Amd 04 revised DWGS.pdf

PDF 10 MB Posted Feb 23, 2021

Attached to: J-023 BACHELOR OFFICER QUARTERS-A, US NAVSUPPACT MCB, GUAM
Solicitation number: N62742-21-R-1334
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 29, 2023

This document provides details for a federal contract opportunity solicitation. The solicitation is for the construction of a multi-story housing tower and associated buildings to serve as Bachelor Officers Quarters at the US Naval Support Activity base in Guam. The solicitation number is N62742-21-R-1334 and was issued on December 17, 2021. The work involves design and construction of the BOQ structure, which will include single-occupancy housing units, common areas, and multipurpose spaces. An attached common area wing and detached utility building are also part of the project scope. The soliciting agency is the Department of the Navy Naval Facilities Engineering Command. No response or award dates are included in the provided information.

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BOQ-A SECTION E

FG EG

BOQ-A SECTION F

FG EG

BOQ-A SECTION D

FG EG

20R

40R

60R

80R

100R

120R

140R

160R

180R

20R

40R

60R

80R

100R

120R

140R

BOQ-A

FFE. 143.300

SIDEWALK

BOQ-A

EL. 143.300

BBQ PATIO

BOQ-A

FFE. 143.300 UTILITY BLDG.

FFE. 143.300

0.6m HIGH X 2.4m WIDE BERM

(SKEWED THROUGH BERM)

0.6m HIGH x 2.4m WIDE BERM

ALONG EAST SIDE OF PARKI7 +/-

EXISTING GROUND

(J001B GRADING DESIGN)

EXISTING GROUND

(J001B GRADING DESIGN)

EXISTING GROUND

(J001B GRADING DESIGN)

YARD SWALE

DRAIN TO WEST

PGL 142.919

BOX DRAIN

INV IN 142.80

INV OUT 142.75

FIRE ACCESS LANE

PGL 143.060

UTILITY ROAD/FIRE LANE

PGL 143.022

SE PERIMETER SWALE

DRAIN TO SOUTHWEST

PGL 141.492

SIDEWALK

SE PERIMETER SWALE

DRAIN TO SOUTHWEST

PGL 139.842

ABA SWITCHBACK RAMPS

J023-BOQA SECTION A

FG EG

J023-BOQA SECTION B

FG EG

J023-BOQA SECTION C

FG EG

EXISTING GROUND

(J001B GRADING DESIGN)

EXISTING GROUND

(J001B GRADING DESIGN)

20L

20R

40R

60R

80R

100R

120R

20L

20R

40R

60R

80R

100R

120R

20L

20R

40R

60R

80R

100R

120R

4 H : 1

V -2

2.303

2.0

4.3 H

: 1 V

-23

-1.0% -2.0%

10%

EL. 143.150

13%

5.6%

EL. 141.283

. 1

10%

ROAD 3

PAVER PATIO

6% -0.9%

FIRE ACCESS LANE

PGL. 142.632

SLOPE VARIES

4 H : 1 V STEEPEST

-8%

C H

. 1

PARKWAY DRAIN INLET

SKEWED TO SECTION

FIRE LANE PAVILION

CHECK DAM

BOQ-A

FFE. 143.300

EXISTING GROUND

(J001B GRADING DESIGN)

-3.4%-0.9% -0.7%

MEDIAN WITH

PCC 150 CURBS

PCC 150 CURB

BOQ-A

FFE. 143.300

SIDEWALK

SIDEWALK MEDIAN WITH

PCC 150 CURBS

HMA PARKING LOT

PCC HEADER CURB

LEVEL SPREADER

EXISTING GROUND

(J001B GRADING DESIGN)

ABA SWITCHBACK RAMPS

PAVER PATIO

GRASS FILTER STRIP-3.4%-0.9%

-0.7%

-0.8%

RIPRAP

PCC HEADER CURB

MEDIAN WITH

PCC 150 CURBS

VERTICAL

CG201

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

HORIZONTAL

SCALE:

J-023 SITE SECTION 3CG1011:100 VERTICAL, 1:500 HORIZONTAL

SCALE:

J-023 SITE SECTION 5CG1011:100 VERTICAL, 1:500 HORIZONTAL

SCALE:

J-023 SITE SECTION 1CG1011:100 VERTICAL, 1:500 HORIZONTAL

LOOKING NORTH AT

FIRE ACCESS LANE

STATION 1+130

LOOKING NORTH AT

FIRE ACCESS LANE

STATION 1+085

LOOKING NORTH AT

FIRE ACCESS LANE

STATION 1+035

LOOKING EAST

SCALE:

J-023 SITE SECTION 6CG1011:100 VERTICAL, 1:500 HORIZONTAL

SCALE:

J-023 SITE SECTION 4CG1011:100 VERTICAL, 1:500 HORIZONTAL

SCALE:

J-023 SITE SECTION 2CG1011:100 VERTICAL, 1:500 HORIZONTAL

2/22/2021

CG401

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

PLAN

NORTH

1:250

10 5 10 15

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

J-023 ENLARGED SITE GRADING PLAN 1

SCALE: 1:250 CG101

CG201

UTILITY BLDG

(FFE=143.300)

BOQ A BLDG

(FFE=143.300)

BBQ PAVILION

(FFE=142.850)

PAVILION

(FFE=142.620)

PAVILION

(FFE=143.100)

2.4m WIDE BERM 0.6m ABOVE DITCH

6H:1V SIDE SLOPES

J-023 SITE BOUNDARY

LEGEND:

APPROXIMATE GRADING LIMITS

EXISTING SPOT ELEVATION

GE=EXISTING GRADE

PE=EXISTING PAVEMENT

PROPOSED SPOT ELEVATION

G=GRADE

P=PAVEMNT

EXISTING CONTOUR WITH ELEVATION

PROPOSED CONTOUR WITH ELEVATION

EXISTING DRAINAGE INLET

DIRECTION OF SLOPE

J-023 SITE BOUNDARY

APPROXIMATE GRADING LIMITS

CS101

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

PLAN

NORTH

PLAN

NORTH

LEGEND:

BUILDING FOOTPRINT

KEYNOTES:*

EXISTING HMA PAVEMENT

NEW PCC SIDEWALK/PAVEMENT

NEW PCC PAVERS

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

4. FOR POINT NUMBERS (PN#) DESCRIPTION ADN COORDINATE

SEE SHEET CS601.

5. REFER TO CS508 FOR TRANSFORMER ENCLOSURE PLAN.

1. PROVIDE PCC PAVER FIRE LANE, SEE DETAIL 1/CS501

2. NOT USED

3. PROVIDE PCC PAVEMENT, SEE DETAIL 3/CS501

4. PROVIDE PCC HEADER CURB, SEE DETAIL 4/CS501

5. PROVIDE PCC CURB, SEE DETAIL 11/CS501

6. PROVIDE PCC SIDEWALK, SEE DETAIL 5/CS501

7. PROVIDE PCC MAINTENANCE STRIP, SEE DETAIL 5/CS501

8. PROVIDE PCC PAVER SIDEWALK, SEE DETAIL 8/CS501

9. NOT USED

10. PROVIDE REMOVABLE BOLLARD, SEE DETAIL 2/CS503

11. PROVIDE FIXED BOLLARD, SEE DETAIL 1/CS503

12. NOT USED

13. PROVIDE SPLASH BLOCK, COORDINATE LOCATION WITH

DOWNSPOUTS SHOWN ON THE ARCHITECTURAL DRAWINGS

14. NOT USED

15. PROVIDE PCC STAIRS (EXTERIOR), SEE DETAIL 2/CS504

16. NOT USED

17. PROVIDE PARKWAY DRAIN, SEE DETAIL 1/CS502

18. PROVIDE DRIVEWAY BOX DRAIN, SEE DETAIL 11/CS502

19. NOT USED

20. NOT USED

21. NOT USED

22. NOT USED

23. NOT USED

24. NOT USED

25. NOT USED

26. PROVIDE STOP BAR PAVEMENT MARKING, SEE DETAIL

3/CS505

27. PROVIDE CROSSWALK PAVEMENT MARKING. SEE DETAIL

4/CS505

28. NOT USED

29. NOT USED

30. PROVIDE STOP SIGN, SEE DETAIL 1 AND 3/CS506

31. NOT USED

32. PROVIDE PCC ADA/ABA ACCESSIBLE SIDEWALK RAMP

33. PROVIDE HANDRAIL, SEE DETAIL 2/CS504

BOQ A BLDG

SCALE:

SITE PLAN 11:500

BBQ

PAVILION

PAVILION SOUTHEAST DRAINAGE

SWALE ℄ SEE CS201 FOR

PROFILE, SEE CS601 FOR

GEOMETRIC CONTROL

ACCESSIBLE ROUTE

TO PARKING

CS403

CS401

FUEL

TANK PAD

PAVILION

UTILITY BLDG

FIRE LANE ℄, SEE CS201 FOR

PROFILE, SEE CS601 FOR

GEOMETRIC CONTROL

BIKE RACK

TRASH AND RECYCLING

ENCLOSURE

NORTHWEST ADA SIDEWALK SEE

CS201 FOR PROFILE, SEE CS501

FOR GEOMETRIC CONTROL

5 5

TYP

26 27 30

15 STAIR 1

15 STAIR 2

11 x6

10 x3

10x3

J-023 SITE

BOUNDARY

APPROXIMATE

LIMITS OF GRADING

3.048

2.400

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

SEE CS508 FOR

TRANSFORMER

ENCLOSURE PLAN.

