DommerichHillsPipeBurstingPlansUpdated - Reduced

Transcription

Y. 17/
9
2
Dommerich Hills
Pipe Busting
SEMINOL
A
U.S. H
W
INDEX OF SHEETS
SHEET DESCRIPTION
1 KEY SHEET
2 - 3 GENERAL NOTES
4 PROJECT LAYOUT
5 - 13 PLAN
14 - 17 DETAILS
I
S.R. 434
CITY OF CASSELBERRY
PUBLIC WORKS
ENGINEERING DIVISION
UTILITY SHOP DRAWINGS
TO BE SUBMITTED TO:
EDWARD ALAN AMBLER, PE.
CITY OF CASSELBERRY
PUBLIC WORKS
ENGINEERING DIVISION
95 TRIPLET LAKE DR.
CASSELBERRY, FL. 32707
S.
R.
4
CITY OFFICIALS:
MAYOR / CITY COMMISSIONER: CHARLENE GLANCY
VICE MAYOR / CITY COMMISSIONER: SANDRA SOLOMON
CITY COMMISSIONER: COLLEEN S. HUFFORD
CITY COMMISSIONER: ANDREW MEADOWS
CITY COMMISSIONER: ANTHONY ARAMENDIA
CITY MANAGER: JAMES R. NEWLON
DIRECTOR OF PUBLIC WORKS: MARK D. GISCLAR, A.P.A.
BLVD.
36
RED BUG LAKE RD.
NOTE: THE SCALE ON THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
GOVERNING STANDARDS AND SPECIFICATIONS: APPLICABLE DESIGN
FLORIDA DEPARTMENT OF TRANSPORTATION
STANDARDS MODIFICATIONS:
DESIGN STANDARDS DATED 2013,
STANDARD SPECIFICATIONS FOR ROAD AND
REVISIONS
BRIDGE CONSTRUCTION DATED 2010,
AS AMENDED BY CONTRACT DOCUMENTS.
CITY OF CASSELBERRY'S UTILITIES
STANDARDS & SPECIFICATIONS MANUAL
DATED JANUARY 2011.
Legend
Proj_No
Projects Location
Lake
City Limit
Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp.,
NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand),
TomTom, MapmyIndia, © OpenStreetMap contributors, and the GIS
User Community
GENERAL NOTES
GENERAL NOTES
1. All construction shall be in accordance with and conform
to the most stringent requirements of the project's specifications
and special provisions, the latest edition of the F.D.O.T. Standard
Specifications for Road and Bridge Construction and supplements
thereto and City of Casselberry.
2. The CONTRACTOR shall have all necessary permits in-hand
prior to beginning construction.
3. The CONTRACTOR shall perform his work in accordance with
requirements of the various permits included in the bid
specifications. Environmental controls shall be used at locations
designated in the plans and designated by the CITY.
4. Public land corners or COUNTY and CITY monuments within the
limits of construction are to be protected. If a corner monument is in
danger of being destroyed or disturbed and has not been properly
referenced, the CONTRACTOR shall notify the Seminole County
Surveyor without delay, by telephone. Contact the Seminole
County Engineering Division, 520 West Lake Mary
Boulevard, Suite 200, Sanford, Florida 32773. Telephone
(407)665-5674.
5. All survey corners indicated on the plans shall be referenced
and certified by a registered professional land surveyor prior to
commencement of construction. All corners destroyed or
obliterated by construction shall be reset and so certified by the
land surveyor prior to the completion of the project. Certified
sketches shall be submitted to:
P:\...\Alan\2013\pipe bursting\12-26-2013\02-GNNRD.mxd
Seminole County Engineering Division
Survey Section
100 E. 1st St.
Sanford, Florida 32771
(407)665-5674
&
City of Casselberry Public Works Dept.
Engineering Division
Att. Kelly Brock, PE.
95 Triplet Lake Dr.
Casselberry, Florida 32707
(407)262-7725 X-1235
6. The CONTRACTOR shall be entirely responsible and liable for
all damage or injury as a result of his operations to all adjacent
public and private properties, landscaping trees, fences,utilities,
structures of any kind and appurtenances thereto met with during
the progress of the work. The Irrigation system, in the zones
adjacent to the project may need to be modified by the
contractor. Any restoration work shall be coordinated with the
property owners. Cost to be incidental to other construction and no
extra compensation will be allowed.
