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SDC PDS RCVD 01-17-14 MUP03-118W2

Transcript of › pds › PC › 140411-Supporting-Documents › P… · SDC PDS RCVD 01-17-14...

Page 1: › pds › PC › 140411-Supporting-Documents › P… · SDC PDS RCVD 01-17-14 MUP03-118W2mounting bracket grids for cooling, air inlet and outlet connections interfaces and optical

SDC PDS RCVD 01-17-14 MUP03-118W2

Page 2: › pds › PC › 140411-Supporting-Documents › P… · SDC PDS RCVD 01-17-14 MUP03-118W2mounting bracket grids for cooling, air inlet and outlet connections interfaces and optical
Page 3: › pds › PC › 140411-Supporting-Documents › P… · SDC PDS RCVD 01-17-14 MUP03-118W2mounting bracket grids for cooling, air inlet and outlet connections interfaces and optical

SCALE: 1/4" = 1'-0"01 ENLARGED SITE PLAN

AT

&T

SECT

OR 'A

'AZ

IMUT

H 0Á

A-20102

A-20101

A-20201

A-20202

PROPOSED AT&T 45' HT. MONO-BROADLEAF TREE.

PROPOSED CMU EQUIPMENT ENCLOSURE.

(E) AT&T OUTDOOR EQUIPMENT TO BE REMOVED AND RELOCATED INSIDE PROPOSEDENCLOSURE

(E) AT&T ANTENNAS ON POLE TO BE REMOVED.

(E) OVERHEAD POWER LINE TO BE RELOCATED UNDERGROUND

(E) HAND HOLE

(E) TREES

(E) EDGE OF GRAVEL AND DIRT ROAD

(E) WIRE FENCE

PROPOSED LANDSCAPING; SEE L-2.0 FOR ADDITIONAL INFORMATION

PROPOSED UNDERGROUND COAX AND FIBER ROUTE

PROPOSED UNDERGROUND ELECTRICAL CONDUIT

PROPOSED METER

PROPOSED POWER P.O.C.

1

ENLARGED SITE PLAN KEY NOTES:

2

3

4

5

6

3

6

5

4

SLOP

E TO

DRA

IN 26'-0

"PR

OPOS

ED C

MU E

QUIP

MENT

ENC

LOSU

RE

SECTOR 'B'

AZIMUTH 80Á

SECT

OR 'C

'AZ

IMUT

H 190Á

7

7

8

7

8

2

WIRE SAG ELEV.1740.69

TOP WIREELEV. 1749.63

4'-0"

14'-0"

56'-1"TO P.L.

9

20'-7"

TO O/H POWER LINE

7

7

Call: TOLL FREE

TWO WORKING DAYS BEFORE YOU DIG

Underground Service Alert

NOTIFY DIG-ALERT OR PRIVATE LOCATINGCOMPANY PRIOR TO ANY EXCAVATING OR TRENCHING

31'-2"

9

50'-0" ANTENNA SETBACK

12" 12"8'-0" 4'-0"

9'-4"

10

10

11

11

10

12

12

13

13

14

14

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TOP OF (P) EQUIPMENT SHELTER 8'-0"FROM FINISH FLOOR

PROPOSED AT&T10'-0"X26'-0" CMU WALLENCLOSURE WITHSTUCCO FINISH PAINTEDAN EARTH TONED COLOR

(P) EQUIPMENT SHELTER -6"FINISH GRADE (1714.0')

(P) FINISH FLOOR 0'-0"

TOP OF (P) BROADLEAF TREEELEV. 45'-0"

(P) RAD CENTER ELEV. 36'-0"

(P) TOP OF FOOTING ELEV. 0'-0"

FINISH GRADE ELEV. -6"(1718.5')

TOP OF (P) ANTENNA ELEV. 40'-0"

12" MIN.EXTENDED BRANCHES

BEYOND FACE OF PANEL ANTENNAS

(P) BOTTOM OF BRANCHES ELEV. 10'-0"

