CROWN SHEET NUMBER: DESCRIPTION CASTLE PIEDMONT … › UserFiles › Servers › Server... · xnew...

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.

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

N.T.S.

CROWN

CASTLE

SITE: CA-PHS04

MAGNOLIA AVE

CA-PHS04

MAGNOLIA AVE

PIEDMONT, CA

CA-PHS04

MAGNOLIA 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 2/6/15

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

ADDED DETAILED ENLARGED

SITE PLAN/ADDED UTILITIES

01/25/17

REMOVED SHROUD AND MOVED

ANTENNA ON POLE

10/12/15

ADDED SURVEY 01/31/17

ADDED USA UTILITY MARKUPS &

PG&E SHUT OFF PROCEDURE

04/03/17

CITY REDLINES 05/16/17

SHEET INDEX

SHEET NUMBER: DESCRIPTION

PROJECT SUMMARY

TITLE SHEET

DETAILS & NOTES

SITE PHOTOS

PHOTOSIM

T-1

D-1

S-1

P-1

EP-1 EXISTING SITE PLAN

T-1

DETAILS & NOTESD-2

TITLE SHEET

SP-1

PROFILE

O-1 SURVEY

PROPOSED SITE PLAN

SP-2

LANDSCAPE PLANLP-1

CROWN CASTLE TO INSTALL THE FOLLOWING:

REPLACE EXISTING CITY STREET LIGHT WITH NEW 24'

STEEL CITY STREETLIGHT IN PLACE.

INSTALL NEW (2) COMMSCOPE 56" PANEL ANTENNAS WITH

ELECTRICAL TILT.

MANUFACTURER: COMMSCOPE MODEL: SBNHH-1D65A

NEW 4' X 6' CROWN CASTLE VAULT WITH (1) RRUS-12 B4 &

(1) RRUS-12 B13 AND (1) DISCONNECT BOX INSIDE.

NEW (1) POWER METER ON POLE.

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

D-1







SHEET NUMBER:


AC 2/6/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




01/25/17


ANTENNA ON POLE

10/12/15




04/03/17


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

EQUIPMENT ENCLOSURE

TRENCH AND FIBER CONDUIT (PVT)

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

CA-PHS04

MAGNOLIA AVE

PIEDMONT, CA


SCALE

1" = 2' 0"

1

TYPICAL SECTION

VAULTED EQUIPMENT WILL ADHERE TO

THE 50db LIMITATION, AND TESTED AFTER

CONSTRUCTION, AND MITIGATED IF WE

EXCEED.

D-2







SHEET NUMBER:


AC 2/6/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




01/25/17


ANTENNA ON POLE

10/12/15




04/03/17


CA-PHS04

MAGNOLIA AVE

PIEDMONT, CA


SCALE

N.T.S.

3

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.

POWER METER

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.

2

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"

Frequency Band, MHz

698-806806-896

1695-1880 1850-1990 1920-2200 2300-2360

Gain, dBi13.4

13.516.5 16.7 17.2 17.5

Beamwitdth, Horizontal, degrees66 61 70 65 62 61

Beamwidth, Vertical, degrees17.6 15.9 7.1 6.6 6.2 5.5

Beam Tilt, degrees

0-18 0-18 0-10 0-100-10

0-10

usls, db16 13 13 13 12 12

Front-to-Back Ratio at 180°, dB25 27 28 28 27 29

CPR at Boresight, dB

20 16 20 23 17 20

CPR at Sector, dB10 5 11 6 1 4

Isolation, dB25 25 25 25 25 25

Isolation, Intersystem, dB

30 30 30 30 30 30

VSWR Return Loss, dB1.5 / 14.0 1.5 / 14.0 1.5 / 14.0 1.5 / 14.0 1.5 / 14.0 1.5 / 14.0