7. All private and public property affected by the construction
work shall be restored to a condition equal or better to the existing
pre-construction condition, unless otherwise noted. Cost to be
incidental to other construction and no extra compensation will be
allowed.
8. All grassed areas disturbed as a result of construction shall be
sodded.
9. Existing drainage structures within the limits of construction
shall remain unless otherwise noted.
2. The CONTRACTOR shall submit an "Erosion Control Plan" at
least 14 days prior to the start of construction.
10. The location of utilities shown in the plans are approximate
only. The exact location shall be determined by the
CONTRACTOR during construction. Prior to construction, all
existing utilities, public or private, shall be located in the area of
construction. Said utilities shall be notified prior to commencement
of work. Utilities are to be adjusted by others as coordinated by the
CONTRACTOR.
3. The CONTRACTOR shall protect culverts from sediment due to
construction in accordance with F.D.O.T. index 102. All sediment
due to construction shall be removed from open areas, drainage
structures, pipes, ditches, driveways, roadways, gutters and
sidewalks at adequate intervals as determined by the
INSPECTOR.
11. The CONTRACTOR shall use the services of "Sunshine One
Call" utility locator a minimun of 48 hours prior to commencement of
work.
12. The CONTRACTOR shall notify all gas utility companies a
minimum of two working days prior to excavation as required by
chapter 77-153 of the Florida Statutes.
4. All pipes and inlets affected by the project are to be protected
from sediment during construction; contractor to install turbidity
barriers at affected outfalls to protect lake.
CLEARING, EARTHWORK
1. The disposal of excess earthwork materials shall be the
responsibilty of the CONTRACTOR.
13. The CONTRACTOR shall verify all dimensions, quantities and
details shown on the plans, Specifications, Special Provisions and
other data received from the ENGINEER and shall notify the
ENGINEER of any errors, omissions, conflicts or discrepancies
found therein. Failure to discover or correct errors, conflicts or
discrepancies shall not relieve the CONTRACTOR of full
responsibilty for unsatisfactory work, faulty construction, improper
operation resulting therefrom, nor from rectifying such conditions at
his own expense. Contractor shall not take advantage of any errors
or omissions.
2. Earthwork includes all excavation, sheeting, shoring, bracing, fill,
compacting and grading necessary to construct the erosion control
materials.
14. The CONTRACTOR shall comply with the Department of
Labor, Safety and Health Regulations for Construction promulgated
under the Occupational Safety and Health Act of 1970 (PL 91-596)
and under Section 10 of the Contract Work Hours and Safety
Standards Act (PL 91-54).
Borrow required from offsite sources shall be well-graded, clean,
granular natural soil free of topsoil, organic material, wood, rubbish,
debris or other deleterious materials. Proposed borrow shall be
subject to review and approval of the CITY prior to hauling
materials to the site.
15. No burning shall be done without approval by the City.
Proposed borrow materials should comply with the requirements of
Section 120-6, be non-plastic and well graded with the following
limits:
16. Temporary drainage shall be provided during construction to
eliminate any flooding of private or public property.
17. The CONTRACTOR should anticipate that dewatering will be
required and that it shall be the sole responsibilty of the
CONTRACTOR to acquire all necessary permits. The
CONTRACTOR shall be responsibile for all fees associated with
the dewatering. The cost of the dewatering shall be included in the
cost of the pipe, french drain or structure as required.
18. During construction, traffic shall be maintained in accordance
with the "Manual on Traffic Controls and Safe Practices for Street
and Highway Construction Maintenance and Utility Operation"
(F.D.O.T.)
EROSION & SEDIMENT CONTROL
1. The erosion control measures per F.D.O.T. indexes 102 and 103
are the minimum required. Additional erosion control measures may
be required due to field conditions as determined by the project
engineer and the regulatory agencies.
D O M M E R IC H H IL L S
P IP E B U R S T IN G P R O J E C T
3. Embankment is fill in place with no shrinkage factor applied.
4. All fill and exposed subgrade surfaces should be compacted to
at least 100% of the maximum density as determined by AASHTO
T99, Method C as required by Section 120-9 of the Standard
Specifications.
U.S. Standard Sieve Size
3"
1"
#4
#40
#200
% Finer by Dry Weight
100
80-100
50-100
10-50
0-10
5. Trees and significant vegetation occuring within the
construction limits are to be protected during construction unless
otherwise shown on plans or directed by the CITY. Clearing shall
be performed in areas to be excavated or areas in which fill or
structures are to be placed.
