Y22-7003-ZR_Drawings.pdf

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMMINGS

ORANGE COUNTY MAYOR

NICOLE H. WILSON

DISTRICT 1

CHRISTINE MOORE

DISTRICT 2

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

EMILY BONILLA

DISTRICT 5

VICTORIA P. SIPLIN

DISTRICT 6

BYRON W. BROOKS, AICP

COUNTY ADMINISTRATOR

ED TORRES, M.S., P.E., LEED AP

DIRECTOR ORANGE COUNTY UTILITIES DEPARTMENT

OCU FILE NO.: 97811

CIP FUNDING CODE:

1539-0051

ATTENTION IS DIRECTED TO THE FACT THAT THESE

PLANS MAY HAVE BEEN REDUCED IN SIZE BY

REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA. DIMENSION

INFORMATION SHOULD NOT BE OBTAINED BY

SCALING THE PLANS.

ORANGE COUNTY UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

(407) 254-9900

LAKE UNDERHILL FORCE MAIN

REPLACEMENT

100% CONSTRUCTION DRAWINGS

AUGUST 2021SEPTEMBER

SCALE:

9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

LOCATION MAP

N

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

LOCATES SUNSHINE ONE CALL----------------------------------- 800-432-4770

ELECTRIC DUKE ENERGY-------------------------------------------- 407-398-6670

GAS TECO PEOPLES GAS------------------------------------ 407-420-6609

FIBER OPTIC COMMCAST COMMUNICATIONS--------------------- 407-312-5944

FIBER OPTIC LEVEL 3 COMMUNICATIONS--------------------------- 720-888-2061

PHONE BRIGHT HOUSE NETWORKS-------------------------- 407-532-8509, 407-532-8520

UTILITIES ORANGE COUNTY DISPATCH ------------------------ 407-254-9798 (24-HR ASSISTANCE)

EMERGENCY NUMBERS

PHONE CENTURY LINK--------------------------------------------- 407-815-5344, 407-557-6766 PHONE MCI------------------------------------------------------------- 972-729-6016

PHONE SMART CITY TELECOM---------------------------------- 407-828-6648

PHONE TW TELECOM------------------------------------------------ 407-215-6895

SYMBOL, ABBREVIATIONS AND LEGENDS

GENERAL NOTES

1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY

OF INCLUDING, BUT NOT LIMITED TO; WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY

MAINS, RECLAIMED WATER MAINS, ELECTRIC, GAS, CABLE TV, TELECOMMUNICATIONS,

STORM WATER, FIBER OPTIC AND OTHER UNDERGROUND FACILITIES. MAIN LOCATIONS

SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING EXISTING UTILITY LOCATIONS.

2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

OCU DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR.

3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTION SECTION, FIELD

SERVICES DIVISION AT LEAST 10 CALENDAR DAYS PRIOR TO COMMENCEMENT OF THE

CONSTRUCTION PROJECT BY CALLING (407) 254-9798.

4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTOR IN ACCORDANCE

WITH TABLE 4110-1 "UTILITIES' SCHEDULE OF NOTIFICATIONS IN THIS MANUAL.

5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE

OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE STANDARDS, AND CONSTRUCTION

SPECIFICATIONS, AND APPENDIX D IN THIS MANUAL.

6. ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO; WATER MAINS, FORCE MAINS, RECLAIMED WATER MAIN, SANITARY GRAVITY PIPES, STORM WATER PIPES, ELECTRIC, TELEPHONE, GAS, CABLE TV AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE

PROJECT WILL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT

WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, CURBS, OR

STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT

LIMITED TO; PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE

HYDRANTS, MANHOLE COVERS, AND METERS. ALL ADJUSTMENTS SHALL BE MADE TO

CURRENT STANDARDS.

8. ONLY OCU PERSONNEL SHALL OPERATE EXISTING OCU WATER, WASTEWATER, AND

RECLAIMED WATER VALVES. THE CONTRACTOR IS RESPONSIBLE FOR OPERATING ANY

NEWLY INSTALLED VALVE THAT HAS NOT BEEN CLEARED FOR USAGE BY FDEP AND OCU. THE

CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR

OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE.

9. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR

RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE-APPROVED

INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE AND

WRITTEN NOTICE SHALL BE GIVEN TO AFFECTED CUSTOMERS AT LEAST 4 WORKING DAYS IN

ADVANCE.

10.THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND / OR HAULING OF WASTEWATER

DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE

CONTRACTOR SHALL SUBMIT A BYPASS OR HAUL PLAN, REVIEWED AND APPROVED BY A

PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING AND TO THE INSPECTOR

FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR.

11. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED

DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP.

DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS

UNLESS CLEARED BY FDEP AND OCU.

12.THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH AN APPROVED BACKFLOW

PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER

SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER.

ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCE MAIN

SHALL ALSO BE EQUIPPED WITH AN APPROVED BACKFLOW PREVENTER.

13.FOR PVC PIPE, NO JOINT DEFLECTION OR PIPE BENDING IS ALLOWED. ALIGNMENT CHANGE

SHALL BE MADE ONLY WITH FITTINGS.

14.FOR DIP PIPE, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED

WITH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE

JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED

75 PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION.

15.FOR APPROVED PVC OR HDPE PIPE USED IN A HORIZONTAL DIRECTIONAL DRILL

INSTALLATION, THE CURVATURE AND/OR DEFLECTION SHALL NOT EXCEED THE PARAMETERS

ESTABLISHED IN THIS MANUAL.

16. ALL DAMAGE TO ORANGE COUNTY INFRASTRUCTURE, PIPELINES, AND ASSETS SHALL BE

REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE WITH AN

APPROVED METHOD BY THE COUNTY. IF THE REPAIR IS NOT PERFORMED IN A TIMELY

MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY

MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES

ASSOCIATED WITH THE REPAIR.

17.THE CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL SANITARY SEWER OVERFLOWS (SSO)

ASSOCIATED WITH THE WORK, REGARDLESS OF FAULT. THE CONTRACTOR WILL BE

ASSESSED PENALTIES FOR ANY AND EACH SSO AS SPECIFIED IN SECTION 3110, GENERAL

CONSTRUCTION REQUIREMENTS.

SURVEY NOTES

SURVEYOR’S REPORT

TOPOGRAPHIC SURVEY

FORCE MAIN REPLACEMENT

LAKE UNDERHILL ROAD

ORANGE COUNTY, FLORIDA

ARTICLE I

DEFINITIONS, GENERALLY:

CLIENT: SHALL MEAN ORLANDO UTILITY COMMISION.

SURVEYOR: SHALL MEAN THE FIRM OF ATKINS NORTH AMERICA, INC., DULY AUTHORIZED TO PRACTICE SURVEYING AND MAPPING BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES UNDER

CERTIFICATE OF AUTHORIZATION NO. LB24.

