36C78618R0269-007.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

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

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

9.41'

12.44'

51.23'

.8

.0

.4

.4

.9

.2

.1

.7

10.86'

.0

.2

.6

9.41'

47.87'

50.84'

37.79'

49.75'

102.33'

46.73'

46.61' 52.80'

19.18'

Two-Wire Path C

Two-Wire Path C

Two-Wire Path E

Two-Wire Path E

Two-Wire Path F

Two-Wire Path F

#3

F o u r h

S u t h

W e s t e

F o u r u t h

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

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

9.41'

12.44'

51.23'

10.86'

.8

.8

.7

.7

.3

46.7 3'

46.61'

52.8 0'

19.18'

Matchline Sheet I-108

Matchline Sheet I-112

M a t c h l i e e

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 in

S o u t h e a s t

L o o p

S e c o

E s t

East Portal Loop Dr

W e s t

P o r t a l

L o p

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

1-1/2" CONDUIT

& CONTROL WIRE

ARV

NEW 3" G/V

& (2) RCV

C

L

C

L

.8

81.45'

14.24'

104.47'

64.90'

4.56'

.4

.5

.9

.2

56.64'

.0

.4

29.32'

3" CONDUIT

FOR W.S.

4" MAIN

3" MAIN

Weather Station #2

Two-Wire Path C

Two-Wire Path C

Two-Wire Path C

Two-Wire Path C

S o u t h e a s t

L o o p

F o u r u t h

F o u r u t h

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

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

1-1/2" CONDUIT

& CONTROL WIRE

ARV

NEW 3" G/V

& (2) RCV

C

L

C

L

14.24'

64.90'

4.56'

56.64'

29.32'

3" CONDUIT

FOR W.S.

4" MAIN

3" MAIN

Matchline Sheet I-109

Matchline Sheet I-112

M a t c h l i e

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

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 i

S o u t h e a s t

L o o p

S e c o

E a s t

East Portal Loop Dr

W e

P r t a l

L o p

Northwest

Loop

W e s t e r n

D r

Third Dr

South

F o u r th

D r

S o u t h

S o u t h w e s t

L o o p

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

W e s t e r n

D r

F o u r th

D r

S o u t h

Third Dr

South

S e c o

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 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 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

.5

.7

.6

.5

.7

.0

.5

.7

.4

.5

.6

.1

91.64'

.6

.6

.3

.1

.1

.5

.7

C o n d u it

3" Sub Main

ARV

Weather Station #4

Two-Wire Path E

Two-Wire Path E

Two-Wire Path F

W e s t e r n

D r

S o u t h w e s t

L o o p

C a t a l i n a

B o u l e v a r d

.6

C n d u i t

3" Sub Main

ARV

Matchline Sheet I-110

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-111

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

THRUST BLOCKING

NTS

D

QUICK COUPLING VALVE

NTS

C

ISOLATION GATE VALVE

NTS

A

Y

X

OO

THRUST BLOCK SURFACE AREA (SF) AGAINST UNDISTURBED SOIL (X x Y) - (SF)

3' MAX

40 +/- 5 o o

NOTES:

1. INSTALL AND TEST MAINLINE ACCORDING TO MANUFACTURER'S

INSTALLATION SPECIFICATIONS.

2. REFER TO SPECIFICATIONS FOR ALL TRENCH DEPTHS AND WIDTHS.

3. USE NO. 4 REBAR WITH MASTIC COATING WHERE PIPE MUST BE

ANCHORED TO THRUST BLOCK

4. INSTALL THRUST BLOCK SO THE HORIZONTAL (X) AND VERTICAL (Y)

DIMENSIONS OF THE THRUST BLOCK ARE APPROXIMATELY EQUAL.

5. INSTALL THRUST BLOCK WITH A MINIMUM THICKNESS FROM THE PIPE TO

THE UNDISTURBED SOIL OF TWO TIMES THE DIAMETER OF THE PIPE.

6. THRUST BLOCK SIZING ASSUMES A MAXIMUM OPERATING PRESSURE OF

100 PSI, A MAXIMUM VELOCITY OF 5 FEET PER SECOND, AND A SOIL

BEARING CAPACITY OF 1000 LBS/FT2.

14.17

10.08

6.48

3.82

1.75

1.071.57

2.48

5.40

5.18

14.25

20.0410.85

7.71

4.97

2.92

1.35

0.820.42

0.68

1.49

2.53

3.93

5.532.78

1.98

1.27

0.75

0.35

0.21

12"

10"

8"

6"

4"

3"

TEE OR

DEAD END (SF)

90 BEND

(SF)

45 BEND

(SF)

BEND (SF)

BEND (SF)

FITTING

SIZE

NOTES:

1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO

NOMINAL QUICK COUPLING VALVE INLET SIZE.

ALLOWABLE ANGLE

PVC MAINLINE PIPE

PVC SCH. 40 TEE OR EL

1-INCH PRE-FABRICATED SWING JOINT

12-INCH LAY LENGTH

MIPT = MPT

PVC SHC. 40 COUPLING

PVC SCH. 80 NIPPLE

(2-INCH)

HARCO QUICK COUPLER ANCHOR

VALVE BOX WITH BLACK COVER

QUICK COUPLING VALVE

FINISH GRADE/TOP OF MULCH

CONCRETE SUPPORT BLOCK

USE A MINIMUM OF 3 CUBIC

FEET OF CONCRETE

NOTES:

1. NOMINAL SIZE OF GATE VALVE TO MACH NOMINAL MAINLINE SIZE.

2. INSTALL A 4-INCH THICK CONCRETE PAD BELOW VALVE WITH NO. 4 REBAR WHEN USING PUSH ON

TYPE VALVES.

3. RESILIENT WEDGE GATE VALVE MAY HAVE EITHER MECHANICAL JOINT OR PUSH-ON

GASKETED ENDS. THE OPERATOR IS A WRENCH NUT.

4. ANCHOR ISOLATION VALVE TO CONCRETE BY BENDING REBAR OVER EACH END OF

VALVE AND EXTENDING A MINIMUM OF 6-INCHES INTO CONCRETE SUPPORT BLOCK.

