crown sheet number: description castle d-2 details &...

VICINITY MAP PROJECT TEAM

GENERAL CONTRACTOR NOTES:

1. STREET USE PERMIT SHALL BEOBTAINED BY CONTRACTORPRIOR TO COMMENCING WORK.

2. ALL WORK TO BE CONDUCTED INTHE CITY RIGHT OF WAY.

3. ALL DISTURBED LANDSCAPINGSHALL BE REPLACED TO SIMILAREXISTING CONDITION.

4. ANY SIDEWALK CLOSURE SHALLBE COORDINATED WITH THECITY AND PROPER SIGNING WILLBE PLACED.

5. NO MATERIALS OR EQUIPMENTSHALL BE STORED ON PRIVATEPROPERTY OR BLOCK ACCESS TOPRIVATE PROPERTY.

6. CLEANUP OF SITE WILL BECOMPLETED EACH EVENING ANDTHE SITE WILL BE RETURNED TOEXISTING CONDITIONS AT THECOMPLETION OF CONSTRUCTIONAT EACH SITE.

CONTRACTOR SHALL VERIFY ALLPLANS AND EXISTING DIMENSIONSAND CONDITIONS ON THE JOB SITEAND SHALL IMMEDIATELY NOTIFYTHE ENGINEER IN WRITING OF ANY

DISCREPANCIES BEFORE PROCEEDINGWITH THE WORK OR RESPONSIBLE

FOR SAME.

PROJECT MANAGER:CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134MICHAEL MILLER(408) [email protected]

NODE ENGINEER:COASTAL COMMUNICATIONS5841 EDISON PL, STE. 200CARLSBAD, CA 92008TODD THREW(760) 929-0910 ext. [email protected]

N.T.S.

CROWN

CASTLE

SITE: CA-PHS08m

1159 WINSOR AVE

CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA

CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA

(358 HILLSIDE AVENUE #16-0385)

SITE NAME & ADDRESS:

CROWN CASTLE PROJECT NO.

PROPRIETARY INFORMATION

THE INFORMATION CONTAINED IN THISSET OF DRAWINGS IS PROPRIETARY AND

CONFIDENTIAL TO VERIZON. ANY USE ORDISCLOSURE OTHER THAN AS IT RELATES

TO VERIZON IS STRICTLY PROHIBITED.

SHEET NUMBER:

DRAWN BY: DRAFT DATE: APPROVED BY:

AC 02/09/15

DATEREVISION / ISSUE

DESCRIPTION

TICKET #_______________________UNDERGROUND SERVICE ALERT

1-800-227-2600CALL AT

LEAST TWODAYS BEFORE

YOU DIG

PREPARED BY:

CLIENT:

695 RIVER OAKS PARKWAYSAN JOSE, CA 95134www.crowncastle.com

CROWN

CASTLE

5841 EDISON PLACE, SUITE 200CARLSBAD, CA 92008PHONE: (760) 929-0910

FAX: (760) 929-0936www.coastalcomminc.com

CommunicationsTelecommunications Engineering

Coastal

GD

V258040

PIEDMONT HIGH SCHOOL

06/13/16

UPDATED PROFILE ASSEMBLY &

INSTALL 3' X 5' VAULT

CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17

ADDED DETAILED ENLARGED

SITE PLAN/ADDED UTILITIES

01/31/17ADDED SURVEY

ADDED USA UTILITY MARKUPS &

PG&E SHUT OFF PROCEDURE

04/04/17

CITY REDLINES 05/16/17

CUSTOMER REDLINES 07/07/17

NEW RADIO/ANTENNA SHROUD 07/28/17

PROJECT SUMMARY

T-1

SHEET INDEX

SHEET NUMBER: DESCRIPTION

TITLE SHEET

CROWN CASTLE TO INSTALL THE FOLLOWING:

· REMOVE EXISTING UTILITY POLE #110113803 AND INSTALLNEW 45'-0" CLASS III UTILITY POLE.

