Loading...
PZ - PP (11-9-20) a nton Or \ \ \\ s n z z m m z � � m 35' W.C. ¢ z a ro PLS 10561 10'PUID EASE. 47.00'ROW III PUID washto o BIakest ao EASE. Sawtooth Middle Schools ILLEGIBLE / 33.00'TRC TO TRC y 5.00' 16.50' 16.50' 5.00' m a d w�fitOn Or a 2.00' 2.00' uict Peak St Z o z \rf Ashby Of 1.5% 2% 2% 1.5% CL m' I r1 q z I I pP X W Apple P; a St 7.. 73 -'s z /i i. RU CONCRETE SIDEWWALK PER CONCRETE SIDEWWALK PER i s z ACHD STD.DWG.SD 709 ACHD STD.DWG.SD 709 wwoodpine5l ` 3"ROLLED CURB PER 3"ROLLED CURB PER i \ ACHD STD DWG.SD-702 ACHD STD DWG.SD-702 n LU 6 o a A z n r J < CP&F N0. ,\ W m m 33/47 Standard Local Street �"'��.frsr Z 2019-092670 N T m 1 = Chevron S 1/16� r N m z , z '� m � m � o PP. Z z m o N cT- \ W Usti°k Rd U W UstiCk Rd Q W U M o P W.USTICK RD. rZ < W Ns z D Z z m m o ` Premier Kids _ z c Preschool&Childcare one Si Sk.. �� a W Parkstone`: UNRECOR ED ACCESS EASEMEN Legend %,. Oa NORTH P T v4 PF��,JECT SITE LEGAL DE CRI ION P BY j NORTHERL TY OWNER. NO \ Bs Bs EXISTING SEWER AND PIPE SIZE RUT ASEMENT OCUMENT ATTACHED, N `a n OLELY A L GAL DESCRIPTION, Bw Bw EXISTING WATER AND PIPE SIZE RED B TEALEY, 06 04 12. I MAINTENANCE WITHIN THE TREE � � / / Vicinity Map U k<N AS TO WHETHER AN \ CABLE EXISTING CABLE PRESERVATION EASEMENT SHALL \E \ A ACTUALLY BE PERFORMED BY LLOYD AS PER THEI IW GR TE D DED. - - EXISTING CENTERLINE MAINTENANCE AGREEMENT TO BE INCLUDED 2571 I / I IN THE TETHEROW CROSSING CC&R'S \ _ _'°` \ - - - - - - EXISTING DITCH r --IE. I 5.0' �50"- • 40.0' 50:8' - .0' 25. ' ' 32.8 � NO CA6 �_ ___ 4PI - ---4PI --, N EO EO EXISTING EDGE OF GRAVEL EP EP EXISTING EDGE OF PAVEMENT t� ---- CONTACT DIGLINE ' 1 PROJECT DETAILS o 2-2 _ \m�1�0 �o ~` X EXISTING FENCE 48-HOURS _ 1 1-STORY �1 STORY o 1-STORY 11 ,2� i - E S /° EXISTING ZONING RUT 1-STORY 1 ' 1 2 1� w000P.-"�_ Flo EXISTING FIBER OPTICS BEFORE DIcaNG r 5-2 4-2 3-2 14t70 SF 1039 S ' / \ /o 5823 SF o 4771 SF o 4139 SF I 11 s s/° ZONING: R-s 1-800-342-1585 �� 1 O Mp0oo 29 GAS-GAS- EXISTING GAS D_�WEST IRR EXISTING GRAVITY IRRIGATION TOTAL ACREAGE: 7.58 AC = 330,089 SF i 2574 \ TOTAL NUMBER OF RESIDENTIAL BUILDING LOTS= 46 LOTS ___ ___ _ ----- Via" �1 R-8 JT JT EXISTING JOINT TRENCH Z 26.6- aw o 1 \\ ��� \ °HP EXISTING OVERHEAD POWER TOTAL NUMBER OF COMMON LOTS = 8 LOTS J O M Bw co I� GROSS LOT DENSITY = 6.07 LOTS/AC J W. 6D INE ST. � - EXISTING PRESSURE IRRIGATION o P' RESIDENTIAL LOT NET DENSITY = 10.28 LOTS/AC - - - - 1- 81.8' o- 8SR=300.00 O �00� /�, / -�' I \ �\ / O m N goo i \ EXISTING STORM ROW AREA = 25.85% 85,320 