36C78618R0269-004.pdf

N o r t h e a s t

L o o p

E a s t e r n

D r

Catalina Boulevard

S o u t h e a s t

L in k

D r

S o u t h e a s t

L o o p

S e c o n d

E a s t

East Portal Loop Dr

W e s t P o r ta l L o o p

D r

Northwest Loop

W e s t e

Third Dr South

F o u rt h

D r

S o u th

S o u t h w e o p

W e s t e

W e s t e r n

D r

W e s t e r n

D r

W e s t e r n

D r

F o u rt h

D r

S o u th

Third Dr South

S e c o n d

D r

E a s t

E a s t e r n

D r

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i

B u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i u l e v a r d

.0

.1

.8

.3

.5

.5

.0

.7

.7

.6

9.71'

.7

.7

.7

.7

.8

.1

Two-Wire Path C

Two-Wire Path C

#4

S e c o s t

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

9.71'

Matchline Sheet I-105

Matchline Sheet I-109

M a t c h l i n e

S h e e t

I

Scale: 1"=30'

15' 30' 60' 90'

EXISTING MAINLINE

EXISTING LATERAL LINE

EXISTING PIPE SIZING

PROPOSED MAINLINE ISOLATION VALVE

PROPOSED MAINLINE

PROPOSED LATERAL LINE

PROPOSED PIPE SIZING

PROPOSED DRAIN VALVE

PROPOSED TWO-WIRE PATH

PROPOSED CENTRAL CONTROLLER

PROPOSED LARGER DECODER INTERFACE

PROPOSED SMALL DECODER INTERFACE

PROPOSED WEATHER STATION

PROPOSED VASE WATERING STATION

*FOR GENERAL REFERENCE PURPOSES ONLY REFER TO

IRRIGATION DETAIL SHEETS FOR MORE SPECIFICS

PROPOSED REMOTE CONTROL VALVE

PROPOSED QUICK COUPLING VALVE

IRRIGATION SYMBOLS

PROPOSED QUICK COUPLING VALVE

PROPOSED QUICK COUPLING VALVE

TYPCAL VALVE INDICATOR

GALLONS PER MINUTE

STATION NUMBER

VALVE SIZE

EXISTING/PROPOSED LAWN SPRAY HEAD

EXISTING/PROPOSED HI-POP SPRAY HEAD

EXISTING/PROPOSED LAWN ROTOR

EXISTING/PROPOSED TURF ROTOR

CONTROL WIRE STUB UP LOCATION

SHEET I-101

SHEET I-102

SHEET I-103

SHEET I-104

SHEET I-106

SHEET I-108

SHEET I-110

SHEET I-112

SHEET I-111

SHEET I-109

SHEET I-107

SHEET I-105

Conyers, GA 30094

(770) 929-0884, fax (770) 760-8025

2231 Weatherstone Circle

Consultant Services ENGINEERS & SURVEYORS

3434 Fourth Ave. San Diego CA.

92103-5704 * (619) 299-5550

IRRIGATION NOTES:

1. ALL IRRIGATION EQUIPMENT TO BE INSTALLED IN LANDSCAPE/TURF AREAS.

ANYTHING SHOWN ON PLANS IN HARDSCAPE AREAS (INCLUDING EXISTING

IRRIGATION INFORMATION) IS FOR READABILITY PURPOSES ONLY.

2. IRRIGATION CONTRACTOR MUST STAKE ALL PROPOSED TRENCHLINES IN

GRAVESITE AREAS FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE

BEFORE ANY TRENCHING ACTIVITIES OCCUR.