· INSTALL POWER METER ON BACK SIDE OF POLE.· INSTALL POWER DISCONNECT BOX ON BACK SIDE OF POLE.· INSTALL (1) RRUS-11 B13, AND (1) RRUS-32 B4/66 RADIOS WITH

SHROUD KIT.· INSTALL 2" SCHEDULE 80 COMM RISER ON BACK SIDE OF POLE.· INSTALL 1" SCHEDULE 80 POWER RISER ON BACK SIDE OF

POLE.· TRANSFER CATV WITH GUY AT 20' 0"; EXISTING HEIGHT AT 19'

7".· TRANSFER TELCO DROP0S AT 20' 4"; EXISTING HEIGHT AT 21' 8".· INSTALL CROWN CASTLE FIBER WITH DOWN GUY AT 21' 0".· TRANSFER STREET LIGHT ARM AT 24' 8"; EXISTING HEIGHT AT

24' 8".· TRANSFER LUMINARE AT 25' 2"; EXISTING HEIGHT AT 25' 2".· TRANSFER SECONDARY WITH DOWN GUY AT 28' 0"; EXISTING

HEIGHT AT 29' 4".· TRANSFER POWER OVERHEAD GUY AT 29' 0"; EXISTING HEIGHT

AT 28' 10".· TRANSFER POWER OVERHEAD GUY AT 30' 0"; EXISTING HEIGHT

AT 29' 10".· INSTALL (1) AMPHENOL ANTENNA MODEL #CUUT070X6Fxyz0

ON SIDE MOUNT KIT #007J.

TITLE SHEET

DETAILS & NOTES

T-1

D-1

S-1

SP-2 ELEVATION

DETAILS & NOTESD-2

O-1 SURVEY

EP-1 EXISTING SITE PLAN

SP-1 PROPOSED SITE PLAN

LANDSCAPE PLANLP-1

DETAILS & NOTESD-3

SITE PHOTOS

AutoCAD SHX Text

N

10"

18"

1" 131TYP.

173

16"

16316"

4" OUT-OUT

TOP VIEW

3"

16316"(N) RRU-12(BY OTHERS)

15"

66"

23116"

(N) RRUS-32(BY OTHERS)

83 4"

(E) POLEISO VIEW

ELEVATION VIEW

D-1

DETAILS & NOTES







SHEET NUMBER:


AC 02/09/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040


06/13/16



CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17






04/04/17




CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA


SCALE

1" = 2' 0"

3

SCALE

1" = 2' 0"

1

SCALE

1" = 2' 0"

2

ERICSSION RRUS-11 REMOTE RADIO UNIT

COLOR: GRAY

DIMENSIONS: 17.8" TALL X 16.97" WIDE X 7.2" DEEP

(INCLUDING SUNSHIELD & HANDHOLE)

WEIGHT, INCLUDING MOUNTING HARDAWARE:50.7 lbs

17.8"

16"

16.97"

12"

CLR

7.2"

SIDE

VIEW

FRONT

VIEW

P1000 UNISTRUT

AS ATTACHMENT

rrus 11 WITH

SUNSHIELD

P100 UNISTRUT

AS ATTACHMENTS

SUNSHIELD

TOP VIEW

ERICSSON RRUS-11 REMOTE RADIO UNIT

(TYPICAL SECTION: N.T.S)

LEGENDSYMBOL DESCRIPTION

STATION POINTS (100' INCREMENTS)

EXISTING CURB & GUTTER

EXISTING RIGHT OF WAY

EXISTING CURB RAMP

C&G

STA.

R/W

EXISTING CENTER LINEC

L

EXISTING STREETLIGHT

ABBREVIATIONS

C&G

EOP

PL

A/C

CL

R/W

S/B

EDGE OF PAVEMENT

RIGHT OF WAY

SUBDIVISION BOUNDARY

ASPHALT CURB

CURB & GUTTER

CENTERLINE

PROPERTY LINE

EX. EXISTING

PCC SIDEWALK

TRENCH AND FIBER CONDUIT (PVT)

EQUIPMENT ENCLOSURE

PROPOSED

EXISTING

.............

B.O.C. BACK OF CURB

F.O.C. FACE OF CURB

F/EOP FACE OF EDGE OF PAVEMENT

B/EOP BACK OF EDGE OF PAVEMENT

CENTER OF RADIATION

TOP OUTSIDE STREET

VERTICAL GROUND LEVEL

ABOVE GROUND LEVEL

COMMUNICATION

STREET LIGHT

PLAIN CONCRETE CEMENT

RAD

TOS

VGL

AGL

COMM

STL

PCC

3M (ANTENNA RADOME WRAP MATERIAL)

· MATERIAL NAME: IJ 180 CV3

· A VERSATILE 2-MIL FILM WITH SLIDABLE,

POSITIONAL, PIZO INKJET PRINTABLE FILM FOR

SIGNS, FLEET GRAPHICS AND WATERCRAFT,

EVEN ON CORRUGATIONS AND RIVETS.

