HomeMy WebLinkAboutC-PP-1.4 East Wickham MERIDIAN CITY APPROVAL
MATCH LINE
SEE PP-1 .2
° STA 6+78.75, 16.50'RT.
DM '
0 3 2750.97 TBC i THE KEEP I Partners
LOT 20 ° I I PHASE 1
0 STA 6+67.80, 18.39'RT. LOT 3
4 w r', ° 2751.07 TBC m BLOCK 1
L ° 4 I - •CONTRACTOR TO TRANSITION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J
w SEE RAMP DETAIL B r I TO CONNECT TO EXISTING
\ IR CURB, GUTTER 8 SIDEWALK ° 2815 East 3300 South, Salt Lake City, UT 84109
Z STA 6+54.37, 27.36'RT. ° ° 2 IRMH 7 ° �sD) (sD�
2751.22 TBC/HP ° a (801) 305-4670 www.edmpartners.com
SEE RAMP DETAIL A N STA 6+52.94, 26.00'RT. 4 ° ° 5'SIDEWALK °° ° r ° ° ° 14 ° ° 1 ° °
PC: 6+56 1.36 2751.01 GL/HP `Q�� ° °
° °
° \ ° 2j51 LANDSCAPING I I a 1 ° 1 ° ° 1 ° °° a
`; 0.4% { ° °° °
o --
STA 1+42.66, 18.34'LT. STA 1+53.85, 16.50'LT. STA 2+55.19, 16.50'LT. uiu
2751.12 TBC 2751,14 TBC 1 =___ _______=2750.61 TBC - -- H
2751�
STA 6+25.94, 16.50'LT. 1+00 E. WICKHAM TREET 2+00 11 3+00 3+50 E. WICKHAM STREET SCALE: 1" = 20'
2751.28 TBC/HP _ + 0.4/ � 1 - -
° STA 1+00.00, 0.00 T. STA 2+70.25
'
a I I APPROX. END OF KEEP 1 ROADWAY
2751.36 CWN 1 1 STA 2+55.19, 16.50'RT. I IMPROVEMENTS. CONTRACTOR TO SAWCUT 0 10 20 40 60
C) STA 1+49.47, 14.50'RT. 1 1 1 2750.61 TBC 18"AND MAKE CONNECTION TO ROADWAY. (so)
OWNER:
J
z 755 TB o.4% Dawson Ranch, LLC
3 Q CONTRACTOR TO TRANSITION � {° M�
LOT 21 _L o PT: 6+10.14 LANDSCAPING 1 1 TO CONNECT TO EXISTING
' g STA 6+01.87, 24.77'RT. O�I °°°° 4 2 CURB, GUTTER Et SIDEWALK 6865 S. Pemberley Pl.
2750.97 GL/HP °
10 a ° a T SIDEWALK ° ° °° ° 1 1 ° ° ° 1 ° °44 -1 ° ° ° ° Meridian, ID 83642
Contact:Jarron Langston
° SEE RAMP DETAIL C 1 �_ Phone: (208)724-6239
Ln v o' IRMH-6 _- - __
o STA 6+00.47, 26.23'RT.
27A6+00.47, 26 LOT 2 - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I
51.18 TBC/HP
MATCH LINE
SEE PP-1 .1 E. WICKHAM ST. PLAN NOTES:
1. This drawing is considered preliminary unless
affixed with a municipal approval or
accompanied by a separate approval document.
2. All sanitary sewer improvements shall conform
with the standards and specifications of the
City of Meridian.
2760 2760 3. All culinary water improvements shall conform
with the standards and specifications of the
City of Meridian.
10 4. All improvements in the public right of way
M shall conform with the standards and
N o specifications of the Ada County Highway
2755 2755
a, FINISH GRADE District (ACHD) and the Idaho Standards For
MATCH EXISTING 0 KEYNOTES Public Works Construction-ACHD Supplement
.o ASPHALT GRADE C�CL (ISPWC-ACHD).
00 cCL STA 2+70.25,APPROX. 5. All private improvements shall conform to Idaho
C'4 END OF KEEP 1 ROADWAY 1O INSTALL 3"ROLLED CURB Et GUTTER, PER ISPWC-ACHD SD-702. Standards For Public Works Construction
� EXISTING GRADE CCL or IMPROVEMENTS (ISPWC) standards and specifications.
0.43% O2 INSTALL 5'WIDE DETACHED CONCRETE SIDEWALK PER ISPWC ACHD SD 709. 6 Contractor to field locate and verify the
2750 - - _ _ _ _ _ _ 2750 . horizontal and vertical location of all utilities
- - - - - - - - - - - - - - -
- - - - - - - 3 INSTALL CONCRETE DRIVEWAY APPROACH PER ISPWC-ACHD SD-710. prior to beginning work.
INCLUDE PEDESTRIAN RAMP PER ISPWC-ACHD SD-712H. INSTALL TRUNCATED
\ 24"PVC IRRG O DOMES PER ISPWC-ACHD SD-712. PP-1.3
2745 2745 O INSTALL 6"VERTICAL CURB Et GUTTER, PER ISPWC-ACHD SD-701.