5. WRAP VALVE ENDS AND BODY IN 3 MIL. PLASTIC PRIOR TO POURING CONCRETE

6. CONCRETE SUPPORT BLOCK IS TO BE POURED UNDER ISOLATION GATE VALVE.

ONLY THE BOTTOM OF THE ISOLATION GATE VALVE TO BE IN CONTACT WITH

CONCRETE.

7. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT

TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX.

8. LABEL VALVE BOX COVER PER SPECIFICATIONS.

9. ISOLATION VALVES TO BE INSTALLED WITH EXPANSION RESTRAINTS.

PVC MAINLINE

#4 REBAR, TWO BARS WRAPPED OVER

VALVE AND SECURED BY CONCRETE

BLOCK

3 MIL PLASTIC WRAP

WITH TAPED ENDS

RESILIENT WEDGE GATE VALVE

CONFORMING TO AWWA C-409

STANDARDS (SEE SPECIFICATIONS)

FULL BRICKS (CONTINUOUS END TO END

AROUND BOTTOM OF VALVE BOX)

FILTER FABRIC

8-INCH CORRUGATED POLYETHYLENE PIPE

OR CLASS 200 PVC PIPE

VALVE BOX WITH BLACK COVER

(TO BE TRAFFIC RATED VALVE BOX

AND COVER IF IN PAVED AREAS).

FINISH GRADE (EITHER LANDSCAPE

OR ROADWAY)

REMOTE CONTROL VALVE

NTS

B

3" MIN/5" MAX

NOTES:

1. USE VALVE BOX EXTENSIONS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE

ASSEMBLY.

2. NORMAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE

SOLENOID VALVE (SIZED AS SHOWN).

3. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING PVC SCH. 40 SOLVENT WELD

FITTINGS DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY.

4. INSTALL PRESSURE REGULATOR ON ALL REMOTE CONTROL VALVES. SET PRESSURE

MODULE TO INDICATED PRESSURE ON LEGEND PER MANUFACTURER'S RECOMMENDATIONS.

5. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE

FABRIC TO PIPE AND VALVE BOX.

6. UTILIZE VALVE ID TAGS AS PER SPECIFICATIONS.

7. DO NOT ALLOW VALVE BOX SIDES TO REST ON PIPE.

8. POSITION VALVE BOX OVER VALVE TO ALLOW OPERATION OF SOLENOID AND BALL VALVES.

PVC SCH. 40 MALE ADAPTER

3.0-INCH MINIMUM DEPTH OF

3/4-INCH WASHED GRAVEL

PVC SCH. 80 CLOSE NIPPLE

PVC SCH. 40 UNION

PVC SC.. 80 NIPPLE (2-INCH

LENGTH, HIDDEN)

AND PVC SCH. 80 EL

PVC MAINLINE

PVC SCH. 40 TEE OR EL

FULL BRICKS (CONTINUOUS END TO

END AROUND BOTTOM OF

VALVE BOX).

SOLVENT WELD NIPPLE

(LENGTH AS REQUIRED)

PVC SCH. 40 EL 9LP x 5LP

PVC SCH. 80 TOE NIPPLE

(LENGTH AS REQUIRED)

FILTER FABRIC

PLASTIC VALVE BOX

SUPER JUMBO SIZE

(RECTANGULAR)

PVC TRUE UNION BALL VALVE

REMOTE CONTROL VALVE

BRASS TYPE WITH PRESSURE

REGULATION DEVICE

FINISH GRADE

ID TAG

WATER PROOF CONNECTION

3M DBR/Y-6 (600 VOLT)

SINGLE STATION FIELD

DECODER

TWO-WIRE CABLE TO NEXT

DEVICE

SHALL BE SCH 80 PVC FULL PORT BALL VALVES.

NOTE: ISOLATION VALVES FOR 3/4" MAINLINE TO VASE WATER STATIONS

ALL CONNECTION INTO LOOPED MAINLINE TO BE MADE WITH HARCO DUCTILE IRON

FITTINGS UTILIZING MECHANICAL JOINTS WITH THRUST BLOCKING AND RESTRAINTS.

NOTE: AIR/VACUUM RELIEF VALVES ARE SHOWN ON PLANS

FOR REFERENCE PURPOSES ONLY. IRRIGATION

CONTRACTOR SHALL VERIFY ALL LOOPED MAINLINE HIGH

POINTS AT SITE AND INSTALL AIR/VACUUM RELIEF VALVES IN

THOSE LOCATIONS.

NOTE: EACH WEATEHR STATION WILL REQUIRE PHONE

CONNECTION WITH DIAL TONE FOR USE OF SHORT HAUL

MODEM FOR CONNECTION TO CENTRAL CONTROL SYSTEM.

NOTES:

ALL CENTRAL CONTROL EQUIPMENT TO BE INSTALLED AS PER

CONTROLLER MANUFACTURER'S SPECIFICATIONS. ALSO, FLOW

SENSOR/MASTER VALVE SHALL BE INSTALLED AS PER

MANUFACTURER'S SPECIFICATIONS AND IN A WAY THAT WILL NOT

CAUSE ANY PUMP CYCLING.

IRRIGATION CONTRACTOR TO PROVIDE OWNER WITH (2) FREEDOM

HANDHELD UNITS AT COMPLETION OF PROJECT, INCLUDING

TRAINING ON HOW TO PROPERLY USE THE EQUIPMENT.

IRRIGATION SYSTEM COMMUNICATION:

CENTRAL CONTROL TO LDI/SDI - HARDWIRE

CENTRAL CONTROL TO WEATHER STATIONS - SHORT HAUL MODEM

THIRD PARTY TO CENTRAL CONTROL - VPN (I.E. PC ANYWHERE)

NOTE: CENTRAL CONTROL COMPUTER WILL REQUIRE ETHERNET

CONNECTION AND DIAL UP PHONE MODEM (WITH PHONE LINE

CONNECTION).

CONTRACTOR SHALL CONTACT LOCAL RAIN BIRD REPRESENTATIVE

TO VERIFY THAT ALL REQUIRED EQUIPMENT IS INCLUDED WITH BID

AND INSTALLED AT SITE.

NOTE:

REFER TO SHEET I-16 FOR ADDITIONAL IRRIGATION

CONTRACTOR SCOPE OF WORK RESPONSIBILITIES.

