Loading...
PZ -Pre-Plat PRELIMINARY I NARY PLAT FOR SHEET INDEX LEGEND ENS Fo'tip O N SKYBREAK SUBDIVISION PP 1.0 PRELIMINARY PLAT __ __ __ SUBDIVISION BOUNDARY AKE HAZEL RD 16970 PP E. L 1.1 LOT DIMENSIONS NW 6-197 0 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 9TF0F 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 SIDEWALK EASEMENT u uj PP2.2 PRELIMINARY SEWER PROFILES PROPOSED PHASE BOUNDARY Z �SCALE: 1 120 J = 2020 PP2.3 PRELIMINARY SEWER PROFILES o Y PP2.4 PRELIMINARY SEWER PROFILES 1 LOT NUMBER PP2.5 PRELIMINARY SEWER PROFILES m o w PP3.0 TYPICAL STREET SECTIONS J n/ LL I- o W O Q N L� z 0 00 M z 2: !2N ' O Q U w V) U) u: pC a p LLI 3i Co E W Q r0 " u n\ tZ ' vi O ro S89052'36"E 1295.60' N89'56'26"E 1321.10' r - - -- � 15 - 21 I 1 BLOCK 2 14 1 BLOCK 3 FI BLOCK 5 I BLOCK 5 �2 , N 2 3 1 Ld I I 20 L_ _ _ p,SE 3 4 5 SE 5 2 3 4 5 6 7 8 I 25 26 27 37 38 39 40 41 42 43 55 cf)X PN - 6 7 12 PNP \ 56 W I $ \ I 46 F I � $ 57 �� I 1 19 1 24i _L 36 44 47 PSE PN I 1:112�ENCOLUMBIA RD 21 - —STREET D (PUBLIC)— - /STREET O (PRIVATE).\ 61 48 58 1 a O 1 18 17 16 15 14 13 12 11 10 \ �STRFF 9 10 20 23 35 ° I I 19 I 1 1 BLOCK 1 9 8 B(P� 18 SE 6 121 \ 49 59 z 1 7 gZ/C) / 2 17 16 15 14 13 a 22 34 PNP \ 50 I z - - _ _ 6 5 \\ \v 3 w I `�� 60 1 ® VICINITY MAP 21 33 I 62 51 o O I - - 4 \ v 12 w 120 122 I U 1 3 CJ�\ 4 BL Lu OCK 4 w 52 AGd I SCALE: 1"=1000' g 1 E 1 2 (� \ 5 c~i� 20 32 ~ PNPS STR 6 7 8 9 10 11 119 123 I 45 �(J w BLOCK 9 FFT cc,�v I 53 I O Q 1 16 14 13 12 11 10 9 q�p�g`/C)` 3 PNPSE3 S I 19 31 z 11a 1z4 63 BLOCK5 54 \ I DEVELOPER CIVIL ENGINEER SURVEYOR ° �,' w Q 1 5 8 \ _ _ _ pNPSE ./ w 1 1 g I 17 7 4 18 30 w o p I 117 125 / SKYBREAK LLC CORINNE GRAHAM, PE CARL PORTER, PLS U rn w 6 5 N I PO BOX 9613 CIVIL SITE WORKS LLC SAWTOOTH LAND SURVEYING LLC w N v I 1 18 — _ 5 6 15 17 29 4 7 I 1 16 1 26 1 BOISE, ID 83707 804 W. RICHMOND ST 2030 S. WASHINGTON AVE. ° w z Q 1 1 BOISE, ID 83706 EMMETT, ID 83617 N w I I 19 i 3 2 a 9 10 11 12 13 14 I (208) 946-3874 (208) 398-8104 Z 1 7 \\SCR 2 BLOCK 5 16 28 1 1 5 1 27 I I � Ld 1i I I 20 2 3 4 I 5 6 FFT ' 1 1 O I / F / I O i 21 J BLOCK 8 / 14 (P�8</C)\ 206 205 \ ` _ STREET A (PRIVATE) _ _ - 1 _ - BLOCK 5 1 28 I 1 I 18 / 204 114 H 6 64 I CV p Q M I 1 1z9 > PHPSE I n LOT SUMMARY z 22 8 1 1 203 Q N v 1 7 J 1 3 \ , 202 201 BLOCK 5 PSE I MLu 0 I 23 w ' 200 199 198 PN I I M NUMBER AREA (AC) BLOCK 7 1 196 195 194 166 165 164 113 130 CL � 16 9 12 2 197 163 162 161 160 DESIGNED: C. GRAHAM ch W 24 v~i = 1 \ I w BLOCK 5 1 3 SINGLE FAMILY RESIDENTIAL 353 47.94 0 LO 15 10 w 1 1 \ — N 1 DRAWN: C. GRAHAM 2 112 131 70 0 EXISTING RESIDENCE 1 3.11 � j7 I w 3 __ — — 193 167 I I CHECKED: C. GRAHAM w r I 25 I 11 "' 10 1 3 22 STREET M (PRIVATE) 111 132 I 1 j / COMMON LANDSCAPE LOTS 40 15.27 0 1 14 4 �j 21 � 192 168 / 1 O APPROVED: C. GRAHAM O _j 20 i I I p COMMON DRIVES 12 0.6 z Z 26 12 I 9 00 4 19 18 2 I 110 133 69 71 N 0 1 I 27 \ 13 1 5 a 17 16 pNPSE 191 169 140 139 138 137 136 135 I I 65 66 67 68 I PRIVATE STREET 1 3.99 I STRFE 8 I I I PREPARED FOR: SKYBREAK LLC T CPU w 5 BLOCK 6 1 BLOCK 5 I 109 1 34 1 TOTAL PUBLIC RIGHT-OF-WAY 407 79.69 p I 2g 29 B��C) 6 w 15 190 170 w 1 I 30 31LOCK 9 SE 7 "' 6 8 9 10 I 1 89 141 1 59 1 _ _ce 1 $ _ _I - —STREET (PRIVATE)- - - I PO BOX 9613 Of NP 1 1 1 71 I Q( ) 72 I 32 33 P � 7 12 13 14 I I PNPSE, i BOISE, ID 83707 z - � _ I819 — Q I 34 188 172 142 158 1 �\ 35 I 1 90 88 , 36 p,SE 2 � I I _� I SITE DATA PN _ 99 100 101 102 w 1 \ 37 STREET I (PUBLIC) — w 143 157 '� � 1 38 39 40 187 173 Q Q 91 87 > 73 1 ADA COUNTY PARCEL #S1404233650/#S1404244250 F 41 42 43 44 � > > I BLOCKS I 72 \4,Q\\ 45 I 186 174 a 144 156 a 98 103 C I SITE AREA = ±79.69 ACRES BLOCK 9 qjF\ 46 47 48 49 50 51 U J Z 92 86 70 Rq w BLOCK 5 1 CURRENT LAND USE ZONE: RUT 73 71 _ BLOCK 9 co 185 175 w 145 155 w 1 � � I I 69 — - af 93 85 107 106 105 104 H 74 53 — - I L„ I PROPOSED LAND USE ZONE: R-8 J 1 74 E9 68 \- - - - - - - - - _ _ _ _ _ ` 184 176 N 146 154 N 94 4 ` p 5 67 \ w s z > 1 NP �� � � 75 1 UO I I 75 /\ 66 65 BLOCK 9 52 1 83 0\ co 1 77 1 147 153 95 s3 - STREETS (PRIVATE) - - -' R-8 ZONE SETBACKS O LL_ \ \ I FRONT SETBACK 20 FEET r ^ 1 76 64 63 62 61 60 59 58 57 56 I 81 76 1 V O 1 \ \ 182 178 148 152 1 96 8 \/ 2 I STREET SIDE SETBACK 10 FEET IL • \ I A 0 I 77 \ 55 \\ \ 181 179 PHp,SE 149 151 SIDE SETBACK 5 FEET J I BLOCK 5 80 79 78 I IZ 1 78 80 - STREET U (PUBLIC)- 54 I 0 Q W I I 81 NPSE 9 \ I 1 80 I 1 0 97 p►IPSE 77 1 REAR SETBACK 12 FEET J on CL F_ 7g BLOCK 9 1 P — STREET K (PRIVATE) — LANDSCAPE BUFFER (S. EAGLE ROAD) 25 FEET -- _ -- _- _ BLOCK 10 1 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 / AVERAGE LOT SIZE 6,280 SF J LL.I RESIDENTIAL DENSITY (GROSS) 4.44 DU/AC m v QUALIFYING OPEN SPACE 14.70 AC (18.4%) J J y r ^ Of NOTES V I 0 1. THE FOLLOWING ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE Ld SKYBREAK HOMEOWNERS ASSOCIATION. J BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 j_ 1 1, 11, 15 1, 8 1, 12 U o BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 8 cN 2, 25, 44, 45, 65, 1, 7, 15 1, 7 1, 7, 13 75, 89, 97, 98, 103, 108, 114, 121, 135, CSW PROJECT NO. 190 44 140, 150, 180, 206 DRAWING DATE 06/15/2020 BLOCK 9 BLOCK 10 CL 1, 52, 53, 55, 81 1 0 Ppi 00 m ENS F� 16970 6-15-20 cn)0 9T�OF U) 35.00' 133.98' 9.43' 9.51' 226.51' 60.00' 108.94' 44.57' 44.57' 44.57' 44.57' 44.57' 16.71' `�'°0 86 9 .29' M 102.93' 70.00' 45.00' 45.00' 45.00' (n A 2•03, 1 5 I co 0 ^o, o BLOCK 2 a J I °0 21 1h• p- 400p. COMMON 14.51' O 1 Fn J I `n 5813 SF 1 M2225 SF 142101 SF N O 5521 R=55.00' I 18.04' 1COMMON r- 2 ^ 3 4000 COMMON O 0 V p 20.72' 4764 SF o 8244 SF `� / o 706 10 Z0 + 100.26' 161.19' 4 0r 280 \ 4�' 2 ao 3 4 5 `n • ova 2' 6672 SF 0 Ki r i ri J L1 3 5033 SF 5103 SF 5107 SF W Li„ E U I o 20 �, -0 3 5057 SF 5 ^M' o,� o° 4000 SF / 6 9\ ' w o 35.00' I 4104 SF 12.46' - - 6181' 5765 SF 6 ^°n� o° / w LANDSCAPE 8.29' 6539 SF 7 ^ o° 12 0 / / 2�20 4 \ 3B08, BLOCK 3 c' 6007' 7326 SF 8 0. 4000 SF o / S 00, °03 cn o U I I 100.13' r1fn n 15.25' Ro 0 0 / / 40 3.72' !.I Y� z 0�0 LL- 1j. 18.91' 41.51' 45.12' >>S,OQ' 8112 SF a �\\ 00' 0 0 45.16' � 31 / 00 O I o 0 40, 00• 4 4165' Z I a 4004 SF 0 46.00' 45.20' \ 11' 40 p p / �Q/� / .p p 45.00' 45.00' p It 30.00' SHARED 45.25' 38 1.24' / o° / o° 2 w �8. BLOCK 2 / / 3 STREET D (PUBLIC) U D7 u 00 � m I DRIVE ESMT 452g, \ 400 0 / o�. 33 Ram - '-' � O rn 100.07' m N 10 0 / / / 21 `; 776 200.0- - - p N � N I 17 0 °0 0 0 ,^� 4s3 4000, o0 11 / 4725 SF ^o0 20 BLOCK 4 8 m r 0 0 3004 SF 16 15 14 13 12 TRF o° COMMON ° 0 8' o o rn o 4' S 5487 SF o 4p 4 ro 7.59' 37.41' 45.00' 00 18 o COMMON 4235 SF 4388 SF 4575 SF 11 F) 4p ^ 9 0 o� 40.55' 0 Z 38.00' I 4952 SF 4303 SF 4510 SF 4S3 \ B�p Op. 4000 SF o / �� / 4725 SF o° 0) HALF R/W I �R> 4498 SF 0 10 irk 2' UB C ° l o / v 1 h• u �/ � o J� 5010 SF o 1 9 M A' 90.00' 4726 SF h ■ BLOCK 1 4485 SF o 9 0 26 \ 4000, 4000 SF °° / a COMMON 4 -�{11 NI 3j63 4473 SF o• 8 13.25' �s• °o' / / / S 00 o`y ■ w I 1 4 1 bi 44.60' 40.00' 39.59' 39.66' 00, M o 4461 SF '�0' 40 \ 0 0p. / �� / 1 8 � � D 14.03' 38.74' 38.7 0 7 \& / �� / 4S 0 5594 SF o 1 7 ,� 16 0 1 5 „� w 13.51' 38•gs. 4292 SF ho 4000 a'�\\ 400p• / / 00 5484 SF 4725 SF 4725 SF 4 125.00' - - - - - - - - - - - - - - - - - - _ _ 9 \ o 133.33' _ - 38.92' 6 o BLOCK 1 22.20' 0 2 977• O I - _ \ 38 4202 SF 40 40 00 10.02' / 4725 SF ° w 0 98' o / / 0 5.89' w - _0 3 - - 282.03. �� 36 4200 SF o° 4p \ da o� 3 4262 W o N - N 74. °o. 4 .00' r'0. 