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PZ - Pre-App Notes & Revised Pre-Plat Notes CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name:Skybreak Sub Date:(12/19/19)&2/27/20 Applicant(s)/Contact(s): (Laren Bailey, Deb, Corrine) Deb, Laren, Jim City Staff: [Sonya, Bill,Joe,Austin &Paige(ACHD), Terri, Jason, Caleb, Tom, Stevel Sonya, Bill, Bill N.,Andrea, Tom, Steve, Joe, Ryan, Kim,Tyson Location: 7020 S. Eagle Rd. &3487 E.Adler Hof Ln. Size of Property: 79.65 Comprehensive Plan FLUM Designation: Primarily MDR with some LDR&a City park designation at the SWC (park not needed) Existing Use: SFR rural (1 existing home&outbuildings) Existing Zoning: RUT Proposed Use: SFR(348 bldg. lots for SFR detached &townhomes,4.37 units/acre) Proposed Zoning: R-8 Surrounding Uses: Rural residential/ag, golf course Street Buffer(s)and/or Land Use Buffer(s): 25' buffer along Eagle Rd., landscaped per the standards in UDC 11-3B-7C Open Space/Amenities/Pathways: a 10'wide multi-use pathway is required along the Farr Lateral &along the east boundary of the site per the PMP w/landscaping per UDC 11-313-12C(coordinate w/Kim Warren, Park's Dept.); provide qualified open space&site amenities in accord with the standards listed in UDC 11-3G-3—submit qualified open space exhibit demonstrating compliance Access/Stub Streets:Access via Eagle Rd.—align with The Keep access; provide stub street to north &south at west end of site for future extension &connectivity in accord with UDC 11-3A-6;comply with Fire Dept. requirements for emergency access Waterways/Flood plain/Topography/Hazards: The Farr Lateral crosses the SWC of this site—request waiver to UDC 11-3A-6B.3 from Council to leave open (check w/Irrig. District to see if they'll allow); hillside/topography,within southern rim area History: None Additional Meeting Notes: ACHD is requiring a TIS—must be accepted by ACHD prior to application submittal to City • Annexation w/R-8 zoning consistent with MDR FLUM designation; comply w/dimensional standards of R-8 in UDC Table 11-2A-6; density s/b 3-8 units/acre for majority of site consistent w/MDR designation. ■ Submit conceptual elevations for future homes within the development • Preliminary plat to subdivide property; submit phasing plan; comply w/subdivision design &improvement standards including block length,cul-de-sac&common driveways (UDC 11-6C-3) ■ Lots at SWC west of Farr Lateral &along southern boundary s/b larger lots/configured to transition to LDR designated area& existing large lots—landscape strip at the rear of lots is only supported if open vision fencing is provided, otherwise, it should be removed as it's not visible behind building lots with solid fencing (CPTED) ■ Provide smaller lots/higher density along northern boundary consistent with anticipated future MHDR development to the north ■ Provide diversity in lot sizes&housing