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EDW ARD A. AM BLER
L IC E N S E N O . 6 4 6 9 7
C IT Y O F C A S S E L B E R R Y
P U B L IC W O R K S
U T IL IT IE S D IV IS IO N
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R E V IS IO N S
D A T E B Y D E S C R IP T IO N
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_______________________
_______________________
SHEET 2
SITE SPECIFIC NOTES
1. The contractor is responsible for restoration of all existing above ground hardscaping
features that are disturbed as part of the project. The above ground hardscaping features
are to be replaced in kind or better. Approval of the above ground hardscaping feature replacement
is to be coordinated with the owner. A list of identified decorative residential driveways is below:
1135 Thunder Trail Paver Driveway
2502 Mohawk Trail Paver Driveway
2503 Big Bend Paver Driveway
2519 Big Bend Paver Driveway
2603 Big Bend Decorative Concrete Driveway
2515 Chanute Trail circular Paver Driveway
2607 Chippewa Trail Paver Driveway
2527 Mohawk Trail Paver Driveway
2236 Tuscarora Trail Paver Driveway
2400 Tuscarora Trail water service under pavers
2406 Tuscarora Trail Paver Driveway, retaining wall
517 Lighting Trail paver driveway
519 PoncaTrail Paver Driveway
2. The contractor is responsible for restoration of all existing above ground landscaping features
that are disturbed as part of the project. The contractor shall exercise due care when performing
work in areas surrounding existing above ground landscape features. The contractor shall plan
the locations of entrance/exit pits and service connection pits in an effort to minimize above
ground disturbance. The above ground landscaping features are to be replaced in kind
or better. Approval of the above ground landscaping feature replacement is to be coordinated
with the owner. A list of identified existing landscaping features is below:
P:\...\Alan\2013\pipe bursting\12-26-2013\02-GNNRD.mxd
1007 Thru 1055 Thunder Trail large oak trees in the Right of Way
1007 Thunder Trail wooden retaining wall / Tree Barrier
906 Kewanee Trail / 2423 Mohawk Trail Brick Retaining wall
912 /918 Kewanee Trail wooden retaining wall
1003 Kewanee Trail large oak trees in the Right of Way
2502 Chanute Trail large oak trees in the Right of Way
2609 Big Bend Trail larger diameter trees in the Right of Way
2607 Saginaw Trail large oak trees in the Right of Way
2509 Saginaw Trail large oak trees in the Right of Way
2507 Chanute Trail large oak trees in the Right of Way
2573 Chanute Trail Tree Barrier / Retaining Wall
2523 Chippewa Trail large oak trees in the Right of Way
2509 Mohawk Trial large oak tress in the Right of Way
2515 Mohawk Trial large oak tress in the Right of Way
2519 Chinook Trail large oak trees in the Right of Way
2507 Chinook Trail large diameter palm trees in the Right of Way
2338 Tuscarora Trail large trees in the Right of Way
2400 Tuscarora Trail large trees in the Right of Way
2418 Tuscarora Trail extensive landscaping in the Right of Way
3. The contractor shall protect existing utilities while performing work. Damage to existing
utilities shall be coordinated with the existing utility owner for repair as soon as possible.
Existing storm sewer within the project area is owned and maintained by the City of Maitland.
The contractor shall plan the locations of entrance/exit pits and service connection pits in an
effort to minimize disturbance to existing utilities. A list of identified existing storm sewer is below:
909 / 911 Thunder Trail Storm Inlet and Trench Drain crossing
2525/2605 Tuscarora Trail Storm Inlet and Trench Drain crossing at the intersection of Thunder
Trail an Tuscarora Trail
2406 Tuscarora Trail existing 8" water main runs along side existing septic drain field
2419 Tuscarora Trail Storm Inlet and Trench Drain crossing at the intersection of Kewanee Trail
and Tuscarora Trail
GENERAL NOTES
4. The contractor is responsible to perform exploratory work on the
existing pipeline to identify any problem areas that may slow or halt
the progression of work to be performed for this project. The contactor
shall determine the locations of repairs to the existing water main
to the greatest extent practical prior to preparing the pipe bursting
plan to be submitted to and approved by the owner. A list of
identified known repairs to the existing water main is below:
Kewannee Trail & Chinnok Trail 2” water main break repaired with repair clamp
821 Ponca Trail Hurricane caused 6” water main break repaired with repair clamp
2155 Mohawk Trail contractor caused 6” water main break repaired with repair clamp
909 / 911 Thunder Trail water main repair just north of the existing inline 8" gate valve
2045 Mohawk Trail at the corner of Tomahawk and Mohawk repaired 6” water main crack with repair clamp
Temple Trail has three repair clamps next to each other on the 6” water main
Tomahawk Trail 3” water main shear crack repaired with repair clamp
Tuscarora Trail between Chickapee Trail and Ponca Trail has two repair clamps on a 6” water main
Nicoma Trail 6” water main break repaired with repair clamp
Chickapee Trail shear crack on 6” water main repaired with repair clamp
Tuscarora & Chickapee Trail shear crack on 6” water main repaired with repair clamp
828 Tuscarora Trail 4” water main break repaired with repair clamp
Thunder Trail roots broke pipe so a 2” PVC line was run through the old line to loop system
*Repair locations shown on drawings are approximate.
