HomeMy WebLinkAboutFA-1.0 South Netherfield Way-1-1.0 MERIDIAN CITY APPROVALLl
�� \\ \ \ \\ VERTEX PHASE 2
2758 � \ \
\ \ \ SUBDIVISION / IMPRESSIVE EAST
' // RIDGE SUB N0. 1
//
STA+63.26, 24.50'LT. /j/ // /
DM
2760.01 EX-FOW Partners
/ // / // /
000,10
E LAKE HAZEL RD
\ \ \\ c \\ o \ \\ \ STA+63.26, 29.50'LT. // // /
10000
\ \ \ mac^\ ��2759_ \ \ 2760.11EXBOW
STA+63.27, 16.50'LT. \ \ \STA+70.65,29.50'LT. // //// y ���' 2815 East 3300 South, Salt Lake City, UT 84109
2759.85 EX-TBC 2760.16 BOW / // / //^�'(E / a (801) 305-4670 www.edmpartners.com
ANTICIPATED END OF VERTEX 2 ROADWAY \ \STA+75.65, 24.50'LT.
IMPROVEMENTS: STA+0+63.28 2760.18 BOW
STA+84.38, 38.92'LT.' /�/ /� / VERTEX
STA+63.26, 16.50'RT. / 2755.73 WALL TOP,/ / / / SUBDIVISION
\2759.85 EX-TBC // �/ , / /�/� /i/// �� NO. 1
STA+63.30, 24.50:RT. STA+73.65, 16.50'LT. ^ STA+89.41, 31.69'LT.
2760.01 EX-FOW 2760.04 TBC / /2754.79 WALL BOTT /j i/\\ ° �� E WICKHAM T
STA+63.30, 29.50'RT. \ v ° STA+73.71, 16.50'RT1� / STA+89.37, 30.46'LT. �SSFLOP�
???EX-BOW \\\> �/ p° -2760.04 TBC! \\ / / 2760.43 WALE 0 i���� NEL p,CC
/ - /� GRP / 27' KEEP 1 SCALE: 1" = 20'
SPOT ELEVATION LEGEND STA+70.73, 29.50'RT. \ / / ` - /\ 2755.04 WALLOB_OTTT SITE LOCATIO
2760.18BO�� \ i--s //
STA+75.72, 24.50'RT. STA+23.65, 36.09'LT.
EX EXISTING /'2760.18 BOW / / 2756.45 WALL TOP VERTEX�%% / / / 2753
/ 0 10 20 40 60
STA+84.64, 37.0T RT. o / STA+13.35, 29.08'LT./f / // / / N SUBDIOVIZION
/ 2760.33 WALL TOP OWNER:
TBC TOP BACK OF ROLLED CURB / / 2755.74 WALL TOP \//, \'/ _/ j j �� Dawson Ranch LLC
/ STA+89.62, 29.81' STA+35.31, 29.54'LT. �� f 9
// 2754.76 TBC // / // \\ / '2759.97 BOW"k�/�� s 3s A o GLEY DR
6865 S. Pemberley Pl.
TOA TOP OF ASPHALT / / /\ "STA+29.53, 16.50'LT. - -
Meridian ID 83642
EX. TOP OF BANK / / / - s 6 /
\\ °/ 2759.66 TBC
// / STA+04.29, 30.54'RT. �\\/ / P It // 27 FARR LATERAL Contact:Jarron Langston
BOW BACK OF WALK / / �(
2754.89 WALL BOTT / // /
/j //^ �� i / i/ / ° 5 S/ - , PHONE: (208)724-6239
FOW FRONT OF WALK �� � STA+07.32, 38.34'RT.' / // ��/ / O W4Q
WALL TOP TOP OF WALL ,/ y -27_56 50 WALL TOP / / /
/ STA+50.01, 0.00'LT. STA+11.76, 16.50'LT.
/STA+15.45,29.50'RT. 2759.38 TOA -�
/ ,n 2755.70 TBC
WALL BOTT BOTTOM OF WALL \/�`EX. OE OF BANK ��//�760.25 BOW Si / N
NOTES:
STA+16.72, 16.50'RT. A
2759.95TBC 91,E N ^ �, �, 1. This drawing is considered preliminary unless
affixed with a municipal approval or
\ v� 2+00
E S. NETHERFIELD WAY \ accompanied by a separate approval document.
6,f ►- - } 2. All sanitary sewer improvements shall conform
STA+11.76,0.00'RT. STA+50.0' with the standards and specifications of the
�.� END OF ROADWAY 2755.78 TOA 2753.75 Ti VICINITY MAP City of Meridian.
STA+11.76, 16.50'RT. Y
/ CONSTRUCTION: STA+1+23.34 2755.70 TBC 3. All culinary water improvements shall conform
SEE KEEP WEST IMPROVEMENT MERIDIAN, ID with the standards and specifications of the
PLANS SHEET PP-1.1 FOR SCALE: 1" = 500' City of Meridian.
