24 N 105.00' o o = 0 R W 105.00' cO 5.50' �S p 180 22. w 0 0 g o o / 7 50.80' O COMMON N H o L O 1 0>_ 5250 SF BLOCK 8 1 1 0 0 0 o N O cn o a) n ,i o N 4200 SF w 4200 SF � 5250 SF 6520 SF 54'27" 38.25' \O. L3 N m N � li 1 4.30' co 30 94.93' z w M O I N 105.13' I 12.81' 14 ih 1 105.00' 0 0 g 26 5794 SF O I o 2686 SF 6, 25.03' 0 105.00' N I 105.00' Oo 4 Oo 5105 SF 11.77' I �� N N N 25 COMMON 106• ^ 0 47.00' 0 g 0 J ' 5250 SF 00 9 0 0 to v O (n 1 % 66' 0 � 0 0 m 1 26.46' 6173 SF � 0 5837 SF in 179 U w cn � 1 74.40' 36.98' SO "� 12 � R/W 4200 SF 0 0 � 105.00' o @J N co E w I I �• 176 S1, 5416 SF I 105.00' 00 4 00 I 10 "' 1 1 � 1 2 q 1 111.20' ro w s.58' \0 3 13 5 21' 5250 SF V o 0 56.62' 5469 SF 5852 SF o 5264 SF 0 I 1 p L z N I AS \ 1969 SF 102.17' a p w o 0 00 w ( "� 1 0 ��' `* COMMON Ni �o BLOCK 7 105.00' w c0 3 co 47•35' I u Sri 0 26 <v _o � 4830 SF 51 1 0 0 0 0' o, 1 `� / 11 ri 7 v~i 47 55•Sg' 0 0 1 78 0 0 - 5644 SF 31 3g \ 0 105.00' BLOCK 6 BLOCK 6 1 'n 0 5560 SFci _�1 rn 3.95' 6205 SF � 0 Sg Sg 51.47 I � w 1 1 27 8.63' 40.0 $jR 14.27' 0 0 N 0 EET/(P(� 1j 5 I 47.35' 1 3 I 111.20' 1 1 ^ 4855 SF N 28 40.0p, B�/C) ern. S 13 5670 SF 0 0 54.00' S0.00' 50.00' 54.00' 1 ■ 7975 SF x 1 4494 SF ;� 40 0 � 2 1 9 COMMON w S3 0' 12S 86, 105.00' LO 5670 SF In 6873 SF 0 0 sir• 0 29 0 40 0 \ 0 1 8 I 0 1 77 0 0 Lu PRESCR PTVE R/W i \ 4202 SF o 30 0 0 4p.00 \ 6 COMMON N 105.00' `r 6271 SF o 1 7 0 I � 6005 SF LO 40 4200 SF ,� \ 72.91' 10.50' 2728 SF 6506 SF � 16 0 0 0 1 0 1 M\ S8, BLOCK 9 31 M 4p'00' \ 0 09 1 1 COMMON o 5086 SF 15 ,� 14 ,ri 36.00' 111.20' 1 1 ,n 4200 SF ,� 4 3 �0 5250 SF 5670 SF o 1 R/W W z rn \Ld 2.80' 3j21' 0 32 ;n 40'00' v 18.24' 92.95' r7 18.26' 1 I I 40.00, ^ 4352 SF N 41.04• _R=5_00.00' - 38.68, 1 0 0 0 w � 1 33 _ 13.00' R/W 1 40'00' 1.98' ^ 4628 SF 0; 2296 24.6 R- 51.p 17.83' I LO 5560176 SF � DEDICATION 38. 34 i� 0' 8' ,Lp o 1 1 \ 0S ^4905 SF ( SR7j, 50.16' \ 54.27' 28.17' 50.00' 54.00' `L� 111.20' 1 \ \ 40 `� 3 5 a� 25.73' 57.99' \ V Lu of 0 I 1 \ s9" ^ 5181 SF �;' 26.ss' -=500.00' 0 STREET I (PUBLIC) 22.00' W z _ BLOCK 9 28 �0 3 m o o c�4 w 1 6g 33 \ \ 40 s9 M 5458 SF °' 2' is 72,36 6 - - - - a o 0 v I a g p 1 \ \ M 37 45.67' 5.46' LO 60055SF W v 0 Q I I 63 8 \ 40 8141 SF M 38 42.74' 2 w w I cg� N 2' \ \ Sy. 5883 SF N 39 ^ 49.41' 50.00' 46.00' 50.00' ??0, z w Z 1 0; \ 5793 SF 40 "' r- 111.20' U 1 rn 26 0j \ FAR 40s 5493 SF o 41 N 42 rn I v~i z N 1 Q 69 ^ 611 R� 9' 5975 SF 5786 SF o°' 43 1 0 = w 1 8694 SF n 5" '�Tic 5647 SF 0' 1 0 0 0 = J ~ vi 1 u Rq�\ 40 2 1 0 174 0 44 a? 1 5115 SF U O 1 BLOCK 9 6 \ 9 203 18.17 5213 SF 45 M o 0 0 0 0 0 25.00' SHARED 15.00' � 5251 SF o 111.20' 119.09' DRIVE ESMT 2 6, � 46 ri 47 LO 48 LO 49 � z I O4. 57.23' 47.00' 50.00' 6052 SF 5250 SF 4830 SF 5250 SF O I 1 � \ 31.87' 55.03' 14.12' � O 1 0 0 68 ^ 67 45.63' I 0 z L Oo 70 00 3172 SF 6302 SF 4070. 32'91" I o 0 0 w 0 1 4763 SF COMMON - - - _ z 50,93' I 36.00' u 55603SF u L � g I 119.09' 0 66 4070 �o-�- _ R/W DESIGNED: C. GRAHAM 0' I 5424 SF 51 N 52.35' 62.27' 50.00' 46.00' 50.00' 87488 SF 1 � I 111.20' 0 I o 71 0 0 4070, COMMON \ °0 DRAWN: C. GRAHAM LiI 0 0 65 �� cn 35.00' 4763 SF 4, 1 9 0 CHECKED: C. GRAHAM 15 40.0 4381 SF 0j 38 BO , BLOCK 9 I 0 LANDBLISCAPE 119.09' ti$' o' 43' LO 1 400 64 40.50' 40.01' 40.01' 40.01' 40.01' \ u 0 I I 55602SF 0 APPROVED: C. GRAHAM z 1 4492 SF o 49.43' 1 U 1 0 72 oD / 4 `� 63 77.40' \ I 111.20' 4331 SF \ 000• 4602 SF a° BLOCK 9 = 50 I PREPARED FOR: 1oo.3s' ^� �260 35142 SF I 0 0 g SKYBREAK LLC 17 _ 1 PO BOX 961 3 10 62 or rn M u 'n 8' COMMON o 171 0 0 w 1 1 0 c 0 6389 SF '�� o of 0_ ^ 5 5 0 0 5115 SF 1 Oo 73 � `�0 61 60 59 58 57 56 5603 SF oM of \ �/I BOISE, ID 83707 I h 5 4 ro 1 111.20' z I 4124 SF 0p0 6606 SF 4812 SF 4781 SF 4749 SF 4717 SF 5386 SF N 10784 SF Q 38.00' I 105.00' 6.53' R=55.00' 13.2s / BLOCK 5 HALF R/W J I 1 2Q 20.61' Op 16.44' 1 0 �8• 3 g� 9 2 2 \ / 0 170 0 J I 0 74 Oo aq 10 0S2). �\ 4 6.51' �8 40. 