4725 SF °° �2g4' 19,g5 R1600 2038, p 7S h' 43.49' z I _ Op' 4200 SF o63, 0' ^ �1 0 o \\ 7 . �, p 22.20' \ 6.97' 4S o 4 43.19 45.00' v 1 Z Q �3•51' 133.33' �o \\ 0 3 / 0' 4725 SF °^ o p Q I 125.00' 14.0 j� - - - - - - - - - - - - - - - - - - - - v � 40 4200 SF o p 1.81' BLOCK4 IJ..I _ \ 00 0 / \ o w I r - - - - - - 1- - - - - - - � � � � _ 263•84' \\ oh 2 / \ 4 .00, ^ 5 lJ7 I ST \\ 40 4150 SF o° / 7s 5365 SF o Q I 25 g6' 40.00' 40.00' 40.00' 40.11' 45.90' �h \BEET \\ Op �'� / 20' Op \ 39 5.89' 6 0 0 0 o v , O w a 90.00' q 22• 7 5291 SF vi O �` 4.66' 47.58 \ gyp(/ \ 4 / / 0 7 7 0 8 0 9 0 cn I 25.00' SHARED N \ e�/ 0 p / o 0 5397 SF 4725 SF 4725 SF 4 w O 0 Z I I DRIVE ESMT 46.06' \ \\ p / N / 4S 00' a O\ z a_ 9 ^ w M 1 6 0 ;n i^ i^ 4 j \ 7 4 63' �\ 30Op• / ° / / Sgss o Z I 0i 5883 SF Ln o un .03, \ \ / 4S 0 J cUn 0 0 o c6 r. \ 1� o / o0 5j8g' 1.81' w 25.00' I �_ co co \ 4 0 0' w Z PRESCRIPTIVE R/W I 14 1 3 1 2 1 1 0 10 0 0 24.20, \ \\ / s p0, c / h 27 59.32' 4549 SF 4274 SF 4271 SF 4366 SF 4428 SF 9 10 \ \ \ 1 J ltly °' S9' \ 43.19' 45.00' Q U N 100.00' 4583 SF o \\ \ � / 3 0 �242' � z 0 0 1 5 4488 SF o 20.82' 400 \\ 7g46 Zg t�0 / / 4675 SF o� 430 R,0 _ STREET B (PUBLIC) 0 0 3520 SF co 0' 3' / 9 - - I 17 0 7 / 4 BLOCK 5 10.61' 4517 SF a 4p 7 4725 SF 43.09, O I 0 4000 SF c5 COMMON 10.52' co \ \ / o° Z 13.00' R/W I �, 29.52' 40.00' 37.00' 37.01' o� 6 BLOCK 9 00 \ 0 43,09 O g 2 0 � �` 3 5 6 43.09' DEDICATION I 100.00' 38.38' 4408 SF ° 40 \ S 00' 4897 SF ° 36.29' 45.00' 45. p U I I I o 0 o 3 38•,38, o`9 5 00' \\ \ 0`9 8.34' > li 0 1 8 0 cl - - -�\ _ 4200 SF °° 30 \ �.0 4S 6 0o w E I i 4000 SF � �� �DO� R--45p 00, 3838 oh 00' s� 0' 00' 5056 SF o' 0 2jSg• 11.24' ^ 4200 SF o° ` ) / 790 27'59' 5056 SF 1 0 DESIGNED: C. GRAHAM D' I 100.00' / \ 9 2� 0 8 0 0 0 0 O 22.50' 40.00' 35.67' S0 oh' o DO. I o 11.10' v 25.03' 9.69' 88' 7.71' 3 / o 2 69' 5056 SF o 9 10 ,� 1 1 ,� 1 DRAWN: C. GRAHAM 0 21.30' 40.p 40 p 4200 SF o° ��.\\ �� 5056 SF 4789 SF 4725 SF 472! �i 0 1 9 N 6' 0' / Q 61,755 S � 4247 SF 9 05 \ STREET 4 0``' 2 / ° �60 t61�' t6.0 '?.27 322, CHECKED: C. GRAHAM � I �, F 0 4150 SF o h /w \ APPROVED: C. GRAHAM 18.68' 14.37' (P� 00' / ry / / 500, 5322. Z I 105.00' �i o o ro 7 B�/� of / o / 1t�1� \ 10.30' O I 0 BLOCK 9 0 1 0) 2 0 3 0 4 0 1284 SF /4.57' 40. / / 53.22' U I 0 20 0 858 SF 4155 SF 4000 SF 4163 SF o 5 co COMMON \ 0 0' / 3500. 1g.00' 18.66 \ 53.22' 36.29' 45.00' 45. PREPARED FOR: 4200 SF � 4661 SF V ° / o I I COMMON o 4141 SF l ^ 7 p , ^ \ 4 Op• // 32 9.27 \ STREET 22062 SKYBREAK LLC � I � BL740.!00' C 4 .0 . 7 °' o° 3s' \ A (PRIV 3i 105.00' 0 13.00' Riw 78, 22.20' / h R, ATE) PO BOX 961 3 o I I o 0 10.00' cn �`ri 703 72' \ 24545 SF 206 o 12.85 42 29, 5p0'0 � - 0 3 BO I S E I D 83707 0 21 0 42.00' 24.1 o N 07• 13.81' \- - o I 0 0 6 38.5 d 14 / COMMON 205 450 23427' M o: o Q I 4200 SF 8 40 01 0 5628 SF / 4675 SF o° 0' 23 N 41.00' 0 0 1j2.38' p \ a/ o`O BLOCK 5 70. 3( 105.00' 0 1 8 o O 1 p� o r'p 204 ry J I R/W 4200 SF 9.55' M 1 j v \ 5166 SF ^ 20.72' 43 7g' 0 0 0) ° 42.65' 0 2 2 0 _ M 40.48' 4.55' 45.00' 45.00' 45.00' 0 0 m ° BLOCK 7 s 4 Y I I 4200 SF U 105.00' �` 8 c h 1 8028 SF o. 500, 203 cv m 0 6925 SF � coo 13 N COMMON � � 15.00' S249 SF o I 0 202 105.00' a o 1 7 0 5081 SF c� o p/ \ 316s. 5199 SF M w 4200 SF 13.55' 00 M o°3 201 o 0 o U 104.95' M 5k a q- \ 2Z32' 5523 SF ^ 200 Mo 1n o 23 0 w 105.04' 205299 SF 00 199 u') c°'o 0 0 0 J I 4200 SF 105.00' 0 4.98' 0 O N M 1 8g 5334' 5074 SF o 198 0 196 0 195 0 z c, 0 0 0 9 0 0 12 0 M 2680 SF 9) 3.45' :"'�9 4729 SF 197 4950 SF = 4950 SF 4!0 16 4200 SF n 4200 SF 2 COMMON 4 5182 SF O � I I 105.00' 4200 SF M 104.12' �09' O I 0 24 0 105.00' 54.00, V I or� 105.00' 0 0 105000' 0 0 1 1 0 105.06' 22.10' 2 0 4647 \ STREET F 52.92' 52.35' 17.27' 22.7g' O > 7 MATCHLINE SEE SHEET PPl 2 w o O o 0 0 0 N 4 ( UB 0 15or� i d 4200 SF 0 4200 SF J 4200 SF 0 0 N 4719 SF �91' R,g50 OQ- �1C) 5.33' 3023, �c� 45.00' 45.00' (/) 0_ 00 105.00' 3 ri N 105.00' Q MQ O w I I I I g I _ 4725 SF 47 nn' 4682, o - _ 3732 SF 193 W z z w W Z z W J J cn y r ^ Y V I 0f O N w cn J_ U O N O N CSW PROJECT NO. 19044 0 25 50 100 150 DRAWING DATE 06/1 5/2020 w SCALE: 1" = 50' 0 ppi 01 m 0�� GE SF� O J ") 5'14s Sh 16970 a_ I m 6925 SF 4 CD 13 COMMON � � 15.00' 0 � ZD 0 0 5081 SF `� o� 3 202 N 6-15-20 a 0 17 0 0 \ ss, 5199 SF M' S� O 1 105.00' 0 p 4200 SF 13.55' m 0 201 0 00 �TF P U I V 104.95' '> 27, OF�� Q o „ o � I "� 05t� �� 32 5523 SF 200 M in 'pjN �P`Z` 1 105.04' L 199 '� O) 0 0 0 105.00' 4.98' s3 5299 SF o U? 1 98 c° o 0 o E M.G L M ATC H L I N E SEE SHEET P P 1 1 0 o N o o f 899,. \ 34' S074 SF o 4729 SF 1 97 0 1 96 0 195 0 1 94 0 9 0 12 <r 2680 SF 4950 SF 4950 SF 4950 S 0 16 0 ui 0 `� COMMON 3.45' 2,g3 5182 SF U 0 0 4200 SF M 4200 SF 2 a, 4�0 , 1 4200 SF 104.12' 9 J 0� 0 iiiiiiiiiiiiiiiim 105.00' `r 54.00• V) 0 24 0 105.00' 105.06' 464 O1 v 4200 SF 0 105.00' 0 0 10 0 I 0 1 1 0 22.10' 2 0 1 \ STREET F 52.92' 52.35' 17.27' 22.79• � I I o 15 0 0 0 U 0 0 rn 4719 SF 4�91' R 65 (PUBLIC) 3p2 16 45.00' 45.00' 45.00' 105.00' 0 0 4200 SF 4200 SF � 0 0 w I 4200 SF m 0 3 o c�i Q.OQ' 5.33' 3 y`L W 1 105.00' Ln Ln N 105.00' o - `L H 0 o Z 4725 SF 46. 3 3732 SF o i a 47.00' 82 193 w u ui „� 105.00' R �s COMMON w 1 25 0 N 105.00' o o = 0 0 105.00' R�W 46.02' �.SO �6' H 0 0 0 0 0 o N 45. O 106.62' (n o (� 6409 SF BLOCK 8 0 11 0 w 0 10 0 0 3 0 22 47' O. r1 nrll w I 14 4200 SF 4200 SF 0 0 Lo 4725 SF 5410 SF 21 45.13' 27.24' 17 27' 24) \ o (Jul Z oM0 ih �Oe 1 105.00' 0 o �. 192 O 'o O 1 0 0 I 12.81' 5794 SF °0 N ri 4 ui 105.00' 5150 SF ^ 5.53' " M 0 c z0 I N ,� 1 N 25.03' o^ 105.00' I 4725 SF _ N 20 I rpm 5091 SF = N N 10 0 0 0 U 5054 SF I 5.46' 111.20' U w '. �1 6,g 47.00' o 0 105.00' V7 u 00 � 26 3046 SF �S 6 M 0 R/W 0 9 0 m o 0 `� ; i p Onl 73, COMMON <' Q 1 2 4200 SF a 0 4 0 19 M 1 8 rn '�' 00 co " w I 1 54' �• 1 j6 S1, 5416 SF I 105.00' 0 0 v 4725 SF 46 5112 SF 5033 SF oo 1 7 N 16 o ofo w o U 71' 4814 SF o 0 1 191 13 0 0 ro z a 1 ,n 40 00 \o 1969 SF 1°2.17' v o 1.08' v 5 w 105.00' S254 SF 5004 SF 00 w 2 tl \ 4725 SF 46. 