Woodland Springs CZC Resubmittal PACKET2775 W. Navigator Dr., Ste. 210
Meridian, ID 83642
208-895-2520
www.horrocks.com
1
DATE: March 27, 2019
TO: Stephanie Leonard, City of Meridian
FROM: Peggy Breski
SUBJECT: Woodland Springs CZC Resubmittal Documents
As per City Comments shown below, please find developer responses to Comments, along with revised
and/or new documents attached for review and approval of the CZC Application.
1. Need landscape island for every 12 parking spaces, have 14 proposed spaces shown. Landscape
islands shall be at least 50 SF, include one tree and groundcover. Here’s the
code: http://sterlingcodifiers.com/codebook/index.php?book_id=306&chapter_id=6506#s1165316
The Site Plan and parking layout has been revised to expand on public space, which
eliminated a total of three (3) parking spaces, leaving only 11 space and no need for
additional landscape island.
2. The drive aisle between existing and proposed parking needs to be 25-feet in width behind 90-
degree parking. I measured with Adobe based on the scale indicated on the plan (1”=30’) and it
looks like it’s about 23-feet in width. Could you revise the site plan to reflect the 25-foot
requirement?
The Adobe dimensioning must have been just slightly off; the drive aisle is indeed 25-feet,
and is shown with dimensions on the Site Plan.
3. It’s okay to have the site and landscape plan combined, but the plan needs to show ground
cover and plantings in all required areas (landscape islands, buffers to adjacent uses), there
should also be a detailed key of proposed ground cover/plantings
We have provided separate Landscape and Site Plans for your ease in review, which both
include the details as requested.
4. Need landscape island where the snow cone shack is currently (or was) located on east part of
site north of the 8 parking spaces depicted
We had discussed this item via email; there are now standard and ADA parking spaces where
the snow cone shack is/was, with landscaping/public space adjoining.
5. Could you indicate which trees are going to be installed where? The plan has one symbol but
several trees indicated in the key.
The new Landscape Plan shows the details of plantings with call-outs identifying species.
6. The development agreement requires that a bench be constructed in front of Lot 4 (eastern
part of subject site) – could you indicate the placement of that bench and send me a detail?
(see note below)
The new Plan shows a 6’ bench on Lot 4 as required, along with the detail on the Plan.
2775 W. Navigator Dr., Ste. 210
Meridian, ID 83642
208-895-2520
www.horrocks.com
1
7. The DA requires a 6-foot fence be installed on the east side of the site abutting the residential
uses. Could you indicate placement of the fence and include a detail of the fencing as well? (see
note below)
The new Landscape Plan reflects a 6’ tan vinyl privacy fence detail along the eastern
property line abutting the residential parcel.
8. The exterior elevations renderings aren’t opening for some reason; could you send me the file
again?
We sent those at the time we assumed the CZC Application; due to the size of the files we
did not attach to this resubmittal, but we are happy to send again if needed.
9. If proposed lighting have a maximum output of 1,800 lumens or more they shall comply with
UDC 11-3A-11C
(http://sterlingcodifiers.com/codebook/index.php?book_id=&chapter_id=20923#s1165298)
and a photometric test needs to be submitted to show lighting won’t be a nuisance to abutting
residential use.
A copy of the Photometric Test was sent under separate cover, but is attached again for your
convenience.
10. Could you indicate where mechanical equipment will be located if not inside the building? It
cannot be located within 50-feet of the abutting residential district to the east.
It appears that, as per page 7 of the original CZC Submittal, the mechanical will be located on
the roof of the building.
We appreciate the City’s time and assistance with our assumption of the CZC process, and are happy to
provide any additional information as requested by the City. Please reach out with any questions or
needs to myself at 208-895-2520 or at peggyb@horrocks.com.
Attachments:
• Updated Site Plan
• Landscaping Plan
• Photometric
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IDAHO FALLS, ID 83402
(208) 523-2862
(208) 523-2864
bec@bradleyengineering.com
Bradley Engineering/Chtd.
Electrical Consulting & Design
645 W 25th ST
ADDRESS:
TELEPHONE:
FAX:
E-MAIL:
BRADLEY
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1 gal.
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1 gal.
