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PRELIMINARY PLAT FOR
OUTER BANKS SUBDIVISION
SITUATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15,
TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN
-
ENTRATAFARM3 _
SUBDIVISION
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FRANKLIN ROAD
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1-1.11-13 ENGINEERS, INC.
5
ELK VENTURES
8 2.4913431633
SUBDIVISION
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SHEET LIST TABLE
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PROJECT
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SHEET NUMBER SHEET TITLE
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LOCATION
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FRANKLIN RD. -- -- PP-01 BOUNDARY AND PROJECT INFORMATION
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448.45'
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89231 SF
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192.1'
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49635 SF
110.4' 167.2'
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402.44'-
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44415 SF
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60.7' 114.0' w176.8' 21.1' I, n
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PP-03 PRELIMINARY SEWER PLAN
PP-04 PRELIMINARY SEWER PROFILES VICINITY MAP
PP-05 PRELIMINARY SEWER PROFILES scALE. 1. l000
PP-06 PRELIMINARY SEWER PROFILES BOUNDARY LEGEND
-Subdivision Boundary Line
_ _ _ -Section Line
- - - - Center Line
- Right-of-way Line
- - - Existing Parcel Line
- - - - - - - - - - - -Existing Easement Line
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- Quarter Comer
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45936 SF
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20812 SF 36291 SF
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31 139 SF
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1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM.
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2. ALL DRIVEWAYS PROPOSED IN THIS DEVELOPMENT ARE PRIVATE DRIVES AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS FOR
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PRIVATE ROAD 110.4'
242.1'
8.3' 105.6' 1982'
\. 202.4'
PRIVATE DRIVES WITH A MINIMUM GRADIENT OF 0.40%.
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PRIVATE ROAD
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3. LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 17 AND 18, BLOCK 1 ARE COMMERCIAL LOTS. LOTS 19. 20, 21 AND 24, BLOCK 1 ARE MULTI FAMILY
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RESIDENTIAL LOTS. LOTS 22, 23, 25 AND 26 ARE COMMON AREA LOTS TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
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4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES.
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5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION.
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6. A PRESSURIZED IRRIGATION SYSTEM SHALL BE CONSTRUCTED TO THE CITY OF MERIDIAN STANDARDS AND SHALL BE MAINTAINED AND OPERATED BY THE
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HOMEOWNERS ASSOCIATION.
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7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, -NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR
EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE
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SURROUNDING NONAGRICULTURAL
ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN WHEN THE OPERATION,
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ONE (1) YEAR, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME
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IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT
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SHEPP-02,
OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.-
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63.6
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SHEET PP-03
8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN.
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9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN..
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10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PROTECTED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
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11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT' THE PROJECT AND ARE IDENTIFIED ON THE PLAN. THESE LOTS SHALL BE OWNED AND MAINTAINED BY THE
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HOMEOWNERS ASSOCIATION.
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12. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT AT THE TIME OF
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33319 SF
35179 SF
DEVELOPMENT.
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13. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE RE -SUBDIVISION.
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14. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS.
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15. THIS PROPERTY IS IN ZONE X (AREA OF MINIMAL FLOOD HAZARD) SHOWN ON FLOOD INSURANCE RATE MAP NO. 16001CO231J, COMMUNITY PANEL NO. 0231 J,
WHICH BEARS AN EFFECTIVE
78889 SF
1984'
93.0'
m
DATE OF JUNE 19, 2020.
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PRIVATE
ROAD
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- 660.3' 1239.31' 122 363.4' L11 L7 81.8E
- -----
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LINE TABLE
LINE #
DIRECTION
LENGTH
L1
S89' 15'24"E
37.07'
L2
N63'36'40"E
22.68'
L3
S86'57'58"E
7.11'
L4
S0'29'53"E
4.33'
L5
N90'00'00"W
1.24'
L6
S38'29'55"W
45.47'
L7
S49'24'00"E
48.23'
L8
N86'20'46"W
17.00'
L9
S3'39'14"W
58.00'
L10
S86'20'46"E
17.00'
L11
S3'39'15"W
,rill
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SCALE IN FEET
CURVE TABLE
CURVE #
LENGTH
RADIUS
TANGENT
DELTA
CHORD BEARING
CHORD LENGTH
C1
162.04'
7168.00'
81.03'
1'17'43"
SO'27'07"W
162.04'
C2
122.23'
7156.00'
61.12'
0'58'43"
S721'03"W
122.23'
CIVIL ENGINEER DEVELOPER
DARRAL S. MOORE, P.E. ELK VENTURES, LLC
J-U-B ENGINEERS ERIK PILEGAARD
3611 S. ZINTEL WAY 10981 OLANA DRIVE
KENNEWICK, WA 99337 TRUCKEE, CA 96161
509-783-2144 916-425-5858
LAND USE SUMMARY
TOTAL AREA:
36.07
AC.
