HomeMy WebLinkAboutCC - Pre-Plat PRELIMINARY PLAT FOR SAGAFRFRA SUBBIVISION
A FREPLAT OF LOTS 2-3 OF BLOCK 2, ANB LOTS 1 -3 OF BLOCK 3, LINBEF2 VILLAGE SUBBIVISION
AND LOT 1 OF BLOCK 2 , PARAMOUNT POINT SUBBIVISION
SITUATEB IN THE NW 4 ANB NE 4 OF SECTION 25, TOWNSHIP 4 NORTH , RANGE 1 WEST,
BOISE MEFZIBIAN , ABA COUNTY, IBAHO
W.CHINDEN BLVD.
2022 a
10'PUID EASE. 47.00'ROW 10.00'PUID D
33.00'TRC TO TRC EASE.
Legend Notes 5.00' 16.50' z116.50' 5.00'
2.00' 2.00'
Q FOUND BRASS/ALUMINUM CAP 1 1.5% 2% 2% 1.5%
SD-SD PROPOSED STORM DRAIN 1. DEVELOPMENT OF THIS SUBDIVISION SHALL CONFORM TO THE /\
® 5/8"IRON PIN WITH PLASTIC CAP APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT T`i/,
I� I� PROPOSED PRESSURE IRRIGATION /
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® CALCULATED POINT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT AS MODIFIED BY THE CONCRETE SIDEWWALK PER CONCRETE SIDEWWALK PER J
IRR PROPOSED GRAVITY IRRIGATION
® FOUND 5l8"IRON PIN WITH PLASTIC CAP APPROVED PUD. ACHD STD.DWG.SD-709 3"ROLLED CURB PER 3"ROLLED CURB PER ACHD STD.DWG.SD-709 z
PROPOSED EDGE OF PAVEMENT 8• IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE ACHD STD DWG.SD-702 ACHD STD DWG.SD-702
� FOUND 1l2"IRON PIN WITH PLASTIC CAP Er, Ec PROPOSED EDGE OF GRAVEL LINE TABLE
WITH IDAHO CODE 31-3805 (1)(B). THIS SUBDIVISION IS PROVIDED SURFACE
Q SET 1l2"IRON PIN WITH PLASTIC CAP - PROPOSED DITCH CENTERLINE WATER BY THE NORTH SLOUGH LATERAL USERS ASSOCIATION, ALL LOTS LINE DIRECTION LENGTH
-ss ss EXISTING SEWER roe PROPOSED TOP OF BANK SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. A 33/47 Standard Local Street O o 0
W W W EXISTING WATER SECONDARY IRRIGATION SUPPLY SOURCE SHALL BE PROVIDED AND MEET 1 L38 S89°21'24"E 24.31'
roE TOE PROPOSED TOE OF SLOPE
----------- THE CITY OF MERIDIAN REQUIREMENTS.
CABLE EXISTING CABLE PUID EASEMENT PP.1 L39 Soo°00'00"E 11.19, M a p
9. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION
EXISTING CENTERLINE L40 S51°29'34"E 14.36'
- - - - - - - - - EXISTING DITCH 0
EXISTING TREE WITH THE FINAL PLAT WILL BE IN EFFECT FOR THIS SUBDIVISION. 25.00'
10. DIRECT LOT ACCESS TO W. ORCHARD PARK DR. IS PROHIBITED. 12.50' 12.50' L41 N52°45'32"E 14.51'
EG EG EG EXISTING EDGE OF GRAVEL o, EXISTING LIGHT /�5.00'
L42 NOW 3T 57"E 11.09'
11. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF 2% 2%
EP EP EP EXISTING EDGE OF PAVEMENT 0 EXISTING MAILBOX MERIDIAN SEWER SYSTEM. - -- L43 S00°38'36"W 11.87'
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EXISTING FENCE 6"VERTICAL ,
-�s 12. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN CURB NO GUTTER L44 S89°21'24"E 37.01'
EXISTING CONTOUR
E/0 EXISTING FIBER OPTICS / ��- WATER SYSTEM.