PIM, 3rd Order, 2 x 20 W, dBc-153 -153 -153 -153 -153 -153

Input Power per Port, maximum, watts

350 350 350 350 350 300

Polarization ±45° ±45° ±45° ±45° ±45° ±45°

Impedance

50 ohm 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm

Electrical Specifications

Frequency Band, MHz

698-806806-896

1695-1880 1850-1990 1920-2200 2300-2360

Gain by all Beam Tilts, average, dBi

13.1 13.1 13.1 13.1 13.1 13.1

Gain by all Beam Tilts Tolerance, dB

±0.5 ±0.5 ±0.5 ±0.3 ±0.5 ±0.4

0° / 13.4 0° / 13.4 0° / 16.0 0° / 16.3 0° / 16.5 0° / 17.0

Gain by Beam Tilt, average, dBi

9° / 13.1 9° / 13.1 5° / 16.2 5° / 16.5 10° / 16.6 5° / 17.3

18° / 12.7 18° / 12.7 10° / 16.1 10° / 16.5 5° / 16.8 10° / 16.9

Beamwidth, Horizontal Tolerance, degrees

±3.1 ±5.4 ±2.8 ±4 ±6.6 ±4.6

Beamwidth, Vertical Tolerance, degrees

±1.8 ±1.4 ±0.3 ±0.4 ±6.6 ±4.6

USLS, dB15 14 15 15 15 14

Front-to-Back Total Power at 180° ± 30°, dB22 21 26 26 24 25

CPR at Boresight, dB

22 16 22 25 21 22

CPR at Sector, dB10 6 12 8 5 4

Electrical Specifications, BASTA*

COMMSCOPE

56" PANEL ANTENNA

(MODEL #SBNHH-1D65A)

11.9 inches

(301 mm)

55

.6

in

ch

es

(1

41

3 m

m)

FRONT VIEW SIDE VIEW

7.1 inches

(180 mm)

ANDREW® TRI-BAND ANTENNA 698-896 AND 2X 1695-2360 MHz, 65° HORIZONTAL BEAMWIDTH, INTERNAL RET. BOTH HIGH BANDS SHARE THE

ELECTRICAL TILT.

INTERLEAVED DIPOLE TECHNOLOGY PROVIDING FOR ATTRACTIVE, LOW WIND LOAD MECHANICAL PACKAGE

Ø14" POLE

MOUNTING

POLE

SHROUD BACK PLATE

TESPA - SCREW BAND,

STAINLESS 11mm

LOCK FOR SCREW BAND

ES119

8MM NUT

8MM LOCK WASHER

POLE MOUNTING

(STREETLIGHTS, TRAFFIC SIGNALS, & NEW POLES)

8MM FLAT WASHER

PROVIDE WATERTIGHT COUPLING WHEN CONNECTING

WIRING FROM THE POLE MOUNTING EQUIPMENT TO THE

STREETLIGHT POLE.

WATERTIGHT COUPLING

SCALE

N.T.S.

6

SCALE

N.T.S.

4

SCALE

N.T.S.

5

ERICSSON

REMOTE RADIO UNIT

(MODEL NO. RRUS 12)

KEY MAPA 9 O'CLOCK VIEWB

12 O'CLOCK VIEWC 3 O'CLOCK VIEWD S-1







SHEET NUMBER:


AC 2/6/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




01/25/17


ANTENNA ON POLE

10/12/15




04/03/17


CA-PHS04

MAGNOLIA AVE

PIEDMONT, CA


SITE: CA-PHS04

MAGNOLIA AVE

M

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P-1







SHEET NUMBER:


AC 2/6/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




01/25/17


ANTENNA ON POLE

10/12/15




04/03/17


CA-PHS04

MAGNOLIA AVE

PIEDMONT, CA


CA-PHS04

99

99

101

MAGNOLIA AVE STA. 100 + 00

HILLSIDE AVE STA. 100 + 00

C

&

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98

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IA

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40'

20'

36'

18'

36'

60'

60'60'

12'

12'

12'

12'

10'

10'

R

/W

R

/W

R

/

W

R

/

W

R

/

W

R

/

W

3' GREENBELT

2' GREENBELT

2' GREENBELT

#740

#760

#358

L

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L

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C

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P

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EXISTING 14' DRIVEWAY

STA. 100 + 12

9'

8'

1

0

"

V

C

P

S

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W

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R

1

0

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V

C

P

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0

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6

"

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X

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A

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R

EXISTING WATER

11'