3. FULL AND COMPLETE COVERAGE IS REQUIRED AS BEST POSSIBLE BY THE

CONTRACTOR. WHERE REPLACING EXISTING IRRIGATION HEADS, THE CONTRACTOR

SHALL MAKE ANY NECESSARY NOZZLE CHANGES TO THE HEAD TO ACHIEVE AS

CLOSE AS POSSIBLE HEAD TO HEAD COVERAGE WHILE NOT THROWING ANY WATER

ONTO HARDSCAPE OR CAUSING WATER DEMAND TO EXCEED THE HYDRAULIC

CAPACITY OF THE PIPE (VELOCITY EXCEEDING 5 FEET PER SECOND). WIND

CONDITIONS MUST BE TAKEN INTO CONSIDERATION

4. REPLACEMENT OF VALVES WILL INCLUDE COMPLETE REPLACEMENT OF THE

COMPLETE VALVE ASSEMBLY (I.E. VALVE BOXES, NIPPLES, FITTINGS, ETC). AND NEW

LATERAL PIPING FROM THE VALVE BOX TO LOCATION OF FIRST LATERAL LINE

FITTING.

5. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO SETUP MANUFACTURER'S

TRAINING (I.E. RAIN BIRD) FOR OPERATION AND MAINTENANCE OF THE COMPLETE

IRRIGATION SYSTEM, INCLUDING CENTRAL CONTROL, TO AT LEAST FOUR NCA

EMPLOYEES.

6. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO REPLACE AND/OR REPAIR

ANY EXISTING IRRIGATION EQUIPMENT DAMAGED DURING NEW CONSTRUCTION.

7. ALL EXISTING IRRIGATION SYSTEM COMPONENTS SHOWN ON PLANS HAVE BEEN

DERIVED FROM AERIAL SURVEY INFORMATION BEING OVERLAID WITH EXISTING

AS-BUILT DRAWINGS. IT IS HIGHLY LIKELY THAT DIFFERENCES WILL EXIST ON SITE

AND IT WILL BE THE RESPONSIBILITY OF THE IRRIGATION INSTALLATION

CONTRACTOR TO VERIFY ALL EXISTING COMPONENTS AT SITE AND ADJUST PLANS

ACCORDINGLY.

8. REFER TO DETAIL SHEETS FOR MORE SPECIFICS ON CENTRAL CONTROL SYSTEM

SETUP, COMMUNICATION, ETC.

9. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO REPAIR/UPGRADE THE

EXISTING BOOSTER PUMP SYSTEM. REFER TO DETAIL SHEETS FOR MORE SPECIFICS

ON THAT SCOPE OF WORK.

10. ANY NEW PIPE/WIRING INSTALLED UNDER EXISTING DRIVE SHALL BE INSTALLED

WITH SCH 40 PVC BORE/SLEEVE AROUND THEM FOR PROTECTION.

11. ALL ROADWAY CROSSING SHALL BE BORE/SLEEVED UNLESS EXISTING

CONDITIONS WILL NOT ALLOW. ONLY THEN SHALL ASPHALT BE CUT/PATCH

REPAIRED. CONTRACTOR TO IDENTIFY THESE LOCATIONS AND SUBMIT TO COTR FOR

APPROVAL PRIOR TO CUTTING ASPHALT.

12. IRRIGATION TWO-WIRE PATH TO BE INSTALLED IN LANDSCAPE/TURF AREAS AT

BACKSIDE OF CURBS IN 1-1/2" SDR 11 HDPE SLEEVING. (REFER TO IRRIGATION

DETAILS N,X,Y). AT SUBMAIN IRRIGATION LINE LOCATIONS, IRRIGATION CONTRACTOR

SHALL PULL SLEEVING INTO SITE AND INTO ELECTRICAL PULL BOXES. FROM THERE

THEY SHALL RUN TWO-WIRE PATH ALONG WITH NEW SUBMAIN LINES TO NEW

REMOTE CONTROL VALVES.

13. ALL EXISTING IRRIGATION PIPES/WIRES THAT ARE BEING

REPLACED/DISCONNECTED SHALL BE CAPPED AND ABANDONED IN PLACE.

