HomeMy WebLinkAboutSDP201600030 Plan - Approved 2016-06-1518 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
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BAKER BUTLER E.S.
SECURITY ADDITION
MINOR SITE PLAN AMENDMENT
COUNTY OF ALBEMARLE, VIRGINIA
RIVANNA DISTRICT
5/17/2016
,,,vanns River
�ttesvllh AlhFrn�trlP
PROJECT
CATION
LoBatler
szt Elementary School
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Proffit
VICINITY MAP
SCALE 1":2000'
OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 MCINTIRE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LETTERI
TELEPHONE: (434) 975-9340
FAX: (434) 975-9341
ENGINEER OF RECORD:
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: JOHN HASH, P.E.
TELEPHONE: 434-414-0354
SITE DATA:
_
ENGINEER: TIMMONS GROUP
C0.0
919 2ND ST. S.E.
C1.0
CHARLOTTESVILLE, VA 22902
C2.1
TELEPHONE: 434-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
O N N
CRAIG. KOTARSKI@TIMMONS.COM
U N p M
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TAX MAP PARCEL, 48-30
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LIMITS OF DISTURBANCE: 2,030 SF
17
ZONING: RA, AIA
H
MAGISTERIAL DISTRICT: RIVANNA
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SOURCE TOPOGRAPHY: TIMMONS GROUP, MAR 2016
10
DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
8
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
DESCRIPTION
SMARTNET
41
BUILDING HEIGHT: 14' (ADDITION)
BUILDING AREA: 1,254 SF
PROPOSED USES: ADMINISTRATIVE AND SECURITY IMPROVEMENTS
G
NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1,254 SF
WETLAND IMPACTS: NONE
WATER SUPPLY: ACSA
DRAINAGE DISTRICT: SOUTH FORK RIVANNA RIVER
THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN,
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BAKER BUTLER E.S.
SECURITY ADDITION
MINOR SITE PLAN AMENDMENT
COUNTY OF ALBEMARLE, VIRGINIA
RIVANNA DISTRICT
5/17/2016
,,,vanns River
�ttesvllh AlhFrn�trlP
PROJECT
CATION
LoBatler
szt Elementary School
Q'
Proffit
VICINITY MAP
SCALE 1":2000'
OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 MCINTIRE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LETTERI
TELEPHONE: (434) 975-9340
FAX: (434) 975-9341
ENGINEER OF RECORD:
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: JOHN HASH, P.E.
TELEPHONE: 434-414-0354
TOTAL = 3 SHEETS
60 be. No 311371 a
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IONAL
Sheet Index
Sheet Number
Sheet Title
C0.0
COVER
C1.0
SITE PLAN
C2.1
SITE LIGHTING CALCULATIONS
TOTAL = 3 SHEETS
60 be. No 311371 a
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DATE
DESCRIPTION
51
41
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17
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18 17 16 15 14� 13 12 11 10
O GRIMM AND PARKER, P.C. 2014
GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED
WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER
CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE
AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH
SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS,
5, ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND 1
LD -94 (D) 121.13.
6, ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN
ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR
GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
7. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL
SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON
ALL UNITS.
8, ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED
PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A
LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE
CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN
ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER
IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE
APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN,
CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001.
11. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO
REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY.
12. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
13, THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR
DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO
PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
14. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF
REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
15, ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED
PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE,
16. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL
MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND
BRIDGE STANDARDS.
17. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL
COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE,
AND ICC/ANSI A117.1-03.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT,
2. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING
OR OTHER CONSTRUCTION.
3. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
4. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES.
6. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS
III.
7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
LANDSCAPE GENERAL NOTES
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800,552.7001 FOR LOCATION OF
ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER
CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS,
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE
FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS.
ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT
MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER
WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT
SPECIFICATIONS.
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN
UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM
TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY
ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO
THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL
FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE,
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE
GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL
DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE
LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL
INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA
OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS
BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY,
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
16
91 81 6 5 41 31--- 21 1
STORM MHD �
TOP=4.93.14'
INV. 1N=473.56' 21 "RCP
INV. 1N=479.86' 15'"RCP s' J
`\ \, INV 0UT=479.36'24'RCPC(
2)i 2) - - - - - - 5" MAPLE J
SIGN
HC RAMP
CONC.