CS401

NOT RELEASED FOR CONSTRUCTION

BBQ

PAVILION

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

4. FOR POINT NUMBERS (PN#) DESCRIPTION ADN COORDINATE

SEE SHEET CS601.

J-023 ENLARGED SITE PLAN 1

SCALE: 1:250 CS101

PLAN

NORTH

1:250

10 5 10 15

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

UTILITY

BLDG

BOQ A BLDG

BBQ

PAVILION

30.00 Ø

LEGEND:

BUILDING FOOTPRINT

EXISTING HMA PAVEMENT

EXISTING PCC SIDEWALK/PAVEMENT

NEW PCC SIDEWALK/PAVEMENT

NEW PCC PAVERS

PCC SIDEWALK/PAVEMENT

70.00°

PAVILION

5.000(TYP)

1.500(TYP)

2.440

3.049

18.299

1.525

(TYP)

9.0001.525

9.000

9.000 1.525

4.741 4.

4.756

7.864

4.013

4.257

R1 7.

6.143

2.500 (TYP)

1.504 (TYP)

R10.000

AUTHORIZED VEHICLES ONLY

SIGN - SEE SHEET CS506

AUTHORIZED VEHICLES ONLY

SIGN - SEE SHEET CS506

1.500

CS601

NOT RELEASED FOR CONSTRUCTION

CU101

BOQ A BLDG

UTILITY BLDG

SCALE:

J-023 UTILITY SITE PLAN 11:500

PAVILION

TRASH ENCLOSURE

AND RECYCLING

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING SITE

FEATURES ARE BASED UPON THE FINAL DESIGN FOR PROJECT

J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

4. REFER TO PLUMBING, MECHANICAL, AND FIRE PROTECTION

DRAWINGS FOR CONTINUATION.

5. REFER TO CU201 - CU202 FOR WATER PROFILES. ALL WATER

MAINS MUST HAVE A MINIMUM OF 750mm DEPTH OF COVER.

6. REFER TO CU203 FOR SANITARY SEWER PROFILES.

7. FOR UTILITIES NOT PROFILED, REFER TO CROSSING UTILITY

PROFILES FOR FOR SEPARATION AT CROSSING.

8. PROVIDE THRUST BLOCK AT VERTICAL AND HORIZONTAL BENDS

OF WATER LINES. REFER TO DETAIL 1/CU502.

9. REFER TO CU504 FOR PIPE BEDDING SECTION.

10. REFER TO CU603 FOR WATER APPURTENANCE SCHEDULE.

11. REFER TO CU602 FOR SANITARY SEWER STRUCTURE SCHEDULE.

12. REFER TO ES101 FOR ELECTRICAL SITE PLANS.

13. REFER TO T-100 FOR TELECOMMUNICATIONS SITE PLAN.

14. ALL PIPE SLOPES 0.004mm EXCEPT SERVICE LATERAL IS 0.01mm.

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

SEE NOTE 12

SEE NOTE 13

PLAN

NORTH

PLAN

NORTH

SEE NOTE 4

SSWR

MH16

SSWR MH15

SSWR MH12

SSWR MH11

SSWR MH10

KEYNOTES:

1 PROVIDE 300mm FUSIBLE PVC C-900 DR 18 DOMESTIC WATER SERVICE LINE

2 PROVIDE 250mm FUSIBLE PVC C-900 DR 18 DOMESTIC WATER SERVICE LINE

3 PROVIDE 400mm FUSIBLE PVC C-900 DR 18 DOMESTIC WATER SERVICE LINE

4 PROVIDE 250mm X 200mm REDUCER

5 HOSE BIB

6 PROVIDE 40mm FUSIBLE PVC ASTM D-1785 SCH 40 DOMESTIC WATER

SERVICE LINE WITH WATER METER, SEE DETAIL 2/CU502

7 PROVIDE 150mm FIRE WATER SERVICE LINE

8 PROVIDE FIRE HYDRANT ASSEMBLY, SEE DETAIL 4/CU504

9 PROVIDE POST INDICATOR VALVE, SEE DETAIL 5/CU503

10 FIRE DEPARTMENT CONNECTION, SEE DETAIL 1/CU504

11 PROVIDE 200mm PVC SDR 35 SANITARY SEWER SERVICE LINE

12 PROVIDE 150mm PVC SDR 35 SANITARY SEWER SERVICE LINE

13 PROVIDE SANITARY SEWER MANHOLE, SEE DETAIL 2/CU503

14 PROVIDE SANITARY SEWER CLEANOUT, SEE DETAIL 1/CU503

15 NOT USED

16 PCC ENCASEMENT, SEE DETAIL 3/CU502

17 WATER LINE 3 (200mm PVC)

18 MH2B-3

19 WATER LINE 2 (300mm PVC)

20 WATER LINE 2 (300mm PVC)

21 UTILITY CORRIDOR, SEE DETAIL 6/CU503

22 UTILITY CORRIDOR, SEE DETAIL 5/CU502

23 PROVIDE 100mm PVC SDR 35 SANITARY SEWER SERVICE LINE

24 PROVIDE SANITARY SEWER MANHOLE DROP CONNECTION, SEE DETAIL

3/CU503

25 PROVIDE GATE VALVE SEE DETAIL 6/CU501 SIZE SHALL MATCH ATTING PIPE

26 PROVIDE COMBINATION AIR VALVE SEE DETAIL 1/CU505

WTR LTRL (200mm PVC)

STA 1+290.500

INV =139.950

STA 1+108.250

RIM 139.619

200mm INV IN: 137.839

SLOPE IN 0.514%

250mm INV OUT: 137.789

SLOPE OUT 2.833%

WTR LTRL (200mm PVC)

STA 1+986.000

INV =137.900

WTR LTRL (200mm PVC)

STA 1+916.000

INV = 139.139

4 17

SSWR MH09 13

SSWR MH14

SSWR MH01

SSWR MH02

13SSWR

MH18

13SSWR MH17

SEE

NOTE 4

J-023 SSWR LINE C

5 6

SSWR MH03

BIKE PAVILLION

J-023 SSWR LINE A

J-023 WATR LINE B

J-023 MECH LINE TO VALVE PIT

13 SSWR MH04

SSWR MH05

13 SSWR MH08

BBQ PAVILION

5 6

PAVILION

J-023 SSWR LINE B

J-023 WATR LINE A

J-023 SSWR LINE A

J-023 MECH LINE

J-023 FIRE WATER LINE A

SEE NOTE 12

J-023 WATR LINE A

J-023 WATR LINE C

13 SSWR MH13

J-023 WATR LINE C

J-023 VALVE PIT FOR

DISTRICT PLANT

J-023 FIRE WATER LINE B

SEE NOTE 13

SSWR MH06

5 6

13 SSWR MH07

MH2B-3

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

STATION

2+990 3+000 3+020 3+040 3+060 3+080 3+100

EG FG

3+000

3+020

3+040

3+060

3+080

150mm FIRE PIPE 03 L=7m S=0.00%

WATR PIPE 25

CHWS PIPE 02

CHWR PIPE 02

HWS PIPE 02

HWR PIPE 02

PROPOSED GRADEEXISTING GRADE

150mm FIRE PIPE 01 L=1m S=0.00%

150mm FIRE PIPE 02 L=22m S=0.00%

150mm FIRE PIPE 05 L=24m S=0.00%

150mm FIRE PIPE 07 L=19m S=0.00%

CW PIPE 02

HWR PIPE 08

HWS PIPE 08

CHWR PIPE 08

CHWS PIPE 08

FA 2

FA 1

FA 3

PIV

FA 5

FA 6

FA 8

HHWR PIPE 02

HHWS PIPE 02

WATR PIPE 28

WATR PIPE 30

FA 4

150mm FIRE PIPE 06 L=1m S=100.00%

FA 7

150mm FIRE PIPE 04 L=2m S=100.00%

STATION

2+490 2+500 2+520 2+540 2+560 2+580

EG FG

2+500

2+520

2+540

2+560

PROPOSED GRADE

EXISTING GRADE

250mm WATR PIPE 19 L=44m S=1.12%

WA 19

WA 21

STATION

3+190 3+200 3+220 3+240 3+250

EG FG

3+200

3+220

3+240

PROPOSED GRADE

EXISTING GRADE

150mm FIRE PIPE 10 L=2m S=0.00%

150mm FIRE PIPE 09 L=2m S=0.00%

150mm FIRE PIPE 08 L=5m S=0.00%

FA 9

FA 10

FA 11

FA 14

HWR PIPE 06

HWS PIPE 06

CHWR PIPE 06

CHWS PIPE 06

WATR PIPE 49

150mm FIRE PIPE 12 L=26m S=0.00%

150mm FIRE PIPE 11 L=1m S=100.00%

FA13

FA 12

STATION

1+990 2+000 2+020 2+040 2+060 2+080 2+100 2+120 2+130

EG FG

2+000

2+020

2+040

2+060

2+080

2+100

2+120

300mm WATR PIPE 02 L=22m S=3.50%

PROPOSED GRADE

EXISTING GRADE

300mm WATR PIPE 43 L=18m S=2.19%

300mm WATR PIPE 47 L=69m S=0.50%

SSWR PIPE 01

WA 43

WA 45

WA 2

WA 6

WA 47 GATE VALVE

WA 44 GATE VALVE

300mm WATR PIPE 46 L=1m S=0.00%

300mm WATR PIPE 44 L=1m S=0.00%

SDP-02E

WA 3

300mm WATR PIPE 03 L=8m S=5.00%

CU201

VERTICAL

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

HORIZONTAL

SCALE:

J-023 FIRE WATER LINE A PROFILE 1H 1:500, V 1:50

NOTES:

1. SEE SHEETS CU605 - CU606 FOR PIPE AND APPURTENANCE

SCHEDULES.

