1 Fleet Landing Blvd. CIV18-00002 dwgs17GUY WIRE 12 GA.
ANNEALED GALV. STEEL
MULCH (3" MIN.)
EARTH SAUCER
RUBBER HOSE
LIMIT OF MULCH
II Ih
Lire _��!a��Q!�►.._ a
_ GUY WIRE 12 GA.
ANNEALED GALV. STEEL
1/2" RUBBER HOSE 1/2" RUBBER HO TURNBUCKLE (GALV.)
MULCH (3" MI 2"X2"X3' STAKE
EARTH SAUCER 3"
REMOVE TOP 1/3 BURLAP
WRAP TRUNK �_ PREPARE PLANTING MIX
-��._►r`l��lnl.�l%_
PER SPECIFICATIONS PER SPECIFICATION
REMOVE TOP 1/3 BURLAP
_ PREPARE PLANTING MIX
PER SPECIFICATION
— V1 COMPACTED PLANTING MIX
2D
PREPARED PLANTING MIX
EARTH SAUCER
— GUY WIRE
TREE PLANTING DETAIL (2-1\2 1) CALIPER OR LESS)
SPACING
1/2 D D
MULCH (3" MIN.)
GRADE
DEPTH VARIES 11=1 11=1 I �:I I II
WITH PLANT
GUY WIRE
RUBBER HO`.
LIMIT OF MULCH
1 1 \
2D
COMPACTED PLANTING MIX
PREPARED PLANTING MIX
EARTH SAUCER
TURNBUCKLE
MULTIPLE TRUNK TREE PLANTING DETAIL
NOTES:
1.) ATTACH GUY WIRES TO CENTRAL LARGEST TRUNK.
2.) SPACE STAKES EVENLY AROUND ( AND OUTSIDE) ROOTBALL PIT
SUCH THAT WIRES DO NOT COME IN CONTACT WITH OTHER TRUNKS.
FOUR STAKES SECURE
TRUNK WITH THREE B,
GALVANIZED STEEL WI
F1
SAUCER — LOWER THE
GRADE OF SOIL PLANT
PREPARE PLANTING MIX
PER SPECIFICATION
EXCAVATE AND PREPARE
ENTIRE PLANTING BED
TRENCH EDGER
MASSED SHRUB/GRNDCVR PLANTING DETAIL
a
RE 12 GAUGE
ED GALVANIZED STEEL
4" LEAN TO
F ROOT BALL FLUSH
'LANTING SOIL
PREPARE PLANTING MIX
PER SPECIFICATION
"WTING MIX
3'-0"
PALM TREE PLANTING DETAIL
Plant List
LANDSCAPE NOTES
1. All plants must be healthy, vigorous material, free of pests and disease.
2. All trees and shrubs shall be grade "Florida Fancy''.
3. All plants must be balled and burlapped as indicated in the plant list.
Balled and burlap strapping wire, and any synthetic material shall be removed
prior to final inspection. Wire baskets should be pulled away from the trunk.
4. All plants shall be triangular spaced.
5. All trees msut be guyed and staked as shown in the details.
6. All plants must be treated with a root stimulant per the label at the time of planting.
7. All plants and planting areas must be completely mulched as specified with four (4) inches of
pine straw. A mulch ring for all newly planted Trees shall be provided
at least five (5) feet in diameter and not closer than six (6) inches from the tree trunk.
8. Prior to construction, the landscape contractor shall be responsible for locating all underground
utilities and shall avoid damage to all utilities during the course of the work. The landscape
etc., which occurs as a result of the landscape construction.
Trees shall not be planted closer than 7.5' from the centerline of underground utilities.
9. The landscape contractor is responsible for verifying all quantities shown on these plans, before
pricing the work, the landscape architect shall be notified of any discripencies..
contractor is responsible for repairing any and all damage to utilities, structures, site appurtenances,
10. The planting shall be done in accordance with acceptable horticultural practices. This is to
include proper planting mixing, planted and tree pit preparation., pruning, staking or Tuying,
wrapping, spraying, fertilization, planting and adequate maintenance until acceptance y the owner.
11. The landscape contractor is responsible for fully maintaining all planting (including but not limited
to: watering, spraying, mulching, fertilizing, etc.) of planting areas and lawns until the work is
accepted in total by the landscape architect and the owner.
12. All plants shall be guaranteed for 90 days from final inspection and acceptance. All trees shall
be guaranteed and additional 180 days.
13. All plants are subject to approval by the owner's representative. Prior to planting, all trees
must be approved by the owner or owner's representative.
14. Standards set forth in "American Standard for Nursery Stock" represent guideline specifications
only and shall constitute minimum quality requirements for plantmaterial.
