HomeMy WebLinkAboutItem 11 Approval of RFQ #23-004 Construction Manager at Risk for Floral Street Water, Sewer, and Road Reconstruction; Guaranteed Maximum Price Contract AuthorizationMeeting Date: August 15, 2023
Item #: 11
Contact Name: TJ Tomlinson Department Director: Jamie Croteau
Contact Number: Ext. 4301 City Manager: Robert Frank
Subject: Approval of RFQ #23-004 Construction Manager at Risk for Floral Street Water,
Sewer, and Road Reconstruction; Guaranteed Maximum Price Contract Authorization.
(Utilities Director Croteau)
Background Summary:
The City Commission awarded the Construction Manager at Risk (CMR) contract for the Floral Street Water,
Sewer, and Road Reconstruction Project along Floral Street and North Cumberland Avenue at the April 18,
2023, Commission Meeting to J. Malever Construction Company (J. Malever). The next step in the CMR
process is to negotiate the Guaranteed Maximum Price (GMP). Utilities, with the Design Engineer's (Hazen
and Sawyer) concurrence, has reviewed the proposal and recommends approval of the GMP with J. Malever
for the Floral Street Water, Sewer, and Road Reconstruction Project for $2,291,950.50 as detailed in the
attached proposal. This GMP includes an 8% Contractor's Fee in the amount of $161,689.63 for J. Malever
and a 5% Contractor's Contingency in the amount of $109,141.00 for any overages in the Contractor's cost.
The use of this contingency will require verification and agreement by the City. All savings will be returned to
the City. Along with the GMP, the total project cost of $2,635,743.07, includes a 10% Project Owners
contingency ($229,196.00) and a 5% miscellaneous amount ($114,598.00) to cover all other project
expenses.
Issue:
Should the Honorable Mayor and City Commissioners approve the Total Project Cost of $2,635,745.00,
including approval of the Guaranteed Maximum Price, for the Floral Street Water, Sewer, and Road
Construction of the Construction Manager at Risk contract with J. Malever Construction Company?
Recommendations:
Staff recommends the Honorable Mayor and City Commissioners approve the Total Project Cost of
$2,635,745.00, including approval of the Guaranteed Maximum Price, for the Floral Street Water, Sewer, and
Road Construction of the Construction Manager at Risk Contract, RFQ #23-004, with J. Malever Construction
Company, authorizing the Mayor, City Clerk, and City Staff to execute the required contract documents and
authorizing the City Manager to approve additional work up to the limit of his purchasing authority and up to
the allowable budget for unforeseen conditions.
Attachments:
1. Contract/Proposal
2. Design Plans
City of Ocoee - 1 N. Bluford Avenue - Ocoee, Florida 34761
• - .1 *1 10 • •-- a •
Page 174 of 268
Financial Impacts: The Total Project Cost of$2.835,745.00, including the Guaranteed K8axrnunn Phne, will
be funded by the following:
u Job #171O3-Oakland Downtown Gravity Main 2010Bond (Funds 417&4O8)
o Job #POUO342-Wastewater Field — Floral Street Sanitary Sewer/Water (Fund 4O8)
o Job #PUOU343-Water Field — Floral Street Sanitary Sewer/Water ADD (Fund 408)
Type of Item: Consent
City of Ocoee - 1 N. Bluford Avenue - Ocoee, Florida 34761
Page 175 of 268
J. Malever Construction Company
301 •.
s t + • ax:452-429-8705
Date August 4, 2023
Barrie/Owner: City of Ocoee - Utility Dept
1800 A.D. Mims R
Ocoee, FL 34761
Engineer City of Ocoee
Plan Date August 2023 Plans Sent out on 8/2 at :57 AM
Estimate No 23125
I/We the undersigned do hereby authorize and direct J. Malever Construction Company
hereinafter "Malever") to perform construction work to the above -described property in
accordance with the Scope of Work outlined below. This Contract is subject to the Standard
Terms « Conditions below.
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713,37, FLORIDA STATUES), THOSE WHO
WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO
ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY, THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF
YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB-SUSCONTRACTORS, OR MATERIAL
SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU
HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY
ALSO HAVE A LIEN ON YOUR PROPERTY.
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HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY
PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM
ANY PERSON OR COMPANY THAT HAS PROVIDED YOU A "NOTICE TO OWNER," FLORIDA's CONSTRUCTION LIEN LAW
IS COMPLEX, # IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
M lever's Sco e of Work, The scope of work of this Contract/Proposal (hereinafter "Scope of Work") is to
furnish the labor and materials necessary to:
A
1 Scope per attached proposal breakdown -This is %MP quote for the work shown on plans
Notes
Print duke: 8/4/2023 1 of 4 Toms Floral St - GMP - City of Ocoee
Page 176 of 268
3 Price includes a 5% contingence amount for any addition plan or design changes,
4 Price includes a unit price for unsuitable soils removal and replacement.. Along with trash removal
5 This quote does not include the purchase of any additional new bricks for installation' In the roadway
6 Existing bricks will be taken up put on pallets, stored and reinstalled on the roadway once the
utilities are all installed. The current style of brick Installed on Floral and Cumberland does not snatch
the bricks in the city's storage yard. The Holland Rustic Bay bricks in the City's yard were used on
Oakland & McKey St projects. If the city wants to use the Rustic Ray bricks then they could be used for
the herringbone pattern at the intersection of Floral and Cumberland - quantity in the Storage yard
will need to be verified. The typical loss of bricks to breakage when you remove and put them on a
pallet is 30%. So using the Rustic Ray bricks should allow for the rest of the existing bricks to be
reinstalled on the Floral and Cumberland roadways
7 Bricks will be removed on Cumberland all the way up the the existing crosswalk at the intersection
with Mckey St. Curbs will also be removed and replaced.
3 New 6' sewer services will be installed up the road R/W where they are shown on the plans. Connection
to the existing property's owner's sewer system outside of the Road R/W will be by others
9 New 1" water services will be,installed up the road R/W where they are shown on the plans. Connection
to the existing property's owner's water service will bebefore the existing curb Stop and meter. _if the
existing curb stop is damaged or will not function correctly then the City will need_ to furnish a new
curb stop to be installed by JMC,
10 Clearing of the existing trees and landscape located within the road R/W will be done by JMC. No
new trees or landscape will be reinstalled in the R/W other than sad.
i1 The Price of this Scope of Work. The price for the Scope of Work is $ 2,291;950.50
This Contract/Proposal and Malever's business records are not subject to audit by Owner. This price
is based on working during business hours of Monday through Friday from 6:00 AM to 6:00 PM. Owner
agrees to provide access to the job site as required for completion.
III Changes. The owner may make changes in the Scope of Work. Owner and Malever must agree in
writing to the scope of the changed work and the time necessary to complete the changed work
(hereinafter "Change Order"). Owner may direct Malever to perform work which is not within Malever's
Scope of Work only in accordance with this provision, Owner's request for Malever to perform work
outside business hours shall occur upon the execution of a Change, Orders
IV Warranty. Malever's warranty guarantees that the work shall be free from defects and shall conform to _
and meet the requirements of the applicable building codes. Malever agrees to correct, to the
satisfaction of the Owner, any, portion, or portions of the work which prove to be defective within one t1j
year from the date of the acceptance of the work by Owner;
'i
V Payment. Owner is liable to pay Malever all amounts due pursuant to this Contract/Proposal. Payments
are to be made as follows: Monthly draws, net 10 days: Payments are delinquent:(30) days from their
respective due date specified above. Delinquent payments shallbear interest at the rate of 1 1/2°%°per
month, if not prohibited by law, otherwise at the highest lawful Interest rate. 1
VI Jurisdiction.and Venue.. This agreement shall be gaverned'by the laws of the Stateof Florida lathe t
event of suit, the sole and enlusive'Jurisdictian for and venue 6f such suit snail 6e lri Lake County
Florida: The"Owner hereby waives for Itself whatever rights Itmayhaive in'the sel6dl6n of venue . The
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Print date: 8/4/2e23 of 4 TotrtS Fi
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Ina, i of:268
Print date: 8/4/2023 3 of 4
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Earthwork
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Special Brick Pattern in Intersection - May use Rustic Bay
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8" Sanitary Pipe - PVC
LF
Sanitary Manhole - 2 & 3
EA
Linstall 6" Service Laterals to RW Line
EA
'Connect to Existing Sanitary Stub Out Pipe At Bluford
Ave
EA
Remove Existing 2" Poly Waterline
LF
Remove Existing 8" DIP Waterline
LF
Remove Existing Fire Hydrants & Assembly
EA
Remove Existing Water Service Assembly
EA
Remove Et 15" RCP & Reinstall Once Sewer Pipe is
Installed
LF
Remove Ext 18" RCP & Reinstall Once Sewer Pipe is
L!nstalled
LF
jemp Waterline to Feed Existing Services
LF
18" Water Line PVC With Fittings - Pipe Provided by the
City
LF
6" Water Line PVC, with Fittings- Pipe Provided by the
City
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18" Gate Valve
EA
Gate Valve
EA
�6"
Single Water Service - 1"
EA
�:Fi,re Hydrants
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8" Line Stop
EA
12" Waterline Blow Off
EA
Connect To Existing Waterline
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Stabilized Subgrade
SY
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Page 179 of 268
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xt Roadway Bricks Re Installed on Roadway_
8" Sanitary Pine- PVC
Sanitary Manhole - 4 & 7
Install 6" Service Laterals to R._... Line
Install Concrete Cap Over Sewer tine
Remove Existing "CHIP Waterline
Remove Existin Fire H drant ^ Assembly
Remove Ext 6" PCP &_Existing Inlet
Insall New Storm Inlet P-
Install_ 4_w Storm Doghouse anole-u
Install New 1"' RCP
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Connect To Existing Waterline
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10" Crushed Concrete Base
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Construction -Fee------
Page 1B1of268
UTILITIES DE ARTMENT
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100Y(o .ESIGN SUBMITTAL
CITY
ROBERT D. FRANK CITY MANAGER I
FA
CRAIG SHADRIX, ASSISTANT CITY MANAGER
LARRY BRINSON, SR., DISTRICT 1 COMMISSIONER
ROSEMARY WILSEN, DISTRICT 2 COMMISSIONER, PRO-TEM
GEORGE OLIVER III, DISTRICT 4 COMMISSIONER
AM WEI ME RON I
HAZEN PROJECT NO.: 41154-00.'
AUGUST 2023
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LOCATION MAP
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Hazen
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
PROJECT ENGINEER OF RECORD: DEREK W. BIEBER, PE No. 75500
LIST OF DRAWINGS
SHEET SHEET TITLE
NUMBER
GENERAL
G-01 TITLE SHEET, LOCATION MAP AND LIST OF DRAWINGS
G-02 GENERAL NOTES
G-03 ABBREVIATIONS AND SYMBOLS
CIVIL
Mall m:14 -W•ra9
C-01 A KEY MAP 1
C-01 B
KEY MAP 2
C-02
WATER MAIN - S CUMBERLAND AVE TO KISSIMMEE AVE
STA 0+00 TO STA 4+20
C-02A
SANITARY SEWER - S CUMBERLAND AVE TO KISSIMMEE AVE
STA 0+00 TO STA 4+20
C-03
WATER MAIN - S CUMBERLAND AVE TO S BLUFORD AVE
STA 4+20 TO STA 7+50
SANITARY SEWER S CUMBERLAND AVE TO S BLUFORD AVE
C-03A
STA 4+20 TO STA 7+50
WATER MAIN - GW FLORAL ST TO STREET TO W MCKEY STREET
C-04
STA 0+00 TO STA 4+40
SANITARY SEWER - GW FLORAL ST TO STREET TO W MCKEY STREET
C-04A
STA 0+00 TO STA 4+50
C-05
WATER MAIN - W MCKEY STREET TO W OAKLAND AVE
STA 4+40 TO STA 9+00
C-06A
SANITARY SEWER - INTERSECTION OF SILLS ALLEY AND S CUMBERLAND AVE
STA 0+00 TO STA 4+20
C-07
WATER MAIN - INTERSECTION OF SILLS ALLEY AND S CUMBERLAND AVE
STA 3+50 TO STA 6+00
C-07A
SANITARY SEWER - INTERSECTION OF SILLS ALLEY AND S CUMBERLAND AVE
STA 4+20 TO STA 6+00
STANDARD DETAILS
CD-01
CITY STANDARD DETAILS - SHEET 1
CD-02
CITY STANDARD DETAILS - SHEET 2
CD-03
CITY STANDARD DETAILS - SHEET 3
CD-04
CITY STANDARD DETAILS - SHEET 4
CD-05
CITY STANDARD DETAILS - SHEET 5
CD-06
CITY STANDARD DETAILS - SHEET 6
CD-07
CITY STANDARD DETAILS - SHEET 7
CD-08
CITY STANDARD DETAILS - SHEET 8
CD-09
CITY STANDARD DETAILS - SHEET 9
CD-10
CONFLICT DETAILS
Page 182 of 268
I
1. THE HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO THE FLORIDA STATE
PLANTE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 201 ADJUSTMENT (NAD 83/11), ZONE 901, FLORIDA
EAST. HORIZONTAL CONTROL WAS ESTABLISHED USING THE FLORIDA DEPARTMENT OF TRANSPORTATION'S
(FDOT) FLORIDA PERMANENT REFERENCE SYSTEM (FRPN), A REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING
SYSTEM (GPS).
2. VERTICAL INFORMATION SHOWN HEREON REFERS TO FLORIDA DEPARTMENT OF TRANSPORTATION
BENCHMARKS IDENTIFICATION NUMBER 44524, DESIGNATED 7502LO14 BEING A PK NAIL WITH A 1.5" WASHER
STAMPED "D5PNC 75021-014" IN A 5' SIDEWALK HAVING AN ELEVATION OF 121.66' AND IDENTIFICATION NUMBER
846403, DESIGNATED 75021-015 BEING A PK NAIL WITH 1.5" WASHER STAMPED "D59NC 75021-015" IN CONCRETE
HAVING AN ELEVATION OF 117.56'. ALL SET CONTROL WAS ELEVATED BY COMPLETING A CLOSED LOOP BENCH
RUN FROM THE ABOVEMENTIONED PRIMARY VERTICAL CONTROL POINTS.
3. ALL MATERIAL USED IN THE CONSTRUCTION OF THIS PROJECT SHALL BE NEW AND IN ACCORDANCE WITH THE
CITY OF OCOEE ENGINEERING STANDARDS MANUAL AML, DETAILS AND APPLICABLE FDEP REGULATIONS. WHERE
REFRENCED STANDARDS CONFLICT, THE MORE STRINGENT STANDARDS SHALL APPLY.
4. CONTRACTOR SHALL CONTACT "SUNSHINE STATE ONE CALL" 811 A MINIMUM OF 2-DAYS AND A MAXIMUM OF
5-DAYS PRIOR TO START CONSTRUCTION.
5. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE
SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE
PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATIONS AND DIMENSIONS OF ALL EXISTING
UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. EFFORTS
WERE MADE TO INDICATE CONFLICTS BUT SHALL NOT BE LIMITED TO CONFLICTS SHOWN ON THE PLANS. IF
DISCREPANCIES ARE DISCOVERED IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY
CONSTRUCTION REPRESENTATIVE.
6. CONTRACTOR SHALL PROVIDE TEMPORARY SANITATION FACILITIES FOR CONSTRUCTION PERSONNEL'S USE AND
PAY ALL FEES FOR RENT, PUMP OUT, AND MAINTENANCE OF THE UNITS. UNAPPROVED DUMPING OF WASTE INTO
EXISTING SANITARY LINES IS NOT ALLOWED.