?6 CONCRETE VALLEY GUTTER CONCRETE SIDEWALK L45 NOW 38'36"E 12.00'
GAS GAS GAS EXISTING GAS Op PROPOSED CONTOUR 13. STORMWATER FROM THE PUBLIC RIGHT OF WAY WILL BE DISPOSED OF IN
IRR EXISTING GRAVITY IRRIGATION 0 EXISTING SIGN SUBSURFACE SEEPAGE BEDS. ASPHALT PAVEMENT L46 NOW 37'56"E 136.16'
CURVE TABLE
JT JT JT EXISTING JOINT TRENCH 14. THE PARCELS INCLUDE WITH THIS DEVELOPMENT ARE NOT LOCATED L47 N00°34'54"E 102.81'
EXISTING MANHOLE WITHIN A FEMA MAPPED FLOODPLAIN. z5• Private Street (Phase 1 ) CONTACT DMINE
CHIP EXISTING OVERHEAD POWER O 2 L48 N65°45'52"E 100.45' CURVE RADIUS DELTA LENGTH CH. BEARING CH. LENGTH 48-HOURS
PI PI PI EXISTING PRESSURE IRRIGATION n EXISTING FIRE HYDRANT 15. LOTS AND ARE COMMON LOTS FOR PRIVATE STREETS AND L49 S89°22'03"E 46.42' C21 77.19' 055°46'32" 75.14' S39°32'55"W 72.21' BEFORE DIGGING
M ARE SUBJECT
BLANKET TO A BLANKET UTILITY EASEMENT FOR THE CITY OF PP.1
EXISTING STORM 1-800-342-I S5
PROPOSED FIRE HYDRANT MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND L5o S89°22'o3"E 62.09' C22 200.00' 024°52'07" 86.81' N78°11'56"E 86.13'
T r EXISTING TELEPHONE PUBLIC UTILITIES. LOT OWNER'S WITHIN THIS SUBDIVISION HAVE THE 26.00' L51 S89°22'05"E 46.46' C23 160.00' 024°52'05" 69.44' S78°11'55"W 68.90'
vF° EXISTING TELEPHONE&FIBER PROPOSED VALVE PERPETUAL RIGHT OF INGRESS AND EGRESS OVER SAID LOTS AND SAID 13.00' 13.00'
PERPETUAL EASEMENT SHALL RUN WITH THE LAND. SAID LOTS ARE FOR ,`5.00, L52 S89°22'01"E 730.57' C24 240.00' 044°55'48" 188.20' N68°10'03"E 183.42'
TGE TGE EXISTING TOE OF SLOPE ® O PROPOSED SAND AND GREASE TRAP PRIVATE STREETS AND MAINTENANCE FOR SAID LOTS SHALL BE AS
2% 2% L53 N45°42'09"E 344.05' C25 160.00' 042°23'19" 118.37' S66°53'48"W 115.69'
TOB EXISTING TOP OF BANKCONCRETE CURB AND GUTTER 6"VERTICAL
UGP UGP UGP EXISTING UNDERGROUND POWER THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF CURB-NO GUTTER L54 N89°25'01"W 1835.05' C26 28.00' 092°33'09" 45.23' N45°37'58"W 40.47'
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ss ss ss CONCRETE THE PRIVATE STREETS CANNOT BE MODIFIED AND THE HOMEOWNER'S PROPOSED SEWER L55 S00°32'03"W 728.96' C27 28.00' 090°00'00" 43.98' S45°38'36"W 39.60' U O
ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT CONCRETE VALLEY GUTTER CONCRETE SIDEWALK J U)
w w w PROPOSED WATER FE] IRRIGATION BOX OF THE CITY OF MERIDIAN. PRIVATE STREETS SHALL MEET THE MERIDIAN > 0
CITY CODE 11-3F, AS MODIFIED BY THIS PUD. ASPHALT PAVEMENT Lu m Z
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23-5, 36-5 AND 39-5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY 26 Private Street (Phase 2 J U) o
16. LOTS (L-B) 1-1, 9-1, 1-2, 26-2, 1-3, 1-4, 2-4, 8-4, 2-5, 3-5, 4-2, 7-2, 27-2, 36-2, 1-5 � I
-------------------
3 i \ FIRE HYDRANT(E) " W
THE SUBDIVISION HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS. -
