6020 - CS2 SITE AND GRADING PLAN - 30939.5' TYP.
19.5' TYP.
SD
SD
SD
SD
SD
STM
STM
CO
7.33'
10' TYP.
22' TYP.
2' TYP.
9
9
STM
STM STM STM
ESTIMATED BUILDING
INVERT APPROX = 2629.25
(CONTRACTOR SHALL FIELD
VERIFY ELEVATION)
CO SD
S2 - SITE PLAN - BLDG EXPANSION AND PROPOSED OGP PARKING FIELD
SCALE: 1"=20'
1 inch = 20 ft.
( IN FEET )
GRAPHIC SCALE
20 0 10 20 40 80
PROPOSED SAWCUT ON PAVEMENT. SAWCUT EXISTING PAVEMENT TO CLEAN
EDGE AND REMOVE PAVEMENT WITHIN SAWCUT BOUNDARY. PATCH ASPHALT AND
CONCRETE PER DETAIL AND PROPERLY DISPOSE OF PAVEMENT MATERIAL.
EXISTING WALMART BUILDING TO REMAIN.
PROPOSED BUILDING EXPANSION.
PROPOSED CONCRETE WALK (MATCH EXISTING).
PROPOSED ASPHALT PATCH (REF SITE DETAILS).
PROPOSED SIPHONIC MANHOLE (REF SITE DETAILS).
PROPOSED CPP STORM PIPE. MATCH EXISTING PIPE SIZE (24") TO BEND.
CONTRACTOR TO FIELD VERIFY PIPE SIZE AT TIME OF DEMOLITION. IF PIPE SIZE IS
NOT 24", NOTIFY ENGINEER IMMEDIATELY.
PROPOSED 22.5° (APPROX) PIPE BEND.
PROPOSED BIKE RACK (MATCH EXISTING ON SITE, RE-USE EXISTING IF POSSIBLE).
PROPOSED 4" WIDE, SOLID YELLOW PARKING LOT STRIPING.
PROPOSED 4" WIDE, SOLID YELLOW PARKING LOT STRIPING, 2' O.C. @ 45° WITH 4"
PERIMETER STRIPE.
PROPOSED OGP SIGNAGE & SIGN POST (REF SITE DETAILS).
NEW CROSSWALK MARKINGS - 6" WIDE PAINTED WHITE STRIPING PARALLEL TO
DIRECTION OF TRAFFIC AT 2'-0" O.C. AND (1) - 8" WHITE STRIPE PERPENDICULAR ON
BOTH ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR DIMENSIONS (REF
SITE DETAILS).
PROPOSED OGP PAVEMENT MARKING (REF SITE DETAILS).
PROPOSED OGP PARKING LOT STRIPING (REF SITE DETAILS).
PROPOSED RAISED LANDSCAPE PLANTER, 2' HEIGHT (SEE PLAN FOR DIMENSIONS).
MATCH EXISTING AESTHETIC CONDITIONS ON-SITE. (SEE DETAIL, THIS SHEET).
PROPOSED 6" UNDER DRAIN. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE
FROM PROPOSED ISLAND TO EXISTING ROOF DRAIN.
PROPOSED INSERT-A-TEE CONNECTION TO EXISTING ROOF DRAIN.
PROPOSED SEAL COAT OVER EXISTING PAVEMENT.
PROPOSED CURB RAMP (REF SITE DETAILS).
PROPOSED SITE BOLLARD (REF SITE DETAILS).
PROPOSED R1-5b "STOP FOR PEDESTRIANS" SIGN AND BASE (REF SITE DETAILS).
SITE PLAN SCHEDULE
LEGEND
EXISTING TO REMAIN
SAWCUT OF EXISTING PAVEMENT
EXISTING ASPHALT PAVEMENT TO REMAIN
EXISTING CONCRETE PAVEMENT TO REMAIN
EXISTING SEEPAGE BED TO REMAIN
PROPOSED SEALCOAT OF EXISTING PAVEMENT
EXISTING BUILDING TO REMAIN
EXISTING SANITARY SEWER TO REMAIN
EXISTING STORM LINE TO REMAIN
EXISTING WATER MAIN TO REMAIN
PROPOSED STORM LINE TO REMAIN.
EXISTING BOLLARD TO REMAIN
EXISTING SIGN TO REMAIN
EXISTING STORM STRUCTURES TO REMAIN
PROPOSED STORM STRUCTURES TO REMAIN.