· Cv3 AIR RELEASE SYSTEM FOR WRAPS.

· FILM WILL BE MADE WITH WOOD GRAIN

GRAPHIC, VISUALLY MATCHED TO THE UTILITY

POLES TEXTURE AND COLOR AS A STEALTH

ELEMENT.

ERICSSON RRUS-32 REMOTE RADIO UNIT


ERICSSION RRUS-32 REMOTE RADIO UNIT

COLOR: GRAY

DIMENSIONS: 27.2" TALL X 12.5" WIDE

X 7.41"

TOTAL WEIGHT: 55.12 LBS

TOP VIEW SIDE

VIEW

FRONT

VIEW

AutoCAD SHX Text

#

D-2

DETAILS & NOTES







SHEET NUMBER:


AC 02/09/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040


06/13/16



CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17






04/04/17




CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA


NOTES:

1. TOP KNOCK OUT WITH LIQUID FLEX 45° AND STRAIGHT CONNECTORS AVAILABLE TO

POWER UTILITY CREW CONNECTION.

2. BOTTOM KNOCK OUT FOR CONNECTING TO CUSTOMER FUSE DISCONNECT BOX.

3. HEIGHT MAY BE DETERMINED BY POWER UTILITY.

UL APPROVED ONLY

8"

12"

4-3/4"

C

B

D

G

F

A

E

1" Ø BOTTOM

KNOCK OUT

METER CABINET WTR PART # 2 POLE 120/140 SINGLE PHASE

4' X 1"Ø LIQUID TIGHT METALLIC FLEX CONDUIT

1" Ø LIQUID TIGHT CONNECTOR STR POINT

1" Ø LIQUID TIGHT CONNECTOR- 45°

5/16" X 1" BOLT - STAINLESS STEEL

5/16" LOCK WASHER - STAINLESS STEEL

5/16" NUT - STAINLESS STEEL

1

1

1

1

2

2

2

PARTS LIST

CALLOUT QTY DESCRIPTION

A

B

C

D

E

F

G

SCALE

N.T.S.

POWER METER

6

SCALE

N.T.S.

7

C

6"

H

G

1" Ø BOTTOM

KNOCK OUT

A

1" Ø TOP

KNOCK OUT

4"

J

9"

3/4" Ø SIDE

KNOCK OUT

UL APPROVED ONLY

G

I

I

H

NOTES:

1. MAIN DISCONNECT BREAKER.

2. MANUFACTURER SQUARE D -

(OR EQUIVALENT).

3. BREAKER SIZE AND INCIDENTAL

WIRING SPECIFIED BY CLIENT.

4. KAIC SPECIFIED BY POWER

COMPANY.

5. 1" CLOSE NIPPLE FOR FEED

FROM POWER SOURCE.

6. 3/4" LIQUID FLEX TO

TRANSCEIVER.

7. CABINET LOCKABLE FOR CLIENT

ONLY

CALL

OUT

A

B

C

D

E

F

G

H

I

J

QTY

1

1

1

1

1

1

4

4

4

1

DESCRIPTION

CABINET WATER PART

BREAKER AMP KAIC 2 POLE 120/140 VAC SINGLE PHASE

1" CLOTS NIPPLE STRAIGHT

3/4" X 4' LIQUID TIGHT METALLIC FLEX CONDUIT WITH CONNECTOR

3/4" Ø LIQUID TIGHT FLEX CONNECTOR 45°

3/4" Ø LIQUID TIGHT FLEX CONNECTOR - STRAIGHT

5/16" X 1" BOLT - STAINLESS STEEL

5/16 LOCK WASHER

5/16" NUT - STAINLESS STEEL

1" LOCK NUT

PART LIST

DISCONNECT BOX

D

E

F

"OFF"

"ON"

SCALE

N.T.S.

5

SCALE

N.T.S.

