HomeMy WebLinkAboutCIVIL PLANS - 21-00694 - 240 E Moody - Wendy's - New BuildingFUTURE BEE HIVE CREDIT UNION
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
GREBEIFRFF
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01 EXIST. SANITARY SEWER
02 EXIST. 16" WATER LINE
03 EXIST. FIRE HYDRANT
04 EXIST. WATER VALVE
05 EXIST. POWER POLE
06 EXIST. CURB & GUTTER, RETAIN & PROTECT
07 16" x 8" HOT TAP WITH 8" GATE VALVE
(SEE SHEET 4)
08 8" CLASS 50 DUCTILE IRON WATER LINE
(SEE SHEET 3.0)
09 20' - 8" CLASS 50 D.I. WATER LINE STUB
10 8" GATE VALVE
11 STD. FIRE HYDRANT RE: ISPWC SD-404
12 1
12" WATER SERVICE CONNECTION RE: CITY OF
REXBURG STD. DWG. 402
13 1
12" INTERIOR WATER METER RE: CITY OF
REXBURG STD. DWG. 402
14 1
12" HDPE WATER SERVICE LINE
15 1
12" HDPE LANDSCAPE WATER LINE
16 CITY APPROVED BACKFLOW PREVENTOR
17 4" x 8" SANITARY SEWER TEE
18 8" PVC SANITARY SEWER LINE
(SEE SHEET C3.0)
19 SANITARY SEWER MANHOLE
(SEE SHEET C3.0)
20 20' - 8" PVC SANITARY SEWER STUB @0.40%
21 4" PVC SDR35 SANITARY SEWER SERVICE LINE
22 1500 GALLON TRAFFIC RATED GREASE TRAP
23 4" TRAFFIC RATED CLEAN-OUT
RE: ISPWC SD-506A
24 RMP TRANSFORMER RE: ELECTRICAL SITE PLAN
25 UNDERGROUND ELECTRICAL CONDUIT
RE: ELECTRICAL SITE PLAN
26 GAS LINE - TRENCH BY SITE CONTRACTOR, GAS
LINE AND METER BY IMG.
27 DELIVERY ACCESS RAMP
28 ADA RAMP; RE: B2 / C4.0
29 4" YELLOW PAVEMENT MARKING
30 WHITE PAVEMENT MARKING WHERE SHOWN
31 ADA PARKING PAVEMENT MARKINGS WITH
RESERVED PARKING SIGN
32 4' WIDE TRUNCATED DOME PANEL
33 WHITE PAINTED CROSSWALK
34 4" WIDE YELLOW PARKING STRIPE
35 DUMPSTER ENCLOSURE RE: ARCHITECTURAL
PLANS
36 PEDESTAL SIGN RE: ELECTRICAL SITE PLAN
37 SITE LIGHTING RE: ELECTRICAL SITE PLAN
38 PRE-SELL BOARD
39 ORDER STATION
40 2" CALIPER DECIDUOUS TREES @ 30' O.C.
(5 EACH)
41 TURF SEEDING / SOD
42 LARGE SHRUB / SCREENING SHRUB
43 SMALL SHRUB
44 4" GREASE LINE
45 4" WASTE LINE
46 8" THICK CONCRETE PAD
47 FUTURE BEEHIVE CREDIT UNION SERVICE LINES
48 SNOW STORAGE
49 SAFETY RAILING RE: 9/C5.3
50 STEEL BOLLARDS RE: 12/C5.3
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SITE/UTILITY PLAN
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SITE INFORMATION
SNOW STORAGE
SURFACE AREA - 14,350 SQ. FT.
STORAGE AREA REQUIRED - 1,435 SQ. FT.
STORAGE AREA PROVIDED - 2,492 SQ. FT.
SNOW STORAGE FOR PRIVATE ROAD WILL BE
ALONG THE EAST AND SOUTH SIDE
RESPECTIVELY
LANDSCAPE
LOT AREA - 29,666 SQ. FT.
