HomeMy WebLinkAboutC-PP-1.2 South Netherfield Way-2-PP MERIDIAN CITY APPROVAL
I
I� I LOT 33 DM
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�l -- Partners
LOT 35 I _-- MONITORING WELL -1
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EX. STRUCTURE 2 4, ° I
2815 East 3300 South, Salt Lake City, UT 84109
STA+30.86, 49.61'LT. �_ W (801) 305-4670 www.edmpartners.com
2750.87 EX EP ° _�
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STA+95.73, 44.80'LT.
2750.82 EX EP
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STA+06.84, 16.50'LT.
J -- - STA+19.94, 29.35'LT.
J _ 2749.06 TBC/HP V W •
- STA+00.49, 29.50'LT. 2 9.82 B0 IOU 0 4% W
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_ ---- _ 2749.94 BOW/EP 5 SIDEWALK CB-6 0 11+0
.L�lt9 STA+36.62, 16.50'RT.
_ _� � - LANDSCAPING 2749 STA+00.01,0.00'T. 2749.58 TBC/PC
_ ° 3°° ° ° 1 2749.52 CWN 1 SCALE: 1" - 20'
SB #2 STA+56.26, 16.50'LT. I 1
4 5'SIDEWALK ° ° 2749.36 TBC 1 I 10+00 No
I 1 STA+25.94, 16.50'LT. STA+00.01, 0.00'T. STA+13.48, 16.50'RT.
2751.28 TBC/GB SEE SHEET PP 1.4 FOR STA+72.58, 16.50'LT. 0 10 20 40 60
STA+22.98, 16.50-LT. 0.6% 27,19.18 CWN 2749.08 TBC °
SPOT ELEVATIONS LANDSCAPING 2750.42 TBC STA+97.45, 16.50 LT. 2749.55 TBC
000 TBC STA+06.16, 16.50'RT. OWNER:
2749.70 °
STA+25.94, 0.00'T. ° _ J� 9+00 2749.07 TBC/GB 2 ° Dawson Ranch, LLC
2751.36 CWN 2bS ^! CB-4J SGT-2 2750 - 6865 S. Pemberley P1.
u, 7 r, n1 o STA+00.01,0.00'T. CB 5 ° °
N D + 2750.35 CWN
rn I ® $+oo - _ Meridian, ID 83642
hl C1 0 0.6% a 7+� ii 2749.76CWN MONITORING WELL L.ANDSCAP�NG VQ
+ a d 0.6% STA+94.4Q 16.50'RT. 1 Contact:Jarron Langston
Phone: 208 724-6239
r STA+00.01,0.00'T. I 5,S�DEW ALK -
STA+78.75, 16.50'RT. 2750.93 CWN o
Z �i STA+7933, 16.50'RT.
2750.97 TBC/PC .
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rn CB-3 2750.39 TBC ---
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STA+54.37,27.36'RT.
STA+72.50 16.65'RT. v9 _
2751.22 TBC 2 LANDSCAPING 2750.43 TBC
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"""" 4 ° ° ° LOT 21 NOTES.
° 5'SIDEWALK ° o ° sue, ° °° - I 1. This drawing is considered preliminary unless
affixed with a municipal approval or
SEE SHEET PP-1.4 FOR - - - - - - I accompanied by a separate approval document.
SPOT ELEVATIONS
Ln
N _ - - I 2. All sanitary sewer improvements shall conform
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rn 4 / - - I LOT 20 I with the standards and specifications of the
� o / ; � City of Meridian.
n I I 3. All culinary water improvements shall conform
_ with the standards and specifications of the
I I° STA+ 16.50'LT. I All improvements in the public right of way
2751.04 04 TB City of Meridian.
TBC/PT LOT 19 4. shall conform with the standards and
II - specifications of the Ada County Highway
LOT 18 I 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
M 00
N
N +
CO
2755 " " 0 2755
N +
OO
FINISH GRADE
0.40% @CL
EXISTING GRADE
2750 -0.58% @cL 2750
APPROVED FOR CONSTRUCTION:
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 ONA L ENG
6+00 7+00 8+00 9+00 10+00 11+00 °
N 14176
ry N 10/18/240
S. NETHERFIELD WAY PROFILE �, P�,x 44/
epy F OF
HORIZONTAL SCALE: 1" = 20' '�'O R .
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 October 14, 2024
SHEET NUMBER:
a
W PP�1 ,1111112
a