IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECTENGINEER: DO NOT USE FOR

CONSTRUCTION

HAZEN AND SAWYER919 LAKE BALDWIN LANE, SUTIE A

ORLANDO, FLORIDA 32814CERTIFICATE OF AUTHORIZATION No. 2771

NORTHWEST WATER RECLAMATION FACILITYREUSE WATER STORAGE IMPROVEMENTS

REV ISSUED FOR DATE BY

ORANGE COUNTYFLORIDA

0 1"1/2"

44014-001

1CONTRACT NO.:

HAZEN NO.:

DATE: APRIL 2017

DRAWINGNUMBER:

R. ANDERSON

ROBERT K. ANDERSON, PE No. 471291 BID SET 04/2017 RKA

RKA

ESM

C01

CIVILEXISTING SITE PLANCIK

EXISTING SITE PLAN1"=30'

EXISTING2.0 MG GROUNDSTORAGE TANK

EXISTINGCLARIFIER

EXISTING SOILCEMENT ROADWAY

EXISTING SOILCEMENT ROADWAY

NOTES:1. THE CONTRACTOR SHALL CONTACT THE POWER

COMPANY TO ARRANGE FOR TEMPORARY ELECTRICPOWER FOR FIELD TRAILERS AND OTHER USES.THE CONTRACTOR SHALL PLAN TO GETTEMPORARY ELECTRIC POWER FROM THEFURTHEST POINT AT McCORMICK ROAD.

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECTENGINEER: DO NOT USE FOR

CONSTRUCTION

HAZEN AND SAWYER919 LAKE BALDWIN LANE, SUTIE A

ORLANDO, FLORIDA 32814CERTIFICATE OF AUTHORIZATION No. 2771

NORTHWEST WATER RECLAMATION FACILITYREUSE WATER STORAGE IMPROVEMENTS

REV ISSUED FOR DATE BY

ORANGE COUNTYFLORIDA

0 1"1/2"

44014-001

1CONTRACT NO.:

HAZEN NO.:

DATE: APRIL 2017

DRAWINGNUMBER:

R. ANDERSON

ROBERT K. ANDERSON, PE No. 471291 BID SET 04/2017 RKA

RKA

ESM

C02

CIVILPROPOSED SITE AND

STAGING PLANCIK

PROPOSED SITE PLAN1"=30'

RECIRCULATIONPUMP STATION

EXISTING 2.0 MGGROUND

STORAGE TANK 3.0 MG GROUNDSTORAGE TANK

N=1561238.26E=487732.50

STAGING AREA

N=1561166.02E=487568.27 N=1561188.03

E=487594.27

FIELDOFFICES

NOTES:SEQUENCE OF CONSTRUCTION

1. COORDINATE SEQUENCE OF CONSTRUCTION FOR PIPE TIE-INS WITH THE COUNTY AT LEAST7 DAYS IN ADVANCE OF SCHEDULED DATE FOR TIE-INS.

2. FIELD LOCATE UNDERGROUND UTILITIES.

3. RELOCATE SITE ELECTRICAL CABLES AND PULLBOXES IN ADVANCE OF 30-INCH PIPECONSTRUCTION - REFER TO DWG E-03.

4. CONSTRUCT NEW 30-INCH PLANT EFFLUENT PIPE TO WITHIN ONE PIPE LENGTH OF TIE-INLOCATIONS AT EACH END OF NEW 30-INCH PLANT EFFLUENT PIPE.

5. FIELD VERIFY EXISTING 30 INCH PLANT EFFLUENT PIPE ELEVATIONS AT PROPOSED TIE-INLOCATIONS. ESTIMATED CENTERLINE ELEVATIONS ARE:

NORTH TIE-IN 106.67 FT.SOUTH TIE-IN 116.67 FT.