LANDSCAPE REQUIRED - 2,967 SQ. FT. (10%)
LANDSCAPE PROVIDED - 5,020 SQ. FT.
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FUTURE BEE HIVE CREDIT UNION
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
GREBEIFRFF
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STORMWATER NOTE
REQUIRED STORM WATER TO RETAIN ON SITE WAS
CALCULATED USING THE FOLLOWING VALUES:
EAST SIDE
C (weighted) = 0.83
INTENSITY (i) = 0.9 in/hr
AREA (A) West = 0.49 acres
Q = CiA = 0.37 cfs
T (Storm Duration) = 1 hr = 3600 seconds
V = CiAT = 1,318 cu. ft.
SITE STORM WATER RETENTION REQ'D - 1,318 cu. ft.
INFILTRATOR STORAGE PROV'D - 1,525 cu. ft.
WEST SIDE
C (weighted) = 0.83
INTENSITY (i) = 0.9 in/hr
AREA (A) East = 0.40 acres
Q = CiA = 0.30 cfs
T (Storm Duration) = 1 hr = 3600 seconds
V = CiAT = 1,076 cu. ft.
SITE STORM WATER RETENTION REQ'D - 1,076 cu. ft.
INFILTRATOR STORAGE PROV'D - 1,346 cu. ft.
01 A.C. PAVEMENT SECTION RE: C3 / C4.0
02 CURB TYPE INLET BOX RE: A2 / C4.0
03 AREA TYPE INLET BOX RE: A3 / C4.0
04 12" HDPE STORM DRAIN
05 6" PVC ROOF DRAIN
06 STORM SEWER MANHOLE RE: ISPWC SD-501
07 STORMTECH MC-3500 CHAMBERS
(7 UNITS WEST SIDE, 8 UNITS EAST SIDE)
08 4" TRAFFIC RATED CLEAN-OUT
RE: ISPWC SD-506A
09 6" x 12" INSERTA-TEE
10 CONCRETE DRIVEWAY APRON RE: B3 / C4.0
11 PRIVATE CONCRETE SIDEWALK RE: B4 / C4.0
12 CITY OF REXBURG CONCRETE SIDEWALK
RE: REXBURG STANDARD DRAWING SHT. 3
13 NORTH - SOUTH PRIVATE ROAD RE: C1 / C4.0
14 EAST - WEST PRIVATE ROAD RE: C2 / C4.0
15 COMMERCIAL DRIVEWAY RE: REXBURG
STANDARD DRAWING SHT. 7
16 DEPRESS CURB AT ADA RAMP
17 DITCH WATER DIVERSION BERM RE: C1 / C4.0
18 FUTURE CITY OF REXBURG SIDEWALK
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GRADING/DRAINAGE PLAN
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ROLLED CURB AND GUTTER RE: A1 / C4
FLAT CURB AND GUTTER RE: A1 / C4
CATCH CURB AND GUTTER RE: A1 / C4
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SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
GREBEIFRFF
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PRIVATE DRIVE PROFILE
01 STANDARD MANHOLE TYPE A RE: ISPWC SD 501
02 8" PVC SDR35 SANITARY SEWER MAIN LINE
03 CONNECT EXISTING SEWER LINE TO NEW
MANHOLE
04 8" CLASS 50 DUCTILE IRON WATER LINE
(6' MIN. BURY)
05 GATE VALVE (SEE SHT. C1.0 FOR OTHER
LOCATIONS)
06 16" x 8" HOT TAP WITH 8" GATE VALVE
07 CAP WITH THRUST BLOCK
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SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
GREBEIFRFF
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A2 CURB TYPE INLET BOX
PRIVATE DRIVE SECTION (NORTH-SOUTH)
AREA TYPE INLET BOXA3
C1
TYPICAL CURB SECTIONSA1
ROLLED CURB & GUTTER SECTION
NOTES:
FLAT CURB & GUTTER SECTION
DETECTABLE WARNING PAVERS
6" MIN.