4

EXISTING

WOOD MOULDING

FINISH GRADE

EXISTING

WOODEN POLE

BAREN Cu GROUND

CONDUCTOR

NOTE:

UTILITY POLE GROUND SHALL COMPLY WITH PUBLIC

UTILITIES COMMISSION OF THE STATE OF CALIFORNIA

GENERAL ORDER No. 95 (SECTION 59.4, 92.4)

EXO THERMIC / CAD WELD

TYPE CONNECTION

#6 (5/8" X 8') COPPER

CLAD GROUND ELECTRODE

GROUND ROD INSTALLATION FOR WOODEN POLES

TYPICAL SECTION: N.T.S.

EXISTING

GROUND ROD

WOOD MOULDING

NATIVE

SOIL

ANTENNA KIT 007J


1.50

0.75

7.00

2.40

2.00

31.80

33.30

TOP

VIEW

4.23

2.40

14.22

10.42

1.42

2.00

3.10

1.50

2.89

3.25

35.59

14.58

24.00

28.96

ASSEMBLY

42.16

26.07

17.65

ANTENNA BRACKET

BASE COVER

ANTENNA BRACKET SHAFT COVER

ANTENNA PORT COVER

7.46

2.20

Ø0.25

NOTES:

MODIFIED ANTENNA TOP

REQUIRED

(FOR AZIMUTH ADJUSTMENT)

MOD-TOP

VIEW

2.81

1.00

1.00

Ø0.45

Ø0.45

1.00

R0.50

2.00

ASSEMBLY

VIEW

7.24

6.75

6.64

0.50

0.13

0.69

1.00

2.00

6.75

0.13

1.00

Ø0.38

6.64

0.50

2.00

2.25

BASE

SLOTS

FRONT VIEW

14.22

TOP

Ø1.18

Ø8.00

FRONT

BOTTOM

1.18

0

.

7

5

5.17

0.50

Ø8.00

3.00

2.00

2.89

MODIFIED SPLITTER

BRACKET

2.50

1.002.12

0.65

0.50

ANTENNA WILL VARY

AutoCAD SHX Text

3.44

D-3

DETAILS & NOTES







SHEET NUMBER:


AC 02/09/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040


06/13/16



CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17






04/04/17




CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA


SCALE

N.T.S.

8

SCALE

N.T.S.

10

SCALE

N.T.S.

9

S

A

M

P

L

E

SAMPLE

KEY MAPA LOOKING WESTB

LOOKING NORTHC LOOKING EASTD S-1







SHEET NUMBER:


AC 02/09/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040


06/13/16



CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17






04/04/17




SITE PHOTOS

CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA


SITE: CA-PHS08m

1159 WINSOR AVE

P

A

R

K

V

I

E

W

A

V

E

W

I

N

S

O

R

A

V

E

AutoCAD SHX Text

N

101

24'

WINSOR AVE STA. 100 + 00

PARK VIEW AVE STA. 100 + 00

8'

P

A

R

K

V

I

E

W

A

V

E

C

&

G

99

CL

C

L

C

U

R

B

C

U

R

B

CURB

CURB

7

'

S

I

D

E

W

A

L

K5

' S

ID

E

W

A

L

K

5' SIDEWALK

W

I

N

S

O

R

A

V

E

24'

12'

17'

40'

40'

8'

8'

8'

2' GREENBELT

5

'

S

I

D

E

W

A

L

K

40'

24'

8'

8'

R

/

W

C

&

G

R

/

W

R

/

W

R

/

W

R/W

R/W

CL

#1154

L

#1159

P

#1158

#1162

#246

PL

P

L

#255

P

L

#1166

1

5

"

A

C

P

S

E

W

E

R

6

"

V

C

P

S

E

W

E

R

6

"

P

V

C

S

E

W

E

R

E

X

I

S

T

I

N

G

W

A

T

E

R

15" A

CP

SE

W

ER

E

X

I

S

T

I

N

G

W

A

T

E

R

E

X

I

S

T

I

N

G

W

A

T

E

R

W

S

S

W

W

2' GREENBELT

2

'

G

R

E

E

N

B

E

L

T

7

'

S

I

D

E

W

A

L

K

W

19'

EP-1







SHEET NUMBER:


AC 02/09/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040


06/13/16



CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17






04/04/17




EXISTING SITE PLAN

CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA


SCALE: 1" = 20'

NORTH

EXISTING ANCHOR

(1' B.O.C.) STA. 101 + 15

EXISTING VEGETATION

(0' B.O.C.)