SURVEY MAP: SHALL MEAN THE GRAPHIC DEPICTION OF THE TOPOGRAPHIC SURVEY IN THE FORM OF THE “TOPOGRAPHIC SURVEY” MAP MADE A PART HEREOF AND INCORPORATED HEREIN BY REFERENCE.

PROJECT AREA: SHALL MEAN THAT AREA INDICATED IN ARTICLE III OF THIS REPORT, REFERENCE TO WHICH IS MADE

FOR A MORE FULL AND COMPLETE DESCRIPTION THEREOF.

ARTICLE II

MAP/REPORT OF TOPOGRAPHIC SURVEY:

SEE SURVEY MAP/REPORT AS INCORPORATED HEREIN AND MADE A PART HEREOF BY REFERENCE. THE DATE OF COMPLETION OF ORIGINAL FIELD SURVEY (THE “SURVEY DATE”) IN CONNECTION WITH SAME WAS ON MARCH 10, 2020.

ARTICLE III

GENERAL DESCRIPTION OF PROJECT AREA:

THAT PORTION OF LAKE UNDERHILL ROAD IN ORANGE COUNTY, FLORIDA, THE SAME AS MORE FULLY SHOWN ON THE

SURVEY MAP ANNEXED HERETO AND MADE A PART HEREOF.

ARTICLE IV

ACCURACY:

THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE “STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF FLORIDA,” PURSUANT TO RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE IS “COMMERCIAL/HIGH RISK.”

THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 10,000 FEET. ALTHOUGH A BOUNDARY SURVEY WAS NOT PERFORMED, THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. FOR MORE INFORMATION REGARDING METHODS AND PROCEDURES FOR THIS SURVEY, REFER TO THE BOUNDARY INCONSISTENCIES PORTION (ARTICLE VII)

OF THIS REPORT.

ARTICLE V

SOURCES OF DATA:

1. BEARINGS AS SHOWN HEREON REFER TO A CALCULATED BEARING OF N 89°58’48” E ALONG THE CENTERLINE OF

LAKE UNDERHILL ROAD.

2. ALL FEATURES AND BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM FOR THE EAST ZONE OF

FLORIDA, NORTH AMERICAN DATUM OF 1983/2011 ADJUSTMENT (NAD83/11).

3. ELEVATIONS AS DEPICTED ON THE SURVEY MAP ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88).

4. ORANGE COUNTY BENCHMARK NUMBER C1309032, ELEVATION +88.83 FEET WAS USED FOR VERTICAL CONTROL.

THE BENCHMARK IS A 3 1/2" ALUMINUM ORANGE COUNTY CONTROL DISC SET IN A CONCRETE PAD FOR LARGE WATER VALVES, 115 FEET, MORE OR OR LESS WEST OF THE CENTERLINE OF CHICKASAW TRAIL AND 35 FEET, MORE OR LESS, SOUTH OF THE CENTERLINE OF THE ENTRANCE TO FLORIDA HOSPITAL (EAST.

5. ORANGE COUNTY BENCHMARK NUMBER C1309028, ELEVATION +82.578 FEET WAS USED FOR VERTICAL CONTROL. THE BENCHMARK IS A 3 1/2" ALUMINUM ORANGE COUNTY CONTROL DISC SET IN NORTH END OF THE DROP INLET ON THE EAST SIDE CHICKASAW TRAIL AND IS LOCATED 900 FEET SOUTH, MORE OR LESS FROM THE CENTERLINE OF OF LAKE UNDERHILL ROAD AND 45 FEET, MORE OR LESS EAST FROM THE CENTERLINE OF CHICKASAW TRAIL.

6. TAX FOLIO DATA PUBLISHED BY THE ORANGE COUNTY PROPERTY APPRAISER’S OFFICE FOR THE 2019 TAX YEAR

(FOR REFERENCE ONLY).

7. SUBSURFACE UTILITIES INDICATED ON THE SURVEY MAP WERE LOCATED BASED ON SURFACE MARKS PLACED

BY OTHERS.

8. SUNSHINE STATE ONE-CALL OF FLORIDA WAS CONTRACTED ON FEBRUARY 7, 2020 AND DESIGN TICKET NUMBER 038001215 WAS ISSUED FOR NON-EXCAVATION PURPOSES ONLY. THIS TICKET NUMBER SHOULD BE REFERRED TO BY CONTRACTORS WHEN CALLING FOR PRE-CONSTRUCTION EXCAVATION TICKETS. THE FOLLOWING COMPANIES

PROVIDE SERVICES WITHIN THE PROJECT AREA:

AMERICAN TRAFFIC SOLUTIONS

CHARTER COMMUNICATIONS

BLACK & VEATCH, ORLANDO

CENTURYLINK

DUKE ENERGY

COMCAST COMMUNICATIONS

MCI

ARTICLE VI

LIMITATIONS:

1. SINCE NO OTHER INFORMATION OTHER THAN WHAT IS CITED IN THE SOURCES OF DATA WERE FURNISHED, THE CLIENT IS HEREBY ADVISED THAT THERE MAY LEGAL RESTRICTIONS ON THE PROJECT AREA THAT ARE NOT SHOWN ON THE SURVEY MAP OR CONTAINED WITHIN THIS REPORT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ORANGE COUNTY, OR ANY OTHER PUBLIC AND PRIVATE ENTITIES AS THEIR JURISDICTIONS MAY APPEAR. THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP OR POSSESSION OF THE PROJECT AREA BY ANY ENTITY OR

INDIVIDUAL WHO MAY APPEAR OF PUBLIC RECORD.

2. NO EXCAVATION OR DETERMINATION WAS MADE AS TO HOW THE PROJECT AREA IS SERVED BY UTILITIES.

SUBSURFACE UTILITIES, INCLUDING, BUT WITHOUT LIMITATION TO PIPES, WIRES, VAULTS, BOXES, DRAIN TILES, VOIDS, CABLES AND OTHER MATERIALS ANCILLARY TO THE DELIVERY AND/OR DISPOSAL OF WATER, WASTEWATER, SEWAGE, ELECTRICITY, GAS, TELEPHONE SERVICE, CABLE TELEVISION &C. AS THEY MAY EXIST WITHIN, UPON, ACROSS OR ABUTTING THE PROJECT AREA WERE NOT LOCATED AND ARE NOT SHOWN. IN ADDITION, THE FOUNDATIONS OF THE EXISTING SURFACE STRUCTURES AS THEY MAY EXIST WITHIN, UPON, ACROSS OR ABUTTING THE PROJECT AREA WERE NOT LOCATED. THIS NOTICE IS REQUIRED BY THE “STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE

STATE OF FLORIDA,” PURSUANT TO RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE.

