HomeMy WebLinkAbout20th & Henry DrCD
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SURVEYOR'S NOTES:
1. LOCATIONS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE
COORDINATE SYSTEM - FLORIDA WEST ZONE PER NAD 1983 HORIZONTAL
DATUM. LOCATIONS ARE REFERENCED FROM CONTROL POINTS PUBLISHED
BY THE NATIONAL GEODETIC SURVEY.
2. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 DATUM.
3. RIGHT-OF-WAY & PARCEL LINES SHOWN HEREON HAVE BEEN PROVIDED BY
PACO COUNTY PROPERTY APPRAISER'S OFFICE. DATA DATED JULY 22,
2013.
4. AERIAL SHOWN HEREON WAS DOWNLOADED FROM THE LABINS WEBSITE.
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THE AS -BUILT INFORMATION SHOWN HEREON
WAS PROVIDED BY THE SURVEYOR NOTED
HEREON AND IS BELIEVED TO BE CORRECT
TO THE BEST OF THE OF THE ENGINEER'S
KNOWLEDGE AND THAT THE ACCURACY OF
THE INFORMATION CANNOT BE GUARANTEED.
Rev. # I Date
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I HEREBY CERTIFY THAT THE ABOVE DEPICTS THE RESULT OF AN AS -BUILT SURVEY MADE UNDER MY
DIRECTION AND THAT THE ELEVATIONS AND LOCATIONS SHOWN ARE CORRECT TO THE BEST OF MY
NORTHPOINT KNOWLEDGE. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET BY FLORIDA Engineer Sheet
CHAPTER 5J-17, F.A.C., PURSUANT TO SECTION 472.027, FLORIDA STATUTES. WCT
LAND SURVEYING, INC. • LB # 6892 Date
2910 WINTER LAKE ROAD DATE 7/16/18
P.O. BOX 804 . LAKELAND, FL 33802 PATRICK J. O'LEARY PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REG. # 5130 Scale 2
(863) 648-2363 . FAX: (863) 648-5263 NOT VALID WITHOUT A RAISED SEAL OR ELECTRONIC SIGNATURE. 1" - 100'
SEE SHEET 4 BOTTOM FOR CONTINUATION
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Proposed 8" WM HDPE DR11 DIPS blue stripe,
install by horizontal directional drilling,
+/-3' of cover minimum
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SURVEYOR'S NOTES:
1. LOCATIONS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE
COORDINATE SYSTEM - FLORIDA WEST ZONE PER NAD 1983 HORIZONTAL
DATUM. LOCATIONS ARE REFERENCED FROM CONTROL POINTS PUBLISHED
BY THE NATIONAL GEODETIC SURVEY.
2. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 DATUM.
3. RIGHT-OF-WAY & PARCEL LINES SHOWN HEREON HAVE BEEN PROVIDED BY
PACO COUNTY PROPERTY APPRAISER'S OFFICE. DATA DATED JULY 22,
2013.
4. AERIAL SHOWN HEREON WAS DOWNLOADED FROM THE LABINS WEBSITE.
Connect new 8" WM to existing 8" WM with MJ sleeve.
Bacteriological sample point 1.
Temporary construction jumper meter location. _\
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22'
Proposed 8" MJ Gate Valve,
Cut -In on Existing 8" WM
58'
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Proposed Temporary 8" Line Stop
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NOTE: Rev. # Date:
THE AS -BUILT INFORMATION SHOWN HEREON NORTHPOINT
WAS PROVIDED BY THE SURVEYOR NOTED
HEREON AND IS BELIEVED TO BE CORRECT
TO THE BEST OF THE OF THE ENGINEER'S LAND SURVEYING, INC. • LB # 6892
KNOWLEDGE AND THAT THE ACCURACY OF 2910 WINTER LAKE ROAD
THE INFORMATION CANNOT BE GUARANTEED. P.O. BOX 804 • LAKELAND, FL 33802
(863) 648-2363 . FAX: (863) 648-5263
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21' — �—I— 15'
3+
1-60
2+b0
Ex. overhead utility pole
R/W lines per maintained
R/W maps of Pasco County, FL
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I HEREBY CERTIFY THAT THE ABOVE DEPICTS THE RESULT OF AN AS -BUILT SURVEY MADE UNDER MY
DIRECTION AND THAT THE ELEVATIONS AND LOCATIONS SHOWN ARE CORRECT TO THE BEST OF MY
KNOWLEDGE. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET BY FLORIDA
CHAPTER 5J-17, F.A.C., PURSUANT TO SECTION 472.027, FLORIDA STATUTES,
DATE
PATRICK J. O'LEARY PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REG. # 5130
NOT VALID WITHOUT A RAISED SEAL OR ELECTRONIC SIGNATURE.
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Engineer Sheet
W CT
Date
7/16/18
Scale 3
1" = 20'
SE E S H E ET 5 B O T T O M FOR CONTI N UATI O N
SURVEYOR'S NOTES:
1. LOCATIONS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE
COORDINATE SYSTEM - FLORIDA WEST ZONE PER NAD 1983 HORIZONTAL
DATUM. LOCATIONS ARE REFERENCED FROM CONTROL POINTS PUBLISHED
BY THE NATIONAL GEODETIC SURVEY.
2. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 DATUM.
3. RIGHT-OF-WAY & PARCEL LINES SHOWN HEREON HAVE BEEN PROVIDED BY
PACO COUNTY PROPERTY APPRAISER'S OFFICE. DATA DATED JULY 22,
2013.