7. CONTRACTOR SHALL SECURE THE STAGING AREA SITE FROM THE PUBLIC THROUGHOUT THE DURATION OF THE
CONSTRUCTION CONTRACT TO PREVENT THEFT AND PROTECT PUBLIC FROM ACTIVE WORK AREAS. OPEN
TRENCHES AND EXCAVATIONS SHALL BE FILLED IN EACH DAY OR OTHERWISE PROPERLY TAPED OFF WITH
WARNING SIGNS POSTED TO PROMOTE PUBLIC SAFETY.
8. CONTRACTOR SHALL VERIFY IN THE FIELD THE LOCATION AND ELEVATION OF ALL EXISTING UTILITY CONNECTION
POINT(S) PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE CITY CONSTRUCTION
REPRESENTATIVE OF ANY DISCREPANCIES FOUND.
9. CONTRACTOR TO ENSURE CONTINUOUS UTILITY SERVICES DURING CONSTRUCTION OF PROPOSED UTILITY. ANY
INTENTIONAL SERVICE INTERRUPTION SHALL BE COORDINATED WITH AND APPROVED BY THE AFFECTED UTILITY.
10. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEWLY CONSTRUCTED
UTILITIES DURING CONSTRUCTION. SHOULD ANY UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE
RELOCATION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY
CONSTRUCTION REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO
EXISTING UTILITIES CAUSED DURING HIS OPERATIONS WITH NO ADDITIONAL COMPENSATION.
11. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING STRUCTURES WITHIN THE CITY
RIGHT-OF-WAYS DURING CONSTRUCTION. STRUCTURES SHOWN ON THE PLANS TO BE REMOVED AND REPLACED
SHALL BE RESTORED TO THE GREATER OF THE EQUIVALENT PRE -CONSTRUCTION CONDITION OR CURRENT CITY
SPECIFICATIONS. STRUCTURES DAMAGED BY CONSTRUCTION THAT ARE NOT SHOWN ON THE PLANS TO BE
REMOVED AND REPLACED SHALL BE REPAIRED BY THE CONTRACTOR WITH NO ADDITIONAL COMPENSATION.
APPLY.CONSTRUCTION OPERATION. UNSUITABLE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,
STATE AND FEDERAL REGULATIONS. WHERE CONFLICTS EXIST BETWEEN REQUIREMENTS, THE MOST STRINGENT
SHALL
13. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY AND THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. CONTRACTOR IS RESPONSIBLE FOR ANY
SPECIAL PRECAUTIONS THAT MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES.
14. CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF CONSTRUCTION. CONTRACTOR SHALL
PROVIDE, ERECT AND MAINTAIN EFFECTIVE BARRICADES, DANGER SIGNALS, SIGNS AND PEDESTRIAN DETOURS
IN ALL AREAS WHERE REQUIRED FOR THE PROTECTION OF THE WORK AND THE SAFETY OF THE PUBLIC.
15. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY
DEVICES, IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, LATEST EDITION. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN
(INCLUDING FDOT INDEX NUMBERS) FOR BOTH VEHICULAR AND PEDESTRIAN TRAFFIC FOR REVIEW PRIOR TO
BEGINNING CONSTRUCTION. FOR ANY PORTION OF THE MAINTENANCE OF TRAFFIC PLAN THAT DEVIATES FROM
THE FDOT STANDARD INDEX, THE CONTRACTOR SHALL SUBMIT A PLAN SIGNED AND SEALED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF FLORIDA.
16. THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS TO ELIMINATE THE TRANSPORT OF DUST FROM THE
PROJECT SITE. SPECIAL MEASURES, SUCH AS PERIODICALLY APPLYING WATER TO THE WORK SITE TO PREVENT
DUST SHALL BE INCORPORATED INTO THE CONTRACTORS WORK PLAN. THE CONTRACTOR SHALL ENSURE THAT
ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION OR EMISSIONS OF UNCONFINED PARTICULATE
MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1.
17. ALL SECTION CORNERS OR PROPERTY CORNERS DISLOCATED OR DISTURBED BY THE CONSTRUCTION
ACTIVITIES SHALL BE RESET BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR EXPENSE.
18. UNLESS OTHERWISE NOTED ON THE PLANS, FINAL GRADE SHALL GENERALLY BE THE SAME AS EXISTING GRADE.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL MAINS IN ACCORDANCE WITH CURRENT
STANDARDS OF LOCAL JURISDICTION. CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION REPRESENTATIVE
AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS.
20. CONTRACTOR SHALL MAINTAIN AS -BUILT INFORMATION ON A REGULAR BASIS DURING CONSTRUCTION.
CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY AS -BUILT DRAWINGS IN ACCORDANCE WITH SECTION 3.01.05
OF THE CITY OF OCOEE ESM UPON COMPLETION OF THE WORK. (SEE CONTRACT DOCUMENTS).
21. ALL POTABLE AND FIRE SYSTEM COMPONENTS SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR ANY DAMAGE TO THESE SYSTEMS.
22. UNLESS OTHERWISE SHOWN, ALL PIPE SHALL BE INSTALLED VIA OPEN CUT CONSTRUCTION.
PROJECT
ENGINEER: D. BIEBER
DESIGNED BY: D. BIEBER
DRAWN BY: C. LOMBANA
CHECKED BY: M. PECKHAM
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING -, DEREK W. BIEBER PE. No. 75500
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
23. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND THE CITY OCOEE UTILITY INSPECTOR AT (407)
666-5209 AT LEAST 48 HOURS BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH
INDIVIDUAL UTILITY OWNERS FOR RELOCATION, SUPPORT OF POLES, ETC. THAT ARE NECESSARY FOR
CONSTRUCTING THE PROJECT AS SHOWN IN THE PLANS.
25. CITY ROADS TO BE OPEN CUT SHALL BE TEMPORARILY RESTORED UTILIZING DETAILS IN THIS PLAN SET. FOR
FINAL RESTORATION OF CITY ROADS, CONTRACTOR SHALL UTILIZE DETAIL PW002. ALL PAVEMENT MARKINGS
SHALL BE REPLACED IN LIKE KIND AND WITH MATERIALS IN ACCORDANCE WITH CITY SPECIFICATIONS, LATEST
EDITION.
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27. WATER AND WASTEWATER SYSTEMS SHALL NOT BE PLACED IN SERVICE (FOR TEMPORARY OR PERMANENT
USE) UNTIL ALL TESTING AND INSPECTIONS HAVE BEEN COMPLETED. TEST REPORTS AND AS-BUILTS FOR THOSE
SYSTEMS COMPLETED SHALL BE SUBMITTED AND CLEARANCE OBTAINED FROM APPLICABLE UTILITIES AND
PERMITTING AGENCIES BEFORE ANY SUCH USE.
28. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.
DRAINAGE STRUCTURES THAT HAVE NOT BEEN CALLED OUT TO BE REPLACED AND ARE DISTURBED BY THE
CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE CONTRACTOR AT HIS SOLE EXPENSE.
29. ALL PIPING MATERIALS AND ANY MATERIALS THAT WILL BE IN DIRECT CONTACT WITH DRINKING WATER MUST
CONFORM TO APPLICABLE AWWA AND NSF REQUIREMENTS.
30. ALL MATERIALS SHALL BE IN COMPLIANCE WITH CITY OF OCOEE STANDARDS.
31. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN
WRITING PRIOR TO CONSTRUCTION.
32. IN CASE OF EMERGENCY. CONTACT THE CITY OF OCOEE UTILITIES ADMINISTRATION AT (497) 905-3159 DURING
BUSINESS HOURS OR THE CITY OF OCOEE EMERGENCY DISPATCH AT (407) 428-5766 AFTER BUSINESS HOURS.
REPLACEMENT OF WATER MAINS:
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2. INSTALL NEW HYDRANTS IN VICINITY OF EXISTING HYDRANTS AND INSTALL NEW ISOLATION VALVES ON THE
NEW WATER MAINS AS NOTED.
3. PRESSURE TEST AND DISINFECT EACH SECTION OF NEW WATER MAIN BETWEEN ISOLATION VALVES AND OBTAIN
CLEARANCE FROM FDEP PRIOR TO MAKING CONNECTIONS TO CUSTOMERS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL BACTERIOLOGICAL TESTING PER FDEP
REQUIREMENTS AND THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL SCHEDULE A CERTIFIED WATER LAB
TO PULL BACTERIOLOGICAL SAMPLES NO MORE THAN 24 HOURS AFTER DISINFECTING WATER MAINS.
5. NOTIFY EACH CUSTOMER AT LEAST 48 HOURS BEFORE DISCONNECTING WATER SERVICE FOR THE
REPLACEMENT OF EXISTING POTABLE WATER FEED. NOTIFICATION SHOULD BE MADE BY DOOR HANGERS WITH
WORDING APPROVED BY THE CITY AND PROVIDE DATE AND TIME PERIOD THAT CAN BE EXPECTED FOR THE
INTERRUPTION OF SERVICE.
REMOVINGCONNECTIONS TO THE EXISTING WATER MAIN AT THE TIE-IN POINT TO THE DISTRIBUTION SYSTEM BEFORE
7. CONNECTION TO NEW WATER MAINS SHALL INCLUDE SERVICE SADDLES, 1" CORP STOP, 1" POLY TUBING, 1"
ANGLED CURB STOPS AND NEW METER BOXES.
8. ALL NEW WATER MAINS REQUIRE A FULL DIAMETER FLUSH WITNESSED BY THE CITY OF OCOEE UTILITY
INSPECTOR. PRELIMINARY PRESSURE TESTING IS REQUIRED PRIOR TO SCHEDULING ANY FORMAL TESTING
WITH THE CITY'S UTILITY INSPECTOR.
9. CONTRACTOR SHALL CONTACT THE CITY OF OCOEE UTILITY INSPECTOR AT LEAST 48 HOURS PRIOR TO ALL
PRESSURE TESTS AND DISINFECTION OF WATER MAINS.
10. ALL JOINTS OF WATER/SEWER MAINS WITHIN 10' OF UTILITY POLES SHALL BE RESTRAINED.
1111191111110 1, `
[oils
• ` • OWN I Lei
Ia AN
6 FMs_A_7j7;rn
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
CITY OF OCOEE
UTILITIES DEPARTMENT
(IcriCi<a
DOWNTOWN FLORAL STREET
SEWER PROJECT
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
Page 183 of 268
PIPING
GENERAL
CMP
CORRUGATED METAL PIPE
AC
AIR CONDITIONER
FE
FIRE EXTINGUISHER,
PS
PRESSURE SWITCH
OR FLOW ELEMENT
DIP
DUCTILE IRON PIPE
ALUM
ALUMINUM
POT
POTABLE
FIN
FINISH
PVC
POLYVINYLCHLORIDE
AB
ANCHOR BOLT
PL
PROPERTY LINE
FL
FLOOR
ANG
ANGLE
RADR
RADIUS
FTG
FOOTING
APPROX
APPROXIMATE
RED
REDUCER
FF
FINISHED FLOOR
VALVES, FITTINGS, ETC.
ARCH
ARCHITECTURAL
REINF
REINFORCING
FIR
FRAME
ASPH
ASPHALT
REQD
REQUIRED
ARV
AIR RELIEF VALVE
GALV
GALVANIZED
RW
RECLAIMED WATER
AVV
AIR VACUUM VALVE
BOL
BOLLARD
GR
GRADE
SECT
SECTION
BOTT
BOTTOM
BV
BALL VALVE
SHT
SHEET
H
HIGH
BLDG
BUILDING
BFV
BUTTERFLY VALVE
HP
HIGH POINT
SPEC
SPECIFICATION
CBS
CONCRETE BLOCK & STUCCO
SQ
SQUARE
CV
CHECK VALVE
CJ
CONSTRUCTION JOINT
HORIZ
HORIZONTAL
SS
STAINLESS STEEL
CPLG
COUPLING
CLP
CONCRETE LIGHT POLE
ID
INSIDE DIAMETER
STL
STEEL
FH
FIRE HYDRANT
CS
CONCRETE SLAB
INSUL
INSULATION
STRUC
STRUCTURAL
FTG
FITTING
CL
CENTER LINE
INT
INTERIOR
S
SOUTH
FLG
FLANGE
CC
CENTER TO CENTER
IPS
IRON PIPE SIZE
SWK
SIDEWALK
CHKD
CHECKERED
GV
GATE VALVE
ISO
ISOLATION
T
TOP
COL
COLUMN
HB
HOSE BIB
INV
INVERT
TB
TOP OF BERM
CONC
CONCRETE
ISV
ISOLATION VALVE
JB
JUNCTION BOX
TBD
TO BE DETERMINED
CONT
CONTINUOUS
JT
JOINT
LR
LONG RADIUS
TEMP
TEMPORARY
CONTR
CONTRACTOR
LG
LONG
THK
THICK
MI
MECHANICAL JOINT
CID
CORROSION PROTECTION
LN
LINE
TI
TEMPERATURE INDICATOR
NPT
NATIONAL PIPE THREAD
DET
DETAIL
LP
LOW POINT
TM
TRANSMISSION MAIN
DIA
DIAMETER
M H
MANHOLE
PRV
PRESSURE RELIEF VALVE
TO
THROUGHOUT
DIM
DIMENSION
MANUF
MANUFACTURER
TOC
TOP OF CONCRETE
PV
PLUG VALVE
DN
DOWN
MO
MASONRY OPENING
TOS
TOP OF SLAB
SOV
SOLENOID OPERATED VALVE
DWG
DRAWING
MAX
MAXIMUM
TYP
TYPICAL
D
DRAIN
THD
THREADED
MECH
MECHANICAL
T.O.B.
TOP OF BANK
DW
DRIVEWAY
MIN
MINIMUM
TOE
TOE OF BERM
EA
EACH
MOV
MOTOR OPERATED VALVE
E
EAST
T.O.P.
TOP OF PIPE
MISC
MISCELLANEOUS
TRANS
TRANSFORMER
EB
EXPANSION BOLT
N
NORTH
TS
TAPPING SLEEVE
EJ
EXPANSION JOINT
EM
ELECTRICAL METER
NIC
NOT IN CONTRACT
UG
UNDERGROUND
NTS
NOT TO SCALE
UGE
UNDERGROUND ELECTRIC
EOP
EDGE OF PAVEMENT
NO
NUMBER
EF
EACH FACE
UNO
UNLESS NOTED OTHERWISE
OHW
OVERHEAD WIRE
VERT
VERTICAL
EW
EACH WAY
OC
ON CENTER
WTR
WATER
ECC
ECCENTRIC
OF
OUTSIDE FACE
WL
WATER LEVEL
ELEC
ELECTRIC
OPNG
OPENING
WWF
WELDED WIRE FABRIC
ELELEV
ELEVATION
OD
OUTSIDE DIAMETER
W
WITH
EQUIP
EQUIPMENT
PG
PAGE
W
WEST
EXIST
EXISTING
o
PROJECT
y
ENGINEER:
D. BIEBER
m
DESIGNED BY:
B. ABU BARMBBEI
!