3. SUBSURFACE SOIL CONDITIONS WERE NOT DETERMINED, AS THIS FALLS OUTSIDE THE PURVIEW OF THIS SURVEY. THESE CONDITIONS MAY INCLUDE THE DETERMINATION OF WETLANDS, FILLED-IN AREAS, GEOLOGICAL/ARCHEOLOGICAL CONDITIONS OR POSSIBLE CONTAMINATION BY HAZARDOUS LIQUID OR SOLID WASTE

THAT MAY OCCUR WITHIN, UPON, ACROSS, ABUTTING OR ADJACENT TO THE PROJECT AREA.

4. WELL-IDENTIFIED FEATURES AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN ESTIMATED

HORIZONTAL POSITIONAL ACCURACY OF 1/10 FOOT.

5. THE ELEVATIONS OF WELL-IDENTIFIED FEATURES AS DEPICTED ON THE SURVEY MAP WERE MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 1/10 FOOT FOR NATURAL GROUND SURFACES AND 1/100 FOOT FOR

HARDSCAPE SURFACES.

6. NOTICE IS HEREBY GIVEN THAT SUNSHINE STATE ONE CALL OF FLORIDA, INC. MUST BE CONTACTED AT 1-800-432-4770 AT LEAST 2 BUSINESS DAYS IN ADVANCE OF ANY CONSTRUCTION, EXCAVATION OR DEMOLITION ACTIVITY WITHIN, UPON, ABUTTING OR ADJACENT TO THE PROJECT AREA. THIS NOTICE IS GIVEN IN COMPLIANCE WITH THE “UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT,” PURSUANT TO CHAPTER 556.101-111 OF

THE FLORIDA STATUTES.

7. THE SURVEY MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 INCH = 30 FEET IN ENGLISH UNITS OF MEASUREMENT. ATTENTION IS DRAWN TO THE FACT THAT SAID SCALE MAY BE ALTERED BY REPRODUCTION. THIS

MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.

8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS

PROHIBITED

WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES

9. THIS PRODUCT DOES NOT REPRESENT A BOUNDARY SURVEY OF THE PROJECT AREA. ALL UNDERLYING RIGHT OF WAY, TRACT AND OTHER BOUNDARIES AS DEPICTED ON THE SURVEY MAP WERE ACQUIRED FROM DOCUMENTS OF

PUBLIC RECORD AND ARE INDICATED FOR INFORMATIONAL PURPOSES ONLY.

ARTICLE VII

BOUNDARY INCONSISTENCIES:

1. ALTHOUGH THIS PRODUCT DOES NOT REPRESENT A BOUNDARY SURVEY, CLOSED GEOMETRIC FIGURES WERE MEASURED IN THE FIELD AND MATHEMATICALLY VERIFIED IN A MANNER CONSISTENT WITH SURVEYS FOR COMMERCIAL/HIGH RISK URBAN AREAS. COMPARISONS BETWEEN PLAT, MEASURED AND CALCULATED VALUES, WHEN

THEY APPLY, ARE AS NOTED ON THE SURVEY MAP.

2. THE EXISTENT REALIGNED THEO. DICKINSON DRIVE AS SHOWN IS NOT A DEDICATED RIGHT OF WAY OR

EASEMENT.

ARTICLE VIII

APPARENT PHYSICAL USE:

1. THE PROJECT AREA AND THE SURROUNDING AREA CONSISTS OF PUBLIC HIGHWAY FACILITIES AS MORE FULLY

SHOWN ON THE SURVEY MAP.

2. THESE MEASUREMENTS AND EXAMINATIONS WERE PERFORMED UNDER MY DIRECT SUPERVISION AND IN MY PROFESSIONAL JUDGEMENT, EVERY ATTEMPT WAS MADE TO LOCATE THE DATA IN QUESTION USING THE STANDARD OF CARE FOR SURVEYING AND MAPPING IN THESE MATTERS, SUBJECT TO THE LIMITATIONS AS SET FORTH IN THIS

SURVEY MAP AND REPORT.

ARTICLE IX

EASEMENTS AND ENCUMBRANCES:

NO INFORMATION WAS PROVIDED AS TO THE EXISTENCE OF ANY EASEMENTS OTHER THAT WHAT MAY APPEAR ON THE UNDERLYING MAP OF RECORD OR PREVIOUSLY DISCLOSED TO THE SURVEYOR. PLEASE REFER TO THE LIMITATIONS PORTION (ARTICLE VI) OF THIS REPORT WITH RESPECT TO POSSIBLE RESTRICTIONS OF RECORD AND

UTILITY SERVICES.

ARTICLE X

CLIENT INFORMATION :

THIS “TOPOGRAPHIC SURVEY” AND THE SURVEY MAP AND REPORT RESULTING THEREFROM WERE PREPARED AT THE

INSISTENCE OF AND ARE CERTIFIED TO: ORLANDO UTILITY COMMISSION.

ARTICLE XI

SURVEYOR’S CERTIFICATE :

THE STATE OF FLORIDA )

) S.S.

COUNTY OF ORANGE )

I HEREBY CERTIFY: THAT THIS “TOPOGRAPHIC SURVEY” AND THE SURVEY MAP AND REPORT RESULTING THEREFROM WAS PERFORMED UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND FURTHER, THAT SAID “TOPOGRAPHIC SURVEY” MEETS THE INTENT OF THE “STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF FLORIDA”, PURSUANT TO RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS

IMPLEMENTING RULE, CHAPTER 472.027 OF THE FLORIDA STATUTES.

ATKINS NORTH AMERICA, INC.

FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER LB24

BY: _____________________________________________

ALVIN SANTIAGO, PSM

PROFESSIONAL SURVEYOR AND MAPPER NO. 7160

STATE OF FLORIDA

DATE OF FIELD SURVEY: MARCH 10, 2020

DATE OF CERTIFICATION: MARCH 17, 2020

NOTICE: NOT VALID WITHOUT THE SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.

ADDITIONS OR DELETIONS TO SURVEY MAPS AND REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. THIS DOCUMENT CONSISTS OF MULTIPLE EXHIBITS AND EACH PART THEREOF SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ACCOMPANIED BY THE OTHERS. THIS NOTICE IS REQUIRED BY RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE.

© 2001-ATKINS NORTH AMERICA, INC.

AN SNC LAVALIN COMPANY

AS SUCCESSOR IN NAME TO PBS&J

ALL RIGHTS RESERVED

U.S. COPYRIGHT REGISTRATION NO. TXU1-004-364

ORANGE COUNTY UTILITIES, WATER AND SEWER

ORANGE COUNTY PUBLIC WORKS, TRAFFIC

CENTRAL FLORIDA EXPRESSWAY AUTHORITY

SUMMIT BROADBAND

AT&T

UNITI FIBER, LLC

EMBARK COMMUNICATION, INC.