EXISTING POWER LINETO BE RELOCATEDUNDERGROUND

TOP OF (P) METAL TRELLIS 9'-2"FROM FINISH FLOOR

12" MIN.EXTENDED BRANCHES

BEYOND FACE OFPANEL ANTENNAS

TOP OF (P) BROADLEAF TREEELEV. 45'-0"

(P) RAD CENTER ELEV. 36'-0"

TOP OF (P) ANTENNA ELEV. 40'-0"

(P) FINISH FLOOR 0'-0"

(P) EQUIPMENT SHELTER -6" FINISH GRADE (1714')

(P) TOP OF FOOTING (BROADLEAF) ELEV. 0'-0"

TOP OF (P) METAL TRELLIS 9'-2"FROM FINISH FLOOR

PROPOSED STEPS

PROPOSED AT&T 10'-0"X26'-0"CMU WALL ENCLOSURE WITHSTUCCO FINISH PAINTED ANEARTH TONED COLOR

PROPOSED METAL TRELLISPAINTED DARK BROWN

PROPOSED AT&T SURGESUPPRESSORS, TYP. OF 2

SCALE: 3/16"=1'-0"01 SOUTH ELEVATION

AT

&T

SCALE: 3/8"=1'-0"02 WEST ELEVATION

Page 5: › pds › PC › 140411-Supporting-Documents › P… · SDC PDS RCVD 01-17-14 MUP03-118W2mounting bracket grids for cooling, air inlet and outlet connections interfaces and optical

12" MIN.EXTENDED BRANCHES

BEYOND FACE OF PANEL ANTENNASTOP OF (P) BROADLEAF TREE

ELEV. 45'-0"

(P) RAD CENTER ELEV. 36'-0"

TOP OF (P) ANTENNA ELEV. 40'-0"

(P) BOTTOM OF BRANCHES ELEV. 10'-0"

(P) TOP OF FOOTING ELEV. 0'-0"

FINISH GRADE ELEV. -6"(1718.5')

WIRE SAG ELEV. 1740.69TELCO LINE

12" MIN.EXTENDED BRANCHES

BEYOND FACE OF PANEL ANTENNASTOP OF (P) BROADLEAF TREEELEV. 45'-0"

(P) RAD CENTER ELEV. 36'-0"

TOP OF (P) ANTENNA ELEV. 40'-0"

(P) BOTTOM OF BRANCHES ELEV. 10'-0"

(P) TOP OF FOOTING (BROADLEAF) ELEV. 0'-0"

TOP OF (P) METAL TRELLIS 9'-2"FROM FINISH FLOOR

PROPOSED AT&T 10'-0"X26'-0"CMU WALL ENCLOSURE WITHSTUCCO FINISH PAINTED ANEARTH TONED COLOR

PROPOSED METAL TRELLISPAINTED DARK BROWN

SCALE: 3/16"=1'-0"01 NORTH ELEVATION

AT

&T

SCALE: 3/16"=1'-0"02 EAST ELEVATION

Page 6: › pds › PC › 140411-Supporting-Documents › P… · SDC PDS RCVD 01-17-14 MUP03-118W2mounting bracket grids for cooling, air inlet and outlet connections interfaces and optical

SCALE: 1/2" = 1'-0"01 ANTENNA LAYOUT

AT

&T

1

EQUIPMENT PLAN KEY NOTES:

2

3

4

5

6

PROPOSED OUTDOOR LIGHT FIXTURE

PROPOSED STEPS

PROPOSED METAL TRELLIS

PROPOSED GPS ANTENNA (2 TOTAL)

RELOCATED RRU'S (TOTAL OF 8)

PROPOSED PURCELL CABINET (STACKED, TOTAL OF 6)

PROPOSED METER

PROPOSED 8'-0" HEIGHT CMU ENCLOSURE

PROPOSED 4'-0" WIDE METAL GATE

PROPOSED AT&T OUTDOOR POWER EQUIPMENT CABINET

PROPOSED AT&T MOBILITY ARGUS BATTERY EXPANSION CABINET.