DRAWN BY:
C. LOMBANA
1 N
CHECKED BY:
M J- EIC K.E
00
IF THIS BAR DOES NOT
0 1/2" 1"
o
MEASURE 1" THEN DRAWING
-, DEREK W. BIEBER PE. No. 75500
o REV ISSUED FOR
DATE BY IS NOT TO FULL SCALE
Ia AN
6 Fe-A-77J701
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
Legend
CMP
= Corrugated Metal Pipe
CCR
= Certified Corner Record
CONC=
Concrete
TRAV
= Traverse
= Air Conditioning Unit
= Benchmark
L=
Electric Junction Box
F
= Fiber Optic Marker
= Fire Hydrant
0
= Flat Grate Inlet
G
= Gas Line Marker
G
= Gas Meter
J c J
= Gas Valve
+
= Metal Light Pole
= Metal Traffic Signal Pole
= Parking Meter
= Sign
T
= Telephone Manhole
T
= Telephone Pullbox
T
= Telephone Riser
TV
= Televison Pullbox
TV
= Television Riser
tTRRj
= Traffic Signal Panel
.
= Transformer
L
= Trashcan
W
= Water Meter
N
= Water Valve
BB
= Bottom of Bank
TB
= Top of Bank
G
= Gas Line Paint Marks
-- -- -- -- -- -- -
= Treeline
= Maple (Diameter in inches)
-,
= Oak (Diameter in inches)
= Pine Tree (Diameter in inches)
= Reclaimed Water Line
- E
= Buried Electric Line
WW6
= Monitoring Well
®
= Backflow Preventer
CITY OF OCOEE
UTILITIES DEPARTMENT
Pie>G,
DOWNTOWN FLORAL STREET
SEWER PROJECT
DETAIL IDENTIFICATION
(1) DETAIL CALL -OUT ON DRAWING C10
1
M01
I
(2) ON DRAWING C11 THIS DETAIL IDENTIFIED AS:
DETAIL 1
1/2" = 1'-0" M01
* NOTE: IF PLAN AND SECTION (OR DETAIL CALL -OUT
AND DETAIL) ARE SHOWN ON SAME DRAWING,
DRAWING NUMBER IS REPLACED BY A LINE.
ABBREVIATIONS & SYMBOLS
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
■
Page 184 of 268
01
I
REV I ISSUED FOR
PLAN
1"=100'
100 50 0 100,
PROJECT 1"=100'-0" 6irm
ENGINEER: D. BIEBER
CITY OF
DESIGNED BY: D. BIEBER DATE: AUGUST 2023
OCOEE
DRAWN BY: C. HAZEN NO.:
. LOMBANA UTILITIES DEPARTMENT 41154-001
CHECKED BY: M.PECKHAM Hazen t I o! " d o CONTRACT NO.:
HAZEN AND SAWYER KEY MAP 1
IF THIS BAR DOES NOT 0 1/2" 2420 S. LAKEMONT AVENUE, SUITE 325, DRAWING
MEASURE I" THEN DRAWING DEREK W. BIEBER PE. No. 75500 ORLANDO, FLORIDA 32814 DOWNTOWN FLORAL STREET NUMBER:
DATE BY IS NOT TO FULL SCALE Msiiiiii SEWER PROJECT C-01
Page 185 of 268
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PROJECT
ENGINEER: D. BIEBER
CITY OF OCOEE
DESIGNED BY: D. BIEBER UTILITIES DEPARTMENT
,
-�
,
DRAWN BY: C. LOMBANA ()('()( (-,>
- flor�do KEY MAP 2
CHECKED BY: M.PECKHAM HAZEN AND SAWYER
IF THIS BAR DOES NOT 0 1/2" ill 2420 S. LAKEMONT AVENUE, SUITE 325, DOWNTOWN FLORAL STREET
MEASURE 1 "THEN DRAWING ���� DEREK W. BIEBER PE. No. 75500 ORLANDO, FLORIDA 32814
DATE BY IS NOT TO FULL SCALE SEWER PROJECT
C-01 B
.
Page 187 of 268
I
NEW 8" SDR26 GRAVITY MAIN
REMOVE EXISTING 8"
(SEE DRAWING C-04A) WATER MAIN (SEE NOTES)
NEW 8" C900 WATER MAIN
0 (SEE DRAWING C-04)
0
2" GAS MAIN (MIN 3 FT COVER)
REMOVE FIRE HYDRANT,
ct) VALVE AND VALVE BOX
m
EXISTING UTILITY POLE.
m CONTRACTOR SHALL
z COORDINATE WITH
UTILITIES FOR REMOVAL OF
ry
WATFF: Lu EXISTING WATER MAIN. (le)
0
CD
z
z
U)
T WATER
REMOVE U
ABANDONED WITHRECONN8"xEl " CSERVICE TAP ANDSERVICE CD
1" SINGLE POLY SHORT SERVICE
METER AND BOX
MH-3 NEW 8" SDR26 GRAVITY MAIN: Ljj
o+ob STA 0+61 1+00 (SEE DRAWING C-02A) 2+00 3+00 4+ 1 00 W
4
CONFLICT
REMOVE FIRE HYDRANT, REMOVE EXISTING 8" WATER MAIN DETAIL 4 CD-09 Lij
FLORAL ST
VALVE AND VALVE BOX
-- - - ------
i" WT
- - - - - - - - - - - - - - - I - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - -
LL
STA. 0+01.00, 19.67'R E<, I Q
8" DI GV, RMJ
ON
D T
C� E A
40'R
NEW 8" C900
STA. 3+85.81, 24.
W/BOX AND 8" PLUG STA. 1+66.05,21.28'R WATER MAIN MH-2
CONSTRUCT FIRE CONTRACTOR TO REPLACE 2.00 VERT. DEFLEC. 8" 450 HORIZ. BEND, RM,
STA. 0+03.12,19.71'R SIDEWALK AND CURB STA 3+47j 0
T C
8" X 6" DI TEE, RMJ HYDRANT ASSEMBLY STA. 1+20.65, 20.68'R + STA. 3+71.46, 38.69'R CN
REMOVED DURING REMOVE 1
2.00 VERT. DEFLEC. 8" 45' HORIZ. BEND, RMI �t
STA. 0+03.10, 21.39"R CONSTRUCTION STA. 2+53.84,20.71'R ABANDONED
2.0' HORIZ. DEFLEC. METER AND BOX
6" DI GV, RMJ AND BOX STA. 3+62.96, 31.39'R <
STA. 2+80.48,19.59'R STA. 3+22.24, 19.79'R 8" X 8" DI TEE, RMJ I-_
1.6'HORIZ. DE-LEC. 8" DI GV, RMJ AND BOX STA. 3+62.80, 38.67'R U)
RECONNECT WATER SERVICE REMOVE FIRE HYDRANT, STA. 3+46.44, 20.35'R 8" X 8" DI TEE, RMJ
WITH 8"x1" SERVICE TAP AND
VALVE AND VALVE BOX 8" 450 HORIZ. BEND, RMJ
1" SINGLE POLY SHORT SERVICE STA. 3+00.70, 1 1 9.29'R STA. 3+56.81, 31 .23'R SEE
STA. 0+37.09 OFFSET 20.34'R 2.00 HORIZ. DEFLEC. 8" 45' HORIZ. BEND, RMJ DRAWING C-04
DI 0.850 HORIZ. DEFLEC. 2.0' VERT. DEFLEC.
PLAN
ill 20'
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00 LU U_ � _j . _j LO < Lq z -It z -It
00 z 00 00 uj 00 LU (0 U_ (0 Lu (6 ILL co (0 Lu (0 Lu (0 Lu coLu �6 Lu
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Off_r C) + Lu + 0� LLJ + 0 Of + + ry LLI +
C) cy) cy) cy) 0 MO + Lu
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120
115
113
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
-EXISTING GRADE
1A
TOP EL. 118.00
8" C900 WATER MAIN
D. BIEBER
D. BIEBER
C. LOMBANA
M.PECKHAM
0 1/2" ill
DEREK W. BIEBER PE. No. 75500
-EXISTING GRADE
TOP EL. 116.50
OPEN CUT
(420 LF)
2+00
PROFILE
1"=2'-0" VERTICAL
1"=20'-0" HORIZONTAL
Ia As
UFS-A- V�ZIJ74p
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
CITY OF OCOEE
UTILITIES DEPARTMENT
DOWNTOWN FLORAL STREET
SEWER PROJECT
120
115
113
4+20
W OAKLAND AVE
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KEY PLAN
NOTES: NTS
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS -BUILT INFORMATION AND
TOPOGRAPHIC SURVEY (03/15/2022)
5. CONTRACTOR TO PROTECT EXISTING WATER MAIN DURING
CONSTRUCTION OF NEW WATER MAIN AND PRIOR TO REMOVAL
OF THE EXISTING WATER MAIN. CONTRACTOR SHALL PROTECT
THE NEW WATER MAIN DURING REMOVAL OF EXISTING WATER
MAIN.
6. REMOVAL OF EXISTING WATER MAIN SHALL INCLUDE REMOVAL
OF EXISTING VALVE BOXES.
7. ALL FIRE HYDRANTS TO BE REMOVED FROM EXISTING WATER
MAIN AND PROPERLY DISPOSED AND NEW HYDRANTS INSTALLED
ON NEW WATER MAIN UNLESS OTHERWISE NOTED.
8. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AS PART OF THE RIGHT -OF WAY PERMIT(S) FOR THIS
PROJECT. THE TTC/MOT PLAN SHALL INCLUDE ALL APPLICABLE
FDOT INDICES, STATE THE DURATION OF WORK, AND MEET ALL
APPLICABLE FDOT REQUIREMENTS. THE CONTRACTOR SHALL
PROVIDE ALL PEDESTRIAN AND VEHICULAR MOT.
9. CONTRACTOR TO CONSTRUCT TEMPORARY PAVING/CONCRETE
REPAIR ONCE NEW MAINS ARE INSTALLED AND PRIOR TO
EXISTING MAINS BEING REMOVED, UNTIL FINISHED PAVING CAN
BE CONSTRUCTED.
10. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
11. REMOVE AND REPLACE BRICK PAVEMENT AND BASE FULL WIDTH
OF PAVEMENT LENGTH OF NEW GRAVITY MAIN AND MANHOLES.
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
12. AFTER RECEIVING WATER MAIN CLEARANCE FROM FDEP,
CUSTOMERS ARE TO BE GIVEN 24 HOURS NOTICE TO SWITCH
EXISTING CUSTOMER SERVICE LINES TO NEW WATER METERS.
LEGEND
CONCRETE
PAVERS
ELEVATION
OVERHEAD WIRES
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC SANITARY SEWER LINE
EXISTING WATER LINE
PROPOSED WATER LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
Q_ CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
20 10 0 20'
1 11=20'-0"
WATER MAIN
S CUMBERLAND AVE TO S KISSIMMEE AVE
STA 0+00 TO STA 4+20
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
C-02
0
Page 188 of 268
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PROJECT
"meIC
—EXISTING GRADE
286 LF 8" SDR26 PVC @ -0.30%
ENGINEER: D. BIEBER
DESIGNED BY: D. BIEBER
DRAWN BY: C. LOMBANA
CHECKED BY: M. PECKHAM
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING -, DEREK W. BIEBER PE. No. 75500
IS NOT TO FULL SCALE
EXISTING SEPTIC
PLAN
ill =20'
rr
M
J
M W < � >>, Lu
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Q
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OPEN CUT
(286 LF)
2+00
PROFILE
1 "=2'-0" VERTICAL
1"=20'-0" HORIZONTAL
Ia AN
6 74 p
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
00cobo
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STA: 3+71 A6
TOP EL: 118.17
BOTTOM EL: 117.46
TOP EL. 116.59
115
IC OC
CITY OF OCOEE
UTILITIES DEPARTMENT
DOWNTOWN FLORAL STREET
SEWER PROJECT
OPEN CUT
(73 LF)
111
4+00 4+20
W OAKLAND AVE
w
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o'
zi
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w
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2
m
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KEY PLAN
NTS
NOTES:
1.
LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
2.
STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3.
ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4.
DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS -BUILT INFORMATION AND
TOPOGRAPHIC SURVEY (03/15/2022)
5.
CONTRACTOR TO PROTECT THE NEW WATER MAIN DURING
CONSTRUCTION OF NEW GRAVITY MAIN.
6.
CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AS PART OF THE RIGHT -OF WAY PERMITS) FOR THIS
PROJECT. THE TTC/MOT PLAN SHALL INCLUDE ALL APPLICABLE
FDOT INDICES, STATE THE DURATION OF WORK, AND MEET ALL
APPLICABLE FDOT REQUIREMENTS. THE CONTRACTOR SHALL
PROVIDE ALL PEDESTRIAN AND VEHICULAR MOT.
7.
CONTRACTOR TO CONSTRUCT TEMPORARY PAVING/CONCRETE
REPAIR ONCE NEW MAINS ARE INSTALLED AND PRIOR TO
EXISTING MAINS BEING REMOVED, UNTIL FINISHED PAVING CAN
BE CONSTRUCTED.
8.
REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
9.
REMOVE AND REPLACE BRICK PAVEMENT AND BASE FULL WIDTH
OF PAVEMENT LENGTH OF NEW GRAVITY MAIN AND MANHOLES.
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10.
EXISTING SEPTIC TANK AND CLEANOUT LOCATIONS ARE
APPROXIMATE.
LEGEND
'r CONCRETE
PAVERS
ELEVATION
OVERHEAD WIRES
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC SANITARY SEWER LINE
- — EXISTING WATER LINE
a
PROPOSED WATER LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
PROPERTY LINE
z
O
EASEMENT LINE
R/W RIGHT OF WAY
Q_ CENTERLINE
uj
PALM TREE
J
W
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
j CONCRETE SIDEWALK/ASPHALT
J TO BE REMOVED
20 10 0 20'
1 11=20'-0" � ��
SANITARY SEWER
S CUMBERLAND AVE TO S KISSIMMEE AVE
STA 0+00 TO STA 4+20
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
r ' �
■
Page 189 of 268
I
1=
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1 N
0
N
00
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0 REV
I STA. 5+44.97, 19.31'R
CONSTRUCT NEW CONNECT TO EXISTING
FIRE HYDRANT ASSEMBLY GAS SERVICE
N CONTRACTOR TO REPLACE -1
MH
O I - 2" GAS MAIN STA. 5+44.98, 22.47'R SIDEWALK AND CURB STA EXIST MH
(MIN 3 FT COVER) 6" DI GV, RMJ j REMOVED DURING
U 7+42
W/BOX AND 8" PLUG j CONSTRUCTION
- CONNECT TO EXISTING
WATER MAIN, CONTRACTOR
SEE DRAWING CO-3A Y MAIN TO FIELD VERIFY
0 ! RECONNECT WATER SERVICE `� NEW 8" SDR26 GRAVITY _
( )
/ ''"SINGLE POLY LONG SERVICE
WITH 6"x1" SERVICE TAP AND
1 CONNECTION LOCATION
LLI [-� I, WATER
REMOVE EXISTING
` t jjff
v' r
V J
_
8" WATER MAIN - - - - M 7+150
LLJ 5+00 � _ �
z I V -- I
_I FLORAL STREET .
