CROWN SHEET NUMBER: DESCRIPTION CASTLE PIEDMONT …

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-PHS02m3

150 HIGHLAND AVE

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

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:

AGR 7/7/17

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

SITE RELOCATION 07/07/17

REPLACE RRU-12'S WITH RRUS-32'S 07/10/17

REPLACE 1 RRUS-32 WITH (1) RRU11

07/11/17

SHEET INDEX

SHEET NUMBER: DESCRIPTION

PROJECT SUMMARY

TITLE SHEET

SITE PHOTOS

T-1

S-1

EP-1 EXISTING SITE PLAN

T-1

TITLE SHEET

SP-2 ELEVATION

CROWN CASTLE TO INSTALL THE FOLLOWING:

· INSTALL NEW (1) AMPHENOL ANTENNA ONEXISTING STREET LIGHT POLE #1282.

MANUFACTURER: AMPHENOL· MODEL: CUUT360X06Fxyz0· PROPOSED 2' X 2' FAUX MAILBOX RADIO

SHROUD WITH (1) RRUS-11 B13, RRUS-32 B4/66,(1) DISCONNECT BOX & (1) DONGAN BOXINSIDE.

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

DETAILS & NOTESD-1

DETAILS & NOTESD-2

SP-1 PROPOSED SITE PLAN

LANDSCAPE PLANLP-1

O-1 SURVEY

DETAILS & NOTESD-3

AutoCAD SHX Text

N

D-1

DETAILS & NOTES







SHEET NUMBER:


AGR 7/7/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





07/11/17

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

ERICSSON RRUS-11 REMOTE RADIO UNIT

(TYPICAL SECTION: N.T.S)

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-32 REMOTE RADIO UNIT

(TYPICAL SECTION: N.T.S)

ERICSSION RRUS-32 REMOTE RADIO UNIT

COLOR: GRAY

DIMENSIONS: 27.2" TALL X 12.5" WIDE X 7.41"

TOTAL WEIGHT: 55.12 LBS

12.5"

7".41

27.20"

12.5"

TOP VIEW SIDE

VIEW

FRONT

VIEW

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"

MULTI RADIO UNIT CABINET

(FAKE MAIL BOX MODEL)

24.75

48.6

3

2

4

.

7

5

2

4

.

7

5

CABLE MANAGEMENT

SKIRT

AIR INTAKE

AIR EXHAUST

NOTE: ALL DIMENSIONS IN INCHES

UNLESS OTHERWISE NOTED.

DONGAN TRANSFORMERS

ENCAPSULATED BUCK - BOOST

TRANSFORMER

A

B C

WALL MOUNT -

ENCAPSULATED - NEMA 3R

General Information

kVA

Cap.

Catalog

Number

Hz.

Wgt.

Lbs

Winding Specifications

Maximum Amps

Conn

Dia.

Dimensions

Height

A

Taps

Pri. Sec.

4.1 / 2.0 Sec.0

85-Y025.500 50/60 19

Width

B

Depth

C

12.00" 4.87" 5.25"

H1 H3 H2 H4

X4 X2 X3 X1

Low Voltage Connection Diagrams

Tap

Arrangement

No Taps

High Voltage

120 x 240

% High

Voltage

Inter-

Connect

Connect High

Voltage Lines to

% High

Voltage

Inter-

Connect

Connect High

Voltage Lines to

High Voltage

16 / 32

100

100

120

240

H1 to H3

H2 to H4

H2 to H3

H1H3 & H2H4

H1 to H4

100

100

16

16 / 32

X1 to X3

X2 to X4

X2 to X3

X1X3 & X2X4

X1 & X2X3 & X4

100 32 X2 to X3 X1 & X4

Low Voltage Connection Diagrams

SCALE

N.T.S.

1

SCALE

N.T.S.

2

SCALE

N.T.S.

3

SCALE

N.T.S.

4

SCALE

N.T.S.

5

SCALE

N.T.S.