PROPOSED AT&T MOBILITY ERICSSON OUTDOOR RADIO CABINET 6301 (TOTAL OF 3)

PROPOSED AT&T WALL MOUNTED TELCO PANEL

PROPOSED AT&T ELECTRICAL PANEL

PROPOSED OUTDOOR FTE (FIBER TERMINATION) PANEL

PROPOSED CIENA PANEL

PROPOSED GENERATOR LUG BOX

SCALE: 1/2" = 1'-0"02 EQUIPMENT PLAN

7

8

9

10

11

121

ANTENNA LAYOUT PLAN KEY NOTES:

2

3

4

5

PROPOSED 45'-0" HEIGHT MONO-BROADLEAF TREE

3'-0"

SECTOR 'B'

AZIMUTH 80Á

3'-0"

3'-0"

SECTOR 'A'AZIMUTH 0Á

SECTOR 'C'AZIMUTH 190Á

3'-0"

3'-0"

3'-0"

PROPOSED AT&T ANTENNAS AIR 21 (TOTAL OF 6)

PROPOSED AT&T ANTENNAS KATHREIN (TOTAL OF 6)

PROPOSED AT&T RADIO REMOTE UNITS RRUS (TOTAL OF 12)

PROPOSED AT&T DUAL TMAS (TOTAL OF 6)

PROPOSED AT&T SURGE SUPPRESSORS ( TOTAL OF 2)

3'-0" 3'-0" 3'-0"

2

3

2

3

2332

2

3

3

2

54 4

5

4

544

54

5

13

14

26'-0

"PR

OPOS

ED C

MU E

NCLO

SURE

10'-0"PROPOSED CMU ENCLOSURE

4'-0"

3

4

5

5

5

16

11

14

8'-0" 1'-0" 1'-0" 4'-0"

14'-0"

9'-4"

8

9

6

7

2

14

15

16

15

15

15

15

11

11

10

17

4'-0"

FINAL ANTENNA SCHEDULE

SECTOR AZIMUTH MODEL NO. TIP HEIGHT RRUS-11 COAX/FIBER LENGTH (+/- 5') COAX SIZE

ALPHA

1

AIR-21 (8 FT.)

38'-2"RRUS-11

(4) 70'-0" 7/8"/FIBER2 KATHREIN (8 FT.)

3 KATHREIN (8 FT.)

4 AIR-21 (8 FT.)

BETA

1

80Á

AIR-21 (8 FT.)

38'-2"RRUS-11

(4) 70'-0" 7/8"/FIBER2 KATHREIN (8 FT.)

3 AIR-21 (8 FT.)

4 AIR-21 (8 FT.)

GAMMA

1

190Á

AIR-21 (8 FT.)

38'-2"RRUS-11

(4) 70'-0" 7/8"/FIBER2 KATHREIN (8 FT.)

3 KATHREIN (8 FT.)

4 AIR-21 (8 FT.)

12" MIN.BRANCHES BEYONDFACE OF ANTENNAS

NOTE:ALL OUTDOOR LIGHTING SHALL COMPLY WITH THE REQUIREMENTSSPECIFIED IN THE COUNTY LIGHT POLLUTION CODE, WHICHCOMMENCES AT SECTION 51.201 OF THE COUNTY CODE OFREGULATORY ORDINANCES.

16

16

1'-0"

10"

10"

8"8"

8"

6

6

6

17

13

Page 7: › pds › PC › 140411-Supporting-Documents › P… · SDC PDS RCVD 01-17-14 MUP03-118W2mounting bracket grids for cooling, air inlet and outlet connections interfaces and optical

19.7

"

17 " 7.2 "

17 "

7.2

"

TOP VIEW

FRONT VIEW SIDE VIEW

BOTTOM VIEW

DIMENSIONS, WxDxH: 17"x7.2"x19.7"

POWER CONSUMPTION: 200 WATTS

TOTAL WEIGHT: 51 lbs

TEMPERATURE: -40° TO 55° CRRU'S COVEREDWITH SOCKS TOBLEND WITH TREE.