SPRINT

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

C-100

1" = 20'

97811

CS

AR

DT

X

LAKE UNDERHILL FORCE MAIN

REPLACEMENT

KEY SHEET

X

X

PLAN AND PROFILE

C-101

PLAN AND PROFILE

C-102

PLAN AND PROFILE

C-103

PLAN AND PROFILE

C-104

N

ADVENT HEALTH EAST

ORLANDO ER

ER AND

HOSPITAL

MAIN

ENTRANCE

7-ELEVEN

WALMART NEIGHBORHOOD

MARKET

E l e v a t i o n

Profile View of 16-Inch FM

+50

+50

+50

+50

45 45

357 LF PROPOSED 16" C-905 PVC FM

16" CUT-IN SLEEVE

STA: 41+68.39

OFF: 0.02

N: 1528888.616

E: 566353.790

S

S

S

S

S

S S S S S S S S S

S S

S S

S S

S S S S S S

S S

S S

S S S S S S S S S

BT

BT

BT

BT

BT

BT BT

BT BT

BT

BT BT BT BT

BT

B T

BT

BT

BT

BT

BT

BT BT

BT

B T

BT BT BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

B

T

B

T

BT BT BT BT

BT BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

B T

B T

BT

BT

BT

B T

BT

BT

BT

BT

B T

B

T

B

T

S

S

S

BE

BE

BE

BE

BE

BE

BE

BE BE

B E

B E

BE

B E

B

E

B

E

B E

B E

N 89°58'48" E

16" CUT-IN SLEEVE WITH RJ

STA: 41+68.39

OFF: 0.02

N: 1528888.616

E: 566353.790

357 LF PROPOSED 16" C-905 PVC FM

16" X 14" REDUCER

STA: 41+70.15

OFF: 20.16

N: 1528868.482

E: 566355.635

16" PLUG VALVE

STA: 41+71.64

OFF: 20.26

N: 1528868.392

E: 566357.129

16" X 14" BYPASS TAPPING

SLEEVE AND VALVE

STA: 41+65.76

OFF: 20.12

N: 1528868.511

E: 566351.246

16" 45.00 ELBOW

STA: 41+73.93

OFF: 20.25

N: 1528868.415

E: 566359.416

20 LF PROPOSED 16" C-905 PVC FM

16" 45.00 ELBOW

STA: 41+88.98

OFF: 5.03

N: 1528883.700

E: 566374.401

FM

-1

FM

-2

FM

-3

PV-1

FM

-4

FM

-5

00 20' 40'

SCALE:

9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

C-101

1" = 20'

97811

CS

AR

DT

X

LAKE UNDERHILL FORCE MAIN

REPLACEMENT

LAKE UNDERHILL ROAD PLAN AND PROFILE

X

X

SCALE: 1" = 20'

PROVIDE STEEL PLATES TO PROVIDE

ACCESS TO DRIVEWAY. THE

DRIVEWAY MUST BE ACCESSIBLE AT

ALL TIMES. CONTRACTOR TO

PROVIDE SIGNAGE TO INDICATE

UNEVEN PAVEMENT TO DRIVERS.

NOTES:

1. EXISTING FORCE MAIN SHALL BE REMOVED WHERE NEW PIPE IS

INSTALLED VIA OPEN TRENCH AND SHALL BE DISPOSED OF MEETING ALL

LOCAL ENVIRONMENTAL REQUIREMENTS.

2. TEMPORARY 16" PVC ABOVEGROUND BYPASS PIPING TO BE LAID OUT

WITHIN THE 10' SEWER LINE EASEMENT.

3. 16" BYPASS TAPPING SLEEVE AND VALVE PROVIDED FOR USE IN BYPASS

PIPING. CONTRACTOR TO CLOSE AND CAP THE PLUG VALVE ONCE

BYPASS OPERATION IS COMPLETED. THE TAPPING VALVE WILL REMAIN

OPEN.

4. THE ESTIMATED SOD REPLACEMENT ON C-101 IS APPROXIMATELY 590

SY.

SUGGESTED CONSTRUCTION SEQUENCING

1. CONSTRUCT THE PROPOSED 16” FM FROM THE PLUG VALVE AT

STA. 48+62 TO THE PLUG VALVE AT STA. 53+52.

2. CONSTRUCT THE PROPOSED 12” FM FROM THE TAPPING SLEEVE AT

STA. 500+95 TO THE TEE AT STA. 53+34.

3. INSTALL BYPASS PIPING AND ASSOCIATED FITTINGS FROM THE TAPPING

VALVE AT STA. 41+66 AND CONNECT TO THE TEE AT STATION 48+64.

4. INSTALL BYPASS PIPING AND ASSOCIATED FITTINGS FROM THE BYPASS

TAPPING SLEEVE AT STA. 53+49 AND CONNECT TO THE TEE AT STA.

53+49.

5. AFTER THE NEWLY CONSTRUCTED 16” AND 12” PIPE IS TESTED AND

READY TO BE PLACED IN SERVICE, CLOSE THE EXISTING VALVE AT 41+67

AND INSTALL THE LINE STOP ON EXISTING FM AT STA. 53+46. TAP

EXISTING FM AT STA. 41+67 AND STA. 53+49 AND CLOSE THE EXISTING

VALVE JUST SOUTH OF THE TAPPING SLEEVE AT STA. 500+95.

6. CONSTRUCT REMAINING PROPOSED 16” FM.

7. AFTER ALL PROPOSED PIPING IS TESTED AND READY TO BE PLACED IN

SERVICE:

a. INSTALL THE LINE STOP ON EXISTING FM AT 55+76 AND TAP

EXISTING FM AT STA 55+77

b. OPEN THE EXISTING VALVE AT STA.41+67 AND CLOSE THE PLUG

VALVE AT STA. 41+72

c. OPEN THE PLUG VALVE AT STA. 48+62 AND CLOSE THE PLUG VALVE

AT STA 48+63

d. OPEN THE PLUG VALVE AT STA. 53+51 AND CLOSE THE PLUG VALVE

AT STA. 53+48.