8' R '� 6005 SF � 4200 SF $' \ 1 1 105.00' \ 63.74 40.00' 40.00' 40.00' 40.00' �p2 1�0 p2 2R`�S in I 111.20' 61. \ \ 9. LO w 0 R 25 STREET U (PUBLIC) c 15.24' 2903 SF 53 5 I 0000 s.ss' �COMMON 1 0 75 0 77 68) 000� _ - -_�\ - - 1516 \ I R=50.00' 23.02' 169 1 4200 SF 3084 SF 8 d '�Q 8224 SI 7 > 105.00' COMMON 78 �9 \ COMMOP L U I I 1 u 26636 SF S 52 v COMMON 167.85' 16800 SF 190.40' O 0 - °' 76 ° BLOCK 9 N 17.15' R=55.00' �`� \ `� OLn m "' N BLOCK 10 1 �' - 28.54' I 0 • (� 5240 SF 25.00' SHARED � 10351 SF \ o L.L I DRIVE ESMT COMMON `Ssr• 0 35.00' _ 105.00' _ 25.00' _ _ _ 258_10' _ _ _ 246.71' 287.03' 99.56' 51.52' 00 6.53 Q z m O L � n Z z °C w Ld z w z � O m CL J J cn J y r V^I Of O N w cn J_ U O N O N CSW PROJECT NO. 19044 0 25 50 100 150 DRAWING DATE 1 2/1 1/2020 CD w SCALE: 1" = 50' 0 PPI . 2 m 0�� GE SF� 1 O ar� \ a_ 16970 � 14.80' 12-11-20 OF U 50.00' 50.00' 50.00' 50.00' 46.00' 54.00' 46.00' 54.00' 50.00' 50.00' 129.98' 333.91' 0 248.25' U) I 1.88' 0 ui o BLOCK 5 N N 136.30' �° 36.00' 5.04' •� BLOCK 3 �' _ I J I I ^ co N M I O I 0 10 I I 1 23 24 25 34 35 36 m 0 0 56 70 ?� O 5 6 7 1606 SF 5399 SF 5411 SF 4989 SF 5870 SF 5012 SF 37 00 38 N 39 0 6, �� ° 7091 SF °o. Ld 5678 SF 5690 SF 3424 SF N N 'n O O fn COMMON COMMON 6573 SF 6101 SF N 40 o 6135 SF �, cj O �°� O BLOCK 5 16089 SF p� �pI 5 moo. 2, �Zo BLOCK 5 �' w o 57 Q > w J �y� 47 \ /' 4538 SF o c > 12.86' 4107 SF U I I 15.00' 50.00' 50.00' 46.00' 54.00' 46.00' ��� x �Os9• ASS/' 10�`LO ° I r 1 N p N 000 w 50.00' 50.00' 23.65' 41 .� / .0 po�� /6 I r+ z C M O 22.38 00 0 3452 SF iv 4385 SF �'�, 50.00' 25.35' 24.85' 2670 SF �B °' 1 S6, 5 8 O tD O 0 oM 22 COMMON M 33 COMMON ��� S� COMMON �'' 40718 SF 2.63' �9 4131 SF 70o = N _c - ti 23.23' - 0 3 20 6 9 U U g 13.48' w 109.63' 132.18' o� STREET O (PRIVATE) Ln N �o Ig 2 6°. 1pp pC o w 22.22' //�� \ 2p 42 °o. 105 �p 59 m E w 99.00' 'Q� •O 15439 SF 49 7.59' O 4003 SF I ra w 46.00' 55.64' 1 0 N o <o / ,�6 \1� `�" 4503 SF �j QO 4 fo Z I poi' 0� 21 3 2 cV ��. OD >, O. O� °o. u w c c 6032 SF 6746 SF "' //S O' ,� 0�� \ r'�, �Op' °' 109.73' 117.28' 1 1 5 i5 �9. "' 60 4698 SF 4000 SF 5.14' c ' o o w I rn tCOMMON 179.64' 9g sA, �o 8 ui 9 uj I o �29 1�� °°• 1p0 0 4830 SF 5842 SF 'I 36.00 p 0 0 31 o 51 I i� S' ri 20 w , _ R/W 0 5489 SF to 5395 SF 107.84' M Q� 4300 SF N ° ,n 110.00' 0 0 iQ 5r O�O ° 61 ' I U 109.82' 117.28' 0 5486 SF 1 16 9s' �.� rn 5147 SF Q w 0 114 to rn 43 52 9- p o ~ 46.00' 55.64' C° 0 0 0 4000 SF o- 0 10 Z) o 0 0 0 to 5500 SF toM 0 18682 SF ° robs 54.00' 50.00' O cn 6152 SF a 0 19 30 ro p z COMMON 5054 SF 6333 SF 110.00' 110.00' LO ss o �0 \ �' w >2, o. F`� � ~ w I w 109.91' 29.00' 9.84' 53 I 3: O W I R/W 0 117 0 255.71' 4000 SF x° � U) U I 117.28' 0 0 - 46 ° G 1 0 0 113 0 to 5940 SF Ln -7° po ° o 193336 SF °COMMON ° J ~o M 12 „� 11 0 0 0 `� 5500 SF `� 29.00' BLOCK 5 54 5670 SF o 5250 SF o 1 8 0 0 2 g o 110.00' R/W 4000 SF o ��, O c� O ' S498 SF o 0 110.00' W � � 2.87' 5864 SF � w w I 110.06' 0 BLOCK 5 0 0 °o oo°° 19.46' �0 0 0 0 118 0 0 44 o. 3.34' 17.89' w 1 12 5 5 w rc 117.28' 0 0 0 0 o d' �v (6 5060 SF iO 5500 SF 30367 SF sj, o N 54.00' 46.67' 0 0 0 Q 4127 SF w Z / 17 0 0 28 0 > 110.00' Z o co 110.00' cn 0 26.86' 0 ��ii�� 0 5983 SF 5395 SF a I o �6 I$ \ z 0. � 110.00' 117.28' w 0 0 0 1 19 0 351.63' w 111 O 4gA6 M � 0 5500 SF 0 `O 5500 SF 0 � z 46.00' 50.00' ,� 0 0 0 o N Q O V 9.50' 0 16 0 2 7 0 110.00' 0 0 110.00' , to 5500 SF to 'O 6333 SF u' a R=55.00 ° Li- 14 a I L j opLU COMMON 110.00' 117.28' I o 0 0 120 o w LU 13 0 110 0 It 't 24 1 1 0 1 2 0 6014 SF � BLOCK 5 � 5060 SF O U DESIGNED: C. GRAHAM 5940 SF 3 76 w O •830 SF 0 5250 SF o N 0 0 110.00' /IQ, p DRAWN: C. GRAHAM L 6239 SF N 26 110.00' U I 6450 SF I = CHECKED: C. GRAHAM Ld 25.00' SHARED `O 0 0 U z APPROVED: C. GRAHAM ccf z - BLOCK 5 DRIVE ESMT �10� 82.06' 117.28' I 0 55001SF 0 I Q w O 46.00' 50.00' 55.00' 25.00' 17.06' 29.85' 3.50' O 