5. The contractor is responsible to perform exploratory work on the
existing pipeline to identify the locations of existing water service
lines. The contractor shall install new service lines for each service
connection from the point of connection to the new water main to
the location of the existing water service meter.
The contractor shall exercise due care when performing work in areas
surrounding existing above ground landscape features. The contractor
shall plan the locations of new water service connections in an effort
to minimize above ground disturbance. The above ground landscaping
features are to be replaced in kind or better. Approval of the above
ground landscaping feature replacement is to be coordinated with the
owner. A list of identified notes to be addressed during installation of
the new water service connections is below:
The single water service for 2605 Tuscarora Trail shall be connected
as a short side service to the 8" water main along Thunder Trail
The contractor is to install the proposed 1" and 2" water services for
Native Court via Horizontal Directional Drill
Reconstruct the water service for 2518 Saginaw Trail or
Chippewa Trail in order to remove the double service out from
the concrete driveway
The water service connection for 2413 Tuscarora Trail will be under
paver driveway and landscaping. The existing service connection
should be relocated to the lot line for 2418 and 2412 Tuscarora Trail
6. The contractor is responsible to coordinate with residents and
customers to minimize interuptions to private property. The contractor
shall not block access to driveways, intersections and roadways
for an extended period of time. Contractor is to coordinate with owner
and right-of-way controller for approval of any pipe bursting plan
that requires maintenance of traffic requirements that require significant
detours or road closures.
J U LY, 2 0 1 5
EDW ARD A. AM BLER
L IC E N S E N O . 6 4 6 9 7
C A S S E L B E R R Y, F L 3 2 7 0 7
A C T IV IT Y
NAME
DR AW N B Y
EAA
CHECKED BY TRL
APPROVED BY EAA
DATE
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R E V IS IO N S
_______________________
_______________________
_______________________
SHEET 3
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EDW ARD A. AM BLER
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Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand),
TomTom, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
DATE
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R E V IS IO N S
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A C T IV IT Y
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DR AW N B Y
EAA
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APPROVED BY EAA
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SHEET 4
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Utility Repair
Fire Hydrant
!
Water Line
Pipe Replacement
I
0
50
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THIS SEGMENT SHOWN
ON SHEET 11
100 Feet
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(
Water Valve
(
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(
(
Legend
!
PIPE BURST 545 LF OF 6" AC
WITH 6" HDPE SEGMENT A27
THIS SEGMENT SHOWN
ON SHEET 11
THIS SEGMENT SHOWN
ON SHEET 11
DOMMERICH HILLS
PIPE BURSTING PROJECT
INSTALL NEW FIRE HYDRANT
!
!
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?!
INSTALL 6" x 6" TEE
AND 6" GATE VALVE
!
??
BEGIN SEGMENT 1
BEGIN SEGMENT 2
?
?
P:\...\Alan\2013\pipe bursting\12-26-2013\04-PLAN.mxd
WITH 6" HDPE SEGMENT 1
!
POSSIBLE STAGING AREA
U:\2010\Hector\EXHIBIT REQUESTS\Alan\Pipe Bursting\Plans Phase 2\Pipe Burst 12a.mxd
JULY, 2015
!
.
EDWARD
! A. AMBLER G
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITIES DIVISION
95 TRIPLET LAKE DR.
CASSELBERRY, FL 32707
(
(
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(
(
(
!