2'-6

"8"

8"

2'-3

"

2'-6"

2" T

YP

2'-1" TYP 2" TYP

3"

3"

2" TRADE SIZE

KNOCKOUT

TYP

6'-0

"

5"

3" TYP

CL

3"1'

-11"

2" TRADE SIZE

KNOCKOUT6PL

Ø1" x 2.25 SLOT

4PL

1'-10"

3" TYP

3"

2'-6"

2'-6

"

MOUNTING LAYOUT(TOP VIEW)

ISOMETRIC

TOP VIEW

ANTENNA DOWNTILTMOUNTING BRACKET

NEW AT&T PANELANTENNA PAINTEDTO MATCH FAUXLEAVES & SOCKCOVERS.

ANTENNA MOUNTING BRACKET

STANDARD STEELPIPE (GALV)

ANTENNA: KATHREIN #800 10766HEIGHT: 96"WIDTH: 11.8"DEPTH: 6"WEIGHT: 61.7 LBS

6"

11.8"

11.8"6"

99.4

"

R.F. CONNECTORS

FRONT VIEWSIDE VIEW

NOTE:ANTENNAS, MOUNTINGHARDWARE & ANYEXPOSED HARDWARE/EQUIPMENT MOUNTED ONTHE NEW FAUXMONO-BROAD LEAF TREEWILL BE PAINTED TOMATCH FAUX LEAVES.

96"

4'-9

1/2

"

1'-4 1/2" 1'-8"

4'-9

1/2

"

1'-4 1/2"

4'-9

1/2

"

1'-4 1/2"

1'-8

"

TOP VIEWFRONT VIEW SIDE VIEW BACK VIEW

DIMENSIONS, WxDxH: 413x536x1465mm (1'4"x1'9"x4'9")

WEIGHT: AC POWERED 264 lbs, DC POWERED 176 lbs(FULLY EQUIPPED), MAX WEIGHT PER PIECE 59.4 lbs.

1'-2

1/2

"3"

2"

1'-0"

2"

2'-6

"2"

2'-3

"

2'-6"2"

2" T

YP

2'-1" TYP 2" TYP

3"

4"

2" TRADE SIZE

KNOCKOUT

TYP

6'-0

"

5"

4" TYP

CL

4"1'

-11"

2" TRADE SIZE

KNOCKOUT6PL

Ø1" x 2.25 SLOT4PL

1'-10"

4" TYP

3"

2'-6"

2'-6

"

MOUNTING LAYOUT(TOP VIEW)

TOP VIEW

FRONT VIEW SIDE VIEW BACK VIEW

ISOMETRIC VIEW

TE45V3 BATTERY ENCLOSUREWEIGHT: 800 LBS (NO BATTERIES)

WEIGHT: 3500 LBS (FULLY LOADED-20 BATTERIES135 LBS PER BATTERY)

CL

MODEL: ERICSSON AIR21WEIGHT: 38 KG (83 LBS)HEIGHT: 96"WIDTH: 12"DEPTH: 9"

UPPERLIFTINGEYE

GRIDS FOR COOLING,AIR INLET AND OUTLET

MIDDLELIFTING EYE

UPPERMOUNTINGBRACKET

GRIDS FOR COOLING,AIR INLET AND OUTLET

CONNECTIONSINTERFACES ANDOPTICALINDICATORS

LOWERMOUNTINGBRACKET

SIDE VIEWFRONT VIEW ISOMETRIC VIEW

1'-0"

9"

MOUNTING BRACKET

AIR 21 MODEL

1'-0"

8'-0

"

LOWERLIFTING EYE

UPPERCLAMP KIT55-115 mmm

ANTENNAAIR 21

GALV.METALPIPE

NEW AT&T PANELANTENNA PAINTEDTO MATCH FAUXLEAVES & SOCKCOVERS.

DUAL BAND TOWERMOUNTEDAMPLIFIER

SECTION X-X

8'-0" PANEL ANTENNAPAINTED TO MATCHFAUX LEAVES &SOCK COVERS.