1 n 1 °N° 27 �52. COMMON po BLOCK 7 71' I u o ro 5431 SF 11 M 105.00' N 7 16.70' 313g \ \ /� 8 0 0 46 0 111.20 BLOCK 6 1 BLOCK 6 ,: 3.95' 5771 SF w to 5 ui 46.7 8.63' 40.0 STR 14.27' o o o `J, cf) 1 1 n 0 EET/\ °' 0 0 1 4725 SF 1 45.00 45.00' 50.00' 0 190 0 � 1 rn 28 0 40•00, (P BLIC) -rn. 1jS 13' t 6 ui 105.00' 15 5004 SF ■ m \ 4725 SF 5666 SF I I 4085 SF v 29 4 COMMON w I S3 4363 SF 0 00 12S 86' 105.00' 8 0 9 111.20' ^ 25.00' sR" 0 30 00 4p 00' 40 7 4168 SF 'tooN 4726 SF 5581 SF `r 5556 SF N rn I 0 0 Lu Lu PRESCRIPTIVE R/W i \ 4202 SF o 31 o0 00• \ COMMON FA N 531 SF 1 0 1 gg o o N 40 ^ 4200 SF ,� 72 4.15' n 11 '0 0 0 o I Lo ui ,M S8• BLOCK 9 0 32 M 4Q00' 0 �0 4981 SF c� 12 � 13 q 14 q 36.00' 91' I 102.09' o 0 0 0 � 5004 SF � N Lo rn\ ^ 4200 SF ,� 4 3 ��' 7 0 4725 SF 4725 SF 5250 SF o I R/W 4Q 00. \ 7.89' I 111.20' W z 33 v� `y 1320 SF 92.95' 0 2.80' N 14.10' Lu - I 40.00, 4352 SF 40.00. _R=-0.QQ' COMMON 3g•68, 1 � z _ OU 13.00' R/W 40.0p' 1.98' ^ 4628 SF �399' - R=450,00, 46 1 0 0 0 188 I 22.g5. _ 24' 3.17' ��yd 5004 SF ( o DEDICATION 38 0 3 5 n 45.7 45.43' 1 I \ S ^4905 SF o 6 \ 41•88' 45.00' 45.00' 50.00' ti� O 36 a� 45.21' 37.74' 52.58' U 111.20' L.I.J J O 1 I \ s9• ^ 5181 SF 0) 7 28. 45.26• -=500.p0' o STREET I (PUBLIC) 11.00' W z 1 643co 3. \ 40. "' 37 0 BLOCK 9 �265 �o�_ - - - - o cl w I \ \ s9' ^ 5458 SF 3056' `f 0 187 0 I \ M 38 N 39 ao 46.41' 5.46' 5004 SF W u ul m cl� N Lu 8075 SF N o 45.00' 45.00' 45.00' ?O" � 111.20' w O I I ao 4g 13 \ \ 4�Sg. :2 5708 SF 40 ro 45.26' 31.30' ?2 w z Z 1 c; 26.02 \ 5248 SF N 41 of J 1 rn \ F 4970 SF 0 42 43 rn Ln Q N 1 V 72 61. qR 4�15 4952 SF 5480 SF = 44 Lo 13.72' 0 1 J z = w 7913 SF � 4p R�q T 9 4954 SF o 4 5 N o 1 0 o Ld 14 44, \ FRq \ 4 5053 SF I ui 1 86 Lo w I BLOCK 9 25.00' SHARED S \ 0S9, o I 5004 SF / O I DRIVE ESMT 69 6.15' 46 `� rn `/ I 105.00' 3 \ 2036' 5729 SF 47 ui 48 49 50 51 1 111.20' O 70 57.23' 45.00' 45.00' 38.87' 45.10' 8.43' S487 SF � 4735 SF 4725 SF 4725 SF 4725 SF 1 U I I o 0 ro 5903 SF 40 °. \ \ 45.10' 36.61' o I o o O 0 73 0 71 ui d 4 o I 0 185 o G > 0 1 4200 SF 3740 SF M 46 69 4Q 7 \ - - - F 2 08 1 5004 SF G 0 1 105.00' COMMON ^ 5962 SF 0 - o w_ 333 , 1 36.00' 1 %� 40 \ 53 w 13, 24.25' S6.37' 45.00' 45.00' 45.00' 45.00' 1 o R/W 111.20' DESIGNED: C. GRAHAM Of C5O I87488 SF 0 74 0 ^M 68 '0 3 \ COMMON _ i °0 0 o DRAWN: C. GRAHAM U) 35.00' I 4200 SF 4614 SF ^"� 6 �, �� - \ 98 ui 184 ui CHECKED: C. GRAHAM Ld Ld LANDSCAPE 36.94' 18.07' ^0 67 2223• oR" BLOCK 9 i 5004 SF 1 105.00' APPROVED: C. GRAHAM 1 111.20' � 4725 SF ho 40.01' 40.01' 40.01' 40.01' 30.45' 40.15' p 1 o n ���� s,3 ^ 66 10.05' 45.17' o0 75 ,� 4Q0 4835 SF `� 9.59' 31.92' \ o I 4187 SF 880' / °' ^ryti BLOCK 9 Sr g �00 \ 52 I 183 PREPARED FOR: 101.99, 34 5004 SF O I 4° 65 0 35142 SF I SKYBREAK LLC 1 O 5581 SF ,�. 0 un ^ rn \ 1 111.20' PO BOX 9613 0 N COMMON I 0 76 M \ 4° 64 `r 63 r' 62 61 60 59 58 57 �> o,z 56 \ _ /I BLOCK 5 BOISE, ID 83707 I I 4059 SF \ °0 6696 SF 4836 SF 4805 SF 4773 SF ^4741 SF 4707 SF N Q 2° 5.57' k Q 2.43' 0 2 4296 SF 4324 SF / �g 182 38.00' I 105.00' 4 9121 SF �j. \ i 0 0 0 HALF R/W Q9)• 5004 SF 1 R=55.00 a \ \ / J I I 0 0 20.61' 3319 00` / 111.20' J 0 77 0 �s \ 47.56' N 0 0 9j" 88 9.63' Og y� \ Y I I I 4200 SF >>' 7 55 �� 10 8 40' \ o 0 1 84' \ 30.37' 40.00' 40.00' 40.00' 40.00' p COMMON 2R / 0 0 105.00' � r?s I 1 1 81 � 1 � 4448 SF (p. \ \ 1 00 3.88' STREET U (PUBLIC) 5.6s 9.66' Lo 78 00 80 8 R,25QQQ. - - -_� - - �� \ R=50.00' 23.02' 4200 SF 2908 SF ss4' d rn 54 d' 180 7 > I 105.00' COMMON 81 N 19895 SF �' \ L _ O_ U 24762 SF 1 to COMMON `��- �� 167.85' \ 0 190.40' w rn� V I I 3- - I I 79 o BLOCK 9 M M 1 17.15' R=55.00' co BLOCK 9 \ \ \\\\ N\ O o' N BLOCK 10 `� - w 5240 SF 25.00' SHARED 0 0 10351 SF o ILL 1 DRIVE ESMT "� COMMON `Ssr• \ 28.54 1 0 rye. 0 w _ _ 287.03' 99.56' 51.52' 00 6.53' Q Z 35.00' _ 105.00' _ 25.00' _ _ _ 258_10' _ _ _ 246.71' m O Ln � Z z °C w Ld z w z � ce m CL J J cn J y r ^ Y V I 0f O N w cn J_ U O N O N CSW PROJECT NO. 19044 0 25 50 100 150 DRAWING DATE 06/1 5/2020 w SCALE: 1" = 50' 0 PPI . 2 m o�� GE SF� 1 O ar� \ a_ 16970 6-15-20 9.95' U _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 FOF\ l' 45.00' 45.22' 14.37' 45.00' 50.00' 52.28' 45.00 45.00' 45.00' 45.00' 80.00' 123.13' 333.91' 0 248.25' ��N^/E M.GAP cn 1.88' o 0 U') N (n N 0 47.00' 136.30' ? J BLOCK 3 Q RAW o BLOCK 5 5.04' o M 00 o LI,1 y IN 2 N in M I 00 io 0 rn I Qf to6 M 7 8 25 26 0 27 00 37 00 38 00 39 0) � No ;n � 0 55 '° � Y 1560 SF 4858 SF 5410 SF 5670 SF 4892 SF 4903 SF 40 41 N 00 43 ? �, �� 7091 SF 3F 5114 SF 5136 SF 1098 SF COMMON 5436 SF 5486 SF N 42 N 15243 SF o ° O COMMON 9824 SF �i�. 0 _ ' BLOCK 5 �p�`' moo. 2, �Zp' BLOCK 5 ��'�� W w 0 56 Q > w J �y� 46 �" 4538 SF ° � j 4107 SF ,�° \ ?S o '00, I o U 3.06' I 14.57' 45.00' 50.00' 52.28' 45.00' 45.00' �`� '� O S9 S�. 1p�`L I U LaZ w c 00 LL- �' 45.00' 41.97' 2S 5.50' 44 .� ° p G O 00 .0 1 p �S 57 M O 17.34' 0 3288 SF o 4468 SF �? 45.00' 48.50' 31.91, 2670 SF B 6. 0 24 COMMON 0 36 COMMON �� COMMON ?• 47 4131 SF 0 O _"o0 3 M M ti5 23.23' 0 3 spy 4071 SF 2.63' S9 \ 00. = w .. - 109.63' 137.60' - - 3 cy) 9 6?' �0 1opy9 oC Ln u 00 g 14.16' w pAcf) � STREET O (PRIVATE) N \ °° �p5� ,A O N ���j ?° 61 0. p 5 8 co ro CL 45.00' 45.00' 22.21 `0n �w 23 � 35 � �� ,� 99.00' 'Q\O O 15439 SF 48 7.59' S, `�00 �� 4003 SF �° I O � I o N o O o o' 6 � 4503 SF S z I o 4935 SF 5573 SF h`O �00, �� �' ? pp O- pp o. 00 M 109.71' 117.31' 0 Q?? �� �� 70 0 ��9 ?� V3. U o' o �r 0 0, 49 r'�• 4000 SF 5.14' � I `V 121 i9' 4698 SF �s 16074 SF N 0 0 0 0 0 179.64' 0 cP Q w 14 „� 13 0 I 22 34 o rn COMMON � E 4725 SF 4725 SF I 36.00' `r 4939 SF 5278 SF Lo a I � \ -to9S' S 0 ° 1 c0 i j r I RAW co109.80' 117.28' M Q� 4300 SF �° 110.00' 109.90, ° 60 o I cs. ��95 1pp�p ° 4��� rn 5147 SF I w U o 0 0 Q 51 I m 0 21 0 33 0 0 120 0 122 0 82 4000 SF " R� °°- 0 45.00' 45.00' 3: 45.00' 4943 SF 5278 SF � ui vito 18682 SF ° S 12 a 4950 SF 4950 SF o 0 6$. 6293 SF I LU 109.88' 117.28' I 00 -7o pp ° �� z COMMON I 110.00' 110.00' 'n ss)2 00.Ld w I w 9.84' 52 A I 3: U W I ~ 0 20 0 32 0 0 255.71' 4000 SF �° -o c i U j o 00 I 4947 SF 5278 SF 4950 Ln 9SF 49503SF a 193336 SF �o0 �1 10 ,ri 11 109.97 117.28' 29.00' COMMON ~O D 4725 SF 4725 SF I 29 00' 110.00' 110.00' RAW BLOCK 5 53 06 W I I R/W 4000 SF i9�p O c� w I I ^ 19 31 „� 0 118 o BLOCK 5 124 0 0 63 �S -0°° ,�pO�p 19.46'ui o m 4950 SF 5278 SF a Lo ui 0 8 I v m (� 17.89' N 4950 SF 4950 SF 30367 SF Ste. 54 w 110.00' 117.28' < w 45.00' 44.82' 4127 SF z w Op 110.00' 110.00' Q a c� '18 � z cn Z 0 27.54' ��ii h 0 0 0 0 0 0 I 00. �6 J 4950 SF 5278 SF w 4950 SF � ui 125 0 351.63' O w 4950 SF w 4g q6 M 110.00' 117.28' � 110.00' 110.00' < z 45.00' 45.00' O U 4.25' BLOCK 5ccfR=55.00' I z 0 15 0 17 0 29 0 0 0 o a LA LU > 3452 SF 't 4950 SF 5278 SF L6 116 126 ui U COMMON I 4950 SF 4950 SF q- w � 0 0 14 110.00' 117.28' D' 12 0 LL 13 0 5463 SF 110.00' 110.00' N 24376, DESIGNED: C. GRAHAM O 4725 SF 4725 SF N �9 Lo p DRAWN: C. GRAHAM Li 0 1 6 0 2 8 0 0 0 0 95�, I U U) u� 5139 SF v 0 0 115 0 127 0 = CHECKED: C. GRAHAM w 25.00' SHARED � 5278 SF 4950 SF 4950 SF I U BLOCK 5 DRIVE ESMT I z APPROVED: C. GRAHAM 82.06 117.28' Q p� I 110.00' 110.00' ccf w zp 45.00' 45.00' 49.75' 25.00' �1 17.06' 29.85' 3.50' 17.71' 172.00' 0 0 m PREPARED F 0 4950 SF 300.74' 8 BLOCK 5 SKYBREAK LOLC STREET A (PRIVATE) 0 o- o 110.00' PO BOX 9613 I N � I BOISE ID 83707 173775 SF N I 0 0 0 G• ' COMMON o 