E I _
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- , 77
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+ STA. 4+68.95, 24.79 R - REMOVE EXISTING 2 I
d. 1.0° HORIZ. DEFLEC. NEW 6" C900 WATER MAIN SEE NOTES
0.5° VERT. DEFLEC. WATER MAIN — REMOVE AND REPLACE ( ) ��I
DRIVEWAY. (SEE NOTE 9) 9TA. 7+12.24, 21.17'R
RECONNECT WATER SERVICE WITH 6"x1" SERVICE STA. 6+94.22, 25.02'R EXIST. GV
TAP AND 1" DOUBLE POLY SHORT SERVICE — RECONNECT WATER SERVICE 6" 450 HORIZ. BEND, RMJ
I WITH 6"x1" SERVICE TAP AND
REMOVE AND REPLACE STA. 5+45.00, 23.98'R 1" SINGLE POLY SHORT SERVICE STA. 6+98.32, 21.01'R
DRIVEWAY. SEE NOTE 9 (TYP.) 6" X 6" DI TEE, RMJ 6" 450 HORIZ. BEND, RMJ w
I EXISTING UTILITY POLE.
STA. 4+28.31, 24.49'R STA. 5+57.49, 23.85'R z
0.5° VERT. DEFLEC. 1.0° HORIZ. DEFLEC. CONTRACTOR SHALL COORDINATE STA. 6+48.88, 24.51'R W
WITH UTILITIES FOR REMOVAL OF 1.00 HORIZ. DEFLEC. Q
EXISTING WATER MAIN RECONNECT WATER SERVICE
WITH 6"x1"SERVICE TAP AND O
LL
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113
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ENGINEER:
DESIGNED BY:
DRAWN BY:
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IF THIS BAR DOES NOT
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ISSUED FOR DATE BY IS NOT TO FULL SCALE
PLAN
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6" C900 WATER MAIN TOP EL. 117.38
D. BIEBER
D. BIEBER
C. LOMBANA
M. PECKHAM
-, DEREK W. BIEBER PE. No. 75500
OPEN CUT
(290 LF)
6+00
PROFILE
1 "=2'-0" VERTICAL
1 "=20'-0" HORIZONTAL
Ia a
6 FMs_A_7j;n1
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
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CITY OF OCOEE
UTILITIES DEPARTMENT
Pie>!lGt
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SEWER PROJECT
120 z
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KEY PLAN
NOTES: NTS
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS -BUILT INFORMATION AND
TOPOGRAPHIC SURVEY (03/15/2022)
5. CONTRACTOR TO PROTECT EXISTING WATER MAIN DURING
CONSTRUCTION OF NEW WATER MAIN AND PRIOR TO REMOVAL
OF THE EXISTING WATER MAIN. CONTRACTOR SHALL PROTECT
THE NEW WATER MAIN DURING REMOVAL OF EXISTING WATER
MAIN.
6. REMOVAL OF EXISTING WATER MAIN SHALL INCLUDE REMOVAL
OF EXISTING VALVE BOXES.
7. ALL FIRE HYDRANTS TO BE REMOVED FROM EXISTING WATER
MAIN AND PROPERLY DISPOSED AND NEW HYDRANTS INSTALLED
ON NEW WATER MAIN UNLESS OTHERWISE NOTED.
8. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AS PART OF THE RIGHT -OF WAY PERMITS) FOR THIS
PROJECT. THE TTC/MOT PLAN SHALL INCLUDE ALL APPLICABLE
FDOT INDICES, STATE THE DURATION OF WORK, AND MEET ALL
APPLICABLE FDOT REQUIREMENTS. THE CONTRACTOR SHALL
PROVIDE ALL PEDESTRIAN AND VEHICULAR MOT.
9. CONTRACTOR TO CONSTRUCT TEMPORARY PAVING/CONCRETE
REPAIR ONCE NEW MAINS ARE INSTALLED AND PRIOR TO
EXISTING MAINS BEING REMOVED, UNTIL FINISHED PAVING CAN
BE CONSTRUCTED.
10. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
11. REMOVE AND REPLACE BRICK PAVEMENT AND BASE FULL WIDTH
OF PAVEMENT LENGTH OF NEW GRAVITY MAIN AND MANHOLES.
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
12. AFTER RECEIVING WATER MAIN CLEARANCE FROM FDEP,
CUSTOMERS ARE TO BE GIVEN 24 HOURS NOTICE TO SWITCH
EXISTING CUSTOMER SERVICE LINES TO NEW WATER METERS.
LEGEND
CONCRETE
PAVERS
ELEVATION
OVERHEAD WIRES
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC SANITARY SEWER LINE
EXISTING WATER LINE
a PROPOSED WATER LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
Q_ CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
20 10 0 20'
1 "=20'-0"
WATER MAIN
TO BLUFORD AVE
STA 1 TO i
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
■
Page 190 of 268
2" GAS MAIN
(MIN 3 FT COVER) ,\
STA. 4+30.15, 1.42'R
[-8"c6" WYE PER
EXISTING SEPTIC INSTALL 6" SERVICE LATERAL
WITH CLEANOUT, TYP. UT105
!
STA 5+63 17 0 581
CONNECT 8"
8"x6" WYE PER REMOVE AND GRAVITY SEWER TO
r1CTAll 11-r-lAc aGinicTAI i nnAn Rnv EXISTING STUB OUT
EXISTING WATER MAIN
6
CONFLICT
CONTRACTOR TO REPLACE
CD-09
DETAIL 6 z
SIDEWALK AND CURB
W
REMOVED DURING
Q
CONSTRUCTION
EXISTING SEPTIC 0
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CHECKED BY:
00
IF THIS BAR DOES NOT
o
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DATE By IS NOT TO FULL SCALE
N TOP EL. 115.76
371 LF 8" SDR26 PVC @ 0 31°/
5+00
D. BIEBER
D. BIEBER
C. LOMBANA
M. PECKHAM
-, DEREK W. BIEBER PE. No. 75500
OPEN CUT
(302 LF)
6+00
PROFILE
1 "=2'-0" VERTICAL
1"=20'-0" HORIZONTAL
Ia AN
6 F4_A_v7j74p
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
TOP EL. 115.35
CONNECT 8"
GRAVITY SEWER TO
EXISTING STUB OUT
AT INV. 114.66
7+00
N
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we cnz z
CITY OF OCOEE
UTILITIES DEPARTMENT
Pie>G,
DOWNTOWN FLORAL STREET
SEWER PROJECT
120
115
111
W OAKLAND AVE
w z
Q
w cC
w w
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SHOWN
SILLS ALLEY ; AREA
FLORAL ST;
„ Q Q
J
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5
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Z
KEY PLAN
NTS
NOTES:
1.
LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
2.
STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3.
ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4.
DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS -BUILT INFORMATION AND
TOPOGRAPHIC SURVEY (03/15/2022)
5.
CONTRACTOR TO PROTECT THE NEW WATER MAIN DURING
CONSTRUCTION OF NEW GRAVITY MAIN.
6.
CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AS PART OF THE RIGHT -OF WAY PERMITS) FOR THIS
PROJECT. THE TTC/MOT PLAN SHALL INCLUDE ALL APPLICABLE
FDOT INDICES, STATE THE DURATION OF WORK, AND MEET ALL
APPLICABLE FDOT REQUIREMENTS. THE CONTRACTOR SHALL
PROVIDE ALL PEDESTRIAN AND VEHICULAR MOT.
7.
CONTRACTOR TO CONSTRUCT TEMPORARY PAVING/CONCRETE
REPAIR ONCE NEW MAINS ARE INSTALLED AND PRIOR TO
EXISTING MAINS BEING REMOVED, UNTIL FINISHED PAVING CAN
BE CONSTRUCTED.
8.
REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
9.
REMOVE AND REPLACE BRICK PAVEMENT AND BASE FULL WIDTH
OF PAVEMENT LENGTH OF NEW GRAVITY MAIN AND MANHOLES.
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10.
EXISTING SEPTIC TANK AND CLEANOUT LOCATIONS ARE
APPROXIMATE.
LEGEND
CONCRETE
'r
PAVERS
ELEVATION
OVERHEAD WIRES
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC SANITARY SEWER LINE
- — EXISTING WATER LINE
a
PROPOSED WATER LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
z
PROPERTY LINE
O
EASEMENT LINE
QR/W
RIGHT OF WAY
Q_ CENTERLINE
L�J
J
PALM TREE
W
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
20 10 0 20'
1 "=20'-0"
SANITARY SEWER
S CUMBERLAND AVE TO S BLUFORD AVE
STA 4+20 TO STA 7+50
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
C-03A
■
Page 191 of 268
DEMOLISH FIRE HYDRANT
VALVE AND VALVE BOX
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DEMOLISH EXISTING 8" WM Q -+ REMOVE AND REPLACE STORM
NEW 8" C900 WATER MAIN --------- "� M J SEWER (SEE CONFLICT DETAIL 9
O Q
FOR DWG CD-09) �
(SEE DRAWING C-02) STA. 2+77.00, 15.98'R
JI U- N o MH-4 -
O 1.0VERT. DEFLEC. STA 3+26 ' U
U CONTRACTOR SHALL SUPPORT OR RECONNECT WATER SERVICE WITH 8" X 1"
] z REMOVE AND REINSTALL EXISTING POWER SERVICE TAP AND 1" SINGLE POLY LONG SERVICE !! nn
{. -- V
D REPLACE
0 D
0 REMOVE AN i
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� CONCRETE SIDEWALK
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z VALVE AND VALVE BOX REMOVE AND REPLACE �. E
DRIVEWAY eM / w
NEW 8" SDR26 GRAVITY MAIN
i SEE DRAWING C-04A U)
LU
co
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S, CUMBERLAND AVE - S CUMBERLAND AVE MH-7 W
3+00 . m. _
1+00 4+00
8 LINE STOP
,� I
„ -
77
STA. 0+08.98, 12.01'R
8" DI GV, RMJ AND BOX - NEW 8" C900 Q
STA. 0+86.68, 16.49'R WATER MAIN
S ,
X 8 D TEE,EXISTING IRMJ R " t. -'MH-2 45' HORIZ. BEND, RMJ
8, „ -b REMOVE E +
-
ct
TA. 0+10.85, 17.33'R STA 2+49 STA 0+30 STA. 0+82.69, 20.50'R - REMOVE AND REPLACE 8" WATER MAIN
RECONNECT WATER SERVICE WITH 8" X 1"
45° HORIZ. BEND, RMJ 45° HORIZ. BEND, RMJ DRIVEWAY REMOVE AND REPLACE
_STA. 0+42.90, 20.51 R SERVICE TAP AND 1" SINGLE LONG POLY SERVICE ASPHALT PARKING
STA. 0+13.82, 20.33'R 2.0° VERT. DEFLEC.
STA. 0+68.42, 20.52'R STA 2+55
STA. 3+24.50, 15.81 R
CONFLICT 4 2 ARV ASSEMBLY RELOCATE AND RECONNECT WATER 2.0° VERT. DEFLEC. ( )
45° HORIZ. BEND, RMJ o ` - 2" GAS MAIN BY OTHERS
�I yam+ PER DETAIL UT106A SERVICE WITH 8" X 1" SERVICE TAP AND (MIN 3 FT COVER)
DETAIL 4 CD-09 STA. 2+89.49, 15.99'R
1" SINGLE POLY SERVICE
8" DI GV, RMJ
STA. 0+35.48, 20.47'R UTILITY OFFSET-WM TO BE LOCATED
22.5° VERT. BEND, RMJ BELOW SEWER. MIN 24" SEPARATION FULL STA. 2+86.80, 16.00'R
STICK DIP TO BY CENTERED BELOW WM CONTINUE 8" X 4" DI TEE, RMJ
li 22.5 VERT.
20.44'R W SEWER -
r -, 0 0 D ON STA. 2+83.78, 16.00'R
6'-0"
ERT. BEND, RMJ -
STA 4+20 MATCH LINE SEE DWG C-03 ' N IN. SHEET c-07A 8" DI GV, RMJ
STA. 0-24."14, 20.40'R CONFLICT DETAIL 7
II Jill n 11
8" DI GV, RMJ AND BOX CD-09
PLAN
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B.15
NEW--B" GRAVITY MAIN
STA: 0+30.39
TOP EL: 116.48
BOTTOM EL: 115.76
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
I
EXISTING GRADE
8" C900 WATER MAIN
NEW E
R0_
OPEN CUT
(440 LF)
PROFILE
1"=2'-0" VERTICAL
1 "=20'-0" HORIZONTAL
X
X
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(7 N I -
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
-TOP EL. 115.19
1
W
00
F-TOP EL. 116.33
1
CITY OF OCOEE
UTILITIES DEPARTMENT
DOWNTOWN FLORAL STREET
SEWER PROJECT
Z
_O
Q
W
W
115
112
4+00 4+40
SIMMEE AVE
,.- ___- KIS
D ,.
r
11<1
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r
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N CUMBERLANDr -
r �
0
n
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cn
S BLUFORD AVE i <
- SHOWN m
AREA
KEY PLAN
NOTES: NTS
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS -BUILT INFORMATION AND
TOPOGRAPHIC SURVEY (03/15/2022)
5. CONTRACTOR TO PROTECT EXISTING WATER MAIN DURING
CONSTRUCTION OF NEW WATER MAIN AND PRIOR TO REMOVAL
OF THE EXISTING WATER MAIN. CONTRACTOR SHALL PROTECT
THE NEW WATER MAIN DURING REMOVAL OF EXISTING WATER
MAIN.
6. REMOVAL OF EXISTING WATER MAIN SHALL INCLUDE REMOVAL
OF EXISTING VALVE BOXES.
7. ALL FIRE HYDRANTS TO BE REMOVED FROM EXISTING WATER
MAIN AND PROPERLY DISPOSED AND NEW HYDRANTS INSTALLED
ON NEW WATER MAIN UNLESS OTHERWISE NOTED.
8. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AS PART OF THE RIGHT -OF WAY PERMITS) FOR THIS
PROJECT. THE TTC/MOT PLAN SHALL INCLUDE ALL APPLICABLE
FDOT INDICES, STATE THE DURATION OF WORK, AND MEET ALL
APPLICABLE FDOT REQUIREMENTS. THE CONTRACTOR SHALL
PROVIDE ALL PEDESTRIAN AND VEHICULAR MOT.
9. CONTRACTOR TO CONSTRUCT TEMPORARY PAVING/CONCRETE
REPAIR ONCE NEW MAINS ARE INSTALLED AND PRIOR TO
EXISTING MAINS BEING REMOVED, UNTIL FINISHED PAVING CAN
BE CONSTRUCTED.
10. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
11. REMOVE AND REPLACE BRICK PAVEMENT AND BASE FULL WIDTH
OF PAVEMENT LENGTH OF NEW GRAVITY MAIN AND MANHOLES.
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
12. AFTER RECEIVING WATER MAIN CLEARANCE FROM FDEP,
CUSTOMERS ARE TO BE GIVEN 24 HOURS NOTICE TO SWITCH
EXISTING CUSTOMER SERVICE LINES TO NEW WATER METERS.
LEGEND
CONCRETE
PAVERS
ELEVATION
OVERHEAD WIRES
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC SANITARY SEWER LINE
EXISTING WATER LINE
a y PROPOSED WATER LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
'_ CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
20 10 0 20'
1 11=20'-0" �I
WATER MAIN
FROM FLORAL STREET TO STREET
STA 0+11 TO i
•y_II114
HAZEN NO.:
AUGUST 2023
CONTRACT NO.:
DRAWING
NUMBER:
41154-001
1
' I�
■
Page 192 of 268
z
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1+00
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PROJECT
y
ENGINEER:
D. BIEBER
m
DESIGNED BY:
D. BIEBER
� M
! N
DRAWN BY:
C. LOMBANA
M
N
CHECKED BY:
M. PECKHAM
00
IF THIS BAR DOES NOT
0 1/2" 1"
o
MEASURE 1" THEN DRAWING
-�
o REV ISSUED FOR
DATE By IS NOT TO FULL SCALE
0
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131 LF 8" SDR26 PVC @ -0.31%
240 LF 8" SDR26 PVC @ -0.30%
1
2+00
m
PROFILE
1"=2'-0" VERTICAL
1 "=20'4' HORIZONTAL
Ia AN
6 F4_A_v7j74p
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
1
3+00
1
4+00
CITY OF OCOEE
UTILITIES DEPARTMENT
DOWNTOWN FLORAL STREET
SEWER PROJECT
120
115
112
m — e.