SCALE:

J-023 FIRE WATER LINE B PROFILE 2H 1:500, V 1:50

SCALE:

J-023 WATER LINE A PROFILE 3H 1:500, V 1:50 SCALE:

J-023 WATER LINE B PROFILE 4H 1:500, V 1:50

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

STATION

3+990 4+000 4+020 4+040 4+060 4+080 4+100

EG FG

4+000

4+020

4+040

4+060

4+080

PROPOSED GRADE

EXISTING GRADE

200mm CHWR PIPE 03 L=2m S=0.00%

WATR PIPE 22

200mm CHWR PIPE 01 L=2m S=0.00%

200mm CHWR PIPE 02 L=13m S=0.00%

200mm CHWR PIPE 07 L=38m S=0.00%

FIRE PIPE 07

UCA 04

UCA 11

UCA 18

UCA 46 UCA 53

UCA 25

200mm CHWR PIPE 04 L=2m S=100.00%

UCA 32

200mm CHWR PIPE 05 L=12m S=0.00%

UCA 39

200mm CHWR PIPE 06 L=1m S=100.00%

STATION

2+190 2+200 2+220 2+240 2+260 2+280 2+300 2+320 2+340 2+360 2+380 2+400 2+420 2+440 2+460 2+480 2+500 2+520 2+540

EG FG

2+200

2+220

2+240

2+260

2+280

2+300

2+320

2+340

2+360

2+380

2+400

2+420

2+440

2+460

2+480

2+500

2+520

300mm WATR PIPE 42 L=20m S=1.00%

300mm WATR PIPE 37 L=27m S=1.00%

300mm WATR PIPE 36 L=9m S=0.20%

300mm WATR PIPE 31 L=36m S=0.20%

300mm WATR PIPE 26 L=10m S=0.20%

300mm WATR PIPE 24 L=6m S=0.20%

300mm WATR PIPE 25 L=10m S=0.20%

300mm WATR PIPE 12 L=22m S=1.50%

300mm WATR PIPE 09 L=2m S=0.00%

300mm WATR PIPE 07 L=8m S=1.50%

300mm WATR PIPE 06 L=40m S=3.00%

300mm WATR PIPE 22 L=7m S=0.50%

SSWR PIPE 09

PROPOSED GRADE

EXISTING GRADE

300mm WATR PIPE 32 L=3m S=0.20%

WA 43

WA 41

WA 36

WA 37

WA 30

WA 32

WA 19

WA 23

WA 25

WA 26

WA 7

WA 8

WA 10

WA 6

WA 22 GATE VALVEWA 24

COMBINATION AIR RELEASE VALVE

WA 18 GATE VALVE

300mm WATR PIPE 23 L=1m S=0.50%

300mm WATR PIPE 21 L=1m S=0.00%

300mm WATR PIPE 18 L=1m S=0.00%

300mm WATR PIPE 17 L=31m S=1.50%

WA 13

WA 27

300mm WATR PIPE 29 L=9m S=0.20%

WA 33

300mm WATR PIPE 35 L=27m S=0.20%

300mm WATR PIPE 40

L=53m S=1.00%

WA 38

SDP-02E

PROPOSED GRADE

EXISTING GRADE

SSWR PIPE 32

WA 48

300mm WATR PIPE 49 L=4m S=0.13%

FIRE PIPE 06

2 0.

FIRE PIPE 08

HHWR PIPE 05

HHWS PIPE 05

CHWS PIPE 05

CHWR PIPE 05

CW PIPE 05

HWS PIPE 05

HWR PIPE 05

300mm WATR PIPE 53 L=1m S=0.00%

300mm WATR PIPE 54 L=1m S=100.00%

WA 54

WA 53

STATION

4+190 4+200 4+220 4+240 4+260 4+270

EG FG

4+200

4+220

4+240

4+260

200mm CHWR PIPE 10 L=9m S=0.00%

200mm CHWR PIPE 09 L=12m S=0.00%

200mm CHWR PIPE 08 L=2m S=0.00%

FIRE PIPE 08

FIRE PIPE 02

UCA 58

UCA 62

UCA 66

UCA 78

PROPOSED GRADE

EXISTING GRADE

WATR PIPE 33

WATR PIPE 48

UCA 70

200mm CHWR PIPE 11 L=2m S=100.00%

UCA 74

200mm CHWR PIPE 12 L=29m S=0.00%

CU202

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

VERTICAL

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

HORIZONTAL

SCALE:

J-023 WATER LINE C PROFILE 1H 1:500, V 1:50

NOTES:

1. SEE SHEETS CU603 - CU606 FOR PIPE, STRUCTURE, AND

APPURTENANCE SCHEDULES

SCALE:

J-023 MECH LINE PROFILE 2H 1:500, V 1:50 SCALE:

J-023 MECH LINE TO VALVE PIT PROFILE 3H 1:500, V 1:50

STATION

1+680 1+700 1+720 1+740 1+760 1+780 1+800 1+820 1+840 1+860 1+880 1+900 1+920 1+940 1+960

EG FG

1+700

1+720

1+740

1+760

1+780

1+800

1+820

1+840

1+860

1+880

1+900

1+920

1+940

200mm SSWR PIPE 14

L=28m S=1.00%

R M

: 1

U T:

R O

P C

O N

R M

: 1

U T:

SSWR MH12

STA: 1+809.359

RIM: 142.934

E INV. IN: 140.130

S INV. IN: 141.576

W INV. OUT: 140.104

1 DROP CONNECTION

SSWR MH13

STA: 1+849.933

RIM: 143.072

SE INV. IN: 140.562

W INV. OUT: 140.536

SSWR MH14

STA: 1+855.566

RIM: 143.421

S INV. IN: 140.644

NW INV. OUT: 140.618

SSWR MH15

STA: 1+864.926

RIM: 143.303

S INV. IN: 140.764

W INV. IN: 141.926

N INV. OUT: 140.738

1 DROP CONNECTION

SSWR MH16

STA: 1+878.931

RIM: 143.098

W INV. IN: 140.930

N INV. OUT: 140.904

200mm SSWR PIPE 26 L=45m S=1.00%

R M

: 1

U T:

R M

: 1

U T:

EXISTING GRADE

PROPOSED GRADE

200mm SSWR PIPE 16 L=14m S=1.00%

200mm SSWR PIPE 18 L=13m S=1.00%

200mm SSWR PIPE 19 L=54m S=1.00%

200mm SSWR PIPE 22 L=6m S=1.00%

200mm SSWR PIPE 21

L=41m S=1.00%

200mm SSWR PIPE 23 L=9m S=1.00%

200mm SSWR PIPE 25 L=14m S=1.00%

SSWR MH10

STA: 1+742.483

RIM: 142.889

N INV. IN: 139.410

E INV. IN: 141.602

S INV. OUT: 139.384

1 DROP CONNECTION

EXISTING GRADE

PROPOSED GRADE

STATION

1+780 1+800 1+820 1+840 1+860 1+880

EG FG

1+800

1+820

1+840

1+860

PROPOSED GRADE

EXISTING GRADE

R M

: 1

U T:

100mm SSWR PIPE 09 L=49m S=2.20%

WATR PIPE 17

CONCRETE ENCASEMENT

R C

: 1

U T:

STATION

0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180

EG FG

1+000

1+020

1+040

1+060

1+080

1+100

1+120

1+140

1+160

PROPOSED GRADE

EXISTING GRADE

200mm SSWR PIPE 01 L=17m S=1.00%

SSWR MH02

STA: 1+073.209

RIM: 141.095

E INV. IN: 139.558

N INV. OUT: 139.528

SSWR MH03

STA: 1+085.788

RIM: 142.543

E INV. IN: 139.714

N INV. IN: 139.714

W INV. OUT: 139.684

2 DROP CONNECTIONS

R M

: 1

N E

: 1

U T:

200mm SSWR PIPE 07 L=22m S=1.00%

R M

: 1

U T:

200mm SSWR PIPE 03 L=57m S=1.00%

200mm SSWR PIPE 04 L=13m S=1.00%

200mm SSWR PIPE 06 L=12m S=1.00%

200mm SSWR PIPE 30 L=7m S=1.00%

SSWR MH05

STA: 1+104.217

RIM: 142.786

N INV. IN: 139.958

SW INV. OUT: 139.928

WATR PIPE 47

R M

: 1

U T:

R O

P C

O N

N S

INV. 137.954

SSWR MH06

STA: 1+126.257

RIM: 142.978

N INV. IN: 140.208

E INV. IN: 140.208

S INV. OUT: 140.178

200mm SSWR PIPE 31 L=29m S=1.00%

CONCRETE ENCASEMENT

CU203

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

VERTICAL

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

HORIZONTAL

SCALE:

J-023 SSWR LINE B PROFILE 3H 1:500, V 1:50

SCALE:

J-023 SSWR LINE C PROFILE 2H 1:500, V 1:50

NOTES:

1. SEE SHEET CU603 FOR PIPE AND APPURTENANCE SCHEDULES.

SCALE:

J-023 SSWR LINE A PROFILE 1H 1:500, V 1:50

ALIGNMENT: J-023 SSWR LINE A

NUMBER

LENGTH

16.603

56.606

24.167

6.841

51.271

RADIUS

LINE/CHORD

DIRECTION

N90° 00' 00.00"E

S00° 00' 00.00"E

N90° 00' 00.00"E

N38° 44' 42.31"E

N00° 00' 00.00"E

START

STATION

1+000.000

1+016.603

1+073.209

1+097.376

1+104.217

START

NORTHING

1,503,194.230

1,503,137.624

1,503,142.959

START

EASTING

267,276.099

267,292.703

267,316.870

267,321.151

END

STATION

1+016.603

1+073.209

1+097.376

1+104.217

1+155.488

END

NORTHING

1,503,194.230

1,503,137.624

1,503,142.959

1,503,194.230

END

EASTING

267,292.703

267,316.870

267,321.151

ALIGNMENT: J-023 WATR LINE B

NUMBER

L43

LENGTH

43.719

RADIUS

LINE/CHORD

DIRECTION

N90° 00' 00.00"E

START

STATION

2+500.000

START

NORTHING

1,503,199.777

START

EASTING

267,329.098

END

STATION

2+543.719

END

NORTHING

1,503,199.777

END

EASTING

267,372.817

ALIGNMENT: J-023 SSWR LINE B

NUMBER

L11

L12

L13

L14

L15

LENGTH

55.618

94.315

5.633

23.365

44.557

RADIUS

LINE/CHORD

DIRECTION

N00° 00' 00.00"E

N90° 00' 00.00"E

S45° 00' 00.00"E

S00° 00' 00.00"E

N90° 00' 00.00"W

START

STATION

1+700.000

1+755.618

1+849.933

1+855.566

1+878.931

START

NORTHING

1,503,194.230

1,503,249.848

1,503,245.864

1,503,222.499

START

EASTING

267,292.703

267,387.018

267,391.001

END

STATION

1+755.618

1+849.933

1+855.566

1+878.931

1+923.489

END

NORTHING

1,503,249.848

1,503,245.864

1,503,222.499

END

EASTING

267,292.703

267,387.018

267,391.001

267,346.444

ALIGNMENT: J-023 SSWR LINE C

NUMBER

L17

LENGTH

49.226

RADIUS

LINE/CHORD

DIRECTION

N90° 00' 00.00"E

START

STATION

1+800.000

START

NORTHING

1,503,194.230

START

EASTING

267,321.151

END

STATION

1+849.226

END

NORTHING

1,503,194.230

END

EASTING

267,370.377

ALIGNMENT: J-023 MECH LINE

NUMBER

L32

L33

L34

LENGTH

2.224

12.780

53.667

RADIUS

LINE/CHORD

DIRECTION

N90° 00' 00.00"E

S00° 00' 00.00"E

N90° 00' 00.00"E

START

STATION

4+000.000

4+002.224

4+015.004

START

NORTHING

1,503,216.285

1,503,203.505

START

EASTING

267,316.927

267,319.151

END

STATION

4+002.224

4+015.004

4+068.671

END

NORTHING

1,503,216.285

1,503,203.505

END

EASTING

267,319.151

267,372.818

ALIGNMENT: J-023 FIRE WATR LINE A

NUMBER

L37

L36

LENGTH

0.600

73.108

RADIUS

LINE/CHORD

DIRECTION

N00° 00' 00.00"E

N90° 00' 00.00"W

START

STATION

3+000.000

3+000.600

START

NORTHING

1,503,213.291

1,503,213.891

START

EASTING

267,390.035

END

STATION

3+000.600

3+073.708

END

NORTHING

1,503,213.891

END

EASTING

267,390.035

267,316.927

ALIGNMENT: J-023 WATR LINE A

NUMBER

L19

LENGTH

119.224

RADIUS

LINE/CHORD

DIRECTION

N00° 00' 00.00"E

START

STATION

2+000.000

START

NORTHING

1,503,134.124

START

EASTING

267,289.203

END

STATION

2+119.224

END

NORTHING

1,503,253.348

END

EASTING

267,289.203

ALIGNMENT: J-023 WATR LINE C

NUMBER

L21

L22

L23

L24

L25

L26

L27

L28

LENGTH

99.265

8.532

29.614

58.522

10.007

6.882

73.569

39.895

RADIUS

LINE/CHORD

DIRECTION

N90° 00' 00.00"E

S45° 00' 00.00"E

S00° 00' 00.00"E

N90° 00' 00.00"W

S00° 00' 00.00"E

N90° 00' 00.00"W

S00° 00' 00.00"E

N90° 00' 00.00"W

START

STATION

2+200.000

2+299.265

2+307.797

2+337.411

2+395.933

2+405.940

2+412.822

2+486.391

START

NORTHING

1,503,253.348

1,503,247.314

1,503,217.700

1,503,207.693

1,503,134.124

START

EASTING

267,289.203

267,388.468

267,394.501

267,335.979

267,329.098

END

STATION

2+299.265

2+307.797

2+337.411

2+395.933

2+405.940

2+412.822

2+486.391

2+526.286

END

NORTHING

1,503,253.348

1,503,247.314

1,503,217.700

1,503,207.693

1,503,134.124

END

EASTING

267,388.468

267,394.501

267,335.979

267,329.098

267,289.203

ALIGNMENT: J-023 FIRE WATR LINE B

NUMBER

L39

L40

L41

LENGTH

5.084

1.716

29.070

RADIUS

LINE/CHORD

DIRECTION

N00° 06' 45.70"W

N90° 00' 00.00"E

N00° 00' 00.00"E

START

STATION

3+200.000

3+205.084

3+206.800

START

NORTHING

1,503,213.291

1,503,218.375

START

EASTING

267,391.045

267,391.035

267,392.751

END

STATION

3+205.084

3+206.800

3+235.870

END

NORTHING

1,503,218.375

1,503,247.445

END

EASTING

267,391.035

267,392.751

ALIGNMENT: J-023 MECH LINE TO VALVE PIT

NUMBER

L45

L46

L47

LENGTH

2.370

12.008

39.187

RADIUS

LINE/CHORD

DIRECTION

N00° 00' 00.00"E

S89° 59' 53.75"E

N00° 00' 00.00"E

START

STATION

4+200.000

4+202.370

4+214.378

START

NORTHING

1,503,213.291

1,503,215.661

1,503,215.660

START

EASTING

267,385.265

267,397.274

END

STATION

4+202.370

4+214.378

4+253.565

END

NORTHING

1,503,215.661

1,503,215.660

1,503,254.847

END

EASTING

267,385.265

267,397.274

CU601

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

STRUCTURE TABLE: J-023 SSWR

STRUCTURE NO.

J-001B LAT CONN TO MH2B-3

SSWR CO01

SSWR CO02

SSWR CO03

SSWR CO04

SSWR CO07

SSWR CO08

SSWR CO09

SSWR CO10

SSWR CO12

SSWR CO13

SSWR CO14

SSWR MH01

SSWR MH02

SSWR MH03

SSWR MH04

SSWR MH05

SSWR MH06

SSWR MH07

SSWR MH08

SSWR MH09

SSWR MH10

SSWR MH11

SSWR MH12

SSWR MH13

SSWR MH14

SSWR MH15

SSWR MH16

SSWR MH17

SSWR MH18

STATION

1+000

1+016.603

1+085.788

1+155.488

1+849.225

1+728.432

1+742.483

1+809.359

1+864.926

1+923.489

1+132.353

1+016.603

1+073.209

1+085.788

1+097.376

1+104.217

1+126.257

1+728.432

1+742.483

1+755.618

1+809.359

1+849.933

1+855.566

1+864.926

1+878.931

1+923.489

1+155.488

RIM ELEV

133.479

143.094

143.237

143.100

142.988

143.219

143.228

143.091

143.296

143.054

142.816

142.817

142.303

141.095

142.543

142.279

142.786

142.978

142.757

142.753

143.143

142.889

142.336

142.934

143.072

143.421

143.303

143.098

142.999

142.968

INVERT IN ELEV

137.954 (200mm)

138.962 (200mm)

138.933 (200mm)

141.255 (100mm)

139.558 (200mm)

139.714 (200mm)

139.714 (100mm)

139.860 (200mm)

139.958 (200mm)

140.208 (200mm)

140.208 (100mm)

140.540 (100mm)

141.067 (100mm)

141.097 (100mm)

139.243 (200mm)

141.702 (100mm)

139.410 (200mm)

141.602 (100mm)

139.567 (200mm)

140.130 (200mm)

141.576 (150mm)

140.562 (200mm)

140.644 (200mm)

140.764 (200mm)

141.926 (100mm)

140.930 (200mm)

141.558 (150mm)

140.530 (100mm)

INVERT OUT ELEV

141.500 (100mm)

141.900 (100mm)

141.500 (100mm)

141.615 (100mm)

142.000 (100mm)

141.900 (100mm)

141.750 (150mm)

142.100 (100mm)

141.750 (150mm)

141.225 (100mm)

140.668 (100mm)

138.120 (200mm)

139.528 (200mm)

139.684 (200mm)

139.830 (200mm)

139.928 (200mm)

140.178 (200mm)

140.510 (100mm)

140.540 (100mm)

139.217 (200mm)

139.384 (200mm)

139.541 (200mm)

140.104 (200mm)

140.536 (200mm)

140.618 (200mm)

140.738 (200mm)

140.904 (200mm)

141.376 (200mm)

140.500 (200mm)

NORTHING

1503194.230

1503142.095

1503194.230

1503222.662

1503236.713

1503247.173

1503236.505

1503225.459

1503171.095

1503194.230

1503137.624

1503142.959

1503164.999

1503222.662

1503236.713

1503249.848

1503245.864

1503236.505

1503222.499

1503194.230

EASTING

267276.099

267296.479

267305.281

267318.475

267370.376

267297.291

267346.444

267388.325

267346.444

267360.661

267335.546

267292.703

267305.281

267316.870

267321.151

267335.546

267360.661

267292.703

267346.444

267387.018

267391.001

267346.444

267321.151

PIPE TABLE: J-023 SSWR

PIPE NO.