2" RIGIDGALVANIZEDSTEEL PIPE

NEW MONPOLE MOUNTINGBRACKET & ARM

NOTE:VERIFY ALL DIMENSIONSAND CONDITIONS WITHMONO-BROAD LEAFMANUFACTURER SHOPDRAWINGS

ALL EXPOSED CABLESBRACKETS ANDSUPPORTS SHALL BEPAINTED TO MATCHFAUX MONO-BROAD LEAF

ANTENNA MODEL:KATHREIN 80010766WEIGHT: 61.7 LBS (28 Kg)POWER SUPPLY 10-30V

ANTENNA TILTBRACKET

NEW MONO-BROADLEAF FAUX TRUNK

TOP VIEW FRONT VIEW

TMA SPECIFICATIONS

SIDE VIEW6.69"

15.1

6"

6.69"

10.2

4"

4.33"

15.1

6"

10.2

4"

MODEL: ERICSSON AIR21WEIGHT: 38 KG (83 LBS)HEIGHT: 96"WIDTH: 12"DEPTH: 9"

PROPOSED RRU

2'-0

"

DIMENSIONS,WxDxH: 25"x20"x44"

WEIGHT: 600 lbs CAB. TOTAL (MAX.)

1'-8

"

2'-1"

2'-1" 2'-1"

1'-2

"

3'-8

"

1'-8 1/2"

3'-8

"

2'-6

"

EYE BOLTS

14" PLINTH(OPTIONAL)

FIBER OUT

FIBER IN

DC OUTDC IN

MOUNTING BRACKET

WEIGHT:SYSTEM: 18.9 LBSMOUNT: 13.9 LBSTOTAL: 32.8 LBS

NOTES:1. ONE PER 6 RRUS MAX.

2. RECOMMENDED RRUS TOSUPPRESSOR SEPARATION 6' MAX

FRONT VIEW

BOTTOM VIEW

2'-0

"

9"1'-6 1/2"

11"

SCALE: 1/2" = 1'-0"1 KATHREIN ANTENNA

SCALE: 1" = 1'-0"9 TMA SPECIFICATIONS

SCALE: 1/2" = 1'-0"5 POWER CABINET

SCALE: 1/2" = 1'-0"6 BATTERY CABINETSCALE: 1" = 1'-0"4 SURGE SUPPRESSOR

SCALE: 1/2" = 1'-0"2 AIR 21 ANTENNA

SCALE: 3/4 ' = 1'-0"7 ERICSSON RBS 6301

AT

&T

SCALE: 3/4 ' = 1'-0"8 PURCELL CABINET

SCALE: 1" = 1'-0"3 RRU SPECIFICATIONS

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SCALE: 1/8" = 1'-0"01 IRRIGATION PLAN

AT

&T

SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE IRRIGATION CONTRACTOR. TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE 23. ALL OTHER LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING

SHALL WATER ON A DAILY BASIS.22. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF THIRTY (30) DAYS AND

THE OWNER/DEVELOPER. PERIOD OF ONE (1) YEAR FROM THE DATE OF THE FINAL ACCEPTANCE OF THE WORK BY COMPLETE AND SATISFACTORY SERVICES AS TO MATERIALS AND WORKMANSHIP FOR A 21. THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR TO GIVE

RUBBISH INCIDENTAL TO THE WORK OF THIS SECTION ON A DAILY BASIS.20. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND

ENTIRE SYSTEM. REMOTE CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE NECESSARY WORK HAS BEEN COMPLETED, BUT PRIOR TO THE INSTALLATION OF IRRIGATION HEADS, 19. AFTER ALL NEW IRRIGATION PIPING AND RISERS ARE IN PLACE AND CONNECTED AND ALL OTHER

(5) PSI RATED. (12) FEET OF ELEVATION CHANGE SHALL SEPARATE CHECK VALVES. CHECK VALVES SHALL BE FIVE LATERAL SYSTEMS FROM OCCURING AT THE HEADS OF LOWEST ELEVATION. NO MORE THAN TWELVE 18. CHECK VALVES SHALL BE INSTALLED AS NECESSARY TO PREVENT DRAINAGE OF THE VARIOUS

OUTSIDE THE PUBLIC RIGHT-OF-WAY. HEADS PROVIDING IRRIGATION OF AREAS WITHIN THE PUBLIC RIGHT-OF-WAY, SHALL BE INSTALLED 17. ALL IRRIGATION LINES AND APPURTENANCES, WITH THE EXCEPTION OF IRRIGATION LATERALS AND