KISSIMMEE AVE
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KEY PLAN
NTS
NOTES:
1.
LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
2.
STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3.
ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4.
DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS -BUILT INFORMATION AND
TOPOGRAPHIC SURVEY (03/15/2022)
5.
CONTRACTOR TO PROTECT THE NEW WATER MAIN DURING
CONSTRUCTION OF NEW GRAVITY MAIN.
6.
CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AS PART OF THE RIGHT -OF WAY PERMITS) FOR THIS
PROJECT. THE TTC/MOT PLAN SHALL INCLUDE ALL APPLICABLE
FDOT INDICES, STATE THE DURATION OF WORK, AND MEET ALL
APPLICABLE FDOT REQUIREMENTS. THE CONTRACTOR SHALL
PROVIDE ALL PEDESTRIAN AND VEHICULAR MOT.
7.
CONTRACTOR TO CONSTRUCT TEMPORARY PAVING/CONCRETE
REPAIR ONCE NEW MAINS ARE INSTALLED AND PRIOR TO
EXISTING MAINS BEING REMOVED, UNTIL FINISHED PAVING CAN
BE CONSTRUCTED.
8.
REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
9.
REMOVE AND REPLACE BRICK PAVEMENT AND BASE FULL WIDTH
OF PAVEMENT LENGTH OF NEW GRAVITY MAIN AND MANHOLES.
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10.
ROAD BASE SHALL BE 18" THICKNESS LENGTH OF CONCRETE
SLAB LIMITS.
11.
EXISTING SEPTIC TANK AND CLEANOUT LOCATIONS ARE
APPROXIMATE.
LEGEND
CONCRETE
PAVERS
ELEVATION
OVERHEAD WIRES
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC SANITARY SEWER LINE
— — EXISTING WATER LINE
d
PROPOSED WATER LINE
EXISTING ELECTRIC LINE
z
EXISTING TELEPHONE LINE
O
EXISTING GAS LINE
1l__
PROPERTY LINE
EASEMENT LINE
Lij
R/W _ RIGHT OF WAY
J
Q_ CENTERLINE
IJJ
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
20 10 0 20'
1 11=20'-0" 1
SANITARY SEWER
FROM FLORAL STREET TO W MCKEY STREET
STA 0+00 TO STA 4+50
•7_y14
HAZEN NO.:
AUGUST 2023
CONTRACT NO.:
DRAWING
NUMBER:
41154-001
1
■
Page 193 of 268
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ENGINEER: D. BIEBER
DESIGNED BY: D. BIEBER
DRAWN BY: C. LOMBANA
CHECKED BY: M. PECKHAM
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING -, DEREK W. BIEBER PE. No. 75500
IS NOT TO FULL SCALE
7+00
PROFILE
1 "=2'-0" VERTICAL
1 "=20'-0" HORIZONTAL
Ia AN
6 F4_A_v7j74p
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
—EXISTING GRADE
TOP EL. 114.33
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— CONNECT TO EXISTING
8" WATER MAIN WITH
ONE STICK OF C900 AND
NEW 8" DI GATE VALVE
CITY OF OCOEE
UTILITIES DEPARTMENT
ilc,iWo
DOWNTOWN FLORAL STREET
SEWER PROJECT
1 "=20'-0"
z
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KEY PLAN
NTS
NOTES:
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS -BUILT INFORMATION AND
TOPOGRAPHIC SURVEY (03/15/2022)
5. CONTRACTOR TO PROTECT EXISTING WATER MAIN DURING
CONSTRUCTION OF NEW WATER MAIN AND PRIOR TO REMOVAL
OF THE EXISTING WATER MAIN. CONTRACTOR SHALL PROTECT
THE NEW WATER MAIN DURING REMOVAL OF EXISTING WATER
MAIN.
6. REMOVAL OF EXISTING WATER MAIN SHALL INCLUDE REMOVAL
OF EXISTING VALVE BOXES.
7. ALL FIRE HYDRANTS TO BE REMOVED FROM EXISTING WATER
MAIN AND PROPERLY DISPOSED AND NEW HYDRANTS INSTALLED
ON NEW WATER MAIN UNLESS OTHERWISE NOTED.
8. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AS PART OF THE RIGHT -OF WAY PERMITS) FOR THIS
PROJECT. THE TTC/MOT PLAN SHALL INCLUDE ALL APPLICABLE
FDOT INDICES, STATE THE DURATION OF WORK, AND MEET ALL
APPLICABLE FDOT REQUIREMENTS. THE CONTRACTOR SHALL
PROVIDE ALL PEDESTRIAN AND VEHICULAR MOT.
9. CONTRACTOR TO CONSTRUCT TEMPORARY PAVING/CONCRETE
REPAIR ONCE NEW MAINS ARE INSTALLED AND PRIOR TO
EXISTING MAINS BEING REMOVED, UNTIL FINISHED PAVING CAN
BE CONSTRUCTED.
10. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
11. REMOVE AND REPLACE BRICK PAVEMENT AND BASE FULL WIDTH
OF PAVEMENT LENGTH OF NEW GRAVITY MAIN AND MANHOLES.
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
12. AFTER RECEIVING WATER MAIN CLEARANCE FROM FDEP,
CUSTOMERS ARE TO BE GIVEN 24 HOURS NOTICE TO SWITCH
EXISTING CUSTOMER SERVICE LINES TO NEW WATER METERS.
13. CONTRACTOR TO CONTACT OCOEE UTILITY DEPARTMENT AT
(407) 905-3159 PRIOR TO MAKING ANY CONNECTIONS TO
EXISTING MAINS.
14. ELEVATION OF EXISTING 8" GRAVITY MAIN IS APPROXIMATE.
CONTRACTOR TO FIELD VERIFY THE ELEVATION OF THE EXISTING
8" GRAVITY MAIN LOCATED IN STA 6+90.08.
LEGEND
' CONCRETE
PAVERS
ELEVATION
OVERHEAD WIRES
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC SANITARY SEWER LINE
EXISTING WATER LINE
a PROPOSED WATER LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
Q_ CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
20'
TO BE REMOVED
WATER MAIN
TO W OAKLAND AVE
STA 41 TO STA • ii
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
■
Page 194 of 268
I
120
115
co
N
00
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0 REV
d
I
NEW 8" C900 WATER MAIN
(SEE DRAWING C-04) W
NEW 8" SDR26 GRAVITY MAIN
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} ti
~� EXISTING SEPTIC Z � O
o W U
co
EXISTING SEPTIC INSTALL 6" SERVICE LATERAL o U
INSTALL 6" SERVICE LATERAL INSTALL 6" SERVICE LATERAL WITH CLEANOUT, TYP. UT105
WITH CLEANOUT, TYP. UT105 WITH CLEANOUT, TYP. UT105 ;� STA. 2+33.21, 0.40'R
8"x6" WYE PER w
MH-5 UTILITY OFFSET-WM TO BE
STA. 1+08.08, 0.12'R STA. 1+52.45, 0.27 R DETAIL UT105. LOCATED BELOW SEWER. w W
STA 0+20 _ a, MIN 24 SEPARATION FULL U) o L.L.I
8 x6 WYE PER 8 x6 WYE PER ,
DETAIL UT105: - DETAIL UT105. cn
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SILLS ALLEY r U
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WITH XEANOUT, TYP. UT105 ; \ NEW 8" SDR26
GRAVITY MAIN MH-4 +
STA. 0+60.74, 0.01'R i STA. 0+67.67, 0.011 STA 3+64 _ d'
8"x6" WYE PER 8"x6" WYE PER ,.
DETAIL UT105. DETAIL UT105.
8 INSTALL 6" SERVICE LATERAL CONFLICT �
WITH CLEANOUT, TYP. UT105 CD-09 DETAIL 8
RECONNECT WATER SERVICE
WITH 8" X 1" SERVICE TAP AND
I
1" SINGLE POLY LONG SERVICE
2" GAS MAIN (MIN 3 FT
PLAN COVER) GAS MAIN TO
DEFLECT BELOW GRAVITY
1" = 20' SEWER AND WATER MAIN
bo bobow00
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PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
DATE BY IS NOT TO FULL SCALE
-EXISTING GRADE
me
D. BIEBER
D. BIEBER
C. LOMBANA
M. PECKHAM
-, DEREK W. BIEBER PE. No. 75500
OPEN CUT
(56' LF)
CONCRETE CAP
(SEE NOTE 10) � I BOTTOM E 116 70
343 LF 8" SDR26 PVC @ -0.32%
OPEN CUT
(354 LF)
2+00
PROFILE
1 "=2'-O" VERTICAL
1 "=20'-O" HORIZONTAL
Ha7-.,en
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
120
BOTTOM EL. 116.72
I
�t t
N BOTTOM EL. 116.75
t, N 8" C-900 WM
t STA:3+83.22 115
TOP EL: 115.21
BOTTOM EL: 114.50
B
?t
4+00 4+20
CITY OF OCOEE
UTILITIES DEPARTMENT
DOWNTOWN FLORAL STREET
SEWER PROJECT
z
_O
Q
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W OAKLAND AVE
uj
W
o ,
W
1
W
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w
mu
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SILLS ALLEY;
FLORAL
ST
w
Q
LLJI
o
Lu
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m
LL
J
�m
�
KEY
PLAN
NTS
NOTES:
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS -BUILT INFORMATION AND
TOPOGRAPHIC SURVEY (03/15/2022)
5. CONTRACTOR TO PROTECT THE NEW WATER MAIN DURING
CONSTRUCTION OF NEW GRAVITY MAIN.
6. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AS PART OF THE RIGHT -OF WAY PERMITS) FOR THIS
PROJECT. THE TTC/MOT PLAN SHALL INCLUDE ALL APPLICABLE
FDOT INDICES, STATE THE DURATION OF WORK, AND MEET ALL
APPLICABLE FDOT REQUIREMENTS. THE CONTRACTOR SHALL
PROVIDE ALL PEDESTRIAN AND VEHICULAR MOT.
7. CONTRACTOR TO CONSTRUCT TEMPORARY PAVING/CONCRETE
REPAIR ONCE NEW MAINS ARE INSTALLED AND PRIOR TO
EXISTING MAINS BEING REMOVED, UNTIL FINISHED PAVING CAN
BE CONSTRUCTED.
8. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
9. REMOVE AND REPLACE BRICK PAVEMENT AND BASE FULL WIDTH
OF PAVEMENT LENGTH OF NEW GRAVITY MAIN AND MANHOLES.
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10. ROAD BASE SHALL BE 18" THICKNESS LENGTH OF CONCRETE
SLAB LIMITS.
11. EXISTING SEPTIC TANK AND CLEANOUT LOCATIONS ARE
APPROXIMATE.
LEGEND
CONCRETE
PAVERS
ELEVATION
OVERHEAD WIRES
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC SANITARY SEWER LINE
- — EXISTING WATER LINE
PROPOSED WATER LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
Q- CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
20 10 0 20'
1 "=20'-O"
SANITARY SEWER
FROM INTERSECTION OF SILLS ALLEY AND
S CUMBERLAND AVE
STA 0+00 TO STA 4+20
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
■
Page 195 of 268
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115 f� � 115
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4+50
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
ISSUED FOR DATE BY IS NOT TO FULL SCALE
TOP EL. 115.02L-
D. BIEBER
D. BIEBER
C. LOMBANA
M. PECKHAM
-, DEREK W. BIEBER PE. No. 75500
OPEN CUT
(205' LI=)
1
5+00
PROFILE
1 "=2'-0" VERTICAL
1"=20'-0" HORIZONTAL
Ia AAMN
6 F4_A_v7j74p
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
113
CITY OF OCOEE
UTILITIES DEPARTMENT
DOWNTOWN FLORAL STREET
SEWER PROJECT
W OAKLAND AVE
w ❑
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SILLS ALLEY e
I
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KEY PLAN
NOTES: NTS
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS -BUILT INFORMATION AND
TOPOGRAPHIC SURVEY (03/15/2022)
5. CONTRACTOR TO PROTECT EXISTING WATER MAIN DURING
CONSTRUCTION OF NEW WATER MAIN AND PRIOR TO REMOVAL
OF THE EXISTING WATER MAIN. CONTRACTOR SHALL PROTECT
THE NEW WATER MAIN DURING REMOVAL OF EXISTING WATER
MAIN.
6. REMOVAL OF EXISTING WATER MAIN SHALL INCLUDE REMOVAL
OF EXISTING VALVE BOXES.
7. ALL FIRE HYDRANTS TO BE REMOVED FROM EXISTING WATER
MAIN AND PROPERLY DISPOSED AND NEW HYDRANTS INSTALLED
ON NEW WATER MAIN UNLESS OTHERWISE NOTED.
8. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AS PART OF THE RIGHT -OF WAY PERMIT(S) FOR THIS
PROJECT. THE TTC/MOT PLAN SHALL INCLUDE ALL APPLICABLE
FDOT INDICES, STATE THE DURATION OF WORK, AND MEET ALL
APPLICABLE FDOT REQUIREMENTS. THE CONTRACTOR SHALL
PROVIDE ALL PEDESTRIAN AND VEHICULAR MOT.
9. CONTRACTOR TO CONSTRUCT TEMPORARY PAVING/CONCRETE
REPAIR ONCE NEW MAINS ARE INSTALLED AND PRIOR TO
EXISTING MAINS BEING REMOVED, UNTIL FINISHED PAVING CAN
BE CONSTRUCTED.
10. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
11. REMOVE AND REPLACE BRICK PAVEMENT AND BASE FULL WIDTH
OF PAVEMENT LENGTH OF NEW GRAVITY MAIN AND MANHOLES.
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
12. AFTER RECEIVING WATER MAIN CLEARANCE FROM FDEP,
CUSTOMERS ARE TO BE GIVEN 24 HOURS NOTICE TO SWITCH
EXISTING CUSTOMER SERVICE LINES TO NEW WATER METERS.
LEGEND
' CONCRETE
PAVERS
ELEVATION
OVERHEAD WIRES
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC SANITARY SEWER LINE
EXISTING WATER LINE
r PROPOSED WATER LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
WATER MAIN
FROM INTERSECTION OF SILLS
ALLEY AND S CUMBERLAND AV
STA 4+20 TO STA 6+00
AND MANHOLE INFORMATION
20 10 0 20'
1 "=20'-0"
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
■
Page 196 of 268
EXISTING
SEPTIC EXISTI NG
EXISTING INSTALL 6" SERVICE LATERAL SEPTIC
SEPTIC
WITH CLEANOUT, TYP. UT105
IINSTALL 6" SERVICE LATERAL STA. 5+50.0913.23'R y
WITH CLEANOUT, TYP. UT105 8"x6" WYE PER 1
DETAIL UT105.
