HomeMy WebLinkAboutPrelim Plat pg 2-Setbacks Notes: 105%j
1. A ten (10)foot wide permanent easement for drainage, pressure irrigation 8:public utilities is hereby designated along the exterior ��es°momoo
15.00' PR IMINA P RY LATboundary and rear lot lines(unless dimensioned otherwise)as shown on this plat. No permanent structures other than those for public 1-84
utilities, pressure irrigation or drainage purposes are to be erected within the limits of said easement areas. n
15.00' 2. A five(5)foot wide permanent drainage, pressure irrigation Et public utilities easement is hereby designated on each side of interior 11
lot lines unless dimensioned otherwise as shown on this plat. No permanent structures other than those for public utilities, irrigation
or drainage purposes are to be erected within the limits of said easement areas. L DM ' A,
15.00' 3. The owner has provided irrigation water to each lot through a pressure irrigation system to be owned and maintained by the Keep
(7.5'/STORY) i" PW ST SUBDIVISION West Subdivision Homeowners Association (HOA).
4. Irrigation water has been provided from the New York Irrigation District in compliance with Idaho Code 31 3805(1)(b).All lots within MOV�RD
15.00' %! this subdivision will be entitled to water rights and will be obligated for assessments from the New York Irrigation District.
25.00' 5. Minimum building setbacks shall be in accordance with the applicable zoning and subdivision regulations at the time of issuance of I _/
f (COLLECTOR) LOTS 1 AND 2 BLOCK 1 OF RAAP RANCH SUBDIVISION LOCATED IN THE NE 1 OF individual building permits, is as specifically approved and or required.All lots shall meet the minimum dimensional standards as 1 2815 East 3300 South, Salt Lake City, UT 84109
f 15.00' �• , , 4 required in the City of Meridian city zoning ordinance. _ _
6. Any re-subdivision of this plat shall comply with the applicable City of Meridian zoning regulations in effect at the time of I (801) 305-4670 www.edmpartners.com
(LOCAL) SECTION 5, TOWNSHIP 2 NORTH, RANGE 1 EAST, CITY OF MERIDIAN, ADA COUNTY, resubmission. ® ®° ,/ _ 6
7. The development of the lots in this subdivision shall be in compliance with the City of Meridian development code. w
•JJ B.M., IDAHO. 2023. 8. This development recognizes section 22-4503, Idaho Code, Right To Farm Act,which states: 'no agricultural operation, agricultural ® _ CJ7 �®
f: facility or expansion thereof shall be or become a nuisance, private or public, by any changed conditions in or about the surrounding ® w
\...
„M nonagricultural activities after it has been in operation for more than one(1)year,when the operation, facility or expansion was not
•••`•••'' •"'���"""'''�"' '•�"••"•''�"�•'•' ''• "'�'"�'"'" "' ''"" ' •" "'•"'�'� •+ a nuisance at the time it began or was constructed.The provisions of this section shall not apply when a nuisance results from the - � ® _ � �
MINIMUM SINGLE FAMILY SETBACK DETAIL
improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof.
9. Direct lot or parcel access to E. Lake Hazel Road is prohibited.
NOT TO SCALE 10. Storm drain water from streets shall be routed to a stormwater facility located in a common lot for disposal. ® °e
11. Setbacks shall be as outlined in the subdivision CCEtR's and comply with the City of Meridian Building Code for R-2. �� I VICTORY RD SCALE' 1" = 80'
/ I I THE KEEP
I I I I I I
i I i PHASE 1 i i i i I `n I i I I I I PH 1 I I I I THE KEEP I I I I 1
/ I I I I I I I I I I GRIMMET LATERAL TO BE PIPED /
BLOCK 1 I I I I I < I I I I I 15.00'SETBACK I I PHASE 1 I I I I / 0 40 80 160 240
15' BUILDING (FROM PROP LINE I BLOCK 3
I u I EX. 10.00'P.U.E. I I I I SETBACK IF LEFT AS AN EASEMENT) I I I I I I
I - I I I I I I I I I I 18 , ® Mgt ® OWNER:
14 I I I I I I l 16 15 - 14 13 A' 11 1 /15 I I 16 I I 3 I I 17 1 i i i I i i i i 12 i i S00°22'25"E 45.93'
, I I I w I 25.00'IRR EASEMENT ----------------------- / ®®®® Jarron Langston Land Development