3'
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6"
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SIDEWALK DETAILB4B2ADA RAMP DETAIL
PROJECT PAVEMENT SECTIONC3
STANDARD BACK FILL TRENCH & RESURFACINGB1
12"MIN
EACH
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CONCRETE DRIVEWAY APRONB3
SURFACE REPAIR WIDTH
(1/2 OF TRENCH DEPTH ALLOWED PER SIDE - MAXIMUM)NOTES:
1. TRENCH EXCAVATION PER SECTION 301
2. BACKFILL AND COMPACTION CLASS A-1
SITE DETAILS
PRIVATE DRIVE SECTION (EAST-WEST)C2
CATCH CURB & GUTTER SECTION
TRASH ENCLOSURE ELEVATIONS
SCALE: 3/8"=1'-0"
TRASH ENCLOSURE PLAN
SCALE: 3/8"=1'-0"
WALL SECTION-ALT. SPLIT FACE CMU
SCALE: 3/4"=1'-0"
DROP PIN DETAIL
SCALE: 3/4"=1'-0"
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: *****
DRAWN BY: ***
CHECKED BY: ***
SHEET NAME
SHEET NUMBER
SITE NUMBER:
BASE MODEL:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
PROJECT TYPE:
3 business days
prior to excavation:
Know what's below.
Call before you dig.
00000
CIVIL/SITE PROTO
COMPANY
NEW
COMPANY
2020
NEW BUILD
2020
XXX
SUMMER 2020
CIVIL/SITE
PROTOTYPE
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MASONRY TRASH
ENCLOSURE DETAILS
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: *****
DRAWN BY: ***
CHECKED BY: ***
SHEET NAME
SHEET NUMBER
SITE NUMBER:
BASE MODEL:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
PROJECT TYPE:
3 business days
prior to excavation:
Know what's below.
Call before you dig.
00000
CIVIL/SITE PROTO
COMPANY
NEW
COMPANY
2020
NEW BUILD
2020
XXX
SUMMER 2020
CIVIL/SITE
PROTOTYPE
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DRIVE-THRU ORDER
STATION DETAILS
2 CANOPY FOOTING SECTION
5 MENU BOARD FOOTING
CLEARANCE 9'-0"
4 ORDER STATION CANOPY FOOTING1ORDER STATION PLAN VIEW 3 ORDER STATION CANOPY
6 CANOPY PROTECTION BAR
7 PRE-SELL BOARD FOOTING
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: *****
DRAWN BY: ***
CHECKED BY: ***
SHEET NAME
SHEET NUMBER
SITE NUMBER:
BASE MODEL:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
PROJECT TYPE:
3 business days
prior to excavation:
Know what's below.
Call before you dig.
00000
CIVIL/SITE PROTO
COMPANY
NEW
COMPANY
2020
NEW BUILD
2020
XXX
SUMMER 2020
CIVIL/SITE
PROTOTYPE
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MISCELLANEOUS
SITE DETAILS
SUMMER RELEASE 20208/31/20R3
SPRING RELEASE 20194/22/19R1
1 FROSTY BIKE RACK DETAIL 5 FLAG POLE DETAIL
10
VAN ACCESSIBLEBARRIER FREE PARKING SIGN
6 STOP SIGN DETAIL
11 PERFORATED UNDERDRAIN DETAIL
2 PAVEMENT MARKING DETAIL
7 STANDARD BARRIER FREE PARKING SPACE DETAIL
4 BIKE RACK DETAIL
3 PAVEMENT MARKING DETAIL
9 SAFETY RAILING DETAIL
8 PATIO RAILING DETAIL
12 BOLLARD DETAIL
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: *****
DRAWN BY: ***
CHECKED BY: ***
SHEET NAME
SHEET NUMBER
SITE NUMBER:
BASE MODEL:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
FURNITURE PACKAGE:
PROJECT TYPE:
3 business days
prior to excavation:
Know what's below.
Call before you dig.