EXISTING WATER STRUCTURES TO REMAIN
EXISTING LIGHT POLE AND BASE TO REMAIN
1
2
3
4
5
6
7
8
10
11
13
14
15
16
KEY MAP
APPROX. 1" = 500'
SWPPP NOTES
CONTRACTOR SHALL PREVENT ANY EROSION AND/OR SEDIMENTATION TRANSPORT
FROM BEING RELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION.
CONTRACTOR SHALL UTILIZE BMP'S (STRAW WATTLES, SILT DIKE ON PAVEMENT, ETC.)
AS NECESSARY TO PREVENT RUNOFF FROM THE REPAIR AREAS.
SITE AND
GRADING
PLAN
CS2
S1 - SITE PLAN - EXISTING PARKING OGP PARKING
SCALE: 1"=20'
GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL
DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL
BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS
WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN
CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST
BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER
STAKING OR CONSTRUCTION WORK.
NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO
BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO
COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK.
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE
UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE
CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES
TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT
INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION.
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION.
CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED
MONUMENTATION AT THEIR COST.
9
12
NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY
OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM
CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY.
WV
1
A
2 3 4 5 6 7
B
C
D
E
F
GallowayUS.com
1755 Telstar Drive, Suite 107
Colorado Springs, CO 80920
719.900.7220
D
Y
H
SITE
S1
S2
W. OVERLAND RD.
S. STODDARD RD.
SITE NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES
AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
3. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
4. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR
RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED
ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC
SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING
AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
6. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY
A LAND SURVEYOR.
7. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC
SPECIFICATIONS".
8. EXISTING SANITARY INVERTS ARE ASSUMED FROM PLANS UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL FIELD VERIFY AND NOTIFY ENGINEER OF DIFFERENCES IN INVERTS
PROVIDED ON PLAN.
9. ADD 2600 TO ALL SPOT ELEVATIONS.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SLOPE
SPOT GRADE ELEVATION
FINISH FLOOR ELEVATION
MATCH EXISTING ELEVATION
BASE OF CURB
TOP BACK OF CURB
BASE OF PLANTER
OUTER BUILDING ELEVATION
TOP OF RAMP ELEVATION
BOTTOM OF RAMP ELEVATION
TOP OF PLANTER
4.00%
GRADING LEGEND
2
2
2
2
SUPERCENTER
#3093-226
795 W. OVERLAND ROAD
MERIDIAN, ID 83642
SUPERCENTER
#3093-226
795 W. OVERLAND ROAD
MERIDIAN, ID 83642
17
S2 - GRADING PLAN - BLDG EXPANSION
SCALE: 1"=10'
3
1
1
1
1
4 4
4
4
5
6
7
8
10 TYP.
11 TYP.
18
12 TYP. 12 TYP.
12 TYP. 12 TYP.
14 TYP. 14 TYP.
TYP. 14 TYP. 14
TYP. 15 15 TYP.
15 TYP. 15 TYP.
16
17
18
CO
STM
19
TYP. 11
19
19
S2 - GRADING PLAN - LANDSCAPE PLANTER
SCALE: 1"=10'
REFERENCE EXHIBIT, THIS
SHEET, FOR DETAILED
CURB RAMP GRADING &
DIMENSIONS
SIPHONIC MH 1
RIM - 2636.49
INV. - 2628.98 (NW)
INV. - 2628.48 (SE)
60.0 LF, CPP @ 0.5%
(CONTRACTOR TO
MATCH SIZE OF
EXISTING STORM)
20
21
13
20
21
21
21
22
22
22
19
19
TYP. 10
S2 - RAMP EXHIBIT
SCALE: 1"=5'
S2 - LANDSCAPE EXHIBIT
SCALE: 1"=5'
14 - PINUS MUGO 'MOPS' /
'MOPS' MUGO PINE (5 GAL.
CONT., 24" MIN HEIGHT, FULL &
BUSHY, NO LESS THAN 4' O.C.
1 - ACER GINNALA / AMUR
MAPLE (TREE CLASS I), 3"
CAL., MATCHED SET B&B, 10'
MIN HT., BRANCHED @ 5'
1
1
1
1
1
S2 - RAISED PLANTER
NTS
2
2
2
2
2
5
6
7
4
8
9
11
10
12
NOTES:
1. SCARIFY SIDES OF PLANTING
PIT PRIOR TO SETTING TREE.
