HomeMy WebLinkAboutC-3.0 Site Improvements MERIDIAN CITY APPROVAL
15.00' FARR LATERAL CROSSING NOTES:
15.00' 1 . THE SCOPE OF THIS PLAN SET DOES NOT INCLUDE
15.00' CONSTRUCTION INFORMATION FOR THE ROADWAY CROSSING
(7.5'/STORY) OF THE FARR LATERAL. PLEASE REFER TO THE CONCURRENT Partners
15.00'
PLAN SET, "KEEP WEST SUBDIVISION FARR LATERAL CROSSING
25.00- AT S. NETHERFIELD WAY PLAN SET". THIS PLAN SET WILL BE
15.00' (COLLECTOR) 2815 East 3300 South, Salt Lake City, UT 84109
20.00' REFERRED TO AS "FARR CROSSING PLANS" WITHIN THIS PLAN
(LOCAL) SET. (801) 305-4670 www.edmpartners.com
�
2. THIS PLAN SET DOES INCLUDE THE DESIGN AND
r ti
CONSTRUCTION INFORMATION FOR THE INSTALLATION OF
MINIMUM SINGLE FAMILY SETBACK DETAIL THE POTABLE WATER MAIN CROSSING OF THE FARR LATERAL
NOT TO SCALE AND CONNECTION TO THE ADJACENT VERTEX PHASE 2
SUBDIVISION WATER MAIN. SCALE: 1" = 80'
/ THE KEEP I I I I I INSTALL FENCING
PHASE 1 I I I I I I 3. AT THE TIME OF THIS PLAN SETS ISSUANCE, THE VERTEX
I I I I I I THE KEEP
AT COMMON LOT LINE, WIDEN IRRIGATION
BLOCK 1 I I I I I I I SEE LANDSCAPE PLAN I i PHASE 1 i i ACCESS ROAD, 16' MIN., 1 I GRIMMETT LATERAL TO BE PIPED, PHASE 2 SUBDIVISION IS CURRENTLY UNDER CONSTRUCTION. 0 40 80 160 240
I I I I I I I BLOCK 3 SEE DETAIL. / CONTRACTOR TO FIELD VERIFY AND COORDINATE TIE-IN
FOR DETAIL I I I SEE SHEETS C 6.1 THROUGH C 6.3 / OWNER:
14 I I 15 I I 16 I ` I 17 I I 16 15 I I 14 I 13 I I 12 I I 11 / 1 INFORMATION PRIOR TO INITIATING CONSTRUCTION. Dawson Ranch, LLC
CENTERLINE OF / / I 1 I I I I 1 - - - - - _ - - - - - - _
_ - - - - - - - - - - �r .
8 5 Pem er ey P
GRIMMETT LATERAL TO /
/ / 13 _ _ _ -I _ - - "- ------ u _ IMMEDIATELY SHOULD VERTEX PHASE 2 AS-BUILT CONDITIONS Meridian, ID 83642
REMAIN OPEN DITCH _ Y - a
12 ' / - - __- - DIFFER FROM WHAT IS REPRESENTED ON THESE PLANS. Contact: Jarron Langston
_ _ / - - - �ATERA� o Phone: (208)724-6239
u- GRIMMETT _ - 4. CONTRACTOR TO NOTIFY VERTEX DEVELOPER AND
_ a N
-� N - _ � u a U r• � / ��� - LANDOWNERS ADJACENT TO FARR LATERAL OF PLANNED
a I N PROPOSED GRIMMETT
- o a M oao N o M o 00 L0 M o a ,-'� CONCRETE JUNCTION BOX CONSTRUCTION TWO (2) WEEKS PRIOR TO STARTING
qq-----V N CO N I U00
-- ---, -- un � O �� w I I o CONSTRUCTION. NOTES:
CS 1-
---
N - 33.00' - . •. - �� PLP� LEGEND 1. This drawingis considered preliminary unless
a I
a ) affixed with a municipal approval or
n � � (TBC-TBC � F
EX. SLOPE EASEMENT N S. NETHERFIELD WAY
o
/ WA -- ® o - - ® COMMON DRIVE (PRIVATE) ss 55 SDR 35 PVC SANITARY SEWER accompanied by a separate approval document.