12'

W

S

W

S

M

A

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N

O

L

I

A

A

V

E

3'

EP-1







SHEET NUMBER:


AC 2/6/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




01/25/17


ANTENNA ON POLE

10/12/15




04/03/17


CA-PHS04

MAGNOLIA AVE

PIEDMONT, CA


SCALE: 1" = 20'

NORTH

EXISTING 3' SEWER MANHOLE

(17' F.O.C.) STA 98 + 20


(18' F.O.C.) STA 98 + 38


(9' F.O.C.) STA 99 + 12


(24' F.O.C.) STA 98 + 78

EXISTING TREE

(1' B.O.C.) STA 97 + 72

EXISTING PARKING SIGN

(1' B.O.C.) STA 99 + 01

EXISTING 7" DBH LONDON PLANE TREE

(1' F.O.C.) STA 98 + 92

EXISTING WALL WITH VINES

EXISTING ASSORTED VEGETATION

EXISTING STEEL CITY STREETLIGHT

(0' B.O.C.) STA. 98 + 54

EXISTING 4' STORMDRAIN

STA. 98 + 47


(5' F.O.C.) STA 98 + 52


(1' B.O.C.) STA 98 + 35

EXISTING STORMDRAIN

(0' B.O.C.) STA 98 +20

EXISTING 3" STL PG&E

PER USA

EXISTING PERIMETER WALL

WITH VEGETATION

EXISTING STEPPED SIDEWALK

NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA

DIG ALERT MARKOUTS AND FIELD VERIFICATION.

99

98

5

'

S

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1

1

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MAGNOLIA AVE

#358

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1

0

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P

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2

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LP-1







SHEET NUMBER:


AC 2/6/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




01/25/17


ANTENNA ON POLE

10/12/15




04/03/17


CA-PHS04

MAGNOLIA AVE

PIEDMONT, CA


SCALE: 1" = 10'

NORTH

EXISTING 7" DBH LONDON PLANE TREE

(1' F.O.C.) STA 98 + 92

EXISTING WALL WITH VINES

EXISTING ASSORTED VEGETATION

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.

PROPOSED CROWN CASTLE 4' X 6' VAULT WITH

(1) RRUS-12 B4 & (1) RRUS-12 B13 & (1) DISCONNECT

BOX INSIDE

(3' B.O.C.) STA. 99 + 67

(SEE DETAIL 1, SHEET D-1, DETAILS 3 & 4, SHEET D-2)


STA. 98 + 47

PROPOSED NODE LOCATION

REMOVE EXISTING STEEL CITY STREETLIGHT

AND INSTALL 24' STEEL CITY STREETLIGHT IN PLACE

(2' B.O.C.) STA. 98 + 54

3' DIRT TRENCH

REMOVE & REPLACE 7' X 12' SIDEWALK PANEL

2"


(5' F.O.C.) STA 98 + 52

EXISTING STORMDRAIN

(0' B.O.C.) STA 98 +20


(1' B.O.C.) STA 98 + 35

1" 1

13'

1

13'

LATITUDE:

LONGITUDE:

37.822997

-122.234129

CA-PHS04m1 NODE COORDINATE


PER USA



WITH VEGETATION


WITH VEGETATION



99

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36'

60'

12'

12'

R

/

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R

/

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#760

#358

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3'

22'

42'

97'

98'

9'

1

0

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MAGNOLIA AVE STA. 100 + 00

HILLSIDE AVE STA. 100 + 00

18'

2

'

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3'

SP-1







SHEET NUMBER:


AC 2/6/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




01/25/17


ANTENNA ON POLE

10/12/15




04/03/17


CA-PHS04

MAGNOLIA AVE

PIEDMONT, CA


SCALE: 1" = 10'

NORTH

PROPOSED CROWN CASTLE 4' X 6' VAULT WITH

(1) RRUS-12 B4 & (1) RRUS-12 B13 & (1) DISCONNECT

BOX INSIDE

(3' B.O.C.) STA. 99 + 67

(SEE DETAIL 1, SHEET D-1, DETAILS 3 & 4, SHEET D-2)