REMOVE 357 LF EXISTING 16" FM

EXISTING GROUND

125 SY ROADWAY CUT

EXISTING 16" FM

REMOVE AND

REPLACE TREE

TEMPORARY BYPASS

PIPING CONNECTION

PROVIDE PROTECTION

FOR TREE

177 S.Y. ROADWAY CUT

35 LF CURB & GUTTER REPLACEMENT

35 LF CURB & GUTTER REPLACEMENT

100 LF CURB & GUTTER REPLACEMENT

97811-SAMPLE 01

97811-SAMPLE 02

ER MAIN

ENTRANCE

D-102 e v a t i o n

Profile View of 16-Inch FM

+50

+50

+50

+50

+50

C-101

370 LF PROPOSED 16" C-905 PVC FM

16" X 8" TEE

STA: 48+38.54

OFF: 0.16

N: 1528891.254

E: 567023.703

16" X 8" TEE

STA: 48+64.41

OFF: 0.16

N: 1528888.486

E: 567048.299

16" X 8" TEE

STA: 48+93.21

OFF: 0.07

N: 1528886.469

E: 567076.384

16" PLUG VALVE

STA: 48+61.56

OFF: 0.13

N: 1528890.430

E: 567046.225

16" PLUG VALVE

STA: 48+98.13

OFF: 0.01

N: 1528886.539

E: 567081.310

63 LF PROPOSED 16" HDPE DR 11 FM

AIR RELEASE VALVE

STA: 48+87.14

OFF: 0.05

N: 1528886.478

E: 567070.311

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

O

E

S S

S

S

S

S S

S S S

S S

S S S

S S

S S S

S S S S S S S

S

S S

S S

S S

S S S S

S

S

S

BT

BT

BT

BT

BT BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT BT BT BT BT BT BT

BT

BT

BT

BT

BT

B T

B T

BT

BT

BT

BT

BT

BT

BT BT

BT BT

BT BT BT

BT

BT

BT

BT

BT

BT

BT BT BT BT

BT

BT

BT

BT

BT

BT

BT

BT BT

BT

BT

BT BT

BT BT

BT

BT

BT

BT

BT

BT

BT

BT

BT BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

BT

G

G

BE

BE

B T

S

S

S

S

G G G G G G G G G G G G G G G G G G G G G G G G G

G

G G G G

G G

G G

N 89°58'48" E

370 LF PROPOSED 16" C-905 PVC FM

16" X 8" TEE

STA: 48+38.54

OFF: 0.16

N: 1528891.254

E: 567023.703

4" PLUG VALVE

STA: 48+38.57

OFF: -3.31

N: 1528894.728

E: 567023.711

8" X 4" REDUCER

STA: 48+38.55

OFF: -1.88

N: 1528893.293

E: 567023.699

4" PLUG VALVE

STA: 48+93.34

OFF: -7.91

N: 1528894.447

E: 567076.495

8" X 4" REDUCER

STA: 48+93.35

OFF: -6.53

N: 1528893.062

E: 567076.508

63 LF PROPOSED 16" HDPE DR 11 FM

16" X 8" TEE

STA: 48+93.21

OFF: 0.07

N: 1528886.469

E: 567076.384

16" 45 ELBOW

STA: 48+67.38

OFF: 0.11

N: 1528886.507

E: 567050.522

16" 45 ELBOW

STA: 48+60.17

OFF: 0.05

N: 1528891.439

E: 567045.257

16" X 16" TEE

STA: 48+64.41

OFF: 0.16

N: 1528888.486

E: 567048.299

AIR RELEASE VALVE

STA: 48+87.14

OFF: 0.05

N: 1528886.478

E: 567070.311

16" PLUG VALVE

STA: 48+61.56

OFF: 0.13

N: 1528890.430

E: 567046.225

16" PLUG VALVE

STA: 48+64.45

OFF: 2.94

N: 1528886.412

E: 567046.450

16" PLUG VALVE

STA: 48+98.13

OFF: 0.01

N: 1528886.539

E: 567081.310

16" 11.25 ELBOW

(VERTICAL BEND)

STA: 49+01.37

OFF: 0.08

N: 1528886.472

E: 567084.543

16" TRANSITION FITTING

WITH RJ

STA: 49+03.10

OFF: 0.08

N: 1528886.472

E: 567086.271

FM

-6

FM

-7

FM

-8

PV-3

PV-4

FM

-9

FM

-1

PV-2

PV-5

FM

-1

FM

-1

FM

-1

FM

-1

PV-6

ARV-1

00 20' 40'

SCALE:

9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

C-102

1" = 20'

97811

CS

AR

DT

X

LAKE UNDERHILL FORCE MAIN

REPLACEMENT

LAKE UNDERHILL ROAD PLAN AND PROFILE

X

X

SCALE: 1" = 20'

50' X 10' HDD RIG

AND SETUP AREA

COORDINATE CONNECTION

TO EXISTING PRIVATE FM

COORDINATE CONNECTION

TO EXISTING PRIVATE FM

NOTES

1. EXISTING FORCE MAIN SHALL BE REMOVED WHERE NEW PIPE IS

INSTALLED VIA OPEN TRENCH AND SHALL BE DISPOSED OF

MEETING ALL LOCAL ENVIRONMENTAL REQUIREMENTS.

2. EXISTING FORCE MAIN SHALL BE GROUT-FILLED WHERE NEW PIPE

IS INSTALLED VIA DIRECTIONAL DRILL AS SHOWN IN PLANS.

GROUT-FILLED PIPE SHALL BE CUT, CAPPED, AND PLACED OUT OF

SERVICE.

3. TEMPORARY 16" PVC ABOVEGROUND BYPASS PIPING TO BE LAID

OUT WITHIN THE 10' SEWER LINE EASEMENT.

4. 16" BYPASS TAPPING SLEEVE AND VALVE PROVIDED FOR USE IN

BYPASS PIPING. CONTRACTOR TO CLOSE AND CAP THE PLUG

VALVE. THE TAPPING VALE WILL REMAIN OPEN.

5. THE CONTRACTOR SHALL PROVIDE BYPASS CONNECTIONS FOR THE

TWO EXISTING PRIVATE PUMP STATIONS. THE PEAK FLOW OF

EACH OF THE PUMP STATIONS IS APPROXIMATELY 200 GPM AND

150 GPM.

6. THE ESTIMATED SOD REPLACEMENT ON C-102 IS APPROXIMATELY

410 SY.

EXISTING FORCE MAIN TO BE CAPPED AND GROUT FILLED

SUGGESTED CONSTRUCTION SEQUENCING

1. CONSTRUCT THE PROPOSED 16” FM FROM THE PLUG VALVE AT

STA. 48+62 TO THE PLUG VALVE AT STA. 53+52.

2. CONSTRUCT THE PROPOSED 12” FM FROM THE TAPPING SLEEVE

AT STA. 500+95 TO THE TEE AT STA. 53+34.

3. INSTALL BYPASS PIPING AND ASSOCIATED FITTINGS FROM THE

TAPPING VALVE AT STA. 41+66 AND CONNECT TO THE TEE AT

STATION 48+64.

4. INSTALL BYPASS PIPING AND ASSOCIATED FITTINGS FROM THE

BYPASS TAPPING SLEEVE AT STA. 53+49 AND CONNECT TO THE TEE

AT STA. 53+49.

5. AFTER THE NEWLY CONSTRUCTED 16” AND 12” PIPE IS TESTED

AND READY TO BE PLACED IN SERVICE, CLOSE THE EXISTING VALVE

AT 41+67 AND INSTALL THE LINE STOP ON EXISTING FM AT STA.