CONNECTION. VERIFY EXACT LOCATION OF THE CONTROLLER INSTALLATION WITH OWNER PRIOR TO FINAL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS. SLEEVED IN ELECTRICAL CONDUIT FROM THE CONTROLLER TO THE MAINLINE. ALL EQUIPMENT SHALL 120 VOLT RECEPTICAL SHALL BE PROVIDED BY THE OWBER/DEVELOPER. CONTROL WIRES SHALL BE 16. AUTOMATIC CONTROLLER IS TO BE WALL MOUNTED OUTSIDE OF EQUIPMENT ENCLOSE WALL. A

TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS. 15. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH PVC SCHEDULE 40, A MINIMUM OF OF

FOUR (4) INCHES IN DIAMETER. AREAS. SLEEVES SHALL BE TWICE THE DIAMETER OF THE BUNDLED WIRE OR A MINIMUM OF OF TEN (10) FEET. ALL WIRE SHALL BE SLEEVED SEPARATELY WHEN PASSING UNDER PAVED 14. ALL WIRE SHALL BE BUNDLED AND PLACED BENEATH THE MAINLINE AND TAPED AT INTERVALS

MAINLINE. AN ADDITIONAL TWO (2) WIRES SHALL BE RUN FOR EACH SPLIT IN THE MAINLINE. ADDITIONAL WIRES SHALL BE RUN FROM THE CONTROLLER/S TO THE LAST VALVE ON THE 'PEN-TITE' CONNECTORS OR APPROVED EQUAL. SPLICES ARE NOT ACCEPTABLE. TWO (2) 13. ALL WIRE SHALL BE ANG-UF DIREST BURIAL TYPE, AND ALL CONNECTIONS SHALL BE MADE WITH

VALVE, SEE DETAIL. SHALL BE INSTALLED IN TEN (10) INCH ROUND VALVE BOXES WITH PEA GRAVEL BENEATH THE MINIMUM OF 12" ABOVE THE HIGHEST SPRINKLER HEAD ON THE SERVICED SYSTEM. BALL VALVES12. ALL REMOTE CONTROL VALVES SHALL BE INSTALLED 18" FROM THE TOP OR TOE OF SLOPE A

AND II. ALL RISERS AND NIPPLES SHALL BE REAMED SCHEDULE 80 PVC.11. ALL PLASTIC FITTINGS SHALL BE RIGID POLYVINYL CHLORIDE, STANDARD SCHEDULE 40 TYPE I

DRAWINGS, DETAILS, OR LEGEND. SHALL BE RIGID PVC 1120, SDR 21 OR CLASS 200 PVC UNLESS OTHERWISE SHOWN ON THE

10. LATERAL LINES: ALL PIPING UNDER INTERMITTENT PRESSURE, DOWN STREAM OR CONTROL VALVES

315 PVC UNLESS OTHERWISE SHOWN ON THE DRAWINGS, DETAILS, OR LEGEND. SYSTEM AND CONTROL VALVES AS PER LOCAL CODE OR SHALL BE PVC SCHEDULE 40 OR CLASS

9. MAIN LINES: ALL PIPING UNDER CONSTANT PRESSURE BETWEEN WATER METER AND OR SUPPLY

INSIDE SCHEDULE 40 SLEEVES TWICE THE DIAMETER OF THE SLEEVED LINE. WHEN PASSING UNDER FUTURE DRIVES, SHALL BE BURIED THIRTY (30) INCHES DEEP SHALL BE BURIED TWELVE (12) INCHES DEEP. DEPTH FOR BOTH MAINLINE AND LATERAL LINES,

8. ALL PRESSURE MAINLINES SHALL BE BURIED EIGHTEEN (18) INCHES DEEP, AND ALL LATERAL LINES

LANDSCAPE ARCHITECT. UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY THE OWNER OR THE C) THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED B) ALL LATERAL LINES SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE (1) HOUR. LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. PERIOD OF FOUR (4) HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE A) ALL MAINLINE IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 150 PSI FOR A