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CAL OVE
1 gal.
PIN SLO 3
3 gal.
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SPI SPI
2 gal.
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1 gal.
CAL OVE
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1 gal.
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PIN SLO
3 gal.
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1 gal.
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1 gal.
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CAL OVE
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2" Cal.
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CER CAN
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HEM ORO
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I:\!2019\ID-1550-1901 Woodland Springs Commercial Lot Consolid\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1550-1901_L01_LANDSCAPE PLAN.dwg - L01 - 3/27/2019
10:08am, zach.scott
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REVISIONS
REV # DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
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DRAWING IS NOT TO SCALE
CITY REVIEW SET
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2 3 4
2775 Navigator Dr., Suite 210
Meridian, ID 83642
(208) 895-2520
PRELIMINARY
NOT FOR
CONSTRUCTION
ID-1550-1901
LTS
MBC/JTS
MBC/JTS
04-05-2019
----
LANDSCAPE PLAN
WOODLAND COMMERCIAL
1728 MCMILLAN RD
MERIDIAN, ID 83646
10
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1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR
BIDDING AND INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE
QUANTITIES TO BE USED.
2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. IF SUBSTITUTIONS ARE WANTED,
PROPOSED CHANGES MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR
TO PLANTING.
3. TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS:
3.1. 6" DEPTH IN ALL PLANTER BED AREAS
3.2. 4" DEPTH IN ALL TURF SOD AREAS
3.3. 4" DEPTH IN ALL NEW SEED AREAS.
3.4. 2" DEPTH IN ALL RESTORATION AREAS THAT WERE PREVIOUSLY VEGETATED.
4. EDGING SHALL BE IMPLEMENTED BETWEEN ALL VARYING LANDSCAPE MATERIALS SUCH AS TURF
GRASS AND BARK MULCH, BARK MULCH AND ROCK MULCH, TURF GRASS AND BROADCAST SEED,
ETC. EXACT TYPE OF EDGING SHALL BE INDICATED ON THE PLANS. IF NO EDGING IS INDICATED ON
THE PLANS A 6" X 6" SLIP FORMED, SQUARE CONCRETE CURB SHALL BE USED.
5. MULCH MATERIAL SHALL BE IMPLEMENTED IN ALL PLANTER BED AREAS INDICATED ON THE PLANS
AT THE FOLLOWING DEPTHS:
5.1. 1-2" DIAMETER FRACTURED STONE : 4"
5.2. 2-4" DIAMETER FRACTURED STONE: 6"
5.3. 1-2" COBBLE MULCH: 4"
5.4. 2-4" COBBLE MULCH: 6"
5.5. PULL MULCH MIN. OF 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY
FROM ALL TREES.
6. ALL TREES IN TURF GRASS AREAS SHALL HAVE A MIN 5' DIAMETER RING TO SEPARATE THE ROOT
ZONE FROM THE TURF GRASS. EDGING AROUND RING SHALL BE AS SPECIFIED PER THE PLANS. IF
NO RING MATERIAL IS SPECIFIED THE RING SHALL BE SHOVEL CUT TO A DEPTH OF 2" BELOW THE
TURF SOD ROOT MAT.
7. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND ORDINANCES.
8. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND
PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS
AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE
OWNER OR LANDSCAPE ARCHITECT
9. BASE PLAN & LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL
BASE & EXISTING ELEMENTS PRIOR TO CONSTRUCTION & PROVIDE NECESSARY ADJUSTMENTS.
12. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER
PLANTING. ALL PLANTS SHALL THEN BE WATERED ON A REGULAR SCHEDULE DURING THE FIRST
GROWING SEASON.
13. THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR AFTER DATE OF FINAL
ACCEPTANCE.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND AVOIDANCE OF ALL
UNDERGROUND UTILITIES DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION ELEMENTS.
SHOULD ANY DAMAGE OCCUR TO UNDERGROUND UTILITIES THE CONTRACTOR SHALL REPLACE OR
REPAIR THE DAMAGE AT NO ADDITIONAL COST TO THE OWNER.
