city of maitland … · · 2014-05-19richardson, tx 75082 2400 n. glenville investigations mci...

10/2/2012

kernan

P:\

PR50953\cadd\

Road

way\keyrd01.d

gn

8:5

9:0

2

AM

SDP

SDP

ORLANDO, FL

NONEJW

GK

6

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


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

kernan

SDP

SDP

ORLANDO, FL

JW

GK

6

50953

2

NONE

10/2/2012

P:\

PR50953\cadd\

Road

way\

GE

N

NO

TE

S2.d

gn

8:5

9:0

9

AM


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



STA. 10+00

CL STORM DRAIN MH


¡ 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)


END WALL REMOVAL


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


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

SDP

SDP

ORLANDO, FL

JW

GK

6

50953

PLAN SHEET

3OCT 2012


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:

kernan

SDP

SDP

ORLANDO, FL

NONEJW

GK

6

50953

4OCT 2012


DOMMERICH DRIVE

CITY OF MAITLAND

TRAFFIC CONTROL PLAN

10/2/2012

P:\

PR50953\cadd\

Road

way\Pla

n02.d

gn

8:5

9:2

3

AM

10/2/2012

P:\

PR50953\cadd\

Road

way\Pla

n02.d

gn

8:5

9:2

3

AM

kernan

SDP

SDP

ORLANDO, FL

JW

GK

6

50963

5

NONE

10/2/2012

8:5

9:3

9

AM

P:\

PR50953\cadd\

Road

way\S

PD

TR

D01.D

GN


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



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

SDP

SDP

ORLANDO, FL

JW

GK

6

50963

6

NONE

10/2/2012

8:5

9:4

0

AM

P:\

PR50953\cadd\

Road

way\S

PD

TR

D01.D

GN

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


APPENDIX A


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"


(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


APPENDIX A


STANDARD DRAWINGS


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


APPENDIX A


STANDARD DRAWINGS

WATER AND RECLAIMED WATER MAINS

THRUST COLLAR (150 psi)DATE: February 11, 2011

18"

B


DOMMERICH DRIVE

CITY OF MAITLAND

OCT 2012

CURB

FIRE HYDRANT ASSEMBLY FIGURE A203

GENERAL


APPENDIX A


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


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


APPENDIX A


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


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


APPENDIX A


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

city of maitland … · · 2014-05-19richardson, tx 75082 2400 n. glenville investigations mci...

Documents