00000
CIVIL/SITE PROTO
COMPANY
NEW
COMPANY
2020
NEW BUILD
2020
XXX
SUMMER 2020
CIVIL/SITE
PROTOTYPE
MO
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CIVIL SPECIFICATIONS
”
PART 1 - GENERAL
PART 2 - EARTHWORK
PART 3 - UTILITIES
PART 4 - PAVING PART 5 - LANDSCAPING MATERIALS
PART 7 - SOIL EROSION AND SEDIMENTATION
PART 6 - ELECTRICAL
FUTURE BEE HIVE CREDIT UNION
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LANDSCAPE LEGEND
QUANTITY
PLANT IDENTIFICATION KEY
PLANTS TO BE INSTALLED
CUT EDGE AS DETAILED
PROPERTY LINE (VERIFY)
2
QC
MAINTAINED LAWN AREAS
TURF SOD AND TOPSOIL AS
SPECIFIED
1" MINUS BLACK AND TAN
PERMABARK MULCH AT 3"
DEPTH OVER TOPSOIL AS
SPECIFIED
PLANT SCHEDULE
QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES
DECIDUOUS SHADE TREES
5 MA Malus "Spring Snow" Springsnow Flowering Crabapple 2" CAL. B&B Class I - 15' H x 15' W
SHRUBS/PERENNIALS/ORNAMENTAL GRASSES
16 BU Buxus x 'Glencoe'Chicagoland Green® Boxwood 1 gal. 2' H x 2' W; pruned to hedge in future
24 CV
Coreopsis verticillata 'Moonbeam' Moonbeam Coreopsis 1 gal.2' H x 2' W
37 EA Euonymus alatus 'Compactus' Compact Burning Bush 5 gal.5' H x 5' W
9 HS Helictotrichon sempervirens Blue Oat Grass 1 gal.3' H x 3' W
6JSJuniperus sabina 'Broadmoor' Broadmoor Juniper 2 fgal.2.5' H x 6' W
27 PV
Panicum virgatum 'Heavy Metal'Heavy Metal Switch Grass 2 gal.5' H x 2' W
18 RA Rhus aromatica "Gro-Low" Gro-Low Sumac
2 gal.2' H x 6' W
5 SR Saccharum ravennae Ravenna Grass
5 gal.12' H x 6' W
3 WF Weigela florida 'Red Prince'Red Prince Weigela 5 gal.6' H x 6' W
LA-238
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L1.00
WENDY'S
MOODY RD. & N 2ND E
REXBURG, ID 83440
City Review
21077
BSS RE
08/18/2021
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LANDSCAPE PLAN
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DATE
SHEET
REVISION/ISSUENO. DATE
CALL 2 BUSINESS DAYSIN ADVANCE BEFOREYOU DIG, GRADE, OREXCAVATE FOR THEMARKING OFUNDERGROUNDMEMBER UTILITIES
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reandpartners.com + 208-514-3300 + 1450 W. Bannock Street, Boise, Idaho 83702
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SCALE:
0
1"= 20'-0"
20 40 6020
LANDSCAPE PLAN
LANDSCAPE NOTES:
1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT
THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK.
2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN
APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED
PLANT MATERIALS CAN NOT BE OBTAINED.
3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS.
4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION
START-UP.
5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS.
6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE
SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION.
7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES
AND CALL OUT SYMBOL NUMBERS.
8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF 1" MINUS BLACK AND TAN
PERMA-BARK ROCK MULCH OVER DEWITT PRO-5 WEED BARRIER LANDSCAPE FABRIC. SUBMIT SAMPLE FOR
APPROVAL.
9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF
ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION
IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER.
10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE
DRAINAGE IN ACCORDANCE WITH THE SITE CIVIL GRADING PLAN.
11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000
SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.
12. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S
RECOMMENDATIONS.
13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM
12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE
3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD
AREAS, AND 1" BELOW ADJACENT SURFACES OF TURF SEED AREAS.
14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN
QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM.
PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS.
TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS
WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF
ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTOR IS RESPONSIBLE TO EITHER:
A) PROVIDE APPROVED IMPORTED TOPSOIL, OR
B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT.
15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL
LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND
FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR
TOXIC MATTER HARMFUL TO PLANT GROWTH.
A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO
THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES
WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES.
B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND GENERAL
TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING
AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE
BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION.
ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6.
16. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE
OPERATIONS AND DISPOSE OF PROPERLY OFF SITE.
17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL STORM DRAIN PIPE, STRUCTURES, OR
FACILITIES.
18. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE
CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM.
19. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
1. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH INSURES
COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS TO BE
IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS.
2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES.
3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS, 6 -12 INCHES
IN UN-MAINTAINED LAWNS AREAS.
4. PLANTER BEDS ARE TO HAVE IN-LINE EMITTER DRIP TUBING IRRIGATION LAID OUT IN A LATERAL PATTERN PER
MANUFACTURER'S RECOMMENDATIONS.
5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER
REQUIREMENTS ARE AS FOLLOWS:
a. PRECISE INDIVIDUAL STATION TIMING
b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES
c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE
d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF
e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING STATIONS WILL BE
DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES.
f. WIFI ENABLED CONTROLLER IF POSSIBLE WITH BUILDING SERVICES AVAILABLE.
6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO
RESPECTIVE HYDRO-ZONES.
7. THE POP-UP OR ROTOE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD
COVERAGE WITH TRIANGULAR SPACING.
8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES (BUILDINGS,
SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS).
9. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6) AUTOMATIC VALVE ZONES. APPROVE Q.C.V.
LOCATIONS WITH LANDSCAPE ARCHITECT.
IRRIGATION NOTES:
1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON
THEM PRIOR TO PLANTING OR HYDROSEEDING.
2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH “ROUND-UP” (CONTACT HERBICIDE) OR APPROVED
EQUAL.
3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE.
4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS.
AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS.
5. APPLY SECOND APPLICATION OF “ROUND-UP” TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE
WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7)
DAYS. REMOVE WEEDS FROM THE SITE.
6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR SHALL BE
DIRECTED TO PERFORM A THIRD APPLICATION.
7. AT THE TIME OF PLANTING AND HYDROSEEDING, ALL PLANTING AREAS SHALL BE WEED FREE.
WEED ABATEMENT NOTES:
PROJECT INFORMATION
LANDSCAPE REQUIREMENTS
1. DUMPSTER ENCLOSURE
2. VISION TRIANGLE
3. EXISTING POWER POLE
4. SITE LIGHTING - SEE SITE ELECTRICAL PLANS
5. 1-1/2" HDPE LANDSCAPE WATER LINE
6. PEDESTAL SIGN LOCATION - SAVE AND PROTECT
7. LANDSCAPE BY ADJACENT OWNER
8. SNOW STORAGE
CALLOUT NOTES #CALLOUT NUMBERS
REFER TO NUMBERED
NOTES BELOW
CITY OF REXBURG CODE:
TOTAL SITE AREA: 29,666 S.F.
TOTAL LANDSCAPE AREA: 5,020 S.F. (17% OF SITE)
CBC ZONE REQUIRES 10% MINUMUM SITE LANDSCAPE
STREET LANDSCAPE BUFFER REQUIREMENTS:
a. SCREENING REQUIREMENTS.
THE BUFFER SHALL CONSIST OF A MINIMUM FIVE (5') FEET
WIDE LANDSCAPED STRIP TO BE PLANTED WITH GROUND
COVER, ONE (1) TWO (2”) INCH DECIDUOUS TREE AND FIVE (5)
FIVE-GALLON SHRUBS PER THIRTY (30') LINEAL FEET.
LANDSCAPING MUST BE MAINTAINED AS IN ITS ORIGINAL
DESIGN AND PURPOSE.
i. PARKING AREAS.
