PZ - PP PRELIMINARY PLAT FOR SAGARRA SUBDIVISION
A F2EPLAT J LOTS 2-3 OF BLOCK 2, AND LOTS 9 -3 J BLOCK 3, LINGER VILLAGE SUBE311N/ISION
ANE> LOT 1 OF BLOCK 2, PARAMOUNT POINT SUBEIVISION
SITUATES IN THE NW 4 ANE> NE 4 J SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, FUR
BOISE MEF2IE)IIAN, AE3A COUNTY, IE:)AHO
W.CHINDEN BLVD.
2022 ° �g
10'PUID EASE. 47.00'ROW 10.00'PUID O
EASE.
Legend Notes 33.00'TRCTOTRC
5.00' 16.50' 16.50' 5.00'
2.00' rm
2.00' _ _
Q FOUND BRASS/ALUMINUM CAP 15% 2%
-3nso PROPOSED STORM DRAIN 1. DEVELOPMENT OF THIS SUBDIVISION SHALL CONFORM TO THE � �--
® 5/8"IRON PIN WITH PLASTIC CAP PI PI PROPOSED PRESSURE IRRIGATION APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT J. -
i?�1D�»T�1TilT
CALCULATED POINT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT AS MODIFIED BY THE CONCRETE SIDEWWALKPER A!PER
CONCRETESIDEWWALKPER
PROPOSED GRAVITY IRRIGATIONFOUND 5/8'IRON PIN WITH PLASTIC CAP APPROVED PUD. ACHD STD.DWG.SD-709 3"ROLLED CURB PER 3'ROLLED ACHD STD.DWG.SD-709
EP EP 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 1IR IRON PIN WITH PLASTIC CAP PROPOSED EDGE OF GRAVEL LINE TABLE
Q SET1/2"IRON PIN WITH PLASTIC CAP WITH IDAHO CODE 31-3805(1)(B). THIS SUBDIVISION IS PROVIDED SURFACE
PROPOSED DITCH CENTERLINE WATER BY THE NORTH SLOUGH LATERAL USERS ASSOCIATION,ALL LOTS 33/47 Standard Local Street LINE DIRECTION LENGTH
ss ss EXISTING SEWER roe PROPOSED TOP OF BANK SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. A
w w EXISTING WATER SECONDARY IRRIGATION SUPPLY SOURCE SHALL BE PROVIDED AND MEET 1 L38 S89°21'24"E 24.3V
EXISTING CABLE
TOETOE PP 1 L39 S00°00'00"E 11.19'
PROPOSED TOE OF SLOPE THE CITY OF MERIDIAN REQUIREMENTS. 'y Map
r„6JE .
-------------------- IEASEMENT 9. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION
- - - EXISTING CENTERLINE L40 S51°29'34"E 14.36'
EXISTING TREE WITH THE FINAL PLAT WILL BE IN EFFECT FOR THIS SUBDIVISION. 25.00'
- - - - - - - - -EXISTING DITCH � � 10. DIRECT LOT ACCESS TO W.ORCHARD PARK DR.IS PROHIBITED. 12s0' 12.50' L41 N52°a5'32"E 14.51'
FG Ec FG EXISTING EDGE OF GRAVEL ro; EXISTING LIGHT /�-5.00'
11. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF Lae J 37's7^E 11.os'
-EP-EP-EP-EXISTING EDGE OF PAVEMENT 2 2/
0 EXISTING MAILBOX MERIDIAN SEWER SYSTEM. 6"VERTICAL L43 S00°38'36"W 11.87'
EXISTING FENCE _ 12. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN CURB-NO GUTTERr ,
Z6p0 ��/ EXISTING CONTOUR �11-1-..-
' L44 S8s°21'24"E 37.0'E/ EXISTING FIBER OPTICS ' WATER SYSTEM.
