pr · PDF file19.11.2017 · nts section-a nts elev v - high level ... floor of wet...

6" S

CH

4

0 3

16

S

S

INV EL.

INFLUENT

PIPE

71.59

F

G

E

DD

NOTES:

1. EACH PUMP SHALL BE FITTED WITH 6 FEET OF TYPE 316 SS, 5/8"

CHAIN ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT

RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER

AND THE CHAIN.

2. PUMP MANUFACTURER'S MINIMUM SUBMERGENCE REQUIREMENT

SHALL BE PROVIDED AS A MINIMUM.

3. ALL HARDWARE IN WETWELL AND VALVE VAULT SHALL BE TYPE 316

STAINLESS STEEL, INCLUDING NUTS AND BOLTS FOR PIPE, VALVES,

AND APPURTENANCES.

4. 316 SS TO DI PIPE CONNECTIONS SHALL REQUIRE BOTH ENDS OF

THE SS FLANGES TO HAVE NON-CONDUCTIVE GASKETS ALONG

WITH PLASTIC/RUBBER INSERTS AND WASHERS ON BOLTS.

5. ALL MECHANICAL JOINTS SHALL BE RESTRAINED. ALL PIPE JOINTS

IN WETWELL, VALVE VAULT AND ABOVE GROUND SHALL BE

FLANGED TYPE.

PLAN

NTS

SECTION-A

NTS

ELEV V - HIGH LEVEL ALARMS

ELEV W - LAG PUMP ON

ELEV X - LEAD PUMP ON

Q

ELEV Z

ELEV Y - BOTH PUMPS OFF

A

SECTION-B

NTS

SS

DIP

36"

P

60°

~

6" MIN

36" MIN

B

ELEV T

CONC. PIPE SUPPORT

(TYP 5 PLACES)

SECOND HIGH

LEVEL ALARM

HEAVY DUTY TYPE

316 SS LIFTING CHAIN

(SEE NOTE 1)

POWER CABLE

2" MIN DIA SCH 40 TYPE

316 SS DUAL SLIDE RAIL

(PER MANUFACTURER)

EMERGENCY PUMP OUT CONNECTION

ASA FLANGE / FEMALE QUICK CONNECT

AND CHAIN LOCK DUST PLUG (MIN 6").

POSITION / ROTATION PER COUNTY

REPRESENTATIVE.

6" PV FLG. W/

WHEEL OPER.

(TYP)

6" CHECK VALVE

W/ LEVER & WEIGHT

(TYP)

6" TEE FLG

w/ BLIND FLG

(TYP.)

6" REST. FLG.

ADAPTER (TYP.)

1" SCH 80 PVC CONDUIT

TO SCADA PANEL

INSTALL ALUM ACCESS HATCH W/

LOCKSET AND RECESSED HANDLE

4" 316 SS GOOSENECK VENT w/

SS SCREEN, GROUT IN PLACE

(NOT SHOWN FOR CLARITY)

SEE DRAWING C-201

FOR CONTINUATION

EXISTING

CONCRETE

WETWELL

PRESSURE GAUGE

ASSEMBLY (TYP.)

INSTALL NEW 8" THICK

PRECAST CONC. TOP SLAB

w/ HDPE UNDERSIDE LINING

PLUG EXISTING HOLES,

CORE-DRILL NEW HOLES

AS NEEDED (TYP.)

INSTALL CABLE

HOLDER

OUTLINE OF

ACCESS OPENING

INSTALL

PROTECTIVE

LINER

EXIST CONC WET

WELL STRUCTURE

TO REMAIN

INSTALL NEW

8" THK TOP SLAB

EXIST. 8" DI

SAN SEWER

SECTION VIEW DISCHARGE

PIPING IS ILLUSTRATIVE, SEE

THE PLAN VIEW ABOVE FOR

ACTUAL PIPING ORIENTATION

BASE ELBOW

6" REST. FLG.

ADAPTER (TYP.)

6" CHECK VALVE W/

LEVER & WEIGHT (TYP)

6" PV FLG. W/ WHEEL

OPER. (TYP)

6" PV FLG. W/

WHEEL OPER.

(TYP)

INSTALL NEW CABLE HOLDER

6" PV FLG. W/

WHEEL OPER.

(TYP)



AND CHAIN LOCK DUST PLUG

WELDED THRUST

RING (TYP.)

6" TEE w/ BLIND

FLG

TOP OF WW

ELEV T

INSTALL HEAT

SHRINK SEAL (TYP.)

GROUT

(TYP)

LOWER EXISTING

WETWELL TOP 1.22 FT

6" 90° BEND FLG (TYP)

2-6" SS 45° BENDS

4" X 6" SS REDUCER

PROTECTIVE LINER

LIQUID LEVEL

CONTROLS (TYP)

COMBINATION

AIR/VACUUM

RELEASE VALVE

ASSEMBLY

CONC PIPE

SUPPORT

(TYP 6 PLCS)

1. (*1) PER PUMP MANUFACTURER

REQUIREMENTS

2. DIMENSION P AND ELEVATION Y AND Z MUST

MEET BOTH PUMP MFR'S REQUIREMENTS

3. EL X - EL Z ≥ 5 FEET

4. TOP ELEVATION OF WETWELL SHALL BE

A MIN OF 1 FT ABOVE 100 YR FLOOD

ELEVATION AND THE ELEVATION OF THE

CROWN OF THE ROAD

5. SYMBOLS SHOWN IN THE TABLE ARE

USED IN THE ADJACENT PUMP STATION

PLAN AND SECTION VIEWS

PUMP STATION R/R PACKAGE 15 IMPROVEMENTS

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Tuesday, December 19, 2017 12:18:01 PM F:\CIVIL\PROJECTS\2014\2014-28 OCU Cont Eng Services\14-28.06 Pkg 15 PS\5.0 Drawings\2014-28-06 Package 15 P-200.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

58685

CYNTHIA K. MALONE, P.E.

BID SET *DATE**INI*

CONFORMED DRAWING *DATE**INI*

RECORD DRAWING *DATE**INI*

PS 3268 HARBOR POINT DESIGN SPECIFICATIONS

DESIGN A SPECIFICATIONS DESIGN B SPECIFICATIONS

MANUFACTURER: SULZER-ABS MANUFACTURER: XYLEM-FLYGT

MODEL: XFP100E CB1 PE 105/4 VOLTAGE: 230 V MODEL: CP 3152 HT3 VOLTAGE: 230V

IMP: CB1-2 PHASE: 3 IMP: 488 PHASE: 3

DIA: 9.45" RATED POWER: 14.1 HP DIA: 9.76" RATED POWER: 15 HP

SPEED: 1750 RPM IMPELLER THROUGHLET: 3" SPEED: 1750 RPM IMPELLER THROUGHLET: 3"

DISCHARGE SIZE: 4" CURVE NUMBER: N.A. DISCHARGE SIZE: 4" CURVE NUMBER: N.A.

DESIGN COND.: 200 GPM @ 88 FT. DESIGN COND.: 200 GPM @ 88 FT.

HIGH HEAD COND.: N.A. HIGH HEAD COND.: N.A.

MIN. HEAD COND.: 600 GPM @ 58 FT. MIN. HEAD COND.: 600 GPM @ 58 FT.

SHUTOFF HEAD: 100 FT. SHUTOFF HEAD: 100 FT.

DESCRIPTION SYMBOL DIM ELEV DIM ELEV DESIGN A & B SPECIFICATION NOTES

THICKNESS OF WALL A EXIST. EXIST.

DIAMETER OF WET WELL B 6'-0" 6'-0"

WIDTH OF BOTTOM FILLET C EXIST. EXIST.

C\L OF WET WELL TO C\L OF PIPES D *1 *1

LENGTH OF PUMP ACCESS OPENING E *1 *1

WIDTH OF PUMP ACCESS OPENING F *1 *1

CENTER OF WET WELL TO EDGE OF HATCH G *1 *1

VALVE BOX HATCH OPENING H

VALVE BOX HATCH OPENING I

LIP WIDTH OF WET WELL BASE R EXIST. EXIST.

THICKNESS OF WET WELL BASE S EXIST. EXIST.

TOP OF WET WELL T 83.14 83.14

FINISHED GRADE U VARIES VARIES

HIGH LEVEL ALARMS V 71.5 71.5

LAG PUMP ON W 71.0 71.0

LEAD PUMP ON X 70.5 70.5

PUMPS OFF (TOP OF PUMP VOLUTE)

Y 68.0 68.0

BOTTOM OF PUMP TO FLOOR OF WET WELL P 4.6" *1

STEP HEIGHT (IF REQUIRED)Q *1 *1

FLOOR OF WET WELL Z 66.5 66.5

PS 3268 HARBOR POINT PUMP STATION PLAN,

SECTION AND NOTES

P-200

2038

2014-28-06

DEC 2017

CKM

JAB

GJH

DECEMBER 2017 - BID SET

GENERAL NOTES:

1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS MANUAL (LATEST EDITION),

AND/OR AS SPECIFIED HEREIN.

2. ALL EXPOSED METAL OUTSIDE OF THE WET WELL SHALL BE IN ACCORDANCE WITH ORANGE COUNTY STANDARDS AND SPECIFICATIONS MANUAL (LATEST EDITION).

3. A CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE ADDED TO THE CONCRETE DURING THE MIXING CYCLE FOR THE WET WELL PRECAST STRUCTURES. THE

CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE APPROVED PRODUCT AS LISTED IN OCU APPENDIX D.

4. FOR EXISTING WET WELLS AND MANHOLES, THE INSIDE SHALL BE LINED WITH A FIBERGLASS REINFORCED POLYESTHER (FRP) LINER. FINAL SEALS AND SEALING TO BE MADE

IN THE FIELD. FOR NEW CONSTRUCTION, THE INSIDE OF WET WELLS AND MANHOLES SHALL BE LINED WITH EITHER A HIGH DENSITY POLYETHYLENE (HDPE) LINER, A

FIBERGLASS REINFORCED POLYESTHER (FRP) LINER , OR AN ACCEPTABLE EQUAL AS LISTED IN OCU APPENDIX D. FINAL SEALS AND SEALING TO BE MADE IN THE FIELD.

5. WET WELL ACCESS OPENING SHALL BE COVERED ON ALL FOUR VERTICAL SIDES WITH A PROTECTIVE LINER.

6. WET WELL ACCESS HATCH AND COVER SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE AND LOCK BRACKET PLATE WITH THE WORDS "CONFINED SPACE"

STAMPED (ETCHED)ON THE TOP SIDE. EACH DOOR WILL BE EQUIPPED WITH RECESSED HASP ENCLOSURE.

7. ALL PIPING AND HARDWARE IN THE WET WELL SHALL BE 316 STAINLESS STEEL SCHEDULE 40.

8. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

9. ALL PIPING AND CONDUIT PENETRATIONS THROUGH CONCRETE SHALL BE WATERTIGHT. CAST-IN-PLACE SLEEVES SHALL BE PLACED IN ALL OPENINGS WHERE PRESSURE PIPE

ENTER OR LEAVE THE WET WELL. PENETRATIONS THROUGH WET WELL SHALL BE A COMPRESSION TYPE SEAL, SUCH AS "LINK-SEAL", OR AN ACCEPTABLE EQUAL AS LISTED IN

OCU APPENDIX D.

10. ALL CONNECTIONS WITHIN THE WET WELL AND ABOVE GRADE SHALL BE FLANGED JOINTS. ALL REMAINING JOINTS BETWEEN THE WET WELL AND THE CONNECTION TO THE

EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. (SEE TABLE ON DETAIL SHEET D100).

11. CONTRACTOR SHALL, AS DIRECTED BY THE COUNTY REPRESENTATIVE, REMOVE AND SALVAGE TO THE COUNTY, ALL EXISTING PUMP STATION EQUIPMENT, INCLUDING

PUMPS, CHECK VALVES, SHUTOFF VALVES, AND CONTROL PANEL.

12. CONTRACTOR SHALL DEMOLISH AND REMOVE FR0M SITE ALL DEBRIS RESULTING FROM THE REMOVAL OF THE EXISTING STRUCTURES.

13. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO ORDERING ANY MATERIALS OR EQUIPMENT.

14. CONTRACTOR SHALL GROUT FLOOR OF WET WELL, AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS, TO ACCOMMODATE INSTALLATION OF THE NEW PUMPS.

15. STRUCTURAL DESIGN OF THE PRECAST WET WELL, TOP SHALL BE THE RESPONSIBILITY OF THE PRECAST MANUFACTURER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS

FOR THE PRECAST WET WELL, THE PRECAST WET WELL TOP AND HATCH COVER, AND RISERS TO THE ENGINEER.

16. 100-YEAR FLOOD ELEVATION: N.A., SURVEY AREA IS OUTSIDE THE (FIRM) FLOODPLAIN.

17. ALL EXTERNAL JOINTS SHALL BE COVERED WITH A HIGH STRENGTH, WATER TIGHT, PRESS-TO-SEAL TYPE TAPE/AS LISTED IN OCU APPENDIX D.

18. A SECOND HIGH LEVEL ALARM LIQUID FLOAT SHALL BE INSTALLED TO PROVIDE DRY CONTACT FOR SCADA. REFER TO PUMP CONTROL SCHEMATIC.

19. ALL SPOOLS SHALL BE MINIMUM OF SIX INCHES WHERE SPACE ALLOWS.

20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALIGNMENT FROM THE BASE PLATE TO THE RISER PLATE AT NO EXTRA COST TO OCU.

21. VALVES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION.

SC

H 4

0 3

16

S

S

P

C

B

12"

12

"

ELEV U

24"

MIN

36"

FINISHED GRADE

MIN

MIN

ELEV T

3"

(T

YP

)

36"

A

PVCDIP

INV EL.

ELEV V - HIGH LEVEL ALARMS

ELEV W - LAG PUMP ON

ELEV X - LEAD PUMP ON (SEE NOTE 4)

Q

ELEV Z

ELEV Y - BOTH PUMPS OFF (SEE NOTE 5)

12"

INFLUENT

PIPE

4"

1

12

60°

72.6

SLOPE

12"

MIN

NOTES:

1. EACH PUMP SHALL BE FITTED WITH 6 FEET OF TYPE 316 SS, 5/8"

CHAIN ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT

RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER

AND THE CHAIN.

2. PUMP MANUFACTURER'S MINIMUM SUBMERGENCE REQUIREMENT

SHALL BE PROVIDED AS A MINIMUM.

3. ALL HARDWARE IN WETWELL AND VALVE VAULT SHALL BE TYPE 316

STAINLESS STEEL, INCLUDING NUTS AND BOLTS FOR PIPE, VALVES,

AND APPURTENANCES.

4. 316 SS TO DI PIPE CONNECTIONS SHALL REQUIRE BOTH ENDS OF

THE SS FLANGES TO HAVE NON-CONDUCTIVE GASKETS ALONG

WITH PLASTIC/RUBBER INSERTS AND WASHERS ON BOLTS.

5. ALL MECHANICAL JOINTS SHALL BE RESTRAINED. ALL PIPE JOINTS

IN WETWELL, VALVE VAULT AND ABOVE GROUND SHALL BE

FLANGED TYPE.

PLAN

NTS

F

G

E

DD

8"

(TYP)

H

(MIN)

2"

3' MIN

SECTION

NTS

9" MIN9" MIN

R

S

I

3" SCH 80 PVC VALVE

VAULT DRAIN (SLOPE

DRAIN PIPE 1/2" PER FOOT)

4" TEE MJ RJ

316 SS TO DI TRANSITION

RESTRAINED FLANGE ADAPTER

316 SS PIPE SUPPORT

(TYP 2 PLACES)

(SEE DETAIL A402-6)

6" 90° BEND FLG w/

QUICK CONNECT

(ROTATED FOR

CLARITY)

6" PV FLG

6" DI FLG RISER

3'x4'x6" THK

CONC PAD

4" PV MJ RJ

INSTALL ALUM ACCESS HATCH

w/ LOCKSET AND RECESSED

HANDLE

INSTALL NEW PRECAST CONC

VALVE VAULT W/ INT. LINING

RESTRAINED

JOINT

(TYP)

SECOND HIGH

LEVEL ALARM

HEAVY DUTY TYPE

316 SS LIFTING CHAIN

(SEE NOTE 1)

POWER CABLE

2" MIN DIA SCH 40 TYPE

316 SS DUAL SLIDE RAIL

(PER MANUFACTURER)

SEE SHT. C-301

FOR CONT.