AN EFFECTIVE BUFFER SHALL BE PROVIDED BETWEEN
PARKING AREAS FOR FIVE (5) OR MORE VEHICLES AND
EXISTING RESIDENTIAL USES, SCHOOLS, HOSPITALS,
NURSING HOMES AND OTHER INSTITUTIONS FOR LONG-
TERM HUMAN CARE. COMMERCIAL PARKING LOTS SHALL BE
SEPARATED FROM THE CITY RIGHT-OF-WAY WITH A MINIMUM
TEN (10') FEET WIDE BUFFER. A SIX (6') FEET VINYL OR
MASONRY FENCE MAY BE SUBSTITUTED FOR THE
LANDSCAPE BUFFER, BUT NOT IN THE FRONT YARD OR
FRONT YARD SETBACKS, SEE PARAGRAPH B. BELOW.
LANDSCAPING MUST BE MAINTAINED AS IN ITS ORIGINAL
DESIGN AND PURPOSE.
NORTH BOUNDARY STREET BUFFER:
162 LIN. FT. (MOODY HIGHWAY)
TREES REQUIRED- 5
TREES PROVIDED- 5
SHRUBS REQUIRED - 27
SHRUBS PROVIDED - XX
WIDTH OF BUFFERS REQUIRED: 5'-0" MINIMUM
WIDTH OF BUFFERS PROVIDED: 10'-0"
EAST BOUNDARY STREET BUFFER:
154 LIN. FT. (PRIVATE DR.)
TREES REQUIRED - NOT CITY RIGHT OF WAY
TREES PROVIDED- 0
WIDTH OF BUFFERS REQUIRED:0'
WIDTH OF BUFFERS PROVIDED: VARIES 7'-8'
SOUTH BOUNDARY BUFFER:
151 LIN. FT. (UNDEVELOPED-SAME CBC ZONING)
TREES REQUIRED- 0
TREES PROVIDED- 0
WIDTH OF BUFFERS REQUIRED: 0'
WIDTH OF BUFFERS PROVIDED: VARIES 8'-20'
WEST BOUNDARY BUFFER:
182 LIN. FT. (UNDEVELOPED-FUTURE-SAME CBC ZONING)
TREES REQUIRED- 0
TREES PROVIDED- 0
WIDTH OF BUFFERS REQUIRED: 0'
WIDTH OF BUFFERS PROVIDED: 5' MINIMUM
REQUIRED PLANT MATERIAL SIZES
DECIDUOUS TREES - 2" CAL. MIN. - PROVIDED 2" CAL.
EVERGREEN TREES - 7' HT. MIN. - PROVIDED 7'-8' HT.
SHRUBS - 5 GAL, MIN. - PROVIDED 5 GAL.
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1. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED.
2. NEWLY GRADED SUBGRADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INCHES. REMOVE STONES
LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER
AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY.
3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE.
4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD.
5. UNCHANGED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY
EXCAVATING, GRADING, OR SURFACE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE SOIL AS FOLLOWS:
A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL.
B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. APPLY SOIL AMENDMENTS AND
FERTILIZERS ACCORDING TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6
INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE.
6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING.
A. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, TRASH, AND OTHER
EXTRANEOUS MATTER.
B. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDING GRASS, VEGETATION, AND TURF, OFF OWNER'S
PROPERTY.
7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE,
UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND
RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS
THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE.
8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO
DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL.
9. BEFORE PLANTING, OBTAIN LANDSCAPE ARCHITECT'S ACCEPTANCE OF FINISH GRADING; RESTORE PLANTING
AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING.
TURF AREA PREPARATION NOTES:
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WENDY'S
MOODY RD. & N 2ND E
REXBURG, ID 83440
City Review
21077
BSS RE
08/18/2021
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CALLOUT NUMBERS
REFER TO NUMBERED
NOTES BELOW
DECIDUOUS TREE PLANTING3 NOT TO SCALE
SOIL LINE
ROOT FLARE TO BE AT SOIL LINE
NOTES:
1. REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP
2 3 OF ROOTBALL. REMOVE ALL NAILS, TIES, AND PLASTIC FROM
ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY
BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL.
