city of maitland … · · 2014-05-19richardson, tx 75082 2400 n. glenville investigations mci...
TRANSCRIPT
10/2/2012
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UTILITY SERVICES
VICINITY MAP
(972) 729-6016
Richardson, TX 75082
2400 N. Glenville
Investigations
MCI
(407) 420-6609
Orlando, FL 32801
600 W Robinson St
Deborah Frazier
TECO PEOPLE GAS
(407) 920-8981
Altamonte Springs, FL 32701
420 Pineview St
Rod Judy
EMBARQ COMMUNICATIONS INC
(407) 532-8509
Ocoee, FL 34761
844 Maguire Rd
Marvin Usry
BRIGHT HOUSE NETWORKS, LLC
(407) 262-7725 x1702
Casselberry, FL 32707
95 Triplet Lake Drive
Danny Carson
CITY OF CASSELBERRY
(407) 875-2115
Maitland, FL 32751
1776 Independence Lane
James Lavender
CITY OF MAITLAND
(770) 918-5424
Conyers, GA 30013
2315 Salem Rd, !st Floor - F11
Nancy Spence
ATT DISTRIBUTION
(800) 868-9554
Palm Coast, FL 32164
5910 E Highway 100
Tracy Stern
FLORIDA POWER AND LIGHT
(720) 888-2061
Broomfield, CO 80021
1025 El Dorado Blvd, Bldg 13C04
Judy Henry
LEVEL 3 COMMUNICATIONS LLC
(800) 700-8744
Raleigh, NC 27602
P.O. Box 1551
Customer Service Center
PROGRESS ENERGY
(407) 830-3458
Altamonte Springs, FL 32701
952 1st St
Doug Witaker
EMBARQ
(407) 539-0644
Maitland, FL 32751
146 Orange PL
Pam Cote
IDM
SHEET INDEX
SHEET DESCRIPTION
1
2
3
4
50953
ORLANDO
TO
PROJECT LOCATION
CITY OF MAITLAND
KEY SHEET
1
MATILAND STATION
PLAN SHEET
5
N
DOMMERICH DRIVE
STORM SEWER IMPROVEMENTS
OCT 2012
STORM SEWER IMPROVEMENTS
DOMMERICH DRIVE
CITY OF MAITLAND
ORLANDO
TO
438A
4
600
400
17
426
423423
Killarney
Pop. 12,019MAITLAND
Sybelia
26
Lucien
L. Osceola
L.
EATONVILLE 2,432
Pop.
WINTER PARK
Pop. 24,090
L.Bell
COMANCHE TRAIL
KEY SHEET
TRAFFIC CONTROL PLAN
6 SPECIAL DETAILS
BAFFLE BOX DETAILS
GENERAL NOTES
35 36
30
31
56
25
29
21
11
32
26
427
Pop. 24,090
Pop. 12,019
2,432
Pop.
EATONVILLE
WINTER PARK
90
Exit
SPRINGS
ALTAMONTE
TO
SANFORD
TO
CASSELBERRY
TO
88
Exit
L.
L.
Lake
Park
L.
L.Bell
L.
LucienL.
Sybelia
Maitland
L. Osceola
438A
414
W
75.2
75.4
75.7
76.8
7
7
.277.5
77.8
4
7
8.2
8
77
.43
77.0
7
7
6.6
6
7
7.9
3
77.14
77.3
9
77.9
9
77.17
77.01
76.4
4
30" Tree
8" Palm
Chord
=74.9
7’
Radius=
807.9
3’
Length
=75.0
0’
Delta
=5°1
9’0
6"
1/2" I.R.
FND.
(50’
R/
W)
133.22’
134.06’
14.0’
140.00’
75.0’
W
30" RCP
SD
W/ Conc Cap
3’ High Conc Wall
W Inv=65.65
N Inv=65.86
Top=76.95
Storm Manhole
BENCHMARK
PROJECT
Control Valve
Irrigation
BRICK WALKWAY
DRIVEWAY
STS
STS
10+00
DO
MM
ERIC
H
DRIV
E
2’x2’ Column
2’x2’ Column
2’x2’ Column
2’x2’ Column
Control Valve
Irrigation
Garbage Can
El.=74.62
Top WM
El.=73.85
Top WM
SS
WATER
WATER
WATER
WATER
35 36
30
31
56
25
29
21
11
32
26
427
Pop. 24,090
Pop. 12,019
2,432
Pop.
EATONVILLE
WINTER PARK
90
Exit
SPRINGS
ALTAMONTE
TO
SANFORD
TO
CASSELBERRY
TO
88
Exit
L.
L.
Lake
Park
L.
L.Bell
L.
LucienL.
Sybelia
Maitland
L. Osceola
438A
414
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STORM SEWER IMPROVEMENTS
DOMMERICH DRIVE
CITY OF MAITLAND
OCT 2012
SHALL BE PERMITTED.
RECOMMENDED ALLOWABLE JOINT DEFLECTION. NO PIPE BENDING
PIPE SHALL NOT EXCEED 50% OF THE MANUFACTURER’S
DIRECTION. ALLOWABLE DEFLECTION FOR DESIGN OF DUCTILE IRON
FITTINGS AND SLEEVES SHALL BE USED FOR ALL CHANGES IN 17.
UTILITY REPRESENTATIVE.
CONTRACTOR’S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE
MAINS NOT OWNED BY THE CITY OF MAITLAND, IT IS THE
PRODUCTION/DISTRIBUTION DIVISION INSPECTOR. FOR OPERATION OF
VALVE OPERATION WITH THE CITY OF MAITLAND WATER
AND RECLAIMED WATER VALVES. THE CONTRACTOR SHALL COORDINATE
DIVISION SHALL OPERATE THE CITY OF MAITLAND WATER, WASTEWATER,
ONLY THE CITY OF MAITLAND WATER PRODUCTION/DISTRIBUTION 16.
CONSTRUCTION SPECIFICATIONS MANUAL.
CONFORMANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND
CONNECTING TO THE CITY OF MAITLAND’S SYSTEM SHALL BE IN
THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES 15.
ANY UTILITIES CONSTRUCTION PROJECT BY CALLING (407) 845-2115.
PRODUCTION/DISTRIBUTION DIVISION AT LEAST 48 HOURS PRIOR TO
THE CONTRACTOR SHALL NOTIFY THE CITY OF MAITLAND WATER 14.
PRODUCTION/DISTRIBUTION DIVISION (407) 845-2115.
IMMEDIATELY NOTIFY THE CITY OF MAITLAND WATER
SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL 13.
RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.
SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS
MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN LOCATIONS
EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE
THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN 12.
WITHOUT CITY APPROVAL.
STAGING/STORAGE AREA. NO MATERIALS WILL BE STAGED/STORED
CONTRACTOR WILL COORDINATE WITH THE CITY FOR LOCATION OF 11.
GENERAL NOTES
MAITLAND.
DIRECTED BY THE ENGINEER AT NO EXTRA COST TO THE CITY OF
COVER WITH A CAPACITY OF H-20 LOADING SHALL BE REQUIRED AS
TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. A TEMPORARY 24.