6. MAINTAIN CENTERLINE ELEVATION AT 106.67' FOR ALL SEGMENTS OF 30 INCH PLANTEFFLUENT PIPELINE WITHIN 25 FEET OF THE PROPOSED 3.0 MG GROUND STORAGE TANK TOFACILITATE TANK CONSTRUCTION.

7. PRESSURE TEST NEWLY CONSTRUCTED 30-INCH PLANT EFFLUENT PIPE.

8. DEWATER, SHORE AND EXCAVATE PITS AS REQUIRED TO CONNECT NEW 30-INCH PLANTEFFLUENT PIPE TO EXISTING 30-INCH PLANT EFFLUENT PIPE (TYPICAL EACH END OF NEW30-INCH PLANT EFFLUENT PIPE).

9. INSTALL TEMPORARY PUMPS AND PIPING TO CONVEY PLANT EFFLUENT FROM EXISTINGPIPING AFTER THE PIPE HAS BEEN CUT. TEMPORARY PIPING SHALL CONVEY PIPE DRAINWATER TO LOCATIONS DESIGNATED ON THE DRAWINGS. INSTALL EROSION ANDSEDIMENT CONTROLS AT TEMPORARY PIPE DISCHARGE LOCATIONS.

10. CUT EXISTING 30-INCH PLANT EFFLUENT PIPE AND ALLOW WATER TO DRAIN FROM THEPIPE. PUMP DRAIN WATER TO LOCATION(S) DESIGNATED ON THE DRAWINGS.

11. TIE-IN NEW 30-INCH PLANT EFFLUENT PIPE TO EXISTING 30-INCH PLANT EFFLUENT PIPEUSING RESTRAINED PIPE COUPLINGS AND FITTINGS AS SHOWN ON THE DRAWINGS. LEAVETIE-INS EXPOSED UNTIL NEW 30-INCH PLANT EFFLUENT PIPE HAS BEEN PLACED BACK INTOSERVICE AND THERE ARE NO VISIBLE LEAKS FOR AT LEAST 2 FULL DAYS OF PLANTEFFLUENT PIPE SERVICE. DO NOT REMOVE TEMPORARY PUMPS OR PIPING UNTIL THE NEW30-INCH PLANT EFFLUENT PIPE HAS BEEN DEEMED TO BE LEAK-FREE BY THE COUNTY'SON-SITE REPRESENTATIVE.

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECTENGINEER: DO NOT USE FOR

CONSTRUCTION

HAZEN AND SAWYER919 LAKE BALDWIN LANE, SUTIE A

ORLANDO, FLORIDA 32814CERTIFICATE OF AUTHORIZATION No. 2771

NORTHWEST WATER RECLAMATION FACILITYREUSE WATER STORAGE IMPROVEMENTS

REV ISSUED FOR DATE BY

ORANGE COUNTYFLORIDA

0 1"1/2"

44014-001

1CONTRACT NO.:

HAZEN NO.:

DATE: APRIL 2017

DRAWINGNUMBER:

R. ANDERSON

ROBERT K. ANDERSON, PE No. 471291 BID SET 04/2017 RKA

RKA

ESM

C03

CIVILPROPOSED 30 INCH RW RELOCATION,

AND SOIL BORING LOCATIONSCIK

PLAN1"=30'

2.0 MG GROUNDSTORAGE TANK

DEMOLISH PORTIONOF EXISTING 30"RECLAIMED WATER MAIN

ENLARGED PLAN1"=10'

SEE ENLARGED PLAN,TYP BOTH ENDS OF TIE IN

30" DIP RW

30" 45° BENDCL EL = 110.67'

30" 45° BEND

30" 22.5° BENDCL EL = 106.67'

30" 22.5° BENDCL EL = 106.67'

30" 22.5° BEND

HARNESSED FLEXIBLE COUPLING

4M09

HARNESSED FLEXIBLE COUPLING

4M09

HARNESSEDFLEXIBLE COUPLING

4M09

SEE NOTE 5

SEE NOTE 6

PUMP DRAIN WATER FROM PIPELINE RELOCATION ACTIVITIES TOEXISTING STORMWATER INLET STRUCTURE. OUTLET PIPE FROM THESTRUCTURE IS A 30-INCH STORM SEWER PIPE.