7. PRIOR TO BURYING IRRIGATION LINES:

REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK A TEST OF COVERAGE OF WATER AFFORDED THE PLANTING AREAS TO ENSURE THAT IT IS COMPLETE OWNER/DEVELOPER'S AUTHORIZED REPRESENTATIVE OR THE LANDSCAPE ARCHITECT, SHALL PERFORM 6. WHEN THE IRRIGATION SYSTEMS ARE COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE

DRIVES SHALL BE INSTALLED ON POP-UP BODIES.5. AS A MINIMUM, ALL IRRIGATION HEADS LOCATED ADJACENT TO WALKWAYS, STREETS AND

SPRAY OFF OF THE WALKWAYS, WALLS, STREETS AND DRIVES.4. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE AND TO KEEP

3. CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF ALL EXISTING SITE CONDITIONS.

2. IRRIGATION PLAN IS DIAGRAMATIC ONLY.

SPECIFICATIONS AND REQUIREMENTS.1. ALL IRRIGATION MATERIALS AND PROCEDURES SHALL CONFORM TO THE COUNTY OF SAN DIEGO

IRRIGATION SPECIFICATIONS:

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SCALE: 1/8" = 1'-0"01 PLANTING PLAN

AT

&T

MATERIALS MADE NECESSARY THROUGH THE ACTION OR NEGLIGENCE OF HIS CREW.17. LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS OR REPLACEMENT OF

THE END OF THE MAINTENANCE PERIOD OR EXTENSION THEREOF. PERIOD FOR ALL TREES AND SHRUBS SHALL COMMENCE UPON WRITTEN APPROVAL OF THE OWNER AT GUARANTEE ALL SHRUBS FOR NINETY (90) DAYS AND ALL TREES FOR ONE (1) YEAR. GUARANTEE16. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTING AREAS FOR A PERIOD OF THIRTY (30) DAYS,

MATERIALS, TRASH, AND TOOLS ON A DAILY BASIS.15. THE LANDSCAPE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN CONDITION REMOVING ALL USED

ARE REQUIRED FOR ALL 24" BOX OR LARGER TREES. ARCHITECT TO APPROVE ALL PLANT MATERIAL AND ITS INTENDED LOCATION ON SITE. PHOTOGRAPHS14. TWENTY FOUR (24) HOURS PRIOR TO PLANTING, CONTRACTOR SHALL CONTACT OWNER/LANDSCAPE

INTENT OF THESE DRAWINGS. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY PLANT MATERIAL TO FULFILL THE DESIGN13. PLANT COUNTS ARE FOR THE CONVENIENCE OF LANDSCAPE CONTRACTORS ONLY. LANDSCAPE

12. ALL STANDARD TREES SHALL BE DOUBLED STAKED AS PER DETAIL.

FOR INSPECTION BY THE OWNER/LANDSCAPE ARCHITECT. A ONE (1) CUBIC YARD SAMPLE OF MULCH TO BE USED SHALL BE DELIVERED TO THE SITE11. ALL WATERING BASINS SHALL RECEIVE A MINIMUM OF TWO (2) INCHES OF SHREDDED BARK MULCH.

CONTAINER AND AT LEAST TWELVE (12) INCHES BELOW THE BOTTOM OF THE CONTAINER.10. PLANT PITS SHALL BE SQUARE AND TWO (2) TIMES GREATER IN DIAMETER THAN THE PLANT

MATURE DRIP LINE OF THE TREE (MINIMUM 10'-0"). EDGE OF THE HARDSCAPE, WALL AND/OR STRUCTURE BEING PROTECTED TO THE EXTENT OF THE A ROOT CONTROL BARRIER SHALL BE UTILIZED. BARRIER SHALL EXTEND ALONG THE SHOULD IT BE NECESSARY TO PLANT WITHIN 10'-0" OF HARDSCAPE, WALLS AND/OR STRUCTURES,

E) 25'-0" AWAY FROM INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) D) 10'-0" AWAY FROM DRIVEWAYS (ENTRIES) C) 10'-0" AWAY FROM ABOVE GROUND UTILITY STRUCTURES B) 5'-0" AWAY FROM UNDERGOUND UTILITY LINES A) 10'-0" AWAY FROM TRAFFIC SIGNS (STOP SIGNS)