=;� I a NETHERFIELD Y ® / 2. All sanitary sewer improvements shall conform
\ ssl ) EXISTING SANITARY SEWER
:i.l 43.35'- -C7_ _ _ _ .. • • • _ _ � � with the standards and specifications of the
EX. 10' / - COVERED PAVILION, ®- --- ® SANITARY SEWER MANHOLE City of Meridian.
o SEEPAGE BED#2
MULTI USE SEE LANDSCAPE u 3. All culinary water improvements shall conform
SEE SHEET C 5.3 i. 0.0 AC
PATHWAY PLAN FOR DETAILS M r1 PROPOSED SEWER SERVICE with the standards and specifications of the
� EXISTING STRUCTURES N
END OF ROADWAY t CONSTRUCTION City of Meridian.TO BE PROTECTED ',, O �� W w PVC C-900 WATER LINE
_ / THESE PLANS. SEE FARR CROSSING 4. All improvements in the public right of way
PROPOSED DRIVEWAY , a
1 SEEPAGE BED F5. u \y'• cv SHEETS FOR CONTINUATION w (w) EXISTING WATER LINE shall conform with the standards and
I =• I � I� SEE SHEET C-5.3 FOR EX. HOUSE R\ o a �ti';�•• N � �' �'
25.09' LANDSCAPE BUFFER I I 00 u \\ specifications of the Ada County Highway
V U p N r4 Q \ WATER SERVICE, SINGLE Et DOUBLE
a a �� o 0 SEEPAGE BED #1 TEMPORARY FIRE TURN AROUND
District (ACHD) and the Idaho Standards For
r, I \�\ N N 'n \ PER IFC SECTION D103. SEE
� I o SEE SHEET C 5.3 QpLE SPORTS COURT �a �o� c' WATER VALVE,TEE Et BEND Public Works Construction-ACHD Supplement
," FENCE TOI ENS (PICKLEBALL) SITE NOTES THIS SHEET. (ISPWC-ACHD).
.•'• ':' REMAIN OQ FIRE HYDRANT 5. All private improvements shall conform to Idaho
LL_ AMENITY, SEE G -sib p p
^: ® LANDSCAPE PLAN �� EXISTING FIRE HYDRANT Standards For Public Works Construction
w w u 11o.7z' FOR DETAILS O (ISPWC) standards and specifications.
NQ C Q b n Q 9 / i�� PROPOSED FENCING, (ir) EXISTING GRAVITY IRRIGATION(GI)LINE 6. Contractor to field locate and verify the
_ SEE LANDSCAPE PLAN VERTEX PHASE 2 horizontal and vertical location of all utilities
w o \ O �' i' FOR DETAILS EXISTING PRESS. IRRIGATION(PI)LINE
a \� � SUBDIVISION prior to beginning work.
w I 1 u / '� C-900 PVC PRESS. IRRIGATION (PI)LINE
20' EMERGENCY ACCESS, SEE a PI SERVICE Et METER
DETAIL. INSTALL FIRE N I o l D4 b PI VALVE,TEE a BEND
DEPARTMENT APPROVED o u
BOLLARDS. COORDINATE \\ ® / / M / / PROPOSED STREET LIGHT
WITH MERIDIAN FIRE \� / o 'FP��\•P� YYC SURVEYOR
DEPARTMENT. SEEPAGE BED #4, / EXISTING STREET LIGHT
I , SEE SHEET C-5.3 / COMPASS LAND SURVEYING PLLC
Q / i lan) lo�� EXISTING OVERHEAD UTILITY 623 11TH AVE SOUTH
71 Ln r < U Q / ASTM F2881 STORM DRAIN NAMPA, ID 83651
O Q Q _ - - - - - _ (208)6082510
REMOVE DRIVEWAY o o N N p - EXISTING STORM DRAIN CONTACT:
APPROACH AND REPLACE o
WITH PAVERS. MATCH SD COMBOBOX,CB Et CO (S) RICHARD GRAY, PLS
PROPOSED STORM WATER
PAVERS TO EXISTING (TYP.) SAND Et GREASE TRAP
°° LANDSCAPE ARCHITECT
I U PROPOSED STORM SEEPAGE BED STACK ROCK GROUP
M Q i PROPOSED GROUNDWATER
r � iC COMMON DRIVEWAY OBSERVATION WELL 404 S. 8TH ST., SUITE 154
o / BOISE, ID 83702
25.03' EXISTING FENCE (208)716-4787
VERTEX PHASE 1 -x-x-x-x-x-x- DEMO FENCE CONTACT:
LANDSCAPE BUFFER / SUBDIVISION (LA)JESSE BUSTER
E] E] � PROPOSED FENCE
EX. 10' / EXISTING MAJOR CONTOUR
MULTI-USE � APPROVED FOR CONSTRUCTION:
PATHWAY These plans are valid for construction only with the
NOTES: BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A signature of the design engineer on the line below.