15. INSTALL ALL LANDSCAPE ELEMENTS PER DETAILS ON THIS SHEET.
GENERAL LANDSCAPE NOTES
DEWITT 5OZ WEED BARRIER OR OWNER
APPROVED EQUAL
NOTES:
1. KEEP TOP OF MULCH 1" BELOW ADJACENT WALKS AND CURBS. DO NOT ALLOW MULCH TO TOUCH
THE TRUNK OF ANY PLANT. INSTALL MULCH AFTER INSTALLATION OF WEED BARRIER FABRIC AND
PLANT MATERIAL.
2. CONTRACTOR TO ENSURE THAT TOP OF WEED BARRIER FABRIC IS FREE OF SOILS AND DEBRIS
PRIOR TO PLACING MULCH.
3. ROCK/STONE MULCH COLOR AND SIZE PER LEGEND AND SPECIFICATIONS.
BOULDER, IF APPLICABLE
COBBLE ROCK/FRACTURED STONE MULCH. DEPTH
PER LANDSCAPE NOTES
EXISTING SUBGRADE
ADJACENT HARDSCAPE OR EDGING.
32 94 19.01 COBBLE ROCK AND FRACTURE STONE
1/2" RADIUS BOTH
EDGES
FINISHED GRADE
EXTRUDED CONCRETE
MOW CURB
COMPACTED
AGGREGATE BASE
COMPACTED SOIL
6"
6"
NOTES:
1. WHEN INSTALLING STEEL EDGING FOR CURVED PLANTER BEDS MAKE SURE
THAT CURVES ARE SMOOTH AND EVEN BEFORE STAKING OUT EDGING OR
BACKFILLING.
32 94 13.01 CONCRETE CURB LANDSCAPE EDGING
NOTES:
1. CONFIRM SUBBASE FINISH GRADE WITH CONTRACTOR PRIOR TO INSTALLATION OF TOPSOIL.
2. CONTRACTOR RESPONSIBLE TO LEAVE TOPSOIL FINISH GRADE AT THE CORRECT LEVEL TO
ACCOMMODATE TURFGRASS OR MULCH AND STILL BE 1
2 - 1" BELOW ADJACENT HARDSCAPES.
3. CONTRACTOR RESPONSIBLE TO COMPACT AND ALLOW SETTLING OF TOPSOIL AND SUB-GRADE
PRIOR TO PLANTING, SEEDING, OR LAYING OF TURF SOD.
CLEAN TOPSOIL, IMPORTED OR
STOCKPILED. DEPTH PER PLANS AND
PLANTING DETAILS
MIX LOWER 2" OF TOPSOIL AND UPPER
2" OF TILLED SUB-GRADE.
TILL UPPER 6" OF SUBGRADE PRIOR TO
INSTALLATION OF TOPSOIL
UNDISTURBED SUBGRADE
NOTES:
1. OVERLAP ALL WEED BARRIER SEAMS A MINIMUM OF 6".
2. INSTALL LANDSCAPE STAPLES EVERY 36" ON CENTER ALONG SEAMS.
3. CUT FABRIC AROUND ACCENT BOULDERS AS CLOSE TO THE EDGE OF THE BOULDER AS
POSSIBLE.
4. CUT FABRIC IN AN "X" TO ALLOW INSTALLATION OF PLANT. FOLD BACK FLAPS UNDERNEATH THE
FABRIC AND STAKE INTO PLACE. LEAVE ROOT BALL AREA UNCOVERED FOR AIR CIRCULATION
TO ROOT MASS.
COBBLE OR BARK MULCH PER PLANS
WEED BARRIER FABRIC PER PLANS
AND SPECIFICATIONS
TOPSOIL PER PLANS AND
SPECIFICATIONS
UNDISTURBED SUBGRADE
32 91 13 TOPSOIL PREPARATION
32 94 15 WEED BARRIER FABRIC
NOTES:
1. ENSURE FINISH GRADE IS 1" BELOW TOP OF CURB, WALK, OR EDGING.
2. SOD SHALL BE 100% KENTUCKY BLUEGRASS OR OWNER APPROVED EQUAL.
CONCRETE CURB, SIDEWALK OR
EDGING IF APPLICABLE - SEE PLAN.