53+46. TAP EXISTING FM AT STA. 41+67 AND STA. 53+49 AND

CLOSE THE EXISTING VALVE JUST SOUTH OF THE TAPPING SLEEVE

AT STA. 500+95.

6. CONSTRUCT REMAINING PROPOSED 16” FM.

7. AFTER ALL PROPOSED PIPING IS TESTED AND READY TO BE PLACED

IN SERVICE:

a. INSTALL THE LINE STOP ON EXISTING FM AT 55+76 AND TAP

EXISTING FM AT STA 55+77

b. OPEN THE EXISTING VALVE AT STA.41+67 AND CLOSE THE

PLUG VALVE AT STA. 41+72

c. OPEN THE PLUG VALVE AT STA. 48+62 AND CLOSE THE PLUG

VALVE AT STA 48+63

d. OPEN THE PLUG VALVE AT STA. 53+51 AND CLOSE THE PLUG

VALVE AT STA. 53+48.

REMOVE 380 LF EXISTING 16" FM

EXISTING GROUND

GROUT-FILL 60 LF EXISTING 16" FM

97811-SAMPLE 02

3' MIN.

SEPARATION

e v a t i o n

Profile View of 16-Inch FM

49 50

+50

+50

+50

+50

90 LF PROPOSED 16" C-905 PVC FM

AIR RELEASE VALVE

STA: 53+26.89

OFF: -0.17

N: 1528887.400

E: 567509.682

351 LF PROPOSED 16" HDPE DR 11 FM

16" PLUG VALVE

STA: 53+23.86

OFF: -0.07

N: 1528887.340

E: 567506.649

BURIED ELECTRIC

18" RCP

16" WM

BURIED TELEPHONE

BURIED GAS

16" SANITARY FM

(TO BE REMOVED)

BURIED FIBER OPTIC

BURIED FIBER OPTIC

BURIED ELECTRIC

16" X 16" TEE

STA: 53+49.36

OFF: -0.02

N: 1528887.697

E: 567532.151

16" PLUG VALVE

STA: 53+52.03

OFF: -0.02

N: 1528887.760

E: 567534.817

16" X 12" TEE

STA: 53+33.90

OFF: 0.08

N: 1528887.248

E: 567516.688

OE

OE

OE

OE

OE

OE OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

O

E

S S S S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

B

T

B

T

BT

BT

BT

BT

B

T

BT

BT

BT

BT

BT

BT

BT

BT

BT

G

G

G

G

G

B E

B

E

B

E

B

E

B

E

B

E

B

E

B E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

BE

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

G G G G G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G G

G G

G G

G G G

G

G

G

G

B E

B E

B E

B E

B E

BE

BE

B E

B E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

B

F

O

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

B

T

B

T

B

T

B

T

B T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B

T

B T

B T

BT BT BT BT

BT

B T

B T

B T

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B F

O

BFO

BFO

B

F

O

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S S

S S

S

S

S

S

S

S

S

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

F

O

B

E

B

E

B

E

B

E

B

E

B

E

B

E

B

E

W

W

W

W

W

W

W

W

W

W

W

351 LF PROPOSED 16" HDPE DR 11 FM

16" X 12" TEE

STA: 53+33.91

OFF: -0.01

N: 1528887.337

E: 567516.702

AIR RELEASE VALVE

STA: 53+26.89

OFF: -0.17

N: 1528887.400

E: 567509.682

16" PLUG VALVE

STA: 53+23.86

OFF: -0.07

N: 1528887.340

E: 567506.649

90 LF PROPOSED 16" C-905 PVC FM

16" CAP

STA: 52+27.88

OFF: 3.96

N: 1528884.568

E: 567410.633

16" LINE STOP

STA: 53+46.25

OFF: 4.81

N: 1528882.794

E: 567529.147

16"X16" BYPASS TAPPING

SLEEVE AND VALVE

STA: 53+48.94

OFF: 4.95

N: 1528882.718

E: 567531.842

16" PLUG VALVE

STA: 53+49.10

OFF: 1.58

N: 1528886.084

E: 567531.925

16" 11.25 ELBOW

STA: 53+22.15

OFF: -0.14

N: 1528887.428

E: 567504.950

12" 45.00 ELBOW

STA: 502+98.89

OFF: -0.01

N: 1528893.092

E: 567515.282

16" TRANSITION FITTING

WITH RJ

STA: 53+20.68

OFF: 0.00

N: 1528887.316

E: 567503.473

12" 45.00 ELBOW

STA: 503+00.83

OFF: -0.01

N: 1528891.783

E: 567516.729

12" 45.00 ELBOW

STA: 501+06.10

OFF: 0.00

N: 1528964.214

E: 567348.785

12" 45.00 ELBOW

STA: 501+08.93

OFF: 0.00

N: 1528964.236

E: 567351.576

12" TAPPING

SLEEVE AND VALVE

STA: 500+95.04

OFF: 0.01

N: 1528956.226

E: 567341.147

12" PLUG VALVE

STA: 500+98.79

OFF: 0.00

N: 1528958.944

E: 567343.733

12" 22.50 ELBOW

STA: 501+80.77

OFF: 0.00

N: 1528912.993

E: 567401.929

12" 22.50 ELBOW

STA: 502+25.23

OFF: 0.00

N: 1528892.961

E: 567441.623

12" PLUG VALVE

STA: 503+03.02

OFF: 0.00

N: 1528889.590

E: 567516.726

16" X 16" TEE

STA: 53+49.36

OFF: -0.02

N: 1528887.697

E: 567532.151

16" PLUG VALVE

STA: 53+52.03

OFF: -0.02

N: 1528887.760

E: 567534.817

202 LF PROPOSED 12" C-905 PVC FM

63 LF PROPOSED 16" HDPE DR 11 FM

PV-7

FM

-1

FM

-1

FM

-1

FM

-2

FM

-1

FM

-1

PV-8

FM

-2

FM

-2

FM

-2

FM

-2

FM

-2

ARV-2

FM

-2

PV-1

PV-1

FM

-2

PV-9

FM

-2

12" LINE STOP

STA: 51+58.70

OFF: -65.26

N: 1528954.698

E: 567342.366

FM

-3

E l e v a t i o n

Profile View of 12-Inch FM

+50

+50

+50

503 503

44 LF PROPOSED 12" C-905 PVC FM

12" TAPPING SLEEVE

STA: 51+57.40

OFF: -66.73

N: 1528956.182

E: 567341.083

12" 45.00 ELBOW

STA: 51+67.79

OFF: -74.94

N: 1528964.252

E: 567351.585

12" 22.50 ELBOW

STA: 52+18.78

OFF: -24.32

N: 1528912.970

E: 567401.903

12" 22.50 ELBOW

STA: 52+58.73

OFF: -4.77

N: 1528892.896

E: 567441.591

12" PLUG VALVE

STA: 53+33.96

OFF: -2.21

N: 1528889.531

E: 567516.705

12" 45.00 ELBOW

STA: 51+65.04

OFF: -74.85

N: 1528964.204

E: 567348.835

BURIED FIBER OPTIC

BURIED FIBER OPTIC

BURIED FIBER OPTIC

12" 45.00 ELBOW

STA: 503+00.83

OFF: -0.01

N: 1528891.783

E: 567516.729

12" 45.00 ELBOW

STA: 502+98.89

OFF: -0.01

N: 1528893.092

E: 567515.282

12" PLUG VALVE

STA: 51+59.99

OFF: -69.44

N: 1528958.856

E: 567343.711

00 20' 40'