17 71' 172.00' 110.00' co PREPARED FOR: 0 300.74' 0 SKYBREAK LLC BLOCK 5 o STREET A (PRIVATE) 13860 SF N PO BOX 9613 a_ w - -0 3 _� _ _ _ _ _0 3 _ COMMON 110.00' M� N 173775 SF NW 0 ��> BOISE, ID 83707 z COMMON 0 122 0 45 Q 300.74' 0 5500 SF 0 M 135524 SF 17.71' 172.00' 2 COMMON 54.00' 50.00' 54.00' 17.06' 9�s- 110.00' 110.00' 3g 2�, cn 50.00' 54.00' 50.00' BLOCK 5 0 0 0 o I C O 12.49' 108 0 123 0 Og 29.00' `n 5940 SF L 5060 SF `L Ld cn b 0 0 0 0 R/W 110.00' 110.00' J 157 156 155 0 0 0 0 N M 7 6534 SF 6050 SF 6534 SF 154 0 153 0 152 0 151 0 0) M O U 5373 SF 5500 SF 5940 SF 5500 SF -0 0 0 124 0 /� W (/ I 7 5 99 ILLLd 110.00' 7 67 O 54.00' 50.00' 5 ��h BLOCK 5 25451 SF M ATC H L I N E SEE SHEET P P l ■ 4 >_ un 4.00 ��6p' 50.00' 54.00' 50.00' 0 0 7 3932 SF 11.48' 0 5.51' 0 55006SF 0 d 125 ��� Q Q�M Z _ 22.31' 1 58 COMMON a`L - - -0 - O LO 5940 SF g I W O 0 1 �oo� ir STREET M (PRIVATE) °' 110.00' I Z z 110.00' 24.00' 80.00' 80.00' 80.00' 35.44' /1 w (n F 124.71' �// 24.50' 50.00' 46.00' 45.00' V Z =w cy 29.00' S w 0 w `i �^ 23.09' 24.79' 0 0 R/W I z 0 - 0 of 69R69 0SF �ry I 105 Z_ W �n w ce ~ F- oc m O � J J J r ^ Y V I (Y O N w cn J_ U O N O N CSW PROJECT NO. 19044 0 25 50 100 150 DRAWING DATE 1 2/1 1/2020 C� w SCALE: 1" = 50' 0 PPI m3 m ENS F� 16970 3S 2� rn 12-11-20 50.00' 54.00' 50.00' v BLOCK 5 0 0 0 0 Ile. ,ApF12.49' 108 123 I //U) 29.00' iO 5940 SF 5060 SF NE M•G R/W o 0 0 0 0 110.00' 110.00' N J 157 156 0 155 04 o MATCHUNE SEE SHEET PPl . 3 M J tF 6534 SF 6050 SF 6534 SF 154 0 153 0 152 0 151 0 N 5373 SF 5500 SF 5940 SF 5500 SF o �p7 0 0 124 0 rSF o� 5�F o O 3: 110.00' 110.00' I J W 67 iY E w 5.99' 25451 SF o w e BLOCK 5 J 0.00' 54.00' 50.00' 54.00' 34 6p' 50.00' 54.00' 50.00' __ c 11.48' 0 106 o o Ae. pUo 3932 SF p 0 5.51' 0 5500 SF ,� , 125 �� p N 0000 N 22.31' 1 58 COMMON rLp`L O - - -N - I n 5940 SF I a La Z Cp � M `` boo STREET M (PRIVATE) 110.0o' ti� I 0 p 0 rn O 110.00' I 24.00' 80.00' 80.00' 80.00' 35.44' Uw v�i ^ 00 124.71 �// 24.50' 50.00' 46.00' 45.00' U V) =w N 29.00' 00 cn o N 23.09' 24.79' R/W OC O ui 0 j 159 M�v o 105 0 0 o Q co E w 'o ui 0 6286 SF 15.50' ; 0 5500 SF toi 0 1 26 o I ao 68 ro C_ N ^ M 29.00' to 5500 SF � of R/W 66 Ki 22541 SF o ro z 111.20' 0 0 0 0 0 110.00' N 11306 SF �. o 0 128 129 00 130 00 131 00 132 133 110.00' 0 ro rn N N `r'�p i u 1319 SF 5010 SF 5500 SF 5060 SF 5499 SF 1464 SF "62 63 °N° 64 00 65 00 0 0 160 o I COMMON COMMON 0 0 3017 SF 10314 SF 10314 SF 10314 SF `� � ,� 5115 SF (o 0 104 0 o o COMMON 1 127 w o BLOCK 5 0 '� 5940 SF iO o 5500 SF o Nlb`L BLOCK 5 111.20 ^ X I 110.00' 110.00' w 46.00' 50.00' 46.00' 50.00' 29.85' 4245 SF 29.85' O 0 0 161 0 14.00' 14.o0' 182.00' S 0 5560 SF o 103 COMMON 80.00' 80.00' 80.00' 80.00' 30.00' I Q ~ � o 0 0 00 - 0 STREET PRIVATE 4s ° � 0 150 0 0 134 0 03_ - _ _ 5.00' _ 03 Q ( ) �A. 111.20' 'n 5500 SF 5500 SF n 69 N 10.50' N R� 23157 SF `J \`SO z 110.00' 110.00' 182.00' W 4245 SF q�5' 84.00' 84.00' 84.00' 78.00' �O. � z W 0 0 29.85' 85 COMMON 29.85' N �9 O o 60052SF N o 0 110.00' 110.00' 29.85' 6.03' �� M I cn 0 to 149 0 0 't 1355060 SF v 7.50' U-) 5940 SF o oo o 0111.20' 86 84 o J O 110.00' 0 C; CO CO z 1 W 110.00' iO 5500 SF Lo 5060 SF I w o 0 00 00 -0) 189.83' 0 U w W o o 110.00' 110.00' Q 0 94 0 95 0 96 0 97 0) 29.00' o a N N N N w 0 g r ^ o 163 o o > 10080 SF 10080 SF 10080 SF 10079 SF R/W N v V I 5115 SF 0 148 0 0 o BLOCK 5 LU N I 5500 SF u� 0 136 0 0 0 0 I O ° z W 111.20' 0 5500 SF o 0 0 0 83 00 0 0 0 70 i� Q z 110.00' 4 87 4 Lo 5500 SF w BLOCK 5 0 °' 16856 SF I L z 110.00' iO 5940 SF Lo LU 00 c°'o I n O J J o 0 110.00' N V 0 164 0 29.00' . O' 110.00' 84.00' 84.00' 84.00' 84.00' 98 U O = o 't' 5560 SF Lo 0 147 0 R W 93 _ co 0 0 6733 SF 6541 SF LU z 00 U 111.20' 29 00' 0 S500 SF 4 59407SF 0 0 0 82 o COMMON COMMON ; 181 07' O R/W 110.00' o o � in z 0 5500 SF o 5940 SF `� 29.00' N m L` Q o 0 110.00' R/W I ( � O o 00 165 0 110.00' 