4" 22.5° BEND

MJ RJ

BASE ELBOW

GROUT

(TYP)

GEOFABRIC

LINER (60 MIL)

(TYP)

CRUSHED

STONE

(TYP)

SLOPE TO DRAIN 1/4" PER FOOT

INSTALL ALUM ACCESS HATCH W/

LOCKSET AND RECESSED HANDLE

4" 316 SS GOOSENECK

VENT w/ SS SCREEN,

GROUT IN PLACE

PRESSURE GAUGE

ASSEMBLY (TYP.)

INSTALL FORCE MAIN

SEAL (TYP)

INSTALL NEW 8" THICK

PRECAST CONC. TOP SLAB

w/ HDPE UNDERSIDE LINING

INSTALL NEW CABLE

HOLDER

INSTALL HEAT SHRINK

SEAL (TYP.)

INSTALL FORCE

MAIN PIPE SEAL (TYP.)



AND CHAIN LOCK DUST PLUG (MIN 6").

POSITION / ROTATION PER COUNTY

REPRESENTATIVE.

INSTALL CABLE

HOLDER

OUTLINE OF

ACCESS OPENING

INSTALL

PROTECTIVE

LINER

4" PV FLG. W/

WHEEL OPER.

(TYP)

4" CHECK VALVE

W/ LEVER & WEIGHT

(TYP)

4" TEE FLG

w/ BLIND FLG

4" FCA

(TYP)

1" SCH 80 PVC CONDUIT

TO SCADA PANEL

SEE DRAWING C-301

FOR CONTINUATION

INSTALL NEW

8" THK TOP SLAB

INSTALL LINED 6' DIA CONC WET

WELL STRUCTURE w/ ALUM

HATCH AND BACKPLATE

INSTALL PROTECTIVE

LINING TO VALVE

VAULT INTERIOR

INSTALL 10" PVC SAN

SEWER

FDOT # 57

STONE

UNDISTURBED SOIL OR SELECTED

COMMON FILL COMPACTED TO 98%

MAX DENSITY PER AASHO T-180

INSTALL ARV

6"x4" RED MJ RJ

1. (*1) PER PUMP MANUFACTURER

REQUIREMENTS

2. DIMENSION P AND ELEVATION Y AND Z MUST

MEET BOTH PUMP MFR'S REQUIREMENTS

3. EL X - EL Z ≥ 5 FEET

4. TOP ELEVATION OF WETWELL SHALL BE

A MIN OF 1 FT ABOVE 100 YR FLOOD

ELEVATION AND THE ELEVATION OF THE

CROWN OF THE ROAD

5. SYMBOLS SHOWN IN THE TABLE ARE

USED IN THE ADJACENT PUMP STATION

PLAN AND SECTION VIEWS





LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Tuesday, December 19, 2017 12:18:01 PM F:\CIVIL\PROJECTS\2014\2014-28 OCU Cont Eng Services\14-28.06 Pkg 15 PS\5.0 Drawings\2014-28-06 Package 15 P-300.dwg

DESIGN ENGINEER


58685


BID SET *DATE**INI*



PS 3470 WILMER AVENUE DESIGN SPECIFICATIONS

DESIGN A SPECIFICATIONS DESIGN B SPECIFICATIONS

MANUFACTURER: ABS MANUFACTURER: FLYGT

MODEL: XFP 100 G CB1 PE 185/4 VOLTAGE: 230 V MODEL: CP 3152 HT3 VOLTAGE: 230V

IMP: CB1-6 PHASE: 3 IMP: 454 PHASE: 3

DIA: 10.2" RATED POWER: 24.8 HP DIA: 10.83" RATED POWER: 20 HP

SPEED: 1780 RPM IMPELLER THROUGHLET: 3" SPEED: 1750 RPM IMPELLER THROUGHLET: 3"

DISCHARGE SIZE: 4" CURVE NUMBER: 6 DISCHARGE SIZE: 4" CURVE NUMBER: NA

DESIGN COND.: 300 GPM @ 95 FEET DESIGN COND.: 300 GPM @ 95 FEET

HIGH HEAD COND.: NA HIGH HEAD COND.: NA

MIN. HEAD COND.: 600 GPM @ 70 FEET MIN. HEAD COND.: 600 GPM @ 70 FEET

SHUTOFF HEAD: 120 FT SHUTOFF HEAD: 120 FT

DESCRIPTION SYMBOL DIM ELEV DIM ELEV DESIGN A & B SPECIFICATION NOTES

THICKNESS OF WALL A 8" MIN 8" MIN

DIAMETER OF WET WELL B 6'- 0" 6'-0"

WIDTH OF BOTTOM FILLET C *1 *1

C\L OF WET WELL TO C\L OF PIPES D *1 *1

LENGTH OF PUMP ACCESS OPENING E *1 *1

WIDTH OF PUMP ACCESS OPENING F *1 *1

CENTER OF WET WELL TO EDGE OF HATCH G *1 *1

VALVE BOX HATCH OPENING H 72" 72"

VALVE BOX HATCH OPENING I 56" 56"

LIP WIDTH OF WET WELL BASE R 18" MIN 18" MIN

THICKNESS OF WET WELL BASE S 12" MIN 12" MIN

TOP OF WET WELL T 83.45 83.45

FINISHED GRADE U VARIES VARIES

HIGH LEVEL ALARMS V 72.10 72.10

LAG PUMP ON W 71.60 71.60

LEAD PUMP ON X 71.10 71.10

PUMPS OFF (TOP OF PUMP VOLUTE)

Y 67.60 67.60

BOTTOM OF PUMP TO FLOOR OF WET WELL P *1 *1

STEP HEIGHT (IF REQUIRED)Q *1 *1

FLOOR OF WET WELL Z 66.10 66.10

PS 3470 WILMER AVE PUMP STATION

PLAN, SECTION AND NOTES

P-300

2138

2014-28-06

DEC 2017

CKM

JAB

GJH


GENERAL NOTES:

1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS MANUAL (LATEST EDITION),

AND/OR AS SPECIFIED HEREIN.

2. ALL EXPOSED METAL OUTSIDE OF THE WET WELL SHALL BE IN ACCORDANCE WITH ORANGE COUNTY STANDARDS AND SPECIFICATIONS MANUAL (LATEST EDITION).

3. A CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE ADDED TO THE CONCRETE DURING THE MIXING CYCLE FOR THE WET WELL AND VALVE VAULT PRECAST

STRUCTURES. THE CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE APPROVED PRODUCT AS LISTED IN OCU APPENDIX D.

4. FOR EXISTING WET WELLS, VALVE VAULTS AND MANHOLES, THE INSIDE SHALL BE LINED WITH A FIBERGLASS REINFORCED POLYESTHER (FRP) LINER. FINAL SEALS AND

SEALING TO BE MADE IN THE FIELD. FOR NEW CONSTRUCTION, THE INSIDE OF WET WELLS, VALVE VAULTS AND MANHOLES SHALL BE LINED WITH EITHER A HIGH DENSITY

POLYETHYLENE (HDPE) LINER, A FIBERGLASS REINFORCED POLYESTHER (FRP) LINER , OR AN ACCEPTABLE EQUAL AS LISTED IN OCU APPENDIX D. FINAL SEALS AND SEALING

TO BE MADE IN THE FIELD.

5. WET WELL ACCESS OPENING SHALL BE COVERED ON ALL FOUR VERTICAL SIDES WITH A PROTECTIVE LINER.

6. WET WELL ACCESS HATCH AND COVER SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE AND LOCK BRACKET PLATE WITH THE WORDS "CONFINED SPACE"

STAMPED (ETCHED)ON THE TOP SIDE. EACH DOOR WILL BE EQUIPPED WITH RECESSED HASP ENCLOSURE.

7. ALL PIPING AND HARDWARE IN THE WET WELL SHALL BE 316 STAINLESS STEEL SCHEDULE 40.

8. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

9. ALL PIPING AND CONDUIT PENETRATIONS THROUGH CONCRETE SHALL BE WATERTIGHT. CAST-IN-PLACE SLEEVES SHALL BE PLACED IN ALL OPENINGS WHERE PRESSURE PIPE

ENTER OR LEAVE THE WET WELL AND/OR VALVE VAULT. PENETRATIONS THROUGH WET WELL AND VALVE VAULT SHALL BE A COMPRESSION TYPE SEAL, SUCH AS "LINK-SEAL",

OR AN ACCEPTABLE EQUAL AS LISTED IN OCU APPENDIX D.

10. ALL CONNECTIONS WITHIN THE WET WELL , VALVE VAULT, AND ABOVE GRADE SHALL BE FLANGED JOINTS. ALL REMAINING JOINTS BETWEEN THE WET WELL AND THE

CONNECTION TO THE EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. (SEE TABLE ON DETAIL SHEET D100).

11. PIPE SUPPORTS SHALL BE 316 STAINLESS STEEL, PROVIDED AND INSTALLED TO SUPPORT AND ANCHOR THE PIPING SECURELY IN THE VALVE VAULT.

12. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES, WITH MINIMUM CLEARANCE, AS SHOWN FOR 8" DIAMETER PIPE, OR SMALLER.

13. CONTRACTOR SHALL, AS DIRECTED BY THE COUNTY REPRESENTATIVE, REMOVE AND SALVAGE TO THE COUNTY, ALL EXISTING PUMP STATION EQUIPMENT, INCLUDING

PUMPS, CHECK VALVES, SHUTOFF VALVES, AND CONTROL PANEL.

14. CONTRACTOR SHALL DEMOLISH AND REMOVE FR0M SITE ALL DEBRIS RESULTING FROM THE REMOVAL OF THE EXISTING STRUCTURES.

15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO ORDERING ANY MATERIALS OR EQUIPMENT.

16. CONTRACTOR SHALL GROUT FLOOR OF WET WELL, AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS, TO ACCOMMODATE INSTALLATION OF THE NEW PUMPS.

17. STRUCTURAL DESIGN OF THE PRECAST WET WELL, TOP, AND VALVE VAULT SHALL BE THE RESPONSIBILITY OF THE PRECAST MANUFACTURER. CONTRACTOR SHALL

SUBMIT SHOP DRAWINGS FOR THE PRECAST WET WELL, THE PRECAST WET WELL TOP AND HATCH COVER, RISERS AND THE VALVE VAULT, TO THE ENGINEER.

18. 100-YEAR FLOOD ELEVATION: N.A., SURVEY AREA IS OUTSIDE THE (FIRM) FLOODPLAIN.

19. ALL EXTERNAL JOINTS SHALL BE COVERED WITH A HIGH STRENGTH, WATER TIGHT, PRESS-TO-SEAL TYPE TAPE/AS LISTED IN OCU APPENDIX D.

20. A SECOND HIGH LEVEL ALARM LIQUID FLOAT SHALL BE INSTALLED TO PROVIDE DRY CONTACT FOR SCADA. REFER TO PUMP CONTROL SCHEMATIC.

21. ALL SPOOLS SHALL BE MINIMUM OF SIX INCHES WHERE SPACE ALLOWS.

22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALIGNMENT FROM THE BASE PLATE TO THE RISER PLATE AT NO EXTRA COST TO OCU.

23. VALVES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION.

(S

EE

N

OT

E 2

)

TR

EN

CH

B

AC

KF

IL

L

12

" L

IF

TS

M

AX

IM

UM

w/ SIZE OF PIPE

VARIES

SEE NOTE 4

PIPE O.D.

COMMON FILL

BEDDING MATERIAL

12" (TYP)

UNDISTURBED EARTH

FINISHED GRADE

NOTES:

1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE

MAXIMUM DENSITY AS PER AASHTO T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM

DENSITY 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 DIAMETER

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

DIAMETER 16" AND LARGER.

8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK

BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE

MATERIAL TO REACH SUITABLE FOUNDATION.

9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE

REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY

RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION REGULATIONS AND

ROAD CONSTRUCTION SPECIFICATIONS.

TRENCH WIDTH

SELECT COMMON

FILL

INITIAL

BACKFILL

(S

EE

NO

TE

1

)

(S

EE

NO

TE

3

)

HAUNCHING

BEDDING

(SEE NOTES 7 & 8)

BEDDING AND TRENCHING - TYPE A FIGURE A101DATE: July 2014

(S

EE

N

OT

E 2

)

TR

EN

CH

B

AC

KF

IL

L

W/ SIZE OF PIPE

VARIES

SEE NOTE 4

PIPE O.D.

COMMON FILL

12" (TYP)

FINISHED GRADE

NOTES:

1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER

PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE

MAXIMUM DENSITY AS PER AASHTO T-180.

3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH

TYPE 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 PIPE

DIAMETER 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 APPLICABLE

REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY

RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION

REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

TRENCH WIDTH

SELECT COMMON

FILL

INITIAL

BACKFILL

(S

EE

N

OT

E 1

)

HAUNCHING

12

" L

IF

TS

M

AX

IM

UM

UNDISTURBED EARTH

(SEE NOTE 3)

BEDDING AND TRENCHING - TYPE B

FIGURE A102DATE: July 2014 FIGURE A104-2RESTRAINED PIPE TABLE

WASTEWATER FORCE MAINS

36"

43

100

38

88

30"

20

13

112

223

18

11

194

98

26

65

20"16"

23

55

12"

18

43

PVC PIPE SIZE

10

13

9

70

139

11

8

9

6

117

59

90

45

10"

15

38

6"

10

24

13

31

8"

8

5

79

40

6

4

5

3

50

25 32

65

45° BEND

90° BEND

VALVE

OF TEE

11-1/4° BEND

22-1/2° BEND

PLUG OR BRANCH

82

163

15

31

75

24"

MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)

4"

TYPE

8

18

4

2

38

19

NOTES:

1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED.

2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN

LENGTH SHOWN IN THE TABLE.

3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT

YIELDS THE LONGEST RESTRAINT DISTANCE.

4. ALL INLINE VALVES SHALL BE RESTRAINED.

5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE PAINTED RED.

6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH

PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE"

GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW:

WORKING PRESSURE: 100 PSI

SOIL DESIGNATION: SM (SAND SILT)

LAYING CONDITIONS: 3

DEPTH OF COVER: 3 FT

SAFETY FACTOR: 1.5

CONVERSION FACTOR FOR PVC PIPE: 1.25

THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY

SITE-SPECIFIC PARAMETERS, SUCH AS SOIL DESIGNATIONS AND LAYING CONDITIONS.

REDUCER

VARIES BY SIZE; TO BE DETERMINED BY THE

DESIGN ENGINEER.

DATE: July 2014

VERTVERT

HORIZVERTHORIZVERTHORIZ HORIZ

HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS

FIGURE A116SEPARATION REQUIREMENTS FOR

WATER, WASTEWATER AND RECLAIMED WATER MAINS

NOTES:

1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND

MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE

FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF

SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.

2. THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE

OCU 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 REQUIREMENTS

OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH

62-555.314(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.

PROPOSED

UTILITY

POTABLE WATER

RECLAIMED

WATER

WASTEWATER

(GRAVITY AND FM)

POTABLE

WATER

RECLAIMED

WATER

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

DATE: July 2014

FINISHED GRADE

LOCATING WIRE

SET TOP OF VALVE BOX

TO FINISHED GRADE

PLUG

VALVE

ADJUSTABLE SCREW

TYPE DUCTILE IRON

VALVE BOX

ALIGNMENT RING

VALVE BOX PAD (SEE

FIGURE A 112)

6" FDOT #57

STONE

UNDISTURBED

EARTH

COMPACTED SELECT

COMMON FILL

FIGURE A109PLUG VALVE AND BOX

WASTEWATER

3'-0

" M

IN

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 THE ACTUATING NUT

AND MINIMIZE INFILTRATION.

4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12" ABOVE TOP OF

COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.

5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR

FUTURE BOX ADJUSTMENTS.

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

DRILL HOLE IN BOX 3"±

1

4

"

FROM TOP

LOOP WIRE (SEE NOTE 4)

DATE: July 2014

SEWER

WASTE WATER

RECLAIMED WATER

RECLAIMED

WATER

POTABLE WATER

NOTE:

1. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES.

