ITB_26-28_Live_Oak_Reserve_Force_Main-Drawings.pdf

C.R.419

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D.

RED ASH CIR.

DEER OAK CIR.

CANOE BIRCH PL.

WADING HERON TER.

WILD EAGLE RUN

HOLLOW OAK RUN

DIAMOND LEAF LN.

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VD

LIVE O

AK RESERVE BLVD.

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LIFT STATION

PROJECT START

PROJECT END

MAYOR:

CITY OF OVIEDO OFFICIALS

MEGAN SLADEK

JEFF BODDIFORDDEPUTY MAYOR:

VICINITY MAP

BOB POLLACK

KEITH BRITTONCOUNCIL MEMBER:

BRYAN COBBCITY MANAGER:

CITY OF OVIEDO

LIVE OAK RESERVE

FORCE MAIN REPLACEMENT

NOT TO SCALE

G-2

INDEX OF DRAWINGS

G-1

GENERAL NOTES

COVER SHEET

V0.1 to V1.7 SURVEY SITE PLANSC-1 to C-7

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NATALIE TEUCHERT

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DIRECTIONAL DRILL PROFILESC-8 to C-14

PROJECT

MISCELLANEOUS DETAILSD-1 to D-2

LOCATION

PATRICK KELLYASSISTANT CITY MANAGER:

BOBBY WYATTPUBLIC WORKS DIRECTOR:

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 www.cphcorp.com A Full Service

A & E Firm

COUNCIL MEMBER:

COUNCIL MEMBER:

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ID

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G-3 KEY SHEET

MASON GARDBERG, P.E.

P.E. LIC. # 86595

J:\O21100\Civil\DWG\_Current_Plan_Set\O21100 Cover.dwg, 5/24/2024 2:47:11 PM

GENERAL PROJECT DATA

A PRE-CONSTRUCTION CONFERENCE SHALL BE REQUIRED WITH THE UTILITY, ENGINEER, AND

CONTRACTOR IN ATTENDANCE. THE CONTRACTOR SHALL SCHEDULE, WITH ALL PARTIES, THE

JURISDICTIONAL PERMITS, APPROVED SHOP DRAWINGS, AND CONNECTION FEES SHALL BE IN

PLACE PRIOR TO PRE-CONSTRUCTION CONFERENCE SCHEDULING. THE UTILITY REQUIRES AT

TIME AND PLACE OF MEETING PRIOR TO ANY CONSTRUCTION COMMENCEMENT. ALL

LEAST 72 HOURS NOTICE FOR SCHEDULING OF PRE-CONTRUCTION CONFERENCE.

PRE-CONSTRUCTION CONFERENCE

UTILITY CONTACTS

1.

2.

CITY OF OVIEDO

PUBLIC WORKS / UTILITIES 407-971-5600

3.

ELECTRIC

FLORIDA POWER & LIGHT 407-359-4896

4.

TELEPHONE

AT & T 407-302-7611

5.

CABLE TV

SPECTRUM 407-532-8509

GAS

TECO PEOPLES GAS 352-267-3580

EXISTING UTILITY LOCATION

THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE

ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY

CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE

RESPECTIVE UTILITY COMPANY AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING

RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. CHAPTER 553-851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO

EXCAVATIONS.

SURVEY INFORMATION WAS PREPARED BY CPH ENGINEERS, INC.

THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR

CONSTRUCTION. A MINIMUM OF FIVE SETS OF SHOP DRAWINGS WILL BE SUBMITTED FOR REVIEW

HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES

CERTIFICATION AS TO THE SYSTEM MEETING THE MINIMUM COVER AND SEPARATION REQUIREMENTS.

LOCATION OF THE FORCE MAIN TIED HORIZONTALLY TO THE BACK OF CURB OR

AS-BUILT INFORMATION FOR THE FORCE MAIN SHALL INCLUDE, BUT NOT BE LIMITED TO

BY THE RESPONSIBLE PARTY. THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL

VALVES, AND FITTINGS ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO

01450 FOR ALL REQUIREMENTS ASSOCIATED WITH TESTING.

SOIL DENSITY TESTING SHALL BE PROVIDED BY THE OWNER. THE CONTRACTOR SHALL BE

INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY

GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL

PERMITS. OWNER SHALL OBTAIN FDEP, FDOT, AND COUNTY PERMITS AS REQUIRED FOR

TO REVIEW AND ABIDE BY ALL THE REQUIREMENTS AND LIMITATIONS SET FORTH IN THE

AGENCY PERMITS AND LOCAL AGENCY PERMITS. THE CONTRACTOR SHALL BE EXPECTED

THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER COPIES OF ALL REGULATORY

DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED

CONTRACTOR TO THE ENGINEER TWO WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT

TWO SETS OF AS-BUILTS MEETING PROJECT SPECIFICATIONS SHALL BE PROVIDED BY THE

SHOP DRAWINGS AND CERTIFICATIONS FOR ALL WASTE WATER SYSTEM MATERIALS, TRANSMISSION, RESPONSIBLE FOR PAYMENT OF ANY FAILED TEST. REFERENCE TECHNICAL SPECIFICATION

QUALITY CONTROL TESTING REQUIREMENTS

DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN

UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE

SHOP DRAWINGS

LAYOUT AND CONTROL

FROM THE APPROVED PERMITTED ENGINEERING DRAWINGS SHALL BE GIVEN

LOCATION OF ALL VALVES, FITTINGS, PIPE DEFLECTIONS, ETC.

THE FOLLOWING:

"AS-BUILT" INFORMATION RELATIVE TO ALL CONSTRUCTED UTILITIES AND STRUCTURES. VERTICAL

PERMITS AND PERMIT REQUIREMENTS

EDGE OF PAVEMENT.

AS-BUILTS

AND HORIZONTAL INFORMATION SHALL BE GIVEN EVERY 100 FEET WHEN BUILT AS SHOWN.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL PROPERTY OWNERS

PROPERTY OWNERS NOTICE

ALONG THE ROUTE OF THE PIPELINE PRIOR TO THE BEGINNING OF CONSTRUCTION.

EVERY 50 FEET.

AND APPROVAL PRIOR TO CONSTRUCTION. INSTALLATION OF MATERIALS AND/OR STRUCTURES

PRIOR TO SHOP DRAWING APPROVAL IS DONE AT CONTRACTOR'S OWN RISK.

CONSTRUCTION.

HORIZONTAL AND VERTICAL SEPARATION INFORMATION BETWEEN POTABLE

AND NON-POTABLE PIPES SHALL BE PROVIDED ON THE AS-BUILTS.

STANDARD SPECIFICATION, SEC. 104.6, 104.7 AND SEC. 985.

TEMPORARY SILT FENCES AND STAKED SILT BARRIERS, SHALL BE IN ACCORDANCE WITH F.D.O.T.

H)

G)

F)

E)

D)

THE PROJECT.

FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF

SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO

ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND

MAINTENANCE

TO ESTABLISH THE DESIRED VEGETATION COVER.

OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEEDS APPLIED

IF, AFTER 14 DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM

TEMPORARY RE-GRASSING

GOOD GRASS COVER.

REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A

THAT SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS

TEMPORARY GRASSING

OF FOUR (4) INCHES.

MEASURE, OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH

SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY TWO (2) INCHES, LOOSE

SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN "D" ABOVE,

TEMPORARY SEEDING AND MULCHING

OF SEEDING SHALL BE 30 POUNDS PER ACRE.

CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE

COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE

BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AND EARLY

DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY (30) DAYS SHALL

AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE

TEMPORARY SEEDING

C)

B)

A)

CONTRIBUTE SEDIMENT TO THE INLET.

RUNOFF UNTIL THE COMPLETION OF THE ALL CONSTRUCTION OPERATIONS THAT MAY

INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER

INLET PROTECTION

THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFFSITE DEPOSIT SEDIMENTS.

OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT

THE SURFACE AREA OF OPEN, RAW ERODABLE SOIL EXPOSED BY CLEARING AND GRUBBING

EXPOSED AREA LIMITATION

COLLECTION FACILITY.

DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER

NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF

STOCKPILING MATERIAL

SPECIFICATION.

TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS

THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGHOUT

BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS,

ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION PERIOD. PROVISION MUST

OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT

THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT

TO THE ENGINEER FOR APPROVAL PRIOR TO THE PRE-CONSTRUCTION MEETING.

AN EROSION CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED

EROSION AND SEDIMENT CONTROLS

1.

2.

TREE REMOVAL SHALL REQUIRE CITY PERMIT PRIOR TO CONSTRUCTION.