(
(
BEGIN SEGMENT 3
(
INSTALL 6" x 6" TEE
AND 6" GATE VALVE
(
BEGIN SEGMENT A27
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY EAA
CHECKED BY TRL
APPROVED BY EAA
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 5
100 Feet
!
!
(
50
BEGIN SEGMENT A30
(
0
DIRECTIONAL DRILL
182 LF OF 6" HDPE
SEGMENT A31
PIPE BURST 225 LF
6" AC WITH 6" HDPE
SEGMENT 9
(
I
PIPE BURST 200 LF
4" AC WITH 6" HDPE
SEGMENT A29
!
BEGIN SEGMENT A29
BEGIN SEGMENT A28
INSTALL 6" X 4" TEE
AND 4" GATE VALVE
INSTALL 6" X 6" TEE
AND 6" GATE VALVE
BEGIN SEGMENT 5
(
(
!
??
(
!
BEGIN SEGMENT 4
(
REPLACE EXISTING
FIRE HYDRANT
!
!
PIPE BURST 298 LF
6" AC WITH 6" HDPE
SEGMENT 5
!
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G
BEGIN SEGMENT 8
LIGHTING TRAIL
PIPE BURST 174 LF
6" AC WITH 6" HDPE
SEGMENT 4
INSTALL 6" X 6" TEE
AND 6" GATE VALVE
(
PIPE BURST 402 LF
6" AC WITH 6" HDPE
SEGMENT 7
BEGIN SEGMENT A31
BEGIN SEGMENT 9
!
INSTALL 6" X 4" TEE
AND 4" GATE VALVE
BEGIN SEGMENT 7
PIPE BURST 274 LF
3" AC WITH 4" HDPE
SEGMENT 6
PONCA TRAIL
INSTALL 4" BLOW OFF
INSTALL 4" BLOW OFF
Legend
?
Utility Repair
(
BEGIN SEGMENT 6
PONCA TRAIL
PIPE BURST 265 LF
3" AC WITH 4" HDPE
SEGMENT 8
LIGHTING TRAIL
Water Valve
!
!
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Fire Hydrant
Water Line
JULY, 2015
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITIES DIVISION
95 TRIPLET LAKE DR.
(
PIPE BURST 356 LF
4" AC WITH 6" HDPE
SEGMENT A28
?
?!
PIPE BURST 590 LF
2" GALV WITH 6" HDPE
SEGMENT A30
INSTALL 6" X 6" TEE
AND 6" GATE VALVE
DOMMERICH HILLS
Pipe Replacement
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY EAA
CHECKED BY TRL
APPROVED BY EAA
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 6
(
50
100 Feet
!
REPLACE EXIST.
FIRE HYDRANT
PIPE BURST 671 LF OF
3" AC WITH 6" HDPE
SEGMENT 17
3" AC WITH 2" HDPE
SEGMENT 12
NATIVE COURT
BEGIN SEGMENT 13
!
(
INSTALL 2" BLOW OFF
INSTALL 6"X6" TEE
AND 6" GATE VALVE
INSTALL 6"X6" TEE
AND 6" GATE VALVE
BEGIN SEGMENT 15
JULY, 2015
3" AC WITH 6" HDPE
SEGMENT 18
BEGIN SEGMENT 17
BEGIN SEGMENT 18
(
!
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ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY EAA
CHECKED BY TRL
APPROVED BY EAA
?
?
((
I
4" AC WITH 6" HDPE
SEGMENT 16
!!
CONNECT TO EXISTING
8" AC PIPE AND INSTALL
6" GATE VALVE
INSTALL NEW
FIRE HYDRANT
4" AC WITH 6" HDPE
SEGMENT 15
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PIPE MATERIAL CHANGES
AT THIS POINT FROM
AC TO PVC
BEGIN SEGMENT 14
(
BEGIN SEGMENT 22
BEGIN SEGMENT 16
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITIES DIVISION
95 TRIPLET LAKE DR.
PIPE BURST
298 LF OF
4" AC WITH
6" HDPE
SEGMENT 22
(
(
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6" AC WITH 6" HDPE
SEGMENT13
6" PVC WITH 6" HDPE
SEGMENT14
DOMMERICH HILLS
BEGIN SEGMENT 21
(
INSTALL 6"X2" TEE
INSTALL 6"X6" TEE
AND 6" GATE VALVE
INSTALL 12"X6" TEE
AND 6" GATE VALVE
BEGIN SEGMENT 12
NATIVE COURT
BEGIN SEGMENT 11
PIPE BURST
291 LF OF
8" AC WITH
12" HDPE
SEGMENT 21
8" AC WITH 12" HDPE
SEGMENT 20
INSTALL 12"X6" TEE
AND 6" GATE VALVE
INSTALL NEW
FIRE HYDRANT
6" AC WITH 6" HDPE
SEGMENT 11
BEGIN SEGMENT 20
KEWANNEE TRAIL
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0
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Pipe Replacement
(
(
8" AC WITH 12" HDPE
SEGMENT 19
6" AC WITH 6" HDPE
SEGMENT 10
(
!