15. This contract is subject to the rules and regulations of the "Grades and Standards for Nursery Plants
as published by the division of plant industry, Florida Department of Agriculture and Consumer Services.
If the owner or Landscape Architect has reason to believe that the plants are not of the specified grade,
he will request a regrading inspection, and such evidence will be basis for requesting replacement of plants
and for legal or other action according to law, should this become necessary.
16. Plant soil mixture: Add sufficient peat or recycled compost and builders sand to natural, fertile, friable topsoil
typical of the locality to achieve a 1:3 organic mixi. Soil in Tree Islands shall have at least 12? of suitable soil
for tree plantings, and be void cf any construction debris or unsuitable materials.
17. Prior 110 any land clearing operations, temporary barriers shall be installed around all trees and all understory
vegetation to remain within the limits of land clearing or construction and shall remain until the completion
of work. The temporary barrier shall comply with the tree barrier detail as depicted on this sheet.
18. No materials, trailers, equipment or chemicals shall be stored, operated, dumped buried or burned whithin the
protected areas. No attachment, wires (other than protective guy wires), signs or permits shall be attached
to a protected tree.
19. When removing branches from protected trees to clear for construction or pruning to restore the natural
shape of the tree, the guidelines in the National Arborist Association Pruning Standards for Shade Trees
and the American National Standards for Tree Care Operations (ANSI #Z133.1) shall be followed. Protected
trees shall be pruned and fertilized as necessary to compensate for any loss of roots and to stimulate root
growth. Any damage to tree crowns or root systems shall be repaired immediately after damage occurs.
20. Trees shall not be planted closer than ten (10) feet from other Trees unless approved.
Vegetation that exceeds twenty—five (25) feet in height at maturity should not be planted closer than fifteen (15) feet
of the vertical plane of an existing power line, excluding service wires.
21. Shrub lines are a to be planted at the required minimum height, not by container size.
Call Before You Dig
r----------------
PEUM
DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 , 2017
REVISIONS
SCALE: No Scale
PROJECT NO: 13-295.03
LS -6
SCHEMATIC
PRICING SET
SHEET NO: 15 of 21
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DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 , 2017
REVISIONS
SCALE: No Scale
PROJECT NO: 13-295.03
LS -6
SCHEMATIC
PRICING SET
SHEET NO: 15 of 21
LEGEND
eP.O.C. "A" AND' B" IS WELL AND PUMP PRODUCING 60 GPM AT 55 PSI
P.O.C. "N" AND "E" IS TEMPORARY METER PRODUCING 75 GPM AT 55 PSI
" PUMP "A" PRESSURE LOSSES:
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
1700' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 3.4 PSI
250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 14.0 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 44 PSI
* PUMP "B" PRESSURE LOSSES:
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
2100' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 4.2 PSI
750' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(7.5) = 1.5 PSI
300' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(3.0) = 2.16 PSI LOSS
250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 18.46 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 49 PSI
*** PUMPING STATION MUST BE PREFABRICATED IN FACTORY OF ITS MANUFACTURER
SHOP DRAWINGS MUST BE PROVIDED BY MANUFACTURER AND APPROVED BEFORE INSTALLATION
* METER "E" PRESSURE LOSSES (WORST CASE OF BOTH METERS):
2" METER LOSS AT 60 GPM = 3.0 PSI LOSS
2" GATE VALVE AT 60 GPM = 0.5 PSI LOSS
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
11 00'OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(11) = 7.92 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 2022 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 51 PSI
RAINBIRD PEB-200-S 2" 200 PSI SELF SCRUBBING ELECTRIC VALVE
WITH FLOW CONTROL
-HUNTER I -CORE -PL OUTDOOR CONTROLLER ON PEDASTAL WITH ICR KIT AND
DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR AT EACH P.O.C.