SF = 77.r 2-6 M \ COMMON LOT AREA = 15.12% 49,894 SF Q ^� 7 \� wi 4664E } T EXISTING TELEPHONE o 0 'n EXISTING PATHWAY BUILDING LOT AREA = 59.04/ 194,876 SF z Z ---- -1-3---- - SEATING& 3-6 1 2571 T7Fo EXISTING TELEPHONE&FIBER Q a 3867 SF 4362 SF I 1 I\\ , MIN. LOT SIZE = 4,000 SF W w 0 - PET STATION _ IIII oo.o' m 1 AVERAGE LOT SIZE = 4,236 SF O E 4200 6F � � to � / \\ \� roE EXISTING TOE OF SLOPE N\ \ LLJ TOB EXISTING TOP OF BANK O U E ON a 1 2_3 1 11 1 r zP, CONNECTION TO EXISTING PATHWAY z a 4000 SF a N r 4zo; N �. /' \ EXISTING UNDERGROUND POWER W O R 15 100.0' 1 -' 4�° ' " PROPOSED SEWER&PIPE SIZE COMMON LOTS& BUFFERS w 1 47.00' y� �n °1 QUALIFIED QUALIFIED Q = INGR 1 °1 ew ew PROPOSED WATER&PIPE SIZE ~ c 1 3-3 a 1 5'MICRO PATHv u - _ I F W a a 4000 SF 1 p N 0 -, \ r" ACTUAL OPEN OPEN - _ T - 12so 12SD PROPOSED STORM DRAIN&PIPE SIZE U 1 I n _ ,84fi0----- i I 334576SF \ \\I\ / I z 0 l N � 1 I AREA SPACE SPACEULI oo.o' USER'S DRAIN DITCH ' 6PI 6PI PROPOSED PRESSURE IRRIGATION � 1 (SF) CREDIT AREA (SF) o a 1 A 1 42A' 42.0' I 'N, a 1 4-3 ,zci 12c1 PROPOSED GRAVITY IRRIGATION HALF OF 25-FOOT W. USTICK RD. BUFFER (11-3G-3.B.4) 5,134 100% 5,134 a a000 SF p \ CONNECTION TO EXISTING PATHWAY 1 \ wl 5'MICRO PATH 11n PROPOSED EDGE OF PAVEMENT PLAYGROUND & OPEN SPACE LOT 1-6 (50' X 100' MIN.) (11-3G-3.B.1.A) 33,457 100% 33,457 S\OML 100.0' v PRESSURE IRRIGATION F5 G/ 51 m I I �- OPEN SPACE BENCHES TRASH PET STATION - LOT 1-3 3,867 100% 3,867 �� G\STE ifi I I 1 0 0 0 \\\ o PUMP STATION EG EG PROPOSED EDGE OF GRAVEL ° Q`G FF 0-�1 5-3 1 -oo' 'I I. j 4200 6F o q OQsF$ \ `\ I MICRO-PATHWAYS LOT 13-3 1,970 100/ 1,970 a a 1 a000 SF a ! ja 1 I - -___ _� ----------------- PROPOSED SAWCUT OPEN SPACE - OTHER NON QUALIFIED 3,057 0% - I j PLAYGROUND& I ' 25�2 72 2567===2572-'� 1 w / N I oo.o' I SEATING AREA PROPOSED DITCH CENTERLINE SHARED DRIVEWAYS 2,409 0% - 10-16-20 �O _ __ __ t\ - ___ - rob PROPOSED TOP OF BANK 9I 0 ro d ° 1 - - _- - TOTAL OPEN SPACE 49,894 SF 44,428 SF �d'S P F OF - as 1 6-3 1 � � � '' I ' � 1- - \ TOE PROPOSED TOE OF SLOPE /( ER\� a000 SF a 1 I lzcl -257�-_____ - �� '�N:�. I 29.5' 42.0' 2.0' 40.5' 4 1 S 5292 100.0' Q`�O - -8- 8W / 100.0' 1 1 of s 5 I 1 ----------- PUID EASEMENT w 1 ® 1 �� 1n ' C5,c V" _ I QUALIFIED OPEN SPACE PROVIDED: 44,428 S 1 0 � W. WIND DRIFT M' r zs0 na a000 3F g ��°'001 _ I 1 R`Rss \ \ N 4 64, i� ----------------- PROPOSED GRADE BREAK 13.46% ' • • N a 1 oo.o' e -- ' 1 \ R3oo�76.5' ,o3.r 1 -- -- PROPERTY LINE • �, 1�5 I 1 o L \\ \�\ II I TOTAL OPEN SPACE PROVIDED: 49,894 S Q CC> GO • 1 I ° 60o SF J' 1 A -5 8-6 I p o EXISTING FIRE HYDRANT o • • • 4 15.12/0 i 8-3 00' o / \ i i ? 