6

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

AutoCAD SHX Text

#

D-2

DETAILS & NOTES







SHEET NUMBER:


AGR 7/7/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





07/11/17

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

7.812

3.251

0.437

9.13

9.88

23.38

3.81

RIGHT SIDE

Ø9.99

4.67

15.90

Ø0.22

9.88

Ø0.22

3.02

Ø9.88

15.90

0.63

0.50

Ø9.88

1.00

0.50

1.00

9.40

Ø9.40

8.00

15.65

Ø0.69

7.63

15.75

8.66

4.72

4.09

Ø0.25

4.72

6.00

Ø0.25

1.00

8.06

0.50

R4.37

R0.75

LEFT SIDE

2.04

0.50

3.26

2.67

Ø0.31

3.38

8.66

3.26

Ø2.00

0.81

Ø0.45

Ø4.50

Ø1.90

Ø1.00

0.74

R1.00

1.11

6.96

2.62

9.88

12.50

1.56

R7.81

Ø14.28

7.07 7.07

Ø14.28

15.90

ASSEMBLY

ANTENNA NOT

INCLUDED IN KIT

BRACKET

ANTENNA MOUNT

G&K WASHER

(INVERT WASHER)

BRACKET

COLUMNS (3)

SPLITTER BRACKET

(MOUNTING HOLES ON

COLUMNS TO BE FIELD

DRILLED)

BRACKET BASE

FOR METAL POLE

G&K WASHER

TOP VIEW

FRONT VIEW

9.375

BRACKET SKIRT

FRONT VIEW

BRACKET SKIRT

INDIVIDUAL PIECES

SPLITTER BRACKET

FRONT VIEW

TOP VIEW

TOP VIEW

BRACKET SKIRT

TOP VIEW

NOTES:

1. FITS AMPHENOL ANTENNA MODEL #CWB070X06Fxy-0;

#CWD070X06Fxy-0; #CWT070X06Fxy-0; #CWB070X12Fxy-0;

#CWD070X12Fxy-0 AND SIMILAR ANTENNA BASES

2. SPLITTER BRACKET (1-LOW POWER) IS INCLUDED.

BRACKET

(INDIVIDUAL PIECES)

TOP VIEW

ANTENNA BRACKET MOUNT

TOP VIEW

BRACKET BASE

SPLITTER

BRACKET

*ALL DIMENSIONS ARE IN INCHES.

ANTENNA TOP MOUNT & SHROUD

KIT #008H

1.56

4.17

BRACKET COLUMN

1.00

WIRELESS STRUCTURES CONSULTING, PC

TOP MOUNT

PRIVATE - N.T.S.

NOTE: 7" CLEARANCE NEEDED FOR CABLE

MANAGEMENT & BEND RADIUS

BORE PIT & RECEIVER PIT DETAIL

GRADEGRADE

BORE DIRECTION

(3) 1-1/4" DUCTS

3' X 5'

RECEIVER

3' X 5'

ORIGINATOR

DIRT TRENCH VARIES

18" MIN. TO

36" MAX

4" MIN.

SCALE

N.T.S.

7

SCALE

N.T.S.

8

SCALE

N.T.S.

9

SCALE

N.T.S.

10

SCALE

N.T.S.

11

18" MIN. COVER DEPTH

ACTUAL BORE DEPTH

WILL MEET FIELD CONDITIONS

FINAL GRADE/GUTTER LINE

UNDISTURBED EARTH

(3) 1-1/4" PVC CONDUITS

AND/OR 1 - 3" PVC CONDUIT

BORE DRILL AS PER

FIELD CONDITIONS

DIRECTIONAL BORE METHOD CROSS SECTION

(TYPICAL SECTION:N.T.S)

SAMPLE

NOTICE SIGN

D-3

DETAILS & NOTES







SHEET NUMBER:


AGR 7/7/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





07/11/17

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

SCALE

N.T.S.

12

SCALE

N.T.S.

SCALE

N.T.S.

SCALE

N.T.S.

SCALE

N.T.S.

N/A N/A

N/A

SCALE

N.T.S.