SSWR PIPE 01

SSWR PIPE 02

SSWR PIPE 03

SSWR PIPE 04

SSWR PIPE 05

SSWR PIPE 06

SSWR PIPE 07

SSWR PIPE 08

SSWR PIPE 09

SSWR PIPE 14

SSWR PIPE 15

SSWR PIPE 16

SSWR PIPE 17

SSWR PIPE 18

SSWR PIPE 19

SSWR PIPE 20

SSWR PIPE 21

SSWR PIPE 22

SSWR PIPE 23

SSWR PIPE 24

SSWR PIPE 25

SSWR PIPE 26

SSWR PIPE 29

SSWR PIPE 30

SSWR PIPE 31

SSWR PIPE 32

SSWR PIPE 33

SSWR PIPE 34

SSWR PIPE 35

SIZE

200mm

100mm

200mm

100mm

200mm

100mm

200mm

100mm

200mm

100mm

200mm

150mm

200mm

100mm

200mm

150mm

200mm

100mm

LENGTH (M)

SLOPE (%)

1.00%

6.50%

1.00%

48.89%

1.00%

36.25%

2.20%

1.00%

6.50%

1.00%

6.50%

1.00%

6.50%

1.00%

6.50%

1.00%

6.50%

1.00%

2.10%

-2.10%

START APPURTENANCE: INV.

J-001B LAT CONN TO MH2B-3: 137.954

SSWR CO01: 141.500

SSWR MH01: 138.962

SSWR MH02: 139.558

SSWR CO02: 141.900

SSWR MH03: 139.714

SSWR MH05: 139.958

SSWR CO03: 141.500

SSWR MH18: 140.530

SSWR MH01: 138.933

SSWR CO07: 142.000

SSWR MH09: 139.243

SSWR CO08: 141.900

SSWR MH10: 139.410

SSWR MH11: 139.567

SSWR CO09: 141.750

SSWR MH12: 140.130

SSWR MH13: 140.562

SSWR MH14: 140.644

SSWR CO10: 142.100

SSWR MH15: 140.764

SSWR MH16: 140.930

SSWR CO12: 141.750

SSWR MH04: 139.860

SSWR MH06: 140.208

SSWR MH08: 141.097

SSWR MH07: 140.540

END APPURTENANCE: INV.

SSWR MH01: 138.120

SSWR MH01: 141.255

SSWR MH02: 139.528

SSWR MH03: 139.684

SSWR MH03: 139.714

SSWR MH04: 139.830

SSWR MH06: 140.178

SSWR MH18: 140.530

SSWR CO04: 141.615

SSWR MH09: 139.217

SSWR MH09: 141.702

SSWR MH10: 139.384

SSWR MH10: 141.602

SSWR MH11: 139.541

SSWR MH12: 140.104

SSWR MH12: 141.576

SSWR MH13: 140.536

SSWR MH14: 140.618

SSWR MH15: 140.738

SSWR MH15: 141.926

SSWR MH16: 140.904

SSWR MH17: 141.376

SSWR MH17: 141.558

SSWR MH05: 139.928

SSWR MH18: 140.500

SSWR MH07: 140.510

SSWR CO13: 141.225

SSWR CO14: 140.668

SSWR MH08: 141.067

CU602

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

PIPE TABLE: J-023 WATR

PIPE NO.

WATR PIPE 01

WATR PIPE 02

WATR PIPE 03

WATR PIPE 04

WATR PIPE 05

WATR PIPE 06

WATR PIPE 07

WATR PIPE 08

WATR PIPE 09

WATR PIPE 10

WATR PIPE 11

WATR PIPE 12

WATR PIPE 13

WATR PIPE 14

WATR PIPE 15

WATR PIPE 16

WATR PIPE 17

WATR PIPE 18

WATR PIPE 19

WATR PIPE 21

WATR PIPE 22

WATR PIPE 23

WATR PIPE 24

WATR PIPE 25

WATR PIPE 26

WATR PIPE 27

WATR PIPE 28

WATR PIPE 29

WATR PIPE 30

WATR PIPE 31

WATR PIPE 32

WATR PIPE 33

WATR PIPE 34

WATR PIPE 35

WATR PIPE 36

WATR PIPE 37

WATR PIPE 38

WATR PIPE 39

WATR PIPE 40

WATR PIPE 41

WATR PIPE 42

WATR PIPE 43

WATR PIPE 44

WATR PIPE 45

WATR PIPE 46

WATR PIPE 47

WATR PIPE 48

WATR PIPE 49

WATR PIPE 50

WATR PIPE 51

WATR PIPE 52

WATR PIPE 53

WATR PIPE 54

SIZE

250mm

300mm

150mm

300mm

75mm

300mm

150mm

300mm

75mm

300mm

250mm

300mm

150mm

300mm

150mm

300mm

150mm

300mm

150mm

300mm

250mm

300mm

250mm

300mm

250mm

300mm

250mm

300mm

LENGTH (M)

SLOPE (%)

0.00%

3.50%

-5.00%

0.85%

-3.26%

-3.00%

-1.50%

2.97%

0.00%

57.79%

-1.58%

-1.50%

-1.94%

-18.18%

-1.00%

-1.50%

0.00%

1.12%

0.00%

-0.50%

0.20%

23.77%

0.00%

0.20%

3.25%

0.20%

-2.79%

0.00%

0.20%

1.00%

-10.27%

-6.46%

1.00%

100.00%

1.00%

2.19%

0.00%

100.00%

0.00%

-0.50%

10.00%

0.13%

-100.00%

0.00%

-100.00%

START APPURTENANCE: INV.

WA 1: 137.900

WA 2: 139.688

WA 6: 138.522

WA 3: 138.918

WA 4: 138.830

WA 6: 138.522

WA 7: 139.719

WA 8: 139.835

WA 10: 140.820

WA 11: 140.273

WA 10: 140.820

WA 13: 141.153

WA 14: 141.329

WA 16: 141.528

WA 13: 141.153

WA 18: 141.612

WA 19: 141.612

WA 22: 141.612

WA 23: 141.646

WA 24: 141.651

WA 25: 141.639

WA 26: 141.619

WA 27: 141.599

WA 28: 141.000

WA 27: 141.599

WA 30: 141.582

WA 32: 141.503

WA 33: 141.497

WA 34: 141.900

WA 33: 141.497

WA 36: 141.443

WA 37: 141.426

WA 38: 141.161

WA 39: 141.787

WA 38: 141.161

WA 41: 140.631

WA 43: 140.433

WA 45: 140.033

WA 47: 140.033

WA 2: 139.688

WA 48: 141.511

WA 48: 141.508

WA 50: 137.900

WA 51: 139.139

WA 52: 139.950

WA 53: 140.820

WA 54: 139.835

END APPURTENANCE: INV.

WA 50: 137.900

WA 3: 138.918

WA 4: 138.830

WA 5: 138.928

WA 7: 139.719

WA 8: 139.835

WA 9: 139.700

WA 54: 139.835

WA 11: 140.273

WA 12: 140.299

WA 13: 141.153

WA 14: 141.329

WA 15: 141.540

WA 16: 141.528

WA 17: 141.540

WA 18: 141.612

WA 19: 141.612

WA 21: 141.123

WA 22: 141.612

WA 23: 141.646

WA 24: 141.651

WA 25: 141.639

WA 26: 141.619

WA 27: 141.599

WA 28: 141.000

WA 29: 141.000

WA 30: 141.582

WA 31: 141.413

WA 48: 141.511

WA 33: 141.497

WA 34: 141.900

WA 35: 141.900

WA 36: 141.443

WA 37: 141.426

WA 38: 141.161

WA 39: 141.787

WA 40: 141.982

WA 41: 140.631

WA 52: 139.950

WA 43: 140.433

WA 44: 140.033

WA 51: 139.139

WA 45: 140.033

WA 47: 140.033

WA 49: 141.070

WA 32: 141.503

WA 2: 139.688

WA 46: 139.139

WA 42: 139.950

WA 10: 140.820

WA 53: 140.835

40mm

APPURTENANCE TABLE: J-023 WATR

APPURTENANCE NO.