4148 SF /I 2�j�21 4021 SF 1 a p 1( 4000 SF a 1 ' i t i I _ Dco Q 1 I 1 _----is.o' 1 PROPOSED FIRE HYDRANT ' 100.0' N I ss.6' 1 f 1 ,00.o' 1 1 0 1 2-5 n A � 9_5 1 a 9_6 o PROPOSED WATER VALVE • 9-3 00' a I 14003 SF i�/ a 4008 SF p a 4000 SF o \ �Qoo SF 1 a , 1 33;00' I o I 1 1 47.00' ! O PROPOSED WATER METER NO CAPI 1. 160.0, 1 47.00' I s8s' I I I 1 990 100.0' 1 1 1 a i i 1 L-257 33.00' 1 © PROPOSED BLOWOFF I 2572 1 0 0 / 3-5 1 0 2-i 8-5 1 1 10-6 1 0 10-3 - \ / 4010 SF y �' - o p a000 SF 0 �o o 4008 SIF a a Q a000 SF \ a / i\ I -� 1 1 / in EMERGENCY VEHICLE TURN MOVEMENT 1 100.0' �\ I ss.1' I--- 99.0• 1 1 _\ /, Notes a& 1 , oo.o 1 V 20'WIDE,28'INSIDE RAD.,48'OUTSIDE RAID. a 4-5 I I n a 11 1 2 0 1 11-6 1 1 4 / 11-3 a 4017 SF I 11 0 II 7-5 o g a000 sF 1 6 1. CURRENT ZONING: RUT; PROPOSED ZONING: R-8. o' 11 4000 SF 1 p 1 i 1 a j1 4008 SF a 04 o" 1 01;11 1 2. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF MERIDIAN s� JI j1 100.0' 1 ss.3' 11 1 ss.o' 100.0' SEWER SYSTEM. �m hV 1 1 a 11 1 o ro 1 CV 00 Contacts �N 5-5 os1 0 1 I 16 1 N R-8 3. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN WATER SYSTEM. o� 1 12-3 I1 - I 6-5 12-6 l �� _z 4041 SF \ 4164 SIF I 1 a I 4111 SF Pz g l as2o SF i �� HAYDEN HOMES IDAHO, LLC 4. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE ___J \ -------- 5'MICRO PATH o4 a' \ I o 1 ! rym 2�a ---------- V' TIM MOKWA CITY OF MERIDIAN ZONING AND BUILDING ORDINANCES. a= OWNER 1406 N. MAIN ST. STE 109 z 19 0 3 Bw69 w BW�'9' Bw 83.4' 5. THIS PARCEL IS NOT LOCATED WITHIN A FEMA MAPPED FLOODPLAIN. g ' TRASH CAN PAD I Bw BW aw MERIDIAN, ID 83642 ' 1,s1 ,ss.s' o o N 6. PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENTS ARE AS FOLLOWS: w -� 14-3 ' ° 1 - 1 es s lz_ o_0 8 CELL: 208.869.9785 Z «_ $� 3194 SF IW P(J ST ROW M v 6.1. ALL COMMON LOTS, INCLUDING SHARED DRIVEWAY COMMON LOTS, ARE HEREBYo BUILDING 4T0 42.° ' 420 3.2' - 41.0' i 4,0 4,.0' 34.0' 2�5319 SF 1 3s•s' 470 ERICKSON CIVIL, INC. DESIGNATED AS HAVING A BLANKET EASEMENT FOR PUBLIC UTILITIES, IRRIGATION W SETBACKS _ _� 6 _ - I -- -_ _ _� a. N ��. _ q_ ROSS ERICKSON, P.E. AND DRAINAGE. r- \ o ' ENGINEER 6213 N. CLOVERDALE RD. STE 125 6.2. ALL BUILDING LOT FRONTAGES TO PUBLIC STREETS HAVE A 10-FOOT PERMANENT � 1 I J 1 47.00' i BOISE, ID 83705 EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM /o III �� 16-3 _ 1 OFF: 208.846.8955 THE PROPERTY LINE. 15-3 4r7\23 SF o I 4201 SF o 4201 S3F l0 428 3 0 19-3 