4. AERIAL SHOWN HEREON WAS DOWNLOADED FROM THE LABINS WEBSITE.
SEE SHEET 3 TOP FOR CONTINUATION
NOTE. --
THE AS -BUILT INFORMATION SHOWN HEREON
WAS PROVIDED BY THE SURVEYOR NOTED
HEREON AND IS BELIEVED TO BE CORRECT
TO THE BEST OF THE OF THE ENGINEER'S
KNOWLEDGE AND THAT THE ACCURACY OF
THE INFORMATION CANNOT BE GUARANTEED.
R/W lines per maintaine
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T H 27'
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of Pasco County, FL
ead utility pole
8" MJ Tee,
�ducer, 6" MJ 90 °
4J Gate Valve,
lydrant Assembly.
gical sample point 3.
Rev. # Date: I HEREBY CERTIFY THAT THE ABOVE DEPICTS THE RESULT OF AN AS -BUILT SURVEY MADE UNDER MY
DIRECTION AND THAT THE ELEVATIONS AND LOCATIONS SHOWN ARE CORRECT TO THE BEST OF MY
N4RTHPC)INT KNOWLEDGE. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET BY FLORIDA
CHAPTER 5J-17, F.A.C., PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
LAND SURVEYING, INC • LB # 6892
2910 WINTER LAKE ROAD DATE
P.O. BOX 804 . LAKELAND, FL 33802 PATRICK J. O'LEARY PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REG. # 5130
(863) 648-2363 . FAX: (863) 648-5263 NOT VALID WITHOUT A RAISED SEAL OR ELECTRONIC SIGNATURE.
THIS BAR = 1 INCH
(IF NOT, SCALE
APPROPRIATELY)
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Engineer Sheet
W CT
Date
7/16/18
Scale 4
1" =20'
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MAGNOLIA AVENUE
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SURVEYOR'S NOTES:
1. LOCATIONS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE
COORDINATE SYSTEM - FLORIDA WEST ZONE PER NAD 1983 HORIZONTAL
DATUM. LOCATIONS ARE REFERENCED FROM CONTROL POINTS PUBLISHED
BY THE NATIONAL GEODETIC SURVEY.
2. ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 DATUM.
3. RIGHT-OF-WAY & PARCEL LINES SHOWN HEREON HAVE BEEN PROVIDED BY
PACO COUNTY PROPERTY APPRAISER'S OFFICE. DATA DATED JULY 22,
2013.
4. AERIAL SHOWN HEREON WAS DOWNLOADED FROM THE LABINS WEBSITE.
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SEE SHEET 4 TOP FOR CONTINUATION
NOTE: Rev. # Date:
THE AS -BUILT INFORMATION SHOWN HEREON
WAS PROVIDED BY THE SURVEYOR NOTED
HEREON AND IS BELIEVED TO BE CORRECT
TO THE BEST OF THE OF THE ENGINEER'S
KNOWLEDGE AND THAT THE ACCURACY OF
THE INFORMATION CANNOT BE GUARANTEED.
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Connect new 8" WM to existing 8" WM with MJ sleeve. �
Bacteriological sample point 4_ 10 50
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Proposed 8" WM HDPE DR11 DIPS blue stripe,�.�
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I HEREBY CERTIFY THAT THE ABOVE DEPICTS THE RESULT OF AN AS -BUILT SURVEY MADE UNDER MY �\
DIRECTION AND THAT THE ELEVATIONS AND LOCATIONS SHOWN ARE CORRECT TO THE BEST OF MY
NORTHPC)INT KNOWLEDGE. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET BY FLORIDA Engineer Sheet
CHAPTER 5J-17, F.A.C., PURSUANT TO SECTION 472.027, FLORIDA STATUTES. WCT
LAND SURVEYING, INC • LB # 6892 Date
2910 WINTER LAKE ROAD DATE 7/16/18
P.O. BOX 804 . LAKELAND, FL 33802 PATRICK J. O'LEARY PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REG. 4 5130 Scale
(863) 648-2363 . FAX: (863) 648-5263 NOT VALID WITHOUT A RAISED SEAL OR ELECTRONIC SIGNATURE. V = 20'
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18' 12' 19' 14' a► — 21' 15' Z Q.
Henry Drive 20TH SST 6 W
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HENRY STREET 20TH STREET M
TYPICAL CROSS-SECTION TYPICAL CROSS-SECTION ~ w M w
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Engineer Sheet
WCT
Date
7/16/18
Scalel 6
SHOWN
+/-3' min.
Existing Grade
0
SCALE:
HORIZONTAL: 1" = 20'
VERTICAL: 1' = 2'
+/-3' min.
Existing
Grade
0
SCALE:
HORIZONTAL: 1 " = 20'
VERTICAL: 1' = 2'
FINISHED GRADE
[COVER PER TRENCH DETAIL
10' MIN 10' MIN . /- PROPOSED UTILITY
FULL LENGTH OF �--SEE MIN VERTICAL
PIPE CENTERED SEPARATION
AT CROSSING —+ - REQUIREMENTS
EXISTING UTILITY
gPIPE
OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE)
/- FINISHED GRADE
A
COVER PER
TRENCH DETAIL
`1.;. 6" MIN
12" MIN
(TYP)
EXISTING UTILITY
10'-0" MIN
� A�
PIPE
\-SAND CUSHION
10'-0" MIN
11.25' ELB (TYP)
SEE NOTE
PROPOSED UTILITY
NOTE:
WITH APPROVAL OF THE ENGINEER, CONTRACTOR MAY DEFLECT PIPE INSTEAD OF USING FITTINGS.
ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE)
PROPOSED UTI
PROPOSED UTILITY
OVER PER TRENCH DETAIL
FULL LENGTH OF
PIPE CENTERED
AT CROSSING
DEPTH VARIES
-EXISTING UTILITY
SEE MIN VERTICAL
SEPARATION
REQUIREMENTS
I
10' MIN 10' MIN
PIPE
NOTE:
WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE
INSTEAD OF USING FITTINGS.
OPTION 2 (SUFFICIENT SEPARATION AVAILABLE)
PER TRENCH DETAIL
B
SAND CUSHION
10'-0" MIN T B
DEPTH VARIES
EXISTING UTILITY
12" MIN
(TYP)
6" MINI
CONCRETE ENCASEMENT W/
-11.25* ELB (TYP) MINIMUM 6" COVER PROPOSED UTILITY
SEE NOTE
a
SAND CUSHION
EXISTING UTILITY
FINISHED GRADE
10'-0" MIN
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SECTION A -A
EXISTING UTILITY
`�'" SAND CUSHION
11.25' ELB (TYP) PROPOSED UTILITY
SEE NOTE 2 I
gPIPE
NOTES:
1. FOR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF FDEP AND
THE ENGINEER.
2. WITH APPROVAL OF THE ENGINEER, CONTRACTOR MAY DEFLECT PIPE INSTEAD OF USING FITTINGS.
ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE)
EXISTING UTILITY
PROPOSED UTILITY
POTABLE
GRAVITY
SEWAGESEWAGE
STORM
RECLAIMED
ELECTRIC
COMMENTS
WATER
FORCE MAIN
WATER
TELECOMMUNICATIONS
SEWER
POTABLE WATER
1'-0"
1'-6"
1'-6"
1'-0"
1'-0"
1'-0"
SEE NOTE 1
GRAVITY SANITARY SEWER
1 r
1 r -Orr
1 r-O»
11-6n
11 -6u
1$
1I-0if
SEWAGE FORCE MAIN
r-6n
1 -6"
1 r -0rr
1 r -On
1 ' -0"
1 -6,r
1' -0
SEE NOTE 2
STORM
1'-0"
1'-6"
1'-6"
1'-0"
1'-6"
1'-0"
RECLAIMED WATER
1'-6"
1'-6"
1'-6"
1'-0"
1'-0"
1'-0"
SEE NOTE 2
ELECTRIC
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
TELECOMMUNICATIONS
NOTES:
1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF THE ENGINEER.
2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF THE ENGINEER.
MINIMUM VERTICAL SEPARATION REQUIREMENTS
CONCRETE ENCASEMENT W/
MINIMUM 6" COVER
SECTION B-B
EXISTING UTILITY
PROPOSED UTILITY
POTABLE
GRAVITY
SEWAGESEWAGE
STORM
RECLAIMED
ELECTRIC
TREE
WATER
SEWER
FORCE MAIN
WATER
TELECOMMUNICATIONS
POTABLE WATER
1'—O"
6'-O"
6'-0"
3'-O"
3'-0"
3'-0"
GRAVITY SANITARY SEWER
10f -0»
1f -0»
f
3 -0»
5r -0»
5r -0»
3r -0»
SEWAGE FORCE MAIN
10'-0"
1'-0"
1'-0"
3'-0"
3'-0"
3'-0"
STORM
3'-0"
5'-0"
3'-0"
1'-0"
3'-0"
3'-0"
1 D'-0"
RECLAIMED WATER
3'-O"
5'-0"
3'-0"
3'-O"
1'-0"
3'-O"
ELECTRIC
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
2'-O"
TELECOMMUNICATIONS
NOTE:
UTILITIES SHALL NOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.
TYPICAL UTILITY CROSSING DETAIL �1\
NTS
MINIMUM HORIZONTAL SEPARATION REQUIREMENTS
PROPOSED UnL" Iq
SEE MIN
HORIZONTAL
SEPARATION
REQUIREMENTS
i EXISnNG Unuw
PLAN VIEW
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Engineer Sheet
WCT
Date
7/16/18
Scale 7
NA
STANDARD PENTAGON AMERICAN DARLING B848
OPERATING NUT (PAINTED OSHA SAFTY YELLOW)
Z
H-20 LOAD RATED VALVE BOX
GATE VALVE AND BO
SET COVER
OF VALVE BOX AND CONCRETE
TYLER/UNION 461-S SIGMA 562-S
SEE DETAIL
PAD 1/4"
BELOW GRADE IN PAVEMENT OR
OR APPROVED EQUAL
SHOULDER
AND 2" ABOVE GRADE ELSEWHERE
3 BREAK AWAY FLANGE
VALVE COLLAR WITH
FINISH GRADE
IDENTIFICATION DISK $
HYDRANT EXTENSION z "
14 MIN
LOCATE WIRE ACCESS
SEE DETAIL
AS REQ'D FOR �
ADDITIONAL DEPTH °D
12" OF TRACING WIRE
FINISH GRADE OR PAVEMENT
6" RESILIENT SEAT
Ce
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w
DUCTILE IRON VALVE
N
ENCASE CRUSHED = va cD GATE VALVE, MJ
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`�
BOX AND COVER
(SLIP TYPE)
STONE W/ 30# o
>
'D a
..