WA 1

WA 2

WA 3

WA 4

WA 5

WA 6

WA 7

WA 8

WA 9

WA 10

WA 11

WA 12

WA 13

WA 14

WA 15

WA 16

WA 17

WA 18

WA 19

WA 21

WA 22

WA 23

WA 24

WA 25

WA 26

WA 27

WA 28

WA 29

WA 30

WA 31

WA 32

WA 33

WA 34

WA 35

WA 36

WA 37

WA 38

WA 39

WA 40

WA 41

WA 42

WA 43

WA 44

WA 45

WA 46

WA 47

WA 48

WA 49

WA 50

WA 51

WA 52

WA 53

WA 54

APPURTENANCE TYPE

LATERAL CONNECTION TO J-001B WATER LINE 2

TEE CONNECTION

VALVE BOX

HYDRANT

HORIZONTAL 90 DEGREE BEND

TEE CONNECTION

HOSE BIBB

TEE CONNECTION

VALVE BOX

HYDRANT

TEE CONNECTION

HOSE BIBB

HORIZONTAL 90 DEGREE BEND

HOSE BIBB

GATE VALVE

TEE CONNECTION

METER AT CONNECTION TO UTILITY BUILDING

GATE VALVE

HORIZONTAL 90 DEGREE BEND

COMBINATION AIR RELEASE VALVE

HORIZONTAL 90 DEGREE BEND

TEE CONNECTION

GATE VALVE

HYDRANT

TEE CONNECTION

HOSE BIBB

HORIZONTAL 90 DEGREE BEND

TEE CONNECTION

HORIZONTAL 90 DEGREE BEND

HOSE BIBB

HORIZONTAL 45 DEGREE BEND

TEE CONNECTION

VALVE BOX

HYDRANT

TEE CONNECTION

LATERAL CONNECTION TO J-001B WATER LINE 3

HORIZONTAL 90 DEGREE BEND

GATE VALVE

TEE CONNECTION

LATERAL CONNECTION TO J-001B WATER LINE 2

GATE VALVE

TEE CONNECTION

CONNECTION TO RISER

VERTICAL 45 DEGREE BEND

STATION

2+029.916

2+007.916

2+007.917

2+007.916

2+000

2+486.391

2+478.660

2+474.632

2+452.416

2+451.255

2+452.416

2+451.255

2+421.826

2+420.738

2+543.719

2+419.648

2+412.822

2+411.822

2+405.940

2+395.933

2+385.809

2+377.081

2+337.411

2+334.613

2+337.408

2+307.797

2+299.265

2+272.749

2+219.759

2+119.224

2+101.003

2+099.916

2+098.830

2+341.367

2+029.916

2+099.916

2+219.759

2+475.552

2+476.552

OFFSET

-11.103

0.000

-10.309

-13.328

0.000

-4.548

0.000

-0.947

-2.583

0.000

-9.069

-28.941

0.000

-2.520

-5.080

0.000

-5.200

0.000

-14.443

0.000

-6.098

-9.118

0.000

-12.613

0.000

-11.104

0.000

-4.410

-1.788

-0.894

-0.681

0.000

INLET PIPE: INV.

WATR PIPE 50: 139.688

WATR PIPE 03: 138.918

WATR PIPE 02: 138.918

WATR PIPE 04: 138.830

WATR PIPE 05: 138.928

WATR PIPE 06: 139.719

WATR PIPE 07: 139.835

WATR PIPE 08: 139.700

WATR PIPE 53: 140.820

WATR PIPE 10: 140.273

WATR PIPE 11: 140.299

WATR PIPE 12: 141.153

WATR PIPE 13: 141.329

WATR PIPE 14: 141.540

WATR PIPE 15: 141.528

WATR PIPE 16: 141.540

WATR PIPE 17: 141.612

WATR PIPE 18: 141.612

WATR PIPE 19: 141.123

WATR PIPE 21: 141.612

WATR PIPE 22: 141.646

WATR PIPE 23: 141.651

WATR PIPE 24: 141.639

WATR PIPE 25: 141.619

WATR PIPE 26: 141.599

WATR PIPE 27: 141.000

WATR PIPE 28: 141.000

WATR PIPE 29: 141.582

WATR PIPE 30: 141.413

WATR PIPE 49: 141.503

WATR PIPE 32: 141.497

WATR PIPE 33: 141.900

WATR PIPE 34: 141.900

WATR PIPE 35: 141.443

WATR PIPE 36: 141.426

WATR PIPE 37: 141.161

WATR PIPE 38: 141.787

WATR PIPE 39: 141.982

WATR PIPE 40: 140.631

WATR PIPE 52: 139.950

WATR PIPE 42: 140.433

WATR PIPE 43: 140.033

WATR PIPE 44: 140.033

WATR PIPE 46: 140.033

WATR PIPE 51: 139.139

WATR PIPE 47: 140.033

WATR PIPE 31: 141.511

WATR PIPE 48: 141.070

WATR PIPE 01: 137.900

WATR PIPE 45: 139.139

WATR PIPE 41: 139.950

WATR PIPE 54: 140.835

WATR PIPE 09: 139.835

OUTLET PIPE: INV.

WATR PIPE 01: 137.900

WATR PIPE 02: 139.688

WATR PIPE 47: 139.688

WATR PIPE 04: 138.918

WATR PIPE 05: 138.830

WATR PIPE 06: 138.522

WATR PIPE 03: 138.522

WATR PIPE 07: 139.719

WATR PIPE 09: 139.835

WATR PIPE 08: 139.835

WATR PIPE 12: 140.820

WATR PIPE 10: 140.820

WATR PIPE 11: 140.273

WATR PIPE 17: 141.153

WATR PIPE 13: 141.153

WATR PIPE 15: 141.329

WATR PIPE 14: 141.329

WATR PIPE 16: 141.528

WATR PIPE 18: 141.612

WATR PIPE 21: 141.612

WATR PIPE 19: 141.612

WATR PIPE 22: 141.612

WATR PIPE 23: 141.646

WATR PIPE 24: 141.651

WATR PIPE 25: 141.639

WATR PIPE 26: 141.619

WATR PIPE 29: 141.599

WATR PIPE 27: 141.599

WATR PIPE 28: 141.000

WATR PIPE 31: 141.582

WATR PIPE 30: 141.582

WATR PIPE 32: 141.503

WATR PIPE 35: 141.497

WATR PIPE 33: 141.497

WATR PIPE 34: 141.900

WATR PIPE 36: 141.443

WATR PIPE 37: 141.426

WATR PIPE 40: 141.161

WATR PIPE 38: 141.161

WATR PIPE 39: 141.787

WATR PIPE 42: 140.631

WATR PIPE 41: 140.631

WATR PIPE 43: 140.433

WATR PIPE 44: 140.033

WATR PIPE 45: 140.033

WATR PIPE 46: 140.033

WATR PIPE 49: 141.508

WATR PIPE 48: 141.511

WATR PIPE 50: 137.900

WATR PIPE 51: 139.139

WATR PIPE 52: 139.950

WATR PIPE 53: 140.820

WATR PIPE 54: 139.835

NORTHING

1503164.040

1503142.040

1503134.124

1503141.855

1503145.883

1503168.099

1503169.260

1503168.099

1503169.260

1503198.689

1503199.777

1503200.867

1503207.693

1503217.700

1503215.180

1503212.620

1503217.700

1503212.500

1503217.700

1503220.499

1503217.704

1503247.314

1503253.348

1503259.446

1503262.466

1503253.348

1503265.961

1503253.348

1503235.127

1503234.040

1503232.954

1503217.700

1503213.291

1503164.040

1503234.040

1503254.029

1503144.963

1503143.963

EASTING

267278.100

267289.203

267278.894

267275.874

267289.203

267329.098

267333.645

267329.098

267330.045

267331.680

267329.098

267338.167

267358.039

267329.098

267372.817

267329.098

267330.098

267335.979

267346.103

267354.831

267394.501

267408.944

267394.501

267388.468

267361.951

267361.952

267361.951

267308.961

267289.203

267278.098

267289.203

267390.545

267287.415

267288.309

267308.961

267329.098

RIM ELEVATION

138.673

141.398

140.856

138.698

138.645

140.029

141.452

142.559

142.620

142.589

142.585

142.604

142.796

142.814

142.826

142.813

142.824

143.091

143.102

143.136

143.113

143.161

143.146

143.059

143.138

143.063

143.040

143.037

143.056

143.100

143.158

143.180

143.037

143.007

143.796

143.437

142.811

143.374

143.403

142.450

142.131

141.925

142.605

142.689

140.816

142.772

143.116

143.120

140.959

142.666

142.386

142.578

142.566

CU603

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

APPURTENANCE TABLE: J-023 MECH

APPURTENANCE NO.

