Site PlanREAR LOT
x
SCR.
EARTHWORK
CUT: 5,137 C.Y.
FILL- 9,631 C.Y.
NET: 4,224 C.Y. IMPORT
NOTE.
EARTHWORK QUANTITIES ARE BASED ON NEAT
LINE CUT/FILL A 15% MATERIAL SHRINKAGE
FACTOR HAS BEEN ASSUMED FOR CUT MATERIAL
ROADWAY EXCAVATION CALCULATED TO SUBGRADE.
1. SHEET FLOW FROM REAR TO SWALE —STREET
2. SLOPE FROM HOUSE TO SWALE (2% MIN.)
3. SLOPE FROM HOUSE TO SIDE SWALE (2% MIN.)
4. REAR SWALE (LOT 10' MIN. FROM REAR OF HOUSE)
5. SIDE SWALE (LOT 1 % MIN.)
6. SLOPE FROM HOUSE TO SIDEWALK (VARIES)
7. SLOPE OF STREET (SEE PLANS)
8. DRIVEWAY SLOPE (VARIES)
ALL OTHERS
TYPICAL LOT GRADING
SCALE: NTS
REAR LOT
1. SHEET FLOW FROM MID POINT `STREET
2. SLOPE FROM HOUSE TO SWALE (2% MIN.)
3. SLOPE FROM HOUSE TO SIDE SWALE (2% MIN.)
4. DRNEWAY SLOPE (VARIES)
5. SIDE SWALE (LOT 1 % MIN.)
B. SLOPE FROM HOUSE TO SIDEWALK (VARIES)
7. SLOPE OF STREET (SEE PLANS)
LOTS 2-22 BLOCK 3
n2TYPICAL LOT GRADING
SCALE: NTS
NOTES TO CONTRACTOR
1. ADD 2500 FEET TO ALL SPOT ELEVATIONS TO DETERMINE
ACTUAL ELEVATION.
2. ALL GRADING SLOPES AT REAR AND SIDES OF LOTS ARE AT
3:1, UNLESS OTHERWISE SHOWN.
3. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING
REPORT PREPARED BY SITE CONSULTING, DATED DECEMBER 1,
2017.
MINOR - - - -- -- --- --
MAJOR - -- -
MINOR
MAJOR
LEGEND
EXISTING CONTOURS
PROPOSED CONTOURS
PAD LINE
FG ELEVATION
�B
A 1 % MINIMUM, 3:1 MAXIMUM
J B: 1 % MINIMUM, 3:1 MAXIMUM
3 TYPICAL LOT GRADING
I _ SCALE: NTS
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SCALE IN FEET
IIZT APPROVED FOR
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifications.
This review does not relieve the owner, engineer, of contractor
of the responsibility to design and/or construct those facilities in
compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders of approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed in
writing by the City. Any proposed revision to these plans must be
submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
Name Date
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FILE: 10-18-01 T_C?A1
JUB PROJ. #i :
10-18-011
DRAWN BY:
SAS
DESIGN BY:
GRB
CHECKED BY:
WSW
AT FULL SIZE, IF NOT ONE
INCH. SCALE ACCORDING
LAST UPDATED: 110201 a
SHEET NUMBER:
C-201
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KEYED NOTES CJiJ-B
6" REVERSE PAN VERTICAL CURB PER ACHD SUPPLEMENT TO ISPWC
SD-701 R J-U-B ENGINEERS, INC.
CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD---709. 2.0%
r MAX. CROSS SLOPE.
at TYPE A PEDESTRIAN RAMP PER ISPWC SD-712A WITH DETECTABLE
WARNINGS PER ISPWC SD-712 Z > o
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10 20 6" VERTICAL CURB PER ISPWC SD-701 A 4; 00 o
ACCESSIBLE PARKING AREA MAX. SLOPE 2% IN ANY DIRECTION Z m c
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12 CONCRETE WHEEL STOPS
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6" VERTICAL CURB
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3/4" MINUS CRUSHED GRAVEL
12" ROAD SUB -BASE C
B" MINUS PIT RUN %% /
COMPACTED SUBGRADE A5
SPECIFIED IN THE SOILS REPORT
NOTE:
PAVEMENT SECTION PER SOILS REPORT
ASPHALT PAVEMENT SECTION
SCALE: N.T.S.
HOLE FOR 5/8 0 DOWEL 1
FT. FROM EACH END. (TYPICAL
OF 2 HOLES) DRILL HOLE
THRU PAVEMENT. DRIVE 24"
LONG STEEL PIN THROUGH
WHEEL STOP AND PAVEMENT
INTO SUBGRADE.
9+
CONCRETE WHEEL STOP
SCALE: N .T.S.
:DIA APPROVED FOR
CONSTRUCTION
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifications.
This review does not relieve the owner, engineer, of contractor
of the responsibility to design and/or construct those facilities in
compliance with all current applicable federal, state and local
laws, rules, regulations, ordinances, development agreements,
specifications, orders of approvals, all of which the City retains
the right to enforce. Inconsistencies not noted by City staff shall
not be construed as approved unless specifically addressed in
writing by the City. Any proposed revision to these plans must be
submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed.
Name Date
Know 111111 t below.
CW1 before you ft
CALL 2 BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES
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FILE: 10-18-011_0202
JUB PROJ. # : 10-18-011
DRAWN BY: SAS
DESIGN BY: GRB
CHECKED BY: WSW
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LAST UPDATED: I11al20f8
SHEET NUMBER:
C-202