N/A

S

A

M

P

L

E

N/A

NOT USED NOT USED

NOT USEDNOT USEDNOT USED

CAUTION SIGN

KEY MAPA LOOKING SOUTHB

LOOKING EASTC LOOKING NORTHD S-1







SHEET NUMBER:


AGR 7/7/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





07/11/17

SITE PHOTOS

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

SITE: CA-PHS02m3

150 HIGHLAND AVE

H

I

G

H

L

A

N

D

A

V

E

B

L

A

I

R

A

V

E

B

L

A

I

R

A

V

E

AutoCAD SHX Text

N

BLAIR AVE STA. 100 + 00

HIGHLAND AVE STA. 100 + 00

R

/W

R

/

W

C

U

R

B

R

/

W

C

U

R

B

R

/

W

C

U

R

B

C

U

R

B

R

/

W

C

U

R

B

R

/W

C

U

R

B

101

B

L

A

IR

A

V

E

101

99

99

P

H

I

G

H

L

A

N

D

A

V

E

B

L

A

I

R

A

V

E

HIGHLAND AVE STA. 100 + 50

BLAIR AVE STA. 100 + 00

L

#105

#505

92'

64'

14'

14'

60'

34'

13'

13'

5

'

S

I

D

E

W

A

L

K

3

'

G

R

E

E

N

B

E

L

T

3

'

G

R

E

E

N

B

E

L

T

5

'

S

I

D

E

W

A

L

K

3

'

G

R

E

E

N

B

E

L

T

5

'

S

I

D

E

W

A

L

K

3

'

G

R

E

E

N

B

E

L

T

5

'

S

I

D

E

W

A

L

K

3

'

G

R

E

E

N

B

E

L

T

5

'

S

I

D

E

W

A

L

K

5

' S

ID

E

W

A

L

K

5

' S

ID

E

W

A

L

K

L

R

/

W

C

&

G

R

/

W

C

C

&

G

C

L

C

L

C

L

14'

64'

14'

92'

C

L

30'

20'

#200

#506

C

L

E

X

IS

T

IN

G

1

6

' D

R

IV

E

W

A

Y

S

T

A

. 1

0

1

+

5

0

E

X

IS

T

IN

G

1

6

' D

R

IV

E

W

A

Y

S

T

A

1

0

0

+

8

9

EXISTING VEGETATION

ASSORTED VEGETATION

EXISTING UTILITY POLE #110151054

(2' B.O.C.) STA. 101 + 37

EXISTING ANCHOR

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

5'

6

"

H

D

P

E

S

E

W

E

R

6

"

V

C

P

S

E

W

E

R

6

"

V

C

P

S

E

W

E

R

S

13'

25'

EXISTING SITE PLAN

5'

E

X

I

S

T

I

N

G

W

A

T

E

R

E

X

IS

T

IN

G

W

A

T

E

R

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

3'

7'

29'

W

S

S

S

W

W

W

E

X

I

S

T

I

N

G

1

2

'

D

R

I

V

E

W

A

Y

S

T

A

.

1

0

1

+

0

1

1

0

'

S

I

D

E

W

A

L

K

1

0

'

S

I

D

E

W

A

L

K

#TBD

EP-1







SHEET NUMBER:


AGR 7/7/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





07/11/17

EXISTING SITE PLAN

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

SCALE: 1" = 20'

NORTH

EXISTING WATER

PER USA

EXISTING 2" PG&E

PER USA

EXISTING AT&T

PER USA

NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA

DIG ALERT MARKOUTS AND FIELD VERIFICATION.

LATITUDE:

LONGITUDE:

CA-PHS02m3

NODE COORDINATE

G

R

O

U

N

D

V

E

G

.

B

R

I

C

K

A

R

E

A

G

R

.

V

E

G

.