EXISTING 5" DBH HORSE CHESTNUT TREE,

AESCULUS HIPPOCASTANUM

(1' B.O.C.) STA. 101 + 20

EXISTING STORMDRAIN INLET

(1' B.O.C.) STA. 101 + 31

EXISTING SPRINKLER HEAD

(1' B.O.C.) STA. 101 + 23

EXISTING SEWER MANHOLE

(1' B.O.C.) STA. 101 + 25

EXISTING VEGETATION

(1' B.O.C.) STA. 101 + 33

EXISTING 6' PRIVACY FENCE

(1' B.O.C.) STA. 101 + 34

EXISTING UTILITY POLE #110113803

(1' B.O.C.) STA. 101 + 08

EXISTING 26" DBH CANARY ISLAND DATE PALM,

PHOENIX CANARIESNSIS, WITH 36" BASE

(1' B.O.C.) STA. 100 + 98

EXISTING HEDGE

EXISTING TREE

(1' B.O.C.) STA. 100 + 77

EXISTING CAPPED 3" PVC PIPE

(2' B.O.C.) STA. 100 + 76

EXISTING TREE

(1' B.O.C.) STA. 100 + 94

EXISTING HEDGE


(1' B.O.C.) STA. 101 + 19

EXISTING 3" PG&E

PER USA

EXISTING WATER

PER USA

NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA

DIG ALERT MARKOUTS AND FIELD VERIFICATION.

LATITUDE:

LONGITUDE:

37.820328

-122.236256

CA-PHS08

NODE COORDINATE

101

C

L

CURB

CURB

5

' S

ID

E

W

A

L

K

5' SIDEWALK

WINSOR AVE

24'

17'

40'

8'

8'

R/W

R/W

L

#1159

P

#1158

#1162

PL

PL

#1166

6

"

P

V

C

S

E

W

E

R

15" A

CP

SE

W

ER

E

X

I

S

T

I

N

G

W

A

T

E

R

EXISTING VEGETATION

(0' B.O.C.)

EXISTING 5" DBH HORSE CHESTNUT

TREE, AESCULUS HIPPOCASTANUM

(1' B.O.C.) STA. 101 + 20



(1' B.O.C.) STA. 100 + 98

EXISTING HEDGE

S

S

S

W

W

1'

S

2

' G

R

E

E

N

B

E

L

T

2' GREENBELT

PROPOSED NODE LOCATION

REMOVE EXISTING UTILITY POLE #110113803 AND

INSTALL NEW 45'-0" CLASS III UTILITY POLE

(1' B.O.C.) STA. 101 + 10

W

W

19'

EXISTING 3" PG&E

PER USA

EXISTING WATER

PER USA

PG&E

LP-1







SHEET NUMBER:


AC 02/09/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040


06/13/16



CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17






04/04/17




LANDSCAPE PLAN

CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA


SCALE: 1" = 10'

NORTH

EXISTING TREE

(1' B.O.C.) STA. 100 + 77

EXISTING TREE

(1' B.O.C.) STA. 100 + 94

ALL CONSTRUCTION ACTIVITIES TO ADHERE TO THE RECOMMENDATIONS OF THE ARBORIST REPORT ASIT PERTAINS TO PROTECTION OF THE EXISTING TREES, SHRUBS, AND ROOT SYSTEMS RELATED. CONSTRUCTION CREW TO FOLLOW PROCEDURES ENTAILED WITHIN REPORT TO ENSURE NO DAMAGEWILL OCCUR PER THE ARBORIST NOTES. ALL LANDSCAPING WILL BE RESTORED TO ORIGINAL CONDITIONTO THE SATISFACTION OF THE CITY INSPECTOR.



LATITUDE:

LONGITUDE:

37.820328

-122.236256

CA-PHS08

NODE COORDINATE

WINSOR AVE STA. 100 + 00

PARK VIEW AVE STA. 100 + 00

101

C

L

CURB

CURB

5

' S

ID

E

W

A

L

K

5

' S

ID

E

W

A

L

K

24'

17'

40'

8'

8'

2' GREENBELT

5

'

S

I

D

E

W

A

L

K

40'

24'

8'

8'

C

&

G

R

/

W

R/W

R/W

C

L

EXISTING SPRINKLER HEAD

(1' B.O.C.) STA. 101 + 23

EXISTING ANCHOR

(1' B.O.C.) STA. 101 + 15

EXISTING VEGETATION

(0' B.O.C.)