/ I ---------- ----- 1 --------- --I -----15 +------------��-------------I 7
I 25.00'IRREASEMENT-- - I-------- - - ------- - - -I - - - _ COMMON LOT - - - - - - - - - I- - - - - - : - - - - - - - - - - - - - - - /
13 _ _ _ T S00°23'31"E 1213.70' 0 O 1831 East Overland Road
I I _ COMMON LOT - - - - - L - - - - - - - - - - - - I
240.22' "0 47.00' o EX. 15.00' IRR EASEMENT 926.48 / h � ° � � ® ® Meridian, ID 83642
12 / '_ ---- - - _ Ln N 208-724-6239
/ __ _ _ - 238.20' N N49°59'57"W
E 540.33' < ET LATERAL BLOCK 1 119.45' 160.00' _ A 45.93' 27.51' ®
_ 51" 111� GRIMM - BLOCK 3 10.00'P.U.E. /
S09 35, r^ 147.09' (0.00'N.U.t. ) M w U \ P
L _ - 514•97 � (FROM COMMON LOT LINE) /
_ o FROM COMMON LOT LINE oo r, ^ o < 15.00'SETBACK AMITY AVE
IR 21. - U o M o G� V 1, o M ^
517. 12.97 I I Q N < ^ Y� o < b z ��, < rn < Q ^ N rr, (FROM IRR. ��P I
-- t� O 00 v W oo v 0O O o 06 < o O o ,6 r o N ^ a o COMMON LOT) F P�
< r N o r N 3 r � o N o N M N M I 0 -
O 0ri IR 25' LANDSCAPE o 0 0 0 0 0
� Q N �+ w 15.00'SETBACK -0 v o /' 20.00' 33 5�3 33 > 0® J
z5.3 ' BUFFER
71 (FROM IRR. -- \
\ 4p\ N °N° N M I I _C1 1- C12 .a C 115.85 COMMON LOT 160.00' 43.25'
I , I ) 25.00'IRR EASEMENT w ®� 1. All sanitary sewer improvements shall conform
C 10.31' 0 J L rY p 6Z. \ o o C10 43.35'=C13 v! S� Cl� 8 �gA b�/ / COMMON LOT r N Sky Mesa
® Q �� with the standards and specifications of the
\ C9 - < - �C16 - 319.10'
\ EX. SLOPE ,� c6_C7 65'99 �_ ® - ® � / U ® v� ® ® ® J LU City of Meridian.
u EASEMENT �o 116.19 �>Q- / o 1 ® � 2. All culinary water improvements shall conform
a C8� 197-17 - 43.3s c25-=41.zz' S. NETHERFIELD WQY COMMON DRIVE ��� Y p
\ of M �ti _ p WAY cz8 c24 .519.10' C�9 (PRIVATE) with the standards ands specifications of the
' N `"� C3 THERFIE C27 127.00' 178.20' Rockhampton 11
®Century Farm ® P
o S. 1 cZ3 - City of Meridian.
- C26- 13.90' � 7 u C� �o Notes(coat.): �® ®�
- 205 31 30 43 ----- __- V 12. Street section to be an ACHD standard 47'Right-of-Way and 33'street section with T concrete PROJECT SITE ®® �® 4. All storm drain improvements shall conform
--- _ 20.00'SETBACK COVERED PAVILION < % oo ' g y �
\ q 144 901 20 29 9.69' M / �� A� rolled curb. See detail. Keep Ph. 2 E. LAKE HAZEL RD ® with the standards and specifications of the
C� BLOCK 1 ? 13. All existing fences along the boundary shall remain, or be replaced with equal or better. �I City of Meridian.
143.45' �p OG� o / 14. The Grimmett Lateral will be piped and relocated to 5-ft off-set of the eastern property
--- - - a 5. All improvements in the public right of way
u 20.00'SETBACK Q yI� boundary, generally. A 25-ft wide permanent Boise Project Board of Control (BPBC)easement, Discovery
\ U �� < U b 00 // SPORTS COURT and a 10-ft wide Public Utilties, Drainage, and Pressure Irrigation Easement adjacent to the said park Keep7 Boise Ranch shall conform with the standards and
o < M N b EX. HOUSE < 15.00'SETBACK M // (PICKLEBALL) 25-ft BPBC easement is hereby designated along the western exterior boundary as shown on Ph 1 Golf Course specifications of the City of Meridian and the
L N 0% o M `' ORIENTATION N Q '� o /
\ °` Ln^ o .o N ti SITE AMENITY sheets 1 and 2, and detailed on sheet 2 of this plat. No permanent structures,other than those Ada County Highway District (ACHD).
o N o M �1 for Public Utilities, Drainage, or Pressure Irrigation purpose are to be erected within the limits
N ALL-WEATHER N / 1$ 6. All private improvements shall conform to the
o / CE 15 of said Easement areas.The piping of the Grimmett Lateral has been discussed with BPBC and
SPP .1l 2017 version of the ISPWC standards and
PEDESTRIAN /, EN 6ti�` CURVE TABLE approved in concept, provided that the piped lateral is housed in a 40-ft easement centered on
\ 190.03' Y U 159.50' PATHWAY j �3��$ OQ Nti13 the pipe.The proposed 25-ft BPBC easement along with the existing 15-ft BPBC easement in The VICINITY MAP specifications.