FELT OR FILTER PROVID ADDITIONAL DI
WM (SEE PLANS
o
VALVE STEM EXTENSION(S) SHALL BE
FABRIC FITTING TO ACHIEVE
FOR SIZE
Of
w G
PROVIDED TO MAINTAIN 2' DEPTH TO
OPERATING NUT
VERTICAL CLEARANCES
> bi
OPERATING NUT ON DEPRESSED MAIN
DIP MJ HYDRANT ANCHOR TEE
U)
W/ 36" OR MORE COVER
VALVE BOX SHALL REST ON BEDDING
BRANCH SIZE AS REQ'D AND PROVIDE
VALVE
ROCK, NOT ON THE PIPE
REDUCERS AS REQ'D
FDOT #67 STONE
TRACING WIRE - #10 AWG
T
SOLID COPPER (SEE C29)
6" SOLID x SWIVEL
LEAVE DRAIN COUPLING ADAPTOR
HOLE OPEN VARIES 1'-2" V-6"
—
—
WASHED CRUSHED STONE FOR
DRAIN SUMP (FDOT No 57 STONE)
6' MIN
PIPE
NOTES:
Z
1. 3/4" STAINLESS STEEL ROD CUT AND THREADED AS REQUIRED, OR PROVIDE RESTRAINED
JOINTS.
COMPACTED FDOT #57 STONE;
FOR VALVES LESS THAN 6" USE
2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN EDGE OF ROAD AND RIGHT-OF-WAY LINE.
SAND CUSHION
3. TIE RODS, NUTS, WASHERS AND OTHER FASTENERS SHALL BE TYPE 316 STAINLESS STEEL
4. 4 1 /2" PUMPER NOZZLE TO BE PERPENDICULAR TO CENTERLINE OF MAJOR STREET.
NOTES:
5. FIRE HYDRANT ASSEMBLY INCLUDES ALL THAT IS SHOWN INCLUDING DI PIPE TO R/W, DIP
TEE AT MAIN, HYDRANT, REDUCERS, VALVE, HYDRANT
1. GATE VALVES SHALL BE SAME
SIZE AS CONNECTION PIPELINES.
EXTENSIONS, VALVE EXTENSIONS, ALL PIPING AND MISCELLANEOUS APPURTENANCES REQUIRED FOR A COMPLETE INSTALLATION.
2. GATE VALVES 4" AND LARGER
SHALL BE MECHANICAL JOINT.
6. TIE ROD ASSEMBLY BETWEEN VALVE AND HYDRANT ANCHOR TEE CAN BE REPLACED WITH
A SOLID x SWIVEL COUPLING ADAPTOR IF WATER
MAIN LOCATION ALLOWS.
3. ADAPTERS FOR WATER PIPES
SHALL BE PVC MECHANICAL JOINT ADAPTERS.
7. FOR FIRE HYDRANTS ALONG PAVED ROADWAYS, INSTALL RAISED PAVEMENT MARKERS FOR
FIRE HYDRANT IDENTIFICATION. MARKER SHALL BE BLUE
4. INSTALL DEBRIS CAPS WHERE
INDICATED ON DRAWINGS.
AND IN ACCORDANCE WITH FDOT STD SPECIFICATION 706. MARKER SHALL BE LOCATED IN
THE CLOSEST LANE PERPENDICULAR TO FIRE HYDRANT.
FIRE HYDRANT ASSEMBLY W/ HYDRANT TEE DETAI
GATE VALVE
AND BOX DETAIL
NTS
NTS
VALVE IDENTIFICATION
3/4" PVC RISER
VALVE TYPE DISK ANCHORED TO
3/4" CHAMFER
* GV - GATE VALVE SERVICE TYPE CONCRETE
* BFV- BUTERFLY VALVE * VALVE SIZE
i
M STAKE AND SECURE
* PV - PLUG VALVE 12" 4"
/
AS REQUIRED
WATER
i : •. iv
FINISHED GRADE
DIRECTION AND NO GV -
\ a /
\ .
OF TURNS L-20
`. ��/
3/4"
ao >
o0
TO OPEN
// —
CORPORATION
/
STOP
1/8" LETTERS CAST o000
Li
r.ITa
IN 3" DIA BRONZE
" { FINISHED GRADE
o0000
a CAST IRON LID
DISK (TYP)
= = _ _—':'- ::. ''
_ _ _
DOUBLE STRAP -"FORD 202B"
WITH RAISED
...
iv LETTERS "WATER"
WITH IRON PIPE THREADS
WATER MAIN
(OR APPROVED EQUAL)
F
(2)-#3 CLOSED TIE
(SEE PLAN
J_ 1',41 1
® 5" OC, 2" FROM TOP
VIEW FOR SIZE)
NOTE:
SEE NOTE 4L"
CONTRACTOR SHALL REMOVE SAMPLE POINT ASSEMBLY TO
CONCRETE PAD
SECTION
3/4" CORPORATION STOP AND PLUG UPON WRITTEN
ACCEPTANCE OF DISINFECTION BY THE FDEP AND
APPROVAL OF THE ENGINEER.
PLAN VIEW
NOTE:
COLLAR AND IDENTIFICATION DISK( 3�
BRASS PLUG W/CRECESSEDSCH NUT$OTERMINATE PVC,MNSULA EDT ER LOCAT RLING WIR S ATAND2
LOCATOR WIRE "VALVE
BACTERIOLOGICAL SAMPLE POINT DETAIL
NTS -
TOP W/ 12" OF EXTRA WIRE
NTS -
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Engineer Sheet
WCT
Date
7/16/18
Scale 8
NA
W
d o z
011 v
MIN SIDE SLOPE
FOR SHORED
FOR OPEN
PER OSHA
UNDISTURBED
TRENCHES
TRENCHES
REQUIREMENTS
EARTH (TYP)
WARNING
(Tl'P)
GROUND
TAPE
SURFACE
O
0
WHERE SHORING IS NOT EXTENDED
TO SURFACE, SLOPE EXCAVATION
N z
AWAY FROM TOP OF SHORING PER
OSHA REQUIREMENTS
A
A
io
PRIOR TO COMPLETION OF FINAL
BACKFILL, REMOVE SHEETING ABOVE
12' OF TOP OF PIPE; REMAINDER OF
2 �•- 22
�+
SHEETING TO BE LEFT IN PLACE
,,r , t;.=
PIPE OUTSIDE
: :
2 . .