0 2dr3 I o 21-3 ' 22-3 1 33.00' 1 2-4 '3-4 "w / \ 4121 SF o 4121(( SF; o 4121 SF o gg29 SF 1 �, I� 1 0 , 0 6.3. ALL BUILDING LOT FRONTAGES TO SHARED DRIVEWAYS HAVE A 10-FOOT �� 5051 SF- -o, 4725 SF o LAND SOLUTIONS �3 PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, w' P01NT� F -- �" 2573-- - \ CLINT HANSEN, P.L.S. MEASURED FROM THE PROPERTY LINE. PROFESSIONAL 23 251 E. 5TH ST. STE A -� - - _ LAND SURVEYOR 6.4. ALL INTERIOR SIDE LOT LINES HAVE A 5-FOOT PERMANENT EASEMENT FOR PUBLIC o p0 - I _ ___ MERIDIAN ID 83642 �3 ' UTILITIES, IRRIGATION, AND DRAINAGE. z 42.0'- 4PI ' 4PI {FPI \F 4PI 4PI ryh L PE o 2�sN� 4PI--- - 4PI OFF 208 288 2040 ' _ az_o 2 4,.0 41.° 6.5. ALL REAR LOT LINES HAVE A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, _ { , e� 4,u" IRRIGATION, AND DRAINAGE. - i - - _ ---- ° 6.6. A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND Q 35 36 ,�-25,5 - o ¢ w- 1 SLL_T N0.�01 5=051 465-Y PER DRAINAGE, IS DESIGNATED ADJACENT TO THE SUBDIVISION BOUNDARY. - - o - - _ Parcels Included 7. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE Z Q CO ------------------ - 251_5___ ___ _ _ _ 36 31-3805 (1)(B). THIS SUBDIVISION IS LOCATED WITHIN THE NAMPA MERIDIAN IRRIGATIONLo > co � w CP&F N0, BASIS OF BEARING co J -__ _ - -------_�_-_ 1331.09' 1/4 PARCEL # 1 SO436336156 -7.58 ACRES DISTRICT, ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. a m z co 10910�699 u - - W 1/16 1 TAN, R3.E. SEC. 36 8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS SUBDIVISION SHALL BE o o m - 1035.23' U � z - - - - - - - - - - - - - - - - - - - - - - - - - - 201& NO. CP&F NO. IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. Q a ir = ¢ p 2017-120066 Z Of 0- 9. LOTS (L-B) 1-1, 1-2, 1-3, 13-3, 14-3, 23-3, 1-4 & 1-6 ARE COMMON LOTS TO BE OWNED AND a 0- w o LL o CREASON CREEK = MAINTAINED BY THE SUBDIVISION HOMEOWNER'S ASSOCIATION, OR ITS ASSIGNS. N Parking Summary � JOB NUMBER: R-8 10. LOTS (L-B) LOT 14-3 IS A SHARED DRIVEWAY/COMMON LOT FOR THE BENEFIT OF THE 7 Z GARAGE PARKING (2 PER LOT) 92 STALLS ADJOINING LOTS 15-3, 16-3 AND 17-3. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL W IDB2096 N BE AS SET FORTH IN THE CC&R S PROVIDED FOR THIS DEVELOPMENT. LU DATE: 11-9-20 PRELIMINARY PLAT (R-8) DRIVEWAY PARKING (2 PER LOT) 92 STALLS 11. PARKING SHALL BE RESTRICTED AND NO PARKING SIGNAGE SHALL BE INSTALLED THE a SHEET NUMBER SHARED DRIVEWAY LOCATED ON COMMON LOT 14-3. ON STREET PARKING 30 STALLS 12. DIRECT BUILDING LOT ACCESS TO W. USTICK RD. IS PROHIBITED. 0 60 120 PPOI Feet w w U)