113

114

133

132

130

128

126

131

129

127

125

123121

119

117

115

112.50

111.50

121

120

119118

117112 115

126

126

124123

122

125

127

111

111

111

111

112

113

111

110

112 11

5

110

119

121

123

115

125

NOTES:1. ALL DISTURBED AREAS SHALL BE SODDED IN

ACCORDANCE WITH SPECIFICATION SECTION02120 SODDING.

2. PREPARE EXISTING SOIL CEMENT ROAD ANDOVERLAY WITH ASPHALT CEMENT PAVEMENT INACCORDANCE WITH SPECIFICATION SECTION02513.

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECTENGINEER: DO NOT USE FOR

CONSTRUCTION

HAZEN AND SAWYER919 LAKE BALDWIN LANE, SUTIE A

ORLANDO, FLORIDA 32814CERTIFICATE OF AUTHORIZATION No. 2771

NORTHWEST WATER RECLAMATION FACILITYREUSE WATER STORAGE IMPROVEMENTS

REV ISSUED FOR DATE BY

ORANGE COUNTYFLORIDA

0 1"1/2"

44014-001

1CONTRACT NO.:

HAZEN NO.:

DATE: APRIL 2017

DRAWINGNUMBER:

R. ANDERSON

ROBERT K. ANDERSON, PE No. 471291 BID SET 04/2017 RKA

RKA

ESM

C04

CIVILPAVING, GRADING AND

DRAINAGE PLANCIK

PLAN1"=20'

EXISTING2.0 MG GROUNDSTORAGE TANK

3.0 MG GROUNDSTORAGE TANK

SOIL-CEMENT BASE WITH ASPHALTCEMENT PAVEMENT OVERLAY

DRIVEWAYN=1561166.02E=487568.27

DRIVEWAYN=1561166.02E=487594.27

12'

MAX 4:1 SLOPE

MAX 4:1 SLOPE

MAX 4:1 SLOPE

MAX 4:1 SLOPE

TERMINATE NEW ASPHALT CEMENTPAVEMENT INTO EXISTINGSOIL-CEMENT ROADWAY.N=1561122.03E=487463.26

DRIVEWAYN=1561142.02E=487594.27

CONTINUED ON PLAN - ROADWAY NORTH ON THIS SHEET

PLAN - ROADWAY NORTH1"=20'

SEE NOTE 2

8C07

TERMINATE NEW ASPHALT CEMENTPAVEMENT INTO EXISTINGSOIL-CEMENT ROADWAY.N=1561122.03E=487463.26

8C07

NOTES:1. SEE SPECIFICATION SECTION 15390 FOR PIPE

SCHEDULE.

2. SOD ALL DISTURBED AREAS IN ACCORDANCEWITH SPECIFICATION SECTION 02120 SODDING.

3. FILED LOCATE EXISTING UTILITIES INCLUDINGELECTRICAL DUCTBANKS IN VICINITY WHERE 2CLS CROSSES THE PLANT ROADWAY.

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECTENGINEER: DO NOT USE FOR

CONSTRUCTION

HAZEN AND SAWYER919 LAKE BALDWIN LANE, SUTIE A

ORLANDO, FLORIDA 32814CERTIFICATE OF AUTHORIZATION No. 2771

NORTHWEST WATER RECLAMATION FACILITYREUSE WATER STORAGE IMPROVEMENTS

REV ISSUED FOR DATE BY

ORANGE COUNTYFLORIDA

0 1"1/2"

44014-001

1CONTRACT NO.:

HAZEN NO.:

DATE: APRIL 2017

DRAWINGNUMBER:

R. ANDERSON

ROBERT K. ANDERSON, PE No. 471291 BID SET 04/2017 RKA

RKA

ESM

C05

CIVILYARD PIPING PLANCIK

YARD PIPING PLAN1"=40'

3.0 MG GROUNDSTORAGE TANK

RELOCATED 30" DIP RWMSEE CIVIL DRAWING

SEE ENLARGED PLAN ON C06

2.0 MG GROUNDSTORAGE TANK

TO PARDISTRIBUTION PS

8" DRAIN

16" TANK OUTLET

RECIRCULATION PUMPSAND EQUIPMENT, SEEMECHANICAL DRAWINGS

12" TANK INLET

2" CLS FROMCHLORINEBUILDING

2" CLS SCH 80 PVC

SEE SHEET M08 FOR TIE ININFORMATION AT CHLORINE BUILDING

6" DRAIN

RAISE TOP OF EXISTING 4'MANHOLE TO ELEVATION113.00± (APPROX. 2.5')

EXISTING 4' MANHOLE (TANK DRAIN)TOP EL 110.50'±, INV 108.8' ±

2" 90° BEND

2" 60° BEND

2" CLS SCH 80 PVC

ROAD OPEN CUT

5C07

FIELDOFFICES

SEE NOTE 3

1-1/2" RWSCH 80 PVC

NOTES:1. REMOVE EXISTING 8" CAP AND TIE-IN NEW 8"

DRAIN PIPING.

2. REFER TO DRAWING M01 FOR YARD VALVESREQUIRING ELECTRIC ACTUATORS.

3. FIELD VERIFY ELEVATIONS OF EXISTING YARDPIPING AT ALL TIE-IN LOCATIONS PRIOR TOSUBMITTING YARD PIPING AND GROUND STORAGETANK SHOP DRAWINGS.

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECTENGINEER: DO NOT USE FOR

CONSTRUCTION

HAZEN AND SAWYER919 LAKE BALDWIN LANE, SUTIE A

ORLANDO, FLORIDA 32814CERTIFICATE OF AUTHORIZATION No. 2771

NORTHWEST WATER RECLAMATION FACILITYREUSE WATER STORAGE IMPROVEMENTS

REV ISSUED FOR DATE BY

ORANGE COUNTYFLORIDA

0 1"1/2"

44014-001

1CONTRACT NO.:

HAZEN NO.:

DATE: APRIL 2017

DRAWINGNUMBER:

R. ANDERSON

ROBERT K. ANDERSON, PE No. 471291 BID SET 04/2017 RKA

RKA

ESM

C06

CIVILYARD PIPING ENLARGED PLANSCIK

ENLARGED PIPING PLAN AT TANK1"=20'

EXISTING 2 MG GROUND STORAGE TANK(PAR)

3 MG GROUND STORAGE TANK(PAR/ REJECT)

12" TEE

12" GV

16" 90° BEND (TYP)

CONNECT TO EXISTING 16" VALVESEE NOTE 3

CONNECT TOEXISTING 12" VALVESEE NOTE 3

16" TEE

TO PAR DISTRIBUTION PS

RECIRCULATION PUMPSAND EQUIPMENT, SEEMECHANICAL DRAWINGS

16" GV

12" TANK INLET

16" TANK OUTLET

12" GV

8" DRAIN

8" GV

RELOCATED 30" DIP PLANTEFFLUENT SEE CIVIL DRAWING

MOV-211

EXIST VALVE WITHMOTORIZED ACTUATOR

TK-220

TK-210

12" RW

16" RW

30" PLANT EFFLUENT

CONNECT TO EXISTING PVC DRAIN(REDUCE/TRANSITION ASREQUIRED; APPROX. INV. 104.7)

3'

4" BOLLARD (TYP 4)

3" PUMP OUTCONC SLAB(MATCH EXISTING ASPHALT)

PVC

DIP

NOTE:

3” TYPE 316 SST KAMLOCK MODEL 633B-SS30 MALE ENDNPT WITH MODEL 634B-SS30 DUST CAP, OR EQUAL.