WELUPUMP "A" TO BE 30 STATION CONTROLLER
WELUPUMP "B" TO BE 24 STATION CONTROLLER
METER "N" TO BE 12 STATION CONTROLLER
METER "E" TO BE 12 STATION CONTROLLER
NOZZLE PSI GPM RAD SPAC PRECIPITATION RATE
F HUNTER PGP #12F 30 10.0 43' 40' 0.63 INCHES/HOUR
TQ HUNTER PGP #11TQ 30 7.6 42' 40' 0.63 INCHESIHOUR
8H HUNTER PGP #10H 30 5.3 41' 45' 0.631NCHES/HOUR
H HUNTER PGP #7Q 30 2.6 41' 40 0.63 INCHES/HOUR
F RAINBIRD 15F 30 3.7 15' 15' 1.581NCHES/HOJR
TQ RAINBIRD 15TQ 30 2.8 15' 15' 1.581NCHES/HOUR
H RAINBIRD 15H 30 1.7 15' 15' 1.581NCHES/HOUR
Q RAINBIRD 15Q 30 1.0 15' 15' 1.581NCHES/HOUR
A RAINBIRD 15A 30 - 15' 15' 1.581NCHES/HOUR
9 RAINBIRD 9SST 30 1.2 9'x18' 10' 1.41NCHES/HOUR
S RAINBIRD 4SST 30 1.2 4'x30' 15' 1.41NCHES/HOUR
C RAINBIRD 4CST 30 1.2 4'x30' 15' 1.41NCHES/HOUR
E RAINBIRD 4EST 30 0.6 4'x15' 15' 1.41NCHES/HOUR
12F RAINBIRD 12F 30 2.6 12' 12' 1.71NCHES/HOUR
12TQ RAINBIRD 12TQ 30 2.0 12' 12' 1.7 INCHES/HOUR
12H RAINBIRD 12H 30 1.3 12' 12' 1.71NCHES/HOJR
12Q RAINBIRD 12Q 30 0.7 12' 12' 1.71NCHES/HOUR
12A RAINBIRD 12A 30 - 12' 12' 1.71NCHES/HOUR
10F RAINBIRD 10F 30 1.6 10' 10' 1.51NCHES/HOUR
10H RAINBIRD 10H 30 0.8 10' 10' 1.51NCHES/HOUR
10T RAINBIRD 10T 30 0.6 10' 10' 1.51NCHES/HOUR
10Q RAINBIRD 10Q 30 0.4 10' 10' 1.51NCHES/HOUR
8F RAINBIRD 8F 30 1.6 8' 8' 1.51NCHES/HOUR
8H RAINBIRD 8H 30 0.8 8' 8' 1.51NCHES/HOUR
8Q RAINBIRD 8Q 30 0.4 8' 8' 1.51NCHES/HOUR
F RAINBIRD B -5F 30 1.5 5' 5' -
H RAINBIRD B -5H 30 1.0 5' 5'
Q RAINBIRD B -5Q 30 0.5 5' 5'
C RAINBIRD B -5C 30 0.5 5' 5'
4 RAINBIRD B1408 30 2.0
3 RAINBIRD 81404 30 1.0
2 RAINBIRD B1402 30 0.5 - -
RAINBIRD 81401 30 0.25 - -
***ANY HEADS BID AS "OR EQUAL" MUST SUBMIT WRITTEN, DOCUMENTED
PROOF OF A MINIMUM UNIFORMITY COEFFICIENT OF 85%
AND A MINIMUM SCHEDULING COEFFICIENT OF 1.5
BODY TYPE
12" POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS
■ 4" POP-UP ROTARY
10 4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS
12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS
4" PRESSURE REGULATING POP-UP SPRAY
- BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY
2 1/2" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS
... 2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS
4" SCHEDULE 40 SLEEVING
*** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED
IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS
*** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAY BE HUNTER SOIL CLICK
*** FOUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED
WITH CONTROLLER DESCRIPTION/SPECIFICATION
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DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 , 2017
REVISIONS
PROJECT NO: 13-295.03
IR- I
PERMIT SET
SHEET NO: 16 of 21
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DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 , 2017
REVISIONS
PROJECT NO: 13-295.03
IR- I
PERMIT SET
SHEET NO: 16 of 21
LEGEND
BP.O.C. ::N'" AND "B" IS WELL AND PUMP PRODUCING 60 GPM AT 55 PSI
P.O.C. N' AND "E" IS TEMPORARY METER PRODUCING 75 GPM AT 55 PSI
* PUMP "A" PRESSURE LOSSES:
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
1700' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 3.4 PSI
250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 14.0 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT= 60 GPM AT 44 PSI
* PUMP "B" PRESSURE LOSSES:
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
2100' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 4.2 PSI
750' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(7.5) = 1.5 PSI
300' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(3.0) = 2.16 PSI LOSS
250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 18.46 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT= 60 GPM AT 49 PSI
**** PUMPING STATION MUST BE PREFABRICATED IN FACTORY OF ITS MANUFACTURER
SHOP DRAWINGS MUST BE PROVIDED BY MANUFACTURER AND APPROVED BEFORE INSTALLATION
METER "E" PRESSURE LOSSES (WORST CASE OF BOTH METERS):
"METER LOSS AT 60 GPM = 3.0 PSI LOSS
2" GATE VALVE AT 60 GPM = 0.5 PSI LOSS
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
11 00'OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(11) = 7.92 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 20.22 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 51 PSI
RAINBIRD PEB-200-S 2" 200 PSI SELF SCRUBBING ELECTRIC VALVE
WITH FLOW CONTROL
-HUNTER I -CORE -PL OUTDOOR CONTROLLER ON PEDASTAL WITH ICR KIT AND
DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR AT EACH P.O.C.