types throughout ■ Existing house is required to hook up to City water&sewer in accord with MCC requirements&change address ■ Submit a slope exhibit where a significant slope exists; submit master grading plan for site with final plat applications ■ Recommend providing internal street access to the NEC of site&stub to north, rather than sole access from the north which will result in a long cul-de-sac/block face when the property to the north redevelops. ■ Private streets must comply with standards in UDC 11-3F-4—as proposed,they don't comply(e.g.can't exceed 50 homes off a gated entrance,common driveways off private streets aren't allowed—private streets not intended for SFR unless mew or limited gated development—Alternative Compliance may be requested per UDC 11-513-5) ■ Development(beyond entry)does not meet Fire Dept. emergency response times; emergency access s/b provided from north ■ Staff may not be able to support the development due to life safety concerns with Fire Dept. response times; private streets are not desired for SFR and do not meet standards (e.g. more than 50 homes w/gated access, common driveways proposed off private streets); would like to see orderly development with property to the north developing first Note:A Traffic Impact Study(TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: X Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Public Works Department ❑ Republic Services X Police Department ❑ Building Department ❑ Central District Health Department X Fire Department—meet req.for X Parks Department, Kim emergency access ❑ Other: CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Mod ificationlTransfer ❑ Rezone X Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat X Annexation ❑ Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text X Preliminary Plat ❑ Variance ❑ Conditional Use Permit X Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be valid for four(4)months. 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 � . I I I I I \ \ \ \ \ Of 5 6 7 ' I 23 24 25 34 35 36 / / I I I I I I I` \\ \ \ \ \ \ \ \\ \°` \\ 56 0 137 38/ Ag I I I I� \\ \ \���\ \\ \ \ \\, �� » I i o EMERGENCY / / #O�\ \��� \ \ \ °\\\ \\\\ \ \\ T0F ��� 57 FF�r SCALE: 1 = 80 J Ld VEHICLE ACCESS I / / / / \ \ \ \ \ \ \ \ \\ \ \ 47 W 0 IL / \ \� \ \ ,\ \ \ I \ \ \ - \ \\� \ \ \ I-_ o J io o 1z+a�� —SSMH D-1 \ \ —� \ \ \ \ ?, \\ \ \ �� >� > _g <SEWER LINE 'D' "S}3---� \ \ \ \\ \\ \A° \\\ \ \ \ 48 NPSE S 58 O i oo — SSMH A-13 3+ 8 SSMH D-3 \ \ \�, \ \\ \\\\ \ \ \ \\ \ \ \ P I N 00 li C SSMH C-2 0 w SSMH D-2F STREET O(PRIVATE) I / Quo \\ \ \\ \ \ �+ N O m a �° �\ `f'j \ �#2�\ \`��\ \\� \\\\ \ \ \\ \`\ \ \ 49 11 a 59 Z CO •&M 21 N 32 / 09 �\\ \ \� \\\�\\\\\ \ \ \\\ \\ \ \\ N I' oo SSMH E-1 I — SSMH D-4 \ - \ \\ \\ \ \\\\\ \\\\\\\\\\\\\ \\\ \\ \\ \\\ \ = LLj O� V) I• c c ,5 \ \ \ \ \ \ 0 J 60 I ,� v O �_ I: w N NPSE 6 i�` � \ �\ \ \ \\ \ \\\\\\\\\\\ \ \ \ \ \\ \ \\ � o o �� / °C p @) 0 � n — F TEN MILE CREEK 8 9 I• P SSMH D-5 \ \\ \ \ \ \ \\ \ \\ — \ QQ3 <� I / w I . 