2" CLS

2" CLS FROMCHLORINEBUILDING

NOTES 1AND 3

8" 45° BEND

12" 90° BEND (TYP 3)

2" 90° BEND, TYP

3" QUICK DISCONNECT(SEE NOTE)

4" BOLLARD

6" CONC SLAB

18"

6" PVC

3" PUMP OUT ELEVATIONNTS

TIE-IN TO EXIST 4" RECLAIMEDMAIN AND EXTEND A 1-1/2" SCH 80PVC LINE TO RECIRCULATION PUMPSTATION FOR HOSE BIBB. INSTALL1-1/2" CORPORATION STOP ANDVALVE BOX ADJACENT TO TIE-INLOCATION

1-1/2" RW SCH 80 PVC

16" GV

NOTES:

1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THEMAXIMUM DENSITY AS PER AASHTO T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUMDENSITY AS PER AASHTO T-180.

3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE.

4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER24" AND LARGER.

5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.

6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.

7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR PIPEDIAMETER 16" AND LARGER.

8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCKBELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLEMATERIAL TO REACH SUITABLE FOUNDATION.

9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLEREGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTYRIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION REGULATIONS ANDROAD CONSTRUCTION SPECIFICATIONS.

NOTES:

1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% UNDERPAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THEMAXIMUM DENSITY AS PER AASHTO T-180.

3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITHTYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.

4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPEDIAMETER 24" AND LARGER.

5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.

6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.

7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLEREGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTYRIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATIONREGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

90° ELBOWPVC TO BRASSADAPTER

1" SCH 80 PVC PIPE 1" BRASSPIPE

SECURE TOPOST WITH316 SSSTRAPS

ANTI-SIPHON DEVICE

3/4" BRASS HOSE BIB 1" X 3/4" 90° ELBOW

1- #4 REBAR

4"X4" PRECASTCONCRETE POST

1" LOCKABLE CURBSTOP

ALUMINUM OR 316SS HOSE HANGER

18" MIN

2'-0

" MINC

OV

ER

HOSE BIBB FIGURE A408

24" (

TYP)

DATE: February 11, 2011

FINISHED GRADE

18"

(MIN)

(MAX)(TYP) (TYP)

7/16"1/2"

5/8"1/2"

1/2"1/2"

1/2" RAD.(TYP)

(MIN)

12"

12"

1-1/8"

4-3/8"

1-1/4"

18"

5/8"

3/4"

36"

FIGURE A501

:1. SIGN TO BE PROVIDED BY OCU.2. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT

TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC.3. BACKGROUND SHALL BE WHITE, LETTERS SHALL BE BLACK (HELVETICA, SWISS 721

COREL OR ACCEPTABLE EQUAL) AND BORDER SHALL BE PANTONE PURPLE 522C.4. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED.5. SIGN MATERIAL SHALL BE OF 0.040 GAUGE METAL.6. POST SHALL BE 2-3/8" OD ALUMINUM PIPE, HOT DIP GALVANIZED PER ASTM A-123.

POST TO BE PROVIDED BY CUSTOMER.7. MOUNTING HARDWARE SHALL BE STAINLESS STEEL.8. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH CHAPTER

62-610 "ACCESS CONTROL AND ADVISORY SIGNS", FAC, THE COUNTY APPROVEDENGINEERING PLANS AND/OR AS APPROVED BY THE UTILITIES.

