HomeMy WebLinkAboutC-PP-1.2 South Netherfield Way MERIDIAN CITY APPROVAL
I� I LOT 18L DM ' A�
�1 --
_ MONITORING WELL Partners
LOT 21 ` LOT 20 --- _ _ _---
� EX. STRUCTURE
°, ° .�_ 2815 East 3300 South, Salt Lake City, UT 84109
STA+30.86, 49.61'LT.
c, W (801) 305-4670 www.edmpartners.com
2750.87 EX-EP I °� ° � _STA+95.73, 44.80'LT. __ --- - � � SGT-3 4 ° ° Z M
1
2750.82 EX-EP
STA+06.84, 16.50'LT. ° i•� a
\ \ \ J STA+19.94, 29.35'LT. _
J I -`� - 2749.06 TBC/HP V W •
_____ - 2749.82 BOW/EP_ � '
---- ---- L - ----- STA+00.49, 29.50'LT. - IOU +00 0.4% W
- ---- 2749.94 BOW/EP 5'SIDEWALK 1CB 6 1 - N
_ ° L�A9 STA+36.62, 16.50'RT.
LANDSCAPING 2749.58 TBC/PC
FLSBa °° ° ° 3 �2749 STA+00.01,0.00'T. 1 SCALE: 1" = 20�
_ -�- � STA+56.26, 16.50'LT. 1 1 2749.52 CWN
4 5'SIDEWALK ° ° ° ° n 1, 2749.36 TBC ' 1 10+00
1 STA+25.94, 16.50'LT. + STA+00.01, 0.00'T. STA+13.48, 16.50'RT. 0 10 20 40 60
I SEE SHEET PP-1.4 FOR STA+72.58, 16.50'LT. STA+22.98 16.50'LT. b% 2749.18 CWN 2749.08 TBC
2751.28 TBC/GB
SPOT ELEVATIONS LANDSCAPING 2750.42 TBC STA+97.45, 16.50'LT. 2749.55 TBC
_ OWNER:
2749.70 TBC STA+06.16, 16.50'RT. °
STA+25.94, 0.00'T. '0 1 _ J� 9+00 2749.07 TBC/GB 2 ° � Dawson Ranch, LLC
2751.36 CWN M bg �! N `6 CB 4J SGT 2 STA+00.01 0.00'T.27$0 ' ' _ CB-5 ° 6865 S. Pemberley Pl.
/ 2750.35 CWN STA+00.01,0.00'T.
M I ® o ^ 8+00 - ° _ Meridian, ID 83642
F - Contact:Jarron Langston
2749.76 CWN MONITORING WELL LANDSCAPIN
0.6% a 7+ u 9 _
m n a d 0.6% _ STA+94.40, 16.50'RT. Phone: 208 724-6239
2749.69 TBC
r STA+00.01,0.00'T. I 5'51DEW ALK -
STA+78.75, 16.50'RT. 2750.93 CWN o
Z I 2750.97 TBC/PC �i 1 STA+79.33, 16.50'RT. I
m CB-3-\ 2750.39 TBC
STA+54.37,27.36'RT.
STA+72.50 16.65'RT. v9
2751.22 TBC 2 LANDSCAPING °
2750.43 TBC
4 LOT 6 NOTES.
5'SIDEWALK ° o ° sue, ° _ _ _ - I 1. This drawing is considered preliminary unless
affixed with a municipal approval or
N SEE SHEET PP-1.4 FOR" I accompanied by a separate approval document.
SPOT ELEVATIONS
N - - 2. All sanitary sewer improvements shall conform
rn 4 / - - I LOT 5 I with the standards and specifications of the
City Meridian.
n � I 3. All culinary water improvements shall conform
= o I with the standards and specifications of the
II City of Meridian.
° STA+53.85, 16.50'LT.3: 2751.04 TBC/PT LOT 4 I 4. All improvements in the public right of way
I I _ shall conform with the standards and
LOT 3 I ------ specifications of the Ada County Highway
District (ACHD) and the Idaho Standards For
Public Works Construction-ACH D Supplement
1 I (ISPWC-ACHD).
5. All private improvements shall conform to Idaho
_ Standards For Public Works Construction
(ISPWC) standards and specifications.
6. Contractor to field locate and verify the
S. NETHERFIELD WAY PLAN horizontal and vertical location of all utilities
prior to beginning work.
PP-1.3
S
N
PP-1.4
e THE KEEP
PHASE 2
2760 2760 6 KEY MAP
.o ^
M 00
^ +
N +
CO
2755 " " 0 2755
N +
m m
00-FINISH GRADE
0.40% C�CL
EXISTING GRADE
2750 -0•58% @cL 2750
APPROVED FOR CONSTRUCTION:
CB-3 - - - - - - - - - - - - - - - - - - - - - - - - These plans are valid for construction only with the
CB-b signature of the design engineer on the line below.
CB-4 CB-5
2745 2745
a
Approved Date
3
v
� 2740 2740 ONAL
6+00 7+00 8+00 9+00 10+00 11+00
N 14176
N S. NETHERFIELD WAY PROFILE N 12/19/24p
� � z �
aq TF OF
HORIZONTAL SCALE: 1" = 20' 'QD R . 6
VERTICAL SCALE: 1" = 5'
KEYNOTES
Kee West
OINSTALL 3"ROLLED CURB 8 GUTTER, PER ISPWC-ACHD SD-702. SPOT ELEVATION LEGEND p
v O2 INSTALL 5'WIDE DETACHED CONCRETE SIDEWALK PER ISPWC-ACHD SD-709. PC POINT OF CURVATURE Subdivision
O3 INSTALL CONCRETE DRIVEWAY APPROACH PER ISPWC-ACHD SD-710. PT POINT OF TANGENCY South Netherfield Way
INCLUDE PEDESTRIAN RAMP PER ISPWC-ACHD SD-712H. INSTALL TRUNCATED
DOMES PER ISPWC-ACHD SD-712. GB GRADE BREAK RoadwaV Plan & Profile 6+00 to 11+30
A
/ 5 INSTALL 6 VERTICAL CURB 8 GUTTER, PER ISPWC-ACHD SD-701. PROJECT:
"
w O CWN ROAD CROWN ELEVATION DRAWN BY: CRS
N REVIEWED BY: ERB
EP EDGE OF PAVEMENT
REVISIONS:
No. DATE REMARKS
TBC TOP BACK OF ROLLED CURB
i~
BOW BACK OF WALK ELEVATION
v
EX-* TIE TO EXISTING FEATURE
'o
R,
i
k
DATE:
a December 19, 2024
SHEET NUMBER:
a
W PP�le2
a