TOTAL LOTS:
25
LOTS
RESIDENTIAL LOTS:
1
LOTS
CLUBHOUSE LOT:
1
LOT
COMMON AREA LOTS:
2
LOTS
RESIDENTIAL UNITS:
549
UNITS
RESIDENTIAL DENSITY:
15.21
DU/AC
COMMON AREA:
4.74
AC. (13.2%)
EXISTING ZONE:
R-40
& CC
TOTAL SPACES REQUIRED:
1382
SPACES
TOTAL SPACES PROVIDED:
1469
SPACES
CLUBHOUSE SPACES REQUIRED:
32
SPACES
CLUBHOUSE SPACES PROVIDED:
37
SPACES
HANDICAP SPACES REQUIRED:
31
SPACES
HANDICAP SPACES PROVIDED:
46
SPACES
RESIDENTIAL SPACES REQUIRED:
931
SPACES
RESIDENTIAL SPACES PROVIDED:
945
SPACES
COVERED SPACES REQUIRED:
553
SPACES
COVERED SPACES PROVIDED:
520
SPACES
UNCOVERED SPACES PROVIDED:
168
SPACES
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LAND SURVEYOR
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GREGORY G. CARTER, P.L.S.
LL
IDAHO SURVEY GROUP, LLC
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9955 E. EMERALD ST.
BOISE, ID 83704
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208-846-8570
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BOUNDARY
CERTIFICATION
FILE- : 10-20-143_PREPLAT
JUE PROJ.# 10-20-143
DR,,WN BY. MPD
DE';IGN BY.
CIALCKED BY: KHM
I ONE INCH 1
AT FULL SIZE, IF NOT ONE
INCH. SCALE ACCORDINGLY
LA,' T UPDATED: 12/8/2021
SHEET NUMBER:
PP-01
APPROVED
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M23122
PRELIMINARY PLAT FOR
OUTER BANKS SUBDIVISION
SITUATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15,
TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN
ELK VENTURES
2021
VARIES 18.00' 18.00' VARIES
5.00 5.00
0 sW
2% 2%
3" ROLLED CURB ASPHALT 5 CONCRETE
AND GUTTER TYP. SIDEWALK TYP.
TYPICAL PRIVATE STREET WITH NO ATTACHED PARKING
SCALE: N.T.S.
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VARIES VARIES
8.00 8.00
SW SW
2% 2%
3" ROLLED CURB -/ ASPHALT
AND GUTTER TYP.
6' CONCRETE
SIDEWALK
SCALE IN FEET
TYPICAL PRIVATE STREET WITH ATTACHED PARKING
SCALE: N.T.S.
6'
SW . 7.5
5' CONCRETE
SIDEWALK TYP.
6'
VARIES VARIES 7.5' SW
2% 2/%J
ASPHALT J
6" VERTICAL
CURB & GUTTER
COBALT ROAD SECTION
SCALE: N.T.S.
NOTES:
1. CONTOUR DATA IS REFERENCED TO NAVD '88 DATUM.
2. THE EXISTING DITCH IS TO BE PIPED, FILLED IN AND RE -GRADED
3. ALL EXISTING WELLS SHALL BE ABANDONED PER IDWR REGULATIONS
4. ANY FOUND SEPTIC SYSTEMS SHALL BE COMPLETELY REMOVED PER
IDEQ REGULATIONS AND THE AREA RECOMPACTED PER GEOTECHNICAL
REPORT
CJUB
J-U-B ENGINEERS, INC.
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FILE: 10-20-143_PREPLAT
JUB PROJ. # : 10-20-143
DRAWN BY: MPD
DESIGN BY:
CHECKED BY: KHM
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY
LAST UPDATED: 12/8/2021
SHEET NUMBER:
P P-02
APPROVED
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FILE : 10-20-143_PRE
-(
JUB PROJ. # : 10-20-143
DRAWN BY: MPD
SCALE IN FEET DESIGN BY: ###
CHECKED BY: ###
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY
LAST UPDATED: 9/23/2021
SHEET NUMBER:
P P-03
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