STA. 98 + 47

PROPOSED NODE LOCATION

REMOVE EXISTING STEEL CITY STREETLIGHT

AND INSTALL 24' STEEL CITY STREETLIGHT IN PLACE

(2' B.O.C.) STA. 98 + 54

3' DIRT TRENCH

REMOVE & REPLACE 7' X 12' SIDEWALK PANEL

13'

1 2"


(5' F.O.C.) STA 98 + 52

EXISTING STORMDRAIN

(0' B.O.C.) STA 98 +20


(1' B.O.C.) STA 98 +35

2

'

G

R

E

E

N

B

E

L

T

LATITUDE:

LONGITUDE:

37.822997

-122.234129

CA-PHS04m1 NODE COORDINATE

FOOTAGE TOTALS

DIRT TRENCH 3'

BORE 0'

TOTAL 3'

R&R SIDEWALK TOTAL 84 SQ. FT.

DESCRIPTION QUANTITY

CONDUIT

(PVT)

VAULTS

(PVT)

0

4' X 6'

1" PVC

2" PVC

BILL OF MATERIALS

1

13'

13'

3' X 5'

13'

1 1"

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.

M

A

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N

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L

I

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A

V

E


PER USA


WITH VEGETATION


WITH VEGETATION




RAD CENTER

26' - 4"

TOP OF ANTENNAS

28' - 8"

PAVEMENT

C&G

LUMINAIRE AT 17'-2"

REPLACE EXISTING CITY STREET

LIGHT AND INSTALL NEW 30' STEEL

CITY STREETLIGHT IN PLACE

6' - 0"

INSTALL POWER METER

(SEE DETAILS 5 & 6, SHEET D-2)

GROUND LEVEL

INSTALL (2) 56" COMMSCOPE

ANTENNA MODEL #SBNHH-1D65A

(SEE DETAIL 2, SHEET D-2)

TOP OF NEW POLE &

BOTTOM OF ANTENNAS

24' - 0"

PROPOSED CROWN CASTLE 4' X 6'

VAULT WITH (1) RRUS-12 B4 & (1)

RRUS-12 B13 RADIOS AND (1)

DISCONNECT BOX INSIDE

(SEE DETAIL 1, SHEET D-1;

SEE DETAILS 3 & 4, SHEET D-2)

56''

1' - 0"

REPLACE EXISTING CITY

STREET LIGHT AND INSTALL

NEW 30' STEEL

CITY STREETLIGHT IN PLACE

INSTALL NEW (1) COMMSCOPE

56" PANEL ANTENNAS

(SBNHH-1D65A) ANTENNA

C

&

G

LUMINAIRE

HILLSIDE AVE

POLE ID: #16

EXISTING TOP OF POLE AT 17'-2"PROPOSED TOP OF POLE AT 24'-0"TOP OF ANTENNA: 28'-8"RAD CENTER: 26'-4"AZIMUTHS: 105° & 220°

A TOP VIEW N.T.S.

0°

NO

RT

H

90°

SP-2







SHEET NUMBER:


AC 2/6/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




01/25/17


ANTENNA ON POLE

10/12/15




04/03/17


CA-PHS04

MAGNOLIA AVE

PIEDMONT, CA


SCALE: 38" = 1' -0"PROJECT DESCRIPTION

CROWN CASTLE TO INSTALL THE FOLLOWING:

REPLACE EXISTING CITY STREET LIGHT WITH NEW 24' STEEL

CITY STREETLIGHT IN PLACE.

INSTALL NEW (2) 56" PANEL ANTENNA WITH ELECTRICAL TILT.

MANUFACTURER: COMMSCOPE MODEL: SBNHH-1D65A

NEW 4' X 6' CROWN CASTLE VAULT WITH (1) RRUS-12 B4 & (1)

RRUS-12 B13 AND (1) DISCONNECT BOX INSIDE.

NEW (1) POWER METER ON POLE.

B 9 O'CLOCK VIEW

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.

O-1







SHEET NUMBER:


AC 2/6/15


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




01/25/17


ANTENNA ON POLE

10/12/15




04/03/17


CA-PHS04

MAGNOLIA AVE

PIEDMONT, CA



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