2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO ENSURE
THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR
AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE
WARRANTY PERIOD.
3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE
ARCHITECT BEFORE PROCEEDING.
4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT
MATERIAL.
5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING
METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE.
6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER (DEEPROOT
#24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS
SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS.
REMOVE DEAD/DAMAGED BRANCHES AND
PRUNE TO INTERNATIONAL SOCIETY OF
ARBORICULTURE STANDARDS; IMPROPERLY
PRUNED TREES (AS DETERMINED BY THE
LANDSCAPE ARCHITECT) SHALL BE REMOVED
AND REPLACED. DO NOT REMOVE MAIN
LEADER!!
RUBBER CINCH TIE
2"x 2" WOOD STAKE (LENGTH AS
REQUIRED)-DO NOT PENETRATE ROOTBALL.
SEE NOTE 1. SET STAKES PARALLEL TO
PREVAILING WIND.
REMOVE TREE WRAP TRUNK PROTECTION,
AFTER INSTALLATION
CONSTRUCT 2" EARTH BERM AT EDGE OF
ROOTBALL, FILL TREE RING W/ MULCH, AS
SPECIFIED.
3" THICK MULCH LAYER, KEEP MULCH 3" AWAY
FROM TRUNK.
FINISH GRADE
PREVAILING WIND DIRECTION
COMMERCIAL SLOW RELEASE FERTILIZER
TABLETS
SIDES OF HOLE ROUGH & UNEVEN
BACKFILL WITH APPROVED TOPSOIL AND
SOIL AMENDMENTS AS SPECIFIED.
BACKFILL IN 6" LIFTS, WATER EACH LAYER,
TAMP LIGHTLY AS REQUIRED, BACKFILL
SOIL EVEN W/ TOP OF ROOTBALL,
DO NOT OVER COMPACT!!
SET ROOTBALL ON NATIVE, UNDISTURBED
SOIL
SHRUB PLANTING4 NOT TO SCALE
1. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY.
2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS.
3. THIN BRANCHES AND FOLIAGE BY
13.
4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE.
5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED
VERTICAL CUTS.
NOTES:
REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER
MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT
ROOT GROWTH
CONSTRUCT 2" EARTH BERM TO FORM A WATER
RETENTION BASIN, FILL BERM WITH MULCH, AS
SPECIFIED
MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. DO
NOT COVER CROWNS OF PLANTS
PROVIDE COMMERCIAL FERTILIZER TABLETS AND
BIOSTIMULANT, AS SPECIFIED, FOR EACH SHRUB
BACKFILL WITH APPROVED TOPSOIL AND SOIL
AMENDMENTS, AS SPECIFIED. BACKFILL IN 6" LIFTS,
WATER EACH LAYER, DO NOT TAMP OR OVER
COMPACT.
CONSTRUCT 6" MOUND OF TOPSOIL
GROUNDCOVER PLANTING2 NOT TO SCALE
SECTION
PLAN VIEW
1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN.
2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER
BEDS.
NOTES:
FINISH GRADE PER PLANS
GROUNDCOVER PLANTING PER PLANTING PLAN
MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED.
DO NOT COVER CROWNS OF PLANTS
TILL SOIL TO A DEPTH OF 12", BACKFILL WITH
APPROVED TOPSOIL AND SOIL AMENDMENTS, AS
SPECIFIED.
SUBGRADE
A = LENGTH, AS SPECIFIED
OR PER PLANT SCHEDULE
B = 85% OF 'A'
PLANTER BED CUT EDGE
(TYPICAL AT TREES IN TURF AREAS)1 NOT TO SCALE
APPROVED TOPSOIL AND SOIL
AMENDMENTS AS SPECIFIED
3" DEPTH OF MULCH AT PLANTER
BEDS
FINISH GRADE,
PER PLANS
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