#3,#5 FS300P (3")

#2,#4 FS400P (4")

#1 DUAL, FS350SS AND FS150B (4"/1-1/2"

SIZESENSOR #

RAIN BIRD FLOW SENSOR, DETAIL-U. REFER TO CHART BELOW:

RAIN BIRD WEATHER STATION, MODEL #WS-PRO2 SERIES. DETAIL-T.

STATION #1: ZONES 1-89, 204-206, NORTH COLUMBARIUM

STATION #2: ZONES 90-203

STATION #3: ZONES 301-378

STATION #4: ZONES 379-472

2" AIR/VACUUM RELIEF VALVE. INSTALLED AT HIGH POINTS OF IRRIGATION

MAINLINE LOOP. DETAIL-L.

TWO-WIRE CABLE PATH DOWN ROADWAY. REFER TO NOTES ON PLANS

AND DETAILS-N,X,Y.

VASE WATERING STATION. DETAILS-V,W.

MAINLINE PIPE: 3" SIZE IF NOT NOTED. SCH 40 PVC (SOLVENT WELD). THRUST BLOCK

AS PER MANUFACTURER'S RECOMMENDATIONS FOR PIPE TYPE, PIPE SIZE, AND

LOCAL ENVIRONMENTAL CONDITIONS.

RAIN BIRD SITE CONTROL CENTRAL LARGE DECODER INTERFACE (LDI) FOR

CONTROL OF THE EAST PORTION OF THE SITE (STATIONS 1-250). DETAIL-R.

LDI SHALL COMMUNICATE WITH THE SITE CONTROL CENTRAL CONTROL

SYSTEM VIA HARDWIRE.

RAIN BIRD SITE CONTROL CENTRAL SMALL DECODER INTERFACE (SDI) FOR

CONTROL OF THE WEST PORTION OF THE SITE (STATIONS 300-500). DETAIL-R.

SDI SHALL COMMUNICATE WITH THE SITE CONTROL CENTRAL CONTROL

SYSTEM VIA SPECTRUM RADIO.

RAIN BIRD SITE CONTROL CENTRAL CONTROL UNIT (MODEL #SCON).

IRRIGATION CONTRACTOR SHALL PROVIDE CENTRAL CONTROL SOFTWARE,

INCLUDING ALL FEATURE OPTIONS. IRRIGATION CONTRACTOR SHALL ALSO

PROVIDE COMPUTER FOR CENTRAL CONTROL SYSTEM (COMPUTER TO MEET

ALL SYSTEM REQUIREMENTS OF CENTRAL CONTROL SOFTWARE

MANUFACTURER, INCLUDING COMMUNICATIONS OPTIONS).

IRRIGATION SLEEVE: SCH 40 PVC, SIZE NOTED ON PLAN. DETAIL-H.

LATERAL LINE PIPE: SCH 40 PVC (SOLVENT WELD), SIZE NOTED.

3" ELECTRICAL CONDUIT SLEEVE.

IRRIGATION LEGEND

2" MANUAL DRAIN VALVE. SCH 80 PVC BALL VALVE. DETAIL-J.

MOUNTED WITH SCH 80 PVC BALL VALVE WITH PRESSURE REGULATION

RAIN BIRD 100-EFB-CP-PRS BRASS ELECTRIC REMOTE CONTROL VALVE, 1" SIZE,

DEVICES, DETAIL-B,Q.

RAIN BIRD 150-EFB-CP-PRS OR 200-EFB-CP-PRS BRASS ELECTRIC REMOTE

CONTROL VALVE, 11/2" OR 2" SIZE, MOUNTED WITH SCH 80 PVC BALL VALVE WITH

PRESSURE REGULATION DEVICES, DETAIL-B,Q.

NOTES:

1. ALL SPRINKLERS WILL BE MOUNTED ON (3) MARLEX STREET ELLS WITH A

SCHED. 80 NIPPLE SIZE OF SPRINKLER INLET.

2. CONTRACTOR TO UTILIZE A AUTOMATIC DRAIN CHECK VALVE DEVICE

WHERE LOW HEAD DRAINAGE MAY OCCUR.

3. TWO-WIRE CABLE TO BE SIZE AS PER MANUFACTURER'S SPECIFICATIONS.

4. ALL PIPING AND WIRING UNDER HARDTOPS WILL BE IN CLASS SCH 40 PVC

PIPE SLEEVE.

5. LSP-1 SURGE ARRESTOR TO BE INSTALLED EVERY 500 FT ALONG TWO-

WIRE PATH. DETAILS-O,P,U.

6. LSP-1 SURGE ARRESTOR TO BE INSTALLED AT END OF WIRE RUN THAT

TERMINATES IN THE FIELD (STAR CONFIGURATION). DETAILS, O,P,U.

7. ALL GROUNDING AND SURGE PROTECTION TO BE INSTALLED AS PER

MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS.

MAINLINE ISOLATION GATE VALVE, DOMESTIC DUCTILE IRON GASKETED, DETAIL-A.

KEYS AND MATCHING HOSE SWIVELS. DETAIL-C.

VALVE SIZE

STATION NUMBER

TYPICAL VALVE INDICATOR

GALLONS PER MIN.

RAIN BIRD #5 QUICK COUPLING VALVE 1" SIZE. CONTRACTOR TO SUPPLY TWO QCV

FULL BRICKS (CONTINUOUS END TO

END AROUND BOTTOM OF

VALVE BOX).

RAIN BIRD 1806-SAM-PRS, 6" POP-UP LAWN SPRAY SPRINKLER, 12' RADIUS, FULL-2.6 GPM, HALF-1.3 GPM, QUARTER-0.65 GPM, 30 PSI. DETAIL-F.

RAIN BIRD 1806-SAM-PRS, 6" POP-UP LAWN SPRAY SPRINKLER, 15' RADIUS, FULL-3.7 GPM, HALF-1.85 GPM, QUARTER-0.92 GPM, 30 PSI. DETAIL-F.