RECORD DRAWINGS

r t h e a s t

L o o p

E a s t e r n

D r

Catalina Boulevard

S o u t h e a

S o u t h e a s t

L o o p

S e c o s t

East Portal Loop Dr

W e s t P o r ta l L o o p

D r

Northwest Loop

W e s t e

Third Dr South

F o u rt h

D r

S o u th

S o u t h w e o p

W e s t e

W e s t e r n

D r

W e s t e r n

D r

W e s t e r n

D r

F o u rt h

D r

S o u th

Third Dr South

S e c o n d

D r

E a s t

E a s t e r n

D r

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i u l e v a r d

13.51'

39.22'

52.10'

46.89'

8.86'

29.94'

48.86'

50.96'

15.82'

28.44'

49.63'

53.58'

41.47'

49.79'

85.03'

53.77'

51.71'

54.03'

40.62'

44.87'

49.31'

46.88'

29.88'

Two-Wire Path E

Two-Wire Path E

Two-Wire Path F

Two-Wire Path F

Third Dr South

W e s t e r n

D r

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

13.51'

.2

.1

.8

8.86'

29.94'

.8

.9

15.82'

28.44'

.6

.4

.7

.0

.7

.7

.0

.6

.8

.3

.8

29.88'

Scale: 1"=30'

15' 30' 60' 90'

EXISTING MAINLINE

EXISTING LATERAL LINE

EXISTING PIPE SIZING

PROPOSED MAINLINE ISOLATION VALVE

PROPOSED MAINLINE

PROPOSED LATERAL LINE

PROPOSED PIPE SIZING

PROPOSED DRAIN VALVE

PROPOSED TWO-WIRE PATH

PROPOSED CENTRAL CONTROLLER

PROPOSED LARGER DECODER INTERFACE

PROPOSED SMALL DECODER INTERFACE

PROPOSED WEATHER STATION

PROPOSED VASE WATERING STATION

*FOR GENERAL REFERENCE PURPOSES ONLY REFER TO

IRRIGATION DETAIL SHEETS FOR MORE SPECIFICS

PROPOSED REMOTE CONTROL VALVE

PROPOSED QUICK COUPLING VALVE

IRRIGATION SYMBOLS

PROPOSED QUICK COUPLING VALVE

PROPOSED QUICK COUPLING VALVE

TYPCAL VALVE INDICATOR

GALLONS PER MINUTE

STATION NUMBER

VALVE SIZE

EXISTING/PROPOSED LAWN SPRAY HEAD

EXISTING/PROPOSED HI-POP SPRAY HEAD

EXISTING/PROPOSED LAWN ROTOR

EXISTING/PROPOSED TURF ROTOR

CONTROL WIRE STUB UP LOCATION

SHEET I-101

SHEET I-102

SHEET I-103

SHEET I-104

SHEET I-106

SHEET I-108

SHEET I-110

SHEET I-112

SHEET I-111

SHEET I-109

SHEET I-107

SHEET I-105

Matchline Sheet I-110

M a t c h l i n e

S h e e t

I

Matchline Sheet I-106

Conyers, GA 30094

(770) 929-0884, fax (770) 760-8025

2231 Weatherstone Circle

Consultant Services ENGINEERS & SURVEYORS

3434 Fourth Ave. San Diego CA.

92103-5704 * (619) 299-5550

IRRIGATION NOTES:

1. ALL IRRIGATION EQUIPMENT TO BE INSTALLED IN LANDSCAPE/TURF AREAS.

ANYTHING SHOWN ON PLANS IN HARDSCAPE AREAS (INCLUDING EXISTING

IRRIGATION INFORMATION) IS FOR READABILITY PURPOSES ONLY.

2. IRRIGATION CONTRACTOR MUST STAKE ALL PROPOSED TRENCHLINES IN

GRAVESITE AREAS FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE

BEFORE ANY TRENCHING ACTIVITIES OCCUR.