TYPICAL LOCKING

BOLT

TYPICAL VALVE BOX COVER FIGURE A110DATE: July 2014

WATER

OUTSIDE PAVEMENT

INSIDE PAVEMENT

FIGURE A112

24" X 24" SQUARE (ROUND OPTIONAL)

CONCRETE OR POLYMER PAD

TYP EACH VALVE BOX

VALVE BOX AND

LOCKING COVER

6" THICK 2500 PSI

(MIN) CONCRETE WITH

#4 REBAR CONTINUOUS (SEE

NOTE 2) OR 4" THICK

POLYMER 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 AND

COVER (SQUARE FOR

RECLAIMED WATER)

IDENTIFICATION DISC (SEE

NOTE 1 AND DETAILS

BELOW)

O.C.U

AFC 6" MANUFACTURER AND SIZE

RWGV TYPE OF VALVE

WATER UTILITY

L-20 DIRECTION AND NUMBER OF TURNS

2009 YEAR

IDENTIFICATION DISC

EXAMPLE

OUTSIDE PAVEMENT

INSIDE PAVEMENT

LETTERING TO BE MACHINE

ENGRAVED WITH

1

4

" TO

3

8

" CAP.

LETTERS

3" MIN

1 8

" M

IN

2" M

IN

THEFT PROOF

ANCHOR PIN

DISC TO BE EMBEDDED IN PAD

O.C.U

AFC 6"

RWGV

WATER

L-20

2009

DISC TO BE HANGING IN THE BOX

ANCHORED TO THE LOCATING WIRE.

3" MIN

1 4

"

APPROX. 3"

VALVE BOX PAD

BASE

TOP FLUSH

WITH

FINISHED

GRADE

VALVE BOX

AND COVER

(TYP)

ASPHALT

SURFACE

LOOP WIRE

LOCATING

WIRE

DATE: July 2014

A

SECTION A - A

PLAN

FIGURE A121-2

MJ TAPPING

SLEEVE

NEW PIPE

EXISTING

PIPE

RESILIENT SEAT TAPPING

GATE VALVE

RESTRAINED

MECHANICAL JOINT

MJ TAPPING SLEEVE AND GATE VALVE WITH

PLUG VALVE FOR WASTEWATER

RESTRAINED

MECHANICAL JOINT

PLUG VALVE

RESTRAINED

MECHANICAL

JOINT

RESILIENT SEAT TAPPING

GATE VALVE

RESTRAINED

MECHANICAL JOINT

PLUG VALVE

NOTES:

1. PLUG VALVES GREATER THAN 4" SHALL BE GEAR ACTUATED.

2. PLUG VALVE TO BE INSTALLED VERTICALLY, AND TAPPING GATE VALVE TO BE INSTALLED

HORIZONTALLY AND ABANDONED IN THE OPEN POSITION.

SPLIT GLAND

TAPPING

SLEEVE

5' M

IN

F

RO

M B

AC

K

OF

B

EL

L A

ND

S

PIG

OT

IN

SE

RT

IO

N L

IN

E

A

NEW PIPE

DATE: July 2014

CONSTRUCTION DETAILS

D-100

2238

2014-28-06

DEC 2017

CKM

JAB

GJH






LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Tuesday, December 19, 2017 12:18:01 PM F:\CIVIL\PROJECTS\2014\2014-28 OCU Cont Eng Services\14-28.06 Pkg 15 PS\5.0 Drawings\2014-28-06 Package 15 D-100.dwg

DESIGN ENGINEER


58685


BID SET *DATE**INI*



FINISHED GRADE

LOCATING WIRE

LOCATING WIRE

PIPE LOCATING WIRE FIGURE A114

WATER,

WASTEWATER,

OR RECLAIMED MAIN

NYLON STRAPS,

3 PER JOINT

(SEE NOTE 1)

NOTES:

1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) CAPABLE OF

DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TO TOP

CENTERLINE OF THE PIPE.

2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12" ABOVE TOP

OF COLLAR.

3. WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED.

DATE: July 2014

OUTSIDE WALL

5" MIN

2"

4'-0" MIN

12" MIN

3'-0" MAX

1'-6" MIN

2" MIN

8" MIN

9"

INSIDE WALL

2 COURSES OF BRICK (MIN)

PRECAST CONCRETE MANHOLE FIGURE A301DATE: February 11, 2011

NOTES:

1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR

MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL.

2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU

APPROVAL.

3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO

FLOW STREAM.

4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED.

5. WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH

TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION.

6. HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS.

7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED

MANUFACTURERS LISTED IN APPENDIX D.

SET COVERS FLUSH IN

PAVED AREAS

MANHOLE FRAME & COVER

(SEE STANDARD DETAIL)

FRAMES BEDDED IN MORTAR

EXTERNAL MANHOLE

HEAT SHRINK SEAL

(TYP) SEE NOTE 5

APPROVED LINER

PER SPECIFICATIONS

BENCHING PER

SPECIFICATIONS

9"

9"

6"

MIN

PRE-PRIMED

JOINT SURFACES

PRE-MOLDED PLASTIC JOINT

SEALER, APPLIED TO BOTH

LIPS

COMPLETED

JOINT WITH

SQUEEZE-OUT

PRE-PRIMED

JOINT SURFACES

4 COURSES (MAX) OR MIN 5" TO

MAX 10" HDPE ADJUSTING RING

2'-0"

FDOT # 57 STONE

0.8D (EFFLUENT PIPE DIAMETER)

SQUEEZE-OUT, MIN

1

2

"

INTERIOR AND EXTERIOR

9"

CONCRETE WITH ADMIX

8"

6"

MIN

2500 PSI CONCRETE

AROUND MANHOLE

MANHOLE IN GRASS AREA FIGURE A303

NOTES:

1. CLEARANCE OF 30" FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS.

2. AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED.

3. TOP OF MANHOLE SHALL BE 2" ABOVE FINISHED GRADE, CROWN OF ADJACENT

ROADWAY, OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER.

MANHOLE

COVER

FINISHED GRADE

2" M

IN

6"

MIN

2500 PSI CONCRETE

AROUND MANHOLE

4" BAR CONTINUOUS AROUND

COLLAR. 3" MIN. COVER (TYP)

12" MIN

7" M

IN

DATE: February 11, 2011

2 - NON PENETRATING

PICK HOLES

PLAN

ELEVATION

1-1/2" MIN

MACHINED

MATING

SURFACES

39"

7"

25 3/4"

24" ± 3/8"

NOTES:

1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY"

SHALL NOT APPEAR ON PRIVATE MANHOLES.

SANITARY

SEWER

O

R

A

N

G

E

C

O

UNT

Y

F

L

O

R

I

D

A

4-3/4" MIN

STANDARD MANHOLE FRAME AND COVER FIGURE A304

RAISED 1-1/2" LETTERS

FLUSH WITH TOP OF COVER

B

O

A

R

D

O

F

C

O

U

N

TY

C

O

M

M

I

S

S

I

O

N

E

R

S


(TYP.)

2'-0"1'-6"

1. BASE REPLACEMENT SHALL BE 3000 PSI HIGH

EARLY STRENGTH CONCRETE.

2. ASPHALTIC CONCRETE SURFACE MATERIAL

SHALL BE REPLACED WITH THE SAME TYPE OF

MATERIAL THAT EXISTED AT THE TIME OF

REMOVAL.

3. MINIMUM ASPHALTIC CONCRETE THICKNESS

SHALL BE (1"- 5") INCH/ES, TO MATCH EXIST

ASPHALT THICKNESS.

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.

6. CUT AREA TO BE PLATED OR PROTECTED ON

DAY OF POUR.

GENERAL NOTES:

CONCRETE

REPLACEMENT

HOT PATCH

PAVEMENT RESTORATION

EXIST SUBGRADE

1. SEE DETAIL A-702.

EXIST BASE

SAW CUT

ASPHALT

(TYP.)

MIN 8" HIGH

EARLY CONC

(TYP.)

2'-0"1'-6"

(TYP.)

PERMANENT HOT ASPHALT

REPLACEMENT APPLIED IN

2 INCH MAX LAYERS

FRAME BEDDED

IN MORTAR

INSTALL NEW MANHOLE

FRAME AND COVER TO

MATCH FINISHED GRADE

2 COURSES OF BRICK (MIN)

4 COURSES (MAX)

FIBERGLASS INSERT

HIGH COMPRESSION STRENGTH

GROUT BETWEEN EXIST MH AND

FIBERGLASS INSERT

REPAIR EXIST BENCHING

PRIOR TO INSTALLATION

AND SEALING OF FIBER

GLASS INSERT

EXIST CORBEL SECTION

TO BE REMOVED

MANHOLE FRAME AND

COVER TO BE REMOVED

BRICK TO BE

REMOVED

EXIST MANHOLE DETAIL

SCALE: N.T.S.

REHABILITATION DETAIL

SCALE: N.T.S.

VA

RIE

S

TO

R

EM

AIN

VARIES

TO BE REMOVED

FIBERGLASS MANHOLE INSERT SYSTEM FIGURE A-608DATE: February 2013

ASPHALT PAVEMENT RESTORATION AT MANHOLE

FIGURE A-610DATE: August 2012

FRAME AND COVER REPLACEMENT

1/2"(MIN)

CUT AND REMOVE

EXISTING BOLT, LADDER,

REINFORCEMENT OR

OTHER EMBEDDED METAL

EXISTING WALL OR

OTHER CONCRETE

REMOVE EXISTING

COATING (WHERE

APPLICABLE)

NEW COATING / LINING

CONCRETE SURFACE

BONDING AGENT

CRACK/HOLE/SPALLED AREA

CUT AND REMOVE

EXISTING CORRODED

REINF, AS DIRECTED

BY ENGINEER

REPLACE WITH

GRADE 40 REINF

OF SAME SIZE

REPAIR AND FILL MATERIAL

RECOMMENDED BY THE

COATING MANUFACTURER AND

APPROVED BY THE ENGINEER

TYPICAL REPAIR OF CONCRETE SPALL

TYPICAL BOLT, LADDER, REINFORCEMENT AND

EMBEDDED METAL REMOVAL

ORIGINAL/RESTORED SURFACE

CONC FACE AFTER WATER BLASTING AND CHIPPING

EXISTING REINFORCING

EXISTING CONC

REPAIR AND FILL MATERIAL RECOMMENDED BY

THE COATING MANUFACTURER AND APPROVED

BY THE ENGINEER

WELDED SPLICE, TYP

6" OR AS REQUIRED

BY WELDER

(TYP)

EXISTING WALL OR

OTHER CONCRETE

3"

3/8

"

CONCRETE

SURFACE

REPAIR MORTAR

OR GROUT WHERE

APPLICABLE

SAWCUT 1/8" WIDE X 3/8"

DEEP GROOVE IN CONCRETE

PROTECTIVE COATING

EDGE OF

NOTE:

1. SAWCUT BULK CONCRETE 3" BELOW TOP AND FEATHER

AN ADDITIONAL 3" AS SHOWN IN THIS DETAIL.

REPAIR AND FILL MATERIAL

RECOMMENDED BY THE COATING

MANUFACTURER AND APPROVED

BY THE ENGINEER

PROTECTIVE EDGE TERMINATION

CONCRETE RESTORATION AT MANHOLE OR WETWELL FIGURE A-611DATE: August 2012

MODIFICATIONS OF EXISTING CONCRETE

1. THE FOLLOWING NOTES ON MODIFICATION OF EXISTING CONCRETE ARE

GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE

SPECIFIC INDICATIONS TO THE CONTRARY.

2. WHERE "TIE TO EXISTING STRUCTURE" IS INDICATED, CONTRACTOR SHALL

STRAIGHTEN AND SANDBLAST REINFORCEMENT AND SPLICE WITH NEW

REINFORCEMENT AS DETAILED ON THE DRAWINGS OR AS DIRECTED BY THE

ENGINEER. IF CONDITIONS WARRANT WELDING OF REINFORCING, WELDING

WILL BE SUBJECT TO ENGINEER'S APPROVAL.

3. EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW CONCRETE

SHALL BE THOROUGHLY CLEANED BY SANDBLASTING AND COATED WITH

EPOXY BONDING COMPOUND JUST PRIOR TO PLACEMENT OF NEW

CONCRETE.

4. SURFACES SHALL BE NEATLY SAW CUT TO A DEPTH OF 1/2 INCH PRIOR TO

REMOVING THE EXISTING CONCRETE.

5. WHERE WATERSTOP BETWEEN NEW AND EXISTING CONCRETE IS

REQUIRED, CONTRACTOR SHALL CUT SUITABLE GROOVE IN THE EXISTING

CONCRETE AND INSTALL WATERSTOP WITH EPOXY AND BONDING

COMPOUND PRIOR TO CONCRETE WORK.

6. STRUCTURAL DIMESIONS RELATED TO OR CONTROLLED BY EXISTING

STRUCTURES SHALL BE VERIFIED IN FIELD BY THE CONTRACTOR PRIOR TO

CONCRETE WORK.

CONCRETE STRUCTURAL REINFORCING REPAIR

NEW COATING / LINING

NEW COATING /

LINING

NEW COATING /

LINING


D-101

2338

2014-28-06

DEC 2017

CKM

JAB

GJH






LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


58685


BID SET *DATE**INI*



PUMP BASE PLATE FIGURE A402-4

NOTES:

1. PLATE ANCHORS TO BE 6" MIN, 3/4" DIAMETER, WITH EPOXY ADHESIVE CAPSULE PROVIDING A MINIMUM

EMBEDMENT DEPTH OF 6 5/8".

2. NO EXPANSION ANCHORS ALLOWED

3. PLATE SIZE: 6" LARGER THAN BASE ELBOW & PUMP VOLUTE TYP. ALL AROUND. BASE PLATE SHALL BE

TRIMMED TO FIT, IF REQUIRED.

4. BASE ELBOW BOLTS, PLATE ANCHORS, AND STUDS TO BE STEEL (MIN ASTM A307 GRADE B AND A563).

SECTION VIEW IF NO STEP REQUIRED

1" THICK STEEL

BASE PLATE

PLAN VIEW

PUMP BOLTS TO BE WELDED

TO BOTTOM SIDE OF PLATE

1

2

LENGTH

6" MIN

PLATE ANCHORS

6" M

IN

6" MIN

2" MIN (TYP)

2" M

IN

(T

YP

)

6" M

IN

STEP TO BE STEEL, WELDED TO

BASE PLATE AND SUPPLIED BY

PUMP MANUFACTURER

PUMP BOLTS TO BE WELDED

TO BOTTOM SIDE OF STEP

BASE ELBOW

PLATE ANCHORS (6" MIN)

1" MINIMUM LEVELING

COURSE

6

5

8

" MIN. PENETRATION (SEE NOTE 1)

WET-WELL BOTTOM SLAB

SECTION VIEW WITH STEP


TEE

PRESSURE GAUGE

NTS

PIPE SUPPORT

1/4" BV MATERIAL TO MATCH PIPE

MATERIAL

1/4" TO MATCH SEAL MATERIAL

SS TEST TAP (1/4" PIPE). LOCATE ON

LOWER DIAPHRAGM FLUSHING

CONNECTION WITH TEE.

PRESSURE SEAL WITH 1/4" NPT

CONNECTIONS (SEE SPECIFICATIONS)

PIPE CONNECTION AS PER PIPE MFG

RECOMMENDATION

24

" M

AX

.

FIGURE A402-6DUPLEX PIPE SUPPORT AND GAUGE

DIAPHRAGM ASSEMBLY

GAUGE / DIAPHRAGM ASSEMBLY

NTS

316 SS

1

4

" NEOPRENE LINER

LOCKNUT


N.T.S.

TEE

PRESSURE

GAUGE

1/4" BV MATERIAL TO

MATCH PIPE MATERIAL.

1/4" TO MATCH SEAL MATERIAL

S.S. TEST TAP (1/4" PIPE). LOCATE

ON LOWER DIAPHRAGM FLUSHING

CONNECTION WITH TEE.

PRESSURE SEAL WITH 1/4"

NPT CONNECTIONS (SEE

SPECIFICATIONS.)

PIPE CONNECTION AS PER

PIPE MFG RECOMMENDATION

24

" M

AX

.

FIGURE A403-6TRIPLEX CONCRETE PIPE SUPPORT AND

GAUGE DIAPHRAGM ASSEMBLY

GAUGE/DIAPHRAGM ASSEMBLY

PIPE

1

4

" NEOPRENE

LINER

3000 PSI

CONCRETE

N.T.S.

ABOVE GROUND CONCRETE PIPE SUPPORT

3

8

"X4" 316 S.S.

