HomeMy WebLinkAboutC-PP-1.1 South Netherfield Way-1-PP MERIDIAN CITY APPROVAL
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VERTEX PHASE 2D M
�\ SUBDIVISION
ESTIMATED END OF VERTEX 2 ROADWAY
IMPROVEMENTS: STA+0+63.21 / / \0/ �''/ MONITORING WELL 2815 East 3300 South, Salt Lake City, UT 84109
SEE FARR LATERAL CROSSING SHEETS °/ / �' (801) 305-4670 www.edmpartners.com
FOR ROADWAY IMPROVEMENTS OVER \a�L` / '' LOT 37
FARR LATERAL / / \0� �'
LOT 35
SB#1
2750.87
\°/ / FG
2750.83 2750.86
FG FG LOT 36
2751.20
SCALE: 1" = 20'
FG
0 10 20 40 60
° oo STA+29.53, 16.50'LT.
1 2759.80 TBVC Daw Dawson Ranch LLC
a END OF ROADWAY N� 7
CONSTRUCTION: STA+1+23.34 / 6865 S. emer ey
SEE FARR LATERAL CROSSING
\ 2751.06 SGT-1
SHEETS FOR ROADWAY FG - Meridian, ID 83642
CONTINUATION / �, �q� 2752.24 2751.20 Contact:Jarron Langston
FG I
FG 2750.99 00 z Phone: (208)724-6239
STA+18.98, 16.50'RT. 74'G MONITORING WELL FG
2759.93 TBVC i STA+82.66, 16.50'LT.
5 BEGIN CURB TRANSITION 5'SIDEWALK ° 5'SIDEWALK
3 2757.60 TBC °
STA+39.28, 16.50'RT. STA+11.76, 16.50'LT. 1 LANDSCAPING
S <7 2759.62 TBVC STA+50.01,0.00'LT. 2755.70 TBC LANDSCAPING 14CB-2
r� Uj
1.- 2759.38 CWN STA+11.70, 16.50'LT.� J N NOTES:
�F)y C9A/ 5 0 2750.42 TBC/GB
STA+50.01, o.00'T. STA+00.01, 0.00'T. 2750.95 TBC
y ti n Ln 6 2 1. This drawing is considered preliminary unless
l,� C STA+52.56, 16.50'RT. � � STA+43.95, 16.50'LT. + ,-
0 2750.66 CWN 2750.86 CWN
BEGIN CURB TRANSITION � + STA+00.01, 0.00'T. C; S. NETHERFIELD WAY
U w affixed with a municipal approval or
2759.20 TBC (i�i11 6. 2+00 N 2751.95 CWN 3+00 4+00 0.4 5+00 a 0.4% 6+00 a ~ W accompanied b a separate approval document.
a� � � 1.8i I Q N P Y P PP
1 I � 2. All sanitary sewer improvements shall conform
STA+11.76, 0.00'RT. STA+50.01, 0.00'T. STA+00.01, 0.00'T. 2751.26 CWN with the standards and specifications of the
2755.78 CWN 2753.75 CWN o 2750.55 CWN STA+42.40, 16.50'RT. STA+75.27, 16.50'RT. STA+00.01, 0.00'T. Cityof Meridian.
STA+11.76, 16.50'RT. STA+82.48, 16.50'RT. ,.;
2755.70 TBC STA+89 TBC 2750.54 TBC 2751.07 TBC/PC I
3. All culinary water improvements shall conform
-CB-1 with the standards and specifications of the
LANDSCAPING 1 N:STA+11.68, 16.50'RT. 2 LANDSCAPING I City of Meridian.
2750.42 TBC/GB 4. All improvements in the public right of way
I shall conform with the standards and
p ° ° T SIDEWALK ° 5'SIDEWALK ° 4 specifications of the Ada County Highway
° STA+00.47, 26.23'RT. District (ACHD) and the Idaho Standards For
2751.18 TBC Public Works Construction-ACHD Supplement
° ° ,e (ISPWC-ACHD).