3. FULL AND COMPLETE COVERAGE IS REQUIRED AS BEST POSSIBLE BY THE

CONTRACTOR. WHERE REPLACING EXISTING IRRIGATION HEADS, THE CONTRACTOR

SHALL MAKE ANY NECESSARY NOZZLE CHANGES TO THE HEAD TO ACHIEVE AS

CLOSE AS POSSIBLE HEAD TO HEAD COVERAGE WHILE NOT THROWING ANY WATER

ONTO HARDSCAPE OR CAUSING WATER DEMAND TO EXCEED THE HYDRAULIC

CAPACITY OF THE PIPE (VELOCITY EXCEEDING 5 FEET PER SECOND). WIND

CONDITIONS MUST BE TAKEN INTO CONSIDERATION

4. REPLACEMENT OF VALVES WILL INCLUDE COMPLETE REPLACEMENT OF THE

COMPLETE VALVE ASSEMBLY (I.E. VALVE BOXES, NIPPLES, FITTINGS, ETC). AND NEW

LATERAL PIPING FROM THE VALVE BOX TO LOCATION OF FIRST LATERAL LINE

FITTING.

5. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO SETUP MANUFACTURER'S

TRAINING (I.E. RAIN BIRD) FOR OPERATION AND MAINTENANCE OF THE COMPLETE

IRRIGATION SYSTEM, INCLUDING CENTRAL CONTROL, TO AT LEAST FOUR NCA

EMPLOYEES.

6. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO REPLACE AND/OR REPAIR

ANY EXISTING IRRIGATION EQUIPMENT DAMAGED DURING NEW CONSTRUCTION.

7. ALL EXISTING IRRIGATION SYSTEM COMPONENTS SHOWN ON PLANS HAVE BEEN

DERIVED FROM AERIAL SURVEY INFORMATION BEING OVERLAID WITH EXISTING

AS-BUILT DRAWINGS. IT IS HIGHLY LIKELY THAT DIFFERENCES WILL EXIST ON SITE

AND IT WILL BE THE RESPONSIBILITY OF THE IRRIGATION INSTALLATION

CONTRACTOR TO VERIFY ALL EXISTING COMPONENTS AT SITE AND ADJUST PLANS

ACCORDINGLY.

8. REFER TO DETAIL SHEETS FOR MORE SPECIFICS ON CENTRAL CONTROL SYSTEM

SETUP, COMMUNICATION, ETC.

9. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO REPAIR/UPGRADE THE

EXISTING BOOSTER PUMP SYSTEM. REFER TO DETAIL SHEETS FOR MORE SPECIFICS

ON THAT SCOPE OF WORK.

10. ANY NEW PIPE/WIRING INSTALLED UNDER EXISTING DRIVE SHALL BE INSTALLED

WITH SCH 40 PVC BORE/SLEEVE AROUND THEM FOR PROTECTION.

11. ALL ROADWAY CROSSING SHALL BE BORE/SLEEVED UNLESS EXISTING

CONDITIONS WILL NOT ALLOW. ONLY THEN SHALL ASPHALT BE CUT/PATCH

REPAIRED. CONTRACTOR TO IDENTIFY THESE LOCATIONS AND SUBMIT TO COTR FOR

APPROVAL PRIOR TO CUTTING ASPHALT.

12. IRRIGATION TWO-WIRE PATH TO BE INSTALLED IN LANDSCAPE/TURF AREAS AT

BACKSIDE OF CURBS IN 1-1/2" SDR 11 HDPE SLEEVING. (REFER TO IRRIGATION

DETAILS N,X,Y). AT SUBMAIN IRRIGATION LINE LOCATIONS, IRRIGATION CONTRACTOR

SHALL PULL SLEEVING INTO SITE AND INTO ELECTRICAL PULL BOXES. FROM THERE

THEY SHALL RUN TWO-WIRE PATH ALONG WITH NEW SUBMAIN LINES TO NEW

REMOTE CONTROL VALVES.