PIPE STRAP

3

1

2

"

VA

RIE

S

3"

#4 BAR

2 #5 DOWELS AT 24" OC

4"

MIN

VARIES

8"

5

8

" 316 S.S. ANCHOR

BOLTS (TYP)

SECTION

PLAN


GRADE

FIGURE A120 WATER AND RECLAIMED WATER SERVICES

(TYPICAL)

CORPORATION

STOP (TYP)

PE TUBING

STANDARD

CURB

ROADWAY

CENTERLINE

NOTES:

1. CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEEN SIDEWALK AND

CURB.

2. CONTRACTOR TO LOCATE CURB STOP BY PLACING A 2" X 2" SQUARE STAKE RISING 24" ABOVE THE

GROUND. TOP OF STAKE SHALL BE PAINTED THE COLOR OF THE UTILITY SERVICE AND LABELED

WITH THE LOT NUMBER(S) IT SERVES.

STAKE

(SEE NOTE 2)

CURB STOP

(SEE NOTE 1)

CURB STOP

(SEE NOTE 1)

STAKE

(SEE NOTE 2)

SIDEWALK (TYP)

RIG

HT

O

F W

AY

LIM

IT

S

30" MIN

RIG

HT

O

F W

AY

LIM

IT

S

DATE: July 2014

GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE)

FIGURE A302

NOTES:

1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT

SEWER.

2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH

HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.

3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING

CORING AND CONNECTIONS TO EXISTING MANHOLES.

PRECAST MANHOLE WALL

INLET CONNECTION AT INVERT

CONCRETE ENCASEMENT

OF VERTICAL PIPE

DROP PIPE

(SEE NOTE 1)

90° BEND

2"

INFLUENT SEWER

(SEE NOTE 2)

PRECAST

MANHOLE

WALL

STAINLESS STEEL BAND

RESILIENT CONNECTOR

STAINLESS STEEL PIPE CLAMP

PRECAST

MANHOLE

WALL

CAST IN-PLACE

SEAL

STANDARD CONNECTION

PVC PLUG WITH TOP HALF

AREA OPEN

PVC

PVC

TEE

GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE)

NEW AND EXISTING MANHOLES NEW MANHOLES ONLY

GRAVITY MANHOLE CONNECTION

6"

MIN

6" M

IN

6" M

IN

6"

MIN

#4 90° HOOK AT 8" O.C.E.W.


NOTES:

1. CONTRACTOR SHALL REPAIR DETERIORATION ON INSIDE CIRCUMFERENCE OF PIPE WALL TO FORM A

SMOOTH SURFACE FOR THE END OF CIPP LINER.

2. IF POLYETHYLENE IS USED FOR INTERIOR OF LINING, CONTRACTOR SHALL ABRADE THE POLYETHYLENE

LAYER PRIOR TO APPLYING THE EPOXY.

3. COMPLETE MANHOLE REHABILITATION PRIOR TO PIPE LINING.

TYPICAL CIPP LINER END

DETAIL A - AT MH OPENING DETAIL B - IN PIPE OR AT MH INVERT

NEW CIPP

LINER

SEE DETAIL B

POLYMERIC EPOXY

(TYP.)

SEE DETAIL A

LINER

TEMINATION

NOTE: IF THICKNESS IS GREATER THAN

1

2

",

CONTRACTOR MAY USE RAPID SET MOTAR w/

MIN.

1

4

" THICK POLYMERIC EPOXY TOP COAT.

12

" M

IN

.

OV

ER

LA

P

EXIST. MH

WALL

HOST

PIPE

12" MIN.

OVERLAPMIN.

1

4

" POLYMERIC

EPOXY

NEW CIPP

LINER

HOST PIPE

NEW CIPP

LINER

MIN.

1

4

" POLYMERIC

EPOXY

12" MIN.

OVERLAP

LINER TERMINATION AT MANHOLE FIGURE A-604DATE: August 2012

HOST

PIPE

EXIST.

MH WALL

BENCHING

NEW CIPP

LINER

SEE DETAIL B

POLYMERIC EPOXY

(TYP.)

SEE DETAIL A

LINER

TEMINATION

HOST

PIPE

4" MIN.

SEWER MAIN

LATERAL

DOUBLE

SPRING LINE

LATERAL

SINGLE

R / W

SERVICE LATERAL FIGURE A305

NOTES:

1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE.

2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE-WORK CONTRACTOR.

3. WYE TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 5-FEET.

4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE-WORK CONTRACTOR, ONE

PER SERVICE.

5. ALL FITTINGS SHOWN ARE TO BE INSTALLED.

6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S" IN THE

CURB DIRECTLY OVER THE LATERAL.

7. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT

SERVICE LATERAL TO HOUSE.

6" 45°

BEND

WYE WITH

6" BRANCH

S

6" 45°

BEND

WYE WITH 6"

BRANCH

SEWER MAIN SIZE

VARIES

DOUBLE WYE

WITH 6"

BRANCH

CLEAN-OUT

(TYP)

ROTATE

30° (TYP.)

LOT

LINE

SLOPE TO TERMINAL

DEPTH

@ 1.0% MIN (TYP.)

CURB (SEE NOTE 4)

3' M

IN

(S

EE

N

OT

E 3

)

TEMP PLUG

(TYP.) (SEE

NOTES 2

AND 7)

R / W

R / W

R / W

STAKE TO SHOW LOCATION OF

TEMPORARY PLUG. (TYP.)

(TYP.) BUILDER'S

PLUMBER (SEE

NOTE 7)

(TYP.) TEMP. PLUG

(SEE NOTES 2 AND 7)

PROFILE

NTS

PLAN

NTS

(TYP.) BUILDER'S

PLUMBER (SEE

NOTE 7)

LOCATOR BALL

6" MAX BELOW PIPE

(TYP) SEE NOTE 4

FINISHED

GRADE

DATE: February 11, 2011FIGURE A115-2 COMBINATION AIR RELEASE VALVE

FOR WASTEWATER

VENTED ARV ENCLOSURE

(GREEN) (SEE NOTE 4)

2" AIR

RELEASE VALVE

2" BALL/PLUG VALVE

ADJUSTABLE CAST IRON

VALVE BOX

FDOT #57 STONE

2" ELBOW AND TUBING

(THREADED)

MIN 2%

SLOPE

2" PIPE

2" ELBOW

2"CORP STOP

2" NIPPLE

2" SADDLE TAP

VARIES-SEE NOTE 1

NOTES:

1. OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS POSSIBLE

AND CLEAR OF PEDESTRIAN WALKWAYS. IF PIPE IS AT RIGHT OF WAY LINE, NO OFFSET IS

REQUIRED.

2. ABOVE DETAIL APPLIES TO A 2" ARV. FOR LARGER ARVS, PIPE DIAMETER AND VALVES SHALL BE

EQUAL TO THE SIZE OF THE ARV.

3. ALL PIPING, VALVES AND APPURTENANCES TO BE BRASS OR 316 S.S. EXCEPT WHERE SPECIFIED

OTHERWISE.

4. THE ENCLOSURE VENTS MUST BE CAPABLE OF ALLOWING AT LEAST THE SAME AMOUNT OF

AIRFLOW AS THE VALVE.

2" PLUG VALVE WITH 2"

SQUARE NUT

2' M

IN

1' MIN

RIGHT OF WAY PRIVATE PROPERTY

18"

MIN

MAIN DIAMETER ARV

12" AND SMALLER 2"

16" 3"

20", 24" 4"

30", 36" 6"

6" M

IN

DATE: July 2014


D-102

2438

2014-28-06

DEC 2017

CKM

JAB

GJH






LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


58685


BID SET *DATE**INI*



CHAIN LINK FENCE FIGURE A406

NOTES:

1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH

SIDE OF A CORNER POST ONLY.

2. PROVIDE CHAIN AND LOCK FOR SECURING GATE.

3. FENCING AND POSTS SHALL BE BLACK, VINYL CLAD.

FENCE DETAIL

DOUBLE SWING GATE DETAIL

#9 GALV CLIPS

2'-MAX SPACING

POST CAP

3" POST CORNER

SCH. 40

FINISHED

GRADE

STRETCHER BARS

2" MESH FABRIC

BLACK VINYL

COATED

3/8" ROUND

TRUSS BARS

TURNBUCKLE

#9 TIE WIRES

12" OC

2

3

8

" LINE POST

SCH. 40

TENSION WIRE

2500 PSI

CONCRETE

3" GATE POST

SCH. 40 (TYP)

GATE

CORNER

3/8" ADJ

TRUSS RODS

1

5

8

" GATE FRAME

SCH. 40

CENTER STOP

12" X 12" X 12"

(SEE NOTE 2)

2500 PSI

CONCRETE

36

"

10'-0" TO CENTER (MAX)

1

5

8

" TOP RAIL

SCH. 20 (TYP)

36

"

6"

12"

6'-0

"

2"

8' 0" 8' 0"

12"

6"

6"

12"

FINISHED GRADE

PAVEMENT

BOX OUT (TYP)

DATE: February 11, 2011FIGURE A708

NON STANDARD

FENCING AS

SHOWN ON PLANS

14" OR

AS SHOWN

ON PLANS

PROPERTY LINE OR AS

SHOWN ON PLANS

6" X 18" CONC. CURB @

2500 PSI. CURBING SHALL

BE USED WITH FENCING.

4" FDOT TYPE 57 STONE.

GRADE

NOTES:

1. SEE PUMP STATION SITE PLAN FOR LOCATION AND LIMITS OF CURB SHOWN

AS EDGING FOR ROCK BEDS.

2. CURBING IS REQUIRED WHERE SHOWN ON PLANS.

CURB SET BACK = 2" MIN.

FROM PROPERTY LINE

60 MIL. NON-WOVEN

GEOTEXTILE FABRIC

12" CIRCULAR POST FOOTING.

WEEP HOLES (AS REQUIRED).

4"

4"

FENCE/CURB DETAILS

N.T.S

FIGURE A704-BDATE: NON-STD

YARD HYDRANT/HOSE BIBB

24

"

(M

IN

)

MALE QUICK CONNECTION AND

CHAIN-LOCK CAP. POSITION/ROTATION

PER COUNTY REPRESENTATIVE

90° ELBOW

2" SCH 80 PVC PIPE

2" BRASS PIPE

PVC TO BRASS ADAPTER

3

4

" BRASS HOSE BIB

2" TEE WITH 2" X

3

4

"

REDUCER

2" LOCKABLE BALL

VALVE (BRASS)

FINISHED GRADE

SECURE PIPE TO POST

WITH SS STRAPS (TYP)

4"X4" PRECAST

CONCRETE POST

2" 90° ELBOW

ANTI-SIPHON DEVICE

CO

VE

R

18

" M

IN

2'-0

" M

IN

.

FIGURE A707BSCADA POLE DETAILDATE: NON-STD.

NOTE:

1. THE CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN WITH DETAILS OF

THE POLE EMBEDMENT AND STRUCTURAL CALCULATIONS FOR APPLICABLE

WIND LOADING, SPECIFIC HEIGHT AND LOADING OF THE POLE, INCLUDING THE

ANTENNA . THE CALCULATIONS SHALL BE PREPARED BY A STRUCTURAL

ENGINEER, REGISTERED IN THE STATE OF FLORIDA.

2. SHOP DRAWING SUBMITTALS FOR POLE SHALL INCLUDE ALL INSTALLATION

DESIGN AND DETAILS AS REQUIRED.

SEE NOTES

SEE NOTES

PO

LE

H

EIG

HT

=

P

ER

P

LA

NS

CONCRETE COLLAR/

EMBEDMENT PER

INSTALLATION DESIGN,

SEE NOTES

PRECAST CONC. PULL BOX

W/ TRAFFIC RATED STEEL

COVER, BROOKS 36 SERIES

OR EQUAL

3/4" x 30' GROUND ROD,

BOND TO SCADA POLE

GROUND WIRE AND TO

PUMP STATION GROUND

GRID

TO SCADA PANEL

3"x5" HANDHOLE W/ COVER

SQUARE CONCRETE POLE,

SEE DETAIL THIS SHEET

ANTENNA BY ORANGE

COUNTY UTILITIES

SEE NOTES

FIGURE A709

DATE: April 14, 2017

SCADA PANEL CONDUIT LAYOUT

(NTS)

SCADA PANEL

CENTERED ALONG 36"

FREE SPACE OF NEW

CONTROL PANEL RACK

1.75" 6.5" 2.375" 3.5"

4.375"

1" PVC SCH 80

CONDUIT TO

VALVE VAULT

1" PVC SCH 80

CONDUIT TO RPZ

(OCU WATER ONLY)

2" SCH 80 PVC

CONDUIT TO

SCADA POLE

(3) 1" PVC SCH 80 CONDUIT

TO PUMP PANEL

BOTTOM OF ENCLOSURE KNOCKOUT DETAILS

BACK

FRONT

FRONT OF ENCLOSURE

4"1.625"

FIGURE A707TYPICAL SCADA POLE

#8 GROUND WIRE

A

E

D

C

5"

B

STANDARD FEMALE THREADED PIPE

TENON

2

1

2

" O.D.

1

1

4

" POLY

PIPE

3"X5" HAND

HOLE WITH

ALUMINUM

COVER

1

1 4

" E

LB

OW

#8 G

RO

UN

D W

IR

E

TO

S

CA

DA

P

AN

EL

CRITERION

B

EMBEDMENT

A 50'

SPECIFIED

HEIGHT ABOVE

GROUND

14

5

8

"

C 8'-6"

D 3'-8"

E 6

1

2

"

10'

40'

WIND VELOCITY (MPH) 160

19.9

WEIGHT (LBS.) 5840

170

15.8

180

11.5MAXIMUM EPA (SQ. FT.)

35'

12"

5'-8"

3'-6"

6 "

7'

28'

170

4.9

3110

175

3.5

180

2.2

50 FT.

TYPE III-O POLE

35 FT.

TYPE I-O POLE

2"

NOMINAL

DIAMETER (IN.)

OUTSIDE

DIAMETER (IN.)

2

1

2

"

STANDARD PIPE TENON SIZE

DATE: April 7, 2017

1. CONTRACTOR SHALL PROVIDE

INSTALLATION DESIGN WITH NECESSARY

DETAILS OF THE POLE EMBEDMENT AND

STRUCTURAL CALCULATIONS FOR

APPLICABLE WIND LOADING, SPECIFIC

HEIGHT, AND LOADING OF THE POLE,

INCLUDING THE ANTENNA. THE

CALCULATIONS SHALL BE PREPARED BY A

STRUCTURAL ENGINEER, REGISTERED IN

THE STATE OF FLORIDA.

2. SHOP DRAWING SUBMITTALS FOR POLE

SHALL INCLUDE ALL INSTALLATION DESIGN

AND DETAILS AS REQUIRED.

3. DETAIL IS NOT INTENDED AS AN

INSTALLATION GUIDELINE.

GENERAL NOTES:

TO

SE

RV

IC

E

FIGURE A708A

18

" W

ID

E B

Y 6

" T

HIC

K

WIT

H #

4 B

AR

A

LL

AR

OU

ND

(2

R

EQ

UIR

ED

),

OR

F

IB

ER

ME

SH

NO

TE

S:

1.

AL

L P

IP

E F

IT

TIN

GS

S

HA

LL

B

E B

RA

SS

.

2.

PA

IN

TIN

G IN

A

CC

OR

DA

NC

E W

IT

H T

HIS

M

AN

UA

L.

3.