114 0 0 Q 300.74' 14300 SF 0 64 N COMMON 110.00' M 135524 SF 17.71' 172.00' 29 COMMON 45.00' 45.00' 45.00' 22.23' 17.06' Sis_ 0 0 J 2S 0 129 0 V) 2g 45.00' 45.00' 45.00' 45.00' 29,00' 4950 SF oBLOCK 5 R iW 110.00' 110.00' �cb`� I �o w � ' 194 0 166 0 165 0 164 o 0 0 113 0 130 0 0 0 0 0 0 0 0 0 N 4950 SF 4950 SF ri = 4950 SF 4950 SF = 4950 SF 4825 SF M j rn 163 0 162 0 161 0 160 0 rn 110.00' 110.00' M O U 4946 SF 4950 SF 4950 SF 4950 SF 0 112 0 131 0 I O 7 Ld 45.00' 45.00' 45.00' 45.00' 16.71 LL 4950 SF 4950 SF 254510 SF M ATC H L I N E SEE SHEET P P 1 ■ f > Ln � 0 3275 SF 13.61' 24.99' 45.00' 45.00' 45.00' 110.00' 110.00' Q 7 0_ N COMMON 167 alb J MM O w o 3 5.51' 6�' � I W c 135.58' - %� w O� STREET M (PRIVATE) N I o 1 1 1 0 1 32 0 cn o w ho ii� - 4950 SF BLOCK 5 4950 SF 24.00' 80.00' 80.00' 80.00' 35.44' I z Ln b N w 168 hry' 45.00' 45.00' 45.00' 29z o> 5377 SF / 110.00' 110.00' ww o w t\ 729.50' 6.04' Z - N 111.44' ' "� R/W' R/W, z Z_ W w DC ~ = ce 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 06/1 5/2020 D_ SCALE: 1" = 50' 0 PPI m3 m ENS F� 16970 T 2g29 I Ln 1 29 6-15-200 ' 45.00' 45.00' 45.00' 45.00' 29.00' 4950 SF a 1 tf�j BLOCK 5 110.00 R/W 110.00' ' I 4:6 O��TF OF SOP •�P � i soh U) 0 0 194 0 166 0 165 0 164 0 0 0 113 0 130 4950 SF a ri iF 4950 SF 4950 SF 4950 SF 4825 SF ooi o 0 0 o rn 4950 SF M ATC H L I N E SEE SHEET P P 1 3 J rn 163 0 162 0 161 0 160 0 110.00' 110.00' • N 4946 SF 7: 4950 SF 7 4950 SF 4950 SF Y 0 I J_ W � 0 0 0 0 112 0 131 0 � 45.00' 45.00' 45.00' 45.00' 16.71' 0� 4950 SF 4950 SF 254510 SF o w 0 L J 0 3275 SF 13.61' 24.99' 45.00' 45.00' 45.00' �' 110.00' 110.00' r 1 w > ui COMMON 167CA L660 �y r�1 ran o M N 00 � 0 135.58' p rn o 0 0 ``� 1 c M p a o �00 STREET M (PRIVATE) N I � 4950 SF � 49502SF � ��� g z o =W �� BLOCK 5 24.00' 80.00' 80.00, 80.00' 35.44' 1 p N 168 h� 29.50' 45.00' 45.00' 45.00' 29 V) o Lo > 5377 SF 0 110.00' 110.00' U � � N 111.44' / o^ 16.04' 29.00' 29.00' OC O 0 M R/W R/W m E w o 0 0 o I o 0 00 00 71ro 5.51' o 0 0 0 0 110 0 133 I 69 M 22541 SF ro 0 0 0 0 0 o I 4950 SF 4950 SF rn N 11306 SF �. 00 Ld °' N -04 �� 1 ui LQ50059SF of 140 139 138 137 136 135 110.00' 110.00' o 1948 SF 4932 SF 4950 SF 4950 SF 4950 SF �2123 Sr' 0 65 � 66 °N0 67 � 68 00 O' 1 � 111.20' I COMMON COMMON C3017 SF OMMON 10314 SF 10314 SF `� 10314 SF N 0 0 w BLOCK 5 49509SF 4950 SF 6 � o o � � BLOCK 5 `� M x (y BLOCK 5 170 L ^ 110.00' 110.00' 0 w 5004 SF 20.00' 45.00' 45.00' 45.00' 45.00' 20.00' ■ 111.20' 108 4245 SF O ^ 8S 182.00' COMMON 2°' �S 80.00' 80.00' 80.00' 80.00' 30.00' 1 Q I..fr 0 1 71 I 0 55001SF o0 1 59 0 - 0 3_ _ - - 5.00' - 0 3 -STREET Q (PRIVATE) - - 49)� ° N ui ,ri u' S500 SF N 10.50' °' iQ 72 ri z 5004 SF I N \sO 23157 SF 110.00' 110.00' 182.00' 111.20' 4245 SF q�5' 84.00' 84.00' 84.00' 78.00' �O. � z W 29.85' 89 COMMON 29.85' Q, o N 6.03' 9�v`. rn c i o � 1 0 0 ,� 142 � 158 0 29.85' 110.00' 110.00' 29.85' `� o _ = 0 0 ~ (� L6 50042SF a I 4950 SF 4950 SF 0 o 0 7.50 1 0 0 z 110.00' 110.00' � 90 ,n 88 � O O W 111.20' 4950 SF 4950 SF 189.83' In _ z W I 110.00' 110.00' I Q 0 99 0 100 0 101 o ate, 29.00' o ~ w 0 0 102 z v I o o ui ui BLOCK 5 10080 SF 10080 SF 10080 SF 10079 SF R W Ln u o 0 0 143 0 157 0 - / cn U 173 ,ri a 4950 SF 4950 SF o 1U N W 5004 SF v I 0 91 0 87 0 0 1 ° w z 110.00' 110.00' 'n 0 0 0 73 ^ U Q 111.20' 4950 SF 4950 SF w ui BLOCK 5 0 °' 16856 SF 1 Z W co 0) rj 110.00' 110.00' CO I ^ J ~ 2w 0 0 144 � 156 c� 1 N 98 84.00' 84.00' 84.00' 84.00' O = ui 174 ui 4950 SF 4950 SF 0 0 0 103 _ z 5004 SF � I 0 g2 0 86 u0i 6733 SF COMMON 6541 SF w z U 110.00' 110.00' iO ui COMMON Q O 4950 SF 4950 SF > 181.07' w 111.20' i 29.00' � 1 N O 29.00' R/W 110.00' 110.00' a N U R/W 29.00' O w p a 0 0 u0i 145 � 155 0 I R/W I 0 ( m � p ui 175 ui 4950 SF 4950 SF iO o I w r? 5004 SF w 0 93 0 85 u o LU 0 0 DESIGNED: C. GRAHAM 110.00' 110.00' � of 107 0 106 0 105 0 104 Qi 74 O Q w 4950 SF 4950 SF 10079 SF 10080 SF 10080 SF 10079 SF 15786 SF DRAWN: C. GRAHAM 111.20' N N N N Li Q 110.00' 110.00' c I o 0 0 4.50' ro� CHECKED: C. GRAHAM z 0 ui 146 ui 154 0 176 18.76 `, I Lo ui 4950 SF 4950 SF o o Kc� - 16918 APPROVED: C. GRAHAM 5004 SF � w z 0 94 0 84 p 111.20' 110.00' 110.00' I w 4950 SF 5061 SF6.03' 3543 SFw 12.84' 78.00' 84.00' 84.00' 78.00' N 75 COMMON N� 110.00' 110.00' 00 `� PREPARED FOR: STREETS (PRIVATE) SKYBREAK LLC 0 0 0 147 0 153 0 _ 6.03' 0 3 Ft� 186.60'� ui 177 0� 4950 SF 4950 SF 0 N PO BOX 9613 0_ 5004 SF g5 83 64 a 2a /110.00' 110.00' 4950 SF 4950 SF 90.50' 120.00' 113.50' -50.111.20' 9 I B O I S E, ID 83707 z BLOCK 5 110.00' 110.00' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Q o 0 0 81 6.51' 76 0 0 � 148 � 152 q BLOCK 5 3023 SF �i� 18337 SF 50048SF I 4950 SF 4950 SF 0 0 o COMMON ^ �_ BLOCK 5 96 82 110.00' 110.00' 4950 SF 4950 SF 35.00' SHARED Y 111.20' DRIVE ESMT D' ro 110.00' 1 110.00' 35.00' 1 O 0 1 79 0 149 � is] rNi 201.04' 4448 SF 4950 SF 4940 SF ao a� 1 12.90' 18.96' 80 79 78 J 20999 SF 20920 SF 20911 SF U 180 4888 SF 3.88' 3.88' 150 4696 SF COMMON 29.85' 29.85' COMMON O O N O 190.40' 0 165.50' i�00 41137 SF 32396 SF o O STREET K (PRIVATE) r ^ LU COMMON 0 I �/ In I CD 1 U- w ~ Z a p� 422.90' � MM w O 0_755.40_ 120.0 120.00' 120.00' 264.31' W v I w z w z _ � i a 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 06/1 5/2020 0_ SCALE: 1" = 50' 0 PPI A I I �S\pNAL F� /-- 2748___ ENS m_ w r-- 2750 ----- �p STUB 8 SEWER MAIN 0 FOR FUTURE TIE-IN / / / \ \ 6 1697 697 0 J STUB 8" WATER MAIN I- FOR FUTURE TIE-IN \ G STUB 8" WATER MAIN > V o / Q 9T P Q U / \ \ I E / 00 O FOR FUTURE TIE-IN 2�6- 2 �/ F OF\O •Z• 0_ 8 rorH " EG�' EG EG EG EG-�EG EG EG �G EG EG EG- EG �G �G" No'�p U) ^ho EG EG EG EG EG EG EG E(� EG EG EG EG \ E M L / \ Cli // ao= - —0f{P- - �FI� \ - - OFI1� - �I1F - \ FIQ• I Olie - nuP J 1 \ I / \\ 15 1 I .�\ ' \� 1 0 40 80 160 240 F11 21 I 14 I, � / BLOCK 3 LIB V) ro1 \ 11 BLOCK 2 / SSMH B-1 5y I R=48.00' \ 1 /. • PN w 1I 4/ 13 ` \ 3 45 6SCALE: 1" = 80'3 11 a rw h / 5 /:' / c� 35.00' LANDSCAPE 20 SSMH A-4 �e+ao SSMH A-5= n I Ld 8 T 7"s- ,e,,a_ `V 6 1 2 /. J2 ''*oo a / W s= BUFFER 1 SSMH A-3 <ar.WER U_ SSMH A-6 7 8 //' �Q 0 %/ 'p'� ';STRF w 0 I I II ! / yc�i FT LU 0) I I J I 19 \ E 3 / / /� I. (PUB// 10.00' REGIONAL 25.00' SHARED NPS 8'� 8 ^`� // / C� r STREET D(PUBLIC)_ o U PATHWAY DRIVE \ P °awSSMH A-7 / / 33 / / - - 8 - r1 f n LL_ I� I 'w` I i N 1 // �1 e` 21 /// -e� —�-<SEWER LINE 'C'�= a La � 00 O II I 16 is 14 13 1 2 `r/ m S STRF SSMH C 1�� 0 p)to 1 18 , \ 11 TR FTB 0� 9 /: / 0 20 C Z CONNECT TO EXISTING I \\ 10 FFTg rPUe�% /, ��� // _ — m 12" WATER MAIN II ,:I Z, -�-l l rP(�8<�C 10 / y/ y� / 19 / U) U DO c �" BLOCK 1 - / J� s / v / 1 II I , D 8 ` PP3� ��' / // 18 ' O [V l a II I v 7 1 7 1 1 5 14 co L,J ----- -- /' �� / // 6 ro o Z 9 QM \ 2 ro Ld e / c / J SSMH A-1 (EX) ool I o m „y" - N - - - \ 5 SSMH A-8/ 3 L166 U - 8"S 8"S 8"S m■<SEWER LINE 'A' _oo ca \\ 4 I SSMH A-2 �d 1 4 _{l 'O 3 BLOCK 4 w N J ----- \ ST 2 PP3o / / S 5 0' CONNECT TO EXISTING �a II STRF RFFT / 4J fR�� �z, 6 I X SEWER MANHOLE I I a o \ FT q�P rPUB</ \ / Nf 9\ ♦ . 