011
/ SD CURAB INLET V//�4HD
2.5'X2.5'GR,4TElNLET /r//�� \\ TOP=493.51'
TOP=492, 90' / / ��' INV. IN=430.37' 2177CP
INV. IN=435.22' 15" 1 rTAL J INV. OUT-_ v ' /' r' r ` ,
INV OUT=4t 5.15' 15"RCP u0.3 9, 21 "RC,P
/J \ \
6„ A,4 PL
e�1 1, LAMP POST \
DO
HC RAMP ---
REMOVE WALL �G Q, LANDSCAPE ARBA \
LAMP ��#p P�� 4'V/ 2'x 6' FFNCH
% SAWCUT CONCRETE
REMOVE ® I
DOWNSPOUT \ 7" A;`!A PL F
� REMOVFsCONCRETE
RELOCATE
FLAG -POLE
REMOVE
DOWNSPOUT
REMOVE WAL # � \ \
LAMP �y ' 0 CONC. /
(TYR) � �c,
1 LEVEL BLOCK BUILDING
( RAISED CLEARANCE)
R,4K -P-BUTLER FLFA11.
DOIVNvr!IOUT
FFE 195.14' r,
nO�isVswur
EXISTING CONDITIONS & DEMOLITION
Ninety Degree Downspout Boots
W11 D"
Cleanout with
neoprene
gasket
Stainless st
tamper -pr
screw (2)
T- 3.,
4
16" _
S
NOTES: DOWNSPOUT BOOTS TO BE CAST IRON AND MATCH EXISTING
EXIST GRADEMETAL INSPECTION FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
3" CONCRETE COLLAR
.+CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END OF
CLEANOUT DETAIL
No Scale
15 14 13 12 11
D•: 0W!V,-POtJT
IN M
Z
SCALE 1"=10'
0 10' 20'
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL 175-200 LBS.
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-5%
KENTUCKY BLUEGRASS 0-5%
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE 128 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP * 20 LBS.
150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP * 20 LBS.
CROWNVETCH ** 20 LBS.
150 LBS.
* USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE
** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER
SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.
PS 3.32
PERMANENT SEEDING MIX FOR PIEDMONT AREA
No Scale
91 81 7
STORM A1I-0
TOP==493.14' ;!
INV. /N=479.56'21 "RCP
INV IN=479.8C" 15"RCP
\ /N17. OUT=4Z9.36'24"RCP Jv J J
\ \ ' r��,� C(
r/,pf?------' 5" AMPLE J
SIGN
HC RAPP
CONC. \ \ \ \ \ r l
SD CURD INLET lr^✓' l4 if -ID
2.5`,�'2.5'GRAT INLET // r/�\ \ \ TOP=493.51'
TOP= 492.90' INV. 1N=430.37'21"1_ -,CP`
INV. OUT=430.32' 21 "RCP
Ili . OUT=48 . 15' 1 a "RCP
TIE TO EXISTING
STRUCTURE. \ \ \\I \
N� ` �6, INV 489.70 CONC. \ \ \
'�� ` `\ CLEANOUT 4
` INV IN: 490.50
DOWNSPOUT PS INV OUT: 490;501PLE
INV: 491.64 LAP 11-0 POST \
`� ` ♦ CLEANOUT 3�' °` \
DO11.,VSi ')UTA ♦ INV IN: 490.58 --�
LIMITS OF INV OUT: 490.58 - ry\� /
DISTURBANCE 2,030 SF + HC RAP z
1r \
` WINTER BEM
*441,♦ HOLLY 1.5"
X 494.87 LANDSCAPE AREA
/ ♦ Hv'12' x 6' RENCH
/
`
EN ♦ ♦ CLEANOUT 2
SURE PO INV IN: 491.12
DRAINAGE AOleWAY ♦ INV OUT: 491.12 L_---'
FROM BUILDING ♦♦ TIE TO EXISTING^,
♦�\ \ ♦CONCRETE 7" AMPLE
♦�\ \ DOWNSPOUT ` ♦♦
♦;� INV: 491.64 %*
♦ `\ ` 4.8N
♦♦ CLEANOUT 1
♦� INV IN: 491.58 RELOCATED FLAG {
♦ LANDSCAPED AREA ♦♦ INV OUT: 491,58 POLE {
`♦� ' \ DOWNSPOUT /
♦` \ INV: 491.64 /JOEX,494.91
��\ \ 494.98
♦ -- / 4 //'
1 LEVI-.-I. FLOCh'FUILDI;JG \// �� 0
(RAISED CLEARANCE)
BAKE -I F_LE7, 1. ♦ `� d, / \ �� tiG % `��0�
DOIV;Vr ,rrOUT i
FF'E=495.14' a �,��,>/1 »\((( ' J �<
f R
fi
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP Y OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE PLANTING
No Scale
SITE PLAN
DO:vn POUT \�
DOWtisPOUT
61 5
3
=W
M
0
z
SCALE 1"=10'
0 10' 20'
ROOT BALL
12 GAUGE GALVANIZED WIRE
�- 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
82"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
Lic. No. 31371 ��►
J -7116
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