INSTALL 6" SERVICE LATERAL _INSTALL 6" SERVICE LATERAL
O I WITH CLEANOUT, TYP. UT105 WITH CLEANOUT, TYP. UT105
EXISTING INSTALL 6" SERVICE LATERAL
j
V SEPTIC WITH CLEANOUT, TYP. UT105
INSTALL 6" SERVICE LATERAL
j WITH CLEANOUT, TYP. UT105
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8' x6" WYE PER
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W POLY WATER MAIN SEESTA. 5+84.44, 2.89'R
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8 x6 WYE PER
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WITH CLEANOUT TYP. UT105
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z 120
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Q
W — a 4_ — ---- --"---
J — ---
W — -
- 225 1
115
113
4+20
co
N
00
�Q
0 REV
o_
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
OPEN CUT
(160' LF)
1
5+00
PROFILE
1"=2'-0" VERTICAL
1 "=20'-0" HORIZONTAL
. 11
120 z
_O
Q
W
J
W
115
113
Ia a
6 FMs_A_Tj;rn
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
CITY OF OCOEE
UTILITIES DEPARTMENT
Pit7!lGt
DOWNTOWN FLORAL STREET
SEWER PROJECT
W OAKLAND AVE
Lu
z�
Q.
1
W
L
w
2
ml
U Y, W MCKEY ST
Y
z,
SHOWN
a„
AREA
SILLS
ALLEY
_ II _
FLORAL ST
w
a .
0
z
LLI
LLJ
o
m
�
m
z
KEY PLAN
NTS
NOTES:
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS -BUILT INFORMATION AND
TOPOGRAPHIC SURVEY (03/15/2022)
5. CONTRACTOR TO PROTECT THE NEW WATER MAIN DURING
CONSTRUCTION OF NEW GRAVITY MAIN.
6. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AS PART OF THE RIGHT -OF WAY PERMITS) FOR THIS
PROJECT. THE TTC/MOT PLAN SHALL INCLUDE ALL APPLICABLE
FDOT INDICES, STATE THE DURATION OF WORK, AND MEET ALL
APPLICABLE FDOT REQUIREMENTS. THE CONTRACTOR SHALL
PROVIDE ALL PEDESTRIAN AND VEHICULAR MOT.
7. CONTRACTOR TO CONSTRUCT TEMPORARY PAVING/CONCRETE
REPAIR ONCE NEW MAINS ARE INSTALLED AND PRIOR TO
EXISTING MAINS BEING REMOVED, UNTIL FINISHED PAVING CAN
BE CONSTRUCTED.
8. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
9. REMOVE AND REPLACE BRICK PAVEMENT AND BASE FULL WIDTH
OF PAVEMENT LENGTH OF NEW GRAVITY MAIN AND MANHOLES.
REMOVAL LIMITS NOT SHOWN FOR CLARITY.
10. ROAD BASE SHALL BE 18" THICKNESS LENGTH OF CONCRETE
SLAB LIMITS.
11. EXISTING SEPTIC TANK AND CLEANOUT LOCATIONS ARE
APPROXIMATE.
LEGEND
CONCRETE
PAVERS
ELEVATION
OVERHEAD WIRES
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC SANITARY SEWER LINE
— EXISTING WATER LINE
L PROPOSED WATER LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
Q_ CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
SANITARY SEWER
FROM INTERSECTION OF SILLS
ALLEY AND S CUMBERLAND AV
STA 3+50 TO STA 6+00
20 10 0 20'
1 "=20'-0"
11110,11111114
HAZEN NO.:
AUGUST 2023
CONTRACT NO.:
DRAWING
NUMBER:
41154-001
1
1
■
Page 197 of 268
SHEETED TRENCH UNSHEETED TRENCH
-010" MIN.ft "D" C 6'. SEE NOTE 1 (TYR)
Earthen Formed
Encasement =PVC/HDPE Restraint Table
6" 6" I Minimum Length (FT) to be Restrained
on each side of Fitting(s)
pe ze
ll. (0
tiPi
Fittings Si
4" 6" 8" 1 10" 12" 16 20"
90' Bend 18 24 32 38 44 55 74
#4 Bars (Typ.)J
Full Encasement View Full Encasement I 45' Bend 10 10 13 16 18 23 31
See Note 1. 22 1/2' Bend 10 10 10 10 10 11 15
"D" (Typ.)
Cross Section Carrier Pipe Main— 11 1/4' Bend 10 10 10 10 10 10 10
101-01, 101-0.1 Plug or 30 47 64 81 98 133 167
Branch of Tee
4
4.
—4.
4" Min. NOTES:
Bedding
\ I r : , . , \� �:1 \" \ \ (Crushed Rock) • 1. The restraint values as indicated by the "Restraint Table" are minimum
3" Minimum values. Design engineer shall be responsible for confirming field conditions,
---,—Sand Cushion and make adjustments accordingly.
Concrete Arch View 2. All fittings shall have restrained joints unless otherwise indicated.
3. No restraints required if continuous pipe length to fitting is greater than
Sheeted Trench Unsheeted Trench � .Sanitary Sewer or value provided in "Restraint Table" above.
Water Main 4. Where two or more fittings are laid in -line, use greatest restraint length for
10"D 6" DA coverage.
-1
Sheeting (Forms) Min. Min. D/2 5. For in -line valves and through run of tees: outside limits of restrained joints
Optional Transverse Section from other fittings need not be restrained unless otherwise indicated.
6" Min. 6. Lengths shown in the table have been calculated in accordance with the
procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as
published by DIPRA, with the following assumptions:
NOTES:
Working Pressure: 150 PSI
rt Soil Designation: SM (Silty Sand, Sand -Silt Mix.)
1. Use encasement where vertical clearance between water main and sewer Laying Conditions: 5
Undisturbed is less than 12". Ductile iron pipe may be used in lieu of concrete
Earth (typ) encasement at sewer line crossing with a length of pipe centered at the 7. For pipe sizes not included in the Restraint Table or pipe material not
point of crossings, so as to locate joints at a maximum distance from the adhering to given conditions, design engineer shall determine and specify
sewer line pipe lengths which shall be approved by the City.
2. Encasement placement to be used where minimum separation as indicated
NOTES: Cradle or Half Encasement View in Detail UT013 cannot be met and must be reviewed and approved by
City prior to placement
1. (*): 15" maximum for pipe diameters less than 24", and 24" for pipe diameters greater
than or equal to 24".
2. "D" refers to the inside diameter of the pipe.
3. Use of concrete arch half encasement or full encasement to be determined in the field,
and/or as directed by the City.
4. Concrete for encasement shall be fc'of 3,000 PSI at 28 days.
Utility Crossinq Concrete Encasement Detail
April 20) 9 N.T.S. Ocoee UT003 PVC/HDPE Restraint Table
V to April 2019 N.T.S. Ocoee UT004
DETAIL
NO.
UT002
DATE: April 2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Concrete Arch and Encasement
SCALE: N/A
PROJECT
5:
ENGINEER:
D. BIEBER
co
DESIGNED BY:
D. BIEBER
Ir
DRAWN BY:
C. LOMBANA
CHECKED BY:
M.PECKHAM
00
6i
IF THIS BAR DOES NOT
0 1/2"
o
MEASURE 1" THEN DRAWING
0 REV ISSUED FOR
DATE BY IS NOT TO FULL SCALE
DETAIL
NO.
UT003
DATE: April 2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Utility Crossing
Concrete Encasement
ISCALE: N/A
Ia As
6 1 74-A - VJ74 r
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
CITY OF OCOEE
UTILITIES DEPARTMENT
DOWNTOWN FLORAL STREET
SEWER PROJECT
DETAIL
NO.
UT004
DATE: April 2019
CITY OF OCOEE
CONSTRUCTION DETAILS
PVC/HDPE
Pipe Restraint Table
ISCALE: N/A
CITY STANDARD DETAILS - SHEET 1
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.:
1
0
Page 198 of 268
Pipe/Main color based on
Finished Grade use.
Earl Warning Tape Existing Grade Main (type) Main (type)
Y g P (, (YP) (YP )
\—See Note 2 for lettering size
and orientation.
Tracing Wire 1" Maximum
� PIPE BETTERING NOTES:
1. Lettering shall be per the American Water Works Association.
2. Lettering shall be a minimum of 3/4" in height and shall be be facing up when the pipe
is installed.
3. Lettering must be permanently imbedded into the pipe/main, not painted or stenciled.
4. Lettering shall be of contrasting color to pipe/main color.
Pipe
Cross Section
Pipe Markinq (Letterinq)
N.T.S.
#10 THHN Tracing Wire
1" max. from Top of Pipe.
IMain (type) Main (type) Main (type)
Diameter = 2.5" to 4"
3" Tape centered along the top half of pipe.
(adAl) uieW (aclAj) uieN (adl;) uleW
Main (type) Main (type) Main (type)
Transverse Section Diameter = 6" to 16"
Two (2) 6" Tapes along both sides of top half of pipe.
NOTES:
I (adl;) uleW (ads(;) uieN (ads(;) ulew I
1. All pipe shall include the installation of #10 THHN copper tracing wire
Main (type) Main (type) Main (type) I
capable of detection by cable locating equipment.
2. Tracing wire shall be buried directly above the transverse centerline of the
Main (type) Main (type) Main (type)
pipe.
l
3. End(s) of the locating wire shall be such that wire can be accessed by
Diameter = 20" and larger
locating equipment assessing the wire in a valve vault or blow -off box.
Three (3) 6" Tapes along top and both sides of top half of pipe.
Wire is required to extend 12" minimum above finished grade.
4. Unless approved by the City, early warning tape indicating the type of pipe
Warninq Tape
shall be required.
N.T.S.
5. All directional drill pipe shall have locating wire attached to the top of pipe
WARNING TAPE NOTES:
and shall remain on the top of the pipe during installation.
6. All service lines shall have locating wire placed on the pipe as described in
1. Tape color shall be in accordance with (same) as main/pipe color.
City of Ocoee detail UT206 "Utility Service Connection"
2. Tape lettering shall be at least 1" in height with no greater than 12" in
7. All wire splices shall be completed with twist -on type wire nuts with gel or
spacing.
grease filled moisture seal.
3. Warning tape shall extend total length of pipe.
8. All tracing wire installation shall be tested and verified for continuity by the
contractor prior to final acceptance
Pipe Locating Wire Detail*0 Pipe Identification and Warninq Tape Detail 00
April 2019 N.T.S. Ocoee UT010 April 2019 N.T.S. Ocoee UT011
DETAIL
NO.
UT010
DATE: April 2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Pipe Locating Wire
SCALE: N/A
a
PROJECT
5:
ENGINEER:
D. BIEBER
m
DESIGNED BY:
D. BIEBER
I�
I00
DRAWN BY:
C. LOMBANA
I M
1 N
CHECKED BY:
M. PECKHAM
I00
IF THIS BAR DOES NOT
0 1/2" 1"
o
MEASURE 1" THEN DRAWING
-�
o REV ISSUED FOR
DATE BY IS NOT TO FULL SCALE
DETAIL
NO.
UT011
DATE: April 2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Pipe Identification
Warning Tape
ISCALE: N/A
Ia As
6 1 74—A - VJ74 r
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
CITY OF OCOEE
UTILITIES DEPARTMENT
ticriCi<a
DOWNTOWN FLORAL STREET
SEWER PROJECT
Drill hole in Valve
Box (below collar
and above valve
box threads)
Provide one continuous loop of
tracing wire with 24" of excess
and coil excess tracing wire in
valve box
#10 THHN Solid Wire-\
NOTES:
1. All pipe shall be installed with # 10 THHN solid copper tracing wire.
Tracing wire must be installed directly above the pipe in a continuous
circuit.
2. Tracing wire shall cover all main, pipe, branches (including fire hydrants)
and service connections.
3. Tracing wire shall extend a minimum of 12" above grade at required
intervals and/or valve lids.
4. Tracing wire shall be coiled and placed in a valve box and shall be easily
accessible.
5. At dead ends of mains, pipe, and/or service, the tracing wire shall be
placed in a properly identified cast iron valve box (Valve Box and Cover
Detail UT009).
Tracing Wire Location Detail
April 2019 N.T.S. Ocoee UT012
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT012 Tracing Wire Location
DATE: April 2019 I SCALE: N/A
CITY STANDARD DETAILS - SHEET 2
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.:
1
rLl
■
Page 199 of 268
= Precast Manhole
Wall (Typ) �— 25 3/4"
S. S. Band
Grout with Hydraulic Resilient Connector
Cement Around Pipe
and Bituminous Coat all
Exposed Surfaces PVC or = Cover Section
D.I.P USF 45-1 Cover
S. S. Pipe - Cover
Clamp
32 1/2"
Pipe Connection for Pipes 24' 35 1/2"
Less Than 24" Section
000F 24'
27"
Flush Rinq Section
USF 1295 Ring Rinq Section
USF 227 Ring
Manhole
PVC Tee
See Connection Influent to
Section Above for Manhole
Tie -In Details (Typ)
Drop Connection Pipe
Invert Bench (See Note 2)
Concrete Pipe Encasement
Influent to Spring Line of Pipe to Top of
Manhole Bottom Slab and 6" Around Pipe
PVC 90 Fitting
Drop Invert
Standard Drop Section
NOTES:
1. For manhole covers, see UT103 Standard Manhole Ring and Cover Detail and UT104
Large & Receiving Manhole Ring and Double Cover Detail.
2. Drop pipe and fittings shall be of equal size and material to the influent sewer line.
3. The drop connection provided above is limited to pipe size less than 24". Alternative
design must be approved by City for pipe sizes equal or greater than 24" in diameter.
4. An outside drop connection is required for all influent lines 18" or more above the manhole
inverts.
5. Bottom elevation of drop shall be 0.1' above effluent invert.
DATE: July 2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Sanitary Sewer Connection
SCALE: N/A
a
PROJECT
5:
ENGINEER:
D. BIEBER
m
DESIGNED BY:
D. BIEBER
l�
l00
DRAWN BY:
C. LOMBANA
l M
1 N
CHECKED BY:
M. PECKHAM
I00
IF THIS BAR DOES NOT
0 1/2" 1"
o
MEASURE 1" THEN DRAWING
-�
o REV ISSUED FOR
DATE BY IS NOT TO FULL SCALE
VARIES
Manhole lining
(where required)
Flush Castinq Mount
Red Brick or
�r Precast ConJ'a4.
Risers
Manhole lining
(where required)
Standard Castinq Mount
Varies Varies
Lot Line
Sewer Main
Wye With Branch
_
Size Varies
450 Bend
s
Clean -out Property Line
(See Note 1) -
� Double Wye
I
Plan View
1 Finished Grade I
o0
Z Slope To Terminal Depth
At 1.0% Minimum (Typ.)
F7
f: f:
Rotate 300 (Typ.) Spring Line
(See Note 3)
Sewer Main
Private Single Lateral Double Lateral _ Private _
To Home I Right of Way To Home
Section View
NOTES:
1.
Use Ring & Covers Detail as depicted on this sheet for standard manhole
NOTES:
applications. Refer to UT104 Large & Receiving Ring and Double Cover Detail for
1.
Clean -out (shown hatched) shall be installed by the builder in
large (6' or greater) and receiving manholes.
accordance with standard plumbing code.
2.
For structures with top elevation at surface, use "Flush Structure Casting", USF
2.
Locate clean -outs as close to the property line as possible.
1295 Ring.
3.
Invert of service lateral shall not enter sewer main below spring line.
3.
Brick shall be solid red (clay) brick meeting AASHTO M114 -Grade MW.
4.
The minimum terminal depth as required for house service is 3'.
4.
Red Brick or Precast Concrete Risers should not exceed four levels.
5.
Service Laterals shall be a minimum of 6" for non-residential scenarios.
5.