1. A TEN (10) FOOT WIDE PERMANENT EASEMENT FOR DRAINAGE, PRESSURE IRRIGATION Et PUBLIC NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
/ UTILITIES IS HEREBY DESIGNATED ALONG THE EXTERIOR BOUNDARY AND REAR LOT LINES (UNLESS OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.
DIMENSIONED OTHERWISE) AS SHOWN ON THE FINAL PLAT. NO PERMANENT STRUCTURES OTHER 7. DIRECT LOT OR PARCEL ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED.
THAN THOSE FOR PUBLIC UTILITIES, PRESSURE IRRIGATION OR DRAINAGE PURPOSES ARE TO BE 8• SETBACKS SHALL BE AS OUTLINED IN THE SUBDIVISION CCEtR'S AND COMPLY WITH THE CITY OF Approved Date
ERECTED WITHIN THE LIMITS OF SAID EASEMENT AREAS. MERIDIAN BUILDING CODE FOR R-2.
2. A FIVE (5) FOOT WIDE PERMANENT DRAINAGE, PRESSURE IRRIGATION Et PUBLIC UTILITIES EASEMENT IS 9. STREET SECTION TO BE AN ACHD STANDARD 4T RIGHT-OF-WAY AND 3T STREET SECTION WITH 2'
3 / NOTES TO CONTRACTORS:
HEREBY DESIGNATED ON EACH SIDE OF INTERIOR LOT LINES UNLESS DIMENSIONED OTHERWISE AS CONCRETE ROLLED CURB. SEE DETAIL. 1. BRICK PAVERS TO BE RATED FOR 75,000-LB, HS-20 LOADING.
1 10. ALL EXISTING FENCES ALONG THE BOUNDARY SHALL REMAIN, OR BE REPLACED WITH EQUAL OR 2. PAVERS SHALL NOT BE INSTALLED UNTIL THE UPSLOPE AND NG
/ SHOWN ON THE FINAL PLAT. NO PERMANENT STRUCTURES OTHER THAN THOSE FOR PUBLIC CONCRETE EDGE RESTRAINT(1.0'WIDE AND ONAL F
/ UTILITIES, IRRIGATION OR DRAINAGE PURPOSES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID BETTER. ADJOINING AREAS ARE STABILIZED. MIN. 0.66'DEEP),TOP OF CURB ELEVATION rFR 111
11. THE NORTHERN HALF OF THE GRIMMETT LATERAL WILL BE LEFT IN PLACE AND THE SOUTHERN HALF #8 AGGREGATE IN OPENINGS-WASHED TO MATCH ADJACENT PAVERS AND �Q FF
EASEMENT AREAS. 3. GEOTECHNICAL ENGINEER IS REQUIRED TO PROVIDE
/ WILL BE PIPED, GENERALLY. A 25-FT WIDE PERMANENT BOISE PROJECT BOARD OF CONTROL BPBC FRACTURED AND OPENGRADED PAVEMENT. CURB TO RUN THE PERIMETER
E ,M1 / 3. THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURE IRRIGATION ( ) DOCUMENTATION OF THE INSTALLED STRUCTURAL BEARING OF OF PAVERS EXCEPT WHERE PAVERS ARE 14176
_ SYSTEM TO BE OWNED AND MAINTAINED BY THE KEEP WEST SUBDIVISION HOMEOWNERS ASSOCIATION EASEMENT, AND A 10 FT WIDE PUBLIC UTILTIES, DRAINAGE, AND PRESSURE IRRIGATION EASEMENT BRICK PAVER, 3$'THICK,MIN. THE PAVERS. ADJACENT TO CONCRETE SIDEWALK.