17. FRONT, REAR AND SIDE YARD PUID EASEMENT LOCATIONS AND WIDTHS Q
ARE SHOWN SCHEMATICALLY AND WILL BE DETERMINED WITH FINAL '
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N i PRESSURE IRRIGATION NORTH SLOUGH LATERAL
FIRE HYDRANT(E)
SERVICE PROVIDER USERS ASSOCIATION ID62146
LV
DATE: 9-19-22
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PUBLIC ROADWAYS ADA COUNTY HIGHWAY DIST. SHEET NUMBER:
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PROTECTION SERVICES MERIDIAN FIRE/POLICE DEPTS. �
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PROJECT DETAILS
EXISTING ZONING: R-8 (PARCELS 1-5); C-C (PARCEL#6) Q \��5 41-
PROPOSED ZONING: R-8 (PARCELS 1-5); C-C (PARCEL#6) �P�CZ
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QP aa' FIREHYDRANT(E)_ ------------� --�- 11-- ■
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LOT SUMMARY ■ �� `� �, �' ,„ L ' ■ �+
RESIDENTIAL LOT SUMMARY O�G� s
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TOTAL SINGLE FAMILY DETACHED 32 LOTS 32 UNITS � � � � \ .' �'' �� '' \ ' 1 � I ■ �
TOTAL ATTACHED TOWNHOMES 78 LOTS 78 UNITS = �'F9 ` 44
TOTAL MULTI-FAMILY RESIDENTIAL 3 LOTS 29 UNITS / 3o38s44sF _ ' �/ �25 �� o
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RESIDENTIAL BUILDING LOT TOTAL 113 LOTS 139 UNITS ■ - ` �P - - ■ _
COMMON LOT SUMMARY = `� Cr ///� / / z/ / /2g�o ,,G� /0,5.o s'o L 4 11211 Le' - II �r i/N _ s
TOOL SHARE & DOG WASH BUILDING COMMON LOT 3-5 1 LOT 1 UNIT REMOVE EXISTING APPROACH . ' '-'' foE a o, I 1 ■ v
60- i
CLUB HOUSE & POOL (ON MULTI-FAMILY LOT 24-5) 0 LOTS 1 UNIT = ■ _ - /,' a/ /, '- / I F' \ ■
PRIVATE STREETS (COMMON LOTS 4-2, 27-2 & 23-5) 3 LOTS 0 UNITS v■ -- _ _ 225.9'_ _ ° /''/� / _ '�1-5 / i ■
LANDSCAPE COMMON LOTS 15 LOTS 0 UNITS
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COMMON LOT TOTAL 19 LOTS 2 UNITSSO
FIRE HYDRANT(E)
DENSITY SUMMARY: �,' / \, // \\ �/ /' ,' �/ '° / / oo \ I Ili
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TOTAL PROJECT
GROSS RESIDENTIAL BUILDING LOT DENSITY = 7.95 UNITS/AC ,?O >i '/ / '' ' / / oo:r
NET RESIDENTIAL BUILDING LOT DENSITY = 15.89 UNITS AC ��oo' '/ %'/ 4O 140 5 I / b5-------s,.2' ---�- / o �o
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MINIMUM LOT SIZE = 1070 SF 0.02 AC sc / 'i //\tee �°
AVERAGE RESIDENTIAL BUILDING LOT SIZE = 2741 SF 0.06 AC i'9c'F -<�'
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RESIDENTIAL BUILDING LOT AREA = 380955 SF 8.75 AC /,�/ /�G �F �,o/ ,rns sF yo I / 1 I I I I I CONTACT DMINE
COMMON LOT AREA = 243790 SF 5.60 AC /,' � �1/' l ' '' ' 3-4 1
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EXISTING TRAFFIC CALMING O 0 48"GI E i y
� ( ) �O JOB NUMBER:
CO SIMPSON LATERAL S�� I W
W ID62146
I DATE: 9-19-22
QP�P�O �.0 Q P�O\���.(� j SHEET NUMBER:
PRELIMINARY PLAT - PHASE 2 Q
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