6 CONCRETE VALLEY •`CONCRETE SIDEWALK L45 N00°38'36"E 12.00'
EXISTING GAS 00�/ PROPOSED CONTOUR 13. STORMWATER FROM THE PUBLIC RIGHT OF WAY WILL BE DISPOSED OF IN
las EXISTING GRAVITY IRRIGATION SUBSURFACE SEEPAGE BEDS. ASPHALT PAVEMENT L46 No0°37'56"E 136.16'
EXISTING SIGN CURVE TABLE
EXISTING JOINT TRENCH 14. THE PARCELS INCLUDE WITH THIS DEVELOPMENT ARE NOT LOCATED L47 N00°34'54"E 102.81'
O EXISTING MANHOLE WITHIN AFEMA MAPPED FLOODPLAIN. 25• Private Street (Phase 1) coNracTD#WE
°HP EXISTING OVERHEAD POWER 2 L48 N65°45'52"E 100.45' CURVE RADIUS DELTA LENGTH CH.BEARING CH.LENGTH 48-HOURS
15. LOTS 4-2,27.2 AND 23.5 ARE COMMON LOTS FOR PRIVATE STREETS AND
PI PI PI EXISTING PRESSURE IRRIGATION EXISTING FIRE HYDRANT L49 S89°2Z 03"E 46.42' C21 77.19' 055°46'32" 75.14' S39°32'55W 72.21' BEFORE DK MG
ARE SUBJECT TO A BLANKET UTILITY EASEMENT FOR THE CITY OF PP.1
EXISTING STORM 1-800-342-1585
PROPOSED FIRE HYDRANT MERIDIAN FACILITIES,PRESSURE IRRIGATION,STORM DRAINAGE,AND Lsa s8s°2z'o3"E s2.os' c22 200.00' 024°52'07" 86.81' N78°11'S6"E 86.13'
* * 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'
iF° 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 S89^2Z 01'E 730sT C24 240.00' 04405548" 188.20' N68°10'03"E 183.42'
TOE TOE EXISTING TOE OF SLOPE PROPOSED SAND AND GREASE TRAP
® PRIVATE STREETS AND MAINTENANCE FOR SAID LOTS SHALL BE AS 2% 2% L53 N45°a2'os"E 3aa.o5' c25 160.00' 042°23'19^ 118.37' sss°s3'a8"w 115.69'
T°6 EXISTING TOP OF BANK CONCRETE CURB AND GUTTER PROVIDED FOR IN THE COVENANTS,CONDITIONS AND RESTRICTIONS FOR ---
6"VERTICAL - : L54 N85°25'01"W 1835.05' C26 28.00' 092°33'09" 45.23' N45°37'58"W 40.47'
°c °c 9c-EXISTING UNDERGROUND POWER THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF CURB-NO GUTTER Z
99 99 99 PROPOSED SEWER 0 CONCRETE THE PRIVATE STREETS CANNOT BE MODIFIED AND THE HOMEOWNER'S L55 Soo°32'03"W 728.96' C27 28.00' 090,00,001, 43.98' S45°38'36'W 39.60' U O
ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT CONCRETE VALLEY GUTTER CONCRETE SIDEWALK D
-w • •-PROPOSED WATER ® 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 (wj m Z
16. LOTS 6-5A D395 RE COMMON
LOTS
B O 3-5, AND
27-2,3NE 26' Private Street Phase 2 J U)Q
23-5,36-5 AND 39-5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY ( ) I O 0
•\ FIRE HYDRANT(E) R
THE SUBDIVISION HOMEOWNER'S ASSOCIATION,OR ITS ASSIGNS. W
17. FRONT,REAR AND SIDE YARD PUID EASEMENT LOCATIONS AND WIDTHS PP.1 \ • \ \ `-- -- ---- - - 00 Q
ARE SHOWN SCHEMATICALLY AND WILL BE DETERMINED WITH FINAL \ \I \ \ - U O
PLAT. 4
