HomeMy WebLinkAboutC-PP-1.1 South Netherfield Way MERIDIAN CITY APPROVAL
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VERTEX PHASE 2DM
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Partners
0er- LOT 24 -
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 NFL`° /
FARR LATERAL / / � �e� LOT 23
LOT 21
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2750.87
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�P���PL /� \� 2750.83 2750.86
FG FG LOT 22
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2751.20
SCALE: 1" = 20'
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0 10 20 40 60
° oo STA+29.53, 16.50'LT.
a 2759.80 TBVC END OF ROADWAY N�
1 Dvawson.Ranch LLC
CONSTRUCTION: STA+1+23.34 / 6865 S.
SEE FARR LATERAL CROSSING
2751.06 em er ey
SHEETS FOR ROADWAY SS�� FG SGT 1 Meridian, ID 83642
CONTINUATION lyq� 2752 24 /FG FG 2750.99 �0
2751.20
I Contact:Jarron Langston
STA+18.98, 16.50'RT. STA+82.66, 16.50'LT.� 4'G MONITORING WELL FG z Phone: (208)724-6239
2759.93 TBVC i
5 BEGIN CURB TRANSITION 5'SIDEWALK ° T SIDEWALK
3 2757.60 TBC °
STA+39.28, 16.50'RT. STA+11.76, 16.50'LT. 1 LANDSCAPING
S �q� 2759.62 TBVC ",/,,,.STA+50.01,0.00'LT. W
2755.70 TBC LANDSCAPING CB 2 Z `4 NOTES:
J� �r 2759.38 CWN STA+11.70, 16.50'LT. J
�Fjy �90�� 5 0 2750.42 TBC/GB STA+00.01, 0.00'T. 2750.95 TBC o = 1, This drawing i5 considered preliminary unless
n STA+50.01, 0.00'T. LL
LOT 6 9��r c STA+52.56, 16.50'RT. 0 2750.66 CWN 2750.86 CWN STA+43.95, 16.50'LT. + P rY
BEGIN CURB TRANSITION ( + STA+00.01, 0.00'T. iN S. NETHERFIELD WAY W affixed with a municipal approval or
2759.20 TBC 1�/,1�6• 2+00 2751.95 CWN 3+00 4+00 0 4% 5+00 a 0.4% 6+00 a accom anied b a separate approval document.
s� � � 1.8% 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 2752.39 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 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 5 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 2 STA+12.02, 50.26'RT. horizontal and vertical location of all utilities
LOT 4 LOT 3 2751.06 TBC/PT prior to beginning work.
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S. NETHERFIELD WAY PLAN A
N
2770 PP-1.4
Ln
01
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. 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 10
2755 \ Cie
W / 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
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x 2745 2745
N 14176
NP12/19/24ro
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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 December 19, 2024
SHEET NUMBER:
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