UNTIL SATISFACTORY RESULTS ARE OBTAINED.
THE ORIGINAL DISINFECTION PROCEDURE AND FLUSHING AS REQUIRED
UNSATISFACTORY BACTERIAL TEST, THE CONTRACTOR SHALL REPEAT
CLEARANCE FROM FDEP. SHOULD THE INITIAL TREATMENT RESULT IN AN
ISOLATED AND OUT OF SERVICE UNTIL THE CITY OF MAITLAND RECEIVES
OF MAITLAND. THE DISTRIBUTION SYSTEM PIPING SHALL REMAIN
CORRESPONDENCE WITH THE FDEP SHALL BE SUBMITTED TO THE CITY
PERSONNEL. COPIES OF TESTING RESULTS AND ALL RELATED
LABORATORY PERSONNEL IN THE PRESENCE OF CITY OF MAITLAND
BE FOLLOWED AND SAMPLES SHALL ONLY BE COLLECTED BY CERTIFIED
CONSECUTIVE DAYS. PROPER CHAIN OF CUSTODY PROCEDURES MUST
RESULT SHALL SHOW ACCEPTABLE BACTERIOLOGICAL RESULTS FOR TWO
FROM CITY OF MAITLAND APPROVED SAMPLING POINTS. EACH SAMPLE
CARRIED IN THE SYSTEM. WATER SAMPLES SHALL BE COLLECTED
CHLORINE RESIDUAL OBTAINED IS NOT IN EXCESS OF THAT NORMALLY
FLUSHING SHALL TAKE PLACE UNTIL, UPON TESTING, THE FREE
BE WASTED TO THOROUGHLY NEUTRALIZE THE RESIDUAL CHLORINE.
THEN A NEUTRALIZING CHEMICAL SHALL BE APPLIED TO THE WATER TO
CHLORINATED DISCHARGE WILL CAUSE DAMAGE TO THE ENVIRONMENT,
FLUSHED FROM THE NEW MAIN. IF THERE IS ANY POSSIBILITY THAT THE
FOLLOWING CHLORINATION, ALL TREATED WATER SHALL BE THOROUGHLY 23.
THEY ARE INSTALLED.
OR SPRAYED WITH A ONE PERCENT HYPOCHLORITE SOLUTION BEFORE
FITTINGS, USED IN MAKING REPAIRS AND TIES IN SHALL BE SWABBED
THE INTERIOR OF ALL PIPE AND FITTINGS, INCLUDING COUPLINGS AND 22.
ORANGE COUNTY, FLORIDA LATEST EDITION.
UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL,
CHLORINE RESIDUALS SHALL BE DOCUMENTED PER ORANGE COUNTY
LOCATION POINTS, THE DISINFECTION PROCESS UTILIZED AND FREE
AFTER A 24-HOUR CONTACT PERIOD. THE TESTING/MONITORING
DOCUMENTED BY THE CONTRACTOR FOR THE INITIAL APPLICATION AND
RESIDUAL CHLORINE CONCENTRATION SHALL BE MONITORED AND
THE WATER AFTER STANDING 24 HOURS IN THE PIPE. THE FREE
RESIDUAL OF NOT LESS THAN 10 MILLIGRAMS PER LITER REMAINS IN
NOT LESS THAN 25 MILLIGRAMS PER LITER AND THAT A CHLORINE
SHALL BE CHLORINATED SO THAT THE INITIAL CHLORINE RESIDUAL IS
PLACED INTO SERVICE, NEW MAINS OR EXTENSIONS TO EXISTING MAINS
ENSURE THEY ARE DISINFECTED WITH THE NEW MAIN. BEFORE BEING
APPURTENANCES IN THE TREATED SECTION SHALL BE OPERATED TO
WITH THE ANSI/AWWA C651. DURING THE CHLORINATION PERIOD, ALL
VELOCITY OF 2.5 FEET PER SECOND AND DISINFECTED IN ACCORDANCE
NEWLY INSTALLED MAINS SHALL BE FILLED, FLUSHED WITH A MINIMUM 21.
APPLICABLE.
PRESSURE TEST. THE BASIC PROVISIONS OF AWWA C600 SHALL BE
IN QUESTION, THE CITY OF MAITLAND MAY REQUIRE A SIX-HOUR
HOURS. IF DURING THE TEST, THE INTEGRITY OF THE TESTED LINE IS
DURATION OF EACH PRESSURE TEST SHALL BE FOR A PERIOD OF TWO
SUBJECTED TO A MINIMUM HYDROSTATIC PRESSURE OF 150 PSI. THE
TEST. ALL PIPE SECTIONS TO BE PRESSURE TESTED SHALL BE
HYDROSTATIC TESTS SHALL CONSIST OF PRESSURE TEST AND LEAKAGE 20.
WITH AWWA C651 STANDARD, "DISINFECTING WATER MAINS".
MINIMUM OF 2.5 FEET PER SECOND FULL DIAMETER IN ACCORDANCE
DIAMETER FLUSH OR SWABBING. PRELIMINARY FLUSH SHALL HAVE A
PRELIMINARY FLUSHING MAY BE ACCOMPLISHED THROUGH FULL 19.
COUNTY, FLORIDA, LATEST EDITION.
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, ORANGE
ACCEPTANCE OF WATER SYSTEMS" OF THE ORANGE COUNTY UTILITIES,
CHAPTER 4, SECTION 4210 "TESTING AND INSPECTION FOR
FIELD TESTING AND INSPECTION PROCEDURES SHALL CONFORM TO 18.
SYSTEM (MANHOLE, PIPES, ETC.) DURING CONSTRUCTION.
THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING STORM 2.
BE OWNED AND MAINTAINED BY THE CITY OF MAITLAND.
ON-SITE STORMWATER MANAGEMENT AND DRAINAGE SYSTEM WILL 1.
STORMWATER MANAGEMENT AND DRAINAGE SYSTEM NOTES:
MEETS ALL REQUIREMENTS OF SPECIFICATIONS.
OR PROVIDE SUITABLE BACKFILL FROM OFFSITE SOURCE WHICH
STABILIZATION. THE CONTRACTOR SHALL SURCHARGE EMBANKMENT
LIMITS MAY NOT BE SUITABLE (CONTAINING MUCK) FOR USE IN
POTENTIAL BACKFILL SOILS FROM EXCAVATION WITH THE PROJECT 19.
CONDITIONS.
CONSTRUCTION SHALL BE REPLACED TO MATCH EXISTING
RIGHT-OF-WAY AND TO THE STREET THAT ARE DISTURBED BY
EXTEND FROM THE RIGHT-OF-WAY/PROPERTY LINE THROUGH THE
LANDSCAPING, OR RELATED LANDSCAPING STRUCTURES THAT
EXISTING CONCRETE OR BRICK DRIVEWAYS, RETAINING WALLS, 18.
LAKES, ETC.
ON RIGHT-OF-WAY, ADJACENT PROPERTIES, WETLAND AREAS,
NO DEBRIS OR CONSTRUCTION MATERIALS ARE TO BE DISCARDED
RIGHT-OF-WAY TO STORE MATERIALS IS PROHIBITED. FURTHER,
THE USE OF ADJACENT PRIVATE PROPERTY OR PUBLIC 17.