PR

ES

SU

RE

T

RA

NS

DU

CE

R A

ND

W

AT

ER

M

ET

ER

ON

LY

R

EQ

UIR

ED

F

OR

W

AT

ER

S

UP

PL

IE

D B

Y

OC

U

FR

OM

MA

IN

FIN

AL

G

RA

DE

REDUCED PRESSURE BACKFLOW PREVENTER,

1 INCH (OR LARGER) WITH PRESSURE

TRANSDUCER AND WATER METER

9"

MIN

BR

AS

S O

R G

AL

VA

NIZ

ED

NON STANDARD

0-1

00

P

SIG

PR

ES

SU

RE

G

AU

GE

PR

ES

SU

RE

T

RA

NS

DU

CE

R -

WIN

TE

RS

P

TP

10

0 O

R E

QU

AL

4-2

0 m

a O

UT

PU

T 0

-1

00

P

SI

RA

NG

E

SE

E D

ET

AIL

A

DE

TA

IL

A

2" T

O 3

/4

" T

EE

1/4

" x 3

/4

" T

EE

2 #

18

T

SP

( 1

P

R 1

2V

DC

,

1 P

R- 4

-2

0 M

A S

IG

NA

L)

1" P

VC

W

EA

TH

ER

HE

AD

1" S

CH

80

P

VC

T

O

SC

AD

A P

AN

EL

BU

RIE

D 3

" X

3

"

CO

NC

RE

TE

PO

ST

(2

' M

IN

D

EP

TH

)

3/4

" G

AT

E V

AL

VE

BA

CK

FL

OW

P

RE

VE

NT

ER

IN

A

CC

OR

DA

NC

E W

IT

H

ST

AT

E A

ND

C

OU

NT

Y

RE

QU

IR

EM

EN

TS

GA

TE

V

AL

VE

90° BEND

(2

R

EQ

UIR

ED

)

GA

TE

V

AL

VE

GA

TE

V

AL

VE

16" MAX

12" MIN

2" W

AT

ER

M

ET

ER

(B

y O

CU

)

TH

RE

AD

ED

NIP

PL

E

GA

TE

V

AL

VE

BA

CK

FL

OW

P

RE

VE

NT

ER

IN

A

CC

OR

DA

NC

E W

IT

H

ST

AT

E A

ND

C

OU

NT

Y

RE

QU

IR

EM

EN

TS

UN

IO

N

(2

R

EQ

UIR

ED

)

90° BEND

(2

R

EQ

UIR

ED

)

TO

SE

RV

IC

E

FIGURE A409

GA

TE

V

AL

VE

TH

RE

AD

ED

NIP

PL

E (T

YP

)

TE

ST

C

OC

K (T

YP

)

18

" W

ID

E B

Y 6

" T

HIC

K

WIT

H #

4 B

AR

A

LL

AR

OU

ND

(2

R

EQ

UIR

ED

),

OR

F

IB

ER

ME

SH

NO

TE

S:

1.

AL

L P

IP

E F

IT

TIN

GS

S

HA

LL

B

E B

RA

SS

.

2.

PA

IN

TIN

G IN

A

CC

OR

DA

NC

E W

IT

H T

HIS

M

AN

UA

L.

FR

OM

MA

IN

FIN

AL

G

RA

DE

16" MAX

12" MIN

REDUCED PRESSURE BACKFLOW PREVENTER,

2 INCH AND SMALLER

9"

MIN

9"

MIN

BR

AS

S O

R G

AL

VA

NIZ

ED

DATE:

MODIFIED

MODIFIED

MODIFIED


D-103

2538

2014-28-06

DEC 2017

CKM

JAB

GJH






LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


58685


BID SET *DATE**INI*



DUPLEX PUMP STATION SITE PLAN FIGURE A402-5

R/WR/W

FM

E.O.P.

GRAVITY SEWER

NOTES:

1. THIS DRAWING IS PROVIDED AS REFERENCE ONLY. DESIGN ENGINEER SHALL PROVIDE A SITE SPECIFIC DRAWING

TO A SCALE OF 1"=10'.

2. FOR NON-RESIDENTIAL ROADS, DISTANCE BETWEEN EDGE OF PAVEMENT AND GATE SHALL BE 20' MINIMUM.

3. PUMP STATION TRACT (INCLUDING DRIVEWAY) AND UTILITY EASEMENT SHALL BE DEDICATED TO ORANGE

COUNTY UTILITIES.

4. THIS DIMENSION, AS MEASURED FROM THE CENTER OF THE WET WELL TO THE PUBLIC UTILITY EASEMENT LIMIT,

SHALL BE EQUAL TO OR GREATER THAN THE DEPTH OF THE WET WELL.

5. CONTROL PANEL DOOR HINGES TO BE LOCATED ON THE SIDE OF THE PANEL FARTHEST FROM THE WELL.

6. DRIVEWAY SUBGRADE TO BE 8" THICK. SUBGRADE TO BE COMPACTED TO A MINIMUM DENSITY 98% OF THE MAX

DENSITY AS DETERMINED BY ASTM DI557.

7. THE BOUNDARY OF ALL NEW PUMP STATION TRACTS SHALL BE LOCATED A MINIMUM OF 50 FEET AWAY FROM ANY

SINGLE FAMILY RESIDENTIAL LOT INCLUDING TOWNHOMES.

6" THICK 3000 PSI CONCRETE

WITH 6"X6"XW2.9XW2.9

WELDED WIRE FABRIC

WM

MANHOLE, LINED (TYP)

FORCE MAIN

(SEE NOTE 5)

5'

MIN

5

8

" WATER METER

1' (TYP)

16' WIDE 8'-0" PANELS

SWING GATE

9'

MIN

1' MIN

RPZ

1" WATER SERVICE

CONTROL PANEL

(MIN 4 FT CLEARANCE

FROM FENCE)

HOSE BIBB

3' MIN

4' MIN

3'

MIN

18'

6" (TYP)

SEE NOTE 4

SEE NOTE 4

WET WELL

VALVE VAULT

LIMITS OF

UTILITY

EASEMENT

35' MIN TRACT

CHAIN LINK FENCE INSIDE

6"X18" CONCRETE CURB

WITH 4" REVEAL ALL

AROUND

FM

3' MIN

1' (TYP)

3' MIN

PUMP

OUT

4" OF FDOT #57 STONE,

60 MIL GEOFABRIC

WEED CONTROL LINER

UNDER STONE

SE

E N

OT

E 4

6' MIN

EXPANSION JOINTS

(TYP)

1

1

45' MIN TRACT

14' DRIVEWAY


2'

EXPANSION JTS. @ 15' O.C. CONTROL JTS @ 5' O.C.

MATCH EXIST. SIDEWALK WIDTH

3.

2.

3000 PSI @ 28 DAYS

SAW CUT ALL JOINTS IN EXIST. SIDEWALKS1.

NOTES:

CLASS CONCRETE

4" SIDEWALKS

SIDEWALK REPAIR DETAIL

N.T.S.

0.50" JOINT

3' 7'

TOP OF CURB

10

'

DROP CURB (WIDTH VARIES)

5' (TYP)

WARP

GUTTER

PLAN (WITH SIDEWALK)

PROFILE

6'4'

R/W LINE

VA

RIE

S

VA

RIE

S

UTILITY STRIP (VARIES)

7'

B

(EXAGGERATED VERTICAL SCALE)

0.50" JOINT

WITH CURB WITHOUT CURB

10'

0.50" JOINT

DRIVEWAY CONTINUATION

(SEE SITE PLAN)

SLOPE FROM GUTTER

(OR EDGE OF PAVEMENT)

TO FRONT OF SIDEWALK

SLOPE VARIES:

0.02 NORMAL

0.01 MIN.

0.04 MAX.

SLOPE VARIES:

0.04 NORMAL

0.02 MIN.

0.08 MAX.

DROP

CURB

SLOPES CAN BE ADJUSTED WITHIN THE

RANGES SHOWN TO IMPROVED TIES TO

ADJACENT PROPERTY AND ARE TO BE

TRANSITIONED TO AVOID DISTORTION IN

SIDEWALK CONTINUITY

SIDEWALK WIDTH

(AS SHOWN ON PLANS)

0.50" JOINT

0.50"

JOINT

0.125" OPEN JOINT

AT 10' CTRS. WITH

INTERMEDIATE

DUMMY JOINTS

BACK OF SIDEWALK

0.50"

JOINT

3' MIN.

4" THICK CONC.

SIDEWALK

4" THICK CONC.

SIDEWALK

6' CURB

TRANSITION

R/W LINE

WIDTH VARIES

UTILITY STRIP 10'

AND GREATER

BACK OF

SIDEWALK

POINT OF WARP AT BACK

EDGE (SEE ABOVE)

FRONT OF

SIDEWALK

SLOPE 1/8" / FT.

(OR AS INDICATED ON SITE PLAN)

4000 P.S.I. CONC.

WITH FIBERMESH

REINF. (TYP)

16'-0" WIDE (TYP)

(OR AS INDICATED ON THE SITE PLAN)

*

*

*

0

.

7

5

"

R

1

.

7

5

"

R

3"

*SEE NOTE BELOW

TYPE E

6" MIN.

7.50" STD.

1'-2"

2'-3"

1'-6"

2'-0"

1'-6"

1'-0

"

DRIVEWAY

SLOPE TO FIT

2

"

R

3

"

R

0

.

7

5

"

R

6"

6"

6"

TYPE F

10"

6" MIN.

2"

5"

11

"

9"

8"

6" MIN.

2'-0"

*SEE NOTE BELOW

DROP CURB

*NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE

GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE

THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS.

SECTION VIEW A-A

(ALONG WIDTH OF DRIVEWAY)

7.50" STD.

7.50" STD.

0

.

7

5

"

R

0.75"R

0

.

7

5

"

R

0

.

7

5

"

R

6.2

5"

POINT OF WARP

*SEE NOTE BELOW

W/ FIBERMESH REINF.

DRIVEWAY DETAILS FIGURE A705 DATE: October 31, 2016

NOTES

1. CONCRETE DRIVEWAY, SIDEWALKS, PAVEMENT AND DROP CURB SHALL MEET THE MATERIAL REQUIREMENTS OF SECTION 02576 AND

CONSTRUCTION REQUIREMENTS OF INDEX NO. 515, ROADWAY AND TRAFFIC DESIGN STANDARDS, STATE OF FLORIDA, DEPARTMENT

OF TRANSPORTATION. CONCRETE SHALL BE REINFORCED WITH FIBERMESH REINFORCEMENT FIBERS, 2 TO 3 INCHES COLLATED

POLYPROPYLENE, PER ASTM C94, TYPE III 4.13 AND APPLICABLE BUILDING CODES.

2. CONSTRUCT DRIVEWAY ON COMPACTED SUB GRADE COMPACTED TO 98 % MAX. DENSITY AS DETERMINED BY AASHTO T-180.

3. WHERE TURNOUTS ARE CONSTRUCTED WITHIN EXISTING CURB AND GUTTER, THE EXISTING CURB AND GUTTER SHALL BE REMOVED

EITHER TO THE NEAREST JOINT BEYOND THE FLARE POINT OR TO THE EXTENT THAT NO REMAINING SECTION IS LESS THAN 5 FEET

LONG.

4. REFER TO SITE PLANS FOR LIMITS OF CONCRETE DRIVEWAY. CONSTRUCTION OF CONCRETE WET WELL APRON AND\OR EQUIPMENT

PADS SHALL BE IN ACCORDANCE WITH THE ABOVE DETAILS.

5. ALL 0.50" JOINTS SHALL BE CONSTRUCTED WITH PREFORMED JOINT FILLER. 0.50" JOINT FILLER SHALL BE PLACED IN JOINTS BETWEEN

DRIVEWAY AND CONCRETE APRONS, WET WELLS, VALVE VAULTS, OR ANY OTHER CONCRETE STRUCTURE.

6. JOINTS IN CURB AND GUTTER ARE TO BE PLACED TO MATCH JOINTS IN DRIVEWAYS.

7. DRIVEWAYS SHALL BE OF A UNIFORM WIDTH FROM THE POINT OF WARP TO THE RIGHT OF WAY LINE.

8. WHERE NOTED ( ) OPEN JOINTS ARE TO BE 0.125" WIDE AND PLACED AT 5' CTRS. IF REQUIRED, THE 5TH JOINT IS TO BE 0.50" WIDE.

PLAN (WITHOUT SIDEWALK)

SECTION VIEW B-B

(ALONG C/L OF DRIVEWAY)

5' M

IN

.

10' M

AX

.

6" THICK (TYP)

UTILITY STRIP

LESS THAN 10'

(6" THICK CONCRETE DRIVEWAY AND SIDEWALK)

(6" THICK CONCRETE DRIVEWAY)

A

A

3'

1'

1'

B

GENERAL NOTES:

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

2. SUB-GRADE TO BE COMPACTED TO 98% MAX. DENSITY

AS DETERMINED BY AASHTO T-180. CUT AREA TO BE

PLATED OR PROTECTED ON DAY OF POUR. EXISTING

SURFACE TO BE SAW CUT TO AN AREA 5 FEET BEYOND

BASE CUT.

PAVEMENT RESTORATION:

1. LONGITUDINAL CUTS MAY REQUIRE MILLING AND

OVERLAY/RESURFACING OF THE COMPLETE WIDTH OF

THE TRAVELED WAY.

2. REFER TO PLANS FOR LIMITS OF RESTORATION.

3. CONTRACTOR SHALL REPLACE ALL PAVEMENT

STRIPING AND MARKINGS IN LIKE KIND.

12"

10"

1 1/2" TYPE SP12.5

ASPHALTIC CONC.

EXIST ASPHALT

TO BE MILLED

(WHERE REQ'D)

SUBBASE (TYPE B, LBR40)

BASE (SOIL CEMENT


D-104

2638

2014-28-06

DEC 2017

CKM

JAB

GJH






LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


58685


BID SET *DATE**INI*



ELECTRICAL NOTES, ABBREVIATIONS

AND SYMBOLS

E-001

2738

2014-28-06

DEC 2017

WCH

DJK

WCH



LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Thursday, August 31, 2017 5:31:20 AM F:\CIVIL\PROJECTS\2014\2014-28 OCU Cont Eng Services\14-28.06 Pkg 15 PS\5.0 Drawings\2014-28-06 Package 15 E-001.dwg

DESIGN ENGINEER


________

WILLARD HOANSHELT P.E.

42593

EB: 6160




REMOTE TERMINAL UNIT

BELOW OR ABOVE AND BE LOCATED EQUALLY SPACED FROM EQUIPMENT

CONDUIT ENTRY INTO ELECTRICAL EQUIPMENT SHALL BE DIRECTLY

CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED

BY THE NEC AND/OR TO MAKE A WORKABLE INSTALLATION.

EXPOSED FLEXIBLE CONDUITS SHALL NOT EXCEED 30 INCHES

IN LENGTH FOR SIZES 2 INCHES AND LARGER, MAXIMUM OF 18

INCHES FOR SIZES 1-1/2 INCHES AND SMALLER

AGAINST SHOP DRAWINGS BEFORE STUBBING UP CONDUITS.

BOXES, PANELBOARDS, CONDUITS, CONTROL PANELS ETC,

THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF TERMINAL

OF ALL EQUIPMENT.

AND APPROVED SHOP DRAWINGS FOR THE EXACT LOCATION

MECHANICAL, STRUCTURAL, CIVIL AND ARCHITECTURAL DWGS

DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE

ALL WORK SHALL COMPLY WITH THE 2011 NEC.

GENERAL NOTES

CENTERLINE

6.

5.

4.

3.

2.

1.