U - < 15.00'SETBACK / CURVE ARC LENGTH RADIUS CHORD DIRECTION CHORD LENGTH Keep Phase 1, meets this requirement. 7. Contractor to field locate and verify the
o MERIDIAN ID
u O ? 15. A license agreement will be put in place with the BPBC with regard to access and maintenance ° horizontal and vertical location of all utilities
J \ b < ca b fir, v 0 110.72' // C1 18.85 20.00 N63°03'09"E 18.16 of the Grimmett and Farr Laterals.
N o N M o �� o N < �'� prior to beginning work.
9 C2 177.51 54.00 S49°46'24"E 107.71
_ ° p ° c� CN o M M b M �6 15.00'SETBACK 1� �3 PROPOSED FENCING
Y \ I J o o C3 18.85 20.00 S17°24'03"W 18.16 LEGEND
E J o - \ 15.00'SETBACK
w Y U 'o / C4 33.52 54.00 N53°50'16"E 32.98
w 190.03' U <
\ 159.50' OJ M "T �6\ �AsB� ��a3. C5 59.02 54.00 S77°04'08"E 56.12 NEW BUILDING LOT COMMON LOT ss ss SDR 35 PVC SANITARY SEWER
PRESERVE EX. DRIVE FOR u co \ �/
USE AS EMERGENCY ACCESS o �p < C6 84.97 54.00 NO°40'48"W 76.47 Block# Parcel# Area Block# Parcel # Area 0�I EXISTING SANITARY SEWER
I \ N < b /� <
. 'n o r ^ o / O C7 6.24 20.00 N35°27'29"E 6.22 ® SANITARY SEWER MANHOLE
r' �"� �, o /� 00 18 12276 17 18884
c0 - 183.02' J �,' c` o //�q1 1� o C8 12.61 20.00 N8°27'35"E 12.40 PROPOSED SEWER SERVICE SURVEYOR
w ^ Q C38 C'� �� C,,�, J 16.24'/ C9 204.61 1273.50 S4°59'41"E 204.39 19 12226 1 27 6606 COMPASS LAND SURVEYING PLLC
W W PVC C-900 WATER LINE
r� M 623 11TH AVE SOUTH
1- �, ^ 131.38' / FIRE ACCESS NOTES:
N v� v_ C10 72.20 1273.50 N7°58'24"W 72.19 20 15588 30 6074 NAMPA, ID 83651
Ln L\ o OPEN < 16.18' 1. FIRE ACCESS TO BE 20' PAVERS WITH 75,000 LB LOADING TOLERANCE). FIRE ACCESS TO HAVE FIRE (w) w1 EXISTING WATER LINE
o� `n 155.52' O q0 C11 110.07 1273.50 N3°52'23"W 110.04 (208)608-2510
20' PAVER EMERGENCY SPACE M �i b9 21 13921 34 6787
DEPARTMENT APPROVED BOLLARDS RESTRICTING PUBLIC VEHICULAR ACCESS. WATER SERVICE, SINGLE Et DOUBLE CONTACT:
ACCESS (75,000 LB LOADING) ® � P�RLP� 2. TEMPORARY FIRE ACCESS TURNAROUND TO COMPLY WITH IFC FIGURE D103.1 IN ALL REGARDS AND C12 22.34 1273.50 NO°53'40"W 22.34 o c WATER VALVE,TEE Et BEND
(S) RICHARD GRAY, PLS
22 12099 39 17907
WITH FIRE DEPARTMENT u DIMENSIONS. TURNAROUND TO UTILIZE EXISTING IRRIGATION ACCESS GRAVEL ROAD WHICH WILL BE C13 25.08 1023.50 SO°18'36"w 25.08
APPROVED BOLLARDS \ coCC
c31 6 21' 1 IMPROVED, AS NECESSARY, TO MEET FIRE ACCESS REQUIREMENTS. UPON CONTINUATION OF ROAD, C14 44.67 28.00 S44°41'24"E 40.08 23 16585 40 36400 FIRE HYDRANT LANDSCAPE ARCHITECT
C35 135 TURNAROUND WILL BE REMOVED FROM OPEN SPACE LOT 2 AND LOT AND ROW ROAD SECTION WILL BE C15 43.51 28.00 S45°05'45"W 39.26 24 16963 18 35841 EXISTING FIRE HYDRANT