31 1 \ \ \ \ \ \ `-- — \51 .� \ ro Ld 27.00' ———20 I \ \ \ \ \ \ \\\\\\\\\\\ \ \ \\ BOUNDARY FLOODPWN co E ` 1.4 w PNPSE BiBI ZI I 114 116 'I \ °�\ \\ I3 I \l\\\\�`\\\�\� \\�- -��\ \\\\ \ / \52 �/i 61 00 u 27.00' I Of 1 19 30_�� \ \--- (n I v -� - 117 27.00' 12 11 I —Ld 2 r ; --` B—B I E 18 29 ZI= I I —�� �� ��\� �� \� \� \\`—�\\\\ \ \\ \ \ \\' 44 \ 10.00' REGIONAL Lv PP3.0 m —— \ \ \\ \\ \ \\ \ \ \ \ \ \ \ PATHWAY /� --- 10 112 118 -- ---- �� \ ��� \�� � \\\\\\\\\�\\\\ \ \\\ \ \ \ \ \ w O X SSMH A-12 PP3.0 E: 2770 — \\ \\ \ \ \ BLOCK 5 \ �2 \ � 2e+oo (n SSMH A-11 m 111 119 Ld 16 27 Z i - `---- \ N NATURAL PATHWAY. \\\ \\ \ \ \ \ R=48.00' \ O 14 ,� BLOCKS �_� m S \ \ \ \ \ \\\ \\\ \\\ \\\ \ \ 13 m I 110 / PN \ \ \\ \ \\ \ \ cn 12 \ \ \ \ \ \ \ \ \\\ \\` \ \ \ 20.60' SHARED < / —— w p DRIVE / i� \\\\ \\\\\\\ \\\\\\\\\ \\\ems\�\\A°\ 1 N I I \ z SSMH E-2 121 \ \ \ \\ \ \ \\\?�\\\ \o\ \\\ \\ wI BLOCK 5 - i II // \�\ \ \\\ �o\ \\\��\ / I - \ \ \\\\ \ \\\�\\\\\ \ \\\\\ \ \ \\\\ \ \ CL iSSMH D 6 / a \ \ \ \ \ \ 0 1 09 I °o \ \ \ \ \\ \ \\\\\\\\ \ \ \ \ \\\\ \ \\ \ \ w o0i N - - - - - �-1�0 m- m �j N I \ \\ \\ \ \ \ \\ \\\\\ \ \\\\\\ \\ \\� o Lij Z I o m 122 - ® i iV �\ d d 45 \\ \\ \\ \\\\ \\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\\ \\\ \ Q (n Lu I N_m SSMH P 1 I • , I \ \ \ \ \ \\ \ \\ \ \\ \\ \\\ \\ \\ \ Z Lu / / I ,o LLI o I 1os lz3 PP3.0 O Lu --- ——— I PN SSMH i M-1 2720 --- I d I I \ \ \ \ \\\\ \\\ \ \ \\\ \\ \\\\ \\ \\ 1 L57 — �— _ I 1 \\ I \ \ \ \ \\\\ \\\ \ \\\ \\ \\ \ \\ \ \ p Q Lu EG E -tom �( lE 1E9 f P EG EG —EG EG A EG ' ;�; _ \ \ \ \\ \ `—————— z L� VEHIC EMERGENCY CCESS I a• • EG to— EG EG EG G EG EG 107 EG m \ \ \\ \ -� � 124 \ \ \ \ \ \ L E LG EG Z EG / \ \ \ \ \ \\\ \ \\ \\ \\ \ __ _ w 0O LI„I - r I — 2776 ---- v \ / \ \ \ \ \\ \ \\\\ \\\\ \\ \\ \\ i --— � w ,z ��—SSMH K-2 \\1� o\ // \ \\ \\ \\ \\\\\\\\\ \ \\\\\\\\\\\\\\ \\\` -I DESIGNED: C. 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. "�04 c i ao� o Z z ~ �12-11-200 �N in ED N (o 1104 6 o �o Z c�o � - - 2780 n) 071n N = II z z z tij� G� N Co_ n II I + c0 — C NN > > NN » > ^^ -ui Sri � I + co z p =it II z z cn : U)v~i Of 00 00 00 2775 2775 vv r- w i� cwn 3: `� �n It It N cI + `co a cn cn 0. 00 a0 (mil I� 0O r d N N II Cal > > N N w 00 00 U NN � ,n o)o) � �� cDII II o �Q IIZz 2770 O r- r- N N c� C° Z Z o U)U) w 00 00 — — — — — _ _ _ 2770 Y, Y O � Z Z ~ OM r 11 00 1� N N N S II Z Z Z _ — - - - - - - - - - - - Y+ O N0 to U) II II 2765 =II N11 zz z X: N > > OMr- - - to too: aoao ao - - — 2765 w mQ 11 = II 11 Z Z = II N Z Z Z — E vNi c~n a ao ao ao V)V) x 0o 0o _ _ _ — _ _ �• w ° �(nx0000LU J 2760 — 2760 D 0) — — — — w 2755 2755 z00 o 00 0 2750 " L=307' S=0.40% D=8" u o 2750 m L=160' S=0.40% D=8" L=105 