13. ALL EXISTING IRRIGATION PIPES/WIRES THAT ARE BEING

r t h e a s t

L o o p

E a s t e r n

D r

Catalina Boulevard

S o u t h e a

S o u t h e a s t

L o o p

S e c o s t

East Portal Loop Dr

W e

P r t a l

L o o p

D r

Northwest Loop

W e s t e

Third Dr South

F o u rt h

D r

S o u th

S o u t h w e o p

W e s t e

W e s t e r n

D r

W e s t e r n

D r

W e s t e r n

D r

F o u rt h

D r

S o u th

Third Dr South

S e c o n d

D r

E a s t

E a s t e r n

D r

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

C a t a l i u l e v a r d

60.20'

200.32'

17.30'

.5

2" EXISTING

REPLACED W/3"

84.39'

18.10'

40.34'

.4

.1

.7

.5

.5

.7

.3

.7

.5

.8

Two-Wire Path C

Two-Wire Path C

Two-Wire Path C

Two-Wire Path C

Third Dr South

S e c o n d

D r

E a s t

C a t a l i n a

B o u l e v a r d

C a t a l i n a

B o u l e v a r d

Existing Hose

Bib, not to be replaced/disturbed

.2

.3

17.30'

2" EXISTING

REPLACED W/3"

84.39'

18.10'

40.34'

Matchline Sheet I-107

Matchline Sheet I-111

M a t c h l i n e

S h e e t

I

Scale: 1"=30'

15' 30' 60' 90'

EXISTING MAINLINE

EXISTING LATERAL LINE

EXISTING PIPE SIZING

PROPOSED MAINLINE ISOLATION VALVE

PROPOSED MAINLINE

PROPOSED LATERAL LINE

PROPOSED PIPE SIZING

PROPOSED DRAIN VALVE

PROPOSED TWO-WIRE PATH

PROPOSED CENTRAL CONTROLLER

PROPOSED LARGER DECODER INTERFACE

PROPOSED SMALL DECODER INTERFACE

PROPOSED WEATHER STATION

PROPOSED VASE WATERING STATION

*FOR GENERAL REFERENCE PURPOSES ONLY REFER TO

IRRIGATION DETAIL SHEETS FOR MORE SPECIFICS

PROPOSED REMOTE CONTROL VALVE

PROPOSED QUICK COUPLING VALVE

IRRIGATION SYMBOLS

PROPOSED QUICK COUPLING VALVE

PROPOSED QUICK COUPLING VALVE

TYPCAL VALVE INDICATOR

GALLONS PER MINUTE

STATION NUMBER

VALVE SIZE

EXISTING/PROPOSED LAWN SPRAY HEAD

EXISTING/PROPOSED HI-POP SPRAY HEAD

EXISTING/PROPOSED LAWN ROTOR

EXISTING/PROPOSED TURF ROTOR

CONTROL WIRE STUB UP LOCATION

SHEET I-101

SHEET I-102

SHEET I-103

SHEET I-104

SHEET I-106

SHEET I-108

SHEET I-110

SHEET I-112

SHEET I-111

SHEET I-109

SHEET I-107

SHEET I-105

Conyers, GA 30094

(770) 929-0884, fax (770) 760-8025

2231 Weatherstone Circle

Consultant Services ENGINEERS & SURVEYORS

3434 Fourth Ave. San Diego CA.

92103-5704 * (619) 299-5550

IRRIGATION NOTES:

1. ALL IRRIGATION EQUIPMENT TO BE INSTALLED IN LANDSCAPE/TURF AREAS.

ANYTHING SHOWN ON PLANS IN HARDSCAPE AREAS (INCLUDING EXISTING

IRRIGATION INFORMATION) IS FOR READABILITY PURPOSES ONLY.

2. IRRIGATION CONTRACTOR MUST STAKE ALL PROPOSED TRENCHLINES IN

GRAVESITE AREAS FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE

BEFORE ANY TRENCHING ACTIVITIES OCCUR.