EXISTING 5" DBH HORSE CHESTNUT TREE,

AESCULUS HIPPOCASTANUM

(1' B.O.C.) STA. 101 + 20

EXISTING STORMDRAIN INLET

(1' B.O.C.) STA. 101 + 31


(1' B.O.C.) STA. 101 + 25

#1159

#1162

PL

PL

#255

PL

#1166



(1' B.O.C.) STA. 100 + 98

PROPOSED NODE LOCATION


INSTALL NEW 45'-0" CLASS III UTILITY POLE

(1' B.O.C.) STA. 101 + 10

EXISTING HEDGE

68'

43'

87'

17'

6'

48'

WINSO

R AVE

P

A

R

K

V

I

E

W

A

V

E

1

5

"

A

C

P

S

E

W

E

R

6

"

P

V

C

S

E

W

E

R

15"

AC

P S

EW

ER

6'

E

X

I

S

T

I

N

G

W

A

T

E

R

E

X

IS

T

IN

G

W

A

T

E

R

4'

5'

S

W

W

W

2

' G

R

E

E

N

B

E

L

T

7

'

S

I

D

E

W

A

L

K

19'

W

W

EXISTING 3" PG&E

PER USA

EXISTING WATER

PER USA

PG&E

SP-1







SHEET NUMBER:


AC 02/09/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040


06/13/16



CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17






04/04/17




PROPOSED SITE PLAN

CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA


SCALE: 1" = 10'

NORTH

PG&E TO REMOVE EXISTING 40' POLE AND REPLACE IT WITH NEW

45'-0" CLASS III WOODEN POLE.

PROPOSED HEIGHT OF NEW POLE WILL BE 38'-6" ABOVE GROUND.

EXISTING HEIGHT OF POLE ABOVE GROUND IS 32'-5".

10'



GENERAL NOTES:

1. EACH NODE CONNECTS TO A FIBER OPTIC NETWORK.

2. SIDEWALK REPLACEMENT: MATCH TO EXISTING SIDEWALK

PER THE SATISFACTION OF THE CITY ENGINEER.

3. NO HEDGE/TREES TO BE DISTURBED.

4. RECOMMEND TO USE A NON SLIP LID ON VAULT.

5. FOR SLOPE ANGLE, SEE SURVEY SHEET O-1.

6. FOR ALL STEPPED OR SLOPING SIDEWALKS: REPLACEMENT

OF SIDEWALKS WILL BE TO THE SATISFACTION OF THE CITY

ENGINEERING STAFF DURING CONSTRUCTION PERMITTING

PHASE.

NOTE: THIS NODE IS ON ZONE A.

LATITUDE:

LONGITUDE:

37.820328

-122.236256

CA-PHS08

NODE COORDINATE

1'

7'-0"

9"

INSTALL POWER METER ON BACK SIDE OF POLE

(FROM JEROME AVE)

(SEE DETAIL 5, SHEET D-2)

INSTALL POWER DISCONNECT BOX ON BACK SIDE OF POLE

(FROM JEROME AVE)


34'-0"

35'-0"

TOP OF NEW POLE AT 38' 6";

EXISTING HEIGHT OF POLE AT 30' 1"

6'-6"

GROUND LEVEL

PAVEMENT

CURB

INSTALL (1) AMPHENOL ANTENNA

MODEL #CUUT070X06Fxyz0 ON SIDE

MOUNT KIT #007J

(SEE DETAIL 7, SHEET D-2;

SEE DETAIL 8, SHEET D-3)


INSTALL NEW 45' 0" CLASS III SERVICE POLE

INSTALL VERTICAL GROUND ROD


INSTALL 2" SCHEDULE 80 COMM RISER

ON BACK SIDE OF POLE (FROM JEROME AVE)

INSTALL 1" SCHEDULE 80 POWER RISER

ON BACK SIDE OF POLE (FROM JEROME AVE)

INSTALL (1) RRUS-11 B13 & (1) RRUS-32 B4/66

RADIOS WITH SHROUD KIT AT 11' 0" ON BACK

SIDE OF POLE (FROM JEROME AVE)

(SEE DETAILS 1, 2 & 3, SHEET D-1)

TRANSFER POWER OVERHEAD GUY AT 30' 0";