SOD ROOT AREA
4" DEPTH OF CLEAN TOPSOIL.
CROSS RIP OR TILL SUBGRADE.
6" 4" 1"
32 93 23 TURF SOD PLANTING
TAPER DOWN DEPTH OF
MULCH AT CROWN OF PLANT
SCARIFY SIDES OF
PLANTING HOLE
2 X ROOTBALL
DIAMETER
INSTALL SHRUB ROOT BALL
EVEN WITH FINISH GRADE
AND KEEP MULCH AWAY
FROM BASE OF PLANT
CONSTRUCT 2-3" TALL
WATERING RING AROUND
EDGE OF PLANTING PIT
EXISTING SUBGRADE
PLANTING SOIL
MULCH
INSTALL GRASS / PERENNIAL ROOT
BALL EVEN WITH FINISH GRADE
AND KEEP MULCH AWAY FROM
BASE OF PLANT
CONSTRUCT 2-3" TALL WATERING
RING AROUND EDGE OF PLANTING
PREPARED PLANTING AREA PIT
PLANTING SOIL
MULCH
TAPER DOWN DEPTH OF
MULCH AT CROWN OF PLANT
2 X CONTAINER
DIAMETER
SCARIFY SIDES OF PLANTING HOLE
NOTES:
1. EXCAVATE ORNAMENTAL GRASS/PERENNIAL PITS AS ROUND HOLES.
NOTES:
1. EXCAVATE SHRUB PITS AS ROUND PLANTING HOLES.
2. LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE SHALL APPROVE
PLANT MATERIAL HEALTH AND CONDITION PRIOR TO PLANTING.
32 93 23 ORNAMENTAL GRASS AND PERENNIAL PLANTING 32 93 33 SHRUB PLANTING
8"
MIN.
FLEX STRAP™ TREE TIE.
TIGHTEN ONLY ENOUGH TO KEEP RUBBER
STRAP FROM SLIPPING.
FOR FLAT AREAS PLACE STAKES
PARALLEL TO PREVAILING WINDS.
FOR SLOPE AREAS PLACE STAKES
PARALLEL TO CONTOUR.
LODGEPOLE PINE STAKES 2" DIAMETER
REMOVE NURSERY STAKE & TIES
MULCH PER PLANS
6" TALL BERM TO MAKE WATER
BASIN.
CUT CIRCLED AND MATTED ROOTS FROM
NURSERY ROOTBALL
UNDISTURBED NATIVE OR
COMPACTED IMPORT
DIRECTLY UNDER
ROOTBALL
6" MIN.
12" SEE NOTE 5'-0" MIN.
2x DIA. OF
ROOTBALL
SCARIFY SIDES OF PLANTING HOLE
PREPARED PLANTING AREA
PLANTING SOIL FIRM BUT NOT
COMPACTED
8"
NOTES:
1. PLANT PIT DEPTH TO
BE 1" LESS THAN
ROOTBALL DEPTH.
CROWN BOTTOM OF
PIT SO THAT TREE
WILL SIT AT 3" ABOVE
GRADE.
32 93 43 DECIDUOUS TREE PLANTING
INCLUDE METAL REINFORCING
CHANNEL ON BOTTOM RAIL
36"
6'
7'-7" FACE TO FACE
8'-0"CTR TO CTR
NOTES:
1. USE PYRAMID CAP UNLESS OTHERWISE NOTED.
2. COLOR SHALL BE TAN.
POST CAP
5" SQUARE POST
5.5" BOTTOM AND TOP RAIL
6" TONGUE AND
GROOVE PICKETS
CAP OPTIONS
PYRAMID
SPHERE
POINTED
NOTES:
1. USE FORMS AND
SURFACES "RATIO" BENCH
OR APPROVED EQUAL.
2. POWDERCOAT USING
GLOSS SLATE COLOR.
3. SURFACE MOUNT TO
CONCRETE USING
STAINLESS STEEL
ANCHORS PER
MANUFACTURER'S SPECS.