STOP BARS, STOP SIGNS, AND ANY STREET SIGNS.
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY 16.
OBSTRUCT ACCESS TO ALL STREETS AND ABUTTING PROPERTIES.
ACTIVITIES BE PERFORMED THAT WILL ENDANGER THE WORK OR
NO CONSTRUCTION MATERIALS SHALL BE STORED NOR SHALL 15.
PROPERTY OWNERS.
OPERATIONS FROM BECOMING A NUISANCE TO ABUTTING
MEANS TO PREVENT AND CONTROL DUST ARISING DURING ALL
THE CONTRACTOR SHALL EXERCISE EVERY PRECAUTION AND 14.
FINAL ACCEPTANCE.
PROJECT SITE CLEAN AND IN GOOD ORDER AT THE TIME OF
BE THE CONTRACTOR’S RESPONSIBILITY TO PRESENT THE
TRASH, DEBRIS, EXCESS MATERIAL, AND EQUIPMENT. IT SHALL
PERFORM SITE CLEAN-UP OPERATIONS FOR REMOVAL OF ALL
AFTER COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL 13.
THROUGH AND NEW DATA ADDED.
CORRECT. ALL REVISED INFORMATION SHALL BE CROSSED
RECORD DRAWING SHALL BE CERTIFIED BY THE CONTRACTOR AS
HORIZONTAL AND VERTICAL DIMENSIONS OF THE WORK. THE
ACCURATE RECORD DRAWINGS SHOWING AS-CONSTRUCTED
CONTRACTOR SHALL FURNISH THE OWNER’S REPRESENTATIVE WITH 12.
STANDARDS.
TO THE LATEST EDITION OF THE ROADWAY AND TRAFFIC DESIGN
ALL FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES REFER 11.
SHALL APPLY AS DETERMINED BY THE OWNER’S REPRESENTATIVE.
CONFLICT BETWEEN THE REQUIREMENTS, THE MOST STRINGENT
CODES, ORDINANCES, AND REGULATIONS. IN THE EVENT OF A
OTHERWISE REQUIRED BY APPLICABLE FEDERAL, STATE AND LOCAL
DRAWINGS AND SPECIFICATIONS CONTAINED HEREIN AND/OR
ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 10.
REPRESENTATIVE.
REGULATORY AGENCIES, UTILITY COMPANIES, AND THE OWNER’S
AUTHORIZED PERSONNEL OF LOCAL, STATE AND FEDERAL
ALL WORK SHALL BE OPEN AND SUBJECT TO INSPECTION BY 9.
COMPLETION TO AGENCIES.
MAY BE COORDINATED TO ENSURE TIMELY CERTIFICATION OF
VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS
OWNER’S REPRESENTATIVE WITH A CONSTRUCTION SCHEDULE FOR
PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE THE 8.
OPERATIONS.
COMPLY WITH ALL PERMIT CONDITIONS DURING CONSTRUCTION
INCLUDING FDEP PRIOR TO COMMENCING CONSTRUCTION AND
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FOR PROJECT 7.
IF ANY, ARE TO BE ACQUIRED BY THE CONTRACTOR.
DETERMINE WHICH PERMITS ARE REQUIRED AND WHICH PERMITS,
CONTRACTOR SHALL CONSULT PROJECT SPECIFICATIONS TO 6.
CONTRACTOR’S DATA AND DRAWINGS.
BE NOTIFIED IMMEDIATELY OF ANY MAJOR DIFFERENCES BETWEEN
BEFORE BEGINNING WORK. THE OWNER’S REPRESENTATIVE SHALL
CONTRACTOR SHALL VERIFY ALL EXISTING GRADES ON SITE 5.
AND UPON WHICH THEIR BIDS WILL BE BASED.
REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED,
BIDDING. SO THAT THEY MAY ARRIVE AT THEIR OWN CONCLUSIONS
WHATEVER INVESTIGATIONS THEY MAY DEEM NECESSARY, PRIOR TO
CONTRACTORS ARE DIRECTED AND ENCOURAGED TO CONDUCT
MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL
IN ACCESSING THE NATURE AND EXTENT OF CONDITIONS WHICH
THESE DRAWINGS IS GIVEN SOLELY TO ASSIST THE CONTRACTOR
INFORMATION REGARDING EXISTING CONDITIONS PROVIDED IN 4.
OF THE PAVED DRIVING LANES IN FRONT OF FIRE HYDRANTS.
BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN THE CENTER 3.
SHALL APPLY.
CONFLICT, THE MAXIMUM REQUIREMENTS OF EITHER SPECIFICATION
ROAD AND BRIDGE CONSTRUCTION. WHERE THE SPECIFICATIONS
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ACCORDANCE WITH THE CITY OF MAITLAND AND FLORIDA
ALL MATERIALS, INSTALLATION, AND TESTING SHALL BE IN 2.
GEOMETRIC BASELINE.
PROPERTY LINE, PROPERTY CORNER, FACE OF BUILDING OR
DIMENSIONS ARE MEASURED TO/ FROM THE FACE OF CURB, 1.
GENERAL NOTES:
COMPLETION OF CONSTRUCTION WITHIN THE AREA.
REMOVAL. PROPERTY SHALL BE RESTORED IMMEDIATELY UPON
REQUIREMENT A MINIMUM OF 72 HOURS PRIOR TO COMMENCING
CONTRACTOR SHALL NOTIFY PROPERTY OWNERS OF REMOVAL
RELOCATED BY CONTRACTOR AS REQUIRED TO COMPLETE WORK.
PERSONAL PROPERTY WITHIN THE LIMITS OF CONSTRUCTION SHALL BE
MAILBOXES, SHRUBS, STREET SIGNS AND OTHER EXISTING FEATURES.
INCLUDING LANDSCAPING, WATER SERVICES, DRIVEWAYS, SIDEWALKS,
THE CONTRACTOR SHALL RESTORE ALL DISTURBED MATERIALS, 10.
PERCENTAGE OF FINE MATERIAL (SILT OR COLLOIDAL CLAY).
WILL ENSURE THE RESTORED SURFACE SOIL DOES NOT HAVE A HIGH
NOT POSSIBLE TO REPLACE THE ORGANIC SURFACE, THE CONTRACTOR
ORIGINAL ORGANIC IS RESTORED AS MUCH AS POSSIBLE. WHERE IT IS
CONTRACTOR SHALL ENDEAVOR TO REPLACE THE SOIL SO THAT THE
WHEN REFILLING EXCAVATED TRENCHES/PITS IN UNPAVED AREAS, THE 9.
OF 6.
AND EXISTING BURIED TELEPHONE UTILITY AS INDICATED ON SHEET 3
UTILITY OWNERS INCLUDING BUT NOT LIMITED TO EXISTING 6" WATER
OF ALL UTILITIES, UTILITY POLES AND COORDINATION OF SUCH WITH
CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMPORARY SUPPORT 8.
PROPERLY.
PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF
TRENCH SAFETY ACT. EXCESS EARTHWORK MATERIALS SHALL BE THE
ALL EXCAVATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE 7.
MATERIAL AND SIZE.
CONTRACTOR SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE,
INFORMATION ON THE OBSTRUCTION TO BE FURNISHED BY THE
CONFLICT, THE CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY.
IN ADVANCE OF THE WORK, WHICHEVER IS GREATER. IF THERE IS A
EXPLORATORY EXCAVATION SHALL BE MADE 48 HOURS OR 1,000 FEET
INTERSECTIONS OF PROPOSED WORK AND EXISTING UTILITIES. THE
THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL 6.
PERFORMANCE UNDER CONTRACT.
NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR COMPLETE
EQUIPMENT, LABOR AND MATERIALS REQUIRED, FAILURE TO DO SO WILL
WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE
THE WORK AND LOCAL CONDITIONS (EITHER SURFACE OR SUBSURFACE)
OF THE BID TO BECOME FAMILIAR WITH THE NATURE AND EXTENT OF
THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE PREPARATION 5.
COMPANIES.
FOR NOTIFYING AND COORDINATING THIS WORK WITH THE UTILITY
RELOCATED OR ADJUSTED, THE CONTRACTOR SHALL BE RESPONSIBLE
BY THE CONTRACTOR, WHEN IT IS NECESSARY TO HAVE UTILITIES
DAMAGES TO SAID UTILITIES. DURING THE COURSE OF CONSTRUCTION
CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNERS FOR ALL
NECESSARY SO THAT THEY WILL GIVE UNINTERRUPTED SERVICE. THE
ENCOUNTERED DURING CONSTRUCTION, PROTECTING THEM WHERE
CARE IN WORKING AROUND AND NEAR ALL EXISTING UTILITIES THAT ARE
COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL USE SPECIAL
COMPANIES AND VERIFYING LOCATION OF THEIR FACILITIES PRIOR TO
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY 4.
875-2115.
CONTRACTOR SHALL NOTIFY THE CITY OF MAITLAND BY CALLING (407)
PRIOR (48-HOURS MINIMUM) TO UTILITIES CONSTRUCTION, THE 3.
ENGINEER.
OF MAITLAND’S WATER PRODUCTION/DISTRIBUTION DIVISION AND
AUTHORIZED EXCEPT AFTER OBTAINING PRIOR CONSENT FROM THE CITY
DEPICTED ON THE PLAN AND THE DETAIL SHEETS. NO DEVIATION IS
SPECIFICATIONS MANUAL ARE APPLICABLE TO THIS PROJECT, AS
ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION 2.
FIRE PROTECTION - CITY OF MAITLAND
TELEPHONE - EMBARQ
ELECTRIC - PROGRESS ENERGY
WASTEWATER - CITY OF MAITLAND
WATER - CITY OF MAITLAND
UTILITIES WILL BE PROVIDED BY:1.
UTILITIES NOTES:
STANDARDS.
MEASURES AND MUST MEET THE STATE WATER QUALITY DISCHARGE
EQUIPMENT INCLUDING TURBIDITY BARRIER AND EROSION CONTROL
SHALL BE RESPONSIBLE FOR ALL DEWATERING MATERIALS AND
WATER TABLE IN THE AREA OF THE PROJECT LIMITS. THE CONTRACTOR
MITIGATE IMPACT TO THE ADJACENT LAKE DUE TO THE POTENTIAL HIGH
5. THE CONTRACTOR MAY NEED TO UTILIZE DEWATERING METHODS TO
SHALL BE DONE IN ACCORDANCE WITH FDOT INDEX NO. 102.
CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION,
UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS EROSION
INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT 4.
CONSTRUCTION.
ACCUMULATION IN THE STORM DRAINAGE SYSTEM DURING
REPLACEMENT AT THE DISCRETION OF THE OWNER) TO MINIMIZE SILT
MAINTAIN THESE MEASURES DAILY (WHICH MAY INCLUDE FULL
INITIAL COMPLETION OF THE DRAINAGE STRUCTURES, IF APPLICABLE.
PROVIDE FILTER FABRIC UNDER THE GRATE OF ALL INLETS AFTER 3.
DAYS PRIOR TO COMMENCING WORK.
PROVIDE WRITTEN NOTICE TO THE ENGINEER AND THE AGENCIES 10
TRANSPORTATION OF SILT OFF THE SITE. THE CONTRACTOR SHALL
PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY
TO, OR AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL
EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR 2.
WATER MANAGEMENT DISTRICT.
STANDARDS OF CITY OF MAITLAND, FLORIDA AND THE ST. JOHNS RIVER
ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO 1.
EROSION CONTROL NOTES:
ADDITIONAL COST TO THE CITY.
WARRANTED AGAINST DAMAGE OR SHALL BE REPLACED IN KIND AT NO
AS DETERMINED SOLELY BY THE CITY ARBORIST, RELOCATED TREE SHALL BE 5.
TREE ROOTS IN.
PLUMB AND BRACED ON ALL THREE SIDES WITH 2X4 BRACING UNTIL
DURING RELOCATION AND FINAL PLACEMENT, TREE IS TO REMAIN UPRIGHT,4.
PLACEMENT.
WATERED TWICE A DAY FOR A PERIOD OF TWO WEEKS FOLLOWING FINAL
MOVEMENT TO ORIGINAL LOCATION, TREE SHALL BE TWICE A DAY. UPON
WHILE TEMPORARILY RELOCATED, ROOT BALL SHALL BE KEPT WET, WATERING3.
MINIMUM DEPTH OF 24".
SHALL BE A 14" RADIUS MEASURED FROM THE BASE OF THE TRUNK WITH A
THE MINIMUM DUG ROOT BALL DIMENSIONS OF THE RELOCATED PALM TREE2.
CONSTRUCTION IS TO BE RELOCATED TEMPORARILY TO A PREPARED HOLE.
THE 35-F00T PALM TREE LOCATED WITHIN THE PROPOSED LIMITS OF1.
TREE RELOCATION NOTES:
ASSURE ADEQUATE ORGANIC MATTER IN THE SOILS.
PEAT INTO TOP 6 INCHES FOR BOTH SOD AND LANDSCAPE BEDS TO
SOIL AMENDMENTS TO LANDSCAPE BEDS, TILL IN 2 INCHES OF MILLED
WILL BE TURNED ON TO SUPPLY SYSTEM.
REINSTALLATION BY CERTIFIED BACK FLOW TECHNICIAN BEFORE WATER
BACK FLOW WILL HAVE TO BE TESTED AND CERTIFIED AFTER
SPRINKLERS SPACED 10 FEET APART IN ROWS 13 FOOT APART.
NOZZLES.
RAIN BIRD SHRUB ADAPTERS IN LANDSCAPE BEDS 10 FOOT ARC
NOZZLES.
1806 SERIES RAIN BIRD SPRINKLERS IN SOD AREAS 10 FOOT ARC
PINE BARK NUGGETS 3 INCH DEPTH IN LANDSCAPE BEDS.
ST. AUGUSTINE SOD.