EXISTING TREE

(1' B.O.C.) STA. 100 + 60

EXISTING CATV HANDHOLE

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

EXISTING PG&E HANDHOLE

(6' B.O.C.) STA. 100 + 78

EXISTING AT&T VAULT

(6' B.O.C.) STA. 100 + 82

37.827696

-122.233572

EXISTING 6" GAS

PER USA

EXISTING AT&T PER USA

EXISTING CATV PER USA

#105

C

U

R

B

101

3

'

G

R

E

E

N

B

E

L

T

5

'

S

I

D

E

W

A

L

K

5

' S

ID

E

W

A

L

K

C

L

E

X

IS

T

IN

G

1

6

' D

R

IV

E

W

A

Y

S

T

A

1

0

0

+

8

9

C

L

92'

64'

14'

101

W

S

3'

4'

6

'

S

I

D

E

W

A

L

K

1

0

'

S

I

D

E

W

A

L

K

E

X

I

S

T

I

N

G

1

2

'

D

R

I

V

E

W

A

Y

S

T

A

.

1

0

1

+

0

1

#TBD

C

L

S

T

A

I

R

S

H

I

G

H

L

A

N

D

A

V

E

B

L

A

IR

A

V

E

B

L

A

I

R

A

V

E

LP-1







SHEET NUMBER:


AGR 7/7/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





07/11/17

LANDSCAPE PLAN

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

SCALE: 1" = 10'

NORTH

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:

37.827696

-122.233572

CA-PHS02m3

NODE COORDINATE



EXISTING TREE

(1' B.O.C.) STA. 100 + 60

G

R

O

U

N

D

V

E

G

E

T

A

T

I

O

N

G

R

O

U

N

D

V

E

G

E

T

A

T

I

O

N

PROPOSED 2' X 3' BORE PIT

STA. 100 + 41

(SEE DETAIL 10, ON SHEET D-3)

14' DIRECTIONAL BORE

(SEE DETAIL 11, SHEET D-4)


STA. 100 + 87


PROPOSED NODE LOCATION

EXISTING STREET LIGHT #1282

(1' B.O.C.) STA. 100 + 73


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


(6' B.O.C.) STA. 100 + 78

EXISTING AT&T VAULT

(6' B.O.C.) STA. 100 + 82

REMOVE & REPLACE 4' X 7' SIDEWALK &

BRICK AREA,MATCH EXISTING

EXISTING 2" PG&E

PER USA

EXISTING AT&T

PER USA

EXISTING WATER

PER USA

PROPOSED 2' X 2' FAUX MAILBOX RADIO SHROUD WITH (1) RRUS-11 B13,

(1) RRUS-32 B4/66 & (1) DISCONNECT BOX & (1) DONGAN BOX INSIDE

(SEE DETAILS 1, 2, 3, 4 & 5, SHEET D-1)

(18" B.O.C.) STA. 100 + 87

B

R

I

C

K

G

R

E

E

N

B

E

L

T



18" MIN.



EXISTING 6" GAS

PER USA

EXISTING JOINT TRENCH WITH

PG&E, AT&T & CATV PER USA

EXISTING JOINT TRENCH WITH

PG&E, AT&T & CATV PER USA



EXISTING 6" GAS

PER USA

2"

24'

2

C

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SP-1







SHEET NUMBER:


AGR 7/7/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





07/11/17

PROPOSED SITE PLAN

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

SCALE: 1" = 10'

NORTH

LATITUDE:

LONGITUDE:

CA-PHS02m3

NODE COORDINATE

FOOTAGE TOTALS

DIRECTIONAL BORE 14'

TOTAL 14'

R&R SIDEWALK TOTAL 56 SQ. FT.

DESCRIPTION QUANTITY

CONDUIT

(PVT)

VAULTS

(PVT)

0

4' X 6'

1" PVC

2" PVC

BILL OF MATERIALS

1

0'

48'

3' X 5'

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

5. FOR ALL STEPPED OR SLOPING SIDEWALKS: REPLACEMENT

OF SIDEWALKS WILL BE TO THE SATISFACTION OF THE CITY

ENGINEERING STAFF DURING CONSTRUCTION PERMITTING

PHASE.