EXISTING HEIGHT AT 29' 10"

TRANSFER POWER OVERHEAD GUY AT 29' 0";

EXISTING HEIGHT AT 28' 10"TRANSFER SECONDARY WITH DOWN GUY AT 28' 0";


TRANSFER STREET LIGHT AT ARM 24' 8";


TRANSFER LUMINARE AT 25' 2";


INSTALL CROWN CASTLE FIBER

WITH DOWN GUY AT 21' 0"

TRANSFER TELCO DROPS AT 20' 4";


TRANSFER CATV WITH GUY AT 20' 0";


3' 0"

6' 0"

1'

18"

PLACE NEW NOTICE SIGN AT 8' - 0"


PLACE NEW CAUTION SIGN AT 33'-9"


SAMPLE

S

A

M

P

L

E

INSTALL NEW 45' CLASS

III UTILITY POLE

CURB

INSTALL (1) AMPHENOL ANTENNA

MODEL # CUUT070X06Fxyz0

AZIMUTH: 160° & 280°

INSTALL 1" SCHEDULE

80 POWER FEED RISER

INSTALL 2" SCHEDULE

80 COMM RISER

PARK VIEW AVE

INSTALL EQUIPMENT

B LOOKING EAST

POLE ID: #110113803

EXISTING TOP OF POLE AT 32'-5"PROPOSED TOP OF POLE AT 38'-6"TOP OF ANTENNA: 35'-0"RAD CENTER: 34'-0"AZIMUTHS: 160° & 280°

A TOP VIEW

0°

NO

RT

H

90°

SP-2







SHEET NUMBER:


AC 02/09/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040


06/13/16



CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17






04/04/17




CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA


PROJECT DESCRIPTION

CROWN CASTLE TO INSTALL THE FOLLOWING:

· REMOVE EXISTING UTILITY POLE #110113803 AND INSTALL NEW 45'-0"CLASS III UTILITY POLE.

· INSTALL POWER METER ON BACK SIDE OF POLE.· INSTALL POWER DISCONNECT BOX ON BACK SIDE OF POLE.· INSTALL (1) RRUS-11 B13AND (1) RRUS-32 B4/66 RADIOS WITH SHROUD

KIT.· INSTALL 2" SCHEDULE 80 COMM RISER ON BACK SIDE OF POLE.· INSTALL 1" SCHEDULE 80 POWER RISER ON BACK SIDE OF POLE.· TRANSFER CATV WITH GUY AT 20' 0"; EXISTING HEIGHT AT 19' 7".· TRANSFER TELCO DROP0S AT 20' 4"; EXISTING HEIGHT AT 21' 8".· INSTALL CROWN CASTLE FIBER WITH DOWN GUY AT 21' 0".· TRANSFER STREET LIGHT ARM AT 24' 8"; EXISTING HEIGHT AT 24' 8".· TRANSFER LUMINARE AT 25' 2"; EXISTING HEIGHT AT 25' 2".· TRANSFER SECONDARY WITH DOWN GUY AT 28' 0"; EXISTING HEIGHT

AT 29' 4".· TRANSFER POWER OVERHEAD GUY AT 29' 0"; EXISTING HEIGHT AT 28'

10".· TRANSFER POWER OVERHEAD GUY AT 30' 0"; EXISTING HEIGHT AT 29'

10".· INSTALL (1) AMPHENOL ANTENNA MODEL #CUUT070X6Fxyz0 ON SIDE

MOUNT KIT #007J.

ANTENNA & EQUIPMENT NOTE:

1. MATERIALS AND FINISH WILL BE DURABLE ANDNON-REFLECTIVE AND WILL MINIMIZE THE POTENTIALVISUAL IMPACTS.

2. EQUIPMENT TO BE PAINTED TO MATCH AND TOSATISFACTION OF CITY ENGINEERING STAFF.

NODE IS ON ZONE AELEVATION

SCALE: 3" = 1'- 0"

SCALE: 14" = 1' - 0"

18" CLEARANCE REQUIRED FROM CLOSEST

NEW EQUIPMENT TO FACE OF CURB.

12"

O-1







SHEET NUMBER:


AC 02/09/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040


06/13/16



CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17






04/04/17




SURVEY

CA-PHS08m

1159 WINSOR AVE

PIEDMONT, CA


crown sheet number: description castle d-2 details &...

Documents