3. FULL AND COMPLETE COVERAGE IS REQUIRED AS BEST POSSIBLE BY THE

CONTRACTOR. WHERE REPLACING EXISTING IRRIGATION HEADS, THE CONTRACTOR

SHALL MAKE ANY NECESSARY NOZZLE CHANGES TO THE HEAD TO ACHIEVE AS

CLOSE AS POSSIBLE HEAD TO HEAD COVERAGE WHILE NOT THROWING ANY WATER

ONTO HARDSCAPE OR CAUSING WATER DEMAND TO EXCEED THE HYDRAULIC

CAPACITY OF THE PIPE (VELOCITY EXCEEDING 5 FEET PER SECOND). WIND

CONDITIONS MUST BE TAKEN INTO CONSIDERATION

4. REPLACEMENT OF VALVES WILL INCLUDE COMPLETE REPLACEMENT OF THE

COMPLETE VALVE ASSEMBLY (I.E. VALVE BOXES, NIPPLES, FITTINGS, ETC). AND NEW

LATERAL PIPING FROM THE VALVE BOX TO LOCATION OF FIRST LATERAL LINE

FITTING.

5. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO SETUP MANUFACTURER'S

TRAINING (I.E. RAIN BIRD) FOR OPERATION AND MAINTENANCE OF THE COMPLETE

IRRIGATION SYSTEM, INCLUDING CENTRAL CONTROL, TO AT LEAST FOUR NCA

EMPLOYEES.

6. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO REPLACE AND/OR REPAIR

ANY EXISTING IRRIGATION EQUIPMENT DAMAGED DURING NEW CONSTRUCTION.

7. ALL EXISTING IRRIGATION SYSTEM COMPONENTS SHOWN ON PLANS HAVE BEEN

DERIVED FROM AERIAL SURVEY INFORMATION BEING OVERLAID WITH EXISTING

AS-BUILT DRAWINGS. IT IS HIGHLY LIKELY THAT DIFFERENCES WILL EXIST ON SITE

AND IT WILL BE THE RESPONSIBILITY OF THE IRRIGATION INSTALLATION

CONTRACTOR TO VERIFY ALL EXISTING COMPONENTS AT SITE AND ADJUST PLANS

ACCORDINGLY.

8. REFER TO DETAIL SHEETS FOR MORE SPECIFICS ON CENTRAL CONTROL SYSTEM

SETUP, COMMUNICATION, ETC.

9. IRRIGATION CONTRACTOR WILL BE RESPONSIBLE TO REPAIR/UPGRADE THE

EXISTING BOOSTER PUMP SYSTEM. REFER TO DETAIL SHEETS FOR MORE SPECIFICS

ON THAT SCOPE OF WORK.

10. ANY NEW PIPE/WIRING INSTALLED UNDER EXISTING DRIVE SHALL BE INSTALLED

WITH SCH 40 PVC BORE/SLEEVE AROUND THEM FOR PROTECTION.

11. ALL ROADWAY CROSSING SHALL BE BORE/SLEEVED UNLESS EXISTING

CONDITIONS WILL NOT ALLOW. ONLY THEN SHALL ASPHALT BE CUT/PATCH

REPAIRED. CONTRACTOR TO IDENTIFY THESE LOCATIONS AND SUBMIT TO COTR FOR

APPROVAL PRIOR TO CUTTING ASPHALT.

12. IRRIGATION TWO-WIRE PATH TO BE INSTALLED IN LANDSCAPE/TURF AREAS AT

BACKSIDE OF CURBS IN 1-1/2" SDR 11 HDPE SLEEVING. (REFER TO IRRIGATION

DETAILS N,X,Y). AT SUBMAIN IRRIGATION LINE LOCATIONS, IRRIGATION CONTRACTOR

SHALL PULL SLEEVING INTO SITE AND INTO ELECTRICAL PULL BOXES. FROM THERE

THEY SHALL RUN TWO-WIRE PATH ALONG WITH NEW SUBMAIN LINES TO NEW

REMOTE CONTROL VALVES.

13. ALL EXISTING IRRIGATION PIPES/WIRES THAT ARE BEING