110.00' 1 w o d o � 5560 SF 0 0 0 '0) o 0 o a, w 0 w o 146 0 o 0 0 �r � 71 DESIGNED: C. GRAHAM v> o 0 0 aj 102 0 101 0 100 99 Lo 5940 SF o o � 10079 SF 10080 SF 10080 SF 10079 SF DRAWN: C. GRAHAM O 111.20' Q 0 138 cfl w 0 15786 SF 5060 SF Q o 89 o 00 81 M Ld a 110.00' 5060 SF to 5510 SF ro� CHECKED: C. GRAHAM 110.00' z J15.65' 0' 0 0 166 0 w 110.00' 111.89, / 18 76 169.18' I APPROVED: C. GRAHAM o 'n 6005 SF w o o Z 15.57' �9j 1� z o � o 0 0 0 I LU 0 u� 3543 SF LA N 145 0 0 139 0 � 0 0 12.84' -p 78.00' 84.00' 84.00' 78.00' N� 72 COMMON N j 5500 SF 0 0 LA 0 90 0 80 0 o PREPARED FOR: U 111.20' 5500 SF o o S O 110.00' 5500 SF Lo 5602 SF 0 l4p �' 6.03' 0 3 STREETS (PRIVATE) ��0 186.60' SKYBREAK LLC o 110.00' � Rs - - N - - - _ ,� PO BOX 961 3 w o 0 0 BLOCK 5 110.00' 110.00' N I BOISE ID 83707 0 167 0 0 0 3064' 90.50' 120.00' 113.50' 3p.2a , 5560 SF 144 i Q 5060 SF 140 0 BLOCK 5 78 - - - - - - - - - - - - - - - - - - - - - - - � 9 111.20' 0 0 0 6.51' 73 5940 SF o 0 0 2638 SF cA 37 110.00' 91 79 N 18337 SF � 1- 4 COMMON (o Lj U') 5940 SF Lo 5940 SF Lo �. BLOCK S J I 110.00' 35.00' SHARED N 0 168 0 110.00' 110.00' 35.00' DRIVE ESMT oLo I'6005 SF ' 0 143 N o io 0 6820 SF 0 0 141 M I a) 201.04' W N 0 0 � 111.20' Lo 5494 SF ) I M N U')~ � 10.78' cn 00 110.00' 108.37' 77 76 4 75 4 J 20999 SF 20920 SF 20911 SF O 8224 SF 5•gg 5132 SF 142 p�°'� U COMMON 29.85' 29.85' COMMON O 92 o N w w o O 190.40' STREET K (PRIVATE) 0 3 165.50' - /��. COMMON 32396 SF I O (n LU w N LL > or� Q 0 z 0 422.90' � MM O w 0_755.40_ 120.0 120.00' 120.00' 264.31' W - - - - - - _ rLn ZD/� v I w z w z _ D i Q W w Ce ce m J J J r ^ Y V I O N w cn J_ U O N O N CSW PROJECT NO. 19044 0 25 50 100 150 DRAWING DATE 1 2/1 1/2020 C� 0_ SCALE: 1" = 50' 0 PPI A /-- 2748___ ENS m_ w r-- 2750 ----- �p STUB 8' SEWER MAIN 16970 FOR FUTURE TIE-IN / / / \ \ J STUB 8" WATER MAIN \\ \\ c / , \ T� \ I �12-11-200 I- FOR FUTURE TIE-IN \ G STUB 8" WATER MAIN V 0 / Q 9T P U FOR FUTURE TIE-IN 2�6- Q �/ F OF\� 0_ 8 ro EG>> EG EG EG EG-�EG EG EG �G EG EG EG- EG EG �G" No'�p � ^ho EG EG EG EG EG EG EG E6 EG EG EG EG EGcr (n a Uurir \ - - OFI1� - �rIF - \ 14a I OLL - nup - - - \ 15 I I J I I 21 \ . I .�` \ BLOCK 3 0 40 80 160 240 V) °o /�I I R=48.00' \ I 1 I BLOCK 2 14 ' SSMH B,1 1 E 5 // I y I I \ 2 3 I O w I III II I i / / 2 3 ` 4 5 i Y 3 I yy ho ! 5 / 13 /: / // CD SCALE: 1" = 80' J 20 SSMH A-4 oo +ao SSMH A-5 N 35.00' LANDSCAPE _ -� N 6x�9 W E Lli BUFFER I <SE- 7 1 2 / 0 / o. iir I SSMH A-3 LINE q' SSMH A-6 / g w O JJII II F o > 110.00'IREGIONAL I 19 25.00' SHARED \\\ NPSE3 ��' � ^ham/ �/ N a(P�B(/�J �. .. I ME O E: � U PATHWAY I DRIVE \ P ti /' 3 / i - - 8 I 'w` gSSMH A-7 / `30 , EWE r 1 rn ^ N 00 O I I II I N 16 I 1 S 14 1 3 1 2\ `�$m �, / e90 // 2 / SSMH C-1� rt SEWER LINE 'C'�= !.1 Yi ZQ &lI Z T I 18 - \\1 / / e �h6 9 i / o0 3 � 0 � � O CONNECT 0 EXISTING F„ II I 10 B ti / �� 2 12" WATER MAIN I I m BLOCK 1 \` - - l 8 (PUE ` 1 0 s // %/ i () W � ,- 1 cc 0 v o / i 0' Io ` II 7 / �� 5 6 � 7 8 w ----- -- / m fo o_ ----------------- _ / ��a /. / - _ \ O ro z I S'W �_\ / 5 aaM \ / 19 216e ' 00 W SSMH A-1 (EX) � I -o m „­" - $ - / / L�0 Pf - 8"S 8"S 8"S 0 m■<SEWER LINE 'A' S - - - b - 4 SSMH A-8 1 8 / � I L I SSMH A-2 m \� a " / c� , iv 3 /: / ` 17 BLOCK 4 V) n. ----------- CONNECT TO EXISTING II STRF / g fR(/�x 15 X SEWER MANHOLE I I I a N o \ FT q ` / V / N`e' 14 13 2 w I II I BLOCK 9 v (PUB �.� / <v / cc 25.00' SHARED y (/C� / /' k CD 25.00' I 1 5 DRIVE \ \\ / S?oo // I w H PRESCRIPTNE R/W II I 2756 ---- z+ 1 3 1 2 1 1 1 p 9 \ \\ 9 / PSE 3 Q II I �i1' 8 \ �. i 9 // �3 PN SSM 9 ` B 8 L 0 N I j 16 PNPSE 7 \/ i 4 _ 2�+� z ZI jon 13I I I I o 6 ,`\ /\ ^ m�SSMH A-10 U F_ j wv III II . I o m 5 m o N O u II - ,Z N m 5 GATED ACCESS z J I 17 SSMH F-1 n+op -SSMH G-2 / . U J w u II I .V I 8•w 4 1 / 6 art, I i + _/ 3 / / / o� 8 � g I_ I II N/ SM`G 3 19 1 0 I 1 8 o e 2 I Pp3•o /• Sor� 2� "'y �� \ ��o BLOCK 5 w O — i I 6 _ / / / \ O Z 10.00' REGIONAL O.