HomeMy WebLinkAbout20231221 Keep Sub2 - Prelim 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' RY IATboundary 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
PR IMINA P
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 ® _ C_7 �®
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 I I I I I I I I I I
/ I i PHASE 1 i i i i I `n 1 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 T BE PIPED /
BLOCK 1 I I I I I Q 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 V I EX. 10.00'P.U.E. I I I I SETBACK IF LEFT AS AN EASEMENT) I I I I I I
14 I I I I I I - I I I I I I I I I I I ® h WE
® OWNER:
/ I I i i 15 I I 16 I I 3 1 I 17 i i 16 i i 15 ' � ' 14 ; ; 13 ; ; 12 ; ; A' 11 Soo°22'25"E 45.93� 1 / �-
_EX. 15.00'IRR EASEMENT_ _____ _� w I 25.00 IRR EASEMENT __--__ ----------------------- / MMA JarrOri Langston Land Development
--- 1 --------- --II-------- +------------t�-------------I 7
/ I 35.00'IRR EASEMENT-- - �-----------
I I I - COMMON LOT - - - - - i �- - - - -�- - - - - - - - I ` - - -I - - - - COMMON LOT - - - - - - - - - I- - - - - - � - - - - - - - - - - - - - - - Lim ® ®® ® 1831EastOverland Road
I / / 13 I _ T S00°23'31"E 1213.70' R
10.00'P.U.E. _� 972.41• Q �`' V1 �� ® �� ® Meridian, ID 83642
GRIMMET LATERAL TO REMAIN OPEN _ - 24o.zz' 0 47.00' o / ti
(FROM COMMON LOT LINE) 0 25.00' X. 15.00'IRR EASEMENT
/ 800.14' °O/ N49°59'57"W ® 208-724-6239
12 _ _ BLOCK 1 ®
_ - 1/1 540.33 Q GRIMMET �pTERA� 237.40' "' 160.00_ 160 QO' 86.88' 58.12' 142.65' 19 9' A 9 0
27.51'
509°355� E 1� 10720' 13020' ^ w BLOCi'� 3 - �� 7 10.00'P.U.E. U 14.37'
L - 514•97 F o (FROM COMMON LOT LINE) I Q 15.00'SETBACK ® AMITY AVE
.99� 21.30' o o P
V ^ U o M � U o U U N N rn (FROM IRR.
10' a, z w Q a Q Q r�
518 1 7 'o Q W o r o ao m o N o °° N o N ^ rn o COMMON LOT)
Qo W rn r N O o r o CD O M N �"� 111. t -
O O o 25' LANDSCAPE 48� U N N a o 0J 15.00'SETBACK M J 333 Q® J
BUFFER FROM IRR. 1
Q o ( x, / 3 5 O � � Q
JJJ NOTES:
\ g4 9b V Om N NL C28 43.35 L^; �, 115.85 COMMON LOT)-� 160.00' 43.25' \ / q��. o� 3°�13 25.00'IRR EASEMENT ��� w
EX. SLOPE �� 13 J w u 1. All sanitary sewer improvements shall conform
Q o cz9 00 -�c3 i / COMMON LOT with the standards and specifications of the
N C27 V �C33 319.10' S > >
EASEMENT os � C26 � v, Sky Mesa ® Q 2 O
\ I N N 65.99 - - Q - - - 10.31 1391 y w ® City of Meridian.
o C24 C25 � - m CS Notes(cont.): V ® ® V Y p
U 123.19' - �� � ® v q5�0 O '" 2. All culinary water improvements shall conform
M Q tit 189.18 _ `C5 319.10' 1 12. Street section to be an ACHD standard 47'Right-of-Way and 33'street section with T concrete { � Qb
\ o J N `o SS C C8 _ C4 �6 rolled curb. See detail. ®Century Farm ® on/i with the standards and specifications of the
\ ;y. C23 _ 43.35' C7 C6 41.22' 127.00' 178.20' C COMMON DRIVE Rockhampton o ^q� (PRIVATE) 13. All existing fences along the boundary shall remain, or be replaced with equal or better. ® � � City of Meridian.