DIAMETER OR VERTICAL
$
3
CONDUIT SPAN PIPE SPRING LINE OR
CENTERLINE OF VERTICAL
Z
OPEN TRENCH MAXIMUM
CONDUIT SPAN
4
`O
VERTICAL WALL HEIGHT
SHEETING OR TRENCH BO
PER OSHA REQUIREMENTS
FOR SHEETING TYPE CONSTRUCTION, DRIVE
s
m
SHEETING BELOW BOTTOM OF EXCAVATION
FOR LITERAL SUPPORT AS REQUIRED BY
THE CONTRACTOR'S REGISTERED ENGINEER
PIPE OUTSIDE
DIAMETER OR HORIZONTAL CONDUIT SPAN
TRACING WIRE REQUIRED REGARDLESS OF
TRENCH TYPE, (REFER TO ADDITIONAL NOTE
2)
NOMINAL PIPE DIAMETER
MINIMUM
SIDEWALL
CLEARANCE
ADDITIONAL
EXCAVATION
DEPTH 1
OR HORIZONTAL
COIDUIT SPAN
(INCHES)
A (INCHES)
B (INCHES)
LESS THAN 24
12
12
24 AND GREATER
18
18
(1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTEREI
ZONE
ZONE
ZONE 1
ZONES 2-5
NO.
NAME
MATERIAL
COMPACTION
COMPACTION
7T7
FINAL BACKFILL
AS SPECIFIED
AT LEAST 98%
MODIFIED
AT LEAST 95%
MODIFIED
2
INTTK BACKFILL
PROCTOR
MAXIMUM DRY
DENSITY ASTM
PROCTOR
MAXIMUM DRY
DENSITY ASTM
3
HAUNCHING
4
BEDDING
D-1557
D-1557
s
FOUNDATION
TRENCH ZONE NOTES:
Q FINAL BACKFILL SHALL BE INSTALLED IN UFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3.
INITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY
HAND TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE 3.
Q3 HAUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS
SHALL BE COMPACTED BY HAND TAMPING. HAUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE.
® BEDDING SHALL BE INSTALLED IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND
SHALL BE COMPACTED BY HAND OR MECHANICAL TAMPING. PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO
PERMIT ASSEMBLY OF THE PIPE. REFER TO ADDITIONAL NOTE 3.
NATIVE, UNDISTURBED MATERIAL IN COMPLETELY DEWATERED TRENCHES MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR
COMPACTED BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED. EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE
REFILL IS REQUIRED.
Q FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3.
ADDITIONAL NOTES:
1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLAB, ETC.) SEE CONTRACT SPECIFICATIONS FOR
ADDITIONAL COMPACTION REQUIREMENTS. SEE CIVIL DRAWINGS FOR ASPHALT RESTORATION DETAILS.
2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WARE TIE. IF THE
WIRE IS DAMAGED OR NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL BE INSTALLED TO REPAIR THE WIRE. THE ENDS
OF THE TRACING WIRE SHALL BE BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND AT THE HYDRANT VALVES. THERE SHALL BE A
MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER. THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY.
3. ALTERNATIVE LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5
PROVIDED 1) THE LIFT THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE
MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET.
TYPICAL UTILITY TRENCH DETAIL
NTS
R L
ANGLE OF DIRECTION
CHANGE
HORIZONTAL BEND
�
L
En
a
DEAD END
a
a
Lu
1 oui
uj
�F N
X
UPPER BEND
ANGLE OF 45'
DIRECTION CHANGE
f
LOWER BEND
RUN
ANGLE OF 4T
CHANGE" f L
BRANCH
RUN
VERTICAL OFFSET PROFILE
L L
VALVE
VALVES
HORIZONTAL. BENDS
VERTICAL OFFSET
TEES
REDUCERS
NOMINAL
SIZE
OR
DEAD -ENDS
90'
BENDS
45
BENDS
22.5'
BENDS
11.25'
BENDS
LL
L�
RUN
SIZE
BRANCH
SIZE
L
(FT)
RUN
SIZE
L
(FT)
6
53
24
10
5
3
22
10
-
-
-
12 TO 10
29
8
70
31
13
7
4
29
13
-
-
-
10 TO 6
52
10
84
37
16
85
4
35
16
10
K10
27
12
99
43
i 18
9
1 5
41
18
12
S12
41
1. TE
THE SCHEDULE SHOWN IS FOR THE
FOLLOWING SERVICE CONDITIONS: 150 PSIG;
SPECIFIED TRENCH ZONE MATERIAL; 36 INCHES COVER; TYPE 3 LAYING CONDITIONS; AND 1.5 SAFETY
FACTOR.
2. RESTRAINED LENGTHS SHOWN IN TABLE ARE IN FEET AND ARE MINIMUM LENGTHS REQUIRED IN EACH
DIRECTION FROM FITTING OR VALVES.
3. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING RESTRAINED JOINTS.
4. ALL PIPE SHALL BE RESTRAINED TO THE NEXT JOINT BEYOND THE RESTRAINED LENGTH GIVEN.
5. EACH SIDE OF HOPE TRANSITION FITTINGS SHALL BE RESTRAINED PER THE RESTRAINED JOINT
SCHEDULE AS AN IN -LINE VALVE.
