HomeMy WebLinkAboutC-5.1 Grading Plan MERIDIAN CITY APPROVAL
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Partners
2815 East 3300 South, Salt Lake City, UT 84109
(801) 305-4670 www.edmpartners.com
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SCALE: 1" = 40'
0 20 40 80 120
i ' /3 I 17 16 15 1,4 13 12 11 1 OWNER:
I EXISTING IRRIGATION LATERAL TO BE Dawson Ranch, LLC
' TILED, OVEREXCAVATE BEYOND LIMITS OF WIDEN EXISTING GRAVEL DRIVE, SEE
EXISTING LATERAL AND BACKFILL IN VEHICULAR GRAVEL ROAD SECTION THIS SHEET �� 6865 S. Pemberley Pl.
\ s Q COMPLIANCE WITH PIPE SPECIFICATIONS. CONCRETE G
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-------- � __ PROPOSED N RETE RAVITY \
0 0 0 oMeridian,
n n IRRIGATION JUNCTION BOX
ID 83642
\ \ \ - - - - - - - - - - Contact: arron Langston
\ II 5o.61+TRC -- - 27 PER DETAIL SHEET C 8.4 g
- - -5o.61TRc - - - - - - - - - - - -- -_-- -_-------- - - - - - - - - - - 5 200'ttt-
Phone. ( 0 ) 24-6239
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' I - - - - - - - -c�- - 2753 = - _ _ - - - - - -� - - - - 2755 -
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Il u /- 2752 -- - - - - - - - - - - - - - - -(27 - - - - - - N
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2752
50.76TRC = ~ \ /% M 1 /� //j�ii
Ln / I e NOTES:
\ � N 2753 _ i PROPOSED CONCRETE
/ _ 1. This drawing is considered preliminary unless
Q f�; / I v O / / l� ij-� CAST-IN-PLACE GRAVITY
_ / m a / �w �� affixed with a municipal approval or
2754 / �;� IRRIGATION BOX PER DETAIL
lYJ / GRADE BREAK o 53.22 FG GB ~ r`ni " ` '�/� �' ��%�1 SHEET C 8.4 accompanied by a separate approval document.
o 51.25 FG-GB �., / n \ / / i I \ ii i ii i
M L. 3 51.s5 FG �� a / / o j �-� i 2. All sanitary sewer improvements shall conform
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/ N o M o N N Ln � / i�%/ ���� with the standards and specifications of the
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SEE SHEET PP-1.4 FOR ADA / ✓ o ` p
RAMP GRADING I O! " ^ b `� �� 40 N/� / City u Meridian.tp
3. All culinary water improvements shall conform
51.04 TRC PC 51.06 TRC/PC 2756 _ - �� with the standards and specifications of the
' - _ T City of Meridian.
a SEE SHEET PP-1.4 FOR ADA i�� i ���� ���
55.45 EA i i��/ ' 4. All improvements in the public right of way
/ RAMP GRADING U 275j �' � �i >;��� shall conform with the standards and
o specifications of the Ada County Highway
00 „ N 2758 '55 85 EA i �i�� District (ACHD) and the Idaho Standards For
oQ �� " >-���' Public Works Construction ACHD Supplement
�i� v�
��i` �i (ISPWC-ACHD).
/ S. NETHERFIELD WAY f
0.4% N 5.0% 6.aq �� 2�5 8��0 �� %< ,���i 5. All private improvements shall conform to Idaho
51.36 CWN 3 '
T- ~ -� �� - �� �� '� hqh 59.90 EA %�' y�%i' Standards For Public Works Construction
0�275� s, o s� sue, A a, � �iii vi (ISPWC) standards and specifications.
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Ln
N ^ 6°1 %%c�� ' 6. Contractor to field locate and verify the
v t i� a v "' 1 60.08 EA yam/
F iZ �o ���� ���i horizontal and vertical location of all utilities
N prior to beginning work.