TREE REMOVAL

DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS

COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO

ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN

THE WORK AREA AND THE NATURAL GRADE TO ACCOMPLISH THE GRADING INTENT.

EXPECTED TO GRADE THE ENTIRE PROJECT TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS

THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE

GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS

SILTATION TO ANY ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE CONTINUOUSLY MAINTAINED

GRADED IN SUCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT FROM RUNOFF OR

THE CONTRACTOR SHALL BE EXPECTED, AT THE END OF EACH DAY, TO HAVE THE PROJECT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING.

THROUGHOUT THE PROJECT. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN

AND REPAIRED IF REQUIRED AT THE END OF EACH WORKING DAY.

BEEN ACHIEVED.

SURFACE DRAINAGE

CLEARING AND GRUBBING

SECTION 01550 OF THE CONTRACT DOCUMENTS.

3. A COVER LETTER FOR THE TRAFFIC DETOUR PLAN SHALL BE SUBMITTED AND SHALL INCLUDE:

M.O.T. PLAN PROCESSING PROCEDURE

FOR NON-EMERGENCY ROAD CLOSURES

1. M.O.T. PLANS ARE TO BE SUBMITTED BY THE CONTRACTOR, IN ACCORDANCE WITH

2. PLANS WILL BE REVIEWED BY THE CITY OF OVIEDO, FOR APPROVAL.

A. DATES AND ANTICIPATED DURATION OF ROAD CLOSURE.

B. DATE AND TIME THE ROAD CLOSURE WILL BEGIN. ANY LANE CLOSURES BE DONE AT NIGHT.

C. LOCATION OF ROAD CLOSURE.

D. REASON FOR ROAD CLOSURE.

E. COMPLETE ALTERNATE AND DETOUR ROUTES.

F. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PUBLISHED BY THE U.S.

DEPARTMENT OF TRANSPORTATION, AND THE STATE OF FLORIDA'S "MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" AND INDEX 600 SERIES OF FDOT DESIGN

STANDARDS MANUAL.

G. ALL SIGNS SHALL BE SHOWN ON A SCALED DETOUR PLAN SHEET WITH THE APPROPRIATE REFERENCE NUMBERS AS NOTED IN

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

H. THE PLACEMENT OF EACH SIGN SHALL BE DIMENSIONED FROM REFERENCE POINTS THAT CAN BE IDENTIFIED IN THE FIELD.

I. FLASHERS SHALL BE PLACED ON ALL BARRICADES AND CONSTRUCTION WARNING SIGNAGE IF THE DETOUR PLAN IS TO EXTEND

INTO THE EVENING HOURS,

J. THE PLANS SHALL BE SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA WHO IS EXPERIENCED IN

TRANSPORTATION ENGINEERING.

K. FOR ALL LANE CLOSURES, MAINTAIN A MINIMUM OF ONE LANE OPEN AT ALL TIMES.

LAWS SHALL BE INCIDENTAL TO THE CONTRACT.

ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE

STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA).

THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY

TRENCH SAFETY

AGGREGATE AND SHALL PASS A 3/4-INCH SIEVE. NOT MORE THAN 15 PERCENT SHALL PASS

GRANULAR MATERIAL SHALL BE WELL GRADED, ORGANIC AND SOIL FREE, DURABLE

PIT RUN GRAVEL SHALL BE ORGANIC FREE AND SHALL PASS A 3/4-INCH SIEVE.

SHALL PASS A NO. 4 SIEVE. NOT MORE THAN 15 PERCENT SHALL PASS A NO. 200 SIEVE.

SAND SHALL BE WELL GRADED, ORGANIC FREE, DURABLE, GRANULAR MATERIAL, AND

TRENCH OR EXCAVATION BOTTOM STABILIZATION MATERIAL

C. GRANULAR MATERIAL

B. PIT RUN GRAVEL

A NO. 200 SIEVE.

A. SAND

TRENCH BOTTOM TO THE ELEVATIONS AND LOCATIONS NOTED ON THE PLANS.

TO REMOVE ALL MUCK OR ORGANIC SOILS AND CLEAN FINE SAND PLACED AND COMPACTED IN THE

WHERE MUCK OR ORGANIC SOILS ARE ENCOUNTERED, THE TRENCH SHALL BE OVER-EXCAVATED

MATERIALS SPECIFIED BY THE ENGINEER AND COMPACTED TO A DENSITY EQUAL TO THE

EVENT OF OVEREXCAVATION, THE CONTRACTOR SHALL REPLACE MATERIALS WITH

TO BRING THE PIPE TO GRADE. PIPE BED SHALL BE UNDISTURBED EARTH AND, IN THE

CONTINUOUS LONGITUDINAL SUPPORT FROM A FIRM BASE. BLOCKING MUST NOT BE USED

PIPING MUST BE BEDDED TRUE TO LINE AND GRADE WITH UNIFORM AND

SYSTEM. THE METHOD OF DISPOSING OF WATER PUMPED FROM THE EXCAVATION SHALL

SEWER LINES OR ADJACENT STREAMS. NO WATER SHALL BE DISCHARGED INTO A SEWER

DEWATERED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO

SHALL BE DISCHARGED TO PREVENT REENTRY INTO THE SOIL STRATA BEING

BEARING SURFACES WILL NOT BE DISTURBED. WATER PUMPED FROM THE EXCAVATION

SUMPS, IF REQUIRED, SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE

AT ALL TIMES DURING CONSTRUCTION, KEEP EXCAVATIONS FREE FROM STANDING WATER.

NATIVE SOIL.

PIPE EMBEDMENT

BE APPROVED BY THE ENGINEER, PRIOR TO ACTUAL DISPOSAL.

DEWATERING

UNTIL FINAL ACCEPTANCE BY THE CITY.

PLANS PRIOR TO FINAL INSPECTION. ALL SOD SHALL BE MAINTAINED BY THE CONTRACTOR

CONDITION, INCLUDE REPLACE ANY SPRINKLER SYSTEMS, AND SHALL BE STABILIZED (SOD)

INTO EXISTING GROUND. ALL DISTURBED AREAS SHALL BE RESTORED TO EXISTING OR BETTER ALL AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINISH GRADED WITH A SMOOTH TRANSITION

R/W RESTORATION

EXISTING IMPROVEMENTS TO ORIGINAL OR BETTER CONDITION. PAVEMENT RESTORATION CUTS SHALL THE CONTRACTOR SHALL RESTORE ALL DRIVEWAYS, SIDEWALKS, FENCES, MAILBOXES AND OTHER

THE EXTENT OF THE RESTORATION SHALL EXTEND TO THE JOINT.

BE A MINIMUM OF 4' WIDE. IF AN EXISTING PAVEMENT JOINT IS LESS THAN 5' FROM THE PAVEMENT CUT, IN THE EVENT THAT WATER IS ENCOUNTERED DURING CONSTRUCTION, DEWATERING SHALL BE

PERFORMED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION,

OPERATION, PERMITTING, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR

SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS.

NPDES PERMIT

CONTRACTOR SHALL OBTAIN AND PAY ALL FEES AS NECESSARY FOR THE PROCUREMENT

OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) STORMWATER PERMIT.

ON THESE PLANS IS THE CITY OF OVIEDO. THE CONTRACTOR SHALL BE EXPECTED TO

THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE FORCE MAIN SHOWN

MEET ALL THE REQUIREMENTS OF CITY OF OVIEDO.

FORCE MAIN

DRAWINGS.

ALL FORCE MAIN PIPE SHALL BE PVC, AND HDPE AS INDICATED ON THE

ANSI/AWWA A21/C110.10 FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM.

ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO

PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN

ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OR THE TABLE SHOWN IN

THE DRAWINGS, WHICHEVER IS GREATER.

ALL FORCE MAIN VALVES SHALL BE ECCENTRIC TYPE 100% PORT OPENING RESILIENT

FACED PLUG VALVES MEETING THE REQUIREMENTS SPECIFIED IN THE PROJECT MANUAL.

ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES

APPROXIMATELY 5 INCHES IN DIAMETER WITH A MINIMUM THICKNESS OF 3/16 INCH CAST

IRON. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE

GROUND, CONSISTING OF BASE, CENTER SECTION, AND TOP SECTION WITH COVER.

DESIGN TO PERMIT MOVEMENT OF THE TOP SECTION WITHOUT TRANSMITTING FORCES

ONTO THE VALVE BODY.

MAINTAIN A MINIMUM OF 36" COVER OVER ALL PIPES. REFER TO THE PROJECT

MANUAL FOR FPVC PIPE REQUIREMENTS.

THRUST BLOCKS ARE NOT ALLOWED UNLESS APPROVED BY CITY PERSONNEL OR ENGINEER.