TYPICAL RESTRAINED JOINT DETAIL
NTS
A LOCATE WIRE SHALL BE PLACED ON SERVICES/BRANCHES 1OFT OR LONGER.
WATER SERVICE
2" OR LARGER WATER SERVICE
3" OR LARGER
WATER SERVICE
® 2" OR SMALLER
LOCATE WIRE BOX UTILIZING FIRE HYDRANT
VALVE BOX W/ VALVE. SEE / � SEE BRANCH LOCATE WIRE BOX UTILIZING
MAIN DETAIL CO -POLYMER METER BOX
LOCATE WIRE BOX DETAIL (CONNECT WIRES TOGETHER WITH
� WIRE NUT) (SEE NOTE 7)
LOCATE WIRE SHALL SEE BRANCH SEE BRANCH
TERMINATE IN LOCATE MAIN DETAIL MAIN DETAIL LOCATE WIRE WITH SEALED END
WIRE BOX OR IN REQUIRED ON 2" OR SMALLER
FLUSHING HYDRANT BOX i SERVICES 10' OR GREATER IN LENGTH
WATER MAIN \
DEAD END PLUGGED 10' MAX 475' MAX 475' MAX
SEE NOTE 4 SEE NOTE 4
DUCT TAPE OR ZIPPER LOCATE WIRE BOX UTILIZING
TYPE PLASTIC TIES VALVE BOX W/ VALVE. SEE
LOCATE WIRE BOX DETAIL
NOTES:
1. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE IRON OR PVC (PRESSURE MAINS). LOCATE WIRE
SHALL ALSO BE INSTALLED ON ALL (HDPE) POLY MAIN PIPING (1:00 OR 11:00 POSITION, IF POSSIBLE).
2. SECURE LOCATING WIRE TO PVC & D.I.P. WATER MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A MAXIMUM DISTANCE
OF TEN (10') AND AT EACH SIDE OF BELL JOINT OR FITTING.
3. THE ENTIRE LOCATING SYSTEM SHALL BE SUBJECTED TO TESTING TO DETERMINE ITS RELIABILITY. WHERE INSTALLED UNDER PAVEMENT AREAS, TESTING
SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESS APPROVED OTHERWISE.
4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX ( WITH A VALVE ) OR A METER BOX ( IF NO VALVE ) AT 475' INTERVALS. WIRE
CONNECTIONS BELOW GROUND (OUTSIDE OF A BOX) ARE NOT ALLOWED.
5. " A" INDICATES THAT THE WIRES ARE CONNECTED TOGETHER.
6. '(6" INDICATES A WIRE PIG -TAIL (12" LONG)
7. AN IV CUT SHALL BE CARVED IN THE CONCRETE CURB AND PAINTED AT ALL LOCATE WIRE BOXES.
8. SEE SPECIFICATION FOR REQUIRED COLOR BASED ON SERVICE.
LOCATE WIRE CONSTRUCTION FOR WATER MAINS DETAIL
NTS
VALVE BOX OR LOCATE WIRE
BOX REQUIRED (SEE NOTE) -
LOCATING WIRE -
10' MAX
SPACING
SECURE WIRE TO PIPE WITH
DUCT TAPE OR ZIPPER
TYPE PLASTIC TIE STRAPS -
TING WIRE PARALLEL TO MAIN
�- MAI N
u(o
TEE OR SADDLE
4" AND LARGER BRANCH MAIN
NOTE:
NOTE THAT THE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE.
BRANCH MAIN DETAIL
NTS
INSTALL CO -POLYMER METER BOX WITH
HEAVY-DUTY IRON LID (PAINT TOP OF LID)
(POSITION BOX PARALLEL WITH MAIN) —\
PROVIDE 3" THICK GRAVEL BOTTOM
2" PVC RISER PIPE
DUCT TAPE OR ZIPPER
TYPE PLASTIC TIE STRAPS
MARKER POST PLACED
AT R/W LINE
CONNECT WIRES TOGETHER WITH
ELECTRICAL WIRE NUT. (PROVIDE
12" LONG PIGTAIL ENDS)
LOCATING WIRE (ROUTED IN PIPE)
WATER MAIN
LOCATE WIRE BOX UTILIZING METER BOX DETAIL
NTS
Tt
Pq
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Engineerl Sheet
WCT
Date
7/16/18
Scale
NA
pt
W
� Q
J �
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W
=O
= o
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W Z
N Q
OPTIONAL PRINCIPLE
POST POSITION
WHEN JOINING TWO SECTIONS OF
SILT FENCE, THE TWO ENDS SHALL
•
W
POST POSITIONS (CANTED 20•
TOWARD FLOW)
BE BUTTED TOGETHER
AT POST
2p•
POSTS (OPTIONS: 2 X 4 " I
ENDS, THE POST ENDS THEN
J
ROTATED 180• AND SET.
WOOD OR 21" MIN DIA I
I
Cn
w
STEEL 1.33 LBS/FT MIN)
6 MAX
FILTER FABRIC
(IN CONFORMANCE
I
II ;A119-1
14
I
WITH SEC 985
FDOT SPEC UNLESS
RI
4
FILTER FABRIC
OTHERWISE NOTED)
WI
O
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I'
� I III I I -II III I
N
SILT FLOW
Of _COL
EXISTING
GRADE
�I�i�l�l III Imo''
_
r�
SECTION
ELEVATION
PROPER PLACEMENT OF A
TYPICAL SILT FENCE DETAIL SILT FENCE IN A DRAINAGE WAY DETAIL
NTS
NTS
1. SET THE STAKES. 2. EXCAVATE A 4" X 8" TRENCH UPSLOPE ALONG SLOTTED PVC CONNECTOR PIPE
METAL COLLAR REINFORCED
( )
o 0 o N =
cn
v i� It " M co o
THE LINE OF STAKES.