XFMR

SWGR

MFM

W

MAGNETIC FLOW METER

DIFFERENTIAL PRESSURE REGULATOR

DAMPER MOTOR OR DEMAND METER

FT

FS

FM FACTORY MANUAL

FLOW SWITCH

FEET

ELECTRICAL MANHOLEEMH

EWC

F

FACP

FLA

FIT

FAAP

°F

EXIST

EXH

EWH

ES

EUH

EVA

ESB

ETM

EO

ER

EP

ENCL

EMT

ELECTRIC WATER COOLER

FIRE ALARM ANNUNCIATION PANEL

ELECTRIC WATER HEATER

DEGREES FAHRENHEIT

FULL LOAD AMPERES

FLOW INDICATING TRANSMITTER

FIRE ALARM CONTROL PANEL

FORWARD

EXISTING

EXHAUST

ELECTRIC UNIT HEATER

ENERGY SAVING BALLAST

EXPLOSION PROOF

ELECTRICALLY OPERATED

ELECTRICAL METALLIC TUBING

ELAPSED TIME METER

ELECTRODE RELAY

ELECTRIC VALVE ACTUATOR

END SWITCH

ENCLOSURE

DPS

EF

ELR

EM

ELEC

EL

EC

DVLS

DS

DPST

DPR

DPDT

DN

DO

DIA

DM

DI

DC

DIFFERENTIAL PRESSURE SWITCH

DISCHARGE VALVE LIMIT SWITCH

EMERGENCY LOCKOUT RELAY

DISCONNECT SWITCH

EXHAUST FAN

ELEVATION

ELECTRICAL

EMERGENCY

EMPTY CONDUIT

DOOR INTERLOCK

DOUBLE POLE DOUBLE THROW

DOUBLE POLE SINGLE THROW

DRAW OUT

DOWN

DIAMETER

DIRECT CURRENT

PRGS PVC COATED RIGID GALVANIZED STEEL

PRESSURE SWITCH

PROXIMITY SWITCHPRS

PS

PRI PRIMARY

OWNER FURNISHED CONTRACTOR INSTALLED

OCCUPATIONAL SAFETY AND HEALTH ACT

NATIONAL FIRE PROTECTION ASSOCIATION

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION

NORMALLY OPEN, NUMBER

MANUAL TRANSFER SWITCH

PHASE, CHEMICAL TERM

PROGRAMMABLE LOGIC CONTROLLER

PUSH BUTTON OR PULL BOX

NATIONAL ELECTRICAL CODE

MILLIVOLT OR MERCURY VAPOR

MANUAL MOTOR STARTER

MOTOR PROTECTION RELAY

MOTOR OPERATED VALVE

MANHOLE, MOUNTING HEIGHT OR METAL HALIDE

NOT IN CONTRACT

PHOTO CONTROL

POWER FACTOR

OVERLOADS

OVERLOAD

NOT TO SCALE

OVERHEAD

ON CENTER

NON-FUSED

NORMALLY CLOSED

MEGA VOLT AMPERE

MAIN LUGS ONLY

MOTOR SPACE HEATER

MANUFACTURER

NIC

OSHA

PNL

PLC

PR

PF

PH

P

PC

PB

PAIR

PANEL

POLE

OLS

OFCI

OH

OL

OC

NTS

O

NO

OPEN

MV

NEMA

NFPA

NECA

NEC

NF

MVA

N

NC

NEUTRAL

MSH

MTS

MTD

MPR

MS

MIN

MLO

MOV

MFR

MH

MOUNTED

MINIMUM

Y

Ø

ZS

XTMR

X

WP

WT

WH

WM

CLOSE, COUNTER, CONTACTOR OR CONDUIT

CERTIFIED BALLAST MANUFACTURERS

AMERICAN STANDARDS ASSOCIATION

AMERICAN NATIONAL STANDARDS INSTITUTE

CYCLE TIMER OR CURRENT TRANSFORMER

WHEN BREAKER IS CLOSED OR TRIPPED)

(CLOSED WHEN BREAKER IS OPEN AND OPEN

CIRCUIT BREAKER AUXILIARY CONTACT

CLOSED WHEN BREAKER IS CLOSED OR TRIPPED)

(OPEN WHEN BREAKER IS OPEN AND

CIRCUIT BREAKER AUXILIARY CONTACT

BARE COPPER OR BATTERY CHARGER

CS

CTM

CWP

CU

CT

CTC

CR

CPT

CONN

COS

CP

CI

CLG

CONC

COND

CKT

CL2

CBM

CB"B"

CONTROL POWER TRANSFORMER

COLD WATER PIPE

CYCLE TIMER MOTOR

CYCLE TIMER CLUTCH

CONTROL STATION

CURRENT OR CONTROL RELAY

CABLE OPERATED SWITCH

COPPER

CONTROL PANEL

CONNECTION

CELL INTERLOCK

CONCRETE

CONDUCTOR

CHLORINE

CEILING

CIRCUIT

°C

CB

CB"A"

CAB

CAP

C

BR

BT

BIL

BLDG

BKR

BC

B

AUX

AWG

AT

ATS

CIRCUIT BREAKER

DEGREES CENTIGRADE

BEARING TEMPERATURE

CAPACITOR

CABINET

BRAKE

BASIC IMPULSE LEVEL

AUTOMATIC TRANSFER SWITCH

AMERICAN WIRE GAGE

BUILDING

BREAKER

BLUE

AUXILIARY

AMPERE TRIP

AM

ASA

AR

AS

ANSI

ANN

AHU

ALUM

AIC

AFG

AFF

ACCU

AF

ACB

AC

A

AMPS INTERRUPTING CAPACITY

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AMMETER SWITCH

ABOVE FINISHED FLOOR

AMMETER

ALARM RELAY

ANNUNCIATOR

ALUMINUM

AIR COOLED CONDENSING UNIT

AIR CIRCUIT CURRENT

ALTERNATING CURRENT

AMBER, AMPERE, ALARM

AMPERE FRAME

HP HORSE POWER

MOTOR CIRCUIT PROTECTOR

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

ILLUMINATING ENGINEERING SOCIETY

ELECTRONIC ENGINEERS

INSTITUTE OF ELECTRICAL AND

HIGH PRESSURE SODIUM

THOUSAND CIRCULAR MIL

MAGNETIC MOTOR STARTER

LIMIT OR LEVEL SWITCH

LIGHTING CONTRACTOR

LOW WATER CUTOFF

MOISTURE DETECTOR

MILLIAMPERE

LOCAL-OFF-REMOTE

LIGHTNING ARRESTED

LOW, LEVEL

KILOWATT HOUR

INSTRUMENTATION

KILOVOLT AMPERE

KEY INTERLOCK

JUNCTION BOX

INPUT/OUTPUT

HERTZ (CYCLE)

HIGH WATER CUTOFF

KW KILOWATT

LWCO

MCM

MCP

MCB

MCC

MD

MAX

M

MA

MAXIMUM

LTG

LOR

LS

LT

LC

KWH

L

LA

LIGHTING

LIGHT

INST

KVA

KVAR

KV

K

ISO

J

KILOVAR

KILOVOLT

ISOLATION

IEEE

I/O

IES

HWCO

HPS

HZ

HR HOUR

TYP

VA

VSD

VSC

VS

VLS

VM

VPI

VFD

VAR

V

UV

UPS

UL

UON

UG

T

TTC

TTB

TM

TQ

TEMP

TC

TEL

TD

TB

TACH

SV

SW

SWBD

ST

SUPV

SS

SPDT

SPST

HIGH MOTOR TEMPERATURE

GROUND FAULT INTERRUPTER

GROUND FAULT RELAY

HAND-OFF-REMOTE

HAND-OFF-AUTO

HANDHOLE

HOT CIRCUIT

HIGH OR HUMIDISTAT

GENERATOR BREAKER

GALVANIZED

GENERATOR

GROUND DETECTOR

ABBREVIATIONS

H

HMT

HOA

HOR

HC

HH

GFR

GND GROUND

GEN

GFI

GALV

GD

GB

SH

SN

SP

SCH

SEC

RTD

RTU

RS

RT

RGS

RMS

RES

R

RECP

WHITE, WATTS OR WIRE

YELLOW

POSITION SWITCH

PHASE

TRANSFORMER

AUXILIARY RELAY

WATTHOUR METER

TRANSFORMER

WATER TIGHT

WEATHER PROOF

WATT METER

TYPICAL

VARIABLE FREQUENCY DRIVE

UNLESS OTHERWISE NOTED

VARIABLE SPEED DRIVE

VARIABLE SPEED CONTROLLER

UNDERWRITERS LABORATORIES

VALVE POSITION INDICATOR

UNINTERRUPTIBLE POWER SUPPLY

VOLT AMPERE

VOLTMETER SWITCH

VALVE LIMIT SWITCH

VOLTMETER

VARMETER

UNDER VOLTAGE

VOLTS

UNDERGROUND

TELEPHONE TERMINAL CABINET

TELEPHONE TERMINAL BOX OR BOARD

TIMER CLUTCH OR TIME CLOCK

THERMOSTAT, TIMER, OR TOTALIZER

SUPERVISORY CONTROL

SELECTOR SWITCH OR STAINLESS STEEL

SINGLE POLE SINGLE THROW

SINGLE POLE DOUBLE THROW

TIME DELAY RELAY

TERMINAL BLOCK

TORQUE

TIMER MOTOR

TEMPERATURE

TELEPHONE

TACHOMETER

SOLENOID VALVE

SWITCHGEAR

SWITCHBOARD

SWITCH

STATION TIE BREAKER

RIGID GALVANIZED STEEL

SPACE HEATER OR SHIELD

RESISTANCE TYPE TEMP DETECTOR

RED, RAISE, RELAY OR REVERSE

REPEATING TIMER

SCHEDULE

SINGLE POLE

SOLID NEUTRAL

SECONDARY

RAPID START

ROOT-MEAN-SQUARE

RESISTOR

RECEPTACLE

POTENTIAL TRANSFORMER, PROGRAM TIMER

POLYVINYL CHLORIDE

PWR

PVC

PT

POWER

OCU ELECTRICAL NOTES

1. ALL WORK SHALL COMPLY WITH THE 2011 NEC.

2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EXACT LOCATIONS

OF EQUIPMENT OR ALL REQUIRED FITTINGS AND HARDWARE. PROVIDE ALL EQUIPMENT, MATERIALS, AND

LABOR REQUIRED FOR A COMPLETE OPERATING SYSTEM. COORDINATE EQUIPMENT LOCATIONS AND

WIRING WITH ACTUAL FIELD CONDITIONS AND EQUIPMENT ACTUALLY PROVIDED.

3. CIRCUIT BREAKER SHALL BE AS LISTED IN APPENDIX D.

4. UNDERGROUND CONDUITS SHALL BE SCHEDULE 80 PVC BELOW GRADE. MINIMUM CONDUIT SIZE SHALL BE

0.75" ABOVE GRADE, AND 1.00" BELOW GRADE. UNDERGROUND CONDUIT SHALL BE RUN A MINIMUM OF

24" BELOW BELOW GRADE.

5. CABLE AND WIRE SHALL BE COPPER, DUAL RATED, TYPE THNN/THWN, EXCEPT GROUND CONDUCTORS

SHALL BE SOFT DRAWN COPPER.

6. GROUND RODS SHALL BE COPPER CLAD STEEL, 0.75" BY 10 FT., DRIVEN SO TOP OF ROD IS BELOW

GRADE. ALL GROUNDING CONDUCTORS ARE 30" BELOW GRADE. ALL CONNECTIONS TO GROUND

RODS SHALL BE EXOTHERMIC WELDS, ERICO "CADWELD" OR EQUAL, UNLESS OTHERWISE NOTED.

7. INSTALL AND CONNECT ALL ELECTRICAL EQUIPMENT FURNISHED UNDER OTHER SECTIONS.

8. WARRANTEE ENTIRE ELECTRICAL INSTALLATION FOR A PERIOD OF ONE YEAR FROM THE FINAL

ACCEPTANCE DATE. PROMPTLY REPLACE AND/OR REPAIR ANY EQUIPMENT OR WIRING PROVIDED

UNDER DIVISION 16 DURING THE WARRANTEE PERIOD WITH NO ADDITIONAL COSTS TO THE OWNER.

9. PUMP CONTROL PANEL WILL BE FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED AND WIRED

BY ELECTRICAL CONTRACTOR. CIRCUIT DIAGRAM AND DETAILS ARE PROVIDED FROM DATA RECEIVED

FROM THE VENDOR, AND ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. ACTUAL CIRCUITRY

AND SPECIFIC DETAILS OF EQUIPMENT PROVIDED MAY VARY. PUMP CONTROL PANEL SPARE PARTS ARE

NOT REQUIRED.

10. CONTRACTOR TO INSTALL ADDITIONAL 1" PVC CONDUIT FROM RPZ TO SCADA PANEL WHEN ORANGE

COUNTY UTILITIES IS THE WATER SERVICE PROVIDER.

ELECTRICAL SYMBOLS

E-002

2838

2014-28-06

DEC 2017

WCH

DJK

WCH



LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


________


42593

EB: 6160




LOCAL CONTROL SWITCH

SPEED CONTROL

START/STOP SWITCH

PRESSURE SWITCH

TORQUE SWITCH

SINGLE RECEPTACLE OUTLET

WHERE THE TYPE OF RECEPTACLE AND USAGE IS NOTED.

NUMERICAL SUBSCRIPT INDICATES THE SHEET NOTE

FLOOR TELEPHONE OUTLET-PRIVATE

FLOOR TELEPHONE OUTLET-PUBLIC

FLOOR SPECIAL PURPOSE OUTLET

FLOOR DUPLEX RECEPTACLE

FLOOR SINGLE RECEPTACLE OUTLET

FAN HANGER RECEPTACLE

FOR CONNECTION

CLOCK HANGER RECEPTACLE

MULTIOUTLET ASSEMBLY

SPECIAL PURPOSE CONNECTION OR PROVISION

DUPLEX RECEPTACLE SPECIAL PURPOSE OUTLET

SINGLE SPECIAL PURPOSE RECEPTACLE OUTLET

TRIPLEX RECEPTACLE OUTLET-SPLIT WIRED

DUPLEX RECEPTACLE OUTLET-SPLIT WIRED

SIGNALING SYSTEM

PUSHBUTTON FOR OTHER THAN

MOMENTARY CONTACT SWITCH OR

CIRCUIT BREAKER SWITCH

SWITCH AND DOUBLE RECEPTACLE

SWITCH AND SINGLE RECEPTACLE

VOLTAGE SWITCHING SYSTEM

MASTER SWITCH FOR LOW

SWITCHING SYSTEM

SWITCH FOR LOW VOLTAGE

DIMMER SWITCH

HAZARDOUS AREA SWITCH

KEY OPERATED SWITCH

SWITCH WITH PILOT LAMP

WEATHERPROOF SWITCH

FOUR-WAY SWITCH

THREE-WAY SWITCH

DOUBLE POLE SWITCH

SINGLE POLE SWITCH

(CLOSING ON RISING TEMPERATURE)

(NORMALLY CLOSED, OPENING ON INCREASING DIFF.)

(NORMALLY OPEN, CLOSING ON INCREASING DIFF.)



(NORMALLY CLOSED, HELD OPEN)

LIMIT SWITCH

(NORMALLY CLOSED)

LIMIT SWITCH

(NORMALLY OPEN, HELD CLOSED)

LIMIT SWITCH

(NORMALLY OPEN)

LIMIT SWITCH

(NORMALLY CLOSED)

TORQUE SWITCH

(NORMALLY OPEN)

TORQUE SWITCH

CLOSING AFTER COIL IS DE-ENERGIZED)

(NORMALLY CLOSED WITH TIME DELAY

OFF TIME DELAY SWITCH

OPENING AFTER COIL IS ENERGIZED)

(NORMALLY CLOSED WITH TIME DELAY

ON TIME DELAY SWITCH

OPENING AFTER COIL IS DE-ENERGIZED)

(NORMALLY OPEN WITH TIME DELAY

OFF TIME DELAY SWITCH

CLOSING AFTER COIL IS ENERGIZED)

(NORMALLY OPEN WITH TIME DELAY

ON TIME DELAY SWITCH

(OPENING ON INCREASE IN FLOW)

FLOW ACTUATED SWITCH

(CLOSING ON INCREASE IN FLOW)

FLOW ACTUATED SWITCH

(OPENING ON RISING TEMPERATURE)

TEMPERATURE SWITCH

AMP SWITCH

AMPMETER

VOLT SWITCH

AS

AM

VS

NOTE 1:

AC MOTOR, NUMBER INDICATES HORSEPOWER

LIGHTNING ARRESTOR

NO. INDICATES FRAME SIZE

MOTOR CIRCUIT PROTECTOR

VOLT METER

QUANTITY AS NOTED

POTENTIAL TRANSFORMER,

FUSE

SURGE CAPACITOR

SURGE SUPPRESSOR

VM

7

MCP

DRAW-OUT TYPE

MEDIUM VOLTAGE CIRCUIT BREAKER

DRAW-OUT TYPE

LOW VOLTAGE CIRCUIT BREAKER

GENERATOR, SIZE AS NOTED

THERMAL OVERLOADS

TWO WINDING

FULL VOLTAGE, TWO SPEED

G

5

S F

1

(SEE NOTE 1)

1

F

1

C

1

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

1

1

1

RANGE OUTLET

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

1

TEMPERATURE SWITCH

(OPENING ON INCREASING VACUUM)

VACUUM SWITCH

(CLOSING ON INCREASING VACUUM)

VACUUM SWITCH

(OPENING ON RISING PRESSURE)

PRESSURE SWITCH

(CLOSING ON RISING PRESSURE)

PRESSURE SWITCH

(OPENING ON RISING LEVEL)

FLOAT SWITCH

(CLOSING ON RISING LEVEL)

FLOAT SWITCH

ELECTRODE

V

V

P

P

MANUAL STARTER

TRANSFORMER

CONTROL POWER

POTENTIOMETER

INDICATING LIGHT

NORMALLY OPEN GEARED LIMIT SWITCH

SWITCH

MS

RESISTOR

DIODE

RES

FUSE

CAPACITOR

MOMENTARY MUSHROOM HEAD

WIRE INTERSECTION POINT

NORMALLY CLOSED GEARED LIMIT SWITCH

MAINTAINED PUSH BUTTON

NORMALLY CLOSED PUSH BUTTON

NORMALLY OPEN PUSH BUTTON

STARTER, CONTACTOR OR RELAY COIL

NORMALLY CLOSED CONTACT

NORMALLY OPEN CONTACT

EXTERNAL CONNECTION POINT

1 FLUORESCENT TROFFER

L

AUTOTRANSFORMER (CLOSED TRANSITION),

COMBINATION MOTOR STARTER WITH MOTOR

LETTER SUBSCRIPT INDICATES FIXTURE TYPE AS DESCRIBED

EMERGENCY LIGHT FIXTURE

POLE MOUNTED FIXTURE

RECESSED EXIT LIGHT

SURFACE OR PENDANT MOUNTED

SINGLE SPEED

FULL VOLTAGE REVERSING

SINGLE SPEED OR SOLID STATE SOFT START

REDUCE VOLTAGE NON-REVERSING

NON-REVERSING, SINGLE SPEED

CIRCUIT PROTECTOR. FULL VOLTAGE,

CIRCUIT BREAKER

R

2S

1S R

R

IN THE LIGHTING FIXTURE SCHEDULE.