INSTALLATION, PLANTED 18 INCHES ON CENTER.
45 JASMINE MINIMA 1 GALLON, FLORIDA #1 IN GRADE, 6X12INCHES AT
INCHES AT INSTALLATION, PLANTED 30 INCHES ON CENTER.
28 HAMELLIA PATENS,3 GALLON, FLORIDA # 1IN GRADE, 20 X20
AND QUALIFICATIONS SHALL APPLY:
5. AT A MINIMUM, THE FOLLOWING LANDSCAPING AND IRRIGATION SPECIFICATIONS
TO NORMAL OPERATION.
THE CONTRACTOR IS RESTORE ALL AFFECTED IRRIGATION SYSTEM COMPONENTS4.
ACCEPTED BY THE CITY AND FINAL PAYMENT ISSUED.
NEWLY PLANTED GRASS OR VEGETATION UNTIL THE PROJECT HAS BEEN
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL3.
WORK.
THAN THE CONDITION EXISTING BEFORE COMMENCING CONSTRUCTION
WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER
ALL PUBLIC AREAS AND PRIVATE PROPERTY DISTURBED BY THIS2.
OR RESODDED TO RESTORE THE ORIGINAL OR BETTER CONDITION.
DISTURBED BY CONTRACTOR’S OPERATIONS SHALL BE LANDSCAPED
ALL AREAS WHERE LANDSCAPING OR SOD HAS BEEN REMOVED OR1.
LANDSCAPING
RIGHT-OF-WAY AND UTILITY EASEMENTS.
PROPERTY AND SHALL MAINTAIN CONSTRUCTION WITHIN THE
CONTRACTOR SHALL NOT ENCROACH ONTO PRIVATE RESIDENTIAL5.
AS PEDESTRIAN AND BICYCLIST TRAFFIC.
AND NON WORKING OPERATION FROM VEHICULAR ACCESS AS WELL
CONTRACTOR TO SECURE CONSTRUCTION SITE DURING WORKING 4.
PERIOD DURING THE COURSE OF THE PROJECT.
IF ANY, SHALL BE LIMITED TO ONE CONTINUOUS 120-HOUR WEEKDAY-ONLY
SEE TRAFFIC CONTROL PLAN, SHEET 4 OF 5. ROAD CLOSURE,
SPECIFICALLY MENTIONED OTHERWISE HEREIN.OPERATIONS, UNLESS
DOMMERICH DRIVE RESIDENCES AT ALL TIMES DURING CONSTRUCTION
CONTRACTOR TO MAINTAIN INGRESS / EGRESS TO AND FROM3.
SIDEWALKS, CURB AND GUTTER, DRIVEWAY APRONS AND WATER METERS.
TRAFFIC CONTROL, PROTECTION OF ALL FINISHED WORK, INCLUDING
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES,2.
FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
THE MAINTENANCE OF TRAFFIC PLAN TO THE CITY OF MAITLAND
STANDARDS, LATEST EDITION. THE CONTRACTOR SHALL SUBMIT
600 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN
MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE INDEX
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE A 1.
MAINTENANCE OF TRAFFIC:
W
1/2" I.R.
FND.
(50’
R/
W)
EASEMENT AGREEMENT
PER FEBRUARY 1, 1963
10’ DRAINAGE EASEMENT
W
SD
STS
STS
STS
11+00
10+00
30" RCP
SS
WATER
WATER
WATER
WATER
1/2" I.R.
FND.
(50’
R/
W)
EASEMENT AGREEMENT
PER FEBRUARY 1, 1963
10’ DRAINAGE EASEMENT
SD
STS
STS
STS
11+00
10+00
30" RCP
SS
WATER
WATER
WATER
WATER
STAGING AREA
REPLACE 2’ OF 30" RCP PIPE
TO BE REPLACED
SYSTEM AND HEADERS (8)
IRRIGATION CONTROL VALVE,
14’-6"
11’-5"
9’-8"3.17’ (LT)
+03.69
O
STA 10+06.86, 20.23’(LT)
BEGIN WATERLINE REMOVAL
TO BE REPLACED IN KIND
EXISTING LANDSCAPING
EXISTING 6" WATER LINE
(SEE NOTES, SHEET 2 OF 6)
FOLLOWING CONSTRUCTION
TREE RELOCATION & REINSTALL
MAITLAND (SEE SHEET 5)
TO BE PROVIDED BY THE CITY OF
NSBB UNIT (11’-10" X 6’-4")
9’ MIN.
2’
45° D.I.P. M.J. BEND
45° D.I.P. M.J. BEND
45° D.I.P. M.J. BEND
STA. 10+00
CL STORM DRAIN MH
45° D.I.P. M.J. BEND
¡ CONST.
STORM SEWER
EXISTING REPLACE 9’ OF 30" RCP PIPE
DO
MM
ERIC
H
DRIV
E
3.17’ (RT)
+15.02
3.17’ (RT)
+03.69
3.17’ (LT)
+15.02
TRAIL
COMANCHE
NOTE 4, THIS SHEET)
TEMPORARY SUPPORT, AND
(SEE SHEET 2 NOTE 12 FOR
EXISTING BURIED TELEPHONE
STA 10+10.85, 14.33’(RT)
AT EXISTING WATER VALVE
END WATERLINE REMOVAL
STA. 10+16.56, 21.01’ (LT)
(SEE DETAIL, SHEET 6 OF 6)
BEGIN WALL REMOVAL
STA. 10+20.00, 12.68’ (RT)
(SEE DETAIL, SHEET 6 OF 6)
END WALL REMOVAL
(SEE DETAIL, SHEET 6 OF 6)
PAVEMENT REPLACEMENT
IRON WATER MAIN.
PROPOSED 6" DUCTILE
CAP DURING CONSTRUCTION.
INSTALL 6" MEGALUG
STA. 10+04.79, 15.57’ (RT)
FOLLOWING CONSTRUCTION
AND FDOT TYPE D CURB REPLACEMENT
END CONCRETE (32’) CURB REMOVAL
STA. 10+00.96, 15.59’ (LT)
CONSTRUCTION
REPLACEMENT FOLLOWING
AND FDOT TYPE D CURB
BEGIN CONCRETE CURB REMOVAL
(SEE DETAIL, SHEET 6 OF 6)
3’ X 3’ X 1’ THICK THRUST COLLAR
CONSTRUCTION
REINSTALL IN EXISTING LOCATION FOLLOWING NSBB
DURING CONSTRUCTION. CONTRACTOR TO
HYDRANT, VALVE AND RELATED APPURTENANCES
TEMPORARILY REMOVE AND STORE EXISTING FIRE
BY EBAA, INC., OR EQUAL
SERIES 1900 AS MANUFACTURED
RESTRAINT HARNESS PER
SPLIT SERRATED RINGS
kernan
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50953
PLAN SHEET
3OCT 2012
STORM SEWER IMPROVEMENTS
DOMMERICH DRIVE
CITY OF MAITLAND AS NOTED
NSBB = NUTRIENT SEPARATING BAFFLE BOX.2.