UCA 01

UCA 02

UCA 03

UCA 04

UCA 05

UCA 06

UCA 07

UCA 08

UCA 09

UCA 10

UCA 11

UCA 12

UCA 13

UCA 14

UCA 15

UCA 16

UCA 17

UCA 18

UCA 19

UCA 20

UCA 21

UCA 22

UCA 23

UCA 24

UCA 25

UCA 26

UCA 27

UCA 28

UCA 29

UCA 30

UCA 31

UCA 32

UCA 33

UCA 34

UCA 35

UCA 36

UCA 37

UCA 38

UCA 39

UCA 40

UCA 41

UCA 42

UCA 43

UCA 44

UCA 45

UCA 46

UCA 47

UCA 48

UCA 49

UCA 50

UCA 51

UCA 52

UCA 53

UCA 54

UCA 55

UCA 56

UCA 57

UCA 58

UCA 59

UCA 60

UCA 61

UCA 62

UCA 63

UCA 64

UCA 65

UCA 66

UCA 67

UCA 68

UCA 69

UCA 70

UCA 71

UCA 72

UCA 73

APPURTENANCE TYPE

CONNECTION TO BUILDING

HORIZONTAL 90 DEGREE BEND

VERTICAL 45 DEGREE BEND

CONNECTION TO J-023 UTILITY BUILDING

HORIZONTAL 90 DEGREE BEND

VERTICAL 45 DEGREE BEND

STATION

4+000

4+002.224

4+002.734

4+003.234

4+000.814

4+013.589

4+013.999

4+014.414

4+014.914

4+015.004

4+017.484

4+017.074

4+017.186

4+016.686

4+015.619

4+015.092

4+015.004

4+018.567

4+018.157

4+018.269

4+017.769

4+016.702

4+016.175

4+015.731

4+031.615

4+031.205

4+031.316

4+030.227

4+029.749

4+029.223

4+028.779

4+032.145

4+031.735

4+031.846

4+030.757

4+030.279

4+029.753

4+029.309

4+068.670

4+200

4+202.370

4+201.965

4+201.555

4+213.668

4+214.488

4+214.378

4+223.408

4+224.708

OFFSET

-1.415

-1.005

-0.590

-0.090

0.510

1.010

1.410

-2.001

-1.421

-0.834

-0.127

0.510

1.010

1.410

-1.415

-1.005

-0.590

-0.090

0.721

1.428

1.994

-1.415

-1.005

-0.590

-0.090

0.510

1.010

1.454

-1.415

-1.005

-0.590

-0.090

0.510

1.010

1.410

-1.415

-1.005

-0.590

-0.090

0.510

1.010

1.410

-1.415

-1.005

-0.590

-0.090

0.510

1.010

1.410

-1.415

-1.005

-0.590

-0.090

0.510

1.010

1.410

-0.710

-0.110

0.405

0.815

-1.004

-0.155

0.405

0.815

-0.710

-0.108

0.573

1.153

-0.710

-0.108

0.405

0.815

-0.710

INLET PIPE: INV.

HHWR PIPE 01: 141.783

HHWS PIPE 01: 141.783

CHWS PIPE 01: 141.783

CHWR PIPE 01: 141.783

CW PIPE 01: 141.783

HWS PIPE 01: 141.783

HWR PIPE 01: 141.783

HHWR PIPE 02: 141.783

HHWS PIPE 02: 141.783

CHWS PIPE 02: 141.783

CHWR PIPE 02: 141.783

CW PIPE 02: 141.783

HWS PIPE 02: 141.783

HWR PIPE 02: 141.783

HHWR PIPE 03: 141.783

HHWS PIPE 03: 141.783

CHWS PIPE 03: 141.783

CHWR PIPE 03: 141.783

CW PIPE 03: 141.783

HWS PIPE 03: 141.783

HWR PIPE 03: 141.783

HHWR PIPE 04: 140.700

HHWS PIPE 04: 140.700

CHWS PIPE 04: 140.700

CHWR PIPE 04: 140.700

CW PIPE 04: 140.700

HWS PIPE 04: 140.700

HWR PIPE 04: 140.700

HHWR PIPE 05: 140.700

HHWS PIPE 05: 140.700

CHWS PIPE 05: 140.700

CHWR PIPE 05: 140.700

CW PIPE 05: 140.700

HWS PIPE 05: 140.700

HWR PIPE 05: 140.700

HHWR PIPE 06: 141.230

HHWS PIPE 06: 141.230

CHWS PIPE 06: 141.230

CHWR PIPE 06: 141.230

CW PIPE 06: 141.230

HWS PIPE 06: 141.230

HWR PIPE 06: 141.230

HHWR PIPE 07: 141.230

HHWS PIPE 07: 141.230

CHWS PIPE 07: 141.230

CHWR PIPE 07: 141.230

CW PIPE 07: 141.230

HWS PIPE 07: 141.230

HWR PIPE 07: 141.230

CHWS PIPE 08: 140.500

CHWR PIPE 08: 140.500

HWS PIPE 08: 140.500

HWR PIPE 08: 140.500

CHWS PIPE 09: 140.500

CHWR PIPE 09: 140.500

HWS PIPE 09: 140.500

HWR PIPE 09: 140.500

CHWS PIPE 10: 140.500

CHWR PIPE 10: 140.500

HWS PIPE 10: 140.500

HWR PIPE 10: 140.500

CHWS PIPE 11: 141.794

OUTLET PIPE: INV.

HHWR PIPE 01: 141.783

HHWS PIPE 01: 141.783

CHWS PIPE 01: 141.783

CHWR PIPE 01: 141.783

CW PIPE 01: 141.783

HWS PIPE 01: 141.783

HWR PIPE 01: 141.841

HHWR PIPE 02: 141.783

HHWS PIPE 02: 141.783

CHWS PIPE 02: 141.783

CHWR PIPE 02: 141.783

CW PIPE 02: 141.783

HWS PIPE 02: 141.783

HWR PIPE 02: 141.783

HHWR PIPE 03: 141.783

HHWS PIPE 03: 141.783

CHWS PIPE 03: 141.783

CHWR PIPE 03: 141.783

CW PIPE 03: 141.783

HWS PIPE 03: 141.783

HWR PIPE 03: 141.783

HHWR PIPE 04: 141.783

HHWS PIPE 04: 141.783

CHWS PIPE 04: 141.783

CHWR PIPE 04: 141.783

CW PIPE 04: 141.783

HWS PIPE 04: 141.783

HWR PIPE 04: 141.783

HHWR PIPE 05: 140.700

HHWS PIPE 05: 140.700

CHWS PIPE 05: 140.700

CHWR PIPE 05: 140.700

CW PIPE 05: 140.700

HWS PIPE 05: 140.700

HWR PIPE 05: 140.700

HHWR PIPE 06: 140.700

HHWS PIPE 06: 140.700

CHWS PIPE 06: 140.700

CHWR PIPE 06: 140.700

CW PIPE 06: 140.700

HWS PIPE 06: 140.700

HWR PIPE 06: 140.700

HHWR PIPE 07: 141.230

HHWS PIPE 07: 141.230

CHWS PIPE 07: 141.230

CHWR PIPE 07: 141.230

CW PIPE 07: 141.230

HWS PIPE 07: 141.230

HWR PIPE 07: 141.230

CHWS PIPE 08: 140.500

CHWR PIPE 08: 140.500

HWS PIPE 08: 140.500

HWR PIPE 08: 140.500

CHWS PIPE 09: 140.500

CHWR PIPE 09: 140.500

HWS PIPE 09: 140.500

HWR PIPE 09: 140.500

CHWS PIPE 10: 140.500

CHWR PIPE 10: 140.500

HWS PIPE 10: 140.500

HWR PIPE 10: 140.500

CHWS PIPE 11: 140.500

CHWR PIPE 11: 140.500

HWS PIPE 11: 140.500

HWR PIPE 11: 140.500

CHWS PIPE 12: 141.794

NORTHING

1503217.700

1503217.290

1503216.875

1503216.375

1503215.775

1503215.275

1503214.875

1503217.700

1503217.290

1503216.875

1503216.375

1503215.775

1503215.275

1503214.875

1503204.920

1503204.510

1503204.095

1503203.595

1503202.995

1503202.495

1503202.095

1503204.920

1503204.510

1503204.095

1503203.595

1503202.995

1503202.495

1503202.095

1503204.920

1503204.510

1503204.095

1503203.595

1503202.995

1503202.495

1503202.095

1503204.920

1503204.510

1503204.095

1503203.595

1503202.995

1503202.495

1503202.095

1503204.920

1503204.510

1503204.095

1503203.595

1503202.995

1503202.495

1503202.095

1503204.920

1503204.510

1503204.095

1503203.595

1503202.995

1503202.495

1503202.095

1503213.291

1503216.370

1503215.770

1503215.255

1503214.845

1503216.370

1503215.770

1503215.255

1503214.845

1503224.690

1503225.990

EASTING

267316.927

267320.566

267320.156

267319.741

267319.241

267318.641

267318.141

267317.741

267320.566

267320.156

267319.741

267319.241

267318.641

267318.141

267317.741

267321.631

267321.221

267321.333

267320.833

267319.766

267319.239

267318.795

267322.714

267322.304

267322.416

267321.916

267320.849

267320.322

267319.878

267335.762

267335.352

267335.463

267334.374

267333.896

267333.370

267332.926

267336.292

267335.882

267335.993

267334.904

267334.426

267333.900

267333.456

267372.817

267384.555

267385.155

267385.670

267386.080

267384.555

267385.155

267385.670

267386.080

267396.564

267397.166

267397.679

267398.089

267396.564

267397.166

267397.679

267398.089

267396.564

RIM ELEVATION

143.294

143.274

143.273

143.281

143.290

143.297

143.294

143.274

143.255

143.231

143.216

143.245

143.269

143.064

143.075

143.085

143.098

143.110

143.120

143.133

143.038

143.048

143.042

143.052

143.077

143.087

143.096

143.007

143.016

143.008

143.020

143.045

143.056

143.065

143.060

143.067

143.068

143.083

143.078

143.056

143.086

143.054

143.060

143.061

143.076

143.082

143.059

143.041

143.136

143.120

143.080

143.089

143.097

143.103

143.175

143.169

143.153

143.140

143.269

143.266

143.265

143.278

PIPE TABLE: J-023 MECH

PIPE NO.