S=0.40% D=8 @� w L=199' S=0.40% D=8" w " L=130' S=0.40% D=8" L=264' S=0.40% D=8" m 2745 L=175' S=0.40% D=8 2745 0 L=43' C0 a' �S=0.40% � 2740 D-8»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 2740 , N cn w SEWER LINE V PRELIMINARY PROFILE X LLJ HORIZONTAL SCALE: 1 "=50' Z D VERTICAL SCALE: 1 "=10' ^v Z O 2785 v o 2785 LU on a pj 0 p � Lo � N (n 2780 � c� O N u 2780 Z + 00 00 � CD N � > > 1 + 00 OO CD z N 0(D11 � O O v 2775 �Q Z Z �Q 1 Z 2775 (n(n 0_ 00 w m 2770 2770 O - - -- - - - - -- - - --- - - —— — — - - - Z I 2765 2765 � o m L Of w IV) w z ^ 2760 2760 3 z�. 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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U J a a a a a a a a a Y A\ 1--- 33' PUBLIC STREET (STREETS - � w a, , 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 ro coE 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 1 2/1 1/2020 C� 0_ 0 PP3mO 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 Oz 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 � . I I I I I \ \ \ \ \ Of 5 6 7 ' I 23 24 25 34 35 36 / / I I I I I I I` \\ \ \ \ \ \ \ \\ \°` \\ 56 0 137 38/ Ag I I I I� \\ \ \���\ \\ \ \ \\, �� » I i o EMERGENCY / / #O�\ \��� \ \ \ °\\\ \\\\ \ \\ T0F ��� 57 FF�r SCALE: 1 = 80 J Ld VEHICLE ACCESS I / / / / \ \ \ \ \ \ \ \ \\ \ \ 47 W 0 IL / \ \� \ \ ,\ \ \ I \ \ \ - \ \\� \ \ \ I-_ o J io o 1z+a�� —SSMH D-1 \ \ —� \ \ \ \ ?, \\ \ \ �� >� > _g <SEWER LINE 'D' "S}3---� \ \ \ \\ \\ \A° \\\ \ \ \ 48 NPSE S 58 O i oo — SSMH A-13 3+ 8 SSMH D-3 \ \ \�, \ \\ \\\\ \ \ \ \\ \ \ \ P I N 00 li C SSMH C-2 0 w SSMH D-2F STREET O(PRIVATE) I / Quo \\ \ \\ \ \ �+ N O m a �° �\ `f'j \ �#2�\ \`��\ \\� \\\\ \ \ \\ \`\ \ \ 49 11 a 59 Z CO •&M 21 N 32 / 09 �\\ \ \� \\\�\\\\\ \ \ \\\ \\ \ \\ N I' oo SSMH E-1 I — SSMH D-4 \ - \ \\ \\ \ \\\\\ \\\\\\\\\\\\\ \\\ \\ \\ \\\ \ = LLj O� V) I• c c ,5 \ \ \ \ \ \ 0 J 60 I ,� v O �_ I: w N NPSE 6 i�` � \ �\ \ \ \\ \ \\\\\\\\\\\ \ \ \ \ \\ \ \\ � o o �� / °C p @) 0 � n — F TEN MILE CREEK 8 9 I• P SSMH D-5 \ \\ \ \ \ \ \\ \ \\ — \ QQ3 <� I / w I . 31 1 \ \ \ \ \ \ `-- — \51 .� \ ro Ld 27.00' ———20 I \ \ \ \ \ \ \\\\\\\\\\\ \ \ \\ BOUNDARY FLOODPWN co E ` 1.4 w PNPSE BiBI ZI I 114 116 'I \ °�\ \\ I3 I \l\\\\�`\\\�\� \\�- -��\ \\\\ \ / \52 �/i 61 00 u 27.00' I Of 1 19 30_�� \ \--- (n I v -� - 117 27.00' 12 11 I —Ld 2 r ; --` B—B I E 18 29 ZI= I I —�� �� ��\� �� \� \� \\`—�\\\\ \ \\ \ \ \\' 44 \ 10.00' REGIONAL Lv PP3.0 m —— \ \ \\ \\ \ \\ \ \ \ \ \ \ \ PATHWAY /� --- 10 112 118 -- ---- �� \ ��� \�� � \\\\\\\\\�\\\\ \ \\\ \ \ \ \ \ w O X SSMH A-12 PP3.0 E: 2770 — \\ \\ \ \ \ BLOCK 5 \ �2 \ � 2e+oo (n SSMH A-11 m 111 119 Ld 16 27 Z i - `---- \ N NATURAL PATHWAY. \\\ \\ \ \ \ \ R=48.00' \ O 14 ,� BLOCKS �_� m S \ \ \ \ \ \\\ \\\ \\\ \\\ \ \ 13 m I 110 / PN \ \ \\ \ \\ \ \ cn 12 \ \ \ \ \ \ \ \ \\\ \\` \ \ \ 20.60' SHARED < / —— w p DRIVE / i� \\\\ \\\\\\\ \\\\\\\\\ \\\ems\�\\A°\ 1 N I I \ z SSMH E-2 121 \ \ \ \\ \ \ \\\?