RAIN BIRD 1806-SAM-PRS, 6" LAWN POP-UP SIDE STRIP SPRAY SPRINKLER, 9' X 18' RADIUS,

1.73 GPM, 30 PSI. DETAIL-F.

RAIN BIRD 1806-SAM-PRS, 6" LAWN SIDE STRIP SPRAY SPRINKLER, 4' X 30' RADIUS, 1.21 GPM, 30 PSI. DETAIL-F.

RAIN BIRD 1806-SAM-PRS, 6" LAWN END STRIP SPRAY SPRINKLER, 4' X 15' RADIUS, 0.61 GPM, 30 PSI. DETAIL-F.

RAIN BIRD 1812-SAM-PRS, 12" HI-POP SHRUB SPRAY SPRINKLER, 15' RADIUS, FULL-3.7 GPM, HALF-1.85 GPM, QUARTER-0.92 GPM, THREE QUARTER-2.78 GPM, 30 PSI. DETAIL-G.

RAIN BIRD 1812-SAM-PRS, 12" HI-POP SHRUB SPRAY SPRINKLER, 12' RADIUS, FULL-2.6 GPM, 30 PSI. DETAIL-G.

RAIN BIRD 1812-SAM-PRS, 12" HI-POP SHRUB SIDE STRIP SPRAY SPRINKLER, 9' X 18' RADIUS,

1.73 GPM, 30 PSI. DETAIL-G.

RAIN BIRD 1812-SAM-PRS, 12" HI-POP SHRUB SIDE STRIP SPRAY SPRINKLER, 4' X 30' RADIUS,

1.21 GPM, 30 PSI. DETAIL-G.

RAIN BIRD 1812-SAM-PRS, 12" HI-POP SHRUB END STRIP SPRAY SPRINKLER, 4' X 15' RADIUS,

0.61 GPM, 30 PSI. DETAIL-G.

RAIN BIRD 5006-P-SAM-4-SS LAWN ROTOR, 45' RADIUS, 5.27 GPM, 55 PSI. TO BE INSTALLED

WITH STAINLESS STEEL RISER. UTILIZE LASCO 3/4" UNITIZED SWING JOINT. DETAIL-K.

RAIN BIRD 8005-SS-12, WITH #12 NOZZLE, LARGE TURF CLOSED CASE ROTOR, FULL CIRCLE

ARC, 59' RADIUS @ 12.0 GPM, 60 PSI, RUBBER COVER, STAINLESS STEEL RISER, UTILIZE

LASCO 1" UNITIZED SWING JOINTS, DETAIL-K.

EXISTING LAWN SPRAY HEAD. TO BE REPLACED WITH RAIN BIRD 1806 SERIES SPRAY HEAD

(SEE BELOW).

EXISTING SMALL TURF ROTOR. TO BE REPLACED WITH RAIN BIRD 5005 SERIES ROTOR (SEE

BELOW).

EXISTING LARGE TURF ROTOR. TO BE REPLACED WITH RAIN BIRD 8005 SERIES ROTOR (SEE

BELOW).

EXISTING HI-POP SHRUB SPRAY HEAD. TO BE REPLACED WITH RAIN BIRD 1812 SERIES

SPRAY HEAD (SEE BELOW).

RAIN BIRD 5006-P-SAM-4-SS LAWN ROTOR, 30' RADIUS, 2.6 GPM, 45-55 PSI. TO BE INSTALLED

WITH STAINLESS STEEL RISER. UTILIZE LASCO 3/4" UNITIZED SWING JOINT. DETAIL-K.

RAIN BIRD 8005-SS-12, WITH #12 NOZZLE, LARGE TURF CLOSED CASE ROTOR, PART CIRCLE

ARC, 59' RADIUS @ 12.0 GPM, 60 PSI, RUBBER COVER, STAINLESS STEEL RISER, UTILIZE

LASCO 1" UNITIZED SWING JOINTS, DETAIL-K.

EXISTING/REPLACEMENT/NEW IRRIGATION HEADS

NOTE:

WHEN REPLACING EXISTING HEADS, INSTALLATION CONTRACTOR SHALL UTILIZE NOZZLES

THAT BEST FIT THE EXISTING SITE CONDITIONS WHILE PROVIDE AS CLOSE TO HEAD TO

HEAD COVERAGE AS POSSIBLE WITHOUT THROWING WATER ALL OVER HARDSCAPE

(WALLS, WALKS, DRIVES, ETC).

INDICATES LOCATION WHERE IRRIGATION CONTRACTOR SHALL STUB UP 36" OF

2-WIRE CONTROL WIRE LOOP IN 10" ROUND VALVE BOX.

NOTE:

GPM LISTED ON PLANS IS PER AS-BUILT DRAWINGS - ACTUAL GPM

AFTER INSTALLATION OF NEW HEADS WILL VARY, GENERALLY

RESULTING IN A LOWER FLOW ZONE. IRRIGATION CONTRACTOR

SHALL LIST ACTUAL GPM OF EACH ZONE ON AS-BUILT DRAWINGS

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

NIBCO T580 BRASS

NIBCO T580 BRASS

NIBCO T580 BRASS

WIRE SPLICES

1/2"

STRIP WIRES APPROXIMATELY 1/2" FROM ENDS

AND TWIST ENDS TOGETHER.

NOTE: FOR WIRE SIZES #14, #12 AND #10.

STRAP TOP TO

CONNECTOR.

5STEP4STEP

TWIST WIRE NUT ONTO WIRE ENDS.

STEP 2

STEP 3

INTO CONNECTOR

PUSH WIRE NUT

PAST TABS.

TABS

STEP

TRENCHING

NTS

E

NTS

H

NOMINAL

PIPE SIZE

(INCHES)

NOTES:

1. PROVIDE RESTRAINED CASING SPACERS AT ALL PIPE BELL

JOINTS AND NO MORE THAN 10' APART PER CASING SPACER

MANUFACTURER'S RECOMMENDATIONAL.

2. BLOW SAND IN ENDS OF SLEEVE TO SEAL SLEEVE ENDS.

12" MIN

FINISH GRADE

SEE

SPECIFICATIONS

SEE

SPECIFICATIONS

EDGE OF

PAVEMENT

COMPACTED BACKFILL

CONTROL WIRE

MAINLINE PIPE

LATERAL PIPE

MAINLINE

1" PVC NIPPLE (TYP.)