1

NOTE 1:

J

B

11

JUNCTION BOX

BLANKED OUTLET

EXIT LIGHT

R

B

J

FT

TS

PS

T

LS

FS

THERMOSTAT

LIMIT SWITCH

FLOW SWITCH

MS

CB

S

MC

S

T

S

FLOAT SWITCH

MOTION SWITCH

TIME SWITCH

S

D

S

S

LM

S

DOOR SWITCH

BARE LAMP FLUORESCENT STRIP

RECESSED TANDEM FLUORESCENT

TANDEM FLUORESCENT FIXTURE

RECESSED FLUORESCENT FIXTURE

FLUORESCENT FIXTURE

SURFACE OR PENDANT MOUNTED

SURFACE OR PENDANT MOUNTED FIXTURE

CEILING

1

1

1

R

1

1

R

WITH GUARD

FIXTURE

R

1

R

1

RECESSED FIXTURE

1

1

R

1

1

WALL

D

S

H

S

P

S

K

S

WP

S

S

3

4

S

2

S

S

DESKTOP HANDSET

EXTERIOR HANDSET

WALL MOUNTED SPEAKER

EXTERIOR HORN SPEAKER

INTERIOR CEILING SPEAKER

PERPENDICULAR TO STRUCTURE OR WALL

CONDUIT RUN EXPOSED. RUN PARALLEL OR

OR UNDERGROUND

CONDUIT CONCEALED IN OR BELOW FLOOR

CEILING

CONDUIT CONCEALED IN WALL OR ABOVE

INDICATE 2#12 CONDUCTORS.

AWG. CONDUCTORS. NO HASH MARKS

HASH MARKS INDICATE NO. OF #12

ARROWS INDICATE NO. OF CIRCUITS,

HOME RUN TO PANELBOARD. NO. OF

S

WP

S

TT

JUNCTION BOX

ROOFTOP BONDING CONDUCTOR

EXHAUST FAN HOUSING.

BASE MOUNT FOR USE ON TOP OF

AIR TERMINAL WITH CAST ADHESIVE

BURIED COUNTERPOISE CONDUCTOR

ROOFTOP

MAIN CONDUCTOR CONCEALED BELOW

ROOFTOP MAIN CONDUCTOR

CONDUCTOR TURNED DOWN

TEE SPLICE

BONDING PLATE

BASE MOUNT

AIR TERMINAL WITH CAST ADHESIVE

TELEPHONE TERMINAL BOARD

SYSTEMS CABINET

TRANSFORMER, SIZE AS NOTED

250 VOLTS, SURFACE MOUNTED

BRANCH CIRCUIT PANELBOARD, OVER

J

G

G

G

15

LIT

LE

DIT

FIT

FE

PT

EXISTING AS NOTED

MOTOR CONNECTION, FUTURE OR

250 VOLTS, FLUSH MOUNTED

BRANCH CIRCUIT PANEL BOARD, UNDER

250 VOLTS, SURFACE MOUNTED

BRANCH CIRCUIT PANELBOARD, UNDER

SIZE AS NOTED

COMBINATION MAGNETIC MOTOR STARTER,

DISCONNECT SWITCH, SIZE AS NOTED

MOTOR CONNECTION, AS NOTED

SIZE AS NOTED

MAGNETIC MOTOR STARTER OR CONTACTOR

5

5

00

F

D

F

DENSITY INDICATING TRANSMITTER

LEVEL INDICATING TRANSMITTER

LEVEL ELEMENT

PRESSURE TRANSMITTER

FLOW INDICATING TRANSMITTER

FLOW ELEMENT

TEMPERATURE TRANSMITTER

DUCT SMOKE DETECTOR

SMOKE DETECTOR

HORN/LIGHT COMBINATION

PULL STATION

ELEMENTARY SYMBOLS

SINGLE LINE POWER DIAGRAM SYMBOLS

LIGHTING OUTLETS

RECEPTACLE OUTLET SYMBOLS

SWITCH SYMBOLS SERVICE AND DISTRIBUTION

LIGHTNING/GROUNDING SYSTEM

RACEWAY SYSTEM

COMMUNICATIONS

FIRE ALARM SYSTEM

PLAN SYMBOLS

DC MOTOR, NUMBER INDICATES HORSEPOWER

VIBRATION SWITCH

SOLENOID VALVE

VS

SV

FLUSH OUTLET BOX AND COVER PLATE

FLUSH FLOOR MOUNTED OUTLET BOX

AND COVER PLATE

S

5

ELEMENTARY SYMBOLS (CON'T)

GROUND ROD

PS 3198 LAKE LAWNE

OFFSITE ELECTRICAL POWER

SITE PLAN

E-100

2938

2014-28-06

DEC 2017

WCH

DJK

WCH


0

SCALE: 1" = 5'

50


LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


________


42593

EB: 6160




PS 3198 LAKE LAWNE

ELECTRICAL POWER SITE PLAN

E-101

3038

2014-28-06

DEC 2017

WCH

DJK

WCH


N.T.S.


LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


________


42593

EB: 6160




CONTROL

PANEL

METER

RELOCATED

RTU

CLASS 1 DIV. 2 AREA

CABLE HOLDER

BOND #4 STRANDED TINNED

COPPER TO ACCESS COVER

AND FRAME

GND TEST BOX

COUNTERPOISE 2/0 STRANDED

TINNED COPPER MIN. 30" BELOW

GRADE

VA

LV

E V

AU

LT

CAP

BOND TO FENCE

(TYPICAL)

BOND #4 STRANDED TINNED

COPPER TO ACCESS COVER

AND FRAME

MB

SPD

BOND GATE (TYP.)

PUMP 1

1"C WITH

PULLSTRING

PUMP 2

SHEET NOTES

TO CONTROL PNL (SEE RISER)

TO POLE MOUNTED TRANSFORMERS (SEE E-100)

2" TO RTU

EXISTING

ANTENNA

EXISTING PUMP STATION ANTENNA POLE & RTU

EXISTING ANTENNA

TO REMAIN

RTU TO BE MOVED

TO NEW CONTROL

PANEL RACK WITHIN

A 36" FREE SPACE

SCADA POLE COORDINATION

1. CONTRACTOR SHALL INSTALL CONDUIT AND PULL STRING BETWEEN

SCADA PANEL AND PUMP CONTROL PANEL.

2. SCADA SECTION WILL ACTIVATE SCADA PANEL AFTER STATION

ACCEPTANCE BY ORANGE COUNTY.

3.

1.

2.

SPECIFIC NOTES

IF GRAPHIC SCALE DOES NOT MATCH INDICATED SCALE, DRAWING IS REDUCED AND

ADJUSTMENT SHALL BE MADE AS REQUIRED

CONTRACTOR TO REMOVE EXISTING ELECTRICAL EQUIPMENT AND DISPOSE OF AS DIRECTED

BY OWNER'S REPRESENTATIVE.

SEE ELECTRICAL DETAILS 240 VAC FOR ELEVATIONS OF EQUIPMENT RACK.

PS 3198 LAKE LAWNE

SINGLE LINE DIAGRAM

E-102

3138

2014-28-06

DEC 2017

WCH

DJK

WCH



LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


________


42593

EB: 6160




Amps

Phase B

54

Amps

Phase A

Amps

Phase C

11

14

123

Load

Pump #2-20 HP

Pump #1-20 HP

Electrical Load Calculations

LAKE LAWNE #3198

Total

25% Largest Motor

Available Voltage 120/240V - 3 Phase, 4W, Solid Ground

Maximum Available Fault Current = Amperes at Transformer Secondary

Misc. Controls (At 240 Volts)

- - -

ELECTRICAL ONE-LINE DIAGRAM

PANEL

240 - 3Ø

POINT OF SERVICE

UTILITY COMPANY

SERVICE FROM

UNDERGROUND

INCOMING

FLOAT SWITCHES INSTALLED AND WIRED

CABLES FURNISHED WITH PUMPS AND

3#3/0, 1#2N,1-#2 GROUND, 2"C.

SCADA

(SEE DETAILS)

PUMP CONTROL PANEL

METER

ELECTRIC

TO

FLOATS

~

3#3/0,1#2-2"

5 - 2/C FLOAT SWITCH CABLES

3 COND. W/GND PUMP CABLES

2"C (MIN) TO WET WELL WITH

1" C (CONTROL)

1" C (CONTROL)

1" C (POWER)

UNDER THIS CONTRACT

RIGID ALUM.

--

SPD

--

NEC Service Size = 200 Amperes

DOUBLE LUGS FOR SPD

200A 3P, MB, NEMA 4X

2" TO ANTENNA

14 14

54 54

54 54 54

123 122

1" TO VALVE VAULT

~

PS 3268 HARBOR POINT


E-200

3238

2014-28-06

DEC 2017

WCH

DJK

WCH


N.T.S.

FENCE BOND

(TYP.)

BOND TO FENCE (TYPICAL)

CONTROL

PANEL

SPD

MB

METER

RELOCATED RTU

COUNTERPOISE #2/0 STRANDED

TINNED COPPER MIN. 30" BELOW

GRADE (TYP.)

TEST WELL

EXISTING PUMP STATION RTU






3.

1.

2.

SPECIFIC NOTES







LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


________


42593

EB: 6160




RTU TO BE MOVED

TO NEW CONTROL

PANEL RACK WITHIN

A 36" FREE SPACE

PS 3268 HARBOR POINT

SINGLE LINE DIAGRAM

E-201

3338

2014-28-06

DEC 2017

WCH

DJK

WCH



LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


________


42593

EB: 6160




Amps

Phase B

42

Amps

Phase A

Amps

Phase C

11

96

1

11

1

11

96 95

Load

Pump #2-15 HP

Pump #1-15 HP


HARBOR POINT #3261

Total

25% Largest Motor




- - -

42 42

42 42 42



PANEL

240 - 3Ø

POINT OF SERVICE

UTILITY COMPANY

SERVICE FROM

UNDERGROUND

INCOMING



3#3/0, 1#2N,1-#2 GROUND, 2"C.

SCADA

(SEE DETAILS)

PUMP CONTROL PANEL

METER

ELECTRIC

TO

FLOATS

~

3#3/0,1#2-2"




1" C (CONTROL)

1" C (CONTROL)

1" C (POWER)

UNDER THIS CONTRACT

RIGID ALUM.

--

SPD

--

DOUBLE LUGS FOR SPD


2" TO ANTENNA

1"C TO ABOVE GRADE PAD

SV

SV

PS 3470 WILMER AVENUE


E-300

3438

2014-28-06

DEC 2017

WCH

DJK

WCH


N.T.S.


LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


________


42593

EB: 6160




CONTROL

PANEL

METER

RELOCATED

RTU

BOND TO FENCE

(TYPICAL)

MB

SPD

BOND GATE (TYP.)

PUMP 1 PUMP 2

EXISTING WOOD SERVICE

POLE

RISER WITH

WEATHERHEAD

EXISTING PUMP STATION ANTENNA POLE & RTU

EXISTING ANTENNA

TO REMAIN

CAPPED






3.

1.

2.

SPECIFIC NOTES






RTU TO BE MOVED

TO NEW CONTROL

PANEL RACK WITHIN

A 36" FREE SPACE

PS 3470 WILMER AVENUE

SINGLE LINE DIAGRAM

E-301

3538

2014-28-06

DEC 2017

WCH

DJK

WCH



LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN


DESIGN ENGINEER


________


42593

EB: 6160




Amps

Phase B

68

Amps

Phase A

Amps

Phase C

11

154

Load

Pump #2-25 HP

Pump #1-25 HP


WILMER AVE. #3470

Total

25% Largest Motor




- - -


PANEL

240 - 3Ø

POINT OF SERVICE

UTILITY COMPANY

SERVICE FROM

UNDERGROUND

INCOMING



3#3/0, 1#2N,1-#2 GROUND, 2"C.

SCADA

(SEE DETAILS)

PUMP CONTROL PANEL

METER

ELECTRIC

TO

FLOATS

~

3#3/0,1#2-2"




1" C (CONTROL)

1" C (CONTROL)

1" C (POWER)

UNDER THIS CONTRACT

RIGID ALUM.

--

SPD

--


DOUBLE LUGS FOR SPD


2" TO ANTENNA

1"C TO VAULT

68 68

68 68 68

17 17 17

154 154

ELECTRICAL DETAILS

ED-100

3638

2014-28-06

DEC 2017

WCH

DJK

WCH



LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Thursday, August 31, 2017 5:31:20 AM F:\CIVIL\PROJECTS\2014\2014-28 OCU Cont Eng Services\14-28.06 Pkg 15 PS\5.0 Drawings\2014-28-06 Package 15 ED-100.dwg

DESIGN ENGINEER


________


42593

EB: 6160




PUMP STATION CONTROL PANEL (480V )

BACK TO BACK FRONT & PLAN VIEW

PUMP STATION CONTROL PANEL (480V)

BACK TO BACK REAR VIEW

GENERATOR

RECEPTACLE

PAD LOCK

BRACKET

AH

DOOR

LATCH

MOUNTING

BRACKETS

AL

MOUNTING BRACKET

ECBMCB

CC

B

MECHANICALLY

INTERLOCKED

MB2MB1

DR

B

PL4

R

PL3

A

R

ETM2

RL2

PL2

A

PL1

A

R

ETM1

RL1

HOA

ASB

HOA

ATS

GFDR

POCKET

DOOR STOP

WITH LOCK

FOR DEAD

FRONT.

NOTES:

1. DEADFRONT LAYOUT NEMA TYPE 3R SS ENCLOSURE W/CONTINUOUS HINGE. ALL

HARDWARE TYPE 316 SS TYPICAL, ACTUAL LAYOUT MAY VARY WITH HORSEPOWER.

2. THIS CONTROL PANEL, INCLUDING THE GENERATOR RECEPTACLE, COMPLIES WITH THE

STANDARD LIST OF COMPONENTS REQUIRED BY UTILITIES.

3. ALL CONTROL WIRE TO BE #14 AWG MINIMUM.

4. CONTROL PANEL SHALL BE UL LISTED AND LABELED.

5. 30 SPARE TERMINALS (TB2).

6. PHASE MONITOR CIRCUIT BREAKER TO BE SEIMENS P/N: MSP10G, OR SQ-D P/N: MG24532.

DUPLEX CONTROL PANEL ENCLOSURE

DEAD FRONT LAYOUT

1.

2.

3.

4.

5.

6.

8.

9.

7.

BE SOFT DRAWN COPPER.

BELOW GRADE.

ACTUAL FIELD CONDITIONS AND EQUIPMENT ACTUALLY PROVIDED.

EXOTHERMIC WELDS, ERICO "CADWELD" OR EQUAL, UNLESS OTHERWISE NOTED.

DETAILS OF EQUIPMENT PROVIDED MAY VARY.

INSTALL AND CONNECT ALL ELECTRICAL EQUIPMENT FURNISHED UNDER OTHER SECTIONS.

CIRCUIT BREAKER SHALL BE SQ-D, OR EQUAL (AS LISTED IN APPENDIX D).

ALL WORK SHALL COMPLY WITH THE 2011 NEC.

THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EXACT LOCATIONS OF

EQUIPMENT OR ALL REQUIRED FITTINGS AND HARDWARE. PROVIDE ALL EQUIPMENT, MATERIALS, AND LABOR

REQUIRED FOR A COMPLETE OPERATING SYSTEM. COORDINATE EQUIPMENT LOCATIONS AND WIRING WITH

UNDERGROUND CONDUITS SHALL BE SCHEDULE 80 PVC BELOW GRADE. MINIMUM CONDUIT SIZE SHALL BE 0.75"

ABOVE GRADE, AND 1.00" BELOW GRADE. UNDERGROUND CONDUIT SHALL BE RUN A MINIMUM OF 24" BELOW

CABLE AND WIRE SHALL BE COPPER, DUAL RATED, TYPE THNN/THWN, EXCEPT GROUND CONDUCTORS SHALL

WARRANTEE ENTIRE ELECTRICAL INSTALLATION FOR A PERIOD OF ONE YEAR FROM THE FINAL ACCEPTANCE

DATE. PROMPTLY REPLACE AND/OR REPAIR ANY EQUIPMENT OR WIRING PROVIDED UNDER DIVISION 16

DURING THE WARRANTEE PERIOD WITH NO ADDITIONAL COSTS TO THE OWNER.

PUMP CONTROL PANEL WILL BE FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED AND WIRED BY

ELECTRICAL CONTRACTOR. CIRCUIT DIAGRAM AND DETAILS ARE PROVIDED FROM DATA RECEIVED FROM THE

VENDOR, AND ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. ACTUAL CIRCUITRY AND SPECIFIC

ALL GROUNDING CONDUCTORS ARE 30" BELOW GRADE. ALL CONNECTIONS TO GROUND RODS SHALL BE

GROUND RODS SHALL BE COPPER CLAD STEEL, 0.75" BY 10 FT., DRIVEN SO TOP OF ROD IS 12" BELOW GRADE

ELECTRICAL NOTES

2" SCH 80 PVC

2" SCH 80 PVC

6'

48

" M

IN

24

"

24

" M

IN

SEE NOTE #4

SPD

AA

PANEL INSTALLATION NOTES:

1. PUMP MOTOR CONDUIT SHALL BE SIZE TO ACCOMMODATE 40% CONDUIT FILL. MINIMUM

CONDUIT SIZE TO BE 2" SCH 80 PVC.

2. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE

3-PHASE, FROM A 3-PHASE SOURCE ONLY.

3. AN ELECTRICAL GROUNDING SYSTEM SHALL BE INSTALLED AS PER THE NATIONAL

ELECTRICAL CODE, LOCAL CODES AND ORDINANCES, AN UNDERGROUND PERIMETER

CABLE GROUNDING SYSTEM SHALL BE INSTALLED WITH CONNECTIONS TO AT LEAST

WET WELL COVER, VALVE VAULT COVER, CONTROL PANELS, GENERATOR, UTILITY

COMPANY TRANSFORMER, MANUAL DISCONNECT SWITCH, AND METAL FENCE. SEE

GROUNDING DETAILS.

4. THE STATION NAME, ORANGE COUNTY I.D. NUMBER, AND ADDRESS SHALL BE AFFIXED

TO THE FRONT OF THE METER CABINET.

5. ALL MOUNTING HARDWARE & BRACKETS AND ELECTRICAL ENCLOSURES SHALL BE 316

STAINLESS STEEL.

6. THE SCADA PANEL SHALL BE RELOCATED AND MOUNTED ON THE PANEL RACK BY

CONTRACTOR.

7. A MINIMUM OF 36-INCH CLEARANCE SHALL BE PROVIDED FOR SCADA PANEL

REGARDLESS OF SIZE OF EXISTING SCADA PANEL.

CONTROL PANEL

SCADA PANEL (FUTURE)

3" 316 S.S. PIPE (SCH 40)

VIEW A-A

1-1/2" MIN. MOUNTING BRACKET

WITH PROTECTIVE CAP

RIGID ALUMINUM

ENCASED IN CONCRETE

(12 Ø TYP)

INCOMING POWER FROM UTILITY POINT

OF SERVICE (MINIMUM 2" SCH 80 PVC)

SWEEP ELBOWS (TYP)

MINIMUM 2" SCH 80 PVC

5 OHM MAX. GROUND RODS (10' APART)

CONTROL CONDUIT

2" SCH 80 PVC

MOTOR CONDUCTOR CONDUIT

2" SCH 80 PVC (SEE NOTE #1)

FROM CONTROL PANEL

SEAL OFF - TYPE ESYR

(TYP)

S.S. PIPE CAP

(TYP)

316 S.S. METER BASE

WITH BY-PASS

UTILITY POWER

DISCONNECT

UTILITY

DISCONNECT

METER

MAIN

BREAKER

SCADA PANEL (FUTURE)

3-1" SCH 80 PVC

TO ANTENNA POLE

FRONT VIEW

NTS

FINISHED GRADE

CONTROL PANEL

SPD

DIST "Y"

Y

15"

18"

12"

12"

24"

SCADA

PANEL

(NOTE 6)

CONTROL

PANEL

PANEL

HEIGHT

30"

36"

24"

24"

42"

36"

60"

48"

PANEL & SEAL-OFF

MOUNTING HEIGHTS

FOR PANELS NOT LISTED ADJUST

MOUNTING HEIGHTS ACCORDINGLY

DIST "X"

INCOMING POWER FROM

UTILITY POINT OF

SERVICE (MINIMUM 2"

SCH 80 PVC)

SWEEP

ELBOW

X

SWEEP ELBOWS MINIMUM

2" SCH 80 PVC

REAR VIEW

NTS

24" M

IN

48" M

IN

SEAL OFF - TYPE ESYR

24" MIN.

STUB UP

1" SCH. 80 PVC CONDUIT FOR FUTURE

PRESSURE TRANSDUCER

PANEL INSTALLATION NOTES:

1. PUMP MOTOR CONDUIT SHALL BE SIZE TO ACCOMMODATE 40% CONDUIT FILL. MINIMUM

CONDUIT SIZE TO BE 2" SCH 80 PVC.

2. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE

3-PHASE, FROM A 3-PHASE SOURCE ONLY.

3. AN ELECTRICAL GROUNDING SYSTEM SHALL BE INSTALLED AS PER THE NATIONAL

ELECTRICAL CODE, LOCAL CODES AND ORDINANCES, AN UNDERGROUND PERIMETER

CABLE GROUNDING SYSTEM SHALL BE INSTALLED WITH CONNECTIONS TO AT LEAST

WET WELL COVER, VALVE VAULT COVER, CONTROL PANELS, GENERATOR, UTILITY

COMPANY TRANSFORMER, MANUAL DISCONNECT SWITCH, AND METAL FENCE. SEE

GROUNDING DETAILS.

4. THE STATION NAME, ORANGE COUNTY I.D. NUMBER, AND ADDRESS SHALL BE AFFIXED

TO THE FRONT OF THE METER CABINET.

5. ALL MOUNTING HARDWARE & BRACKETS AND ELECTRICAL ENCLOSURES SHALL BE 316

STAINLESS STEEL.

6. THE SCADA PANEL SHALL BE RELOCATED AND MOUNTED ON THE PANEL RACK BY

CONTRACTOR.

7. A MINIMUM OF 36-INCH CLEARANCE SHALL BE PROVIDED FOR SCADA PANEL

REGARDLESS OF SIZE OF EXISTING SCADA PANEL.

PUMP

1

PUMP

2

OL

MB1

MS1

OL

MB2

MS2

RL1

FB210AMP

GFDR

TB3-2

2KVA

XFMR

120V NEUTRAL

TB

GND

B

C

NG

GR

A

MCB

480V N

ECB

1.6-2.4A

10AMP

120V

20AMP

TB3-1

480V

CCB

SCB

DRB

PM

PM CB

SPD

3Ø

480V

480V

NEUTRAL

60Hz

GENERATOR

RECEPTACLE

(1)

R

RL2

(2)TTS

(3)(4)

AH

TTS

A1

MS1

C

MS1A

MS2

C

A2

R5

5

MS2A

OL

ETM

OL

ETM

R5

AL

C

DPDT

R

PL3

PL4

A4

FL

A3

1

R5

C

R4

DPDT

#1

X00

H-O-A

#2

00X

00X

X00

H-O-A

ALT

81

PM

9

R3

6

6

R2

8

8

8

65

8

TEST

6

OFF

AUTO

R4

ATS

72

13

R3

75VA

XFMR

78

PM

3AMP

FB3

FR4

HIGH

5AMP

(7)

120V

(8)

24V

8

ASB

3

A

PL2

A

PL1

R3

C

C

R2

31

R1

R1

C

DPDT

DPDT

DPDT

1

1

4

3

R2

R1

86

R1

FR2

LEAD

(5)

(3)

FR1

OFF

TB1

(1)

(6)

(4)

(2)

A

FR3

LAG

R

120V

SCADA

POWER

SUPPLEMENTAL

PROTECTION

BREAKER

(10)(9)

FR5

HIGH

HIGH LEVEL ALARM

INPUT TO SCADA

DUPLEX PUMP CONTROL SCHEMATIC (480V)

24"

Y

X

SCADA

PANEL

(NOTE 7)

CONTROL

PANEL

SEAL OFF

TYPE ESYR

FINISHED

GRADE

INCOMING POWER FROM

UTILITY POINT OF SERVICE

(MINIMUM 2" SCH 80 PVC)

METER

MAIN BREAKER

SPD

PUMP STATION CONTROL PANEL (240V)

SIDE BY SIDE FRONT VIEW

ALL NOTES ON THIS SHEET APPLY

TO THIS VIEW

ELECTRICAL DETAILS

ED-101

3738

2014-28-06

DEC 2017

WCH

DJK

WCH



LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Thursday, August 31, 2017 5:31:20 AM F:\CIVIL\PROJECTS\2014\2014-28 OCU Cont Eng Services\14-28.06 Pkg 15 PS\5.0 Drawings\2014-28-06 Package 15 ED-101.dwg

DESIGN ENGINEER


________


42593

EB: 6160




G

G

G

PUMP 2PUMP 1

G

G

G

G

G

G

ONE TYPICAL PER STATION

GROUND TEST ENCLOSURE

VALVE VAULT

G

CABLE HOLDER

G

TO FENCE

(NOTE #2)

2/0 STRANDED

TINNED COPPER TO

FENCE

COUNTERPOISE 2/0

STRANDED TINNED

COPPER MIN 30"

BELOW GRADE

BOND 316 SST STRAP TO

ACCESS COVER AND

FRAME

BOND #4 STRANDED

TINNED COPPER TO

ACCESS COVER AND

FRAME

NOTES:

1. DETAIL IS GENERIC. SPECIFIC LOCATIONS OF EQUIPMENT MAY VARY.

2. TIE TO FENCE, MINIMUM 2 LOCATIONS. NOT REQUIRED WHERE PVC COATED, BLOCK, OR

WOOD FENCE IS INSTALLED.

3. PROVIDE EXOTHERMIC WELDS UNLESS NOTED OTHERWISE.

ELEC PANEL

RACK AND

CONTROL PANEL

PUMP STATION GROUNDING

(TYPICAL)

3/4" PVC CONDUIT

1'-0" LONG

(SEE NOTE 2)

316 SST GROUND CLAMP,

BOLT TO FRAME

#4 AWG TINNED

COPPER GROUNDING

CONDUCTOR

TO GROUND

GRID/COUNTERPOISE

GROUND 316 SST CLAMP,

BOLT TO COVER

METAL ACCESS COVER

1/8" THICK X 1" WIDE

MULTI-STRAND, 316

STAINLESS STEEL BRAID

(LENGTH AS REQUIRED)

NOTES:

1. ON COVERS WITH MULTIPLE DOORS, PROVIDE BRAID FROM FRAME TO DOOR ON

EACH DOOR PROVIDE WATERPROOF CAULKING WHERE GROUND CABLE AND

CONDUIT PENETRATES WETWELL TO PREVENT INTRUSION OF GROUNDWATER

AND ESCAPE OF VAPORS FROM WETWELL.

2. INSTALL GROUND WIRE SO THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT

OR IMPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS.

2"

GROUND TEST WELL

PRE-CAST

CONCRETE

3" HIGH LETTERS

CAST IN COVER

RECESSED

HOLD DOWN

(TYP)

BROOKS PRODUCTS

10" X 17" SERIES 36

PULL BOX, OR EQUAL

CAST IRON COVER

LIFTING HOLE

GROUND

TEST WELL

FINISHED

GRADE

DRILL & TAP

#4 AWG TINNED

COPPER GROUNDING

CONDUCTOR,

PROVIDE 36" SLACK

MECHANICAL CONNECTION

NO. 2/0 AWG TINNED

COPPER GROUNDING

CONDUCTOR TO

COUNTERPOISE

GRAVEL

GROUND ROD

BRAID CLAMP

(TYP)

1/8" THICK X 1" WIDE X 12" LONG

MULTISTRAND TINNED

COPPER BRAID

GATE POST

GATE PIPE

FENCE RAIL POST

GROUNDING CLAMP

FINISHED

GRADE

TO PUMP STATION

COUNTERPOISE

PERIMETER

GROUND LOOP

NO. 2/0 TINNED

COPPER

GROUNDING

CONDUCTOR

FENCE POST GROUNDING

(TYPICAL)

PROPERTY OR EASEMENT CORNER

ID NUMBER PLAN SHEET # EASTING NORTHING ELEVATION

BOUNDARY

CORNER TYPE

COMMENTS

3268-C1 C-201 EASEMENT CORNERPB 9, PG 94




3470-C1 C-301 RIGHT OF WAYPB X, PG 14





PUMP STATION

ID NUMBER PLAN SHEET # EASTING NORTHING ELEVATION COMMENTS

C102-PS1 PS 3198

C201-PS1 PS 3268

C301-PS1 PS 3470

FITTING

ID NUMBER PLAN SHEET # EASTING NORTHING ELEVATION MAIN TYPE FITTING TYPE COMMENTS

3198-F1 C-102 FORCE MAIN 6" 45° BEND PS 3198


3198-F3 C-102 FORCE MAIN 6" LINESTOP PS 3198




3470-F2 C-302 FORCE MAIN 8" 5.625° BEND PS 3470

3470-F3 C-302 FORCE MAIN 8" TEE PS 3470















3470-F18 C-302 FORCE MAIN 8" CAP PS 3470


3470-F20 C-302 FORCE MAIN 8" CAP PS 3470



OUTER LIMITS OF PUMP STATION IMPROVEMENTS

ID NUMBER PLAN SHEET # EASTING NORTHING ELEVATION

DESCRIPTION OF

IMPROVEMENTS

3198-I1 C-102 CURB

3198-I2 C-102 CURB

3198-I3 C-102 CURB

3198-I4 C-102 CURB

3198-I5 C-102 DRIVEWAY






3268-I1 C-201 CURB

3268-I2 C-201 CURB

3268-I3 C-201 CURB

3268-I4 C-201 CURB

3470-I1 C-301 CURB

3470-I2 C-301 CURB

3470-I3 C-301 CURB

3470-I4 C-301 CURB

3470-I5 C-301 CURB

3470-I6 C-301 CURB

MANHOLE

ID NUMBER PLAN SHEET # EASTING NORTHING

RIM

ELEVATION

INVERT ELV

N

INVERT ELV

NE

INVERT ELV

E

INVERT ELV

SE

INVERT ELV

S

INVERT ELV

SW

INVERT ELV

W

INVERT ELV

NW

MANUFACTURER COMMENTS

3470-MH2 C-302 PS-3470

3470-MH3 C-302 PS-3470

VALVE

ID NUMBER PLAN SHEET # EASTING NORTHING ELEVATION VALVE TYPE MAIN TYPE VALVE SIZE VALVE MFR VALVE MODEL #

# OF TURNS TO

CLOSE

GEAR

ACTUATOR

GEAR RATIO SIDE ACTUATOR ACTUATOR MFR COMMENTS

3470-V1 C-302 8" TAPPING VALVE FORCE MAIN PS 3470

3470-V2 C-302 8" PLUG VALVE FORCE MAIN PS 3470










METER

ID NUMBER PLAN SHEET # EASTING NORTHING ELEVATION MAIN TYPE COMMENTS

3268-WM1 C201 PS 3268

AS-BUILT ASSET COORDINATE ASSET TABLES

X-100

3838

2014-28-06

DEC 2017

CKM

JAB

GJH






LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Tuesday, December 19, 2017 12:18:01 PM F:\CIVIL\PROJECTS\2014\2014-28 OCU Cont Eng Services\14-28.06 Pkg 15 PS\5.0 Drawings\2014-28-06 Package 15 X-100.dwg

DESIGN ENGINEER


58685


BID SET *DATE**INI*



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