7 8 9 1 0 Ld I II 20.00' SHARED 16 u�i DRIVE a CJ / �� cl ~ I O PRESCRIPTIVE R/W II 1 2756 ---_ � 1 4 I 1 3 1 2 1 1 1 0 \\ / 9 Op. / P SE \ 8 a I II " 1 z 9 2754NP 9 ` 0 m 1 $ / / SSMH A-9 y* STREET B(PUBLI 17 '! pl IPSE 7 \ i 4 `- . ��par'S - 25+00 / N I I o m SSMH A-10 0v N' II II 1 $ ca 6 '�� 5 N mLu 3 O 18 GATED ACCESS 6 0 9' 0 U w a I II SSMH F-1 w \ - /// I 4 7 �� z II I ��/rf •S~ SMH G-3 3 / I oo �� 8 9 10 11 12 1 1 9 SSMH F-2 0 v`Oi / I PP3, /' hh \` 1� a �YsTR N / 2 I o S2� m \ �1 BLOCK S I� O I - a FFTF z Z 10.00' REGIONAL I 260 1 2 3 4 S"•F B cc R? / // I ~ Ld PATHWAY 0- „ 5 R C/�\ /' a4 \ / N a ! w 1°�Il w I II ••r 1 \\\ m BLOCK 8 6 y/� of C 1 //' / lr / ST ETA(-RIVgTE) cc �y W O 2760 icS STR 06 I - 0 rn Z II ! 21 �, 14 FFTF(P /' 205 I \ STREET A(PRIVATE) - - n K SSMH H-1 L,_i 17.00'- I w U N I II ..:i 18 I g</c) / 204 I q a $ 0D w Q n w I ro w z _ N m 1 w I IILL_ •. 1 22 $ �U I 8 I \\\ i 1 ! SSMH G-4 c ` 203 \ cc J O I PP3.0 = L -- 2762 - r0 N! \13 I N. B•.� 202 \\ " BLOCK 5 Z 13.00' R/W I 1 `� 17 J \-- _ _ I // S� 201 \ DEDICATION I F 2760 - SSMH J-1. 200 I W 1 III .11 I 2764 - 23 u� m BLOCK 7 N , 1 - 276P -- -�� -fi98- 1 96- 1 95 1^4 w O U EG EG m I E 1 6 �` _EG EG =8� EG -EG Eu -EG E -EG ,� m E N 12 EG EG EG EG G �� E — EG EG- z cn a I I G \ cn I `V-0 S cc 1 w LU > F" - 24EG �! -EG EG EG -- EG EG EG m'' EG G \ EC EG o-mj EG G - ( EG _ - O I _ I N o� - 2770 i UGTV UGTVp 1 0 33.o0' 1 1 ^\ <SyE E(PUBLIC) ' I ^' SSMH G-5� STREET _ 38.00' ! PEDESTRIAN 1 5 m B_B \ E n R UNE •G J DESIGNED: C. GRAHAM O HALF R/W j CONNECTION ,v 11 SSMH G-6 20+ao SSMH G-7 * C.L .I 25 27.00 m ® _ o + •'S <SEWER LINE 'K' = DRAWN: C. GRAHAM (W w 1 . 'I I 1 1 w m 10 n 1 3 22 a e SSMH K-1 U CHECKED: C. GRAHAM 1 SSMH F-3 1 4 PNPSE PP3.0 v 8 4 :v 3-00 21 20 \\ PNPSE 2 SSMH G-8 1 92 r I Q APPROVED: C. GRAHAM z w 1 12 w 9 �I a \ I. U II ! Li \N 19 18 1 16 1 27.00' 191! I 13 I PREPARED FOR: U '1 SSMH F-4 } �e*�' I 5 w I ae 6 a° ` B-B I II 2 7 SSMH H-2 6 �� co o p I I w I ^ /� STREET��Ug $ PP3.o ,m 5 " 1 I SKYBREAK LLC w w l ( II = 1 \\ 28 1\\ AC J/Ktt�/pUB�'C� 6 BLOCK 6 \ \,� 1 90 PO BOX 961 3 I°ti 2 BLOCK 9 ,e* I' v; 'o I BOISE, ID 83707 30 E $ m SSMH F-5, SSMH J-2 6 8 �I `\ 10 \ 189 Q o �, I III • Y \ 31 N <S�1'fR a 7 c� 32 CIN f F �,e* 7 1 1 12 1 14 C3 II I 33 1 \ e 1 . ae \ J •�I\ F'I 34 � �0�c- - z,+oo I . 188 \ V) I m _E: 35 SSMH F-6,' SSMH F-7 <S \B w cc y I • \ U I o� li ::1 \ \EW 36 ER UNE� .• .. . m 1 . �y � � F' 8 �—_STREET I(PUBLIC) 8 A � Wwn 14J II I \ \ EW\FW 37 PNPSE 2 o zs+oo�STREET I (PUBLIC) SSMH F-9-Z 187 \ a m ~ of I II M I \ \ 38 39 0o m SSMH F-8" w, \ � I 40 41 J 35.00' LANDSCAPE I \ FW^ 42 43 N m BUFFER I 72 Fq F� 44 eA I ' Z (� o-, 1 20*00' S ABED \ �'R\ \ 45 I 1 1 86 / PP3.0 O w \ TF 1 s ��II •: i BLOCK 9 \ \ F�L\ FW 46 47 48 49 50 51 1. I- I ce �w II ' ° \ \ \ I • SSMH G-9 (/� 73 \ F —EW I• 1 85 / Z I w 1 II I 69 \ \ W�EW 5�WEW l LEW�—EW BLOCK 9 i:, CA / > Q 9 \ , —EW FW J ! Q 0 0' 17.00' I SE -1 / 27.00' I J wq I _i 74 y PNP 68 Q. 67 — _ _ — ` EW e \ I: B-e 1 84 = w W I II I W W II ' �^ I Rio\ 75 —0 65 BLOCK 9 \ \F� \ v 52 \\ is c 183 \\ (♦ I (/� Ld a 76 \ Z Q W 64 63 62 61 60 59 58 57 56 \ /• d \ C Of I I II �: I \� R=48.00' \ * PEDESTRIAN �Iy\ / N 182 �o G z I I II .•:I op \ CONNECTION . \ / I w 10.00'REGIO N 1 7 7 2>so ry 0 y. ��G\P{ / I \ W LL L LI � PATHWAY \ 0 .. •�o�OQP�� \ \, � 181 \\ � � U \ ... .. 1 arrw - STREET U(PUBLIC)-a - arrw - Cj I I II ! 78 0) o STREET U(PUBLIC)- tI \ \ R 48.00' J °�\ IwI sl �QQM s \: 54 SE9 \ \• Z I ' PNP U) \ I ! 20.0 ' SHARED DRIVEI o m R=48.00' F� v\ \ II ; ! 79 .i "' BLOCK 9 i 27.00' BLOCK 10 1 N 00 \\ 0 :I B—e 1 I — I �_ C w _ Ilp U) J SSMH G-10 EP EP E/h EP EP EP EP EP E EP EP EP EP EP EP EP EP EP EP EP 10 1 J / E VANTAGE POINT LANE FP 0 \w EP EP EP / EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP � EP EP 0 CONNECT TO EXISTING CONNECT TO EXISTING \ CV o 8" SEWER MAIN STUB 8" SEWER MAIN I 8" WATER MAIN CJ a FOR FUTURE TIE-IN �p (V I " ❑T CSW PROJECT NO. 19044 d I STUB 8' WATER MAIN FOR FUTURE TIE-IN DRAWING DATE 06/1 5/2020 A GATED ACCESS (RESIDENTS/ ' \ OEMERGENCY ONLY) PP200 U 0 M I \ \ o`��\,\GENSFQ STUB 8 SEWER MAIN d• CONNECT TO EXISTING \ 16970 a_ I I 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 \ 6-15-20 \1 \ ! \ I I I I I I I I I I I I I I I I I I I I I I I SEWER MANHOLE o --- \ s� Q l STUB 8" WATER MAIN \ ! \ \ I I I I I I I I I I I I I I I I I I I I I I / Nn \ \ �O qTF OF\OPT Q� o \\ FOR FUTURE TIE-IN \ / I \ \ \ I I I I I I I I I I I I I I I I I I I I / / \ \ \ /NNE M.G�P� U) _ 1-7 J I I \� BLOCK 5 I 1 1 1 1 1 1 1 1 1 l \ \ \ \\\ \ \\ \ \\ \ \ N ?� � \ 0 40 80 160 240 F11 Of I I I I I I I I I I \ \ \ \ \ \\ \ \\ o \ - N�, LIB Of 5 6 7 8 ' "i� 25 26 27 37 38 39 ! / 1 I 1 I `\ \ \ \ \ \ \ \\ \ \ _ 55 q O o 401 41 / 4 I I 413 \ \?��\ \ \\ \ \ �� PF I SCALE: 1" = 80' J N W VEHICLE GNACCESS / !/ \ \ \ \ \ \ \ \ \\ \ \ 46 56 �� W �i+ E I \ \\ \ \ \ \\ \ \ \ \ / H O J �i�lio 12+s� —SSMH D-1 \ \ \ \ \\ \ \ \ \ \ \ \ \ AO \ \ \ \ 47 5E8 57 c IC)_8 <SEWER LINE 'D' 8"SCr—� \ \ \ \\ \ \ \ \ \ \ NP _ ~ O L U _ u+oo - SSMH A-13 8 \�, \ \\ \\\\ \ \ \ \\ \ \ \ P 'C'� o , 'STREET O(PRIVATE) - i QO \ \ ?� \ \ \ \ \ \ \ \\ \ \ \ N M 00 00 L� SSMH C-2 8 w SSMH D-248 \ O• �1\ SO \\ \ \\ \ \ \ 58 I � E{ 23 in 35 / °y'o O tD Z � \ \ \ \ \ \ \ \ \ O I m $o SSMH E-1 -�� SSMH D-4 \ \ \\ \ \\ \\ \\ \\\\\\\\\\ \\\ \\ \\ \\\ \ U w I• W °° ' N — I E6 i \\\ \\ \ \ \\ \\ \\ \ \ \ \ \\ \ \ \\ 99 s� 59 I u 00 PN - SSMH D-5 \ \ \ \ \ \ \ \ \ - 3� F TEN MILE CREEK O N i 14 13 I• n 22 34 �� \ \ \ \ \` -� QQ FJ I / W It 27.00' \ ` \ \ I \ \ \ \ —— 50 -A \ 100-YEAR FLOODPWN m ro ` \ \ \ \ I \\ \ \ \ \ \ \ \ \ \ q BOUNDARY Z Hp,SE B-B a. a o0 1 \ \ \ \ \ \ \ ——— / < 60 00 L W P I \ I I \ \ \ \ \ \ \ \ \ \ p, I I wl 21 33 i I 27.00' 120 �2 c3 \ \ \ �2 I l \ \\\ \ \\� '\51 d u 0f 1 w ��/ B-B \\ \\ \\ \ \ �\ sue. I w F A (n I v 2_ 32 m 1 19 1 23 I \ \ \ \ \ \ \ \\_ \ '45\ \ \ \ \ \ \ G I \ � 10 1 1 I r ; -- I � \ \ \ \53 10.00' REGIONAL W PP3.0 I �`_ \ to PATHWAY � I I 19 31 m 118 124 \\ D /i 10 w - \ �a\\\�\\`\ \ \\\\\\\\ \\ \ \ \ \ \ \ \ p -- r' �--2770 -- \ \ \ \ \ \ \ \ \ \ BLOCK 5 \ �4 \ \ Lu SSMH A-12 PP3.0 ¢ \\ \ I ~ !s • 8 �:� 18 30 �� z w 117 125 SSMH A-11 ,ro m ~ I - `\----� 0 Z z s ---\ \\ \ NATURAL PATHWAY, R=48.00' z ) 29 p 1 4 , BLOCK 5 m I 2776 - i / PNPS (n 13 \\ \ \ \ \ \ \\ \ \\ \ a v � Nn 112 20.00' SHARED 16 28 1 I 115 127 D / �� \\ \ \\\\\\\ \\\\\\\\\ \\\\�\\\\\Ao N I lam- = w O DRIVE SSMH E-2 m / i \ \\ \ \ \\\ \ \\\\ate\ \\s0\\\ \\ \ I I Q \ (n Q Sol / \ \ \ \ \ \ \ \\ \ 128 SSMH D-s / c� \ \ \ \ \ \\ \\\\ \ \ \\ \\ \ \ ` I N \ u [V I —277a I �I \ \ \\\ \ \ \\ \\\\ \ \\\\ \ \\\ \\ 0 STREET A(PRIVATE) m I d0 \ \ \ \ \ \ \\ \\\\\\\ \ �\\\\ \ \ \\\\ \ w o N — — — �1 \\ \\ \ \ \\\\\\\\\ \ \\ \\\ ���\ o Z 114 iv \ \ \ \ \ \ \\ \ \\ \ \ w I �\ 64 \ \ \ \ \ \\ \ \\\\ \\ \\\ \\\ \\ \\ \\ \ \ \ (n w I �_mI SSMH P-1 I I \ \ \ \ \ \ \ \\ \\ \\ \\\\\\ \\\\\\\ \\\ \ Z = w N I 129 I d I \ \ \ \ \ \\ \\ \\ \\ \\\ \ \ \ o PNPSE 5 I PP3.0 a a• Q = II 11 \\ \ \ \� \\� \\�\\\��\\�\\� J_ SSMH M_1 2720 --- O w 5 —1-94- `166 1 165 164 I I _ QI I I---- 113_____ 130 m I 1 d \ I I\ \ \ \ \\\\\\ \\\\ \ \\ \\ \\\\ \\\\\ \------ z - w EG EG -EG E EG EG1 � EG EG o — EG EG d� -— \ \ \ \ \\\ \ \ \ \ \ \ O O (n EMERGENCY / I r BLOCK 5 // \ \ \\ \\ \\\\\\\ \\\\ \ I I > li VEHICLE ACCESS d • \ \ \\ \\ \\ \ \ \\ \ w W - EG �tu-�_� E G -- -€G EG 1 EG EG `EG=_—AEG m EG \ // \ \ \ \ \ \ \ \\\ \\ \\\ \\ \ \ \\ -I------i � p - - 2776 —films--- —131 \ \ \\ \\ \ \ � z I -- — ,------ ---- a� // I \70 \ \\ \ \\ \\\\ \ \\\\ \\ \\\ \ \\ I 12+008"w— \ o / / \ \ \\ \\\ \ \ \\\\ \\ \\ \ \` --- DESIGNED: C. GRAHAM O _ STREET M(PRIVATE) \\ \ / SSMH K-2 SSMH K-3 4+0� 2730_- \ DRAWN: C. GRAHAM Ld GTREET (PRI<SEWER LINE W 111 \ 132 UGP 116 UGP UGP UG�\ \ U�o �\a�cP ` \\ \\\ \ \_ W 168 SSMH K-4 \ \ \\ \ \ \\ \do' \\\a,\\\ \\\ \\ r_—— \\II CHECKED: C. GRAHAM Of N m I I \I \\ \\ \ \ \\ \�\\\\\ \\\�$\ \ \ \ APPROVED: C. GRAHAM z o o SSMH L-1 110 133 vT \\i \ 69 \ 71 \\ \\ \ \\\\\\\ \\\\\ \\ i C \ \\ \ O G N 169 m \ 1 \ \ \ \ \ \\\ \ \\\ \ \ \ \ G I 140 139 138 137 136 135 _ \ I 65 66 \ 67 6827.00' _ \ I PREPARED FOR: OILO vi BLOCK 5 B-B 109 134 e,\ \ \ \ \ \ \ \\ \ \\ \\\\ �\ \ \ \ \ \ SKYBREAK LLC or� \ 170 v \ \ \ \ \ \\ \ \\ \\\ — \ \ \ \ \ I PO BOX 9613 Of \ \ 1 8 I \\ \ \\ \\ \\\ \ \\\\\ \ \\ \\ \\ \ \ BOISE, ID 83707 >_ ?�� 27.00' \ I 8 8 Q( RIVATE) S w I \ \ \ \ \ \ \ \l \ \ \ \ \ I Z 1 7? B-B 14� 1 59 0 - „_o - - 42*oo � _ _STREET Q(PRIVATE) -1e.on SSMH N-2 I \2 I \ \ I 1 I 1 1 \ \ \ \ \ \ Q \ <SEWER LINE 'M 8'S 8"S SrS <SEWER-LINE 'N' \ I ! 7/ 1 l 1 \ \ \ \ I SSMH M-2 SSMH N-1 U A FN m I o mI 0 4• SSMH N-3 J \ 1 72 \\ 142 \ 158 o N 0° Y \ I \ A \ 90 88 I I - 2776 -- ! II \ \ I NATURAL PATHWAY at O M ~ 99 100 101 102 I 173 rl 143 157 27.00'Ld �\ I 91 87 y+w BLOCK 5 71 B-B / 1<3 J ! SSMH L-2 rAirl I \ M� // `� > 1 74 I 144 156 r I / r 98 103 z i/ / / / // / J 1 v c�I (n U � on I 92 / 86 m 2774-. - IQ / / / / / // / / Zg N I I O ILL. r / 70 j>_ / / / / / / I I O I i < � / / / /� I� w z m D d BLOCK 5 / oh / 175 m t 145 155 ; \ / 27.00' w / / / / / / / / / /�h �^ I / I \ 93 85 B-B ; 107 106 105 104 IF // // //74/ / / / / / / / N <�\ I z w Q a_ 176 > w 146 154 LL = m r Iw SSMH P-2 i / I� Lu SMH N-4 / n`O L - \ Z:H h L \ 0 ^ 8 ��STREET S(PRIVATE) 'g / N (n 147 153 �+a+o� ��+oo- - / ae+oo— -SSMH P-4 / / h \ 177 PP3.0 A \ 8"S <SEWER LINE 'P' STREETS(PRIVATE) / / / nh / / / / __ �� z t/jl 95 83 SSMH P-3_�- r-T -"���/ i/7� -- V if WL^ --------$=O1 -------- -- ------ `'(ifj 178 148 152 I 20.00' SHARED a \ I - F_ 0 5E 5 27.00' 96 1\ 82 DRIVE \. n N N \ -- - ,I ----- Z) z PNP B-B I\ "� N N ) 1 I — _-2760 —_ w \ ^� -- CONNEECCTION I / / -- -- w \ 179 149 151 BLOCK 5 / \� ���- ��' I U w ~ \\.. SSMH L-3 SSMH M-3 � \v 80 \ 79 \\\\ I\\\8 \\\ \\ !\\ I\ �- / W J / J S�REETK PRIVATE) ` `g` 97 \\ \ \ \\ \\ \\ // 77 / -_----/ C ---\ 8 \ \ U) - - STREET K(PRIVATE)— \ \ \ _ NI U � n m o P — L _ \\ \\\ \ \\I I��� f _. 2770 N_ — LLI - - - - - - - - - - - - - - - - \ - - \\ — — t 1 — - - � —/— - - \ Q Fo \ N FA I / / / CSW PROJECT NO. 19044 DRAWING DATE 06/15/2020 I 0 PP201 v U-) o`` \GE SFO �2F m o Of 2780 r 2780 16970 .. a- Z °' N N 6-15-20 J .�i.Zi M 0) (O Z =O sT U 2775 ^ ih 1) a N 2775 0��rF OF IMP .ZP F- O v i N X Q c i Z z NNE M.GAP m 2770 x O w v w r I I ~ 2770 U w O co 04 0) 'm .. 0� 0D � ^ '� `� coo Q O � Z Z p J Oo II rn `� 04 r ^3 rn NNj j j _ ff1 J UJ — — uJ + LoZ r" nn N <° n- N � � `-' � � = II II zz z _ 2765 a O � N N II 04 O N II ,n r a - _ 2765 Y N > ao � II II ~ N 't N � Lo II ~ N �" N NH —_ - U = II II z N 00 r� z z p ao. II z O c° 00 00 N cn cn -co'co ao Q �Q I O � N I + ,n — rM r o p U) Q + � - - M� Lo II aM � ao N c0 N �OcV Z J N V) 0_ 00 j j - Z N » � O' II I _ I.' N I + � O = II z z N� c.4 II cn04 a + Lo O w 2760 m Q II z z z a M � gam - �00 � II o r- II p °° N j j 2760 �W NHS - - — Nj j fnH —s s p`� oiZ p I + OOZ p 2 O cn <n<n w 00 00 00 = II II Z Z vI vI a0 00 I + m — Q o � g Q _ _ — _ — Lw U NHS — — Q'nNj j N > > v�iv~i �$o $o _ 0) fn fn 0_ 00 00 = II z z = II II ? Z 2755 ` — � - _ - 2755 o — — — — — _ fn fn 0_00 00 (n(n 0_ 00 00 — U 1 0 M QJ 00 L� T - - - - - - + Z 00 O — — — — — — — — — — — _ 2750 — — _ c 2750 1O � H N � U) D=8" L=283' S=0.40% D=8 w 2745 " L=164' S=0.40% L=132' S=0.40% D=8" L=132' S=0.40% " o " (aj L=161' S=0.40% D=8 D=8 2745 3i m E L=188' S=0.40% D=8" 00 -7L o w 2740 2740 °0 u L=26' � S=0.40% 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 oQ 2790 w 3 _ N 2790 a- 3 ^ccn oop Sao co z i� ^v w 00 0- 2785 ,� � L r- 00 � .) 2785 O v Lo r N r "t N ^^� z I 0 0 NinN II o- C II zw - O O Z r �� N II N r- cy) �O� 0D a_ N O N + i!z ? p r, zoLd 2780 N + rn rn 4m 2780 o 04 N a � rnD r2n O OR O� co Z Q� � Z O N a Z Z IQI Z Z M c� ((o 04 I ~ w LEI 04 (n(n 0_ 00 00 O z 2775 a N N j j � IQI `j Z z N N Q rn z z o 2775 Q = II II Z Z (nH �s s NNjj j Z = N� �- _ NN of a0 = II II z z z J (n(n of 00 00 _ — — — — — — ( H s s s L� w 2770 — — — — — — — — U)U) o- ao 00 00 2770 O — _ _ _ _ _ - - - — - - - - - - — _ 2765 — — — — — 2765 p LU w p 2760 2760 DESIGNED: C. GRAHAM O 2755 2755 DRAWN: C. GRAHAM w w GRAHAM L=123' S=0.60% D=8" C. L=229' S=0.40% D=8 2750 L=98' S=0.40% D=8" L=231' S=0.40% D=8" 2750 APPROVED: C. GRAHAM z O 2745 L=53' 2745 PREPARED FOR: S=0.40% o D=8" SKYBREAK LLC w 2740 2740 PO BOX 9613 0� 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 v Nzv N J O w Mo zw N z to ILL CO c0 .wi 0) r- O • O O N N N ^ r) N O co N N II I� r ^ (�/I a0 o H L.L 0L w 2770 ao 00 II II O" N 2770 2775 z N " rl N,� 0 0 2775 > O QOLozz O � � NN MM Oo1" N Lo u U + � O o N N to II ~ > w � IQl �pzzz + � zzp rr � N � ZO = II �pZ w 2765 N H s s s m N N j j j 2765 2770 0 N + o - o �Q _ 2770 LJJ = II II ZZ Z OcnNN II UNNj j (Nn(~n �00 U)U) 00 00 00 gQ � - - — O � II II = II II z z N N Fr a0 a0 00 T O+ Ir� Z Z p N�Q - � 1 vZ) � I Lu — ~ — - 2760 — _ _ 2760 2765 0°o N j j j N N �_°0 00 V— — — 2765 � w — - - - - - - - - - - — — — — - - - - - —_ - - I�QIzz z - - - - - - - - w 00 00 00z 2755 2755 2760 N N — — — _ — — — — — — — — 2760 U, - Q Q z g=2.05% U - 2750 2750 2755 L=216' 8" 2755 L J Q z m D= C L=251' S=0.40% D=8" m C ci Li- 5=2.05% D=8" J J 2745 L=41' 2745 2750 L=222 2750 W U) S=0.60% 0� 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 06/15/2020 a_ 0 PP202 o M �`GE S�� m _ co O N 16970 11 c� a- 2790i!z 2790 6-15-20 r + 06 = v 3 coo N �OST�rFOF10P�.ZP� 2785 ^ ^^ ..3 m 1-1 11 Z 2785 /ENE M.GAP cn w v ao U)U) w 00 vv CA U) -co00 00 L ^ 00 n CO Cfl v 00 2780 0' o' � �_ ,n ,n � •• ••? 