J

NTS

MANUAL DRAIN VALVE

2" SCH 80 PVC BALL VALVE

SLEEVING

RESTRAINING RODS/NUTS

RESTRAINER BODY

CLAMPING BLOTS/NUTS

CL20D PVC MAINLINE PIPE

RUNNER SUPPORTS

RUNNERS

PVC SLEEVE

30.0

24.0

20.0

16.0

14.0

MINIMUM CASING

SLEEVE SIZE

(INCHES)

FINISH GRADE

10" CARSON VALVE BOX

2 CUBIC FEET

1/2"-3/4" CRUSHED STONE

G

NTS

SHRUB SPRAY HEAD

F

NTS

LAWN SPRAY HEAD

STREET ELLS

(2) 1/2" MARLEX

(1) 1/2" MARLEX STREET ELL

GRADE

FINISH

LATERAL LINE

6" POP-UP SPRAY HEAD

PVC NIPPLE

1/2" X 8" SCH. 80

1/2" X 8" SCH. 80

12" HI-POP SERIES HEAD

LATERAL LINE

PVC NIPPLE

(2) 1/2" MARLEX

STREET ELLS

(1) 1/2" MARLEX STREET ELL

FINISH

GRADE

AIR-VACUUM RELIEF VALVE

NTS

L

TURF ROTOR

NTS

K oo oo

40 +/- 5

NOTES:

1. INSTALL VALVE BOX SO THERE IS A CLEARANCE OF 2" BETWEEN THE BOTTOM

OF THE VALVE BOX AND THE MAINLINE PIPE.

2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE

TO SECURE FABRIC TO PIPE AND VALVE BOX.

3 LABEL VALVE BOX COVER PER SPECIFICATIONS.

DUCTILE IRON SERVICE TEE

PVC MAINLINE PIPE

FILTER FABRIC

PVC SCH. 80 NIPPLE

(LENGTH AS REQUIRED)

PVC SCH. 40 BALL VALVE

(SIZE 2-INCH)

PVC SCH. 80 NIPPLE

(LENGTH AS REQUIRED)

3"MIN/5"MAX

CONTINUOUS ACTING

AIR VACUUM RELIEF VALVE,

(SIZE 2-INCH)

FINISH GRADE

VALVE BOX WITH

GREEN COVER

NOTES:

1. INSTALL SWING JOINT LAY ARM BETWEEN 30 AND 45 OF LATERAL PIPE IN

ORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE

INSTALLED AT SPECIFIED ANGLE. CONSULT RESIDENT ENGINEER PRIOR TO

INSTALLATION OF SWING JOINT.

ALLOWABLE ANGLE

PVC LATERAL PIPE

PVC SCH. 40 TEE OR EL

1-INCH (LARGE ROTOR) OR 3/4-INCH (SMALL

ROTOR) PRE-FABRICATED SWING

JOINT, 12- INCH LAY LENGTH

MPT=MIPT

PVC SCH. 40 COUPLING

PVC SCH. 80 NIPPLE

(2-INCH)

POP-UP ROTOR SPRINKLER

FINISH GRADE/TOP OF MULCH

3M DBR/Y-6 (600 VOLT)

FULL BRICKS (CONTINUOUS END TO END

AROUND BOTTOM OF VALVE BOX)

FULL BRICKS (CONTINUOUS END TO END

AROUND BOTTOM OF VALVE BOX)

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

NIBCO T580 BRASS

IRRIGATION CONTROLLER GROUNDING

M o

16'

16'

16'

COPPER PLATE

GROUNDING ROD

CONTROLLER ASSEMBLY

EARTH CONTACT ENHANCEMENT MATERIAL

1 BAG, NON-HARDENING

COPPER PLATE WITH 10'

OF BARE COPPER GROUND WIRE.

10-FOOT COPPER CLAD GROUNDING ROD

3-INCH MIN DEPTH OF 3/4-INCH

WASHED GRAVEL

10-FEET OF AWG BARE COPPER

GROUND WIRE FROM CONTROLLER.

TYPICAL

BRICKS

GROUND WIRE CONNECTION

ROUND VALVE BOX WITH BLACK LID

NOTES:

1. REFER TO IRRIGATION CONTROLLER ASSEMBLY (THIS SHEET) FOR

ADDITIONAL INFORMATION.

2. LABEL VALVE BOX COVER PER SPECIFICATIONS.

3. DO NOT ROUTE CONTROL WIRES AND BARE COPPER GROUND WIRE IN COMMON TRENCH.

FINISH GRADE

10" ROUND VALVE BOX

GROUNDING ROD:

50 OHMS OF LESS

GREEN/YELLOW WIRE FROM LSP-1

TO GROUND ROD (1 OF 2)

DBR/Y-6 WATER PROOF CONNECTION

(1 OF 2)

LSP-1TURF M10008 LINE SURGE

PROTECTION

3-INCH MIN. DEPTH OF 3/4"

WASHED GRAVEL

BLUE WIRE FROM LSP-1

NOTES:

1. LSP-1 SHOULD BE INSTALLED EVERY 500 FT ON TWO-WIRE PATH

2. LSP-1 TO BE INSTALLED AT END OF WIRE RUN THAT TERMINES IN THE FIELD

(STAR CONFIGURATION).

TO TWO-WIRE PATH

SURGE PROTECTION

NTS

O

TWO-WIRE CABLE TO NEXT

DEVICE

P

NTS

SURGE PROTECTION

FIELD DECODER CONNECTED

TWO-WIRE CABLE TO NEXT

DEVICE

BLUE WIRE FROM FIELD DECODER

3-INCH MIN. DEPTH OF 3/4"

WASHED GRAVEL

DBR/Y-6 WATER PROOF CONNECTION

(1 OF 2)

GREEN/YELLOW WIRE FROM LSP-1

TO GROUND ROD (1 OF 2)

GROUNDING ROD:

50 OHMS OF LESS

SUPER JUMBO VALVE BOX

FINISH GRADE

BLUE WIRE FROM LSP-1

PVC MAINLINE PIPE

SOLENOID WIRE (1 OF 2)

REMOTE CONTROL VALVE

LSP-1TURF M10008 LINE

SURGE PROTECTION

SINGLE STATION DECODER

WHITE WIRE FROM DECODER

(1 OF 2)

NOTES:

1. LSP-1 SHOULD BE INSTALLED EVERY 500 FT ON TWO-WIRE PATH

2. SECONDARY WIRE RUN - DISTANCE BETWEEN SOLENOID AND FIELD

DECODER - NOT TO EXCEED 450 FT WITH 14 GAUGE WIRE

3. PLACE 3 FT OF EXTRA WIRE IN EVERY VALVE BOX FOR EASIER

SERVICING

DECODER WIRING

NTS

Q

NOTE:

MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM

DECODER TO SOLENOID IS 450 FT.