RECLAIMED WATER SIGNAGE"DO NOT DRINK WATER"

DATE: February 11, 2011

(SE

E N

OTE

2)

TRE

NC

H B

AC

KFI

LL

12" L

IFTS

MAX

IMU

M

w/ SIZE OF PIPEVARIES

SEE NOTE 4

PIPE O.D.COMMON FILL

BEDDING MATERIAL

12" (TYP)

UNDISTURBED EARTH

FINISHED GRADETRENCH WIDTH

SELECT COMMONFILL

INITIALBACKFILL (S

EEN

OTE

1)

(SEE

NO

TE 3

)HAUNCHING

BEDDING(SEE NOTES 7 & 8)

BEDDING AND TRENCHING - TYPE A FIGURE A101DATE: May 16, 2014

(SE

E N

OTE

2)

TRE

NC

H B

AC

KFI

LL

W/ SIZE OF PIPEVARIES

SEE NOTE 4

PIPE O.D.COMMON FILL

12" (TYP)

FINISHED GRADETRENCH WIDTH

SELECT COMMONFILL

INITIALBACKFILL

(SE

E N

OTE

1)

HAUNCHING

12" L

IFTS

MAX

IMU

M

UNDISTURBED EARTH(SEE NOTE 3)

BEDDING AND TRENCHING - TYPE B FIGURE A102DATE: May 16, 2014

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECTENGINEER: DO NOT USE FOR

CONSTRUCTION

HAZEN AND SAWYER919 LAKE BALDWIN LANE, SUTIE A

ORLANDO, FLORIDA 32814CERTIFICATE OF AUTHORIZATION No. 2771

NORTHWEST WATER RECLAMATION FACILITYREUSE WATER STORAGE IMPROVEMENTS

REV ISSUED FOR DATE BY

ORANGE COUNTYFLORIDA

0 1"1/2"

44014-001

1CONTRACT NO.:

HAZEN NO.:

DATE: APRIL 2017

DRAWINGNUMBER:

R. ANDERSON

ROBERT K. ANDERSON, PE No. 471291 BID SET 04/2017 RKA

RKA

ESM

C07

CIVILDETAILS SHEET 1CIK

DETAIL 1C07NTS

BEDDING AND TRENCHING - TYPE A DETAIL 2C07NTS

BEDDING AND TRENCHING - TYPE B

DETAIL 3C07NTS

HOSE BIBB DETAIL 4C07NTS

BOLLARD36

" (M

IN.)

5' (TYP.) 5' (TYP.)

8" HIGH EARLY CONCRETE

SAW CUT

1. LONGITUDINAL CUTS MAY REQUIRE MILLINGAND OVERLAY/RESURFACING OF THECOMPLETE WIDTH OF THE TRAVELLED WAY.

EXISTING BASE EXISTING BASE

PERMANENT HOT ASPHALT REPLACEMENTAPPLIED IN 2 INCH MAXIMUM LAYERS

UTILITY PIPE

SUBGRADE(COMPACTED TO 98%

MAX. DENSISTY)EXISTINGSUBGRADE

HOT PATCH

CONCRETEREPLACEMENT

1. BASE REPLACEMENT SHALL BE 3000 PSI HIGH EARLYSTRENGTH CONCRETE.

2. ASPHALTIC CONCRETE SURFACE MATERIAL SHALL BEREPLACED WITH THE SAME TYPE OF MATERIAL THATEXISTED AT THE TIME OF REMOVAL.

3. MINIMUM ASPHALTIC CONCRETE SURFACE OVERLAYTHICKNESS SHALL BE (1"- 5") INCH/ES, OR ASAPPROVED BY THE COUNTY ENGINEER.

4. ALL JOINT CUTS SHALL BE MECHANICALLY SAW-CUT.

5. SUB-GRADE TO BE COMPACTED TO 98% MAX.DENSITY AS DETERMINED BY AASHTO T-180. CUT TOBE REPLACED WITH 3000 PSI HIGH EARLY CONCRETETO TOP OF EXISTING BASE. CUT AREA TO BE PLATEDOR PROTECTED ON DAY OF POUR. EXISTINGSURFACE TO BE SAW CUT TO AN AREA 5 FEETBEYOND BASE CUT.1'

(TYP.)