CONTRACTOR TO MAINTAIN A MINIMUM OF 10’ CLEARANCE TO OVERHEAD POWERLINES OR AS TO MEET OHSA REQUIREMENTS AS NECESSARY.1.
NOTE:
LEGEND:
NSBB UNIT
PAVEMENT REPLACEMENT
N
1"
= 10’
CONTRACTOR SHALL COORDINATE RELOCATION OF BURIED TELEPHONE UTILITY TO ACCOMMODATE NSBB INSTALLATION.4.
ALL JOINTS WILL BE MECHANICAL RESTRAINT JOINTS BY MEANS OF MEGA-LUG RESTRAINTS.3.
EXISTING WATER VALVE
AHEAD
DETOUR
CLOSED ROAD
CLOSED
ROAD
AHEAD
DETOUR
WORK ZONE
DETOUR
DE
TO
UR
DETOUR
DE
TO
UR
DE
TO
UR
DETOUR
DE
TO
UR
ONLY TRAFFIC LOCAL
DETOUR
NTS
DETOUR PLAN
SEE MAINTENANCE OF TRAFFIC GENERAL NOTES, SHEET 2 OF 6.2.
DESIGN STANDARDS, INDEX 600 SERIES.
TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT1.
TRAFFIC CONTROL NOTES:
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4OCT 2012
STORM SEWER IMPROVEMENTS
DOMMERICH DRIVE
CITY OF MAITLAND
TRAFFIC CONTROL PLAN
10/2/2012
P:\
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P:\
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Road
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n02.d
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8:5
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STORM SEWER IMPROVEMENTS
DOMMERICH DRIVE
CITY OF MAITLAND
Suntree Technologies Inc.
PH: 321-637-7552
798 Clearlake Road, Cocoa, Florida
Fax: 321-637-7554
32922
FRONT VIEW
DATE:REVISIONS:
REVISIONS:
FILE NAME:
DATE:
DATE:
PROJECT:
DRAWING #:
pipe parallel with the surface of the pipe
9.81 sq.ft.14. Area between the skimmer and the outflow
4.39 sq.ft.13. Area of pipe in line with skimmer
5.83 sq.ft.12. Flow area under skimmer
SKIMMER SPECIFICATIONS:
196.60 cu.ft.11. Total sediment volume
78.33 cu.ft.10. Volume of third sediment chamber
51.66 cu.ft.9. Volume of second sediment chamber
66.60 cu.ft.8. Volume of first sediment chamber
SEDIMENT STORAGE:
27.88 cu.ft.7. Screen system storage volume
below the ceiling of the pipe
5.87 sq.ft.6. Minimum by-pass around screen system
below the ceiling of the pipe
6.75 sq.ft.5. Minimum by-pass through screen system
with 75% blockage
4.54 sq.ft.4. Open orifice area in screen system
with 50% blockage
9.08 sq.ft.3. Open orifice area in screen system
18.17 sq.ft.2. Open orifice area in screen system
SCREEN SPECIFICATIONS:
4.90 sq.ft.1. Pipe inflow area (Drawn as 30" RCP)
SKIMMER SPECIFICATIONS
SCREEN SYSTEM, SEDIMENT COLLECTION CHAMBERS, AND
FLOW & BY-PASS SPECIFICATIONS FOR BIOMASS SEPARATING
THREE WATER TIGHT CHAMBERS.
7. BAFFLES WILL BE SEALED WITH GROUT TO FORM
STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH)
WITH THE INSIDE SURFACE OF THE CONCRETE
6. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH
5. ALL WALLS, TOP, AND BOTTOM ARE 8" THICK.
4. JOINT SEALANT: BUTYL RUBBER SS-S-00210
AASHTO.
3. SUPPORTS AN H20 LOADING AS INDICATED BY
2. REINFORCING: ASTM A-615, GRADE 60.
fc-5,000 PSI.
1. CONCRETE 28 DAY COMPRESSIVE STRENGTH
Notes:
FLOW FLOW
CRITERIA
WILL BE BASED ON SITE SPECIFIC
PEAK DESIGN FLOW
15 cfs
TREATMENT DESIGN FLOW
OF THE OUTFLOW PIPE.
BE BELOW THE INVERT NOTSHOULD
4. NVERT OF THE INFLOW PIPE
GROUT.
3. BAFFLES SHOULD BE SEALED WITH
BAFFLES.
BE EVEN WITH THE TOP OF THE
2. INVERT OF OUTFLOW PIPE SHOULD
BEYOND FLUSH)
STRUCTURE. (CAN NOT INTRUDE
SURFACE OF THE CONCRETE
TO BE FLUSH WITH THE INSIDE
1. INFLOW AND OUTFLOW PIPES ARE
INSTALLATION NOTES:
LEVEL
WATER
STATIC
f NUTRIENT SEPARATING BAFFLE BOXdSUNTREE TECHNOLOGIES INC. MODEL NO: NSBB-5-10-181-DOMMERICH DRIVE-3
PATENTEDAND PATENTS PENDING
798 CLEARLAKE RD. SUITE #2 dSUNTREE TECHNOLOGIES INC.
COCOA, FL. 32922
f NUTRIENT SEPARATING BAFFLE BOXdSUNTREE TECHNOLOGIES INC.
SCALE:SF = 72
DRAFTER: T.H.2. UNITS =INCHES
02-09-19-12-02
NSBB-5-10-181-DOMMERICH DRIVE-3-SBFMODEL NO: NSBB-5-10-181-DOMMERICH DRIVE-3
65.63’
INVERT
65.49’
INVERT
ELEV. 60.83’
ELEV. 77.20’
FINISH GRADE
77.24’
TOP OF VAULT
DOMMERICH DRIVE-MAITLAND, FL
41
3721
38
dSuntree Technologies Inc. PATENTED
81
11085
97
31 2483
3681
381
341
6 41
6
85
1843
1443
14
21
1
81
51
21
46
87
48
PATENTED
6"TO12" GRAVEL FOR LEVELING
14
83
26
41
6
87
27
PATENTED
6"TO12" GRAVEL FOR LEVELING
41
23
83
33
87
27
83
140
43
15241
23
83
33
DEFLECTORS
TURBULENCE
CL
GROUT TYP
PATENTED
ABSORPTION BOOM
HYDROCARBON
30" RCP TYP.
)TMFLOATING SKIMMER (SKIMBOSS
24" X 36" HATCHES
CAST INTO THE CONCRETE
HINGED LIDS
SCREEN SYSTEM WITH
34" X 73" X 23" TALL
HINGED
SCREENED BOTTOMS
MEDIA FILTER
WITH BOLD AND GOLD
UPFLOW FILTER
85
56
87
17
21
4687
58
INTRUDE INTO THE VAULT.
AS NEEDED SO THAT THE GROUT DOES NOT
INSIDE SURFACE OF THE VAULT. THEN FILL IN
END OF THE PIPE IS HELD 2" SHORT OF THE
THE PIPES SHOULD BE SIZED SO THAT THE
INTO THE VAULT. WHEN GROUTING THE PIPES,
THE PIPES AND GROUT CAN NOT INTRUDE 4.
NEEDED.