6' TAN VINYL PRIVACY FENCE
FORMS AND SURFACES RATIO BENCH
TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY
CER CAN Cercis canadensis Eastern Redbud 2" Cal. B&B 1
EXI TRE Existing Tree Existing Tree to Remain --- 6
GLE SH2 Gleditsia triacanthos inermis `Shademaster` TM Shademaster Locust 2" Cal. B&B 2
MAL RAD Malus x `Radiant` Radiant Crab Apple 2" Cal. B&B 1
SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY
CAL OVE Calamagrostis x acutiflora `Overdam` Overdam Feather Reed Grass 1 gal. Pot 21
HEL BLU Helictotrichon sempervirens `Blue Oats` Blue Oat Grass 1 gal. Pot 14
HEM ORO Hemerocallis x `Stella de Oro` Stella de Oro Daylily 1 gal. Pot 36
PIN SLO Pinus mugo `Slowmound` Mugo Pine 3 gal. Pot 16
SAL MAI Salvia nemorosa `Mainacht` Maynight Salvia 1 gal. Pot 15
SPI SPI Spiraea japonica `Little Princess` Little Princess Japanese Spirea 2 gal. Pot 12
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY
POA IMP Poa pratensis `Imperial Blue` Imperial Blue Kentucky Bluegrass --- 3,489 sf
PLANT SCHEDULE
SYMBOL DESCRIPTION QTY
4" DEPTH OF 1" DECORATIVE ROCK 1,384 sf
6" X 6" CONCRETE MOWCURB 137 lf
SYMBOL DESCRIPTION QTY
6` POWDERCOATED STEEL BENCH
6` TAN VINYL FENCE 119 lf
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154'
62'
22'
20.1'
17.3'
25.9'
25.9'
9' TYP.
19' TYP.
R48'
25'
24'
22.4'
25'
19' TYP.
9' TYP.
9' TYP.
20' TYP.
19' TYP.
9' TYP.
9' TYP.
19' TYP.
9.3'
10.4'
5'
25.5'
25'
H:\!2019\ID-1550-1901 Woodland Springs Commercial Lot Consolid\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1550-1901_C05_SITE PLAN.dwg - Layout1 - 3/26/2019 04:47pm,
jscott
1 5
REVISIONS
REV # DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
CITY REVIEW SET
www.horrocks.com
PAGE
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PROJECT
CHECKED
D
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2 3 4
2775 Navigator Dr., Suite 210
Meridian, ID 83642
(208) 895-2520
PRELIMINARY
NOT FOR
CONSTRUCTION
ID-1550-1901
LTS
MBC/JTS
MBC/JTS
04-05-2019
----
SITE PLAN
WOODLAND COMMERCIAL
1728 MCMILLAN RD
MERIDIAN, ID 83646
5
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1. CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS &
ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION.
2. ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE
REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL
REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS
SET FORTH IN PROJECT GEOTECHNICAL REPORT DATED X/XX/201X.
3. CONTOURS ARE SHOWN AT 1' INTERVALS.
SHEET NOTES:
PARKING ANALYSIS
REQUIREMENTS REQUIRED PROVIDED
CITY OF MERIDIAN PARKING REQUIREMENTS (1 STALL
PER 500 GROSS SF) 20 STALLS 63 STALLS
BICYCLE PARKING (1 PER 25 PARKING STALLS) 3 3
BUILDING ANALYSIS
BUILDING AREA TOTAL 9,548 SF
MAIN FLOOR 9,548 SF
MAX BUILDING HEIGHT 30'6"
BUILDING TYPE (IBC) * V-B*
NOTES:
* BUILDING TYPE TO BE VERIFIED WITH
ARCHITECTURAL PLANS, ARCHITECTURAL PLANS
TO SUPERCEDE.
LIGHT DUTY ASPHALT, SEE FLEXIBLE PAVEMENT SECTION TABLE, THIS SHEET
CONSTRUCT ADA RAMP PER (ISPWC SD-712G) W/ TRUNCATED DOMES PER (ISPWC SD-712)
CONCRETE SIDEWALK PER (ISPWC SD-709) ALL SIDEWALK TO HAVE 4" OF 3/4" MINUS BASE,
MIN. CONCRETE TO BE 3,600 PSI IN 28 DAYS
ADA ACCESSIBLE PARKING STALLS TO COMPLY WITH ADA STANDARDS, SECTION 502
12' X 12' DUMPSTER PAD. SEE DETAIL 3 THIS SHEET FOR CONCRETE PAD. SEE
ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DESIGN INFORMATION.