TEMPORARY COLD PATCH OVER CONCRETE BASE - TYPICAL OF MAJOR OPEN CUTS

DETAIL 5C07NTS

STANDARD ROADWAY OPENCUT DETAIL

DETAIL 6C07NTS

RECLAIMED WATER SIGNAGE "DO NOT DRINK WATER" DETAIL 7C07NTS

ASHPALT PAVEMENT

DETAIL 8C07NTS

TIE IN TO EXISTING

1-1/2" ASPHALTIC CONCRETE

PRIME ANDTACKCOATS 8" SOIL

CEMENT BASE

STABILIZEDSUBBASE

NEW PAVEMENTSOIL CEMENT

REMOVE EXISTPAVEMENT, NEWPAVEMENT TO MATCHSAWCUT EDGE

TACK COAT VERTICALSURFACE BEFORENEW CONSTRUCTION

EXISTING PAVEMENT

EXISTING BASE

EXIS

T EO

P

SAW

CU

T

1-1/2" ASHPALT

8" SOIL CEMENT BASE(350 PSI, 7 DAY)

10" STABILIZEDSUBGRADE TO 75 PSI, FBV

DETAIL 9C07NTS

ACCESS ROAD

RECLAIMED WATER

RECLAIMED

NOTE:1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES.

TYPICAL LOCKINGBOLT

VERTVERT HORIZVERTHORIZVERTHORIZ HORIZ

HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS

NOTES:

1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION ANDMAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREEFEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OFSEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.

2. THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THEOCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES.OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES.

3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION REQUIREMENTSOUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU.

4. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR

STORM WATER MANHOLE OR STRUCTURE.

PROPOSEDUTILITY

POTABLE WATER

RECLAIMEDWATER

WASTEWATER(GRAVITY AND FM)

POTABLEWATER

RECLAIMEDWATER

WASTEWATER(GRAVITY & FM) STORM SEWER

3'NOTE 1

6'NOTE 3

12"

12"NOTE 3

3'NOTE 1

3'NOTE 1

3'NOTE 1

3'NOTE 1

3'NOTE 1

3'NOTE 1

12"NOTE 3

12"NOTE 3

12"

6'NOTE 3

12"NOTE 3

12"

12"12"

12"/18"NOTE 2 & 3

12"/18"NOTE 2

12"/18"NOTE 2

RIGHT OF WAY 3'NOTE 1

3'NOTE 1

3'NOTE 1

N/A N/A N/A N/A N/A

3'NOTE 1 & 3

3'NOTE 1 & 3

3'NOTE 1 & 3

LOCKINGBOLT

STANDARD VALVEBOX

ALIGNMENTRING

SLIDINGADJUSTER

VALVEBOX LID

NOTES:1. FOR ALL MAINS 6' DEEP OR GREATER.2. FOR MAINS 16" IN DIAMETER OR GREATER REGARDLESS OF DEPTH.

WATER

OUTSIDE PAVEMENTINSIDE PAVEMENT

24" X 24" SQUARE (ROUND OPTIONAL)CONCRETE OR POLYMER PADTYP EACH VALVE BOX

VALVE BOX AND LOCKING COVER

6" THICK 2500 PSI(MIN) CONCRETE WITH#4 REBAR CONTINUOUS (SEENOTE 2) OR 4" THICKPOLYMER MIX MATERIAL

24"

24"

NOTES:1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES,

EXCEPT HYDRANT VALVES.2. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED

CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAY BE USED.

VALVE BOX ANDCOVER (SQUARE FORRECLAIMED WATER)

IDENTIFICATION DISC (SEENOTE 1 AND DETAILSBELOW)

O.C.UAFC 6" MANUFACTURER AND SIZE

RWGV TYPE OF VALVE

WATER UTILITY

L-20 DIRECTION AND NUMBER OF TURNS

2009 YEAR

LETTERING TO BE MACHINEENGRAVED WITH 1

4" TO 38" CAP.LETTERS

3" MIN

18" MIN

2" MINTHEFT PROOFANCHOR PIN

DISC TO BE EMBEDDED IN PAD

O.C.UAFC 6"RWGVWATERL-202009

DISC TO BE HANGING IN THE BOXANCHORED TO THE LOCATING WIRE.