Water Line
!
Water Valve
!
BEGIN SEGMENT 10
REPLACE EXIST.
FIRE HYDRANT
INSTALL 12"X6" TEE
AND 6" GATE VALVE
!
Utility Repair
!?
?
(
(
INSTALL 12"X6" TEE
AND 6" GATE VALVE
(
(
!
Fire Hydrant
!
!
.
G
(
INSTALL 6"X12" TEE
AND 6" GATE VALVE
!
.!
G
Legend
BEGIN SEGMENT 19
KEWANNEE TRAIL
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 7
8" AC WITH 12" HDPE
SEGMENT 30
KEWANNEE TRL
100 Feet
!
.
G
?
Fire Hydrant
Water Valve
!
THIS SEGMENT SHOWN
ON SHEET 9
JULY, 2015
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITIES DIVISION
95 TRIPLET LAKE DR.
4" AC WITH 6" HDPE
SEGMENT 25
4" AC WITH 6" HDPE
SEGMENT 27
EXISTING PIPE SIZE
CHANGES AT THIS
POINT FROM
U:\2010\Hector\EXHIBIT REQUESTS\Alan\Pipe4"
Bursting\Plans
Phase 2\Pipe Burst 12a.mxd
TO 10"
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY EAA
CHECKED BY TRL
APPROVED BY EAA
(
(
! !
((
!
!
INSTALL NEW
FIRE HYDRANT
(
!
INSTALL 6"
GATE VALVE
(
BEGIN SEGMENT 27
Existing 10" DIP FM
(SSNOCWTA)
?
THUNDER TRL
(
!
4" AC WITH 6" HDPE
SEGMENT 23
BEGIN SEGMENT 25
Existing 10" PVC FM
(SSNOCWTA)
INSTALL 6"X6" TEE
AND 6" GATE VALVE
BEGIN SEGMENT 28
!
?
!
(
(
!
BEGIN SEGMENT 23
BEGIN SEGMENT 26
BEGIN SEGMENT 24
DOMMERICH HILLS
Utility Repair
INSTALL 6"X6" TEE
AND 6" GATE VALVE
INSTALL 6"X6" TEE
AND 6" GATE VALVE
(
(
Pipe Replacement
SAGINAW TRL
3" AC WITH 6" HDPE
SEGMENT 24
50
Legend
Existing 10" PVC FM
(SSNOCWTA)
3" AC WITH 6" HDPE
SEGMENT 28
CHANUTE TRL
CHIPPEWA TRL
3" AC WITH 6" HDPE
SEGMENT 26
INSTALL NEW
FIRE HYDRANT
8" AC WITH 12" HDPE
SEGMENT 31
0
(
!
!
BEGIN SEGMENT 31
KEWANNEE TRAIL
(
!
INSTALL 12"
GATE VALVE
!
.!
G
!
(
BEGIN SEGMENT 30
KEWANNEE TRAIL
BEGIN SEGMENT 29
KEWANNEE TRAIL
(
!
(
!
!
!
.
G
(
Existing 10" DIP FM
(SSNOCWTA)
INSTALL 12"X6" TEE
AND 6" GATE VALVE
(
REPLACE EXIST.
FIRE HYDRANT
INSTALL 12"X6" TEE
AND 6" GATE VALVE
8" AC WITH 12" HDPE
SEGMENT 29
Existing 10" PVC FM
(SSNOCWTA)
I
INSTALL 12"X6" TEE
AND 6" GATE VALVE
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 8
CONNECT TO EXISTING
8" GATE VALVE
0
!
!
(
(
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITIES DIVISION
95 TRIPLET LAKE DR.
INSTALL 12" GATE VALVE
INSTALL 6" GATE VALVE
(
(
! !
!
!