\ 1 2 3 4 9- PATHWAYII z \ 6 ",/ Nf C' I /' f �� U g II \ m --- BLOCK 8 0 ��, / / a- Q O F_ I I -� -- 2760 STR 91 I - °' Ln I n FFTF! 1 90 \ - -STREET A(PRIVATE) - z II _ 276 �0-- v SSMH H-1 13 (PU / I i;j N 17.00' I :i 2' 18 I B(/C) / I a oo m w Q = I II I � I 1 89 a Nero IJTJ z I w I II •: I 21 s 8 n l \\\ 12 i SSMH G-4 0 ,� 188 \\ � 2 O 13.00' R I I I PP3.0 ^ 17 i -- 2762 - w❑ 2I \\--_ 1 I 187 z /W N _ 1 - . O DEDICATION SSMH J 1: ,• 6 1 86 W w III :11 I rn 2764 _ 22 � z' BLOCK 7 -1-84_-_ L"I""I O U 0 z I E 16/ \ _EG EG =gam EG—1 1 EG- Eu EG E -EC4 ry� m E EG EG EG EG EG4 E 1�' - E681 E�S� G Lu - I Cu EG o-� G 29 EG I - Sz EG w p `II F^ — 23EG '! -EGEG Lu EG EG EG- G EG m » Z i I UGTV UGTVp 10 33.00'I I ; SSMH G-5�� a -_ 2770 HA38.00 LF R I PEDESTRIAN 15 B-B E n 5 I <s�yfR UNE 8' DESIGNED: C. GRAHAM O I CONNECTION �I ISSMH G-6 zo+ SSMH G-7 J 27.00 ® w o �;M4�o = DRAWN: C. GRAHAM l i I 24 ^' z 9 7 a \ <SEWER II I I 11 m 3 (l a \ SSMH K-1 U CHECKED: C. GRAHAM SSMH F-2 1 4 PNPSE A PP3.0 . v 8 . . 33.00' 4 8 9 \\ PNPSE 2 SSMH G-8 1 79 c 8 B_e \ I a APPROVED: C. GRAHAM z w I w O I \ 12 n 4 � 10 11 12 I " II I w 1 3 I 27�00' o U I SSMH F-3 ie ' PREPARED FOR: I I I a '0p I SSMH H-2 a A I °° 3 a B B N pI w I w I :I \ 26 c o STR�ETI� UBL/C)\ , 7 PP3.O m N I I 178 SKYBREAK LLC I \ o 00 5 BLOCK 6 \ 1 I \ PO BOX 9613 Ld w II .•I N 27 28 nc I,�� BLOCK 9 2 19 I' 0 BOISE, ID 83707 Z o I 29 E $ m SSMH F-4 �c S fwf`e 6 SSMH J-2 18 1 7 �I • `\ 177 Q w I I III k.:' i I\ 3 0 31 N m \ LINE F. �e. 16 I' \\ U OBI II I c� 1 1 5 14 I; \ yhI �� 32 I v J �m II •.• I\ 33 » z+ - z,+ \ I ' °° • 1 76\ I . , \ Y I a v l �_ I •. I \ \f�\ 34 SSMH F-5 SSMH F-6 <� B N, o v�i \ O :I \ \ � \W 35fRUNfF. I W ffi 4 36 37 PNPSE 2 a ''`� STREET I (PUBLIC) 8 -SSMH F-8 r_ 175 \ 'I \ 38 a o SSMH F-7"" m � III II \F� 39 40 m ci �\ J 35.00' LANDSCAPE I \ w\F 41 42 N m 7 U o-BUFFER .I `. I 69 \ RR\l 43 7 I I 174 / Z W PP3.0 LL. II I BLOCK 9 20.ODRryHARED \ Rq( F\ 44 45 46 47 8 49 I ' O O rl 1I/ I \ \ F/y W / IIII \ \ \ I SSMH G 9 O Ln a a I I 70 6? \ \ Fw --EW - EW c W—EW— BLOCK 9 I' // Z I w I II I w 66 \ EW EW �� - EW / � I r 173 / I Q wEW_ I I J —5r— Q 0 EW W � 1'7.00' I SE 9 — — Lo � F \ / •• 27.00' I J a_ 71 PNP 65 — _ _ _ EW e I: B-e I M = w 64 F!y \ m 172 I m W 1 I R=48.00' I I II ?'o� 72 63 BLOCK 9 50\� Ld II 62 r 1 71 Q w .I \ F \ J � I alI II I \� 73 8 4 61 60 59 58 57 56 55 54 \ \ / ' n z Q I F\ � i N� Q Lu U) I I w�` I I oo PEDESTRIAN \ / o Z I a i � I II :':I 2) ry• 0 �B CONNECTION / I 170 J 10.00' REGIONAL 74 Go 0 c / \ w w PATHWAYI I I \\' \ • \ - 8 •.• \ \O U Got", Cj I I II I 75 771 o - STREET U(PUBLIC)- - �� \: 0��j�P \fib I R=48.00' 169 J °J I w I I I 1 78 aaM 1��9 \ \ Z Y \\ �I I DRIVE:':'i 20.0 ' SHARED I o m 5 2 F� \\ I - 8... O 0_ \ II i 76 i BLOCK 9 i 27.00' BLOCK 10 1 N m R=48.00' PNPSE g \\ v \ V U � B-e I - w _ • J Ld SSMH G-10 EP EP ��-_ EP EP EP EP EP E EP EP EP EP EP EP EP EP EP EP EP J / E VANTAGE POINT LANE Ep U \w EP EP EP / EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP Ep CONNECT TO EXISTING CONNECT TO EXISTING \ N o 8" SEWER MAIN STUB 8" SEWER MAIN I 8" WATER MAIN O a FOR FUTURE TIE-IN Fp N I L1 ❑T CSW PROJECT NO. 19044 d I STUB 8' WATER MAIN _ FOR FUTURE TIE-IN DRAWING DATE 1 2/1 1/2020 �U4 A GATED ACCESS (RESIDENTS/ ' \ O EMERGENCY ONLY) PP200 U 0 ENS STUB 8 SEWER MAIN d• CONNECT TO EXISTING \ 16970 a_ \ FOR FUTURE TIE—IN \ I I I I I I I I I I ( f I I I I I I \ CONNECT TO EXISTING 8" WATER MAIN I I I I \ 12-11-20 SEWER MANHOLE o --- \ �,� F_ e l STUB 8" WATER MAIN \ / \ \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / �^i OF o FOR FUTURE TIE—IN � "r � _ I : �- - J I I I BLOCK 5 I I I l l l l l l l l \ \ \ \\ \ \\ \ \\ \ \ N I % � \\ \\ \ \ �\ \\�\ ?�\\\\\ \ \ ` ` 0 40 80 160 240 F11 � . 