N
O PP-1.4
C) �•
2740 c 2740
THE KEEP
PHASE 2
1 +00 2+00 3+00 3+50 KEY MAP
E. WICKHAM ST. PROFILE
SCALE (H): 1"=20'
SCALE (V): 1"=5'
.87 PED 2750.90 GL
2750
2751.07 TBC STA .87 PE6, 21.64'RT. STA 1+39.86, 15.77'RT.
STA 6+67.80, 18.39'RT. L APPROVED FOR CONSTRUCTION:
2750.83 PED
2751.18 TOC 2750.91 GL STA 1+39.86, 17.85'RT. These plans are valid for Construction only with the
2750.83 PED STA 6+65.04, 25.64'RT. STA 1+35.86, 17.09'RT.
STA 6+65.07, 19.50'RT. L 2750.85 PED signature of the design engineer on the line below.
2751.24 TOC
7.9% 1.5% STA 6+65.03, 29.64'RT. 2750.85 PED STA 1+39.86, 19.25'RT.
2750.88 GL ` LOT 3 STA 1+35.86, 19.25'RT. 2751.07 TBC
STA 6+65.08, 17.31'RT. o O \ STA 1+43.76, 16.97'RT.
2751.14 TBC Approved Date
LOT 20 2751.03 TBC o O o Q o \ STA 1+33.15, 20.54'RT.
STA 6+68.26, 16.50'LT. Q Q
-� 1 2751.11 PED 2750.92 GL C 7.9% 1.5% 2751.24 TOC O O O O
1 STA 6+65.23, 20.50'LT. STA 6+61.14, 19.30'RT. STA 6+61.14, 29.63'RT. O O
2751.19 FOW ONA L FN
STA 6+65.24, 24.50'LT. 2750.87 PED 2751.18 TOC o o F G/4
2750.95 PED .c r, F
STA 6+61.14, 25.63'RT.
STA 6+61.14, 21.63'RT. .o .o F
2751.27 TOC STA 6+65.22, 18.50'LT.
2.0% '1 1STA 6+65.26, 28.50'LT. . 8•2% 1. T � O �
STA 6+58.73, 23.33'RT. / 2751.25 TOC 2751.29 PED 14176
W 1.0% 2751.29 TOC 2751.31 PED
O 'STA 6+57.04, 34.30'RT. STA 1+39.86, 26.27'RT. Q
O 2750.78 PED STA 6+57.22, 38.30'RT. STA 1+35.86, 26.27'RT. 0 5% cP�12/19/2 4rp 4tj
C; o ���, C) STASTA b+65.21, 16.50'LT. 2751.22 TBC-HP 2751.34 FOW 9TF
C) o O STA 6+54.37, 27.36'RT. STA 1+35.86, 28.18'RT. 9 OF �J
U /� i Q 2750.81 PED '^ '^ RQ 2751.32 TOC R
2.0% 2.0% 7.6% O STA 6+61.14, 16.51'LT. \ Q Q STA 1+39.86, 28.25'RT.
2751.27 TOC
STA 6+61.14, 28.51'LT. 2751.19 TOC 1.0% 2751.23 TOC 2751.18 TBC-HP Q
2750.96 PED STA 6+53.18, 34.49'RT. STA 6+53.37, 38.49'RT. \ STA 6+00.47, 26.23'RT.
o
27514.5 FOW STA 6+61.14, 18.50'LT. \ " "' 2751.34 BOW KeepWest
v -STA 6+61.14, 24.50'LT. o Q Q \ STA 1+47.09, 29.63'RT.
- - - _ 2751.11 PED 2751.18 TBC � - - SPOT ELEVATION LEGEND
n STA 6+50.76, 32.11'RT. co 2750.91 PED \\ 0.5%
STA 6+61.14, 20.50'LT.
E LOT 21 r 2751.09 TBC O STA 6+4�5, 38.69'RT. \ 2751.40 TOC
O O O STA 1+35.86, 32.18'RT. 2 Subdivision
61 STA 6+58.09, 16.50'LT. - 2750.89 PED 2750.87 PED \ 2751.38 TOC GL GUTTER LIP
STA 6+49.24, 34.70'RT. STA 6+47.39, 38.80'RT. \ / STA 1+39.86, 32.18'RT.
GB GRADE BREAK East Wickham Street
2751.12 TBC \ STA11++35 90, 34.19'RT. LOT 2
STA 6+46.46,41.65'RT. \ Roadway Plan & Profile 1+00 to 3+50
CWN ROAD CROWN ELEVATION
A RAMP DETAIL A 2750.95GL PROJECT:
(STA = NETHERFIELD) STAG+46.94, 34.82'RT. 2750.92 GL RAMP DETAIL C TBC TOP BACK OF ROLLED CURB DRAWN BY: CRS
STA 6+45.23, 38.91'RT.
SCALE: 1"=5' (STA = WICKHAM)
PED PEDESTRIAN RAMP REVIEWED BY: ERB
RAMP DETAIL 6 SCALE: 1"=5' REVISIONS:
No. DATE REMARKS
(STA = NETHERFIELD) roc TOP OF CONCRETE
SCALE: 1"=5'
BOW BACK OF WALK ELEVATION
x
v
FOW FRONT OF WALK ELEVATION
'o
HP HIGH POINT
DATE:
EX-* TIE TO EXISTING FEATURE December 19, 2024
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Y SHEET NUMBER:
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