199.82 30.43' ----- ------ 13.90' 14. The Grimmett Lateral, south of E.Wickham St.,will be piped and relocated to 5-ft off-set of PROJECT SITE ®® �® 4. All storm drain improvements shall conform
9 69' 20.00'SETBACK COVERED PAVILION Q i C2 09 3.7T 24 the eastern property boundary, generally. A 25 ft wide permanent Boise Project Board of -
\ I ® 159.70 // q1' 0.07 AC Kee Ph. 2 E. LAKE HAZEL RD �I ® with the standards and specifications of the
_____- � Control(BPBC)easement, and a 10-ft wide Public Utilties, Drainage, and Pressure Irrigation P
BLOCK 1
- 3.70' Easement adjacent to the said 25 ft BPBC easement is hereby designated along the western � � City O Meridian.
184.53' V
,_----- Q U v+ 09 exterior boundary as shown on sheets 1 and 2, and detailed on sheet 2 of this plat. No 5. All improvements in the public right of way
\ C20 rn 20.00'SETBACK Q /ti51 permanent structures, other than those for Public Utilities, Drainage, or Pressure Irrigation Discovery
V o / SPORTS COURT g g Park Keep Boise Ranch shall conform with the standards and
M �, N a EX. HOUSE Q 15.00'SETBACK M / purpose are to be erected within the limits of said Easement areas.The piping of the Grimmett Golf Course specifications of the City of Meridian and the
/ (PICKLEBALL) Lateral has been discussed with BPBC and approved in concept, provided that the piped lateral Ph. 1 f p y
°, ORIENTATION °O � � � o � pp p i p p p
\ V o o 06 N Q / Ada Count Highway District ACHD
co Q N o U) SITE AMENITY is housed in a 40-ft easement centered on the pipe. The proposed 25-ft BPBC easement along Y g Y (ACHD).
v N < Y r` N �"� o J G� 15�$ I with the existing 15-ft BPBC easement in The Keep Phase 1, meets this requirement. 6. All private improvements shall Conform to the
0
U N ,r; o , SQP 15. The Grimmett Lateral, north of E. Wickham St, will be left as an open channel in its existing 2017 version of the ISPWC standards and
/ N t�' CURVE TABLE
J " i 31. E ti 1 state. A 35-ft common lot with dedicated BPBC easement will hold the lateral. This lot and VICINITY MAP p
o � °' specifications.
\ m 179.50' 1 N� easement, in conjunction with the 15-ft existing easement in Keep Phase 1, meets BPBC's
15.00'SETBACK / CURVE ARC LENGTH RADIUS CHORD DIRECTION CHORD LENGTH 7. Contractor to field locate and verify the
I � 190.03' M � � � requirement of a 50-ft easement for open-ditch laterals. MERIDIAN, ID Y
\ V V 110.72' C1 94.22 76.50 N34°53'29"E 88,38 16. A license agreement will be put in place with the BPBC with regard to access and maintenance horizontal and vertical location of all utilities
/ of the Grimmett and Farr Laterals. prior to beginning work.
w bo Q 2.50' C'> Q o 0 1� /, P S S
_ N `b C' o r°i � �6 15.00'SETBACK / 1�953 PROPOSED FENCING C2 21.59 76.50 559°19'09"W 21.52
\ --------------- ------------------G �� \ O M C3 68.93 76.50 S25°25'13"W 66.62 LEGEND
Y 161.00' 15.00'SETBACK-i $3a
g U U \ y/ 9 C4 53.12 1023.50 S1°05'41"W 53.11