Manhole lid shall be Lettered with "City of Ocoee" (top), Sewer (center) and Florida
In residential areas, service laterals shall be a minimum of 4" to the
(bottom).
right-of-way and then 6" to the sewer main.
6.
Manhole lids shall have two (2) non-pentrating pick holes.
7.
Where manhole lining (coating) is required, coating shall extend to ring sealing
and coating ring's mortar bed.
Standard Manhole Rinq and Cover Detail
40
Service Lateral Detail
April 2019 N.T.S. Ocoee UT103
April 2019 N.T.S. Ocoee UT105
DETAIL
NO.
UT103
DATE: April 2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Standard Manhole
Ring and Cover
SCALE: N/A
Ia As
6 1 74-A - VJ74 r
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
CITY OF OCOEE
UTILITIES DEPARTMENT
tie>tlGt
DOWNTOWN FLORAL STREET
SEWER PROJECT
DETAIL
NO.
UT105
DATE: April 2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Service Lateral
ISCALE: N/A
CITY STANDARD DETAILS - SHEET 3
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
■
Page 200 of 268
Tapped End Cap
2" Brass Coupling
NOTES:
Valve Box and Cover
(See UT009)
- Crushed stone 6" thick
extending 2" beyond box
� .. , v yo 'yj
Pipe
Cross Section
1. All pipes and fittings shall be schedule 40 brass or equivalent with
threaded (NPT) joints except where denoted otherwise.
2. All pipe and fittings shall be in accordance with City Standards for
the applicable service provided.
3. Pipe restraints shall be in accordance with City Standard Details
UT004 for PVC/HDPE Pipe or UT005 for Ductile Iron Pipe.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT203 Blow Off Assembly
DATE: April 2019 1 SCALE: NIA
11
a
PROJECT
5:
ENGINEER:
m
DESIGNED BY:
l�
l00
l M
!
DRAWN BY:
_
M
1 N
CHECKED BY:
l00
IF THIS BAR DOES NOT
o
MEASURE 1" THEN DRAWING
o REV ISSUED FOR
DATE BY IS NOT TO FULL SCALE
Property Lined
-- Right -of -Way
Single
(typ-r
ItDouble Service
E Single Service
Single Service—.,
(typ-)
Pipe/N-ainJ
Meter Location Plan View V—
/ Curb
/ Main
Grassed Parkway
/r/ 7 Sidewalk
�_,,_KRight-of-Way Line
Private Services
Tvpical Meter Lavout
NOTES:
1. Pipes/mains in this detail are for representation purposes only. Refer to plan or
utility sheets for pipes/main material, size, and configuration.
2. For meter configuration, including fittings and box, see City of Ocoee Meter and
Meter Box Details UT207 for Single Family and UT208 for Commercial/Multi-Family.
3. Unless directed by City, reclaimed and potable meter boxes shall be separated by
placing the boxes at opposite property lines.
4. Meters should be centered in grassed parkway, if possible, offset from front of
sidewalk 2% and such that private service will not cross adjacent lot.
Meter & Service Location Detail
April 2019 N.T.S. Ocoee UT207
DETAIL
NO.
UT207
DATE: April 2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Meter & Service Locations
SCALE: N/A
Ia AN
6 174_A_77J74r
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
E
I fJ�
CITY OF OCOEE
UTILITIES DEPARTMENT
tie>tlGt
DOWNTOWN FLORAL STREET
SEWER PROJECT
Invert
Monolithic
Base
See Manhole
Connection Detail
UT102
_ Inside of
Manhole
Pre -Molded Plastic -
Joint Sealer with
Protective Wrapper
(Wrapper to be
Removed) _
Flow invert to be smoothly
sloped in the direction of
Outside of
Manhole r:
All Joining
Surfaces to be
Pre -Primed
flow with channel Wall Joint Section
matching pipe diameter
Invert Section
Manhole Ring and
Cover See Note 8 for Mortar in Ring
Setting Cover Adjust final cover grade
with 2 to 4 courses of
Cone Transition brick
See Note 4
Bituminous (Coal Tar)
�� '
Coating Both Inside and
Outside of Walls 4' 5"
Invert Bench to three
quarters height of pipe,
gently sloped (12 to 1)
and bituminous coated
6" Min.
Rock Bedding 9" Thick
Extending 9" Beyond 8" Min.
Float Tab
Manhole Section
NOTES:
1. This detail is for pre -cast standard and receiving sanitary sewer manholes.
2. Sewer main sizes connecting to the manhole shall range from 6" to 24" in diameter and not less
than 2" from floor of bottom casting. All other sizes shall require separate design and approval.
3. All manholes where any invert into the manhole exceeds 18" shall require a drop connection
(See detail UT102).
4. Manhole cone/ring and cover shall be eccentric configured. Cone transition shall range from 18"
to 36". Concentric configuration shall require written approval by the City.
5. Receiving, forcemain connected and drop manhole shall be continuously lined with an approved
liner on the City of Ocoee's Approved Materials List at a minimum of 90 mil thickness.
6. Bottom casting shall be monolithic with first riser.
7. Riser between top cone and bottom casting shall be no shorter in height than 60".
8. Manhole cover to be set 1/4" above and matching slope pavement and should be set at plan
grade unpaved areas.
9. All seams from structure joints, pipe connections and ring shall be WrapidSealed.
SANITARY SEWER MANHOLE DETAIL
July 2019 N.T.S. Ocoee UT101
DETAIL
NO.
UT101
DATE: July 2019
CITY OF OCOEE
CONSTRUCTION DETAILS
Sanitary Sewer Manhole
ISCALE: N/A
CITY STANDARD DETAILS - SHEET4
N
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
■
Page 201 of 268
Crown trench in
min. roved areas Existing Grade
—
unimproved ( 3 Trench Width Varies L
min.) Based on Pipe Dia.
F-
a
Undisturbed Earth
*a Pipe ' *a
Diameter
'a See Note 3
NOTES:
1. Pipe bedding material and trench backfill shall be select common (clean) fill
compacted to 95% (98% in roadway) of the maximum density as per
AASHTO T-180.
2. Contractor shall install crushed rock (or equivalent bedding material) where
pipe bedding does not provide solid support (yielding or plastic). Depth of
material shall be a minimum of 6", or as needed, to provide non -yielding
support for the pipe. All unsuitable material shall be removed from pipe
bedding unless special provisions are approved by the City.
3. Excavated trench width at pipe haunch shall be sufficient in size for haunch
compaction, but shall be no greater than 15" on each side of pipe for pipes
less than 24" in diameter (24" for pipes 24" in diameter or greater.)
4. Water shall not be permitted in trench line during construction.
5. Pipe line shall be installed with bell fitting facing upgrade.
6. Gravity sewer shall have a 6" minimum rock bed.
Pipe Bedding and Trench Detail
September 2019 N.T.S. Ocoee UT001
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT001 Pipe Bedding and Trench
DATE: September 2019 ' SCALE: N/A
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
DATE BY IS NOT TO FULL SCALE
M0011: a:1: 4:�
DIN31:13G�
C. LOMBANA
M. PECKHAM
0 1/2" 1"
Brass Corporation
Stop (1" Min.)
#10 THHN Tracing U-Branch Brass
Wire to Match Use (1" x 3/4" x 3/4")
in Color Installed Upright
Curb Stop
Z (See Note 3)
Of
uw
Q
Coil Excess
Service Polyethylene Tracing Wire in
Tubing Box
Single Meter
Box and Water
Meter (By City)
Service View with Single Meter
ngled
Stops at
of Horn
'-Double Meter
Box and Water
Meter (By City)
Double Meter Configuration
orporation Stop (Ford F1000-4NL)
& Fittings (normally open)
AWWA Type
CC Threads To Meter/Box Assembly
#10 THHN
Tracing Wire,
Color to Match
Service 30 to 45°
Service, Polyethylene
f Y Tubing, 1" min.
� `Double Strap
Water Main Stainless Steel
Saddle
Tappinq Section
NOTES:
1. All fittings shall be brass with compression -pack joint type connections.
2. No service line shall extend or terminate under a driveway.
3. Meter end of service shall terminate with curb stop (90°) for single service and dual horn
and curb stops (90°)for dual services.
4. Meter end of service shall terminate 3' past meter location where service shall, unless
directed otherwise, extend 3' above finished grade tied to a 2" x 4" x 4' stake. If directed,
service connection shall be buried and located with an 2" x 4" x 4' painted marker. Stake
or marker shall indicate lot(s) to be served.
5. Concrete curb shall be marked (stamped or saw -cut) with "W" locating service.
6. Service connection to the main shall use approved saddle, and tapping of main shall be by
a method where a solid coupon is removed.
7. Services installed under finished or existing pavement shall be directionally drilled.
8. Upon approval, direct tap (no saddle) may be used on Ductile Iron Pipe.
9. Service color shall be blue for potable water and purple (magenta) for reclaimed water.
Utility (Water & Reclaim) Service Connection Detail 10
Sep. 2019 N.T.S. Ocoee UT206
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT206
Water and Reclaim Service Connection
DATE: Sep. 2019 I SCALE: N/A
Ia As
6 1 74—A - VJ74 r
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
Resilient Seat—",,,
Tapping Valve
Flange
Restrained Mechanical
Joint
11
New Main—/
NOTES:
Test Plug
Main
ss Steel
Tapping Sleeve
1. All Sleeves and Valves shall be water tested before tap.
2. No Wet Tap on Asbestos Cement water mains.
3. For Valve Box and Cover, see Ocoee UT009 Valve Box and Cover
Detail.
Stainless Steel Tapping Sleeve and Gate Valve for Water and Reclaim
Feb. 2020 N.T.S. Ocoee UT205
DETAIL
NO.
UT205
DATE:
CITY OF OCOEE
CONSTRUCTION DETAILS
Stainless Steel Tapping Saddle and Gate Valve Assen
Water and Reclaim
Feb.2020 I SCALE: N/A
DATE: AUGUST 2023
CITY OF OCOEE
1*04��r H
UTILITIES DEPARTMENT AZEN No.: 41154-001
,) ()(„m '" CONTRACT NO.: 1
t <> CITY STANDARD DETAILS - SHEET 5
DRAWING
NUMBER:
DOWNTOWN FLORAL STREET
SEWER PROJECT CD-05
REV ISSUED FOR
Page 202 of 268
New Main Plug Valve Resilient Seat Flange
Tapping Valve
ro YY YM
0
Restrained Mechanical
Joint
NOTES:
Stainless Steel
Tapping Sleeve
Ic-0
Test Plug
Active Main
1. All Sleeves and Valves shall be water tested before tap.
2. No Wet Tap on Asbestos Cement water mains.
3. For Valve Box and Cover, see Ocoee UT009 Valve Box and Cover
Detail.
Stainless Steel Tappinq Sleeve and Gate Valve for Wastewater
March 2020 N.T.S. Ocoee UT107
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT107 Stainless Steel Tapping Saddle and Gate Valve Assembly
Wastewater
DATE: March 2020 I SCALE: N/A I '
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
DATE BY IS NOT TO FULL SCALE
M0011: a001:4
DIN31:13G�
C. LOMBANA
M. PECKHAM
DEREK W. BIEBER PE. • 75500
1" Prior to seeding or planting
2" Prior to sodding
See Note 6
4" I r See Note 7
4" Concrete over
compacted fill.
1/4" Per Foot Cross Slope —14 [-16„
NOTES:
1. Tooled Control Joints at 5' O.C. max.
2. Expansion Joints at 25' O.C. max.
3. Joints shall be constructed within 24 hours of pouring concrete
4. Sidewalks shall be Class I, 3000psi
5. Sub -grade or base shall be compacted to a minimum density of 98% of the
maximum density as determined by AASHTO T-180 for sidewalks/bike
paths and curbs.
6. Refer to plans for sidewalk width. Sidewalk shall be a minimum of 5' if a
width is not specified on the plans.
7. Refer to the plans for the curb height. If no curb height is specified, use 6"
Sidewalk, Curb, and Pavement Detail
June 2020 N.T.S. Ocoee PWO05
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
PWO05 Sidewalk, Curb, and Pavement Detail
DATE: JUNE 2020 1 SCALE: N/A
Ia a
6 MIA - FJ74 r
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
Existing Grade � Meter Box
Meter—"
90' Compression
Curb Stop Fitting
Ford
KV43-342W-NL
Service from —
Main (P.E.)
Bullet
Service from
Main (P.E.)
►Ci1U*3
MXU (FlexNet
Radio Unit)
�— Dual Check Valve
(Potable Water), Ford
HHCH31-323-NL
J
Private
Connection
Side Sinqle Meter View
3/4" Brass Meter
Connection
Reclaimed Meter Connection
Use Brass Meter Connection
(substitute for Dual Check
Valve.)
91
Dual Horn Brass with 90' Curb
Stops, Ford UV43-42W-NL
Dual Meter Front View
1. This detail shall only be used when the Contractor/Developer has been
given special permission by the City to place City Meters.
2. Water Service shall be 1" diameter P.E. minimum.
3. Service curb stop shall be bullet locked using High Field Manufacturing
Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120.
4. Private connection to the meter shall be the responsibility of the
Owner/Owner's Contractor.
Single Family Residence Meter Confiquration Detail
40 February 2021 N.T.S. Ocoee UT208b
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT208b Single Family Residence
Meter Configuration
DATE: February 2021 I SCALE: N/A
DATE: AUGUST 2023
CITY OF OCOEE
1*04��r H
UTILITIES DEPARTMENT AZEN No.: 41154-001
,) ()(„m '" CONTRACT NO.: 1
t <> CITY STANDARD DETAILS - SHEET 6
DRAWING
NUMBER:
DOWNTOWN FLORAL STREET
SEWER PROJECT CD-06
REV ISSUED FOR
Page 203 of 268
See Note 8:
/ C_1 . +1
Valve I.D. Marker
(See note 6)
Finished
Actuating Nut for
Adjustment Ring
Pipe/Main
#4 bar with 2" minimum—,.,
concrete cover
24" H
A
24"
Concrete Collar
(See note 5)
Adjustable cast iron
valve box
—Valve box shall rest on
bedding rock, not on
valve or pipe, and shall
be centered on
operating nut.
6" FDOT #57 Stone
NOTES:
1. PVC extensions shall not be used on valve box.
2. The actuating nut for valves shall be no deeper than 24" from ultimate finished grade.
3. Valve assembly shall include center spacing guide from the City's Approved Materials List.
4. Where valve nut is more than 36" below grade, valve assembly shall include an extension
from the City's Approved Materials List.
5. Valve collar shall be 24" x 24" x 6" square pad and concrete for collar shall be fc' of 3,000
psi minimum @ 28 days for non -pavement areas.
6. Valve Marker shall be from the City's Approved Materials List and shall include "City of
Ocoee", main type, size, material, turns to open or close valve, and direction of rotation.
7. Valve Box shall not be located in pavement, sidewalk, or driveway unless approved by the
City. If approved, Contractor/Developer shall reach out to the Utilities Department on the
location of the Valve Tags.
8. For Valve Box approved in pavement, a disk valve marker shall hang in the valve box
anchored to the locating wire.
Valve Box and Cover Detail
June 2021 N.T.S. Ocoee UT009
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT009 Valve Box and Cover
DATE: June 2021 1 SCALE: N/A
a
PROJECT
5:
ENGINEER:
m
DESIGNED BY:
� M
!