O (HOA). ADJACENT TO THE SAID 25-FT BPBC EASEMENT IS HEREBY DESIGNATED ALONG THE WESTERN PAVER COLOR SELECTION PER N�12/19/24>z �
o / LANDSCAPE PLAN 9 P
M 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND EXTERIOR BOUNDARY AS SHOWN ON SHEETS 1 AND 2, AND DETAILED ON SHEET 2 OF THIS PLAT. NO ASPHALT PAVEMENT SECTION/SIDEWALK. TF OF 0 SUBDIVISION REGULATIONS REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS PERMANENT STRUCTURES, OTHER THAN THOSE FOR PUBLIC UTILITIES, DRAINAGE, OR PRESSURE 2"BEDDING COURSE- 1/4"-3/8" 9l�� R gWASHED FRACTURED
SPECIFICALLY APPROVED AND OR REQUIRED. ALL LOTS SHALL MEET THE MINIMUM DIMENSIONAL IRRIGATION PURPOSE ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENT AREAS. THE PIPING OPEN GRADED STONE#8
STANDARDS AS REQUIRED IN THE CITY OF MERIDIAN CITY ZONING ORDINANCE. OF THE GRIMMETT LATERAL HAS BEEN DISCUSSED WITH BPBC AND APPROVED IN CONCEPT, PROVIDED AGGREGATE 0.76'
THAT THE PIPED LATERAL IS HOUSED IN A 40-FT EASEMENT CENTERED ON THE PIPE. THE PROPOSED 4"BASE COURSE-3/4"WASHED PAVER
v r ryry 5. THE DEVELOPMENT OF THE LOTS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE CITY OF ,'
v >:'1 MERIDIAN DEVELOPMENT CODE. 25 FT BPBC EASEMENT ALONG WITH THE EXISTING 15 FT BPBC EASEMENT IN THE KEEP PHASE 1, FRACTURED OPEN GRADED SECTION Keep West
° 6. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT TO FARM ACT, WHICH MEETS THIS REQUIREMENT. sroNE#57 AGGREGATE
12. A LICENSE AGREEMENT WILL BE PUT IN PLACE WITH THE BPBC WITH REGARD TO ACCESS AND - - I I-I -I _ - I- - I =-IW_!! -I
STATES: 'NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE I 1=1 I 1=1 11-11 1=1 I 1=1 11-11 =1I1=1I1=1I1=1I I-I I1-1I1-1I1=1I1-
N I I ~ I OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE MAINTENANCE OF THE GRIMMETT AND FARR LATERALS. -III-III-III-III-III-II1=1I1=1I1=1IElIElIEl11=111=1II-II Subdivision
SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN I1-111-111-111-11I-11I-III=III=III=11I-11I-1I1=111=111-111-
; 1 V ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT TYPICAL PAVER SECTION Site I Improvements NOT TO SCALE p
PROPOSED ZONING: R-2 COMMON LOT NOTES:
Q EXISTING ZONING: RUT (ADA COUNTY) 1. COMMON LOTS TO BE OWNED AND MAINTAINED BY THE KEEP WEST 59.0' PRO ECT:
SUBDIVISION HOA. J
TOTAL PLAT ACREAGE = 15.76 ACRES TOTAL SECTION 3 DRAWN BY: CRS
a R-2 ZONING REQUIREMENTS: 2. COMMON LOT 6 OF BLOCK 3 IS SUBJECT TO A BLANKET EASEMENT 16.0' PUE 0 0 16.0' PUE