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GRAHAM O J — <SEWER LINE 'K' ' �- SSMH K-4 STREET M (PRIVATE) 1 2 5 I \ / \ \ a \ \\ \ \ \ \\ \\ \ - I DRAWN: C. GRAHAM W = 8 <SEWER LINE 'K' o m UGP 11G �UGP UGP UG�\ \ Ulm \ \— 2730 j U o o m SSMH K-5 \ \ \\ °\ \°o CHECKED: C. GRAHAM I `� 159 SSMH K-3 N m 105 I \I \\ \\ \ \ \\ \\ \\\ \ \ \�\\\\\�$\ -_ \ \ \ APPROVED: C. GRAHAM \ \ I z Q SSMH L-1 126 \i 66 \ 6$ \\ \\ \ \\\ \\\ \\\\\\\ O C $ 28 129 130 131 132 1 33 I °D 62 63 \ 64 65 G __ \ Q 160 27.00' 104 127 \\ 2j> � \ \ \\ \ \ \\\\ \\\\\\\\ _� \ \\ \\ \\ \ I . ` \ ��� BLOCK 5 B—B v e�� � \\ \\ \\ \\ \\ \�\\�\\ -�\\ \\ \\ \\ \\\i PO BOX 9613 Of 163 I / j \\ \ \\ \\ \\\ \ \\\\\ \ \\ \\ \\ \ \ BOISE, ID 83707 2� 27.00' I \ \ \ \ \ \ \ \ \ \ \ \ \ I Q B—B 15� 134 0 — „_,,,,— — �x+on8 —8 —STREETQ(PRIVATE) — S �' —�e�oo SSMH N-2 / I I \9 I \ \ I I I I I \ \ \ \ \ \ SSMH M-2 <SEWER LINE 'N' 8fS <SEWER-LINE 'N' \ I SSMH N-1 b J162 \\ 149 N\ N m o PSE 7 SSMH N-3 N �\ \ \ 135 84 y z 86 - 2776 -- I / / I / ) \ \ NATURAL\PATHWAY at 0 \ 163 m I 94 95 96 97 27.00' 148 \\ 136 83 y+ B-B /l 10 �\ I 87 BLOCK 5 1 / / I I J SSMH L-2 uni l I m m �i� // / / / i i I v l > / 164 \ r r 93 98 A i/ / / / / / / / / / I N O P 147 \ 137 A I m 27j4_. �I i� / / / / / / / ccv I Lu // 165 p \ \ \\ / 27.00' I /// //� //// �LOCK� /// /j *lb ��I <// `\ O 7 Ld i I � 146 // 138 io I \ / e-B a, 102 101 lo0 99 I // // ///�� //// //// / N ��� I L.L Q 0O `^ A / PP3.o / 89 / 81 U < LA / / \ , / / / /hry IL 166 m / \ / �� ,/ / / / / / / v / / a 0 W I I m 145 m / SSMH P-2 // / J3SMH N-4 / / / / ^ho \ \\ W Lu 139 �: _ l z: / 90 80 _ J / ^h� ti in / 8 �4+oo— 8 — 8 ae+oo— SSMH P-4 / / / 0 n' / \ \ PP3.0 A ` ' 167 0l \ D \\ SSMH P-3 <SEWER LINE 'P' STREETS(PRIVATE) . // // ry // // /----\��i 27/p_ _ (n W144 m \ // TT-T$=O1 -------- -- ---------- �� // // \ I.. Q Z) a� \ \91/ 79 20.00' SHARED \ I I co ^ // — o PSE S 27.00' �\ DRIVE a \ co � N N " \ -_ J ---_ Q z 168 PN B—B d� N cv I I L — _—2760 —_ L u 143 141 I \ CONNECTION I / / �— -- ———— ^� _ J \ � BLOCK 5 LL.I � Lu F_ \ SSMH L-3 SSMH M-3 \ \ 77 76 \ \ 75 \ / 169 74 (n — — STREETK(PRIVATE)— O 8 U N_ — d Ld - - - - - - - - - - - - - - - - \ - - \\ - - � I - - - � -/- - - \ Q Fo \ N FA I / / / CSW PROJECT NO. 19044 (' A DRAWING DATE 1 2/1 1/2020 of PP201 v U) o`` \GE SFO �2F m O 2 ou �`Wl � 2780 r 2780 N 16970 .. Uj z M rn r. a0 ~ s12-11-200 2775 w ^ r7 ih a N N j 2775 0��rF OF IOP P.2Q cocdr, = II Ilzz �NEM.G� 3 2770 x o vv O j V v E w a0 00oo r I I N N N 00 00 2770 U w0coN � � .ZiM � .. ^ � � QO � ZZ O J O co II r M O N r ^ W 3 N N » > _ — + Loz rn. nn N 04 cro- r (I �� r �Q II ZZ z 2765 Q O r N N II N r- o N �n i. rn N N - 2765 U = II NZ Nri � II II Z) N �N � Z o o ri N r00N II cncno- 0000 00 O NHS: Q + Lo o 00nN I + Ln — O Ki r � o p a0 � II Qr� r � N ro 3 NNO_ 00 N j j j r7� Z_ N > > N. r N OinN II I + � z O w 2760 z Q II Z Z Z a r i a a II z z (p (o Ki r p a°° r j j — _ _ - - 2760 W E F- NHS - - — N > > V) - � + 0) K = r0oz O 2 II N Z Z O (n V)V) w 00 00 00 = II II Z Z cn cn FE 00 0c) I + � — O Q(oo r m Q — — \I IW U N� � — — Q� N > > N > > NNO_a0 00 c01 V)V) w0000 = II zz x: IIZZ — �� O 2755 ` — — N - — _ _ _ 2755 o — — — — _ N N 0_ 00 00 cn cn 0_ 00 00 ICI Y+ 0 M Qj 00 — — — — — — — — + z m i 2750 — - - - - - - - - - _ 2750 o — z — _ _ a' U) " °ern L=283' S=0.40% D=8" L=230' S=0.40% D=8" L=132' S=0.40% D=8 U w ^ 2745 L=164' S=0.40% D=8" L=132' S=0.40% D=8" U o L=166' S=0.40% D=8" 2745 m E LdL=193' S=0.40% D=8" u o w 2740 2740 00 L=19 S=0.40% 3: 2735 D=8" 2735 , N 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 U) w X SEWER LINE 'A' PRELIMINARY PROFILE w HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=10' a o z O 3 00 2790 w 3 _ � 2790 a- 3 3 cn -ccoo 00 w co z i� w O 278500 0- 0o N ^ 2785 Z qI -Z if co N V)vo co i � nN z O r rNII 04 O ) rN O)� a 2780 rn N ONN N Qc+o � Z I + orZ =o rnrn 2780 o o OWN II O_cOM II O NN > > QNr > > 00 � � N L ol� ao II I + 00z O �Q