OWNER PRIOR TO TESTING WILL BE REQUIRED. TESTING SHALL BE FROM VALVE TO VALVE.

FORTY-EIGHT (48) HOURS WRITTEN ADVANCE NOTIFICATION TO THE ENGINEER AND THE

STANDARD M23. FORCE MAIN SYSTEM SHALL BE TESTED FOR TWO (2) HOURS AT 150 PSI.

FORCE MAIN SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA

TESTING

12" - 18" ABOVE THE FORCE MAIN. PIPE SHALL HAVE A CONTINUOUS 6" WIDE PERMANENT

GREEN NON-METALIC INDICATOR TAPE SHALL BE BURIED IN THE FORCE MAIN TRENCH

INSTALLATION OF THE SANITARY SEWER FORCE MAIN SHALL BE IN CONFORMANCE WITH

TRENCHING SHALL BE IN ACCORDANCE WITH THE TRENCHING DETAILS PROVIDED ON THE

ASTM D2774 - (LATEST EDITION).

CONSTRUCTION PLANS.

CONSTRUCTION METHODS

THE CONTRACTOR IS RESPONSIBLE FOR ALL SUPPORT AND BRACING NEEDED FOR EXISTING

SUPPORT

UTILITIES INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, AND TELEPHONE.

THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL WATER FOR TESTING. CONTRACTOR SHALL

ONE COMPACTION TEST SHALL BE TAKEN FOR EACH 12" LAYER OF FILL FROM THE SPRINGLINE OF THE PIPE TO THE FINISH GRADE FOR EACH 300 FEET OF PIPE AND FOR EVERY 100 SQUARE

FEET OF BACKFILL AROUND STRUCTURES.

USE AN APPROVED BACKFLOW PREVENTION DEVICE WHEN FILLING THE FORCEMAIN.

M.O.T. NOTES

THE MAINTENANCE OF TRAFFIC FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH U.S.

DEPARTMENT OF TRANSPORTATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), LATEST EDITION, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC

DESIGN STANDARDS" LATEST EDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING

AND SUBMITTING A M.O.T. PLAN IN ACCORDANCE WITH FDOT GUIDELINES, REGULATIONS AND

STANDARDS TO THE ENGINEER FOR REVISION PRIOR TO COMMENCING WORK. THE CONTRACTOR'S M.O.T. PLAN SHALL BE SEALED BY A FLORIDA REGISTERED CIVIL ENGINEER WITH KNOWLEDGE

OF PREPARING TRAFFIC CONTROL PLANS.

THE POSTED SPEED LIMITS ALONG THE ROADWAYS UNDER CONSTRUCTION SHALL BE IN FORCE,

UNLESS IT IS DEEMED APPROPRIATE THAT THE SPEED BE REDUCED.

THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE PATTERNS DURING CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL NOTIFY BUSINESSES AND RESIDENCES WITHIN THE CONSTRUCTION

AREA AT LEAST (5) WORKING DAYS PRIOR TO CONSTRUCTION AND SHALL MAINTAIN ACCESS

AT ALL TIMES.

THE CONTRACTOR SHALL ADJUST THE MAINTENANCE OF TRAFFIC SIGNS AND BARRICADES AS

NEEDED PER FIELD CONDITIONS.

CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND VEHICULAR TRAFFIC PER FDOT REQUIREMENTS.

CONTRACTOR SHALL PROVIDE ALL WARNING SIGNALS, SIGNS, LIGHTS AND FLAG MEN AS

REQUIRED BY FDOT IN THE "MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES" (FDOT INDEXES

600 - 8501, TO ENSURE SAFE PASSAGE OF VEHICULAR AND PEDESTRIAN TRAFFIC DURING

CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2) FLAGGERS, WHICH ARE CERTIFIED IN TRAFFIC CONTROL. ACCORDING TO FDOT STANDARDS, IN CONTROLLING TRAFFIC. TRAFFIC LANES

SHALL REMAIN OPEN, PER APPROVED CONTRACTOR'S M.O.T., AT ALL TIMES DURING THE

CONSTRUCTION PERIOD. "FLAG PERSON AHEAD" SIGNS SHALL BE UTILIZED PER FDOT MANUAL

"TRAFFIC CONTROL THROUGH WORK ZONE".

IT IS ANTICIPATED THAT A TRENCH BOX WILL BE NECESSARY FOR THE PIPELINE CONSTRUCTION

ON PORTIONS OF THE PROJECT. IT IS THE CONTRACTORS RESPONSIBILITY TO DRAW THEIR

OWN CONCLUSIONS ON WHICH PORTIONS OF THE PROJECT THAT TRENCH BOXES WILL BE

NEEDED AND THAT ALL COSTS ARE INCLUDED IN THE BID. NO SEPARATE PAYMENT WILL BE

MADE FOR USE OF TRENCH BOXES.

COMPACTED BACKFILL FOR ALL PIPE SHALL BE TO 95% OF THE MAXIMUM DRY DENSITY AS

DETERMINED BY AASHTO/T-180. FILL UNDER AND AROUND STRUCTURES AND PAVING, SHALL

BE COMPACTED TO 98% OF THE DRY DENSITY AS DETERMINED BY AASHTO/T-180. IN GENERAL, GREEN STRIPE ON TOP OF PIPE.

ANY TESTING.

FORCE MAIN SHALL BE FLUSHED AND PIGGED CLEAN OF ALL DELETERIOUS MATERIAL PRIOR TO

SITE AREA. LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH

BE CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK

OF CONSTRUCTION AND BE MAINTAINED THROUGHOUT CONSTRUCTION. ACCESS SHALL

ALL CONSTRUCTION WARNING SIGNAGE SHALL BE IN PLACE PRIOR TO COMMENCEMENT

A MINIMUM OF 2-WAY ONE LANE TRAFFIC SHALL BE MAINTAINED IN THE WORK SITE AREA.

NIGHT DURING CONSTRUCTION.

TRAFFIC CONTROL

GALVANIZED PIPE IS NOT ALLOWED.

CONNECTIONS TO AN EXISTING FORCE MAIN SHALL BE MADE BY WET TAP UNLESS OTHERWISE NOTED.

CONNECTIONS SHALL BE MADE WATERTIGHT AND BE INSTALLED ACCORDING TO THE MANUFACTURERS'

RECOMMENDATIONS.

FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS DATED

MAY 2024. ANY REVISIONS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED

DRAWING(S).

THE QUANTITIES, INCLUDING PIPE LENGTH, ARE APPROXIMATE ONLY.

THE CONTRACTOR SHALL PERFORM AN INDEPENDENT TAKE-OFF AND SHALL BASE THE

BID ON THE TAKE-OFF.

A STAMPED APPROVED SET OF PLANS SHALL BE PRESENT ON THE SITE AT ALL TIMES.

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision www.cphcorp.com

A Full Service A & E Firm

C 2024

Revision

1117 East Robinson Street

Orlando, FL 32801 Ph: 407.425.0452

Live Oak Reserve Force Main Replacement

City of OviedoMASON GARDBERG, P.E.

P.E. LIC # 86595 O21100

January 2024 D. Mahler

M. Gardberg D. Holland

B

ID

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T

GENERAL NOTES G-2

THE CONTRACTOR SHALL INSTALL ALONG THE TOP OF ALL PIPE A GREEN 14 GAUGE (FOR OPEN CUT) AND THREE (3) 10 GAUGE (FOR HDD) COPPER LOCATOR WIRE. THE WIRE SHALL BE PULLED WITH THE PIPE.

THE WIRE SHALL PROVIDE A CONTINUOUS ELECTRICAL CONNECTION FROM VALVE BOX TO VALVE BOX ALONG THE PIPELINE. ALL SPLICES SHALL BE MADE UTILIZING AN APPROVED U.L. CONNECTOR APPROVED FOR DIRECT BURIAL. WIRE SHALL BE ATTACHED TO THE PIPE UTILIZING AN APPROVED WIRE TIE OR TAPE. THERE SHALL BE NO SPLICES OF LOCATE WIRE ON PIPE INSTALLED BY HORIZONTAL DIRECTIONAL BORE METHODS. THE CONTRACTOR SHALL DEMONSTRATE TO THE CITY THE CONTINUITY

OF THE WIRE, FOR THE LENGTH OF THE PIPE LINE.

(MATCH EXISTING TYPE) AFTER FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION

PVC PIPE SHALL BE C900 CLASS 235 (DR 18).

ALL HDPE HORIZONTALLY DIRECTIONALLY DRILLED SHALL BE DR-11.

FORCE MAIN") ON TWO SIDES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION.