N MIN. LOT AREA: 12,000 SF FOR THE COMMON DRIVE TO PROVIDE ACCESS FOR LOTS 5 Et 7 OF 8.0' IPCO 8.0'ACHD 8.0' ACHD 8.0' IPCO REVIEWED BY: ERB
PROPOSED: 47.0' ROW
BLOCK 3. EASEMENT EASEMENT EASEMENT EASEMENT REVISIONS:
PUBLIC ROAD ACREAGE = 1.74 ACRES MIN STREET FRONTAGE: 80' 3. COMMON LOTS ARE ALSO SUBJECT TO BLANKET UTILITY EASEMENTS 33.0' TBC TO TBC
5.0' 8.0' 2.0' 2.0' 8.0' 5.0' No. DATE REMARKS
FRONT SETBACK: 20' LOCAL (25' COLLECTOR) FOR PRESSURE IRRIGATION, STORM DRAINAGE, AND PUBLIC UTILITIES 29.0' PAVEMENT
v ROW DEDICATION = 0.49 ACRES SIDEWALK PLANTER CEtG 14.5' PAVEMENT ' PAVEMENT CEtG PLANTER SIDEWALK
EXISTING HOUSE ACREAGE = 1.48 ACRES
SIDE SETBACK: 7.5' PER STORY AND SERVICES. 2.0' 1.0' 1.0'14.5 2.0'
REAR SETBACK: 15'TOTAL LOT ACREAGE = 8.47 ACRES EMERGENCY ACCESS NOTES: f- 2.00% 2.00%
x TOTAL MAXIMUM BUILDING HEIGHT: 35'.QUALIFIED OPEN SPACE ACREAGE = 126 ACRES
Q 1. EMERGENCY ACCESS TO BE 20' PAVERS WITH 75 000 LB LOADING (2')3"ROLLED CURB PER 5'CONCRETE SIDEWALK
AVERAGE LOT SIZE = 0.44 ACRES TOLERANCE. EMERGENCY ACCESS TO HAVE FIRE DEPARTMENT \ ACHD SUPPLEMENTAL ER ACHD SUPPLEMENTAL
° EXISTING HOME NOTES: APPROVED BOLLARDS RESTRICTING PUBLIC VEHICULAR ACCESS. STANDARD DRAWINGS STANDARD DRAWING SD-709
MINIMUM LOT SIZE = 12,008 SF SD-702
� 1. EXISTING HOME TO BE PROVIDED DOMESTIC WATER 2. TEMPORARY FIRE ACCESS TURNAROUND TO COMPLY WITH IFC �� � � .(2.5")SP-3,PG 58-28,0.5"
NUMBER OF LOTS =21 BUILDABLE LOTS FIGURE D103.1 IN ALL REGARDS AND DIMENSIONS. TURNAROUND (1/2)MIX ASPHALT DATE:
AND SANITARY SEWER SERVICES. EXISTING SEPTIC TO UTILIZE EXISTING IRRIGATION ACCESS GRAVEL ROAD WHICH
Q +1 EXISTING HOUSE LOT SYSTEM AND DOMESTIC WELL TO BE ABANDONED IN WILL BE IMPROVED, AS NECESSARY, TO MEET FIRE ACCESS COMPLYINIG WITH ISPWC PWC SECTION 801 CRUSHED AGGREGATE PER CTURAL SUBBASE, (4"MIN.)3/4"MINUS December 19, 2024
+6 COMMON LOTS
v 3 IN OR 6 IN UNCRUSHED AGGREGATE. ' ISPWC SECTION 802 TYPE 1 SHEET NUMBER:
ACCORDANCE WITH ALL APPLICABLE CODES. SEE REQUIREMENTS. UPON CONTINUATION OF ROAD, TURNAROUND 47 RI HT- F-WAY R LLED CURB STREET
+4 IRRIGATION EASEMENT WILL BE REMOVED FROM OPEN SPACE LOT 24 AND MAX. MATERIAL DIAMETER CANNOT BE COMPACTED SUBGRADE TO COMPLY WITH
a UTILITY NOTE, SHEET C-1.1. >2/3 THE COMPONENT THICKNESS SECTION GEOTECHNICAL REPORT(ATLAS B2227559)
COMMON LOTS RIGHT-OF-WAY ROAD SECTION WILL BE BROUGHT TO DESIGN NOT TO SCALE
q 2. EXISTING HOME DRIVEWAY ACCESS TO BE FROM STANDARD. ADDENDUM#1 PAVEMENT SUBGRADE
PREPARATION
PUBLIC STREET. C �390
A