II z z = II p z z coNN II w z 2775 a Lij M � z o = I�NI j z Z N N ao ao U)U) w 00 00 j�+ co z z o 2775 o Q NN > > mQ — — <M = II pzz cnH : NN > j > Z = N - — cn N 0_ a0 00 2 II II z z z J (n(n 0: 00 00 _ — — — — — — — N 2770 — — — — — — — — — — — — v)v) CE 00 00 00 2770 0 2765 — — — — — — 2765 p U L� LU w p 2760 2760 DESIGNED: C. GRAHAM ch O 2755 2755 DRAWN: C. GRAHAM Li w L=229' S=0.40% D=8 GRAHAM " L=123' S=0.60% D=8' C. 3 APPROVED: C. GRAHAM 2750 L=231' S=0.40% D=8" z L=98' S=0.40% D=8" 2750 O 2745 L=53' 2745 PREPARED FOR: S=0.40% o D=8" SKYBREAK LLC w 2740 274o PO BOX 9613 o' 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 BO I S E, ID 83707 z Q SEWER LINE 'A' PRELIMINARY PROFILE (CONT.) J HORIZONTAL SCALE: 1 "=50' J VERTICAL SCALE: 1 "=10' Y O w U) V) -� Z w C) LLI Nzv N J w Mo r.w N 3 O to (o r 17 M .wi QI r O V ) O O � 't N N N r ^ cr) I� �� N O(oNN II I� I� ^ N 00 SOHLL w 2770 oo r II II O" N 2770 2775 Z N " rl N, 0 0 2775 > O QOLozZ O � � NN MM CIo)" N LO (I U� � O o N N I� (n II ~ w � IQI (pzzz + ijzZO rrr N � zo = II (pz w 2765 N H s : : 0]N N j j j 2765 2770 0 N + co — o U)Q _ 2770 LJJ = II p ZZ Z OinNN II UNN > > (Nn(~n0_00 U)U) 6060 00 �Q � - - — ci Lo II II = II p z z N N 00 a0 00 O I� Z Z O Q - ��/� �w/� _ + � — N~ —' - V 1 v I 2760 — _ _ 2760 2765 0°o N j j j N N w 00 00 — — — 2765 � w — — — — — — — — — — — — — — — - - - - - —_ - - I�QIzz z - - - - - - - - z 2755 2755 2760 N N — — — _ — — — — — — — — 2760 U, - Q Q z 5=2.05% U — 2750 2750 2755 L=216' 8" 2755 L J Z Ln D= L C L=251 S=0.40% D=8" m C ci S=2.05% D=8" J J 2745 L=41' 2745 2750 L=222 2750 W S=0.60% D=8" 0 2740 2740 2745, 2745 10+00 10+50 11+00 11+50 12+00 12+50 13+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 w SEWER LINE W PRELIMINARY PROFILE SEWER LINE 'C' PRELIMINARY PROFILE HORIZONTAL SCALE: 1 "=50' HORIZONTAL SCALE: 1 "=50' O VERTICAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=10' N O N CSW PROJECT NO. 19044 F- DRAWING DATE 12/11/2020 a- 0 PP202 o M �`GE S�� m co O N 16970 a- 2790o) o) 2790 r co i12-11-20 v 3 coo Cr > �OST�rFOF10P�.ZP� 2785 ^ ^^ ..3 m a z 2785 /ENE M.GAP cn w pi ao U))U)) w 00 vv CA U) -00 -00,00 If) ^ 00 n CO Co v 00 2780 °) °) 0' �_ z ,n ,n N •• ••? 2780 a0 N v O J O 0) 0) N N Lo N �I� NN II .. ^ Z — — OiONN II O-ON II NON II II W 3 0 :/ — N rM —� Y r)O co II II 06 00 II � I + ui z z o V) `' � �S Lo ��— 7 2775 + Sri z Z 0 j + u' z o o N i. o M nj 00 Lo N 2775 O QO r j j j O N N j j = II cp Z Z Z Lo N N . N N �' 211cpzzz = 11 Ilzz c�n� �� x s � N � N Loo- - Iz1 / g Q - - — Q U)U) o_ 00 00 00 N N N 0) C» N II 0 O W E 2770 U)~ of' " N N a0 ao of O II ~ 0i of z_ + N j j / / 2770 w u cn cn o_ ao ao ao � I� + � z O oar O mQ II Z Z // LU O >_ — — — — — — — — — — — — — - - - - - - - - - — N > > 2 II II Z Z (n(n0_ W 00 — — a II Z z N — — / _a" 2765 �.I Y, QJ 00 v 2765 — — — w N _ cn cn o_ ao ao S,5•p0�° �/ z c� Go �� 0 2760 — — —— 2760 = c�i� u 0 " 00 .� N co 2755 2755 fu a- L=156' S=0.40% D=8" z L=268' S=0.52% D=8 o � 00 a, 2750 2750 L=26' L=50' L=50' , � 2745 VS=0.40% S=0.60% VS=0.60% 2745 w D=8" D=8 D=8 m x w 2740 2740 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 O W SEWER LINE V PRELIMINARY PROFILE c/) HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1 "=10' °0N' CD z 2790 ^ co 2790 O U ^ z 0)co N a- H F " c NLo 0 w 2785 N I + i. 2785 ^ Z M V) L`'�V) j o -00-00 � �" N N �H �: O O O wV) =' t) N 211 �jZ Z I z 2780 N u ~ N N o_ 00 2780 j O+ NN O C» OI or II II ~ = II II z z - - - _ — CIO ui z — — 2775 0 0+ co z z O N N w 00 00 - - — 2775 Q m ^ � IQlcjzzz — w ^ ^ Z ^ 2770 N N o_00 00 00 — — 2770 � W v vCn ^ � 0) Li r O Lo N M 2780 0 2780 N 2765 I 2765 " o M Lo N Lo ° Z Q ^ N N M 0) N N w 2775 ^w ri j j�+ z o (6 N04 2775 L.322 w o `�+ z o '� N j j co 4 z o 2760 2760 I + co — ^^ N N N Z Z Q N j j DESIGNED: C. GRAHAM 2770 i� ,n" 't � N a II z z (n(n Y co 00 =II 11 Z z 2770 O I�I� 00 01 N N II N