PVC PIPE SHALL BE COLOR CODED GREEN (FORCE MAINS), WITH 2" LETTERING ("SEWER

2 INCHES WIDE.

HDPE PIPE SHALL BE BLACK, AND SHALL CONTAIN A CONTINUOUS GREEN COLORED STRIPE,

2021 M icrosoft Corporation © 2021 M axar ©

CN

ES (2021) Distribution Airbus DS

N 07°08'43" E (P)

PT

PC

PC

PT

PT

PC

PT

PC

PRC

PRC

PC

PT

PC

PT

PC

PT

PC

PT

PC

PT

PC

PT

PCC

PC

PT

PC

PC

PC

PT

PRC

PT

3+00 4+00

5+00 6+00

7+00 8+00 9+00 10+00

11+00 12+00

13+00 14+00 15+00 16+00

17+00 18+00 19+00 20+00

21+00 22+00

23+00

24+00

25+00

26+00

27+00

2021 M icrosoft Corporation © 2021 M axar ©

CN

ES (2021) Distribution Airbus DS

D Y H

ICVICV

ICVICV

ICV

WM

ICVICV

ICVICV

ICV

ICV

ICV

ICV

ICVICV

WVICVICV

W V

WV

TO

E

TO

E

PT

PC

PC

PT

PT

PC

PRC

PC

PT

PT

PRC

PC

PT

PC

PC

PT

PT

PCC

PCPRC

PC

PCC

PT

PT

PC

PT

PC

26+00 27+00 28+00 29+00 30+00 31+00

32+00 33+00 34+00 35+00 36+00

37+00 38+00 39+00 40+00 41+0041+37.80

Graphic Scale in Feet

80 80 160

N

N

Graphic Scale in Feet

80 80 160

S E E B

E L O

W F

O R

C O

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IN

U A T

IO

N

S E

E A

B O

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F O

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IN

U A

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IO

N

BEGIN DIRECTIONAL DRILL

END DIRECTIONAL DRILL END DIRECTIONAL DRILL

10" PVC FM

EXISTING LIFT STATION

PROPOSED 10" PVC FM

PROPOSED 10" HDPE FM

BEGIN DIRECTIONAL DRILL

END DIRECTIONAL DRILL

BEGIN DIRECTIONAL DRILL

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision www.cphcorp.com

A Full Service A & E Firm

C 2024

Revision

1117 East Robinson Street

Orlando, FL 32801 Ph: 407.425.0452

Live Oak Reserve Force Main Replacement

City of OviedoMASON GARDBERG, P.E.

P.E. LIC # 86595 O21100

January 2024 D. Mahler

M. Gardberg D. Holland

B

ID

S E

T

KEY SHEET G-3

PROPOSED 10" HDPE FM

PROPOSED 10" HDPE FM

PROPOSED 10" HDPE FM

SHEET C-1

SHEET C-2

LIVE OAK RESERVE BLVD.

W

IL

D E

A G

L E

R U

N

SHEET C-3

SHEET C-4

SHEET C-5 SHEET C-6

SHEET C-7

C O

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T Y R

O A

D

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D A

S H

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IR

D E

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W A

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IN

G H

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O N

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C A

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IR

C

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L

PROPOSED OPEN CUT

EXISTING RIGHT OF WAY

EXISTING RIGHT OF WAY

EXISTING RIGHT OF WAY

EXISTING RIGHT OF WAY

TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS

C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED

No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

Index of Sheets

Surveyor's Certification:

VICINITY MAP

TOPOGRAPHIC SURVEY

FOR

AT

LIVE OAK RESERVE BOULEVARD

LYING IN

SECTIONS 19 AND 30-TOWNSHIP 21 SOUTH-RANGE 32 EAST

SEMINOLE COUNTY, FLORIDA

CITY OF OVIEDO

SITE

Reference Material

NOTE:

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Abbreviation Legend:

Sign Legend:

Symbol Legend:

Line Legend:

Survey Notes:

Project Area:

Sheet No.

V0.1

Fi el d C re w

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A pp ro ve d by

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500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Survey Prepared By:

L.

S.

O

K .G

.S

R .L

.S

T.

J.

G

O

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www.cphcorp.com

Architects Engineers

Landscape Architects M / E / P Planners Structural Surveyors

Traffic / Transportation Development Coordination

Offices in:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

A Full Service A & E Firm

BOULEVARD

N

H O

LLO

W

O A

K R

U N

SITE BENCHMARK # 4

TRACT "Y"

LIVE OAK

RESERVE UNIT ONE

DRAINAGE EASEMENT

LIVE OAK

RESERVE UNIT ONE

TRACT "V"

LIVE OAK

RESERVE UNIT ONE

TRACT B

LIVE OAK

RESERVE UNIT TWO

TRACT "DD"

LIVE OAK

RESERVE UNIT ONE

S 07°13'32" W (SP)569.80' (SP)(P)

N 07°13'32" E (SP)

567.89' (SP)(P)

D = 32°47'49" (SP) (P)

R = 890.00' (SP) (P)

C = 502.52' (SP) (P)

L = 509.45' (SP) (P)

CB = N 09°10'23" W (SP)

TRACT "DD"

LIVE OAK

RESERVE UNIT ONE

D = 32°47'49" (SP) (P)

R = 810.00' (SP) (P)

C = 457.35' (SP) (P)

L = 463.66' (SP) (P)

CB = S 09°10'23" E (SP)

2+00

3+00

4+00

5+00

6+00

7+00

8+00

PI

: 2

+6 9.

PC

: 5

+9 3.

TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL

Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

NOTE:

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Sheet No.

V1.1

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500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Survey Prepared By:

L.

S.

O

K .G

.S

R .L

.S

T.

J.

G

O

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www.cphcorp.com

Architects Engineers

Landscape Architects M / E / P Planners Structural Surveyors

Traffic / Transportation Development Coordination

Offices in:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

BOULEVARD

N

D = 32°47'49" (SP) (P)

R = 890.00' (SP) (P)

C = 502.52' (SP) (P)

L = 509.45' (SP) (P)

CB = N 09°10'23" W (SP)

D = 32°47'49" (SP) (P)

R = 890.00' (SP) (P)

C = 502.52' (SP) (P)

L = 509.45' (SP) (P)

CB = N 09°10'23" W (SP)

D = 32°47'49" (SP) (P)

R = 890.00' (SP) (P)

C = 502.52' (SP) (P)

L = 509.45' (SP) (P)

CB = N 09°10'23" W (SP)

TRACT "Z"

LIVE OAK

RESERVE UNIT ONE

TRACT "DD"

LIVE OAK

RESERVE UNIT ONE

TRACT "V"

LIVE OAK

RESERVE UNIT ONE

S 16°09'34" E (SP)

95.84' (SP)(P)

D = 9°24'43" (SP) (P)

R = 540.00' (SP) (P)

C = 88.60' (SP) (P)

L = 88.70' (SP) (P)

CB = S 20°51'56" E (SP)

S 25°34'17" E (SP)

137.98' (SP)(P)

D = 32°47'49" (SP) (P)

R = 810.00' (SP) (P)

C = 457.35' (SP) (P)

L = 463.66' (SP) (P)

CB = S 09°10'23" E (SP)

N 25°34'07" W (SP)

135.79' (SP)(P)

D = 27°14'55" (SP) (P)

R = 460.00' (SP) (P)

C = 216.71' (SP) (P)

L = 218.77' (SP) (P)

CB = N 11°56'50" W (SP)

D = 4°05'18" (SP) (P)

R = 3460.00' (SP) (P)

C = 246.83' (SP) (P)

L = 246.89' (SP) (P)

CB = S 18°12'13" E (SP)

9+00

10+00

11+00

12+00

13+00 14+00

PT: 10+80.40

PC: 12+18.38

PT

: 1

3+

.8

PC

: 1

3+

.6

TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS

C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED

No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

NOTE:

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Sheet No.

V1.2

Fi el d C re w

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A pp ro ve d by

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G R

A

PH

IC

S

U R

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Y

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Survey Prepared By:

L.

S.

O

K .G

.S

R .L

.S

T.

J.