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20' PAVER EMERGENCY I Q� 144.00' M o. 1Qa81 °�`� C5 50.68 976.50 N1°05'41"E 50.68 NEW BUILDING LOT COMMON LOT ss ss SDR35 PVC SANITARY SEWER
ACCESS (75,000 LB LOADING) N ° �� o
s C6 11.85 976.50 S2°14'02"W 11.85 Block# Parcel# Area Block# Parcel # Area 00 EXISTING SANITARY SEWER
WITH FIRE DEPARTMENT �I o V o
APPROVED BOLLARDS M \ .55' C11 M °; o / / C7 38.83 976.50 SO°44'49"W 38.82 18 12095 17 26437 ® SANITARY SEWER MANHOLE SURVEYOR
198.54' C 14 p
L \U ^ /�q1 1\9 C8 197.05 1226.50 N4°59'41"W 196.84 PROPOSED SEWER SERVICE
C9 37.16 26.50 N49°46'24"W 34.19 19 12008 25 7392 COMPASS LAND SURVEYING PLLC
U 1gg•p0' / 1 W W PVC C 900 WATER LINE 623 11TH AVE SOUTH
n Q _ EMERGENCY ACCESS NOTES: C10 19.75 20.00 N61°45'22"E 18.96 20 12141 29 4423 w
14.15' NAMPA, ID 83651
N v V OPEN Q 1. EMERGENCY ACCESS TO BE 20' PAVERS WITH 75,000 LB LOADING TOLERANCE). EMERGENCY ACCESS TO w) EXISTING WATER LINE 208
a o rn Q Q 861A ��„ C11 301.90 59.00 NO°03'03"E 64.97 21 12655 30 10334 ( )608-2510
00 0 0 SPACE / HAVE FIRE DEPARTMENT APPROVED BOLLARDS RESTRICTING PUBLIC VEHICULAR ACCESS. 0 WATER SERVICE, SINGLE Et DOUBLE CONTACT:
N \ 198.54' N o rn M Np1/ / �P�RvP.�EE P, 2. TEMPORARY EMERGENCY ACCESS TURNAROUND TO COMPLY WITH IFC FIGURE D103.1 IN ALL REGARDS C12 58.50 59.00 N61°52'06"E 56.14 22 12099 37 17907 -
D4 o QI WATER VALVE,TEE Et BEND (S) RICHARD GRAY, PLS
Ln 15.85'-119Q AND DIMENSIONS. TURNAROUND TO UTILIZE EXISTING IRRIGATION ACCESS GRAVEL ROAD WHICH WILL BE C13 77.2s 59.00 S52°12'04"E 71.87
\ - / 23 19880 38 36400 FIRE HYDRANT
�' IMPROVED, AS NECESSARY, TO MEET EMERGENCY ACCESS REQUIREMENTS. UPON CONTINUATION OF C14 30.33 59.00 SO°03'03"W 30.00 LANDSCAPE ARCHITECT
1g511' 1351
ROAD TURNAROUND WILL BE REMOVED FROM OPEN SPACE LOT 2 AND LOT AND ROW ROAD SECTION C15 105.40 59.00 S65°57'2s"W 91.93 24 20767 18 36550 EXISTING FIRE HYDRANT
X, c2o4 �1s; �� � tiYo STACK ROCK GROUP
\ 13 �tiy°11.1 WILL BE BROUGHT INTO DESIGN STANDARD. C16 30.38 59.00 N48°06'42"W 30.05 26 15772 3 24 2841 (ir) EXISTING GRAVITY IRRIGATION(GI)LINE 404 S. 8TH ST., SUITE 154
BOISE, ID 83702
IN Z w C17 19.75 20.00 S61°39'16"E 18.96 EXISTING PRESS. IRRIGATION(PI)LINE
\ 1^> q w UNPLATTED o z_ 1 27 18756 (208)716-4787
U �,` ��� N THE KEEP PHASE 2 L J C18 9.60 20.00 S76°18'09"W 9.51 C-900 PVC PRESS. IRRIGATION (PI)LINE CONTACT:
Q ^q (FUTURE APEX Q Q J
oD L > o COMMON LOT w
\ N o°O0 / C'� - EAST SUBDIVISION) m ? U 28 38274 QUALIFIED OPEN SPACE LOT PI SERVICE Et METER
o V C19 127.56 54.00 S49°46'24"E 99.90 (LA)JESSE BUSTER
N m � A C20 8.22 54.00 S66°54'55"W 8.21 31 16952 Block# Parcel # Area
D4 e b PI VALVE,TEE Et BEND
' 25' LANDSCAPE 30' 25.0' APPROVED FOR CONSTRUCTION:
10' SIDEWALK ��' C21 46.71 54.00 N83°56'37"W 45.27 32 16536 25 7392
BUFFER PROPOSED STREET LIGHT
EX. FARR LATERAL C22 72.63 54.00 N20°37'56"W 67.28 These plans are valid for construction only with the
Ln 33 19571 30 10334 (oh) o�� EXISTING OVERHEAD UTILITY signature of the design engineer on the line below.