TWO-WIRE CABLE

BLUE

3M DBR/Y-6 CONNECTOR

SINGLE STATION

DECODER

SOLENOID WIRE

SOLENOID VALVE,

MASTER VALVE, OR

BOOSTER PUMP

(MAXIMUM 1)

WHITE

SENS-2

SENS-1

GND

MAINS

@ 2A

24V-AC

EARTH

4A-4B3A-3B2A-2B

O F

F O

N

PC

PC

FIELD

DATA

DATA

POWER

Small Decoder Interface

OFF

NO

SDI

NOTES:

1. PROVIDE A SEPARATE MSP-1 FOR EACH PAIR OF COMMUNICATION WIRES

USED. SIZE GROUNDING BUSS BAR SUCH THAT GREEN WIRES FROM EACH

MSP-1 HAVE THREIR OWN GROUNDING LUG.

2. THE SDI/LDI IS NOT RATED FOR OUTDOOR USE

3. PREFERRED GROUNDING GRID RESISTANCE IS 5 OHMS OR LESS.

GROUNDING GRID RESIISTANCE MUST NOT EXCEED 10 OHMS.

4. RAIN BIRD WARRANY REQUIRES PROPER SURGE PROTECTION. USE

INTERMATIC AG2401 OR TRIPPLITE ISOBAR

R

NTS

SDI/LDI DECODER INTERFACE

SMALL DECODER INTERFACE (SDI) OR

LARGE DECODER INTERFACE (LDI)

SYSTEM GROUND WIRE (GREEN) TO

GROUNDING BUSS BAR

24 VAC POWER SUPPLY

RAIN BIRD MSP-1 RECOMMENDED

SURGE ARRESTOR

JUNCTION BOX - SIZE AS REQUIRED

COMMUNICATION WIRE (BLACK) TO MSP-1

SURGE ARRESTOR FROM MSP-1 SURGE

ARRESTOR TO FIELD DECODERS.

COMMUNICATION WIRE (RED) TO MSP-1

SURGE ARRESTOR FROM MSP-1 SURGE

ARRESTOR TO FIELD DECODERS.

CONDUIT - SIZE AS REQUIRED

REFER TO LOCAL ELCTRICAL CODE

FOR CONNECTIONS

GROUNDING BUSS BAR - SEE NOTES FOR

SIZING

#10 COPPER GROUND WIRE FROM

GOUNDING BUSS BAR TO GROUNDING GRID

TO TWO-WIRE CABLE - PROVIDE CONNECTION

FROM BLACK AND RED WIRES TO TWO-WIRE

COMMUNICATION CABLE

24 VOLT EXTERNAL TRANSFORMER

MAINS GROUND PLUGGED INTO UTILITY

GROUND - MUST BE KEPT SEPARATE FROM

SYSTEM GROUND.

FREEDOM RADIO SYSTEM

NTS

S

EXTERIOR WALL OF BUILDING

25 FT LENGTH OF RG-8/U COAXIAL CABLE MODEL RAC-02

FROM FREEDOM SYSTEM BASE ANTENNA OR CCU-

CONNECT ANTENNA TO TERMINAL OF THE SURGE

ARRESTOR

FORM A DRIP LOOP IN COAXIAL CABLE BEFORE

ENTERING THE BUILDING

COAXIAL CABLE: RUN TO FREEDOM SYSTEM BASE UNIT

AND CONNECT TO TERMINAL ON TOP OF UNIT

25 FT LENGTH OF RG-8/U COAXIAL CABLE MODEL RAC-02

CONNECT TO EQUIPMENT TERMINAL ON THE SURGE

ARRESTOR

POLYPHASER MODEL IS-IE50LN-C1 COAXIAL CABLE

SURGE ARRESTOR: RF COUPLED SHIELD/DC BLOCKED.

1.5-3600 MHz WITH BRACKET FOR SURFACE MOUNTING.

SECURE SURGE ARRESTOR TO THE EXTERIOR WALL

NEAR THE FLOOR.

#6 GAUGE OR LARGER BARE COPPER GROUND WIRE

CONNECTED TO THE GROUND TERMINAL ON THE

SURGE ARRESTOR. SUE RING TYPE LUG AND RUN

GROUND WIRE AS STRAIGHT AND AS SHORT AS

POSSIBLE. CONNECT TO THE GROUND GRID.

LIGHTNING ROD (CONNECT TO GROUNDING)

16 VAC POWER SUPPLY

TELEPHONE LINE OR DIRECT CONNECT SHORT

HAUL MODEM CABLE ROUTED THROUGH ONE

OF THE LONG SWEEP ELBOWS.

TWO LONG SWEEP ELBOWS. ORIENT

PROPERLY FOR WIRING (SIZE AS

REQUIRED).

FOOTING: 24"x24" TO 32"x32" x

24" DEEP

1/2" x 1/2" ANCHOR BOLT (USE

MANUFACTURER'S TEMPLATE FOR

PROPER LOCATION).

FINISH GRADE

MOUNTING COLLAR

GROUND WIRE TO GROUNDING GRID

ENVIRONMENTAL ENCLOSURE

RADIATION SHIELD WITH TEMPARATURE

AND RELATIVE HUMIDITY PROBE

TIPPING BUCKET RAIN GAUGE

ANEMOMETER AND WIND VANE

SOLAR RADIATION SENSOR

WEATHER STATION

NTS

T

1" SCH 40 ELECTRICAL CONDUIT

FOR PULL BOXES IN FIELD

OR

1-1/2" SDR 11 HDPE (WITH PRE

INSTALLED PULL TAPE) FOR

PULL BOXES RELATED TO

TWO-WIRE TRENCHING

THROUGH ROADWAYS.