2780 00 N v O J O 0) 0) N N Lo N u�I� NN II .. ^ Z — — OUJNN II O-ON II N") r� II II W 3 0 :/ - N rM —� Y r)O Co II II cc6 oo II � I + ui z z o V) .. r*�O pri Lo ��— 7 2775 + ui Z Z O j + u' z o o N i. o M nj 00 Lo N 2775 O aOrjj j ONNj j = II Cj ZZ Z Lo N � r, N �' 211Cpzzz = 11 II ? ? �H �c x s � � � N Loo- - Iz1 / gQ - - — �Q � U)U) o� 000o 00 NON N rnrnN II 0� O W � O � 2770 U)~ of' " N N ao ao of O II ~ o' of z + N j j / 2770 w u cn cn o- ao ao ao + Loz =O o� � O mQ II Z Z i— >� aLU O - - - - - - - - — � N > > 2 II II Z Z (n(n0_ W 00 — — a II z z N� � — — _a" 2765 �.I Y, QJ Go v 2765 — — — w — N� �: " cn cn o- 00 ao g�5 p0y° �� z C M O `` fN fN 0_ 00 00 i �� zp 2760 — — —— 2760 " 00 .� N w 2755 2755 fa a- L=156' S=0.40% D=8" z L=268' S=0.52% D=8' t= o � °0LL] a, 2750 2750 L=26' L=50' L=50' , � 2745 S=0.40% S=0.60% VS=0.60% 2745 w D=8" D=8 D=8 m x w 2740 12740 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' ° c, z 2790 ^ 2790 O U ^ z � N a- H " � NLo 0 w 2785 4 N I + i. 2785 ^ Z M V) WM j D � �" r N �H �: O O O wV) =' t) I, 211 �1Z Z I z 2780 't N u ~ N N w 00 2780 D O LU I� N N Lo In Wp N j O Ln C» or II II ~ = II II z z _ - - _ — CIO ui z — — cn 2775 0 0+ z z O N N w 00 00 — _ _ 2775 Q m ^ �QNzz z � � - - � — w ^ ^ Z ^ 2770 N U) �00 0o 2770 v wo w v J"a> ^ 3 0!3 o 2780 N N o 2780 2765 I 2765 z ^ r co Lo in N O) N ro N O ^ z 00 00 O_ I� II 36 Lo II Lo n S� U_ 2775 N `� °' O1 of j ``� z o o' N 2775 322 w o (o ( "O rn Z =o ,nCo ,n � Z 2760 L' 2760 � z v co N N O M II II =II �p z z V) e e =�I N Z Z DESIGNED: C. GRAHAM O 2770 .... N II I + ,°n° z z o a — Cn U) ao ao a 11 2770 cn _: - z z 2755 2755 � DRAWN: C. GRAHAM OII V)V) 0. 0000 of O O _ _ �N N > > > _ N N CHECKED: C. GRAHAM 00 � � � r Too 00 � IQIZzz w 2765 o� NN N �� N > > NNoc0000 00 — - - -- - -- - - - -- - - 2765 N oo co II II a II z z — — 1 — — — — — — — — — — 2750 L=35 2750 APPROVED: C. GRAHAM 1 + ri z z 0 V)� �: " — S=4.53% z a 0 N cn cn o- ao 0o D=8" 2760 m 11 11 zm a N�_ z z — — — — — — 2760 2745 2745 V)� 0o ao ao _ — _ 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 L-293' S=1.62% D=8" HORIZONTAL SCALE: 1 "=50' BOISE, ID 83707 z 2750 2750 Q VERTICAL SCALE: 1 "=10' 41% " L=40' J 2745 L=187' S=2' D8 S=0.40% D=8" 2745 L=19' S=1.62% 4 0 2740 D=8 �� w U) 27 5 1 12735 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 3 a- 2785 2785 Q w 3 co J m W _ 3 3 Liio 'n to cn 2780 iV M Li o 000 c " n 2780 ��/� �LL/.�I Lo r N O O O V 1 v I Lo N -1 Cr14 11C inl� � N = iti00C H Mcq � 1 + 4z O = tflz LL 775 1 + 4 z o O ui I N co II = a N j 2775 z �rNj j I0r., O li± � Z O =CI N11 Z Z N(% 0_ 00 L_ Z = II 11 Z Z N N j j N N j j Q LU - 2 70 a = 11 z z = II p Z z cn 2770 J Z (�(% 0_00 00 Q - - Q - - (N(N Fx 00 00Ln W U f% 0_00 00 in in 0'It st00 00 — — — ce C _ _ _ — -- - - W G (3 27 5 — - - — - - - — — — — 2765 OL J Y � 2760 L=233' S=0.40% D=8" L=110' S=0.42% D=8 �� w 2755 L=182' S=1.13% D=8" L=190' S=1.13% D=8 2760 � 2755 U) J_ U 2750 2750 O N O N 2745 2745 CSW PROJECT NO. 19044 18+00 18+50 19+00 19+50 20+00 0 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 DRAWING DATE 06/15/2020 CD SEWER LINE 'F' PRELIMINARY PROFILE (CONT.) o HORIZONTAL SCALE: 1 "=50' PP2m3 VERTICAL SCALE: 1 "=10' 3 cn --z �t �GES F �2 _ ^ O O F`. m 2785 3 N N 2785 N CA � 16970 0 ^� N � � � r 11 J ^.. VJ N II r I ao ao O Z Z = S O r 2780 z iA r N O '� N N r� I 0 2780 6-15-20 v .. ^ )N 00 `� N �°M z =o o z o N » > �0 TgrF OF IOp1`,ZQ� .. � ^� \ aDaO co- N II I + co — N04 > = II Nzz z ���/ �P ..uj �i� ^ .. co co 0) 4O II � OON > > �Q II - — mQ - - — NE M.G 2775 ao i+� .. 3 w of ai r- I + z o = II II z z cn - U)c~n 6:00 00 00 2775 (n 00 00 00 N J O .Ni.Ni CV (o r r- N 0 I" r N H x s N N 0_ 0o a0 O OA co I- 0 00 t N N II N > > V)V1 0_ 00 00 Q cocor, Lo � N rn � � � a0 �Locoll II � IQI Ilzz J 2770 0- � � cl I- ccooc1 = N � � r c'� C° zz o cNnc~no-ao ao — - - - - — - - - — — — _ — _ _ 2770 (n o � cl cl + rz O SON II r- rr c1 N » > _ - - - - - - - - - - - Y N+LL NZZ O C�Or NFor,: II cO � NN �Q II ZZ Z — 0 2765 = IO�I N z z z IQl z z + U) O �+ U—) o V)V) 0.00 00 00 — — — — — 2765 J II _ _ _ NH _: " N » _ W (�/I H s s x (n(n o' 00 00 m Q II z z 2 II NZZ Z E VI VI 00 00 00 N H s Q — — — (nH _s s s � � LU VO LU (n (n(n of 0o 00 (n(n of 00 00 0o _ — — J 2760 2760 0 >_ \ L U - - - - - - -C\ — - - - - - - - - - - - - - - - - - - - - — �— LIM 0 OM N OJ Li- �T0 2755 0 z =8„ L=307' S=0.40% D=8" 2755 zoo o L=199 S=0.40% L=105' S=0.40% D=8" � 2750 L=264' S=0.40% D=8 cn D=8" L=130' S=0.40% D=8" 2750 � � � 00 L=43' 3i m E W VS=0.40% fu � 2745 D=8" 2745 00 � z L=38' \ 00 S=0.40% u 2740 D-8 2740 10+00 10+50 11+00 11+50 12+0 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) SEWER LINE 'G' PRELIMINARY PROFILE Xui HORIZONTAL SCALE: 1 "=50' z VERTICAL SCALE: 1 "=10' 0 2785 00 2785 LU po N Lo L N Lo N r- 2780 0 Lo c1 �N c 1 2780 Z 0)0) OOz p or- I + O ONr > > C�c+o � � 2775 Q u z z =c1 n Z 2775 z 0 o N f1 0�00 0o U)� cn cn cn 0_ 0o w 2770 2770 0 - - - - - - - - - - - - - - - - - - - - - - - - _ _ z i _ 0 0 2765 2765 0� o u rn w c j i;.i z \ 3 Z 2760 2760 Q ^^ z w .. z = z v� 0o n`� Ld \ 'n K) L=307' S=0.60% D=8" J w M � o Lo 2755 2755 0 \ ^ z ,`i 2775 � r o 'n Z ,� ) ao N O� N N N 01 � N �O i 2775 0 2775 w 3 Lo � rn 2775 o C° z z o Lo rrj c1 1 11 N+ 0 2750 2750 v "" � ,n N N+ c"oo 2770 c�o+ � - - OI + coz O �NN > 2770 z NN r = N > > > nor > > = II IIz > li LoLo 00 nCVN II > 2 II II ZZ Z N gQ w p aDao oN II ~ =jl Nz MQ � - - — = II II z z (n� �: 2770 00 ' O o z II 2770 U) _. a (n(n 0_ 00 2745 2745 0 o r r N j + co — O V)- U)U) w co 00 00 U) O N N 11 \_ N > > N N 00 2765 U)N 00 a0 2765 DESIGNED: C. GRAHAM 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 M0E6zz o �Q II z 0 2765 - - �� — - 2765 — — — — — — — — — SEWER LINE 'G' PRELIMINARY PROFILE (CONY.) DRAWN: C. GRAHAM N >> > (n(n0_ 00 00 — � � � i ` - - - - - 11 z z z — _ _ — — — — — — — 2760 2760 „ CHECKED: C. GRAHAM D cn; _- - _ _ — — — — HORIZONTAL SCALE: 1 =50 � 2760 N N 2760 APPROVED: C. GRAHAM _ _ VERTICAL SCALE: 1 =10 z _ _ _ — 2755 2755 2755 L=240' L=246' S=1.50% D=8" 2755 o PREPARED FOR: 2750 2750 SKYBREAK LLC s 2 97% D PO BOX 9613 � 2750 L=101' 2750 2745 L=S=1.1 3% 2745 BOISE, ID 83707 >- D=8" Q 45 2745 10+00 10+50 11+00 1+50 12+00 12+50 13+00 13+50 2740 2740 J 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SEWER LINE W PRELIMINARY PROFILE HORIZONTAL SCALE: 1 "=50' SEWER LINE 'J' PRELIMINARY PROFILE � VERTICAL SCALE: 1 "=10' HORIZONTAL SCALE: 1 "=50' � VERTICAL SCALE: 1 "=10' V) Z Lu ^ O J w 3 U)Ly z: 0 LL 0' rn rn Lo co ,— L.L ^ Mi c0 co U r r � V 1 O 2790 o4 �i LO LO N o- LO LO N 2790 O N r- rn. rr II ONN II > 0 (nZ 'r ') 04 04 rM04 � N N MLL 06(p j �NM II II F �v O N N + Z O Yrj Nzz O Y + NZZ O I— N" N II Y N r 2785 Q Q 2785 � � Lo r � � II N : = Ilcpzzz = Ilclzzz J LU OCVNN N i+ � Z O IQI Z Z (�nH �s s x (mn s s O II II ~ Y O r > > N N a0 00 fn fn 0_ 00 0 00 fn fn 0_ 00 0o 0o 2780 W °�+ O z Z p 2 II c1 Z Z , ^ 2780 0 O - - N " _ V z N > > > — — _ W 2 II II z z z v�(n � ao ao — — — _ _ Q 2775 NN �aoao ao _ _ — _ - - - — — - - - - - - - 2775 z z — — - - - - - - - - - - LUQ 2770 2770 LUZ ce m �_ c3 2765 2765 J LU Ln DC Y 2760 2760 0 L=211' S=0.44% D=8 2755 L=249' S=0.40% D=8" 2755 