SCALE:

9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

C-103

1" = 20'

97811

CS

AR

DT

X

LAKE UNDERHILL FORCE MAIN

REPLACEMENT

LAKE UNDERHILL ROAD PLAN AND PROFILE

X

X

SCALE: 1" = 20'

NOTES:

1. EXISTING FORCE MAIN SHALL BE REMOVED WHERE NEW PIPE IS INSTALLED VIA

OPEN TRENCH AND SHALL BE DISPOSED OF MEETING ALL LOCAL

ENVIRONMENTAL REQUIREMENTS.

2. EXISTING FORCE MAIN SHALL BE GROUT-FILLED WHERE NEW PIPE IS INSTALLED

VIA DIRECTIONAL DRILL AS SHOWN IN PLANS. GROUT-FILLED PIPE SHALL BE

CUT, CAPPED, AND PLACED OUT OF SERVICE.

3. TEMPORARY 16" PVC ABOVEGROUND BYPASS PIPING TO BE LAID OUT WITHIN

THE 10' SEWER LINE EASEMENT.

4. 16" BYPASS TAPPING SLEEVE AND VALVE PROVIDED FOR USE IN BYPASS PIPING.

CONTRACTOR TO CLOSE AND CAP THE PLUG VALVE. THE TAPPING VALE WILL

REMAIN OPEN.

5. 12"X12" TEE SHALL BE USED AS A CONNECTION POINT FOR TEMPORARY BYPASS

PIPING. THE TEE SHALL BE CAPPED AFTER BYPASS PIPING IS REMOVED.

4. THE ESTIMATED SOD REPLACEMENT ON C-103 IS APPROXIMATELY 360 SY.

5. THE ESTIMATED SIDEWALK REPLACEMENT ON C-103 IS APPROXIMATELY 130 SY.

EXISTING FORCE MAIN TO BE CAPPED AND GROUT FILLED

SUGGESTED CONSTRUCTION SEQUENCING

1. CONSTRUCT THE PROPOSED 16” FM FROM THE PLUG VALVE AT STA. 48+62 TO

THE PLUG VALVE AT STA. 53+52.

2. CONSTRUCT THE PROPOSED 12” FM FROM THE TAPPING SLEEVE AT

STA. 500+95 TO THE TEE AT STA. 53+34.

3. INSTALL BYPASS PIPING AND ASSOCIATED FITTINGS FROM THE TAPPING VALVE

AT STA. 41+66 AND CONNECT TO THE TEE AT STATION 48+64.

4. INSTALL BYPASS PIPING AND ASSOCIATED FITTINGS FROM THE BYPASS TAPPING

SLEEVE AT STA. 53+49 AND CONNECT TO THE TEE AT STA. 53+49.

5. AFTER THE NEWLY CONSTRUCTED 16” AND 12” PIPE IS TESTED AND READY TO

BE PLACED IN SERVICE, CLOSE THE EXISTING VALVE AT 41+67 AND INSTALL THE

LINE STOP ON EXISTING FM AT STA. 53+46. TAP EXISTING FM AT STA. 41+67

AND STA. 53+49 AND CLOSE THE EXISTING VALVE JUST SOUTH OF THE TAPPING

SLEEVE AT STA. 500+95.

6. CONSTRUCT REMAINING PROPOSED 16” FM.

7. AFTER ALL PROPOSED PIPING IS TESTED AND READY TO BE PLACED IN SERVICE:

a. INSTALL THE LINE STOP ON EXISTING FM AT 55+76 AND TAP EXISTING FM

AT STA 55+77

b. OPEN THE EXISTING VALVE AT STA.41+67 AND CLOSE THE PLUG VALVE AT

STA. 41+72

c. OPEN THE PLUG VALVE AT STA. 48+62 AND CLOSE THE PLUG VALVE AT STA 48+63

d. OPEN THE PLUG VALVE AT STA. 53+51 AND CLOSE THE PLUG VALVE AT STA.

53+48.

REMOVE 186 LF EXISTING 16" FM

EXISTING GROUND

GROUT-FILL 256 LF OF EXISTING 16" FM

REMOVE 101 LF OF EXISTING 12" FM

EXISTING GROUND

97811-SAMPLE 04

e v a t i o n

Profile View of 16-Inch FM

+50

+50

C-103

165 LF PROPOSED 16" C-905 PVC FM

16" 45.00 ELBOW

STA: 55+46.73

OFF: -0.04

N: 1528892.102

E: 567729.470

18" X 16" TAPPING

SLEEVE AND VALVE

STA: 55+76.84

OFF: 0.09

N: 1528864.863

E: 567736.360

BURIED ELECTRIC

BURIED GAS

BURIED FIBER OPTIC

16" PLUG VALVE

STA: 55+71.16

OFF: 0.06

N: 1528870.544

E: 567736.342

16" 45.00 ELBOW

STA: 55+56.36

OFF: 0.06

N: 1528885.345

E: 567736.228

16" 45.00 ELBOW

(VERTICAL BEND)

STA: 55+61.38

OFF: 0.10

N: 1528880.328

E: 567736.228

16" 45.00 ELBOW

(VERTICAL BEND)

STA: 55+59.63

OFF: 0.09

N: 1528882.071

E: 567736.228

AIR RELEASE VALVE

STA: 55+66.09

OFF: 0.10

N: 1528875.618

E: 567736.263

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

G

G

G

G

G

G

G

G

BE

BE

BE

BE

BE

BE

BE

B E

B E

B E

B

E

B E

B

E

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

G

G

G

B

F

O

B

F

O

B

F

O

B

F

O

90 LF PROPOSED 16" C-905 PVC FM

16" 45.00 ELBOW

STA: 55+46.73

OFF: -0.04

N: 1528892.102

E: 567729.470

165 LF PROPOSED 16" C-905 PVC FM

16" PLUG VALVE

STA: 55+71.16

OFF: 0.06

N: 1528870.544

E: 567736.342

18" X 16" TAPPING

SLEEVE AND VALVE

STA: 55+76.84

OFF: 0.09

N: 1528864.863

E: 567736.360

16" 45.00 ELBOW

STA: 55+56.36

OFF: 0.06

N: 1528885.345

E: 567736.228

18" LINE STOP

STA: 55+76.56

OFF: 2.31

N: 1528865.129

E: 567734.141

AIR RELEASE VALVE

STA: 55+66.09

OFF: 0.13

N: 1528875.618

E: 567736.241

16" 45.00 ELBOW

(VERTICAL BEND)