18oz NYLON
� ch o = N
c d
�Nc"'!YM N 1*-
REINFORCEMENT PVC CLOSED
FABRIC (300 PSI PLASTIC
CELL SOLID
FOAM FLOTATION
5/16" VINYL SHEATHED EAW STEEL CABLE (9800
LBS BREAKING STRENGTH) WITH GALVANIZED CLOSED CELL
SOLID PLASTIC FOAM
m J J c o 3 0
3 x ti J r- ti L c
°'
TEST) WITH LACING
(6" DIA
EQUIV) (12 LBS
FLOTATION (8"
CONNECTORS (TOOL FREE DISCONNECT) LBS PER FT BUOYANCY)
DIA EQUIVALENT) (17
pip m ti M z
as c •-' c .•co °�
Q
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GROMMETS
PER FT
BUOYANCY)
O .__ @ Ww o"o Y
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5/8" POLYPRO ROPE (600 18oz NYLON REINFORCEMENT
LB BREAKING STRENGTH) PVC FABRIC (300 PSI TEST) STRESS
PLATE
Co
Q
1/4" GALVANIZED
5/16" GALVANIZED
3. STAPLE SILT FENCE TO STAKES AND EXTEND
4. BACKFILL AND COMPACT THE EXCAVATED
o
CHAIN o
CHAIN
IT INTO THE TRENCH.
SOIL.
TYPE 1
TYPE 2
D1 =5' STD (SINGLE PANEL FOR DEPTHS 5' OR LESS)
D2 =5' STD (ADDITIONAL PANEL FOR DEPTHS 5')
CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BEUSED
_
ODEPTHS CURTAINS
SPECCI ICALLCALL FOR GREATER
T AUNLESSN 10 FEET IADEPTH IN THE PLANS OR ASDETERM DETERMINED BY THEENGINEER.
M
NOTICE: COMPONENTS OF TYPES 1 AND 2 MAY BE SIMILAR OR IDENTICAL TO
PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF
l
ff
THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER.
M�
r-
r-
SUBSTITUTIONS FOR TYPES 1 AND 2 SHALL BE AS APPROVED BY THE
ENGINEER.
O
SILT FENCE CONSTRUCTION
DETAIL
NTS
TYPICAL FLOATING TURBIDITY BARRIER DETAIL
NTS
W
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Engineer
Sheet
WCT
Date
7/16/18
10
Scale
NA
ENn
ROAD V,';,RK
�I
_ a
FP
I
�A B
ROAD
WORK
AHEAD
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT I <<iw)l
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
A B
40 mph or less 200 200
45 mph 350
350
50 mph or greater 500 500
Midway between signs.
SYMBOLS
® Worx Area
■ Channelizing Device (See Index No. 600)
D Work Zone Sign
=> Lane Identification + Direction of Traffic
ROAD
WORK
AHEAD
A
a
■ }r- �n
# Nli
Taper Length = %;L L/ors Area
i t
See Table // / END
ROAD WORK
Device Spacing -Taper Device Spacing -Tangent 500
See Table I See Table 1
Table
Device Spacing
I
Speed
(mph)
Max. Distance Between Devices (ft.)
Cones or
Tubular Markers
Type I or Type iI
Barricades or Vertical
panels or Drums
Taper Tangent
Taper
Tangent
25
25 I 50
25
50
30 to 45
25 50
30
50
50 to 70
1 25
50
50
100
GENERAL NOTES
1. When four or more work vehicles enter the through traffic lanes in a one hour
period or less (excluding establishing and terminating the work area), the advanced
FLAGGER sign shall be substituted for the WORKERS sign. For location of flaggers
and FLAGGER signs. see Index No. 603.
2. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only
on the side where the shoulder work is being performed.
3. When a side road inter sects the highway within the TTC zone. additional TTC
devices shall he placed in accordance with other applicable TCZ indexes.
4. For general TCZ requirements and additional information, refer to Index No. 600.
DURATION NOTES
1. Signs and channelizing devices may be omitted if all of the
following conditions are met:
a. Work operations are 60 minutes or less.
o. Vehicles ir', the work area have high -intensity, rotating,
flashing, oscillating, or strobe lights operating
Table 11
Taper Length - Shoulder
Y3L (ft)
Speed
(mph)
P 8' ]0' 12'
Notes
Shldr. Shldr. Shldr.
25 28
35
42
L = W S ,
60
30 40
50
60
35 55
68
82
40 72
90
107
45 120
150
180
L=WS
50 133
167
200
55 147
183
220
60 160
200
240
65 173
217
260
280
70 187
233
8' nnnrrhum shoulder width
'7:L = Length of shoulder taper in feet
V/ = Width of total shoulder in feet
(combined paved and unpaved width)
S = Posted speed Limit (mph)
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA CLOSER
THAN 15' BUT NOT CLOSER THAN
2' TO THE EDGE OF TRAVEL WAY.
2 DESCRIPTION: FY 2017-18
LAST � INDEX SHEET
REVISION vT FD& TWO-LANE , TWO-WAY, WORD ON SHOULDER No. NO-
07101115 W �-- DESIGN STANDARDS 602 1 of 1
cc
SYMBOLS:
® Work At ea
■ Channelizing Device (See Index No. 600)
C Work Zone Sign
Flagger
Lane Identification + Direction of Traffic
Buffer
Space 250' C B A
See
Table 1 D
< < � BF ROAD
ONE J NE
PREPARED ROAD WORK
TO STCP gHEAp AHEAD �X
I1✓n.-i- Arnim - _ _ _ - _ _ _ _ -
LP LP S
Device Spacing (See Table 1)
ROAD Tangent
WORK ONE LANE �
AHEAD AHED ros�ovc Taper Length
D 50' To 100' May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project linnits.