2. REMOVE EXCESS SOIL
APPLIED ON TOP OF THE
ROOTBALL THAT COVERS THE
ROOT FLARE. THE PLANTING
HOLE DEPTH SHALL BE SUCH
THAT THE ROOTBALL RESTS
ON UNDISTURBED SOIL, AND
THE ROOT FLARE IS 3"-5"
ABOVE FINISH GRADE.
3. CUT OFF BOTTOM 1/3 OF WIRE
BASKET BEFORE PLACING
TREE IN HOLE, CUT OFF AND
REMOVE REMAINDER OF
BASKET AFTER TREE IS SET IN
HOLE, REMOVE ALL NYLON
TIES, TWINE, ROPE, AND
OTHER PACKING MATERIAL.
REMOVE ALL BURLAP FROM
AROUND ROOTBALL.
4. TREE WRAP IS NOT TO BE
USED ON ANY NEW PLANTINGS,
EXCEPT IN LATE FALL
PLANTING SITUATIONS, AND
ONLY THEN AFTER
CONSULTATION WITH THE
LANDSCAPE ARCHITECT.
WHEN WRAPPING TREE, WRAP
FROM TRUNK FLARE TO
LOWEST MAJOR BRANCH.
5. REMOVE ALL NURSERY
STAKES AFTER PLANTING.
6. FOR TREES OVER 3" CALIPER,
USE THREE STAKES OR
DEADMEN (AS APPROPRIATE),
SPACED EVENLY AROUND
TREE.
7. DO NOT ALLOW AIR POCKETS
TO FORM WHEN BACKFILLING.
1
2
3
TREE CANOPY.
NYLON TREE STRAPS AT ENDS OF WIRES -
SECURE TO STAKE OR DEADMEN WITH NAILS.
12 GAUGE GALVANIZED WIRE. SECURE TO
TRUNK JUST ABOVE LOWEST MAJOR
BRANCHES.
PRESSURE-TREATED WOOD STAKE, 2" DIA.
EXTEND STAKES 12" MIN. INTO UNDISTURBED
SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMEN, TWO
PER TREE (MIN.). BURY OUTSIDE OF
PLANTING PIT AND 18" MIN. INTO
UNDISTURBED SOIL.
WOOD MULCH TREE RING 3' DIA MIN. TYPE
AND DEPTH PER PLANS. DO NOT PLACE
MULCH WITHIN 3" OF TRUNK.
FINISH GRADE. SEE PLANTING PLAN FOR
GROUND COVER TREATMENT
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL-SEE NOTE 3, THIS DETAIL
UNDISTURBED NATIVE SOIL
TRUNK FLARE.
TREE PLANTING DETAIL
1 SCALE: NOT TO SCALE
EVERGREEN
TREE
DECIDUOUS
TREE
1
2
5
7
8
9
10
11
12
3
4
6
3X ROOTBALL DIA.
13
13 SOFT VELCRO, OR OTHER FABRIC WRAP
14
14 CENTRAL LEADER, SEE PLANTING NOTES
MIN. 2 X ROOTBALL
DIAMETER
THAN ROOTBALL
4" MIN. TYP.
MIN. 6" DEEPER
6" MIN.
1
3
4
5
6
FINISH GRADE. SEE PLANTING
PLAN FOR GROUND COVER
TREATMENT
PLANT ROOT BALL. SET TOP
ROOTBALL 2" ABOVE ADJECENT
GRADE. IN BERMED AREAS SET
ROOTBALL 2" ABOVE LOWER
ADJECENT GRADE - INSTALL
WATER RING (2 - 3" HT.)
BACKFILL MIX (PER PLANTING
SPECIFICATIONS). AMEND AND
FERTILIZE ONLY AS
RECOMMENDED IN SOIL
FERTILITY ANALYSIS. JET
BACKFILL WITH WATER TO
ELIMINATE VOIDS.
UNDISTURBED NATIVE SOIL.
COMPACTED BACKFILL MIX (75%).
1
2
3
4
5
6
SHRUB AND PERENNIAL DETAIL
2 SCALE: NOT TO SCALE
2 SHREDDED BARK MULCH, 3" MIN.
DEPTH, ROUGHLY THE EXTENTS
OF ROOTBALL
2
2
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11/05/2019