N a a 2755 2755 DRAWN: C. GRAHAM N N II II U)U) F 00 00 U)U) o_ 00 00 U) O N I+ ,o Li z z O _ CHECKED: C. GRAHAM w 2765 O� N N H �`� N j j j / — -- - - - - -- — - -- - - -- - - - - - — - - -- - 2765 2750 L=35' 2750 N O co II 11 � = 11 11 z z z ✓ APPROVED: C. GRAHAM ri Z Z o m Q g" — S=4.53% 0 a O N j j j cn cn wao ao ao D=8" — �� 2760 2760 2745 2745 V) Fr 0 in 0 00 0o _ _ — — — — — — 10+00 10+50 1 1+00 1 1+50 12+00 12+50 13+00 13+50 14+00 PREPARED FOR: o _ — — — — — — SKYBREAK LLC w 2755 — — _ — L=233' S=0.40% D=8" 2755 , , SEWER LINE E PRELIMINARY PROFILE PO BOX 9613 HORIZONTAL SCALE: 1 "=50' BOISE, ID 83707 z 2750 s1% 0=8" 2750 VERTICAL SCALE: 1 "=10' Q S=2. L=40' L=319' S=0.40% J 2745 D=8" 2745 L=175' S=0.407 D=8" Y O 2740� 2740 w U) 2735 2735 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 Z W SEWER LINE 'F' PRELIMINARY PROFILE J L.L HORIZONTAL SCALE: 1 "=50' () O VERTICAL SCALE: 1 "=10' U_ > O a- 2785 2785 Q w _ 3 o J m W ^ v Co In cn 2780 CV M o co aCOo co 2780 W oC V) V) Lo w �" N I O N �" r N � r, 0�10� � 0 < `\/, 2775 co CV 11 ~ " N II 0) t N II N 0) 11 0 N N > 2775 z i � + rn7 11 � coots II IC14 O �Q 11 II z C— � I..L LL_r � �OnK O I + c►7pz O 04 > Ul) G (n N j j li L� = II II Z Z U)U) c_ 00 Z = II II Z Z N j j N N j j QLU 2770 m Q = 11 z z = II II z z U) 2770 J Z U N 0_00 00 m Q m — — m Q m — — N N 0_ 00 00Ln U) W N N 00 00 EE!f% 0_00 00 _ _ — C c3 2765 U) — — — —— — — — — 2765 J LU - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - -- - _j Y 2760 0 2760 � L=190' S=1.13% D= � 2755 L=233' S=0.40% D=8" L=182' S=1.13% D=8" 2755 J_ U 2750 2750 O N O N 2745 1 1 1 1 1 12745 CSW PROJECT NO. 19044 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 DRAWING DATE 12/11/2020 CD SEWER LINE 'F' PRELIMINARY PROFILE (CONT.) o HORIZONTAL SCALE: 1 "=50' PP2m3 VERTICAL SCALE: 1 "=10' LLJ ^ w 3 ..w? ��'�GEN00 SF %L m = 2785 3 v 0) r- 2785o Of v to t N V;_ N 16970 J 2780 z N co 04 co N i. 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Q o .. z w .. z .. M w3 " zjo LU = Z � N �) O � J o � � 2755 2755 v in in 00 N 0 2775 w 0 r- 2775 2775 � o N 2775 z NN N O 00_ r N 0) N O " •�`• O N 1 + � O N N O' N N O L=307 S=0.40% D=8 o_ o�o N II =M 00 co II II o o rj II N O 2750 2750 ~ � � � _ON II ~ _11 Nz I + (D p . z o �Nr O Q 2770 't � o o II 2770 2770 0 O_ � i + (0 - N > 2770 O O r" r N 1 C3z O NHS= N » > -Or, 2 II Z w OMNN 11 =sr- cncn0' 00 = II p ZZ Z N > > �Q 11 w o M oo rn II II =11 N z z N _ - _ a II Z Z N c i ao 2745 2745 N N ao ao ao <n V) w_ - 2765 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 p cp z_ z_ p Q II o0 0o DESIGNED: C. GRAHAM I + i° cn� � 2765 2765� 2765 c�o � N > > > V)(n w CID 00 G = II 11 Z Z Z _ _ — — — — 0 U)a _ \ — — _ DRAWN: C. GRAHAM `�~ —` _ — SEWER LINE G PRELIMINARY PROFILE (CONT.) Li 2760 _ — 2760 2760 2760 HORIZONTAL SCALE: 1 "=50' CHECKED: C. GRAHAM Li 2755 APPROVED: C. 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Y LO N � Z O O N N I mo — � — — w � � � _� � II N > > 1 + III II oo =11 Ilzz = II pzzz 2785 Q W INN YNI� MO4ZZ N > > 04 > = O � 't N MOz O = II p z Z YM � �¢ � _ - oo � II II Y O N > > N N 00 a0 a II z z z (n cn 0_ 00 -co (n(n w co 0o 0o 2780 oLLJ + o z z O m a M Z z U)In w 00 00 00 2780 � z — w = II j Z Z Z cn cn 0° 00 2775 vNi v~i o0 0o ao _ _ — _ — — — ——— — — 2775 z _ - z - LU 2770 2770 W z v 2765 2765 J J W DC 2760 2760 0 L=211' S=0.40% D=8 2755 ' S=0.40% D=8" 2755 L=241 J 0 2750 o L=25' 7�6' 2750 S=0.4 % = .40%0 L=34' D=8" D=8" N 2745 S=13.19% I I I I I 1 2745 CSW PROJECT NO. 19044 10+00 D=8" 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 DRAWING DATE 12/11/2020 0 SEWER LINE W PRELIMINARY PROFILE u HORIZONTAL SCALE: 1 "=50' PP2A VERTICAL SCALE. 1 "=10' o S�ONAL F ~ W 3? .. Q����GENSFp �2F m z N v N ^ ^ ^ _ : -' Ln O z �. Ln o - Lri Z ^^=' 16970 W' co co � M " CA v) ^^ _ 11') lf') r (o �� N Z O. 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