\ M
C23 9.60 20.00 S4°09'03"W 9.51 1
� �`//.� .� .� .✓/.� .�/.�/,� .�//.� .�// / PROPOSED
FENCING 34 27957 37 17907 ASTM 3034D PVC STORM DRAIN
C24 4.77 20.00 N11°04'12"E 4.76
�\• �� \ EXISTING GRAVEL ACCESS ROAD, "`�\Y��`�""
WIDTH AND LOCATION VARIES C25 4.83 20.00 N2°40'42"W 4.82 35 24384 - - - - - - - - - EXISTING STORM DRAIN
a Approved Date
FARR LATERAL TYPICAL SECTION B-B' C26 204.61 1273.50 S4°59'41"E 204.39 ® ® ® SD COMBOBOX,c6 e co
oa a^� NOT TO SCALE 36 19253 PARKWAY PARKWAY 13990
\ " „� C27 54.11 1273.50 N8°22'49"W 54.10 ° m PROPOSED STORM WATER
Xw 50� SAND Et GREASE TRAP
#' / w Z Z C28 117.41 1273.50 N4°31'19"W 117.37 ANDSCAP 2��4286' 10748 PROPOSED STORM SEEPAGE BED ONALFFN%
\ e zl O _ I 19 17250 BUFFER ' PROPOSED GROUNDWATER FF
C29 33.09 1273.50 N1°08'1 VW 33.09
= w Q N OBSERVATION WELL
13.97' � 0 Q C30 25.08 1023.50 SO°18'36"W 25.08 20 17423 TOTAL 59596
13. wl THE KEEP PHASE 2 o Z THE KEEP PHASE 1 Iw w EXISTING FENCE 14176
Z O Z C31 44.67 28.00 S44°41'24"E 40.08 x x x x x x DEMO FENCE N3/25/24
Ot42
6.77 u, m � w3 21 17337 " �O �O 40.0' IRRIGATION EASEMEN IDTH V C32 43.51 28.00 N45°05'45"E 39.269 FOF 19S00°10'55"W 38 J 25.0' COMMON LOT (IRRIGATION) 15.0' EASEMENT Z 22 15951 0 0 PROPOSED FENCE 'S'O R 6
N00°09'5TW 40.74' 20.0' 5.0' C33 16.63 976.50 NO°05'45"E 16.63 23 15256
- - - - - - - - - EXISTING MAJOR CONTOUR
w� p p \ C34 146.14 123.50 533°30'25"W 137.76
�� C35 104.09 123.50 N23°45'09"E 101.03 Kee West
P. EXISTING MINOR CONTOUR
PROPOSED FENCING, C36 20.71 123.50 N52°42'03"E 20.69
p
BOUNDARY CURVE TABLE
N GRIMMETT LATERAL NOTE: C37 21.34 123.50 N62°27'19"E 21.31
%., EXISTING GRAVEL ACCESS ROAD, CURVE ARC LENGTH RADIUS CHORD DIRECTION CHORD LENGTH Subdivision
1. LATERAL NORTH OF E. WICKHAM ST. PIPED GRIMMETT LATERAL WIDTH AND LOCATION VARIES
WILL REMAIN OPEN CHANNEL. r C1 153.60 200.01 N47°12'21"W 149.86 Preliminary Plat
GRIMMETT LATERAL TYPICAL SECTION A-A
NOT TO SCALE 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:
.4. O O 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 = 1.74 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 CFtG 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 = 8.47 ACRES REAR SETBACK: 15' �- 2.00% /
......................
TOTAL QUALIFIED OPEN SPACE ACREAGE = 1.26 ACRES MAXIMUM BUILDING HEIGHT: 35' SEWER MERIDIAN PUBLIC WORKS (208) 887-1297
U
o AVERAGE LOT SIZE = 0.44 ACRES
ROLLED CURB PER, / ,\/ \ 5'CONCRETE SIDEWALK
k MINIMUM LOT SIZE = 12,008 SF EXISTING HOME NOTES: ACHD SUPPLEMENTAL / / / / / /\` PER ACHD SUPPLEMENTAL WATER MERIDIAN PUBLIC WOKS (208) 887-1297
NUMBER OF LOTS =21 BUILDABLE LOTS 1. EXISTING HOME TO BE PROVIDED DOMESTIC WATER AND STANDARD DRAWINGS (8")6"MINUS PIT RU \ \ \ STANDARD DRAWING SD-709 DATE:
CE
a +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 March 25, 2024
+5 COMMON LOTS DOMESTIC WELL TO BE ABANDONED IN ACCORDANCE WITH r ASPHALT
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 COMMON 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 (S. NETHERFIELD WY). PP �2
A