I SG TRAP #1Ln
SEE SHEET PP 1.4 FOR ADA Ln
o L o SEE SHEET C8.4 FOR DETAIL 7-4 S
\ \ �? RAMP GRADING I SEEPAGE BED #1 CD
2751 f o SEE SHEET C8.4 FOR DETAILS
l N SPORT COURT TO i
GRADE BREAK 50.78 FG-GB M a GRADING N.I.0 END OF GRADING, SEE FARR
' 1 51.06 FG-GB N LATERAL CROSSING PLANS
� 50.17 FG EG o FOR CONTINUATION SURVEYOR
COMPASS LAND SURVEYING PLLC
�i�� v � PROPOSED CONCRETE BRIDGE 623 11TH AVE SOUTH
Lr; U rn 1 r,��� / j i y�jj / CULVERT, NOT IN CONTRACT. SEE NAMPA, ID 83651
Q o 1 y �ii�T V�ii -\ FARR CROSSING SHEETS FOR
N N m ���� ��v �� �� i� �%jai / � � � \.�\ _ 208 6082510
Y / y // / ✓j / / CONTINUATION. ( )
V \\\\ I � CONTACT:
(S) RICHARD GRAY, PLS
W Q o - - SPOT ELEVATION LEGEND
LANDSCAPE ARCHITECT
LR
V) N o r T -(2750)-T _; r �i�iT�'��'i� \ \\ 1 \\ EG EXISTING GRADE STACK ROCK GROUP
W ��� �� y���i VERTEX PHASE 2 \\\\\ / /\ I\ 404 S. 8TH ST., SUITE 154
' W ^ho m N���%� ��� SUBDIVISION \\ _ - J/ ` - I \ FIG FINISH GRADE BOISE, ID 83702
c/� I �� y
r y � ;j /✓�i� \\\ \I (208)716 4787
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Uj -I- T - _ T /\ T o //i ✓j�� \\ I GL GUTTER LIP CONTACT:
I � �i \\\ \\ / ,� I (LA)JESSE BUSTER
GB GRADE BREAK
' J 127491
CWN ROAD CROWN ELEVATION APPROVED FOR CONSTRUCTION:
Ln These plans are valid for construction only with the
EP EDGE OF PAVEMENT signature of the design engineer on the line below.
•'IT �� �i i �i��i
' o
Ln
/ / T T
Approved Date
TOP TOP OF SLOPE Pp
y VEHICULAR GRAVEL ROAD SECTION TOE TOE OF SLOPE
BOW BACK OF WALK ELEVATION
��'� �'�''i � ONAL F
4"THICKNESS OF 3/4"MINUS CRUSHED AGGREGATE BASE F O tF
COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557
RIM STRUCTURE RIM ELEVATION 14176
cP 12/19/240
10"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE PC POINT OF CURVATURE r 4U
U COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 "y�OF �PJ��
PT POINT OF TANGENCY R .
ZZ
O O O GRANULAR STRUCTURAL FILL AS REQUIRED 6"MINUS
EX- TIE TO EXISTING FEATURE
v UNCRUSHED AGGREGATE BASE COMPACTED TO 95%MAX
v \ DRY DENSITY PER ASTM D1557
,\\//\\ \\ Keep West
Subdivision
Grading Plan 2
SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER
THE SITE PREPARATION SECTION OF THE GEOTECHNICAL
A REPORT AND BE APPROVED BY OWNER'S GEOTECHNICAL PROJECT:
REPRESENTATIVE PRIOR TO PLACEMENT OF ANY SUBBASE DRAWN BY: CRS
W AGGREGATE OR GRANULAR STRUCTURAL FILL
N REVIEWED BY: ERB
REVISIONS:
NOTE :1. ALL BASE MATERIALS AND SUB-GRADE PREPARATIONS SHALL BE No. DATE REMARKS
PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT
Ey GEOTECHNICAL REPORT.
2. AGGREGATE BASE MATERIALS (3/4"MINUS CRUSHED AGGREGATE
Et 6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY
WITH DIVISION 800 OF THE ISPWC.
u 3. ALL SUBGRADE, STRUCTURAL FILL,AND BASE MATERIAL
o PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL
REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING
k SUBSEQUENT LIFTS.
DATE:
Q December 19, 2024
U
Y SHEET NUMBER:
Ca
Q 501
A