EXISTING WATER

PER USA

EXISTING 2" PG&E

PER USA

EXISTING AT&T

PER USA

EXISTING TREE

(1' B.O.C.) STA. 100 + 60

PROPOSED NODE LOCATION

EXISTING STREET LIGHT #1282

(1' B.O.C.) STA. 100 + 73


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


(6' B.O.C.) STA. 100 + 78

EXISTING AT&T VAULT

(6' B.O.C.) STA. 100 + 82

13'

41'

24'

G

R

O

U

N

D

V

E

G

E

T

A

T

I

O

N

G

R

O

U

N

D

V

E

G

E

T

A

T

I

O

N

37.827696

-122.233572

2"

24'

2


STA. 100 + 41


14' DIRECTIONAL BORE



STA. 100 + 87




PROPOSED 2' X 2' FAUX MAILBOX RADIO

SHROUD WITH (1) RRUS-11 B13, (1) RRUS-32

B4/66 & (1) DISCONNECT BOX & (1) DONGAN BOX

INSIDE (SEE DETAILS 1, 2, 3, 4 & 5, SHEET D-1)

(18" B.O.C.) STA. 100 + 87

B

R

I

C

K

G

R

E

E

N

B

E

L

T



18" MIN.



EXISTING 6" GAS

PER USA



EXISTING 6" GAS

PER USA

GROUND LEVEL

EXISTING

PAVEMENT

EXISTING

CURB &

GUTTER

TOP OF LUMINAIRE 32' - 8"

EXISTING STEEL STREET LIGHT

EXISTING SIGNS AT 7'-7" TO 12'-3"

INSTALL (1) AMPHENOL ANTENNA

MODEL #CUUT360X06Fxyz0

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

RAD CENTER

32' - 10"

TOP OF ANTENNA

33' - 10"

7' - 7"

BOTTOM OF ANTENNA

31' - 10"

TOP OF POLE

31' - 3"

18" MIN.

PROPOSED 2' X 2' FAUX MAILBOX

RADIO SHROUD WITH (1) RRUS-11 B13,

(1) RRUS-32 B4/66 & (1) DISCONNECT

BOX & (1) DONGAN BOX INSIDE (SEE

DETAIL 3, SHEET D-1, DETAILS 4, 5, 6, &

7 SHEET D-2)

PLACE NEW CAUTION SIGN AT 28' - 6"


PLACE NEW NOTICE SIGN AT 8' - 0"


S

A

M

P

L

E

SAMPLE

AMPHENOL ANTENNA

(CUUT360X06Fxyz0)

AT 70°, 190° & 310°

C

&

G

H

I

G

H

L

A

N

D

A

V

E

EXISTING STEEL

STREET LIGHT

POLE #1282

EXISTING

LUMINAIRE

POLE ID: 1282

EXISTING TOP OF POLE AT 31'-3"TOP OF ANTENNA: 33'-10"RAD CENTER: 32'-10"AZIMUTHS: 70°, 190°, 310°

A TOP VIEW

0°

NO

RT

H

90°

SP-2







SHEET NUMBER:


AGR 7/7/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





07/11/17

ELEVATION

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

SCALE: 316" = 1'- 0"PROJECT DESCRIPTION B LOOKING SOUTH

CROWN CASTLE TO INSTALL THE FOLLOWING:

· INSTALL NEW (1) AMPHENOL ANTENNA ON EXISTING STREETLIGHT POLE #1282.

MANUFACTURER: AMPHENOL· MODEL: CUUT360X06Fxyz0· PROPOSED 2' X 2' FAUX MAILBOX RADIO SHROUD WITH (1)

RRUS-11 B13, RRUS-32 B4/66, (1) DISCONNECT BOX & (1) DONGANBOX INSIDE.

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.

18" MIN. CLEARANCE REQUIRED FROM

CLOSEST NEW EQUIPMENT TO BACK OF CURB.

SCALE: 3" = 1'- 0"

18" MIN.

O-1







SHEET NUMBER:


AGR 7/7/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





07/11/17

SURVEY

CA-PHS02m3

150 HIGHLAND AVE

PIEDMONT, CA

CROWN SHEET NUMBER: DESCRIPTION CASTLE PIEDMONT …

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