BIKE RACK, SEE ARCHITECTURAL PLANS FOR DETAILS
1.5' FLAT PAN CURB AND GUTTER PER DETAIL 2 THIS SHEET
SAWCUT EXISTING ASPHALT 2' FROM PROPOSED CONCRETE. TACK COAT SHALL BE APPLIED
TO JOINT AT SAWCUT. TACK COAT SHALL BE CSS-1 DILUTED EMULSIFIED ASPHALT APPLIED
AT A RATE OF 0.07 GAL/SY. SEE ISPWC SD-806
LANDSCAPING, SEE SHEET L.1.0 FOR DETAILS
ADA HANDICAP SIGN SEE DETAIL 1, THIS SHEET
CONCRETE PAD, SEE ARCHITECTURAL PLANS FOR DETAILS
BENCH SEATING, SEE ARCHITECTURAL PLANS FOR DETAILS
TEMPORARY GRAVEL TURNAROUND
6' VINYL FENCE, SEE L.1.0 FOR DETAILS
1
SITE PLAN KEY NOTES:
2
3
4
5
7
8
9
10
1. DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE
OF PAVEMENT OTHERWISE. LENGTH OF CURB IS MEASURED TO THE TOP BACK OF CURB.
SHEET NOTES:
11
SCALE:
1
-
TYPICAL HANDICAP SIGN DETAIL
NTS
CAP TOP OF POST
3/8"X3 1/2"
CADMIUM PLATED
HEX HEAD BOLT WITH
FLAT LOCK WASHER
AND NUT
4" 6'-0"
6" 18"
12"
BLUE BACKGROUND W/
WHITE SYMBOL AND
LETTERING
PROVIDE SIGN THAT
IDENTIFIES ALL VAN
ACCESSIBLE STALLS.
REFER TO PLAN FOR
LOCATIONS
NOTE: TOP OF POST TO BE
CUT 1/2" BELOW TOP OF SIGN
SCALE:
2
-
FLAT PAN CURB
NTS
NO.4 REINF. RODS
SECTION B-B
3,600 PSI CONCRETE
12" O.C. BOTH WAYS
NO.4 REINF. RODS 8" A.B.C.
12"
6"
12"
2"
PLAN
6"
12'
12'
1% SLOPE TO FRONT
B B
SCALE:
3
-
DUMPSTER PAD
NTS
COMPACTED SUB-GRADE
FIN. GRADE
(W/ LIP FLAT)
CONC. CURB & GUTTER
3/4'' GRAVEL
ROAD BASE
ASPHALT PAVEMENT
1.0'
0.5' 0.5'
2''±
4''
1.5'
FLEXIBLE PAVEMENT SECTION SUMMARY
CLASSIFICATION LIGHT DUTY
ASPHALTIC CONCRETE (CLASS III) 3.0"
CRUSHED AGGREGATE BASE (3/4"
MINUS) 4.0"
STRUCTURAL SUBBASE (6" MINUS
PITRUN) 10.0"
SUBGRADE PREPARATION (MAX
LIFT PER GEOTECHNICAL REPORT)
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
-
MATERIAL SPECIFICATIONS:
ASPHALTIC CONCRETE: ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION
810 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE
WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED
AGGREGATE MATERIALS
STRUCTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH ISPWC
STANDARDS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER
ISPWC SECTION 801, TABLE 1.
IT WILL BE REQUIRED FOR MATERIAL TESING PERSONNEL TO VERIFY
SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION
6
12
OVERALL SITE LANDSCAPING
SITE AREA 41,861 SF
TOTAL LANDSCAPING 4,853 SF (11% OF SITE)
1'
0.5'
# = STALL COUNT
1
1
1
1
1
1
2
2
2
3
3
3
3
3
4 4
5
6
7
7
7
7
7
7 7
9
9
9 9
3
3
9
10 10
11 12
8
8
8
8
8
24
12
8
9
9 9 9
9 13
13
PROPOSED BUILDING
10
10
4
4
9
14
14
14