1" SCH 40 ELECTRICAL CONDUIT

FOR PULL BOXES IN FIELD

OR

1-1/2" SDR 11 HDPE (WITH PRE

INSTALLED PULL TAPE) FOR

PULL BOXES RELATED TO

TWO-WIRE TRENCHING

THROUGH ROADWAYS.

NOTE:

REFER TO DETAIL X AND Y FOR MORE SPECIFICS

RELATED TO THE SPECIFIC INSTALLATION OF

TWO-WIRE PATH (AND ASSOCIATED TRENCHING)

ALONG ROADWAYS.

N

SWEEP ELBOWS

(2) PULLSTRINGS IN EACH RUN OF CONDUIT.

CONTRACTOR SHALL LEAVE 36" OF PULLSTRING

PULLED INTO THE VALE BOX

NTS

CONDUIT PULL BOX

FINISH GRADE

10" CARSON VALVE BOX

1/2"-3/4" CRUSHED STONE

FULL BRICKS (CONTINUOUS END TO END

AROUND BOTTOM OF VALVE BOX)

FULL BRICKS (CONTINUOUS END TO END

AROUND BOTTOM OF VALVE BOX)

FULL BRICKS (CONTINUOUS END TO END

AROUND BOTTOM OF VALVE BOX)

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

NOTES:

1. SECONDARY WIRE RUN - DISTANCE BETWEEN SENSOR DECODER

AND FLOW METER - NOT TO EXCEED 450 FT WITH 14 GAUGE WIRE

2. PLACE 3 FT OF EXTRA WIRE IN EVERY VALVE BOX FOR EASIER

SERVICING

SENSOR DECODER

NTS

U

RED WIRE FROM DECODER

TO FLOW SENSOR

SENSOR DECODER

FLOW SENSOR

FLOW SENSOR WIRE (1 OF 2)

PVC MAINLINE PIPE

FINISH GRADE

SUPER JUMBO VALVE BOX

GROUNDING ROD

GREEN/YELLOW WIRE FROM SENSOR

DECODER TO GROUNDING ROD USING

BRASS CLAMP (1 OF 2)

DBR/Y-6 WATER PROOF CONNECTION

(1 OF 6)

3-INCH MIN. DEPTH OF 3/4"

WASHED GRAVEL

BLUE WIRE FROM SENSOR DECODER

(1 OF 2)

TWO-WIRE CABLE TO NEXT

DEVICE

BLACK WIRE FROM DECODER TO

FLOW SENSOR

GROUND WIRE OF SENSOR DECODER

TO DBYR CONNECTOR (1 OF 2)

ADDITIONAL IRRIGATION CONTRACTOR SCOPE OF WORK

Task 1: Refurbish the booster pump unit

1. Remove and replace old obsolete ABB 501 series VFD and replace with a newer 40HP ABB 550 series VFD. The normal lifespan of a VFD is approx 7-8 years. This is based on the life of the electrolytic capacitors, after several years they begin to dry out and become ineffective resulting in nuisance tripping and ultimately catastrophic component failure. The current VFD is a 501 series product that is obsolete and no parts are available for repair.

2. Remove and replace the old Pressure Maintenance Pump with a Gould's efficient pump. This will increase the efficiency of the pump as well as insure reliable long term operation.

3. Remove and replace the main pump motors with premium efficiency motors. The newer motors will increase efficiency and provide long term reliability.

4. Provide new pump check valves for each pump. The existing check valves are all original. These valves typically last 3-6 years depending on water quality. The springs will wear causing the disc to leak and over time the leak causes the pumps to cycle during non irrigation times, resulting in excessive energy use.

5. Remove and replace heat exchanger complete. The existing unit is rusted and should be updated.

Remove solenoid control of water and pipe direct to pumps with Florida style heat exchanger control. This re-piping will eliminate the solenoid and ensure reliable, non clogging operation for the life of the system.

6. Wire brush and treat rust affected areas with rust reformer. Then prime the skid, piping and components, and apply factory supplied paint to all surfaces as per manufacturer specifications.

Task 2: Remove existing DIG LEIT field controllers

Remove all DIG LEIT wire connection valve boxes, backfill the hole flush with the surrounding grade and repair turf.

Task 3: Replace all existing sprinkler heads

Installation Contractor shal replace all existing sprinkler heads. The Contractor shall adjust head nuzzling to provide as close as possible head-to-head coverage without throwing water on any hardscape/building surfaces and without exceed the safe hydraulic capcity of the system piping. Head operation/installation/coverage will be reviewed during construction site visits/observation.

Task 4: Develop a list of irrigation parts to be included in installation for future maintenance.

Task 5: Irrigation System Audit

Irrigation Contractor shall be responsible to contract an experienced certified Irrigation Auditor

(Irrigation Association certified) to perform an irrigation audit of the system. The results of that audit should be utilized in developing complete irrigation system scheduling manual for the site.

Task 6: Irrigation Central Control Programming

Irrigation Contractor shall work with Rain Bird to properly setup the central control system (including

Site Control Mapping Interface). The Irrigation Contractor shall properly train site staff in proper operation of central control system.

Task 7: Training of Staff

The Irrigation Contractor shall be responsible to train cemetery staff in complete use of the system, including providing training by Rain Bird to at least four NCA employees on theoperation and maintenance of the system.

NOTE:

IRRIGATION SYSTEM SHALL REMAIN OPERATIONAL DURING CONSTRUCTION TO PREVENT DAMAGE TO OR STRESS

THE EXISTING TURF, PLANTS, ETC. IT WILL BE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO

ENSURE THAT SYSTEM REMAINS OPERATIONAL DURING CONSTRUCTION PERIOD.