3" MIN14"

APPROX. 3"

BASE

TOP FLUSHWITHFINISHED GRADE

VALVE BOXAND COVER(TYP)

ASPHALTSURFACE

LOOP WIRE

LOCATINGWIRE

SEE NOTE 2

FINISHED GRADE

NOTES:1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOX

INSTALLATION.2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3' OF FINISHED GRADE.3. PROVIDE A PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THE

VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THEACTUATING NUT AND MINIMIZE INFILTRATION.

4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12" ABOVETOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.

5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TOALLOW FOR FUTURE BOX ADJUSTMENTS.

6. REFER TO FIGURE A111 FOR INSTALLATIONS AT A DEPTH OF 6' OR GREATER.

SET TOP OF VALVE BOXTO FINISHED GRADE

RESILIENT SEATM. J. GATE VALVE

WATER MAINOR RECLAIMEDWATER MAIN

ADJUSTABLE SCREWTYPE DUCTILE IRONVALVE BOX

VALVE BOX SHALL REST ONBEDDING ROCK NOT ON VALVEOR PIPE AND SHALL BECENTERED ON OPERATING NUT

ALIGNMENT RING

VALVE BOX PAD(SEE FIGURE A112)

6" FDOT #57STONE

COMPACTED SELECTCOMMON FILL

FIGURE A107GATE VALVE AND BOXWATER AND RECLAIMED WATER MAINS

LOCATING WIRE

LOOP WIRE (SEE NOTE 4)

DRILL HOLE IN BOX3"± 14" FROM TOP

DATE: February 11, 2011

IF THIS BAR DOES NOTMEASURE 1" THEN DRAWINGIS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECTENGINEER: DO NOT USE FOR

CONSTRUCTION

HAZEN AND SAWYER919 LAKE BALDWIN LANE, SUTIE A

ORLANDO, FLORIDA 32814CERTIFICATE OF AUTHORIZATION No. 2771

NORTHWEST WATER RECLAMATION FACILITYREUSE WATER STORAGE IMPROVEMENTS

REV ISSUED FOR DATE BY

ORANGE COUNTYFLORIDA

0 1"1/2"

44014-001

1CONTRACT NO.:

HAZEN NO.:

DATE: APRIL 2017

DRAWINGNUMBER:

R. ANDERSON

ROBERT K. ANDERSON, PE No. 471291 BID SET 04/2017 RKA

RKA

ESM

C08

CIVILDETAILS SHEET 2CIK

DETAIL 5C08NTS

TYPICAL BOX COVER

DETAIL 6C08NTS

SEPARATION REQUIREMENTS FOR WATER,WASTEWATER AND RECLAIMED WATER MAINS

DETAIL 7C08NTS

GATE VALVE AND BOX AND RECLAIMED WATER MAINS

DETAIL 8C08NTS

SEALED VALVE AND BOX, ADJUSTABLE

DETAIL 9C08NTS

VALVE BOX PAD

RESILIENT SEATM. J. GATE VALVE

WATER MAINOR RECLAIMEDWATER MAIN

VALVE BOX SHALL REST ONBEDDING ROCK NOT ON VALVEOR PIPE AND SHALL BECENTERED ON OPERATING NUT

ALIGNMENT RING

6" FDOT #57STONE

LOCATING WIRE

VALVE NECK EXTENSION

ELECTRICMOTOR ACTUATOR

EXISTING GRADE

DETAIL 10C08NTS

PEDESTAL MOUNTED MOTORIZED GATE VALVE AND BOX

36'X36" CONCRETE PAD, 6-INCHES THICK, 2,500 PSI (MIN)CONCRETE W/#4 REBAR AT 6-INCHES EACH WAY