X ,� �� tiYo STACK ROCK GROUP
\ �� �Ly°1ti1 BROUGHT INTO DESIGN STANDARD. C16 16.63 976.50 SO°05'45"W 16.63 25 17103 3 24 2841 (lr) EXISTING GRAVITY IRRIGATION(GI)LINE 404 S. 8TH ST., SUITE 154
BOISE, ID 83702
IN Z w C17 146.14 123.50 S33°30'25"W 137.76 EXISTING PRESS. IRRIGATION(PI)LINE
124.39' a0 < z J z 1 26 18021 (208)716 4787
\ I �C w UNPLATTED o_
THE KEEP PHASE 2 C18 104.09 123.50 523°45'09"W 101.03 CONTACT:
FUTURE APEX < < J C 900 PVC PRE55. IRRIGATION (PI)LINE
25' LANDSCAPE ( <
� > o COMMON LOT w w 28 18514 QUALIFIED OPEN SPACE LOT (LA)JESSE BUSTER
\ BUFFER C'` - EAST SUBDIVISION) m ? � �- PI SERVICE Et METER
V C19 20.71 123.50 S52°42'03"W 20.69
/ N m a C20 21.77 123.50 N62°33'13"E 21.75 29 25635 Block# Parcel # Area
30' 25.0' PI VALVE,TEE 8 BEND
10' SIDEWALK I��] / C21 90.52 76.50 N33°30'25"E 85.33 APPROVED FOR CONSTRUCTION:
31 16286 27 6606 ,r�,� PROPOSED STREET LIGHT
EX. FARR LATERAL `� ` ' Czz 21.59 76.50 N59°19'09"E 21.52 These plans are valid for construction only with the
32 15950 30 6074 on, o�� EXISTING OVERHEAD UTILITY signature of the design engineer on the line below.
C23 68.93 76.50 S25°25'13"W 66.62 1
\ O Q / �// /�� ��/ /\ / PROPOSED 33 17160 34 6787 ASTM 3034D PVC STORM DRAIN
FENCING C24 53.12 1023.50 N1°05'41"E 53.11
N \ \ EXISTING GRAVEL ACCESS ROAD, "`�\Y��`�"
\ N o / �e \ �\ WIDTH AND LOCATION VARIES C25 50.68 976.50 N1°05'41"E 50.68 35 27957 39 17907 - � � � � � � � - EXISTING STORM DRAIN
a Approved Date
FARR LATERAL TYPICAL SECTION B-B' C26 11.85 976.50 S2°14'02"W 11.85 37 24384 50% 23 24 25 ® ® ® SO COMBOBOX,CB e Co
o s1 NOT TO SCALE LANDSCAPE1071 ®® PROPOSED STORM WATER
C27 38.83 976.50 SO°44'49"W 38.82 26,28,29 m SAND Et GREASE TRAP
N Z 38 19253 BUFFER ANAL F
C28 197.05 1226.50 N4°59'41"W 196.84 PROPOSED STORM SEEPAGE BED N(,'
\ _ UI Z J I 19 17255 TOTAL 48075 F4
1 .47' `0 z O C29 28.05 20.00 N49°46'24"W 25.81 PROPOSED GROUNDWATER O F
i w < N OBSERVATION WELL
2 95' 3.97 � 0 < C30 19.75 20.00 S61°45'22"W 18.96 20 17423
\ wl THE KEEP PHASE 2 o Z THE KEEP PHASE 1 Iw w EXISTING FENCE 14176
z O z C31 301.90 59.00 NO°03'03"E 64.97 x x x x x x DEMO FENCE (P 1/5/24 O
O O O J m J 3 21 17337 �
O 40.0' IRRIGATION EASEMEN IDTH u C32 19.75 20.00 S61°39'16"E 18.96 ��
S00°10'55"W 38.42' J 25.0' COMMON LOT (IRRIGATION) 15.0' EASEMENT w 22 15951 0 0 PROPOSED FENCE �RO R
N00°09'59"W 40.74' 20.0' 5.0' w C33 28.44 59.00 N47°16'21"E 28.17 23 15972
- - - - - - - - - EXISTING MAJOR CONTOUR
C34 101.20 59.00 S69°46'40"E 89.24
P. �� EXISTING MINOR CONTOUR