CONDITIONS:9. ALL TREES SHALL BE PLANTED OUTSIDE THE PUBLIC RIGHT-OF-WAY UNDER THE FOLLOWING

1-21 GRAM TABLET PER 4" OF BOX SIZE 4-21 GRAM TABLETS PER 15 GALLON CONTAINER 3-21 GRAM TABLETS PER 5 GALLON CONTAINER 2-21 GRAM TABLETS PER 1 GALLON CONTAINER

D) PLANTING TABLETS 20-10-5

ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. RECOMMENDATIONS FOR ALL SLOPE AREAS SHALL BE PROVIDED TO THE LANDSCAPE RECOMMENDATIONS FOR TREE AND SHRUB BACKFILL, AS WELL AS BROADCAST AMENDMENT POINTS IN THE SLOPE PLANTING AREAS AND ANALYZED BY SOIL TESTING LABORATORY. BIDDING PURPOSES ONLY. A MINIMUM OF THREE (2) SOIL SAMPLES SHALL BE TAKEN FROM VARIOUS NOTE: THE ABOVE SOIL AMENDMENTS IN ITEMS SIX (6) AND EIGHT (8) ARE SPECIFIED FOR C) 1 LB. SOIL SULPHUR B) 2 LBS. IRON SULFATE (DO NOT PLACE ON CONCRETE SURACES) A) 1 LB. AGRIFORM SLOW RELEASE FERTILIZER 12-12-12

NITROGEN STABILIZED WOOD SHAVINGS, THE FOLLOWING AMENDMENTS SHALL BE INCORPORATED:8. FOR EACH CUBIC YARD OF BACKFILL CONSISTING OF 60

SOLUABLE SALTS ARE ADEQUATELY LOW SHALL THE ABOVE AMENDMENTS BE INCORPORATED. THE SURFACE SOIL ZONE. THIS PROCEDURE IS CALLED LEACHING AND ONLY WHEN COMPLETED AND WATERED IN A MANNER THAT WILL PASS A MINIMUM OF TWELVE (12) INCHES OF WATER THROUGH7. PRIOR TO THE INCORPORATION OF THE AMENDMENTS, ALL PLANTING AREAS ARE TO BE THOROUGHLY

B) THREE (3) POUNDS OF AGRICULTURAL GYPSUM A) SIX (6) LBS. OF 16-7-12+IRON FERTILIZER

THE TOP TWO (2) INCHES OF SOIL. 6. ALL PLANTING AREAS SHALL RECEIVE THE FOLLOWING AMENDMENTS PER 1000 SQ. FT. RAKED INTO

APPLICATION. DEPENDING UPON WEED GROWTH. PLANTING TO COMENCE TWELVE (12) DAYS AFTER LAST DIRECTIONS. REPEAT APPLICATIONS MAY BE NECESSARY AFTER REQUIRED MINIMUM OF TWO (2), HERBICIDE APPLICATION. "ROUND-UP" HERBICIDE TO BE SPRAYED ON WEEDS PER MANUFACTURER'S 5. ALL NEW PLANTING AREAS AND SLOPES ARE TO BE WATERED FOR FIFTEEN (15) DAYS PRIOR TO

FINISH GRADING OF THE SITE. SITE SHALL BE RECEIVED AT PLUS OR MINUS ONE (1) INCH. COMMENCEMENT OF PLANTING OPERATIONS. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE4. LANDSCAPE CONTRACTOR SHALL RAKE AND FINE GRADE ALL AREAS TO BE PLANTED PRIOR TO THE

PLANTING AREAS ON THE SITE AND DISPOSE OF IT AT AN APPROVED DISPOSAL AREA. COVER, TRASH, CLIPPINGS, ROCK OVER TWO (2) INCES IN DIAMETER AND OTHER DEBRIS FROM ALL3. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, INCLUDING ALL SLOPE GROUND

2. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL.

SPECIFICATIONS AND REQUIREMENTS.1. ALL PLANTING MATERIALS AND PROCEDURES SHALL CONFORM TO THE COUNTY OF SAN DIEGO

PLANTING SPECIFICATIONS:

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