G

O

0_

SC

A

N N

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.d w g

/1

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N o.

www.cphcorp.com

Architects Engineers

Landscape Architects M / E / P Planners Structural Surveyors

Traffic / Transportation Development Coordination

Offices in:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

W

ILD

EA

G

LE R

U

N

LIVE OAK RESERVE

BOULEVARD

N

D = 15°40'42" (SP) (P)

R = 525.00' (SP) (P)

C = 143.21' (SP) (P)

L = 143.66' (SP) (P)

CB = N 06°09'43" W (SP)

D = 83°45'12" (SP) (P)

R = 25.00' (SP) (P)

C = 33.38' (SP) (P)

L = 36.54' (SP) (P)

CB = N 27°52'32" E (SP)

D = 2°14'43" (SP) (P)

R = 225.00' (SP) (P)

C = 8.82' (SP) (P)

L = 8.82' (SP) (P)

CB = N 70°52'29" E (SP)

D = 15°14'04" (SP) (P)

R = 225.00' (SP) (P)

C = 59.65' (SP) (P)

L = 59.83' (SP) (P)

CB = N 79°36'53" E (SP)

SITE BENCHMARK # 3

TRACT "Z"

LIVE OAK

RESERVE UNIT ONE

TRACT "U"

LIVE OAK

RESERVE UNIT ONE

TRACT "EE"

LIVE OAK

RESERVE UNIT ONE

D = 28°49'29" (SP) (P)

R = 800.00' (SP) (P)

C = 398.24' (SP) (P)

L = 402.47' (SP) (P)

CB = S 05°50'08" E (SP)

D = 4°05'18" (SP) (P)

R = 3460.00' (SP) (P)

C = 246.83' (SP) (P)

L = 246.89' (SP) (P)

CB = S 18°12'13" E (SP)

S 87°13'55" W

(SP)

42.12' (SP)(P)

D = 15°27'36" (SP) (P)

R = 275.00' (SP) (P)

C = 73.98' (SP) (P)

L = 74.20' (SP) (P)

CB = S 79°30'07" W (SP)

D = 2°01'11" (SP) (P)

R = 275.00' (SP) (P)

C = 9.69' (SP) (P)

L = 9.69' (SP) (P)

CB = S 70°45'43" W (SP)

S 69°45'08" W (SP)

15.45' (SP)(P)

D = 90°32'38" (SP) (P)

R = 25.00' (SP) (P)

C = 35.52' (SP) (P)

L = 39.51' (SP) (P)

CB = N 64°58'33" W (SP)

D = 39°13'16" (SP) (P)

R = 875.00' (SP) (P)

C = 587.34' (SP) (P)

L = 598.97' (SP) (P)

CB = N 00°05'36" W (SP)

N 69°45'08" E (SP)

18.38' (SP)(P)

N

87°13'55" E (SP)

46.86' (SP)(P)

D = 27°14'55" (SP) (P)

R = 460.00' (SP) (P)

C = 216.71' (SP) (P)

L = 218.77' (SP) (P)

CB = N 11°56'50" W (SP)

S 08°34'37" W (SP)115.63' (SP)(P)

TRACT "V"

LIVE OAK

RESERVE UNIT ONE

15+00

16+00

17+00

18+00

19+00

20+00

PR

C

: 1 4+

.4

PC

C:

6+

.5

PRC: 16+66.72

TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS

C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED

No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

NOTE:

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Sheet No.

V1.3

Fi el d C re w

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TO

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G R

A

PH

IC

S

U R

VE

Y

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Survey Prepared By:

L.

S.

O

K .G

.S

R .L

.S

T.

J.

G

O

0_

SC

A

N N

ER

.d w g

/1

1/

B y

R ev is io n D at e

N o.

www.cphcorp.com

Architects Engineers

Landscape Architects M / E / P Planners Structural Surveyors

Traffic / Transportation Development Coordination

Offices in:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

W

ADING

HERO

N TERRACE

LIVE OAK RESERVE

BOULEVARD

N

SITE BENCHMARK # 2

TRACT "EE"

LIVE OAK

RESERVE UNIT ONE

TRACT "Q"

LIVE OAK

RESERVE UNIT ONE

TRACT "S"

LIVE OAK

RESERVE UNIT ONE

REPLAT OF LIVE OAK RESERVE UNIT ONE

N 70°28'58" W (SP)

95.00' (SP)(P)

N

°2 8'

" W

(S P)

.0

0' (S

P) (P

D = 90°00'00" (SP) (P)

R = 25.00' (SP) (P)

C = 35.36' (SP) (P)

L = 39.27' (SP) (P)

CB = N 25°28'58" W (SP)

S 70°28'58" E (SP)

17.31' (SP)(P)

D = 84°52'04" (SP) (P)

R = 25.00' (SP) (P)

C = 33.74' (SP) (P)

L = 37.03' (SP) (P)

CB = S 28°02'56" E (SP)

S 14°23'06" W (SP)169.59' (SP)(P)

D = 5°07'56" (SP) (P)

R = 1000.00' (SP) (P)

C = 89.54' (SP) (P)

L = 89.57' (SP) (P)

CB = S 16°57'04" W (SP)

S 19°31'02" W (SP)

53.66' (SP)(P)

D = 10°56'25" (SP) (P)

R = 975.00' (SP) (P)

C = 185.89' (SP) (P)

L = 186.17' (SP) (P)

CB = S 14°02'49" W (SP)

S 08°34'37" W (SP)115.63' (SP)(P)

N 19°31'02" E (SP)

309.78' (SP)(P)

D = 90°00'00" (SP) (P)

R = 25.00' (SP) (P)

C = 35.36' (SP) (P)

L = 39.27' (SP) (P)

CB = N 64°31'02" E (SP)

S 70°28'58" E (SP)

25.00' (SP)(P)

S

°2 8'

" E

(S P)

.0

0' (S

P) (P

CANO

E BIRCH PLACE

D = 39°13'16" (SP) (P)

R = 875.00' (SP) (P)

C = 587.34' (SP) (P)

L = 598.97' (SP) (P)

CB = N 00°05'36" W (SP)

21+00

22+00

23+00

24+00

25+00

26+00

27+00

PT

: 2

3+

.8

PI

: 2

6+

.6

TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS

C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED

No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

NOTE:

M A

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Sheet No.

V1.4

Fi el d C re w

D ra w n by

C he ck ed b y:

A pp ro ve d by

Sc al e:

D at e:

Jo b

N o.

Fi le

N /A 20

C

TO

PO

G R

A

PH

IC

S

U R

VE

Y

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Survey Prepared By:

L.

S.

O

K .G

.S

R .L

.S

T.

J.

G

O

0_

SC

A

N N

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.d w g

/1

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B y

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N o.

www.cphcorp.com

Architects Engineers

Landscape Architects M / E / P Planners Structural Surveyors

Traffic / Transportation Development Coordination

Offices in:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

CANO

E BIRCH PLACE

D

EER

O A

K C

IR

C

LE

LIVE OAK RESERVEBOULEVARD

N

SITE BENCHMARK # 5

TRACT "M"

LIVE OAK

RESERVE UNIT ONE

TRACT "FF"

LIVE OAK

RESERVE UNIT ONE

TRACT "K"

LIVE OAK

RESERVE UNIT ONE

TRACT "L"

LIVE OAK

RESERVE UNIT ONE

TRACT "F"

LIVE OAK

RESERVE UNIT ONE

TRACT "E"

LIVE OAK

RESERVE UNIT ONE

REPLAT OF LIVE OAK

RESERVE UNIT ONE

N

°0 1'

W (S

P)

.1 3'

(S P)

(P

N 19°31'02" E (SP)

41.43' (SP)(P)

D = 9°52'41" (SP) (P)

R = 475.00' (SP) (P)

C = 81.79' (SP) (P)

L = 81.89' (SP) (P)

CB = N 00°20'23" W (SP)

D = 96°22'46" (SP) (P)

R = 25.00' (SP) (P)

C = 37.27' (SP) (P)

L = 42.05' (SP) (P)

CB = N 52°47'21" E (SP)

S 79°01'16" E (SP)

22.95' (SP)(P)

S

°0 1'

E (S

P)

.1 3'

(S P)

(P

D = 75°12'19" (SP) (P)

R = 25.00' (SP) (P)

C = 30.51' (SP) (P)

L = 32.81' (SP) (P)

CB = S 29°34'35" E (SP)

D = 3°43'07" (SP) (P)

R = 575.00' (SP) (P)

C = 37.31' (SP) (P)

L = 37.32' (SP) (P)

CB = S 06°10'01" W (SP)

S 04°18'28" W (SP)

167.59' (SP)(P)

D = 10°04'38" (SP) (P)

R = 550.00' (SP) (P)

C = 96.61' (SP) (P)

L = 96.73' (SP) (P)

CB = S 09°20'47" W (SP)

S 14°23'06" W (SP)219.00' (SP)(P)

D = 95°07'56" (SP) (P)

R = 25.00' (SP) (P)

C = 36.90' (SP) (P)

L = 41.51' (SP) (P)

CB = S 61°57'04" W (SP)

N 70°28'58" W (SP)

22.86' (SP)(P)

D = 9°52'41" (SP) (P)

R = 475.00' (SP) (P)

C = 81.79' (SP) (P)

L = 81.89' (SP) (P)

CB = N 00°20'23" W (SP)

TRACT "F"LIVE OAK

RESERVE UNIT ONE

TRACT "K"LIVE OAK

RESERVE UNIT ONE

28+00

29+00

30+00 31+00

32+00

33+00

PC

: 2

7+

.0

PR

C

: 3 1+

.8

PC

C:

2+

.8

TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS

C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED

No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

NOTE:

SE

E

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AT

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"E

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Sheet No.