C35 61.80 59.00 S9°21'S9"W 59.01 Keep West
PROPOSED FENCING, C36 62.98 59.00 S69°57'01"W 60.03
' 0 �/� /� / LOCATION VARIES BOUNDARY CURVE TABLE
N ..� \ " C37 47.48 59.00 S56°24'56"E 46.21 • • •
EXISTING GRAVEL ACCESS ROAD, CURVE ARC LENGTH RADIUS CHORD DIRECTION CHORD LENGTH SL1bC11V1S1011
av PIPED GRIMMETT LATERAL WIDTH AND LOCATION VARIES C38 2.46 20.00 S36°53'02"E 2.46
x I GRIMMETT LATERAL TYPICAL SECTION A-A' C39 17.29 20.00 N65°10'43"W 16.76 C1 153.60 200.01 N47°12'21"W 149.86 Preliminary Plat
NOT TO SCALE L`C40 172.83 225.02 N47°12'31"W 168.61 Setbacks & Easements
EXISTING ZONING: RUT (ADA COUNTY) PROPOSED ZONING: R-2 59.0'
A TOTAL PLAT ACREAGE = 15.76 ACRES TOTAL SECTION 3 UTILITY REPRESENTATIVE PHONE NUMBER PROJECT:
DRAWN BY: KMW
w R-2 ZONING REQUIREMENTS: 6.0' � 6.0' REVIEWED BY: ERB
PROPOSED: MIN. LOT AREA: 12,000 SF EASEMENT 47.0' ROW EASEMENT GAS INTERMOUNTAIN GAS (208) 377-6839 REVISIONs:
PUBLIC ROAD ACREAGE = 1.96 ACRES MIN STREET FRONTAGE: 80' 33.0'TBC TO TBC
2 0' 5.0' 6.0' 2.0' 29.0' PAVEMENT 2.0' 6.0' 5.0' 2 0, No. DATE REMARKS
ROW DEDICATION = 0.49 ACRES FRONT SETBACK: 20' LOCAL (25' COLLECTOR) SIDEWALK PLANTER CaG 14.5' PAVEMENT 14.5' PAVEMENT CEtG PLANTER SIDEWALK ELECTRICITY IDAHO POWER (208) 388-6320
EXISTING HOUSE ACREAGE = 1.48 ACRES SIDE SETBACK: 7.5' PER STORY TELEPHONE CENTURYLINK (208) 385-2144
v TOTAL LOT ACREAGE = 8.81 ACRES REAR SETBACK: 15' �- 2.00% /
......................
TOTAL QUALIFIED OPEN SPACE ACREAGE = 1.10 ACRES MAXIMUM BUILDING HEIGHT: 35' SEWER MERIDIAN PUBLIC WORKS (208) 887-1297
U
o AVERAGE LOT SIZE = 0.42 ACRES
� (2')3"ROLLED CURB PER, � ,\'/ � \\j �/ 5'CONCRETE SIDEWALK
k MINIMUM LOT SIZE = 12,099 SF EXISTING HOME NOTES: ACHD SUPPLEMENTAL / / / / / /\\ ,a\ \: PER ACHD SUPPLEMENTAL WATER MERIDIAN PUBLIC WOKS (208) 887-1297
NUMBER OF LOTS =22 BUILDABLE LOTS 1. EXISTING HOME TO BE PROVIDED DOMESTIC WATER AND STANDARD DRAWINGS (g")6"MINUS PIT RU \ \ \ STANDARD DRAWING SD-709 DATE:
CE
ra +1 EXISTING HOUSE LOT SANITARY SEWER SERVICES. EXISTING SEPTIC SYSTEM AND SD-7o2 (2.5")SP-3,0.5"(1/2)MIX ROADS ADA COUNTY HIGHWAY DISTRICT (208) 454-8135 January 5 2024
+8 COMMON LOTS DOMESTIC WELL TO BE ABANDONED IN ACCORDANCE WITH ASPHALT
J � �
U 47 RIGHT-OF-WAY ROLLED CURB STREET (4"MIN.) "MINUS CRUSHED IRRIGATION BOISE PROJECT BOARD OF CONTROL (208) 344-1141 SHEET NUMBER:
+3 IRRIGATION EASEMENT LOTS ALL APPLICABLE CODES. SECTION GRAVEL
2. EXISTING HOME DRIVEWAY ACCESS TO BE FROM PUBLIC NOT TO SCALE FIRE MERIDIAN FIRE DEPARTMENT (208) 888-1234
Q STREET. PP �2
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