CHWR PIPE 01

CHWR PIPE 02

CHWR PIPE 03

CHWR PIPE 04

CHWR PIPE 05

CHWR PIPE 06

CHWR PIPE 07

CHWR PIPE 08

CHWR PIPE 09

CHWR PIPE 10

CHWR PIPE 11

CHWR PIPE 12

CHWS PIPE 01

CHWS PIPE 02

CHWS PIPE 03

CHWS PIPE 04

CHWS PIPE 05

CHWS PIPE 06

CHWS PIPE 07

CHWS PIPE 08

CHWS PIPE 09

CHWS PIPE 10

CHWS PIPE 11

CHWS PIPE 12

CW PIPE 01

CW PIPE 02

CW PIPE 03

CW PIPE 04

CW PIPE 05

CW PIPE 06

CW PIPE 07

HHWR PIPE 01

HHWR PIPE 02

HHWR PIPE 03

HHWR PIPE 04

HHWR PIPE 05

HHWR PIPE 06

HHWR PIPE 07

HHWS PIPE 01

HHWS PIPE 02

HHWS PIPE 03

HHWS PIPE 04

HHWS PIPE 05

HHWS PIPE 06

HHWS PIPE 07

HWR PIPE 01

HWR PIPE 02

HWR PIPE 03

HWR PIPE 04

HWR PIPE 05

HWR PIPE 06

HWR PIPE 07

HWR PIPE 08

HWR PIPE 09

HWR PIPE 10

HWR PIPE 11

HWR PIPE 12

HWS PIPE 01

HWS PIPE 02

HWS PIPE 03

HWS PIPE 04

HWS PIPE 05

HWS PIPE 06

HWS PIPE 07

HWS PIPE 08

HWS PIPE 09

HWS PIPE 10

HWS PIPE 11

HWS PIPE 12

SIZE

200mm

100mm

50mm

40mm

80mm

LENGTH (M)

SLOPE (%)

-0.00%

0.00%

100.00%

0.00%

-100.00%

0.00%

-100.00%

0.00%

100.00%

0.00%

-100.00%

0.00%

-99.54%

0.00%

100.00%

0.00%

-100.00%

0.00%

100.00%

0.00%

-100.00%

0.00%

100.00%

0.00%

-100.00%

0.00%

7.13%

0.00%

100.00%

0.00%

-100.00%

0.00%

-99.54%

0.00%

100.00%

0.00%

-100.00%

0.00%

-99.54%

0.00%

START APPURTENANCE: INV.

UCA 04: 141.783

UCA 11: 141.783

UCA 18: 141.783

UCA 25: 141.783

UCA 32: 140.700

UCA 39: 140.700

UCA 46: 141.230

UCA 58: 140.500

UCA 62: 140.500

UCA 66: 140.500

UCA 70: 140.500

UCA 74: 141.800

UCA 03: 141.783

UCA 10: 141.783

UCA 17: 141.783

UCA 24: 141.783

UCA 31: 140.700

UCA 38: 140.700

UCA 45: 141.230

UCA 57: 140.500

UCA 61: 140.500

UCA 65: 140.500

UCA 69: 140.500

UCA 73: 141.794

UCA 05: 141.783

UCA 12: 141.783

UCA 19: 141.783

UCA 26: 141.783

UCA 33: 140.700

UCA 40: 140.700

UCA 47: 141.230

UCA 01: 141.783

UCA 08: 141.783

UCA 15: 141.783

UCA 22: 141.783

UCA 29: 140.700

UCA 36: 140.700

UCA 43: 141.230

UCA 02: 141.783

UCA 09: 141.783

UCA 16: 141.783

UCA 23: 141.783

UCA 30: 140.700

UCA 37: 140.700

UCA 44: 141.230

UCA 07: 141.841

UCA 14: 141.783

UCA 21: 141.783

UCA 28: 141.783

UCA 35: 140.700

UCA 42: 140.700

UCA 49: 141.230

UCA 60: 140.500

UCA 64: 140.500

UCA 68: 140.500

UCA 72: 140.500

UCA 76: 141.794

UCA 06: 141.783

UCA 13: 141.783

UCA 20: 141.783

UCA 27: 141.783

UCA 34: 140.700

UCA 41: 140.700

UCA 48: 141.230

UCA 59: 140.500

UCA 63: 140.500

UCA 67: 140.500

UCA 71: 140.500

UCA 75: 141.794

END APPURTENANCE: INV.

UCA 11: 141.783

UCA 18: 141.783

UCA 25: 141.783

UCA 32: 140.700

UCA 39: 140.700

UCA 46: 141.230

UCA 53: 141.230

UCA 62: 140.500

UCA 66: 140.500

UCA 70: 140.500

UCA 74: 141.800

UCA 78: 141.800

UCA 10: 141.783

UCA 17: 141.783

UCA 24: 141.783

UCA 31: 140.700

UCA 38: 140.700

UCA 45: 141.230

UCA 52: 141.230

UCA 61: 140.500

UCA 65: 140.500

UCA 69: 140.500

UCA 73: 141.794

UCA 77: 141.794

UCA 12: 141.783

UCA 19: 141.783

UCA 26: 141.783

UCA 33: 140.700

UCA 40: 140.700

UCA 47: 141.230

UCA 54: 141.230

UCA 08: 141.783

UCA 15: 141.783

UCA 22: 141.783

UCA 29: 140.700

UCA 36: 140.700

UCA 43: 141.230

UCA 50: 141.230

UCA 09: 141.783

UCA 16: 141.783

UCA 23: 141.783

UCA 30: 140.700

UCA 37: 140.700

UCA 44: 141.230

UCA 51: 141.230

UCA 14: 141.783

UCA 21: 141.783

UCA 28: 141.783

UCA 35: 140.700

UCA 42: 140.700

UCA 49: 141.230

UCA 56: 141.230

UCA 64: 140.500

UCA 68: 140.500

UCA 72: 140.500

UCA 76: 141.794

UCA 80: 141.794

UCA 13: 141.783

UCA 20: 141.783

UCA 27: 141.783

UCA 34: 140.700

UCA 41: 140.700

UCA 48: 141.230

UCA 55: 141.230

UCA 63: 140.500

UCA 67: 140.500

UCA 71: 140.500

UCA 75: 141.794

UCA 79: 141.794

APPURTENANCE TABLE: J-023 MECH

APPURTENANCE NO. APPURTENANCE TYPE STATION OFFSET INLET PIPE: INV. OUTLET PIPE: INV. NORTHING EASTING RIM ELEVATION

UCA 74

UCA 75

UCA 76

UCA 77

UCA 78

UCA 79

UCA 80

VERTICAL 45 DEGREE BEND

HORIZONTAL 45 DEGREE BEND

4+224.708

4+253.565

-0.108

0.405

0.815

-0.710

-0.110

0.405

0.815

CHWR PIPE 11: 141.800

HWS PIPE 11: 141.794

HWR PIPE 11: 141.794

CHWS PIPE 12: 141.794

CHWR PIPE 12: 141.800

HWS PIPE 12: 141.794

HWR PIPE 12: 141.794

CHWR PIPE 12: 141.800

HWS PIPE 12: 141.794

HWR PIPE 12: 141.794

1503225.990

1503254.847

267397.166

267397.679

267398.089

267396.564

267397.164

267397.679

267398.089

143.293

143.306

143.302

144.097

144.104

144.116

144.128

CU604

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

D E P A R

E N T

O F

N A V Y

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A V A L

F A C

E N G

E E R

C O M M A N D

DES DRW

S Y M

D E S C R

O N

D A

A P P R

DRAWFORM REVISION: 30 APRIL 2015

REV

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

N A

C P

A C

A, H

FIRE PROTECTION

AS SHOWN

RANDALL TORIGOE

MARFORPAC DPRI MILCON LEAD

12/04/2020

SEAL

J-

A C

H E

R Q

U A

R S

-A U

S N

A V

S U

P P

A C

T M

C B

, G U

A M

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

DATE

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC

SCALES

P. NISHIZAKI

MN/KO

972483

DH JH JC

J-a n d

J-

B O Q A R C H r1 .r vt

:4 :2

A M

B O

Q A

A R

R S

O O

R P

N E

A-114

17255356

A M D

D O O R

A D D E D

D O W W A

R E D U C E D

A M D

M O D

D O W

G S

P A R

E N T

O F

N A V Y

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A V A L

F A C

E N G

E E R

C O M M A N D

DES DRW

S Y M

D E S C R

O N

D A

A P P R

DRAWFORM REVISION: 30 APRIL 2015

REV

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

N A

C P

A C

A, H

FIRE…

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File details come from the government source that posted it. Updated Feb 23, 2021.