V1.5

Fi el d C re w

D ra w n by

C he ck ed b y:

A pp ro ve d by

Sc al e:

D at e:

Jo b

N o.

Fi le

N /A 20

C

TO

PO

G R

A

PH

IC

S

U R

VE

Y

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Survey Prepared By:

L.

S.

O

K .G

.S

R .L

.S

T.

J.

G

O

0_

SC

A

N N

ER

.d w g

/1

1/

B y

R ev is io n D at e

N o.

www.cphcorp.com

Architects Engineers

Landscape Architects M / E / P Planners Structural Surveyors

Traffic / Transportation Development Coordination

Offices in:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

D

EER

O A

K C

IR

C

LE

R

ED

A

SH

C

IR

C

LE

N

LIVE OAK RESERVE

BOULEVARD

SITE BENCHMARK # 5

TRACT "G"

LIVE OAK

RESERVE UNIT ONE

TRACT "A"

LIVE OAK

RESERVE UNIT ONE

TRACT "R2"

LIVE OAK

RESERVE UNIT ONE

C

C9

N 20°30'16" E (SP)

108.34' (SP)(P)

S 20°15'29" W (SP)

122.01' (SP)(P)

C7

N 22°20'25" E (SP)

265.46' (SP)(P)

C6

S 20°57'22" W (SP)

278.83' (SP)(P)

C1C2

C 3 C4

C5

S 20°57'22" W (SP)

669.55' (SP)(P)

D = 3°13'24" (SP) (P)

R = 575.00' (SP) (P)

C = 32.34' (SP) (P)

L = 32.35' (SP) (P)

CB = S 19°20'40" W (SP)

D = 95°05'18" (SP) (P)

R = 25.00' (SP) (P)

C = 36.89' (SP) (P)

L = 41.49' (SP) (P)

CB = S 65°16'37" W (SP)

N 67°10'44" W (SP)

12.37' (SP)(P)

N

7°

'4 4"

W (S

P)

.6 3'

(S P)

(P

N 22°20'25" E (SP)

669.86' (SP)(P)

D = 4°58'56" (SP) (P)

R = 475.00' (SP) (P)

C = 41.29' (SP) (P)

L = 41.30' (SP) (P)

CB = N 19°50'57" E (SP)

D = 96°22'45" (SP) (P)

R = 25.00' (SP) (P)

C = 37.27' (SP) (P)

L = 42.05' (SP) (P)

CB = N 30°49'54" W (SP)

N 79°01'16" W (SP)

22.95' (SP)(P)

N 79°01'16" W

(SP)

59.13' (SP)(P)

D = 96°22'46" (SP) (P)

R = 25.00' (SP) (P)

C = 37.27' (SP) (P)

L = 42.05' (SP) (P)

CB = N 52°47'21" E (SP)

S 79°01'16" E (SP)

22.95' (SP)(P)

S 79°01'16" E (SP)

59.13' (SP)(P)

S

°1 0'

E (S

P)

2.

SP

)(P

S 67°10'44" E (SP)

21.38' (SP)(P)

D = 75°12'19" (SP) (P)

R = 25.00' (SP) (P)

C = 30.51' (SP) (P)

L = 32.81' (SP) (P)

CB = S 29°34'35" E (SP)

D = 3°43'07" (SP) (P)

R = 575.00' (SP) (P)

C = 37.31' (SP) (P)

L = 37.32' (SP) (P)

CB = S 06°10'01" W (SP)

D = 9°52'41" (SP) (P)

R = 475.00' (SP) (P)

C = 81.79' (SP) (P)

L = 81.89' (SP) (P)

CB = N 00°20'23" W (SP)

TRACT "G"

LIVE OAK

RESERVE UNIT ONE

TRACT "R1"

LIVE OAK

RESERVE UNIT ONE

TRACT "F"

LIVE OAK

RESERVE UNIT ONE

TRACT "K"

LIVE OAK

RESERVE UNIT ONE

33+00

34+00 35+00 36+00

37+00 38+00

PC

C:

2+

.8

PT

: 3

3+

.7

PC

: 3

6+

.0

PR

C:

6+

.0

PT

: 3

7+

.2

TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS

C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED

No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

NOTE:

SE

E

M A

TC

H

LI

N

E "E

SE

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SH

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Sheet No.

V1.6

Fi el d C re w

D ra w n by

C he ck ed b y:

A pp ro ve d by

Sc al e:

D at e:

Jo b

N o.

Fi le

N /A 20

C

TO

PO

G R

A

PH

IC

S

U R

VE

Y

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Survey Prepared By:

L.

S.

O

K .G

.S

R .L

.S

T.

J.

G

O

0_

SC

A

N N

ER

.d w g

/1

1/

B y

R ev is io n D at e

N o.

www.cphcorp.com

Architects Engineers

Landscape Architects M / E / P Planners Structural Surveyors

Traffic / Transportation Development Coordination

Offices in:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

C O

U N

TY R

O

A D

N O

. 419

LIVE OAK RESERVE

BOULEVARD

DRAINAGE

EASEMENT

N

SITE BENCHMARK # 1

TRACT "G"

LIVE OAK

RESERVE UNIT ONE

TRACT "A"

LIVE OAK

RESERVE UNIT ONE

TRACT "R1"

LIVE OAK

RESERVE UNIT ONE

C10

N 21°38'53" E (SP)

182.68' (SP)(P)

C

S 21°38'53" W (SP)

189.98' (SP)(P)C12

D = 93°58'28" (SP) (P)

R = 25.00' (SP) (P)

C = 36.56' (SP) (P)

L = 41.00' (SP) (P)

CB = S 26°01'52" E (SP)

D = 84°38'29" (SP) (P)

R = 25.00' (SP) (P)

C = 33.66' (SP) (P)

L = 36.93' (SP) (P)

CB = N 64°39'39" E (SP)

N 20°30'16" E (SP)

108.34' (SP)(P)

S 20°15'29" W (SP)

122.01' (SP)(P)

N 22°20'25" E (SP)

669.86' (SP)(P)

S 20°57'22" W (SP)

669.55' (SP)(P)

S 73°01'06" E (SP)

S 73°01'06" E (SP)

1168.00' (SP)(P)

TRACT "R1"

LIVE OAK

RESERVE UNIT ONE

39+00 40+00 41+00 41+38

PC

: 3

8+

.6

PT

: 3

8+

.8

EN

D

: 4 1+

.8

TITLE BLOCK ABBREVIATIONS

Eng. = ENGINEERING L.B. = LICENSED BUSINESS

C.O.A. = CERTIFICATE OF AUTHORIZATION Arch.= ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED

No. = NUMBER P.O. = POST OFFICE © = COPYRIGHT

NOTE:

M A

TC

H

LI

N

E "F

SE

E

SH

EE

T

SE

C

TI

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N S

0-

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B

O U

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IT

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Sheet No.

V1.7

Fi el d C re w

D ra w n by

C he ck ed b y:

A pp ro ve d by

Sc al e:

D at e:

Jo b

N o.

Fi le

N /A 20

C

TO

PO

G R

A

PH

IC

S

U R

VE

Y

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Survey Prepared By:

L.

S.

O

K .G

.S

R .L

.S

T.

J.