STA: 55+59.63

OFF: 0.09

N: 1528882.071

E: 567736.228

16" 45.00 ELBOW

(VERTICAL BEND)

STA: 55+61.38

OFF: 0.10

N: 1528880.328

E: 567736.228

FM

-2

FM

-3

FM

-3

FM

-3

ARV-3

PV-1

FM

-3

FM

-3

00 20' 40'

SCALE:

9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

C-104

1" = 20'

97811

CS

AR

DT

X

LAKE UNDERHILL FORCE MAIN

REPLACEMENT

LAKE UNDERHILL ROAD PLAN AND PROFILE

X

X

SCALE: 1" = 20'

NOTES:

1. EXISTING FORCE MAIN SHALL BE REMOVED WHERE NEW PIPE IS INSTALLED VIA OPEN

TRENCH AND SHALL BE DISPOSED OF MEETING ALL LOCAL ENVIRONMENTAL

REQUIREMENTS.

2. EXISTING FORCE MAIN SHALL BE GROUT-FILLED WHERE NEW PIPE IS INSTALLED VIA

DIRECTIONAL DRILL AS SHOWN IN PLANS. GROUT-FILLED PIPE SHALL BE CUT, CAPPED,

AND PLACED OUT OF SERVICE.

4. THE ESTIMATED SOD REPLACEMENT ON C-104 IS APPROXIMATELY 212 SY.

5. THE ESTIMATED SIDEWALK REPLACEMENT ON C-104 IS APPROXIMATELY 60 SY

SUGGESTED CONSTRUCTION SEQUENCING

1. CONSTRUCT THE PROPOSED 16” FM FROM THE PLUG VALVE AT STA. 48+62 TO THE

PLUG VALVE AT STA. 53+52.

2. CONSTRUCT THE PROPOSED 12” FM FROM THE TAPPING SLEEVE AT STA. 500+95 TO

THE TEE AT STA. 53+34.

3. INSTALL BYPASS PIPING AND ASSOCIATED FITTINGS FROM THE TAPPING VALVE AT STA.

41+66 AND CONNECT TO THE TEE AT STATION 48+64.

4. INSTALL BYPASS PIPING AND ASSOCIATED FITTINGS FROM THE BYPASS TAPPING SLEEVE

AT STA. 53+49 AND CONNECT TO THE TEE AT STA. 53+49.

5. AFTER THE NEWLY CONSTRUCTED 16” AND 12” PIPE IS TESTED AND READY TO BE

PLACED IN SERVICE, CLOSE THE EXISTING VALVE AT 41+67 AND INSTALL THE LINE STOP

ON EXISTING FM AT STA. 53+46. TAP EXISTING FM AT STA. 41+67 AND STA. 53+49 AND

CLOSE THE EXISTING VALVE JUST SOUTH OF THE TAPPING SLEEVE AT STA. 500+95.

6. CONSTRUCT REMAINING PROPOSED 16” FM.

7. AFTER ALL PROPOSED PIPING IS TESTED AND READY TO BE PLACED IN SERVICE:

a. INSTALL THE LINE STOP ON EXISTING FM AT 55+76 AND TAP EXISTING FM AT STA 55+77

b. OPEN THE EXISTING VALVE AT STA.41+67 AND CLOSE THE PLUG VALVE AT STA.

41+72

c. OPEN THE PLUG VALVE AT STA. 48+62 AND CLOSE THE PLUG VALVE AT STA 48+63

d. OPEN THE PLUG VALVE AT STA. 53+51 AND CLOSE THE PLUG VALVE AT STA. 53+48.

REMOVE 141 LF EXISTING 18" FM

EXISTING GROUND

100 SY ROADWAY CUT

INSTALL LINE STOP AND TAPPING

SLEEVE AFTER ALL PROPOSED

PIPELINE IS INSTALLED, TESTED,

AND READY TO PLACE IN SERVICE.

PROVIDE STEEL PLATES TO

PROVIDE ACCESS TO DRIVEWAY.

THE DRIVEWAY MUST BE

ACCESSIBLE AT ALL TIMES.

55 LF CURB & GUTTER REPLACEMENT

97811-SAMPLE 05

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

SUGGESTED CONSTRUCTION SEQUENCING

1. CONSTRUCT THE PROPOSED 16” FM FROM THE PLUG VALVE AT

STA. 48+62 TO THE PLUG VALVE AT STA. 53+52.

2. CONSTRUCT THE PROPOSED 12” FM FROM THE TAPPING SLEEVE AT

STA. 500+95 TO THE TEE AT STA. 53+34.

3. INSTALL BYPASS PIPING AND ASSOCIATED FITTINGS FROM THE

TAPPING VALVE AT STA. 41+66 AND CONNECT TO THE TEE AT

STATION 48+64.

4. INSTALL BYPASS PIPING AND ASSOCIATED FITTINGS FROM THE

BYPASS TAPPING SLEEVE AT STA. 53+49 AND CONNECT TO THE TEE

AT STA. 53+49.

5. AFTER THE NEWLY CONSTRUCTED 16” AND 12” PIPE IS TESTED AND

READY TO BE PLACED IN SERVICE, CLOSE THE EXISTING VALVE AT

41+67 AND INSTALL THE LINE STOP ON EXISTING FM AT STA. 53+46.

TAP EXISTING FM AT STA. 41+67 AND STA. 53+49 AND CLOSE THE

EXISTING VALVE JUST SOUTH OF THE TAPPING SLEEVE AT STA.

500+95.

6. CONSTRUCT REMAINING PROPOSED 16” FM.

7. AFTER ALL PROPOSED PIPING IS TESTED AND READY TO BE PLACED

IN SERVICE:

a. INSTALL THE LINE STOP ON EXISTING FM AT 55+76 AND TAP

EXISTING FM AT STA 55+77

b. OPEN THE EXISTING VALVE AT STA.41+67 AND CLOSE THE

PLUG VALVE AT STA. 41+72

c. OPEN THE PLUG VALVE AT STA. 48+62 AND CLOSE THE PLUG

VALVE AT STA 48+63

d. OPEN THE PLUG VALVE AT STA. 53+51 AND CLOSE THE PLUG

VALVE AT STA. 53+48.

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

FITTING WORKSHEET

VALVE WORKSHEET

ARV WORKSHEET

SAMPLE POINT WORKSHEET