DRAWN BY:
_
M
1 N
CHECKED BY:
l00
IF THIS BAR DOES NOT
o
MEASURE 1" THEN DRAWING
o REV ISSUED FOR
DATE BY IS NOT TO FULL SCALE
D. BIEBER
D. BIEBER
C. LOMBANA
M. PECKHAM
-, DEREK W. BIEBER PE. No. 75500
Hydrant Operating Nut
Hose Nozzle
Maximum 6" Clearance
Between Concrete and
Bottom of Nuts/Bolt
3'to5'
—Pumper Nozzle
�,,,,..•�-"
/,,,,_
Facing Street
18" Min. Above
Finished Grade
L.Sidl
ewalk Expansion Fiber
rCOi 24" Material (TYP)
Compacted Backfill Concrete
�
_M • ' ,. � _ J Hydrant
Anchoring Tee
Resilient Seat Gate
6" Bedding Rock Valve and Box
(See Detail UT009)
Vented ARV enclosure—�1
(See note 6)
2" Air release valve
2" TEE with
removable Cap
2" Ball/Plug valve
Adjustable cast iron
valve box
(Detail LIT009)
In
RIGHT OF WAY PRIVATE PROPERTY
1' Min.
iR1
2 Pipe
" n
2" Corp stop N
Min. 3%
2" Elbow slope l 3 FDOT #57 stone
r
2�� Elbow and tubing
j,.
(threaded)
2" Nipple
Sidewalk
Sidewalk
6 Min.
I Main Diameter
' ARV
2" Plug valve with
12" and smaller
2"
��Fire Hydrant
Assembly
90° Bend ,,,,—Fire Hydrant
Assembly
2" square nut
16"
3"
I 20", 24"
4"
2" Double strap stainless steel saddle
_........ ,.
I 30", 36"
6"
j
1 _ Varies (See Note 1)
Water/Reclaim
Water/Reclaim
Main
Main
Edge of Pavement Edge of Pavement
Standard Confiquration Alternate Configuration
Note:
1. Hydrants shall be painted with double coat enamel paint per
the following:
• Public Potable Water - Safety Yellow Pantone 13-063OTN
• Reclaimed Water - Purple Pantone 522 C
• Private Fire - Cherry Red HDC-MD-16
2. Concrete shear pad shall abut between sidewalk and curb.
Where sidewalk is not present, concrete shear pad shall be
approx. 7.5' x 3.5' min.
3. Concrete shall be 6" thick with fibermesh and shall be fc' of
3,000 psi minimum at 28 days.
4. Any deviation from this detail shall be made known to the City
for approval.
Fire Hydrant Assembly Detail
June 2021 N.T.S. Ocoee UT201
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT201 Fire Hydrant Assembly
DATE: June 2021 1 SCALE: n/a
Ia AN
6 FTs_A_77j74P
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
CITY OF OCOEE
UTILITIES DEPARTMENT
tie>tlGt
DOWNTOWN FLORAL STREET
SEWER PROJECT
NOTES:
1. Gas Release Valve shall mean Air, Combination Air/Vacuum, and Surge Protection Release Valve.
2. Offset distance to be field determined and as close to the right of way as possible and clear of
pedestrian walkways. If pipe is at right of way line, no offset is required.
3. Above detail applies to a 2" ARV. For larger ARVs, pipe diameter and valves shall be equal to the size
of the ARV.
4. All piping, valves and appurtenances to be brass or 316 Stainless Steel except where specified
otherwise.
5. ARV shall have a Reinforced Nylon Body D-040 or Ductile Iron Body D-060 for Potable Water
Systems. ARV shall be Reinforced Nylon Body D-021 or Ductile Iron Body D-060 for Reclaim Water
Systems.
6. The enclosure shall follow the City's Approved Materials List or be an approved equal with temper
proof locking device and vents must be capable of allowing at least the same amount of airflow as the
valve.
7. Shop drawings for the ARV shall be submitted to the City for approval.
8. Any deviation from this detail shall be made known to the City for approval.
DETAIL
NO.
UT204a
DATE: June 2021
CITY OF OCOEE
CONSTRUCTION DETAILS
Gas Release Valve
Water and Reclaim
SCALE: NIA
CITY STANDARD DETAILS - SHEET 7
40
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
■
Page 204 of 268
I
1 N
0
N
l00
�Q
0 REV
o_
90° Compression
t Curb Stop Fitting
Ford
KV43-342W-NL
Service from
Main (P.E.) E
Weather Protected
Heavy Duty Tape
1 \
\ � 2"x3'x5'
Wooden Stake
Curb - Existing Sidewalk
Grade
`6" minimum below grade
Bullet Lock
Dual Horn mass -
with 90' Curb Stops "%%%�_
(Ford UV43-42W-NL) Service from
Main (P.E.)
Double Meter Curb Stop Sinqle Meter Curb Stop
NOTES:
1. Water Service shall be 1" diameter P.E. minimum.
2. Service curb stop shall be bullet locked using High Field Manufacturing
Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120.
3. Service shall extend 4' above finished grade and shall be no more than 2'
from back of curb.
4. Top of stake shall be painted the color of the Utility Service and labeled
with the Lot Number(s)/Address(es) it serves.
5. When water service will be used for Bacteriological Testing, a hose bib
shall be installed on the Curb Stop.
6. Meter shall be installed by the City unless authorization has been given by
the City (UT208b)
7. Private connection to the meter shall be the responsibility of the
Owner/Owner's Contractor.
Sinqle Family Residential Service Detail
June 2021 N.T.S. Ocoee UT208a
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT208a Single Family Residential
Service '
DATE: June 2021 I SCALE: N/A
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
ISSUED FOR DATE BY IS NOT TO FULL SCALE
D. BIEBER
D. BIEBER
C. LOMBANA
M. PECKHAM
-, DEREK W. BIEBER PE. No. 75500
Extent of Pavement Replacement Straight and Smooth Saw
.. ► Cut Existing Surface
Treatment
-.--6 {-.18.-I Replacement Base
1
Varies Curb
Stage 2 -E�--
Butt -Joint Detail
Stage 1
T
1/2 of Pipe Diameter
or 1' Min. Typical Cross Section
Stage Compactions:
1. Backfilling of trench shall be in six inch (6") maximum lifts.
2. Stage 1: Backfilling trench in Stage 1 shall use proper mechanical
equipment to insure proper compaction throughout, including pipe
haunches.
3. Stage 2: Backfilling trench in Stage 2 shall be to bottom of sub -grade.
NOTES:
1. All work and material for the Flexible Pavement Reconstruction shall be in
accordance with the most current Citv of Ocoee - Engineerinq Standards
Manual (available at OCOEE.ORG).
2. Any conflict between ESM specification and this sheet's specifications shall
be resolved by the more stringent requirement.
3. Replacement asphalt shall match the existing structural and friction
courses for type and thickness in accordance with requirements as set
forth by the ESM.
4. Replacement asphalt shall be installed the to the full width of the travel
lane.
5. Backfill and base material shall be clean and homogenous compacted to
98% of the maximum density per AASHTO T-180. Tack shall be added to
the new base material prior to installing the replacement asphalt.
6. Base course shall be prepared in 6" lifts maximum, and thoroughly
compacted.
7. Where trench line abuts existing curb(s), construct clean butt joint with
curb. In the event curb is undermined and/or compromised, curb shall be
replaced.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
PWO02 Open Cut
Flexible Pavement Replacement
DATE: July 2022 I SCALE: N/A
Ia As
6 1 74-A - VJ74 r
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
CITY OF OCOEE
UTILITIES DEPARTMENT
tie>e,
DOWNTOWN FLORAL STREET
SEWER PROJECT
Pipes/Mains Separation Requirement Table
\
Potable
Reclaimed
Sanitary Sewer Storm Sewer
Horiz. Vert.
Horiz. Vert.
Horiz. Vert. Horiz. Vert.
Potable
/
T 12"
10, 18" T 18"
Reclaimed
3' 12"
/ X
3' 12" T 12"
Sanitary
Sewer
10' 18"
3' 12"
/ X 3' 12"
Storm
Sewer
3' 18"
3' 12"
3' 12" / /
NOTES:
1. The table represents the minimum separation requirements as described in
F.D.E.P. rules of the Florida Administrative Code 62-555.314 (F.A.C.) and the
City's Engineering Standards Manual. These separation requirements shall apply
between newly proposed utility lines and existing or proposed utility lines.
2. For the purpose of this table, reclaimed water shall mean unrestricted public
access reuse water as defined by F.A.C. 17-610. Other types of reclaimed water,
not treated to public contact levels, shall be considered raw sewage, and the
separation list for sanitary sewer shall apply.
3. Alternative water, such as storm water used for irrigation, shall be considered
reclaimed water for separation requirements.
4. Pipe separation distance provided above shall mean the horizontal and/or vertical
distance measured for the outside dimension of each pipe/main.
5. Concrete encased pipes/mains shall use the separation of D.I.P.
6. Potable water pipes shall be laid above all pipes conveying raw sewage whenever
they cross.
7. Where minimum vertical separation from potable water cannot be achieved from
the bottom of the potable water pipe and top of other pipe/main, lesser separation
in accordance with 62.555.314 may be allowed upon approval by the City.
8. All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be
measured with current or future grading to ensure the 36" coverage.
9. No potable water pipe may pass through a sanitary sewer structure. Penetration
through storm sewer must be approved by the City and is subject to special
conditions and materials.
Pipes/Mains Separation Requirement Table
November 2022 N.T.S. Ocoee UT013
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT013 Pipe Separation Requirement Table
DATE: November 2022 I SCALE: N/A
CITY STANDARD DETAILS - SHEET 8
*0
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
■
Page 205 of 268
I
co
1 N
0
N
l00
�Q
0 REV
o_
Varies Varies
Lot Line Wye With Branch
Sewer Main
Size Varies
450 Bend
e
Clean-out operty Line
I'
(See Note 1)
Double Wye—/
Plan View
Finished Grade
a�
0 o 20
m Slope To Terminal Depth
.r-W At 1.0% Minimum (Typ.)
F71 t-
fc
Rotate 300 (Typ,
(See Note 3)
Private Single Lateral
To Home
— Spring Line
Sewer Main
Double Lateral
Right of Way
Section View
21
Private
all -
To Home
1. Clean -out (shown hatched) shall be installed by the builder in
accordance with standard plumbing code.
2. Locate clean -outs as close to the property line as possible.
3. Invert of service lateral shall not enter sewer main below spring line.
4. The minimum terminal depth as required for house service is 3'.
5. Service Laterals shall be a minimum of 6" for non-residential scenarios.
In residential areas, service laterals shall be a minimum of 4" to the
right-of-way and then 6" to the sewer main.
DETAIL
NO.
UT105
DATE: April2019
CITY OF OCOEE
CONSTRUCTION DETAILS
PROJECT
Service Lateral
SCALE: N/A
ENGINEER: D. BIEBER
DESIGNED BY: D. BIEBER
DRAWN BY: C. LOMBANA
CHECKED BY: M. PECKHAM
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING -�
ISSUED FOR DATE BY IS NOT TO FULL SCALE
Ia AN
6 FMs_A_7j701
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
CITY OF OCOEE
UTILITIES DEPARTMENT
tie>e,
DOWNTOWN FLORAL STREET
SEWER PROJECT
CITY STANDARD DETAILS - SHEET 9
•y_IIIIII4
HAZEN NO.:
AUGUST 2023
CONTRACT NO.:
DRAWING
NUMBER:
41154-001
1
■
Page 206 of 268
I ffi0l 01 IN kyj I&I ANTI A :9111111111111111
p-
co
0
7t
15" STORM SEWER -
8" SANITARY SEWER
TOP EL: 116.6
(STA 3+39.61 FLORAL STREET)
CONFLICT DETAIL 1
DETAIL 1
11 = 11-01, C-02A
8" SANITARY SEWER -
00
8" C900 WATER MAIN
INVERT
EL: 115.92
CIL EL: 116.00
(STA 2+70.67 S CUMBERLAND AVE)
CONFLICT DETAIL 7
DETAIL 7
11 = 11-01, C-04
15" RCP STORM SEWER -
4.1
INVERT
EL: 117.24
BOTTOM
EL: 117.01
8" PVC SANITARY SEWER
TOP EL: 116.61 1
LO
INVERT
EL: 115.93
(STA 0+41.25 S CUMBERLAND AVE)
CONFLICT DETAIL 2
DETAIL 2
11 = 11-01, C-04A
8" SANITARY SEWER
BOTTOM EL: 116.5
18" STORM SEWER
TOP EL: 115.7 - ------- - ---
(STA 3+73.00 SILLS ALLEY)
CONFLICT DETAIL 8
DETAIL 8
11 = 11-01, C-06
INVERT
EL: 116.73
INVERT
EL: 114.01
PROJECT
ENGINEER: D. BIEBER
DESIGNED BY: D. BIEBER
DRAWN BY: C. LOMBANA
CHECKED BY: M.PECKHAM
IF THIS BAR DOES NOT 0 1/2" ill
MEASURE 1" THEN DRAWING DEREK W. BIEBER PE. No. 75500
ISSUED FOR DATE BY IS NOT TO FULL SCALE
15" STORM SEWER
8" SANITARY SEWER
TOP EL: 116.6
Ilk
INVERT
EL: 115.92
(STA 0+37.87 S CUMBERLAND AVE)
CONFLICT DETAIL 3
DETAIL 3
11 = 11-01, C-04A
8" SANITARY SEWER
8" C900 WATER MAIN
8" SANITARY SEWER
TOP
EL: 116.48
(STA 0+30.39 S CUMBERLAND AVE)
CONFLICT DETAIL 4
DETAIL 4
11 = 11-01, C-04
- RECONSTRUCTION
STORM SEWER
(STA 2+70.67 S CUMBERLAND AVE)
CONFLICT DETAIL 9
DETAIL 9
11 = 11-01, C-04A
Ia Asa
6 Re- A 771 A mi
HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
INVERT
EL: 11&76
INVERT
EL: 116.36
EXIST. 8"
SANITARY MAIN -
8" C900
WATER MAIN
INVERT
EL: 117.48
15" STORM SEWER
8" SANITARY SEWER
TOP EL: 115.8
(STA 6+90.00 CUMBERLAND AVE)
CONFLICT DETAIL 9
DETAIL 10
11 = 11-01, C-05
INVERT
EL: 114.73
CITY OF OCOEE
UTILITIES DEPARTMENT
DOWNTOWN FLORAL STREET
SEWER PROJECT
I
INVERT
EL: 117.7
- BOTTOM
EL: 117.5
if
(STA 5+70.94 FLORAL STREET)
CONFLICT DETAIL 5
DETAIL 5
11 = 11-01, C-03A
INVERT
EL: 113.67
INVERT
EL: 115.1
8" SANITARY SEWER
TOP EL: 115.3
DIA
2500 PSI CONCRETE
UNDISTURBED
EARTH
7 L<
BEDDING ROCK
F-1
L<
----- -----
INVERT
EL: 117.50 BOTTOM
EL: 117.3
m
INVERT
EL: 114.6
(STA 7+27.98 FLORAL STREET)
CONFLICT DETAIL 6
DETAIL 6
11 = 11-01, C-03A
- SEE NOTE 1 (TYP)
NOTES:
1. 15" MAXIMUM FOR PIPE DIAMETER LESS THAN 24", AND 24" MAXIMUM FOR PIPE
DIA 24" AND OVER.
CONCRETE ARCH
CONFLICT DETAILS
DATE: AUGUST 2023
HAZEN NO.: 41154-001
CONTRACT NO.: 1
DRAWING
NUMBER:
CD-1 0
■
Page 207 of 268