WELUPUMP "A" TO BE 30 STATION CONTROLLER
* WELUPUMP "B" TO BE 24 STATION CONTROLLER
METER "N" TO BE 12 STATION CONTROLLER
METER "E" TO BE 12 STATION CONTROLLER
NOZZLE PSI GPM RAD SPAC PRECIPITATION RATE
F HUNTER PGP #12F 30 10.0 43' 40' 0.63 INCHES/HOUR
TQ HUNTER PGP #11 TQ 30 7.6 42' 40' 0.63 INCHES/HOUR
8H HUNTER PGP #10H 30 5.3 41' 45' 0.63 INCHES/HOUR
H HUNTER PGP #7Q 30 2.6 41' 40 0.631NCHES/HOUR
F RAINBIRD 15F 30 3.7 15' 15' 1.581NCHES..iOUR
TO RAINBIRD 15TQ 30 2.8 15' 15' 1.581NCHES/HOUR
H RAINBIRD 15H 30 1.7 15' 15' 1.581NCHES/HOUR
Q RAINBIRD 15Q 30 1.0 15' 15' 1.581NCHES/HOUR
A RAINBIRD 15A 30 15' 15' 1.581NCHES/HOUP.
9 RAINBIRD 9SST 30 1.2 8'x18' 10' 1.41NCHES/HOUR
S RAINBIRD 4SST 30 1.2 4'x30' 15' 1.41NCHES/HOUR
C RAINBIRD 4CST 30 1.2 4'x30' 15' 1.41NCHES/HOUR
E RAINBIRD 4EST 30 0.6 4'x15' 15' 1.41NCHES/HOUR
12F RAINBIRD 12F 30 2.6 12' 12' 1.7 INCHES/HOUR
12TQ RAINBIRD 12TO 30 2.0 12' 12' 1.71NCHES/HOUR
12H RAINBIRD 12H 30 1.3 12' 12' 1.71NCHES/HOUR
12Q RAINBIRD 120 30 0.7 12' 12' 1.71NCHES/HOUR
12A RAINBIRD 12A 30 - 12' 12' 1.71NCHES/HOUR
1OF RAINBIRD 1OF 30 1.6 10' 10' 1.51NCHES/HOUR
1 O RAINBIRD 10H 30 0.8 10' 10' 1.51NCHES/HOUR
10T RAINBIRD 1 O 30 0.6 10' 10' 1.51NCHES/HOUR
10Q RAINBIRD 100 30 0.4 10' 10' 1.51NCHES/HOUR
8F RAINBIRD 8F 30 1.6 8' 8' 1.51NCHES/HOUR
8H RAINBIRD 8H 30 0.6 8' B. 1.51NCHES/HOUR
8Q RAINBIRD 8Q 30 0.4 8' 8' 1.51NCHES/HOUR
F RAINBIRD B -5F 30 1.5 5' 5'
H RAINBIRD B -5H 30 1.0 5' 5'
Q RAINBIRD B -5Q 30 0.5 5' 5-
C RAINBIRD B -5C 30 0.5 5' 5'
4 RAINBIRD 81408 30 2.0
3 RAINBIRD 61404 30 1.0 -
2 RAINBIRD 81402 30 0.5
RAINBIRD 81401 30 0.25
***ANY HEADS BID AS "OR EQUAL" MUST SUBMIT WRITTEN, DOCUMENTED
PROOF OF A MINIMUM UNIFORMITY COEFFICIENT OF 85%
AND A MINIMUM SCHEDULING COEFFICIENT OF 1-5
BODY TYPE
12 POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS
■ 4" POP-UP ROTARY
- 4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS
12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS
4" PRESSURE REGULATING POP-UP SPRAY
- BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY
2 1/2" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS
2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS
4" SCHEDULE 40 SLEEVING
*** 2" ELECTRIC VALVES VVITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED
IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS
*** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAY BE HUNTER SOIL CLICK
*** FOUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED
WITH CONTROLLER DESCRIPTION/SPECIFICATION
FOR CITY OF JACKSONVILLE
AND ATLANTIC BEACH REVIEW,
SEE SHEETS IR -2, IR -3, iR-4 and IR -5
FOR DETAILS 1
Call Before You Dig ]'a''j
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY
OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED
IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
B.BURKE & ASSOCIATES INC.
DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 2017
REVISIONS
SCALE: l°=30'
PROJECT NO: 13-295.03
IR - 2
PERMIT SET
SHEET NO: 17 of 21
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY
OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED
IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
B.BURKE & ASSOCIATES INC.
DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 2017
REVISIONS
SCALE: l°=30'
PROJECT NO: 13-295.03
IR - 2
PERMIT SET
SHEET NO: 17 of 21