COMPONENTS IN AND OUT OF THE VAULT AS
CRANE MAY BE REQUIRED TO MOVE THESE
SKIMBOSS FILTRATION SYSTEM. THE ONSITE
THE SCREEN SYSTEM, DEFLECTORS, AND
SPECIALIZED INTERNAL COMPONENTS SUCH AS
RESPONSIBLE FOR INSTALLING ALL THE
A SUNTREE INSTALLATION CREW WILL BE 3.
WRAP.
CONCRETE SECTIONS WITH EXTERNAL JOINT
MAN TO WRAP EACH JOINT BETWEEN THE
WILL HAVE TO BE WIDE ENOUGH TO ALLOW A
THE TRENCH BOX USED FOR THE EXCAVATION 2.
NON-SHRINK GROUT.
THE OPENINGS ARE TO BE SEALED WITH
ALL CONCRETE SECTIONS ARE SET IN PLACE
AS A PART OF SEALING THE VAULT, AFTER 1.
SPECIAL INSTALLATION NOTES:
87
2785
18
21
1
OF THE VAULT
WITH THE INSIDE SURFACE
PIPE GROUT TO BE FLUSH
OF THE VAULT
WITH THE INSIDE SURFACE
PIPE GROUT TO BE FLUSH
81
3
81
3
SCREEN SYSTEM
AND PYLON IN THE
USE PIVOTING PANEL
NEEDED.
WITH THE INSTALLATION CONTRACTOR AS
THE DELIVERY OF THE TREATMENT SYSTEM
SUNTREE, AND SUNTREE WILL COORDINATE
PURCHASE THE TREATMENT SYSTEM FROM
THE CITY OF MAITLAND WILL DIRECTLY
FOR INSTALLATION QUESTIONS CONTACT SUNTREE.
Suntree Technologies Inc.
PH: 321-637-7552
798 Clearlake Road, Cocoa, Florida
Fax: 321-637-7554
32922
4" BAFFLE TYP
FLOORS OF VAULT
TO BE SLOPED
BAFFLE BOX DETAILS
OCT 2012
FOR INFORMATION ONLY
kernan
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NONE
10/2/2012
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SPECIAL DETAILS
VERTVERT HORIZVERTHORIZVERTHORIZ HORIZ
HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS
FIGURE A116
GENERAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A
ORANGE COUNTY UTILITIES
STANDARD DRAWINGS
WATER, WASTEWATER AND RECLAIMED WATER MAINS
SEPARATION REQUIREMENTS FOR
UTILITY
PROPOSED
POTABLE WATER
WATER
RECLAIMED
(GRAVITY AND FM)
WASTEWATER
WATER
POTABLE
WATER
RECLAIMED
(GRAVITY & FM)
WASTEWATER STORM SEWER
NOTE 1
3’
NOTE 3
6’
12"
NOTE 3
12"NOTE 1
3’
NOTE 1
3’
NOTE 1
3’
NOTE 1
3’
NOTE 1
3’
NOTE 1
3’NOTE 3
12"
NOTE 3
12"
12"
NOTE 3
6’NOTE 3
12"
12"
12"12"
NOTE 2 & 3
12"/18"
NOTE 2
12"/18"
NOTE 2
12"/18"
RIGHT OF WAYNOTE 1
3’NOTE 1
3’NOTE 1
3’N/A N/A N/A N/A N/A
NOTE 1 & 3
3’
NOTE 1 & 3
3’NOTE 1 & 3
3’
DATE: February 11, 2011
FINISHED GRADE
LOCATING WIRE
LOCATING WIRE
PIPE LOCATING WIRE FIGURE A114
GENERAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A
ORANGE COUNTY UTILITIES
STANDARD DRAWINGS
OR RECLAIMED MAIN
WASTEWATER,
WATER,
(SEE NOTE 1)
3 PER JOINT
NYLON STRAPS,
LOCATING WIRE SHALL2.
STRAPS TO TOP CENTERLINE OF THE PIPE.
CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON
ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) 1.
NOTES:
WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED.3.
ABOVE TOP OF COLLAR.
BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12"
DATE: February 11, 2011
(SE
E N
OT
E 2)
TR
EN
CH B
AC
KFIL
L
12"
LIF
TS M
AXIM
UM
W/ SIZE OF PIPE
VARIES
SEE NOTE 4
PIPE O.D.COMMON FILL
BEDDING MATERIAL
12" (TYP)
UNDISTURBED EARTH
FINISHED GRADE
REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.
COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION
REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE
FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE 9.
UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION.
ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF
DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING 8.
PIPE DIAMETER 16" AND LARGER.
BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR 7.
FLOW.
ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE 6.
WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.5.
DIAMETER 24" AND LARGER.
15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE 4.
TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE.3.
MAXIMUM DENSITY AS PER AASHTO T-180.
TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE 2.
THE MAXIMUM DENSITY AS PER AASHTO T-180.
OF INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT)1.
NOTES:
TRENCH WIDTH
FILL
SELECT COMMON BACKFILL
INITIAL
NO
TE 1)
(SE
E
NO
TE 3)
(SE
EHAUNCHING
BEDDING
(SEE NOTES 7 & 8)
BEDDING AND TRENCHING - TYPE A FIGURE A101
GENERAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A
ORANGE COUNTY UTILITIES
STANDARD DRAWINGS
DATE: February 11, 2011
OR STORM WATER MANHOLE OR STRUCTURE.
5.NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY
4.DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.
AND OCU.
MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP
REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS
3.THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION
24 INCHES. OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES.
THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN
2.THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE
ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.
THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN
MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH
1.THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND
NOTES:
NO.D DIA.
TIE RODS REQ’D
2
4
4
4
6
83/4
3/4
3/4
3/4
3/4
3/4
23/4
MIN.
TRENCH
LIMITS
A
C
#4 BARS
BA(INCHES)SIZEPIPE
5.0
4.0
3.0
3.0
2.5
6.0
5.0
8
16
12
10
24
20
9.0
8.0
6.0
3.5
2.5
2.02.06
3" COVER
D (9’-0" MIN)
150
C
SCHEDULE OF DIMENSIONS AND MATERIALS
DIMENSIONS (FT.)
1.5
1.5
1.5
1.0
1.0
1.0
1.0
9" MIN (TYP)
2000 LBS/SF SOIL RESTRAINT BEARING.
NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF
REQUIREMENTS
FOR PIPE BEDDING
SEE TRENCH DETAILS
1-1/2" PVC SLEEVE
ENCASE TIE RODS IN
EARTH
UNDISTURBED
(TYP)
BEARING PLATE
4" X 4" X 1/2" STEEL (SEE SCHEDULE BELOW)
INCLUDING NUTS AND WASHERS
TIE RODS (ASTM A307 B)
JOINTS
MECHANICAL
AROUND PIPE)
AROUND (MIN 2" CLEARANCE
ALL #4 BARS @ 6" O.C.