G

O

0_

SC

A

N N

ER

.d w g

/1

1/

B y

R ev is io n D at e

N o.

www.cphcorp.com

Architects Engineers

Landscape Architects M / E / P Planners Structural Surveyors

Traffic / Transportation Development Coordination

Offices in:

· Florida

· Puerto Rico

· Connecticut

· Maryland

· Texas

D = 32°47'49" (SP) (P)

R = 890.00' (SP) (P)

C = 502.52' (SP) (P)

L = 509.45' (SP) (P)

CB = N 09°10'23" W (SP)

D = 32°47'49" (SP) (P)

R = 890.00' (SP) (P)

C = 502.52' (SP) (P)

L = 509.45' (SP) (P)

CB = N 09°10'23" W (SP)

D = 32°47'49" (SP) (P)

R = 890.00' (SP) (P)

C = 502.52' (SP) (P)

L = 509.45' (SP) (P)

CB = N 09°10'23" W (SP)

SITE BENCHMARK # 4

TRACT "Y"

LIVE OAK

RESERVE UNIT ONE

DRAINAGE EASEMENT

LIVE OAK

RESERVE UNIT ONE

TRACT "V"

LIVE OAK

RESERVE UNIT ONE

TRACT "DD"

LIVE OAK

RESERVE UNIT ONE

D = 32°47'49" (SP) (P)

R = 810.00' (SP) (P)

C = 457.35' (SP) (P)

L = 463.66' (SP) (P)

CB = S 09°10'23" E (SP)

D = 32°47'49" (SP) (P)

R = 890.00' (SP) (P)

C = 502.52' (SP) (P)

L = 509.45' (SP) (P)

CB = N 09°10'23" W (SP)

D = 32°47'49" (SP) (P)

R = 810.00' (SP) (P)

C = 457.35' (SP) (P)

L = 463.66' (SP) (P)

CB = S 09°10'23" E (SP)

4+00

5+00

6+00

7+00 8+00

9+00

INSTALL ± 410 L.F. OF

10" DR-11 HDPE FM

RIGHT OF WAY

REMOVE EXISTING 10" FM AND CONNECT

NEW 10" FM TO EXISTING 10"x6"

REDUCER. CONTRACTOR TO FIELD

VERIFY EXISTING FM PIPE SIZE AND

DEPTH AT POINT OF CONNECTION.

EXISTING 6" - 45° BENDS

SEE FM CONNECTION

DETAIL 1, THIS SHEET

REMOVE EXISTING 10" FM AND CONNECT

PROPOSED 10" FM TO EXISTING REDUCER.

CONTRACTOR TO FIELD VERIFY LOCATION

OF EXISTING FORCE MAIN.

Graphic Scale in Feet

20 20 40

N

M A

T C

H S

T A

. 9

LEGEND

REMOVE AND REPLACE EXISTING SIDEWALK

REMOVE AND REPLACE EXISTING CURB

PROPOSED FORCE MAIN - BY OPENCUT

PROPOSED FORCE MAIN - BY DIRECTIONAL DRILL

OPEN CUT AND RESTORE EXISTING ROADWAY

EXISTING RECLAIMED MAIN - TO REMAIN

EXISTING DRAINAGE

EXISTING GRAVITY SEWER - TO REMAIN

EXISTING WATER MAIN - TO REMAIN

EXISTING TREES TO BE REMOVED AND REPLACED

AS NECESSARY

EXISTING FORCE MAIN - TO REMAIN

LIVE OAK RESERVE BOULEVARD

STA. 4+36 (18.2' RT.)±

INSTALL: 10" - 45° BEND

STA. 4+96 (28.2' RT.)±

INSTALL: 10" PLUG VALVE

STA. 5+00 (28.2' RT.)±

INSTALL: 10" - 11 14° BEND

INSTALL: ± 130 L.F. OF 10" DR18 - C900 PVC FM

PROPOSED 50'x10' PIT. AREA

TO BE RESTORED FOLLOWING

CONSTRUCTION.

EXISTING FORCE MAIN TO BE GROUT

FILLED AND ABANDONED IN PLACE

SURVEY BASELINE

HORIZONTAL RADIUS = 900'

160'

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision www.cphcorp.com

A Full Service A & E Firm

C 2024

Revision

1117 East Robinson Street

Orlando, FL 32801 Ph: 407.425.0452

Live Oak Reserve Force Main Replacement

City of OviedoMASON GARDBERG, P.E.

P.E. LIC # 86595 O21100

January 2024 D. Mahler

M. Gardberg D. Holland

B

ID

S E

T

SITE PLAN C-1

STA. 4+45 (27.7' RT.)±

INSTALL: 10" - 45° BEND

STA. 4+28 (37.0' LT.)±

INSTALL: 10" - 45° BEND

STA. 4+37 (26.7' LT.)±

INSTALL: 10" - 45° BEND

OPENCUT AND RESTORE

26 S.Y. CONCRETE SIDEWALK

REMOVE AND REPLACE 10 L.F.

CONCRETE CURB AND GUTTER

OPENCUT AND RESTORE 28 S.Y. ASPHALT

ROADWAY. RESTORATION INCLUDES

THERMOPLASTIC STRIPING AND RETRO

REFLECTIVE PAVEMENT MARKERS CLASS B (FDOT).

REMOVE AND REPLACE 10 L.F.

CONCRETE CURB AND GUTTER

EXISTING FORCE MAIN (NOT SURVEYED)

- TO REMAIN

EXISTING FORCE MAIN - TO BE ABANDONED

EXISTING FORCE MAIN (NOT SURVEYED)

- TO BE ABANDONED

C-8C-1

A

FM CONNECTION DETAIL 1

NOT TO SCALE

EXISTING 10"x6" REDUCER

EXISTING R/W

EXISTING 6' CLF

EXISTING 6' VINYL FENCE

INSTALL 10" - 45° BEND

EXISTING 6" FM

EXISTING VALVE VAULT

EXISTING 6" TEE

EXISTING 6" - 90° BEND

STA. 4+89 (28' RT.)±

INSTALL: 2" ARV

CONTRACTOR TO FIELD VERIFY

LOCATION OF EXISTING RECLAIM

MAINS AND PROTECT AND

SUPPORT DURING CONSTRUCTION

REMOVE AND REPLACE FENCING

AND LANDSCAPE TO ALLOW FOR

CONNECTION TO FORCE MAIN.

NOTE:

CONTRACTOR TO COORDINATE WITH THE CITY

UTILITIES FOR LIFT STATION TEMPORARY

SHUTDOWNS AND BYPASSING DURING TIE IN.

D = 15°40'42" (SP) (P)

R = 525.00' (SP) (P)

C = 143.21' (SP) (P)

D

CB = N 27°52'32" E (SP)

TRACT "Z"

LIVE OAK

RESERVE UNIT ONE

TRACT "DD"

LIVE OAK

RESERVE UNIT ONE

TRACT "V"

LIVE OAK

RESERVE UNIT ONE

S 16°09'34" E (SP)

95.84' (SP)(P)

D = 9°24'43" (SP) (P)

R = 540.00' (SP) (P)

C = 88.60' (SP) (P)

L = 88.70' (SP) (P)

CB = S 20°51'56" E (SP)

= 32°47'49" (SP) (P)

CB = S 09°10'23" E (SP)

N 25°34'07" W (SP)135.79' (SP)(P)

D = 27°14'55" (SP) (P)

R = 460.00' (SP) (P)

C = 216.71' (SP) (P)

L = 218.77' (SP) (P)

CB = N 11°56'50" W (SP)

D = 27°14'55" (SP) (P)

R = 460.00' (SP) (P)

C = 216.71' (SP) (P)

L = 218.77' (SP) (P)

CB = N 11°56'50" W (SP)

TRACT "V"

LIVE OAKRESERVE UNIT ONE

D = 4°05'18" (SP) (P)

R = 3460.00' (SP) (P)

C = 246.83' (SP) (P)

L = 246.89' (SP) (P)

CB = S 18°12'13" E (SP)

9+00 10+00

11+00

12+00

13+00

14+00

15+00

RIGHT OF WAY

Graphic Scale in Feet

20 20 40

N

M A

T C

H S

T A

M A

T C

H S

T A

LIVE OAK RESERVE BOULEVARD

INSTALL ± 590 L.F. OF

10" DR-11 HDPE FM

RIGHT OF WAY

RIGHT OF WAY

SURVEY BASELINE

HORIZONTAL RADIUS = 900'

HORIZONTAL RADIUS = 2000'

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision www.cphcorp.com

A Full Service A & E Firm

C 2024

Revision

1117 East Robinson Street

Orlando, FL 32801 Ph: 407.425.0452

Live Oak Reserve Force Main Replacement

City of OviedoMASON GARDBERG, P.E.