A B C
WITHOUT TEMPORARY RAISED RUMBLE STRIPS
GENERAL NOTES:
1. Special Conditions may be required in accordance with these notes
4
When a side road intersects tine highway within the TTC zone. place
and the following sheets:
i
additional TTC devices in accordance with other applicable TCZ Indexes.
A. Railroad Crossings:
5.
The two channelizing devicesrdirectly in front of the work area may be
a. If an active railroad crossing is located closer to the Work Area than
omitted provided vehicles in he work area have high -intensity rotating,
the queue length plus 300 feet, extend the Buffer Space as shown on
Bashing, oscillating, or strobe tights operating.
Sheet 3.
b. /f the queuing of vehicles across an active railroad crossing cannot he
6.
When Buffer Space cannot be attained doe to geometric constraints, use
avoided, provide a uniforn•,ed traffic control officer or flagger at the
the greatest attainable length, not less than 200 ft. for posted speeds
highway-i ail grade crossing to prevent vehicles from stopping within
greater than 25 mph.
the highway -rail grade crossing, even if automatic tram warning
7.
ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be onutted if
devices are in place
B. If the Work Area encroaches on the Centerline, use the Layout for
all of the following condition-,; are met.
Temporary Lane Shift to Shoulder on Sheet 3 only if the Existing
A- Work operations are 60 minutes of less.
Paved Shoulder- width is sufficient to provide for an 11' lane
B. Speed Emit is 45 mph or less.
between the Work Area and the Edge of Existing Paved Shoulder.
r. There are no sight obstructions to vehicles approaching the work area for
Reduce the posted speed when appropriate.
a distance equal to the Buffer Space shown in Table 1.
2. Tenporary Raised Rumble Strips:
D. Vehicles in the work area have high -intensity, rotating, flashing, oscillating,
or strobe lights operating.
A. Use when both of the following conditions are met concurrently.
E. Volume and complexity of the roadway has been considered.
a. Existing Posted Speed is 55 r,ph or greater:
F If a railroad crossing is present, vehicles will not queue across rail tracks
b. Work duration is greater than 60 rninutes.
�. AFADs are not ;n use.
B. Use a consistent Strip color throughout the work zone.
8.
See Index 600 for general TCZ requirements and additional information.
C Place each Rumble Strip Set transversely across the lane at locations
shown.
D. Use Option 1 or Option 2 as shown on Sheet 2. Use only one option
9.
Automated Flagger Assistance Devices (AFADs) may be used in accordance
throughout work zone.
with Specifications Section 102, 990 and the APL vendor drawings.
3. Additional one-way control may be provided n) the following means:
A. Flag -carrying vehicle:
B. Official vehicle:
C. Pilot vehicles:
D Traffic signals
When flaggers are the sole means of one-way control, the flaggers
must be in sight of each other or in direct communication at all times.
TABLE I
Posted
Speed
DEVICE SPACING
Distance
Between
Signs
Buffer
Space
Maximum Spacing
of Cones or
Tubular Markers
Maximum Spacing of
Type I or Type i1
Barricades7Panels7Drums
On a
Taper
On a
I Tangent
On a
Taper
On a
Tangent
A
j B
C
D
25
20'____
20'
50
20' _
50'
200'
200'
200'
100'
155'
30
1 50'
20'
50'
200'
200'
200'
100'
200'
35
20'
50'
20'
50'
200'
200'
200'
100'
250'
40
45
2_0'
20'
50'
20'
20'_50'
50'
200'
200'
20U
100'
305'
50'
350'
' 350'
j 350'
175'
360'
50
20'
50'
20'
100'
500'
500'
' 500'
250'
425'
55
20'
50'
20'
100,
2640'
; 1500'
1 1000-
1 500'
495'
60
20'
50'
20'
100'
2640'
1500'
1000'
500'
1 570'
65
20'
S0'
20
100'
2640'
1500'
1000'
000'
645'
70
20'
50'
20-
100'
2640'
1500' j 1000'
500'
1 730'
LAST Z DESCRIPTION:
FY 2017-18 TWO-LAl®TE REVISION t�; TWO-WAY,
01101116 W Fr DESIGN STANDARDS WORD WITHIN THE TRAVEL WAY
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA BETWEEN
THE CENTERLINE AND A LiNE 2'
OUTSIDE THE EDGE OF TRAVEL WAY
INDEX SHEET
NO. NO.
603 1 of 3
FDOTo This Certifies that
�—� - Ian A. Lund
Has Completed a Florida Department of Transportation
Approved Maintenance of Traffic (MOT) Advanced Course.
Date Expires 1027f20I9 Certificate # 11943
Instructor Wiliam Thomas FDOT Provider # 106
Kdlebiew Inc.
Phone: 863-701-027 3
PO Box 6258
Lakeland. FL
wwwAillebfewmc.net
xan@kdlelxewmc.nel
FDOT) This Certifies that
vl Wdliain C. Thomas
Has Completed a Florida Department of Transportation
Approved Maintenance of Traffic IMOTI Advanced
Date Expires 12,•28*019 Certificate # 13404
Instructor fan A Lund FOOT Provider # ID6
Killebrew Inc.
Phone, 863-701-0273
PO Box 6258
Lakeland FL
www.kiflebrewinc.net
ian@k iilebrewin c,net
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Engineer Sheet
WCT
Date
7/16/18
Scale
NA
Cu� �IZolg