ROADWAY CONTINUATION 2759
i NOTE: VERTEX 2 SUBDIVISION IS UNDER CONSTRUCTION AT THE TIME OF ISSUANCE OF 4. All improvements in the public right of way
shall conform with the standards and
e n ° THIS PLAN SET. TIE-IN ELEVATIONS ARE BASED UPON FINISH GRADE INFORMATION FOUND specifications all conform of the Ada Count Highway
ON 'VERTEX SUBDIVISION NO. 2" CONSTRUCTION PLANS, DATED MAY, 2021 AND SIGNED y
2759 5/10/2022. District (ACHD) and the Idaho Standards For
Public Works Construction-ACHD Supplement
CONTRACTOR TO VERIFY CURRENT CONDITIONS OF VERTEX SUBDIVISION CONSTRUCTION (ISPWC-ACHD).
AND NOTIFY THIS ENGINEER IF FOUND CONDITIONS (ELEVATIONS, HORIZONTAL 5. All private improvements shall conform to Idaho
LOT 22 ti�5� LOT 21 LOCATIONS, ETC) DIFFER FROM REPORTED CONDITIONS. Standards For Public Works Construction
(ISPWC) standards and specifications.
^mob 6. Contractor to field locate and verify the
horizontal and vertical location of all utilities
prior to beginning work.
2770
^O N C0
O
2765 N m o 2765
co
PVI STA: 2+64.63
STA 0+63.21,VERTEX 2 SUBDIVISION, �
APPROX. E. CAVERN DR. FINISHED GRADE, N PVI ELEV: 2752.02 N
AD: 5.84%
CURRENTLY UNDER CONSTRUCTION. 12
a� M U K: 26.00 W THE KEEP
Ln
CONTRACTOR TO COORDINATE WITH N N m LVC: 151.78 PHASE 2
ADJACENT DEVELOPER AND ACHD. Co Co LOW PT STA: 3+40.51
KEY MAP
2760 ^ LOW PT ELEV: 2751.20 2760
C
\ +_
FA-1.0
SEE KEEP WEST BRIDGE
N �
\ PLANS FOR ROADWAY m w
\ CONTINUATION
J
2755 w / 2755
VERTICAL SCALE: 1" = 5'
ENDIMPROVEMENTS
a STA 1+11.18 EXISTING GRADE @CL
APPROX. PROPOSED CULVERT, EL=2756.06
SEE STRUCTURAL SHEETS 3:1 MAX. - - - - - 0 2.5 5 10 15
2750 �� - - - - - - - - - - - - - - - - - - 2750
APPROVED FOR CONSTRUCTION:
These plans are valid for construction only with the
signature of the design engineer on the line below.
2745 2745
Approved Date
3
v ONAL EN
2740 2740
0+50 1+00 2+00 3+00 14176
° S. NETHERFIELD WAY - FARR LATERAL CROSSING T 10/18/240
STA 0+00 TO 3+40
w HORIZONTAL SCALE: 1" = 20' 6J
R
VERTICAL SCALE: 1" = 5'
c.
0 SHEET INDEX
Farr Lateral
N SHEET NUMBER TITLE g
rossin
South Netherfield Way
FA-1 .0 SOUTH NETHERFIELD WAY PLAN Et PROFILE
•� Plan & Profile
a
FA-1 .1 SOUTH NETHERFIELD WAY UTILITY PLAN Et PROFILE PROJECT DATUM PROJECT:
w DRAWN BY: CRS
FA-2.0 NOTE SHEET 1) ALL CONTOURS ON KEEP PARCEL WERE DERIVED FROM AN OPUS SOLUTION USING PID DL7721 P023 MCCLLAIR_ID2007 REVIEWED BY: ERB
N
CORS GRP AND AJ3346 IDTD IDAHO DOT CORS ARP AS WELL AS GPS OBSERVATIONS AND ARE ON NAVD 88 DATUM. REVISIONS:
5001 STRUCTURAL NOTES 2) PROJECT TEMPORARY BENCHMARK ELEVATION WERE ESTABLISHED BY GPS OBSERVATIONS. No. DATE REMARKS
i~ 5101 CULVERT SECTIONS - TBM #1 = SET SCRIBED "X" AT THE BACK OF THE WALK ANGLE POINT ON THE WEST SIDE OF "EAST RIDGE" SUBDIVISION
ENTRANCE. ± 26.06 SOUTHEAST OF THE WATER VALVE BEHIND THE BACK OF WALK ALONG LAKE HAZEL ROAD, ± 40.70'
S102 CULVERT LAYOUT PLAN SOUTHEAST OF "HUNTER" SPRINKLER CONTROL BOX WEST OF THE MOST WESTERLY ENTRANCE PILLAR, ± 9.85 WEST OF
LAKE HAZEL ROAD AND ROSCH WAY STREET STOP SIGN.
S103 CULVERT FOUNDATION PLAN EL = 2754.97'
k - TBM #2 = SET MAG NAIL AT THE FRONT OF THE WALK ON NORTH SIDE OF LAKE HAZEL ROAD, NORTH OF THE
S104 CULVERT DETAILS NORTHEAST CORNER OF THE PROJECT. ± 9.40' SOUTH OF THE SOUTHEAST CORNER OF THE IRRIGATION BOX, ± 39.43' DATE:
a 5105 REINFORCING DETAILS WING WALL SECTION SOUTHWEST OF THE TELEPHONE RISER NORTH OF THE BACK OF WALK, ± 46' NORTH OF THE CENTERLINE OF LAKE October 9, 2024
HAZEL ROAD.
s~
5106 DETAILS EL = 2745.31' SHEET NUMBER:
W FA�leO
a