FIGURE A105-1
GENERAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A
ORANGE COUNTY UTILITIES
STANDARD DRAWINGS
WATER AND RECLAIMED WATER MAINS
THRUST COLLAR (150 psi)DATE: February 11, 2011
18"
B
STORM SEWER IMPROVEMENTS
DOMMERICH DRIVE
CITY OF MAITLAND
OCT 2012
CURB
FIRE HYDRANT ASSEMBLY FIGURE A203
GENERAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A
ORANGE COUNTY UTILITIES
STANDARD DRAWINGS
FIBERMESH
SHEAR PAD WITH
6" THICK CONCRETE
APPROX 7.5’ X 3.5’ MIN FIXED CONCRETE EDGES (TYP)
EXPANSION FIBER MATERIAL BETWEEN
SIDEWALK
VALVE BOXCONCRETE
ROAD
CONCRETE
ANCHORING TEE)
VALVE (REQUIRED AT
BACKFILL
COMPACTED
COUPLING
DI ANCHORING
3’ TO 5’
DUCTILE IRON
FDOT #57 STONE (6" MIN)
ANCHORING TEE
STANDARD CONFIGURATION
EDGE OF PAVEMENT
POTABLE WATERMAIN
ASSEMBLY
FIRE HYDRANT
SIDEWALK
ALTERNATE CONFIGURATION
EDGE OF PAVEMENT
POTABLE WATERMAIN
ASSEMBLY
FIRE HYDRANT
SIDEWALK
DATE: February 11, 2011
REQUIRED FOR LINE STOPS.7.
6. DESIGN PRESSURE:______ PSI.
THE THRUST COLLAR.
FRICTION BETWEEN THE PIPE WALL AND
5. NO ALLOWANCE SHALL BE MADE FOR
PRIOR TO BACKFILL.
4. ALL FORM BOARDS SHALL BE REMOVED
THE STANDARD DRAWINGS.
SHALL BE AS SPECIFIED ELSEWHERE IN
3. BEDDING, BACKFILL AND COMPACTION
CONCRETE SHALL BE 3000 PSI.
2. MINIMUM COMPRESSIVE STRENGTH FOR
BE AS SPECIFIED BY THE ENGINEER.
1.ADDITIONAL REINFORCEMENTS SHALL
NOTES:
BONNET COLORS: TO BE DETERMINED BY FLOW TEST.3.
BARREL COLORS: PRIVATE HYDRANTS - RED; PUBLIC HYDRANTS - SILVER.2.
CENTER OF THE FLANGE CONNECTION SHALL BE 5" FROM THE TOP OF THE SLAB.1.
: NOTES
30" MIN
GRADE
FIGURE A120
GENERAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A
ORANGE COUNTY UTILITIES
STANDARD DRAWINGS
(TYPICAL)
WATER AND RECLAIMED WATER SERVICES
STOP (TYP)
CORPORATION
PE TUBING
CURB
STANDARD ROADWAY
CENTERLINE
SERVICE AND LABELED WITH THE LOT NUMBER(S) IT SERVES.
ABOVE THE GROUND. TOP OF STAKE SHALL BE PAINTED THE COLOR OF THE UTILITY
CONTRACTOR TO LOCATE CURB STOP BY PLACING A 2" X 2" SQUARE STAKE RISING 24" 2.
SIDEWALK AND CURB.
CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEEN 1.
NOTES:
(SEE NOTE 2)
STAKE
(SEE NOTE 1)
CURB STOP
(SEE NOTE 1)
CURB STOP
(SEE NOTE 2)
STAKE
SIDEWALK (TYP)
LIM
ITS
RIG
HT O
F W
AY
LIM
ITS
RIG
HT O
F W
AY
DATE: February 11, 2011
STREET
HOME
PROPERTY LINE
DRIV
EW
AY
RIGHT-OF-WAY LINE
CLEAN-OUT
RECLAIMED WATER MAIN
MANHOLE
SIDEWALK SIDEWALK
EDGE OF PAVEMENT
C ROADL
FIGURE A118
GENERAL
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX A
ORANGE COUNTY UTILITIES
STANDARD DRAWINGS
PROPERTY LINE
WA
ST
EW
AT
ER
LA
TE
RA
L
EDGE OF PAVEMENT
RW S
ER
VIC
E
(SEE NOTE 2)
DOUBLE WATER SERVICE
(SEE NOTE 1)
DOUBLE CHECK VALVE
POTABLE WATER MAIN
WASTEWATER GRAVITY MAIN
M M M M
METER BOX
(TYP)
CURB STOP
(TYP)
WATER METERS
RECLAIMED
(TYP)
BOX
CORPORATION STOP (TYP)
CURB STOP
STOP
CORPORATION
METERS (TYP)
POTABLE WATER BOX
METER
RESIDENTIAL SERVICE LOCATIONS (TYPICAL)DATE: February 11, 2011
CONTRACTOR.
WASTEWATER LATERAL CLEAN-OUTS TO BE INSTALLED BY BUILDING PLUMBING 5.
PREVENTOR TO BE INSTALLED BY BUILDING PLUMBING CONTRACTOR.
METER AND BOX TO BE INSTALLED BY OCU AND DOUBLE CHECK BACKFLOW 4.
DETAIL A120 AND WASTEWATER LATERALS PER DETAIL A305.
SITEWORK CONTRACTOR TO INSTALL WATER AND RECLAIMED WATER SERVICES PER 3.
UNAVAILABLE. BACKFLOW PREVENTERS ARE NOT REQUIRED.
EACH POTABLE WATER SERVICE WILL SERVE ONE LOT IF RECLAIMED WATER IS 2.
PREVENTER.
AVAILABLE. EACH SERVICE MUST BE EQUIPPED WITH A DOUBLE CHECK BACKFLOW
EACH POTABLE WATER SERVICE WILL SERVE TWO LOTS IF RECLAIMED WATER IS 1.
NOTE:
SAW CUTSLOPE VARIES
10’-12’
RECONSTRUCTIONPAVEMENT
MATCH EXIST.
�
1
1
UNIT
NSBB
WATER LINE
ROADWAY DETAIL
ROADWAY RECONSTRUCTION
RECONSTRUCTION DETAIL
SEE ROADWAY
PROPOSED 30" RCP
TO BE REPLACED
EXSITING WALL
SALVAGE STONE FACADE
INDEX #514
PER FDOT STD
O.B.G. 01
SOD
NTS
NTS
WALL DETAIL
COORDINATE COLOR IN ADVANCE WITH CITY.
PAINT ALL WALL SURFACES TO MATCH.
PAINTED STUCCO FINISH.
PROPOSED CONCRETE BLOCK WALL WITH
SEWER MANHOLE
EXISTING STORM
SALVAGE
CONCRETE STONE CAP
(LOCATE)
STD. INDEX 300
FDOT CURB TYPE D
DENSITY PER AASHTO T-180.
95-PERCENT OF THE MAXIMUM DRY
COMPACT SUBGRADE TO A MINIMUM OF
VARIES
")21FRICTION COURSE FC-12.5 (1
")21TYPE SP STRUCTURAL COURSE (1
OPTIONAL BASE GROUP 01 (4")
TYPE SP
FC-12.5 & PAVEMENT
EXISTING ROADWAY
EXISTING BASE