P.E. LIC # 86595 O21100

January 2024 D. Mahler

M. Gardberg D. Holland

B

ID

S E

T

SITE PLAN C-2

LEGEND

REMOVE AND REPLACE EXISTING SIDEWALK

REMOVE AND REPLACE EXISTING CURB

PROPOSED FORCE MAIN - BY OPENCUT

PROPOSED FORCE MAIN - BY DIRECTIONAL DRILL

OPEN CUT AND RESTORE EXISTING ROADWAY

EXISTING RECLAIMED MAIN - TO REMAIN

EXISTING DRAINAGE

EXISTING GRAVITY SEWER - TO REMAIN

EXISTING WATER MAIN - TO REMAIN

EXISTING TREES TO BE REMOVED AND REPLACED

AS NECESSARY

EXISTING FORCE MAIN - TO REMAIN

EXISTING FORCE MAIN (NOT SURVEYED)

- TO REMAIN

EXISTING FORCE MAIN - TO BE ABANDONED

EXISTING FORCE MAIN (NOT SURVEYED)

- TO BE ABANDONED

EXISTING FORCE MAIN TO BE GROUT

FILLED AND ABANDONED IN PLACE

D = 15°40'42" (SP) (P)

R = 525.00' (SP) (P)

C = 143.21' (SP) (P)

L = 143.66' (SP) (P)

CB = N 06°09'43" W (SP)

D = 83°45'12" (SP) (P)

R = 25.00' (SP) (P)

C = 33.38' (SP) (P)

L = 36.54' (SP) (P)

CB = N 27°52'32" E (SP)

D = 2°14'43" (SP) (P)

R = 225.00' (SP) (P)

C = 8.82' (SP) (P)

L = 8.82' (SP) (P)

CB = N 70°52'29" E (SP)

SITE BENCHMARK # 3

TRACT "Z"

LIVE OAK

RESERVE UNIT ONE

TRACT "U"

LIVE OAK

RESERVE UNIT ONE

TRACT "EE"

LIVE OAK

RESERVE UNIT ONE

S 08°34'37" W (SP)

115.63' (SP)(P)

D = 4°05'18" (SP) (P)

R = 3460.00' (SP) (P)

C = 246.83' (SP) (P)

L = 246.89' (SP) (P)

CB = S 18°12'13" E (SP)

D = 39°13'16" (SP) (P)

R = 875.00' (SP) (P)

C = 587.34' (SP) (P)

L = 598.97' (SP) (P)

CB = N 00°05'36" W (SP)

= 27°14'55" (SP) (P)

R = 460.00' (SP) (P)

C = 216.71' (SP) (P)

L = 218.77' (SP) (P)

CB = N 11°56'50" W (SP)

S 08°34'37" W (SP)

115.63' (SP)(P)

TRACT "V"

LIVE OAK

RESERVE UNIT ONE

15+00 16+00

17+00

18+00 19+00

20+00

21+00

Graphic Scale in Feet

20 20 40

N

M A

T C

H S

T A

M A

T C

H S

T A

LIVE OAK RESERVE BOULEVARD

INSTALL ± 330 L.F. OF

10" DR-11 HDPE FM

STA. 18+33 (37.7' LT.)±

INSTALL 10" - 11 14° BEND

STA. 18+37 (38.0' LT.)±

INSTALL 2" ARV

STA. 18+40 (38.3' LT.)±

INSTALL 10" PLUG VALVE

STA. 19+29 (29.9' LT.)±

INSTALL 10" - 22 12° BEND

STA. 18+68 (41.1' LT.)±

INSTALL 10" - 11 14° BEND

RIGHT OF WAY

INSTALL ± 105 L.F. OF 10" DR18 - C900 PVC FM

INSTALL ± 175 L.F. OF

10" DR-11 HDPE FM

RIGHT OF WAY

PROPOSED 50'x10' PIT. AREA

TO BE RESTORED FOLLOWING

CONSTRUCTION.

EXISTING FORCE MAIN TO

BE GROUT FILLED AND

ABANDONED IN PLACE

SURVEY BASELINE

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision www.cphcorp.com

A Full Service A & E Firm

C 2024

Revision

1117 East Robinson Street

Orlando, FL 32801 Ph: 407.425.0452

Live Oak Reserve Force Main Replacement

City of OviedoMASON GARDBERG, P.E.

P.E. LIC # 86595 O21100

January 2024 D. Mahler

M. Gardberg D. Holland

B

ID

S E

T

SITE PLAN C-3

STA. 18+91 (39.5' LT.)±

INSTALL 10" - 11 14° BEND

LEGEND

REMOVE AND REPLACE EXISTING SIDEWALK

REMOVE AND REPLACE EXISTING CURB

PROPOSED FORCE MAIN - BY OPENCUT

PROPOSED FORCE MAIN - BY DIRECTIONAL DRILL

OPEN CUT AND RESTORE EXISTING ROADWAY

EXISTING RECLAIMED MAIN - TO REMAIN

EXISTING DRAINAGE

EXISTING GRAVITY SEWER - TO REMAIN

EXISTING WATER MAIN - TO REMAIN

EXISTING TREES TO BE REMOVED AND REPLACED

AS NECESSARY

EXISTING FORCE MAIN - TO REMAIN

EXISTING FORCE MAIN (NOT SURVEYED)

- TO REMAIN

EXISTING FORCE MAIN - TO BE ABANDONED

EXISTING FORCE MAIN (NOT SURVEYED)

- TO BE ABANDONED

LOCATE AND PROTECT

EXISTING VALVE

EXISTING FORCE MAIN TO BE GROUT

FILLED AND ABANDONED IN PLACE

PROTECT TREE

ROOTS FROM DAMAGE

PROTECT TREE

ROOTS FROM DAMAGE

TRACT "EE"

LIVE OAK

RESERVE UNIT ONE

TRACT "Q"

LIVE OAK

RESERVE UNIT ONE

TRACT "S"

LIVE OAK

RESERVE UNIT ONE

S 08°34'37" W (SP)

115.63' (SP)(P)

D = 39°13'16" (SP) (P)

R = 875.00' (SP) (P)

C = 587.34' (SP) (P)

L = 598.97' (SP) (P)

CB = N 00°05'36" W (SP)

21+00

22+00 23+00 24+00

25+00 26+00

Graphic Scale in Feet

20 20 40

N

M A

T C

H S

T A

M A

T C

H S

T A

. 2

LIVE OAK RESERVE BOULEVARD

RIGHT OF WAY

RIGHT OF WAY

INSTALL ± 500 L.F. OF

10" DR-11 HDPE FM

SURVEY BASELINE

HORIZONTAL RADIUS = 1750'

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision www.cphcorp.com

A Full Service A & E Firm

C 2024

Revision

1117 East Robinson Street

Orlando, FL 32801 Ph: 407.425.0452

Live Oak Reserve Force Main Replacement

City of OviedoMASON GARDBERG, P.E.

P.E. LIC # 86595 O21100

January 2024 D. Mahler

M. Gardberg D. Holland

B

ID

S E

T

SITE PLAN C-4

LEGEND

REMOVE AND REPLACE EXISTING SIDEWALK

REMOVE AND REPLACE EXISTING CURB

PROPOSED FORCE MAIN - BY OPENCUT

PROPOSED FORCE MAIN - BY DIRECTIONAL DRILL

OPEN CUT AND RESTORE EXISTING ROADWAY

EXISTING RECLAIMED MAIN - TO REMAIN

EXISTING DRAINAGE

EXISTING GRAVITY SEWER - TO REMAIN

EXISTING WATER MAIN - TO REMAIN

EXISTING TREES TO BE REMOVED AND REPLACED

AS NECESSARY

EXISTING FORCE MAIN - TO REMAIN

EXISTING FORCE MAIN (NOT SURVEYED)

- TO REMAIN

EXISTING FORCE MAIN - TO BE ABANDONED

EXISTING FORCE MAIN (NOT SURVEYED)

- TO BE ABANDONED

SITE BENCHMARK # 2

SITE BENCHMARK # 5

TRACT "S"LIVE OAKRESERVE UNIT ONE

TRACT "M"

LIVE OAK

RESERVE UNIT ONE

TRACT "FF"

LIVE OAK

RESERVE UNIT ONE

TRACT "K"

LIVE OAK

RESERVE UNIT ONE

TRACT "L"

LIVE OAK

RESERVE UNIT ONE

TRACT "F"LIVE OAKRESERVE UNIT ONE

TRACT "E"

LIVE OAK

RESERVE UNIT ONE

D = 9°52'41" (SP) (P)

R = 475.00' (SP) (P)

C = 81.79' (SP) (P)

L = 81.89' (SP) (P)

CB = N 00°20'23" W (SP)

D

CB = N 00°20'23" W (SP)

RESERVE UNIT ONE

26+00

27+00

28+00

29+00 30+00

31+00

32+00

Graphic Scale in Feet

20 20 40

N

M A

T C

H S

T A

M A

T C

H S

T A

. 3

LIVE OAK RESERVE BOULEVARD

C

A N

O E

B

IR

C H

P L A

C E

W A

D

IN

G H

E R

O N

T E

R R

A C

E

INSTALL ± 335 L.F. OF 10" DR-11 HDPE FM

STA. 30+02 (39.4' LT.)±

INSTALL 10" - 45° BEND

STA. 29+65 (27.4' LT.)±

INSTALL 2" ARV

STA. 29+68 (26.8' LT.)±

INSTALL 10" PLUG…