5. All private improvements shall conform to Idaho
LOT 22 SEE SHEET PP-1.4 FOR Standards For Public Works Construction
SPOT ELEVATIONS (ISPWC) standards and specifications.
6. Contractor to field locate and verify the
LOT 19 STA+12.02, 50.26'RT. horizontal and vertical location of all utilities
LOT 21 LOT 20 2751.06 TBC/PT prior to beginning work.
g
S. NETHERFIELD WAY PLAN A
N
2770 PP-1.4
Ln
01 NR
o0' PVI STA: 1+54.29 ,^, THE KEEP
N PVI ELEV: 2759.66 N
Is KEY MAP
ij a w AD: 5.92% w
� 10 o j K: 10.00 >
2765 0 N + NCO
+ m LVC: 59.22 2765
N � tm7 HIGH PT STA: 1+24.68 N N
HIGH PT ELEV: 2759.95 , PVI STA: 2+64.63 L,
Lli STA 0+63.21,VERTEX 2 SUBDIVISION, N PVI ELEV: 2752.02 N
w APPROX. E. CAVERN DR. FINISHED GRADE, AD: 5.84% ;
CURRENTLY UNDER CONSTRUCTION. Ln M K: 26.00 j
CONTRACTOR TO COORDINATE WITH N N m LVC: 151.78
ADJACENT DEVELOPER AND ACHD. m Co LOW PT STA: 3+40.51
2760 1.73%I 1.00% 1 1.04% -1 �% ^ LOW PT ELEV: 2751.20 2760
IN, 00
SEE KEEP WEST BRIDGE u
\ PLANS FOR ROADWAY 6'9 m "' U o Lan °O
\ CONTINUATION o o
2755 \ Cie
W10
Ln
/ 2755 APPROVED FOR CONSTRUCTION:
g These plans are valid for construction only with the
a END IMPROVEMENTS EXISTING GRADE FINISH GRADE signature of the design engineer on the line below.
APPROX. PROPOSED CULVERT, STA 1+11.18 01 @CL @CLEL=2756.06
SEE KEEP WEST BRIDGE PLANS 3:1 MAX.
0.
2750 ` _ - - - - - -0.40% _ _ _ _ _ _ _ _ _ _ _ _ - - - - - 2750 Approved Date
CB-1
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CB-2
v
ONA L
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x 2745 2745
N 14176
N�10/18/24�0 44/
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2740 2740
0+50 1+00 2+00 3+00 4+00 5+00 6+00
Keep West
S. NETHERFIELD WAY PROFILE
N HORIZONTAL SCALE: 1" = 20' SPOT ELEVATION LEGEND Subdivision
KEYNOTES VERTICAL SCALE: 1" = 5'
FG FINISH GRADE South Netherfield Way
OINSTALL 3"ROLLED CURB&GUTTER, PER ISPWC-ACHD SD-702. GL GUTTER LIP Roadway Plan & Profile 1+00 to 6+00
A O INSTALL 5'WIDE DETACHED CONCRETE SIDEWALK PER ISPWC-ACHD SD-709. PROJECT:
w GB GRADE BREAK DRAWN BY: CRS
O3 INSTALL CONCRETE DRIVEWAY APPROACH PER ISPWC-ACHD SD-710. REVIEWED BY: ERB
N CWN ROAD CROWN ELEVATION REVISIONS•
O INCLUDE PEDESTRIAN RAMP PER ISPWC-ACHD SD-712H. INSTALL TRUNCATED
a DOMES PER ISPWC-ACHD SD-712. No. DATE REMARKS
EP EDGE OF PAVEMENT
INSTALL 6"VERTICAL CURB Et GUTTER, PER ISPWC-ACHD SD-701.
a TBC TOP BACK OF ROLLED CURB
v
TBVC TOP BACK OF VERTICAL
v CURVE
'o
EX-* TIE TO EXISTING FEATURE
k
DATE:
a October 14, 2024
SHEET NUMBER:
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