J_ > U 2750 L=25' 2750 L=44' S=0 4 % S=0.40% D $ oN 2745 D=8" 2745 CSW PROJECT NO. 19044 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 DRAWING DATE 06/15/2020 CD SEWER LINE W PRELIMINARY PROFILE HORIZONTAL SCALE: 1 "=50' PP2 A VERTICAL SCALE: 1 "=10' o z o��5 \GE S�� m = 11 vo ^ ^ ^ 3 2 au �`Wl 04 Lo N� v °' Z U) - ^^ 16970 !Z Lo r Om j*- Ln ='-" c3 vv N Z O_ r N 0 Lo 0 cn O � Fz 4 cq Lo Lo N iv M v_ 6-15-20 2785 o c N- N r 2785 N N lq: lq: `, °' O sT9T p`�O v M z O r II O N co Lo II o. II LO LO N Sri O F OIF 10 .ZP JOr GOON ~ r- II � � H ONN N. rr c0 �� P N > > Nr II O dC-4 nj � 0 �0r-� II II O OONN N ENE M.G� cn = II II Z Z I + � z O MM + ro I + rzZ O N�ncLizz = Oap II 2780 NH �c JNr I + Fz r YOr I o II N > > J Lo r 2780 2785 a, N j N > > > + r - - N 2785 LnLnO_ Oo 00 = II ? ? N > = II 11 z 2 p 11 zz z �� N » > Z) U) (�n� �� �¢ z NH c N� �_ _ _ IQI 11 Z Z Z IM r j J cn cn 00 ao L7 — (�(� 00 N N 00 ao ao Ln e a a 2 p N z In (n(n of 00 cn cn 0o 00 00 a - 2780 2775 ——— 2775 2780 N� -- - - - - - - - - - - — — — NN0_ 002 O — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — --— � 2770 2770 2775 � - - � - - — — — — — — — — — - - - - - - - — — — — — — — 2775 �w � 1-- o W U W J 2765 " 2765 2770 2770 c: L=253' S=0.60% D=8 or � � M 0 00 2760 �=237, 45% D=$ 2760 2765 2765 O S=2. O UW can ^ H [n U 00 m 2755 2755 2760 98' S, 2760 cY @j oN 5 00q a- ' D,B•• L=152' S=0.40% D=8" L=54 m z 2750 S=2.45% 2750 2755Ll 2755 0 w D=8" u 3: 2745 2745 2750 2750 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 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 U) w X SEWER LINE 'L' PRELIMINARY PROFILE SEWER LINE 'M' PRELIMINARY PROFILE HORIZONTAL SCALE: 1 "=50' HORIZONTAL SCALE: 1 "=50' o VERTICAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=10' LU a o U) F- z Ld O z O U 0_ 0_ U) .. Ld w 3 ^^vfl� U) Z N CV M N CV CV N 00 v M 10 L0 M Ln M ( 00 Ln 00 O w 2790 O ,`i ,`� N Lo ° ° N O ul N 00 � 2790 OONN II OMNNN 11 ON �- r N O NC) cpzz 11 p � cpZZZ p CI+ rz 00 CC) Z Q z 2785 f Li o r » > Z N r - - - z cp r > >- I + � Z O 2785 = II Cp Z z z 2 II Cp Z z z Z Q = II z Z ai = II11ZZ > > r a cn ¢ - _ a m- a 11 — Lo NH —. N Ln W 00 00 N H r Ln~ — - (n Ln w 00 00 N. N 2780 L7 L7 00 00 00 Ln L7 00 00 00 00 2780 W M O O — — —— — — —— — — - - - - - - - - — — — - -- - -- - - - - - - - �pr- 0 + O zo 2775 - - - - - - - - -- - - — — za, N j 2775 la U (nH ofe z LL `` L7 L7 00 j w 0 2770 2770 0 DESIGNED: C. GRAHAM O 2765 2765 DRAWN: C. GRAHAM Lei cn CHECKED: C. GRAHAM L=217' S=0.60% D=8 � 2760 „ 2760 z L=249' S=0.40% D=8" L=396 S=0.40% D=8 APPROVED: C. GRAHAM O_ 2755 L=39' 2755 s=0.40% PREPARED FOR: o D=8" SKYBREAK LLC a- 2750 12750 PO BOX 9613 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 BO I S E, ID 83707 Q SEWER LINE 'N' PRELIMINARY PROFILE HORIZONTAL SCALE: 1 "=50' J VERTICAL SCALE: 1 "=10' Y tY O w U Z W O LL ^ J o U) LL DC N ^ () 0 CO LL \J L� O �v� L j v Z / I..L 0 N Lo Lo LLB CO ^"co � 2790 o N o O Lo W) Lo Lo N rl � 2790 I O M N N N II r r r W ~ 2785 Nz 0LLizzz p 04�- Lo p N 0 " N Lo N m U) ZON » > > `j+ 4z =o Mao4z =o 0 2785 !nln0' 00 2 II 11 ZZZ Z dNr 0_Nr W N O v , 2780 — — — vNi v~i ao ao ao ao m I<QI z z N a z z � 2780 0 — — — — Ln Ln R 00 00 N N O_ 00 00 �- N Z c0 LL _ O r ~ C z 2775 .�— - - - - - - - - - - - - - - - -- — - - - - - - - - Li + N � 2775 J W Z cn ~ 2770 — — — — Ln Ln w 00 2770 J "2951 L=51' I.U 2765 S,4'7g9, D=8.40% 2765 D-8" O w 2760 L=357' S=0.60% D=8 2760 L=233' S=0.40% D=8" J 2755 2755 U 7+00 7+50 8+00 8+50 9+00 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 0 N SEWER LINE 'P' PRELIMINARY PROFILE CSW PROJECT NO. 19044 HORIZONTAL SCALE: 1 "=50' DRAWING DATE 06/1 5/2020 VERTICAL SCALE: 1 "=10' m 0 PP205 m ENS F� � R/W R/W R/W R/W 16970 13' ACHD SIDEWALK 56.00' RIGHT-OF-WAY 13' ACHD SIDEWALK 13' ACHD SIDEWALK 37.00' RIGHT-OF-WAY 13' ACHD SIDEWALK 6-15-20 J EASEMENT EASEMENT EASEMENT EASEMENT SJ U I 5' 8' 21.00' 10.00' 21.00' 8' S' 5' 8' 16.50' 16.50' 8' 5' I �O �TF OF 10 .ZP� � SIDEWALK PLANTER PLANTER SIDEWALK SIDEWALK PLANTER 3" ROLLED PLANTER SIDEWALK ��NNE M GFZP' U) I 6" VERTICAL 6" VERTICAL I I GUCURB TTER AND CURB AND CURB AND SPILL L I GUTTER TYP. /\// / GUTTER TYP. U J a a a a a a a a a Y A\ - � 1--- 33' PUBLIC STREET (STREETS , , w U cn TYPICAL STREET SECTION WITH MEDIAN ISLAND 1 SCALE: NOT TO SCALE PP3.0 w SCALE: NOT TO SCALE PP3.0 o L t�N Q) � � 1 W z 00 M to Z � 0 U LLI .. U) R R � � @) o 0_ 55.00' PRIVATE STREET LOT Ld R/W coF 0_ R/W ro Z 21.00' 11.00' 21.00' I 13' SIDEWALK 36.00 RIGHT-OF-WAY 00 W EASEMENT U 6" VERTICAL 6" VERTICAL 5' 8' 13.50' 13.50' 5' CURB AND CURB AND SPILL SIDEWALK PLANTER SIDEWALK GUTTER TYP. /\//'/ GUTTER TYP. I 3" ROLLED CURB , V) \ AND GUTTER (n I AND GUTTER CURB I W II 0_ X \ \/\/\///// /\// w PRIVATE STREET SECTION AT GATEHOUSE 2 0 SCALE: NOT TO SCALE PP3.0 27' PUBLIC STREET W/ DETACHED WALK ONE SIDE (STREETS E AND J) 7 z SCALE: NOT TO SCALE PP3.0 CD w z a_ O a_ U Z n w O z 1-- U) W R R R/W R/W a CI 52.00' PRIVATE STREET LOT 41.00' RIGHT-OF-WAY U Z U) 0 w O F- 5' 13.50' 13.50' 5' (n 21.00' 8A0' 21.00'Z SIDEWALK SIDEWALK 3" ROLLED w 6" VERTICAL 6" VERTICAL CURB AND N CURB AND CURB AND SPILL GUTTER TYP. Z GUTTER TYP. /\// / GUTTER TYP. w O ° L� O / Q o uj 27' PUBLIC STREET (STREETS B, D, F, G, I, U) 8 � PRIVATE STREET SECTION WITH MEDIAN ISLAND 3 SCALE: NOT TO SCALE PP3.o DESIGNED: C. GRAHAM Of SCALE: NOT TO SCALE PP3.0 O DRAWN: C. GRAHAM Li cn CHECKED: C. GRAHAM APPROVED: C. GRAHAM z O C) R/W R/W PREPARED FOR: D q 13' ACHD SIDEWALK 40.00' RIGHT-OF-WAY 13' ACHD SIDEWALK R I R SKYBREAK LLC � EASEMENT EASEMENT 30.00' PRIVATE STREET LOT PO BOX 9613 w I 5' 8' 18.00' 18.00' 8' 5' SIDEWALK PLANTER PLANTER SIDEWALK 14.00' 14.00' BO I S E, ID 83707 ZI 6" VERTICAL 3" ROLLED Q CURB AND CURB AND GUTTER TYP. I I GUTTER TYP. R R J 29.00' PRIVATE STREET LOT J a a a a a a /\ / a a a a a a 3" ROLLED CURB AND 0 GUTTER TYP. bi 36' PUBLIC COLLECTOR STREET (STREET A) 4 28' PRIVATE STREET (STREET A) 9 J SCALE: NOT TO SCALE PP3.0 SCALE: NOT TO SCALE PP3.0 a a a a a a > z ,� O z 27' PRIVATE STREET (STREETS L, M, N, O, P, Q, R) 10 p O w SCALE: NOT TO SCALE PP3.0 L.L > U ouj 0_ R/W R/W 0 W 13' ACHD SIDEWALK 37.00' RIGHT-OF-WAY 13' ACHD SIDEWALK J M W = EASEMENT EASEMENTCL 5' 8' 16.50' 16.50' 8' 5' I Z W SIDEWALK PLANTER PLANTER SIDEWALK (/'� W Z I CUB AND AL R R `� • �/ L I GUTTER TYP. I 29.00' PRIVATE STREET LOT 13' SIDEWALK Z EASEMENT 13.50' 13.50' 8' 5' S � a a a a a PLANTER SIDEWALK G J Z r\\\ \\ \\/\\//\\�/\�/\�/.\///.�/////% i\\\i 3" ROLLED CURB 6" VERTICAL CURB AND GUTTER AND GUTTER w 20.00' 5.00' PEDESTRIAN U 12" TYP. PATHWAY J 33' PUBLIC STREET W/ DETACHED WALKS (STREET C) 5 cn SCALE: NOT TO SCALE Y Ln w 27' PRIVATE STREET W/ DETACHED WALK ONE SIDE (STREETS K AND S) U) SCALE: NOT TO SCALE J CONCRETE RIBBON CURB TYP. >_ U O N COMMON DRIVE W/PEDESTRIAN CONNECTION (L81 B5/L26 B9) 1 2 CSW PROJECT NO. 19044 SCALE: NOT TO SCALE PP3.0 DRAWING DATE 06/1 5/2020 0_ 0 PP3mO