10" AC WITH 12" HDPE
SEGMENT 32
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY EAA
CHECKED BY TRL
APPROVED BY EAA
Existing 10" PVC FM
(SSNOCWTA)
CONNECT TO EXISTING
12" PVC PIPE
INSTALL 12" X 6" TEE
Water Valve
Utility Repair
JULY, 2015
SEGMENT 33
BEGIN SEGMENT 32
Fire Hydrant
DOMMERICH HILLS
Pipe Replacement
Existing 10" PVC FM
(SSNOCWTA)
Existing 10"
DIP FM
(SSNOCWTA)
!
.
G
?
!
BEGIN SEGMENT 34
((
100 Feet
Legend
SEGMENT 34
BEGIN SEGMENT 33
50
(
(
!
!
.!
G
(
INSTALL 12" X 12" TEE
AND 12" GATE VALVE
AND REPLACE EXIST.
FIRE HYDRANT
I
Existing 10" DIP FM
(SSNOCWTA)
EXISTING INTERCONNECT
WITH SEMINOLE COUNTY
POTENTIAL STAGING
AREA
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 9
!!
I
REPLACE 20 LF OF
6" AC WITH 6" HDPE
BY OPEN CUT
SEGMENT A1A
BEGIN SEGMENT A1
0
50
100 Feet
EXIST. 2" PVC TO REMAIN
Legend
!
.
G
?
Fire Hydrant
(
(
(
CONNECT TO EXISTING
6" GATE VALVE
Water Valve
!
INSTALL 6" X 2" TEE
Utility Repair
Water Line
DOMMERICH HILLS
Pipe Replacement
PIPE BURST 752 LF OF 2" GALV
BEGIN SEGMENT A4
BEGIN SEGMENT A5
!
INSTALL 6" x 6" TEE
AND 6" GATE VALVE
BEGIN SEGMENT A2
BEGIN SEGMENT A6
?
BEGIN SEGMENT A7
!
.
!G
(
(
?
!
!
INSTALL 6" x 6" TEE
AND 6" GATE VALVE
SEGMENT A8 SHOWN
ON SHEET 11
(
!
.
G
(
REPLACE EXIST. FIRE HYDRANT
?
BEGIN SEGMENT A3
SEGMENT SHOWN ON
SHEET 11
JULY, 2015
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITIES DIVISION
95 TRIPLET LAKE DR.
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY EAA
CHECKED BY TRL
APPROVED BY EAA
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 10
(
Water Valve
!
Utility Repair
BEGIN SEGMENT A8
BEGIN SEGMENT A10
Water Line
REPLACE EXIST.
FIRE HYDRANT
INSTALL 6"X6" TEE
AND 6" GATE VALVE
ABANDON IN PLACE
31 LF OF 2" GALV
BEGIN SEGMENT A12
CONNECT TO EXISTING
6" GATE VALVE
6" AC WITH 6" HDPE
SEGMENT A12
BEGIN SEGMENT A14
!
!
?
?
INSTALL 6"X6" TEE
AND 6" GATE VALVE
SEGMENT A13
INSTALL NEW
FIRE HYDRANT
REPLACE EXIST.
FIRE HYDRANT
INSTALL 6"X6" TEE
AND 6" GATE VALVE
BEGIN SEGMENT A17
!
(
!
(
6" AC WITH 6" HDPE
SEGMENT A16
6" AC WITH 6" HDPE
SEGMENT A17
(
?
!
!
.
G
(
(
!
(
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY EAA
CHECKED BY TRL
APPROVED BY EAA
INSTALL 6"X6" TEE
AND 6" GATE VALVE
INSTALL 6"X6" TEE
AND 6" GATE VALVE
REPLACE EXIST.
FIRE HYDRANT
!
(
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITIES DIVISION
95 TRIPLET LAKE DR.
!
.!
G
6" AC WITH 6" HDPE
SEGMENT A15
SEGMENT 1 SHOWN
ON SHEET 5
JULY, 2015
SEGMENT A11
BEGIN SEGMENT A16
!
(
PIPE BURST 65 LF OF
6" AC WITH 6" HDPE
SEGMENT A14
ABANDON IN PLACE
197 LF OF 6" AC
6" AC WITH 6" HDPE
SEGMENT A8
?
INSTALL NEW
FIRE HYDRANT
(
(
(
BEGIN SEGMENT A13
!