�\\\ \o\ \\\ \\ wI BLOCK 5 - i II // \�\ \ \\\ �o\ \\\��\ / I - \ \ \\\\ \ \\\�\\\\\ \ \\\\\ \ \ \\\\ \ \ CL iSSMH D 6 / a \ \ \ \ \ \ 0 1 09 I °o \ \ \ \ \\ \ \\\\\\\\ \ \ \ \ \\\\ \ \\ \ \ w o0i N - - - - - �-1�0 m- m �j N I \ \\ \\ \ \ \ \\ \\\\\ \ \\\\\\ \\ \\� o Lij Z I o m 122 - ® i iV �\ d d 45 \\ \\ \\ \\\\ \\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\\ \\\ \ Q (n Lu I N_m SSMH P 1 I • , I \ \ \ \ \ \\ \ \\ \ \\ \\ \\\ \\ \\ \ Z Lu / / I ,o LLI o I 1os lz3 PP3.0 O Lu --- ——— I PN SSMH i M-1 2720 --- I d I I \ \ \ \ \\\\ \\\ \ \ \\\ \\ \\\\ \\ \\ 1 L57 — �— _ I 1 \\ I \ \ \ \ \\\\ \\\ \ \\\ \\ \\ \ \\ \ \ p Q Lu EG E -tom �( lE 1E9 f P EG EG —EG EG A EG ' ;�; _ \ \ \ \\ \ `—————— z L� VEHIC EMERGENCY CCESS I a• • EG to— EG EG EG G EG EG 107 EG m \ \ \\ \ -� � 124 \ \ \ \ \ \ L E LG EG Z EG / \ \ \ \ \ \\\ \ \\ \\ \\ \ __ _ w 0O LI„I - r I — 2776 ---- v \ / \ \ \ \ \\ \ \\\\ \\\\ \\ \\ \\ i --— � w ,z ��—SSMH K-2 \\1� o\ // \ \\ \\ \\ \\\\\\\\\ \ \\\\\\\\\\\\\\ \\\` -I DESIGNED: C. 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. "�04 c i ao� o Z z ~ �12-11-200 �N in ED N (o 1104 6 o �o Z c�o � - - 2780 n) 071n N = II z z z tij� G� N Co_ n II I + c0 — C NN > > NN » > ^^ -ui Sri � I + co z p =it II z z cn : U)v~i Of 00 00 00 2775 2775 vv r- w i� cwn 3: `� �n It It N cI + `co a cn cn 0. 00 a0 (mil I� 0O r d N N II Cal > > N N w 00 00 U NN � ,n o)o) � �� cDII II o �Q IIZz 2770 O r- r- N N c� C° Z Z o U)U) w 00 00 — — — — — _ _ _ 2770 Y, Y O � Z Z ~ OM r 11 00 1� N N N S II Z Z Z _ — - - - - - - - - - - - Y+ O N0 to U) II II 2765 =II N11 zz z X: N > > OMr- - - to too: aoao ao - - — 2765 w mQ 11 = II 11 Z Z = II N Z Z Z — E vNi c~n a ao ao ao V)V) x 0o 0o _ _ _ — _ _ �• w ° �(nx0000LU J 2760 — 2760 D 0) — — — — w 2755 2755 z00 o 00 0 2750 " L=307' S=0.40% D=8" u o 2750 m L=160' S=0.40% D=8" L=105 S=0.40% D=8 @� w L=199' S=0.40% D=8" w " L=130' S=0.40% D=8" L=264' S=0.40% D=8" m 2745 L=175' S=0.40% D=8 2745 0 L=43' C0 a' �S=0.40% � 2740 D-8»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 2740 , N cn w SEWER LINE V PRELIMINARY PROFILE X LLJ HORIZONTAL SCALE: 1 "=50' Z D VERTICAL SCALE: 1 "=10' ^v Z O 2785 v o 2785 LU on a pj 0 p � Lo � N (n 2780 � c� O N u 2780 Z + 00 00 � CD N � > > 1 + 00 OO CD z N 0(D11 � O O v 2775 �Q Z Z �Q 1 Z 2775 (n(n 0_ 00 w m 2770 2770 O - - -- - - - - -- - - --- - - —— — — - - - Z I 2765 2765 � o m L Of w IV) w z ^ 2760 2760 3 z�. 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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U J a a a a a a a a a Y A\ 1--- 33' PUBLIC STREET (STREETS - � w a, , 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 ro coE 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. 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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 1 2/1 1/2020 C� 0_ 0 PP3mO