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PROPOSED TRAFFIC CALMING aai13 sF �\\ W,MALABAR ST. PROPOSED TRAFFIC CALMING //N.� 75.00 - oo "- C/O MICHAEL SLAVIN
ze o oI DEVELOPER MICHAEL@ACCOMPLICE.GROUP s
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VANO G' It 23 50 / o i / 5'MICRO-PATHWAY BOISE,ID 83712
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SIMPSON LATERAL MERIDIAN,ID 83642 c2 m w
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WATER&SEWER Z 0 wa
d / Q a H • CITY OF MERIDIAN a a ❑
m a SERVICE PROVIDER
N I JOB NUMBER:
PRESSURE IRRIGATION NORTH SLOUGH LATERAL J IDB2146
USERS ASSOCIATION
a -'FIRE HYDRANT(E)
SERVICE PROVIDER W
-/ DATE:3-21-22
�J PUBLIC ROADWAYS ADA COUNTY HIGHWAY DIST. SHEET NUMBER:
N PRELIMINARY PLAT - PHASE 1 SCHOOLS WEST ADA SCHOOL DIST. F PP.1
w
0 40 80
PROTECTION SERVICES MERIDIAN FIRE/POLICE DEPTS. N
FEET
PROJECT DETAILS
EXISTING ZONING: R-8(PARCELS 1-5);C-C(PARCEL#6)
FIRE HYDRANT(E)
PROPOSED ZONING: R-8(PARCELS 1-5);C-C(PARCEL#6) J�\'1Q \a� yo+ 1
TOTAL AC RAGE: 761,744 SF 17.49AC Q Gl °o G1/ 1 -- - L-`__
-----` - -
_ i
LOT SUMMARY
RESIDENTIAL LOT SUMMARY yr ■ �PR� / \ y0J \ r bk '
TOTAL SINGLE FAMILY DETACHED 32 LOTS 32 UNITS d O�G �� \ � �/ 24.3 -� G>
TOTAL ATTACHED TOWNHOMES 76 LOTS 76 UNITS S /// \ �• \ % czs °� ` cti° : N
TOTAL MULTI-FAMILY RESIDENTIAL 5 LOTS 38 UNITS cn : // 8-4 ` - GSSJ \ -I-_ :
303e4 SF \ \� �,�� °3S '2580�-_ 1, \- 1�'0� / ■
RESIDENTIAL BUILDING LOT TOTAL 113 LOTS 146 UNITS ■ ----- 12�s' g9'' \r\O G � _--� -{ 1214 ■ J
COMMON LOT SUMMARY ■ \ REMOVE EXISTING APPROACH '2 �/ �i ■
■
TOOL SHARE&DOG WASH BUILDING(COMMON LOT 3-5) 1 LOT 1 UNIT J /' / I ■
CLUB HOUSE&POOL(ON MULTI-FAMILY LOT 24-5) 0 LOTS 1 UNIT S : // , // ; ,�°9z 5F
PRIVATE STREETS(COMMON LOTS 4-2,27-2&23-5) 3 LOTS 0 UNITS -
LANDSCAPE COMMON LOTS 13 LOTS 0 UNITS R ■ -225.9'
- FIRE HYDRANT
COMMON LOT TOTAL 17 LOTS 2 UNITS ■ 6 O
CA�$Np
DENSITY SUMMARY:
O / o / ,
TOTAL PROJECT P�� �Ooo, /i;�i' zz-5
GROSS RESIDENTIAL BUILDING LOT DENSITY= 8.35 UNITS/AC Polo / / ." 595
NET RESIDENTIAL BUILDING LOT DENSITY= 16.30 UNITS/AC
5 MINIMUM LOT SIZE= 1070 SF 0.02 AC °�Fe �h� - 28° '
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AVERAGE RESIDENTIAL BUILDING LOT SIZE= 2672 SF 0.06 AC /,� + /� IeP ' "
,��. � '�� I 3-4o II 48-HOURS
RESIDENTIAL BUILDING LOT AREA= 390178 SF 8.96 AC / . ��� / ` / 4661 SF EEFOFIE
49-5
COMMON LOT AREA= 234567 SF 5.38 AC . W
2as / 2 1-800-342-1585
ROW AREA(NEW)= 114655 SF 2.63 AC / , z-� �� /
2
ROW AREA(EXISTING BERGMAN ROW INCLUDED IN PLAT) 22344 SF 0.51 AC �Q�/� 2-5 % 5 1 J�
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