DIRECTIONAL DRILL
146 LF OF 6" HDPE
SEGMENT A14A
BEGIN SEGMENT A15
DOMMERICH HILLS
(
6" AC WITH 6" HDPE
SEGMENT A10
100 Feet
INSTALL 6"X6" TEE
AND 6" GATE VALVE
!
50
BEGIN SEGMENT A11
INSTALL NEW
FIRE HYDRANT
Pipe Replacement
0
(
!
.
!G
Fire Hydrant
?
!
.
G
?
BEGIN SEGMENT A9
6" AC WITH 6" HDPE
SEGMENT A9
I
Legend
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 11
I
0
50
100 Feet
?
Utility Repair
(
Legend
Water Valve
!
!
.
G
Fire Hydrant
Water Line
DOMMERICH HILLS
Pipe Replacement
INSTALL NEW
FIRE HYDRANT
BEGIN SEGMENT A19
BEGIN SEGMENT A18
INSTALL NEW
FIRE HYDRANT
(
INSTALL 6" x 6" TEE
AND 6" GATE VALVE
(
! !
BEGIN SEGMENT A21
!
!
!
BEGIN SEGMENT A22
BEGIN SEGMENT A23
SEGMENT SHOWN
ON SHEET 11
SEGMENT SHOWN
ON SHEET 13
(
(
SEGMENT SHOWN
ON SHEET 11
!
?
ACTIVITY
NAME
DESIGNED BY EAA
!
!
.
G DRAWN BY EAA
CHECKED BY TRL
! APPROVED BY EAA
(
SEGMENT SHOWN
ON SHEET 11
!
(
(
?
INSTALL 6" x 6" TEE
AND 6" GATE VALVE
!
(
!
.!
G
!
(
(
?
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITIES DIVISION
95 TRIPLET LAKE DR.
(
JULY, 2015
(
BEGIN SEGMENT A20
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 12
BEGIN SEGMENT A21A
0
!
.
G
50
100 Feet
!
.
G
?
Fire Hydrant
(
(
I
!
Legend
Water Valve
!
Utility Repair
Water Line
Pipe Replacement
(
WITH 6" HDPE SEGMENT A21A
!
(
BEGIN SEGMENT A24
(
!
!
!
(
(
!
!
.
G
!
REPLACE EXIST.
FIRE HYDRANT
(
(
INSTALL 6" X 6" TEE
AND 6" GATE VALVE
?
!
SEGMENT SHOWN
ON SHEET 7
INSTALL NEW
FIRE HYDRANT
(
BEGIN SEGMENT A25
!
INSTALL NEW
FIRE HYDRANT
(
!
.!
G
(
INSTALL 6"X6" TEE
AND 6" GATE VALVE
BEGIN SEGMENT A26
SEGMENT SHOWN
ON SHEET 7
!?
(
SEGMENT SHOWN
ON SHEET 7
SEGMENT SHOWN
ON SHEET 6
(
!
DOMMERICH HILLS
!
JULY, 2015
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITIES DIVISION
95 TRIPLET LAKE DR.
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY EAA
CHECKED BY TRL
APPROVED BY EAA
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 13
DOMMERICH HILLS
PIPE BURSTING
PROJECT
July, 2015
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITY DIVISION
95 TRIPLET LAKE DR.
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY
EAA
CHECKED BY TRL
APPROVED BY EAA
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 14
DOMMERICH HILLS
PIPE BURSTING
PROJECT
July, 2015
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITY DIVISION
95 TRIPLET LAKE DR.
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY
EAA
CHECKED BY TRL
APPROVED BY EAA
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 15
DOMMERICH HILLS
PIPE BURSTING
PROJECT
July, 2015
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITY DIVISION
95 TRIPLET LAKE DR.
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY
EAA
CHECKED BY TRL
APPROVED BY EAA
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 16
DOMMERICH HILLS
PIPE BURSTING
PROJECT
July, 2015
EDWARD A. AMBLER
LICENSE NO. 64697
CITY OF CASSELBERRY
PUBLIC WORKS
UTILITY DIVISION
95 TRIPLET LAKE DR.
ACTIVITY
NAME
DESIGNED BY EAA
DRAWN BY
EAA
CHECKED BY TRL
APPROVED BY EAA
DATE
07-15
07-15
07-15
07-15
REVISIONS
DATE BY DESCRIPTION
_______________________
_______________________
_______________________
SHEET 17

DommerichHillsPipeBurstingPlansUpdated - Reduced

Transcription

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