ADJACENT CONCRETE PAVING

PER PLAN

90% COMPACTED SUBGRADE

1/2" DEEP RECESS FOR ALUMINUM

PLATE ON FOUR SIDES

ADJACENT PLANTING AREA

PLAQUE SHALL BE LOCATED ON

4 SIDES

VALVE BOX

OUTPUT PRESSURE REGULATING VALVE

ISOLATION BALL VALVE

WASHED RIVER GRAVEL SUMP

2' DIAMETER GRAVEL SPLASH PIT

6" MIN. DECORATIVE STONE OVER

DRAINAGE STONE. DEPTH VARIES

TO PROMOTE POSITIVE DRAINAGE

3/4" FIPT X FIPT BRASS 90

DEGREE ELBOW

1-1/2" PVC SCH 40 SLEEVE

WITH ELBOWS

3/4" BRASS NIPPLES, LENGTH AS

REQUIRED

1/2" BRASS NIPPLE, LENGTH AS

REQUIRED

1/2" FIPT X 3/4" FIPT BRASS

REDUCING ELBOW

CAST CONCRETE POST, INSTALL 2'-6"

INTO GROUND

SELF-CLOSING FAUCET (MATCH EXISTING)

WITH 1/2" FIPT INLET THREAT INTO

BRASS NIPPLE

FILL WITH GROUT AFTER INSTALLATION

DO NOT ALLOW GROUT TO INTERFERE

WITH THREADED CONNECTION BETWEEN

FAUCET AND NIPPLE

3/4" BRASS NIPPLES, LENGTH AS

REQUIRED

V

NTS

VASE WATERING STATION

C

L

D

O

N

O T

R I N

K

E

M B

L E

M

DO NOT

DRINK

ELEVATION

DO NOT DRINK SIGN ENLARGEMENT

PLAN

SELF-CLOSING FAUCET

1/2" DEPTH RECESS FOR ALUMINUM PLATE

ON FOUR FACES OF PRECAST POST

VINYL DECAL, CENTERED ON ALUMINUM

PLATE, SEE DO NOT DRINK SIGN

ENLARGEMENT

SELF-CLOSING FAUCET

1/2" DEPTH RECESS FOR ALUMINUM PLATE

ON FOUR FACES OF PRECAST POST

4 1/2"

R

T

Y

P

3 1/4"

" 5

VASE WATERING STATION SIGNAGE

NTS

W

CUT AND PATCH INSTALLATION NOTE:

AREA OF SLEEVING SHOULD BE SAW-CUT BACK TO A SOLID SURFACE. THE

REPAIR AREA SHOULD BE SWEPT TO REMOVE RESIDUAL DUST TO ASSURE

BONDING OF COLD PATCH REPAIR MATERIAL. TRENCH SHOULD BE DUG

AND PIPE(S) PUT IN PLACE. BACKFILL THE TRENCH AND COMPACT IN MAX.

OF 6" LIFT. 8" COMPACTED GRAVEL CRUSHER RUN SHOULD BE INSTALLED

AND COMPACTED. COLD PATCH ASPHALT REPAIR MATERIAL SHOULD BE

INSTALLED IN A MAXIMUM OF 2" LIFTS UNTIL FINISHED GRADE IS MATCHED.

BACKFILL COMPACTED

TO 95% MODIFIED

PROCTOR IN 6" MAX.

LIFTS

HOT PATCH ASPHALT, INSTALLED IN

MAX. OF 2" LIFTS TO MATCH EXISTING

GRADE WITH 1/2" CROWN FOR

TRAFFIC COMPACTION

EXISTING ASPHALT

6" EACH SIDE

1-1/2" SDR 11 HDPE PIPE SLEEVE FOR TWO-WIRE

PATH DOWN ROADWAY(S). HDPE PIPE TO BE

UTILIZED SHALL HAVE PRE-INSTALLED PULL TAPES.

12"

X

NTS

ASPHALT CUT AND PATCH

MATCH EXISTING DRIVE PROFILE

FOR ASPHALT DEPTH, SUBGRADE

PROFILES AND DEPTHS

24" WIDTH OF SAW CUT

12" TRENCH WIDTH

IF CUT AND PATCH IS FOR INSTALLATION OF

IRRIGATION PIPE. INSTALLATION CONTRACTOR

SHALL INSTALL SCH 40 PVC PIPE SLEEVE FOR

PROTECTION OF IRRIGATION PIPING. PIPE SLEEVE

SIZE SHALL BE 2 TIMES THE SIZE OF PIPE RUNNING

THROUGH THAT SLEEVE.

OR

ASPHALT NOTE:

CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SAME FINISH TO

ASPHALT AS EXISTING ROAD (COLOR, TEXTURE, ETC).

TWO-WIRE TRENCHING DIAGRAM

NTS

Y

10" CIRCULAR ELECTRICAL

PULL BOX, REFER TO DETAIL-N.

LOOPED TRUNK MAINLINE

SUBMAIN LINE TO REMOTE

CONTROL VALVE (PATH FOR

TWO-WIRE CABLE).

ROADWAY CURB

ROADWAY SURFACE

12" WIDE TWO-WIRE PATH

TRENCH UNDER ROADWAY

24" WIDE SAWCUT ASPHALT TO

COMPACTED SUBGRADE SHELF

1-1/2" SDR 11 HDPE TWO-WIRE SLEEVING

TO UTILIZE HDPE ROLL WITH PRE-INSTALLED

PULL TAPE FOR USE IN PULLING TWO-WIRE

CABLE

CONTRACTOR SHALL DIG UNDER THE CURB,

LEAVING THE CURB INTACT TO PULL HDPE

SLEEVING INTO LANDSCAPE AREAS.

NOTE:

2-WIRE PATH TO BE LOCATED INSIDE OF

LANDSACPE/TURF AREA BEHIND CURB. ONLY

INSTALLED IN ROADWAY WHERE DETERMINED TO

BE NECESSARY AT SITE.

1-1/2" SDR 11 HDPE TWO-WIRE SLEEVING

TO UTILIZE HDPE ROLL WITH PRE-INSTALLED

PULL TAPE FOR USE IN PULLING TWO-WIRE

CABLE

ROADWAY SURFACE

ROADWAY CURB

SUBMAIN LINE TO REMOTE

CONTROL VALVE (PATH FOR

TWO-WIRE CABLE).

LOOPED TRUNK MAINLINE

10" CIRCULAR ELECTRICAL

PULL BOX, REFER TO DETAIL-N.

FULL BRICKS (CONTINUOUS END TO END

AROUND BOTTOM OF VALVE BOX)

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