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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-PHS07m3

ACROSS 352 JEROME AVE

CA-PHS07m3


PIEDMONT, CA

CA-PHS07m3


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:

AGR 07/07/17

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 R-12'S WITH R-32'S 07/07/17

NEW RADIO/ANTENNA SHROUD 07/28/17

T-1

TITLE SHEET

SHEET INDEX

SHEET NUMBER: DESCRIPTION

PROJECT SUMMARY

CROWN CASTLE TO INSTALL THE FOLLOWING:

· REPLACE EXISTING 45' 0" UTILITY POLE WITH NEW 50' 0" CLASS H3

UTILITY POLE.

· INSTALL NEW VGR.· INSTALL POWER METER ON BACK SIDE OF POLE (FROM JEROME

AVE).· INSTALL DISCONNECT BOX 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).· 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).· TRANSFER TELCO TO 20' 0"; EXISTING HEIGHT AT 22' 8".

· TRANSFER CATV TO 21' 0"; EXISTING HEIGHT AT 23' 11".· INSTALL (1) AMPHENOL ANTENNA MODEL #CUUT360X06Fxyz0 ON

SIDE KIT #007J.

· TRANSFER STREET LIGHT TO 27' 0"; EXISTING HEIGHT AT 27' 0".· TRANSFER SECONDARY SERVICE ARM TO 31' 0"; EXISTING HEIGHT

AT 30' 4".· TRANSFER SECONDARY SERVICE DBL ARM TO 33' 6"; EXISTING

HEIGHT AT 32' 3".· TRANSFER PRIMARY ARM AT 37' 0"; EXISTING HEIGHT AT 35' 10".

· TRANSFER PRIMARY ARM AT 41' 0"; EXISTING HEIGHT AT 38' 3".

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

TITLE SHEET

DETAILS & NOTES

SITE PHOTOS

T-1

D-1

S-1

DETAILS & NOTESD-2

DETAILS & NOTESD-3

EP-1 EXISTING SITE PLAN

SP-1 PROPOSED SITE PLAN

O-1 SURVEY

ELEVATIONSP-2

LANDSCAPE PLANLP-1

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:


AGR 07/07/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





CA-PHS07m3


PIEDMONT, CA


SCALE

1" = 2' 0"

3

-

SCALE

1" = 2' 0"

1

SCALE

1" = 2' 0"

2

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

(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

TOP VIEW SIDE

VIEW

FRONT

VIEW

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


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 07/07/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





CA-PHS07m3


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:


AGR 07/07/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





CA-PHS07m3


PIEDMONT, CA


SCALE

N.T.S.

8

SCALE

N.T.S.

10

SCALE

N.T.S.

9

S

A

M

P

L

E

SAMPLE

CAUTION SIGN

NOTICE SIGN

KEY MAPA LOOKING NORTHWESTB

LOOKING WESTC LOOKING SOUTHEASTD S-1







SHEET NUMBER:


AGR 07/07/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





SITE PHOTOS

CA-PHS07m3


PIEDMONT, CA


SITE: CA-PHS07m3


J

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AutoCAD SHX Text

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N

60'

30'

15'

15'

50'

30'

10'

10'

50'

30'

10'

10'

JEROME ST STA. 100 + 00

ARBOR LN STA. 100 + 00

#

3

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1

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EP-1







SHEET NUMBER:


AGR 07/07/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





EXISTING SITE PLAN

CA-PHS07m3


PIEDMONT, CA


SCALE: 1" = 20'

NORTH

NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA

DIG ALERT MARKOUTS AND FIELD VERIFICATION.

EXISTING TREE

(0' B.O.C.) STA. 99 + 27

EXISTING BAMBOO WALL LANDSCAPE

EXISTING TREE

(0' B.O.C.) STA. 99 + 61

EXISTING SERVICE POLE #110109891

(1' B.O.C.) STA. 99 + 68

LONGITUDE:

37.822276

-122.238430

CA-PHS07m2

NODE COORDINATE

AutoCAD SHX Text

#355

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LP-1







SHEET NUMBER:


AGR 07/07/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





LANDSCAPE PLAN

CA-PHS07m3


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.

EXISTING TREE

(0' B.O.C.) STA. 99 + 27


EXISTING TREE

(0' B.O.C.) STA. 99 + 61

PROPOSED NODE LOCATION


(1' B.O.C.) STA. 99 + 68

LATITUDE:

LONGITUDE:

37.822276

-122.238430

CA-PHS07m2

NODE COORDINATE

101

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SP-1







SHEET NUMBER:


AGR 07/07/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





PROPOSED SITE PLAN

CA-PHS07m3


PIEDMONT, CA


SCALE: 1" = 10'

NORTH

LATITUDE:

LONGITUDE:

37.822276

-122.238430

CA-PHS07m2

NODE COORDINATE



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.

EXISTING TREE

(0' B.O.C.) STA. 99 + 27


EXISTING TREE

(0' B.O.C.) STA. 99 + 61

PROPOSED NODE LOCATION


(1' B.O.C.) STA. 99 + 68

39'

47'

59'

56'

18" MIN. CLEARANCE REQUIRED FROM

CLOSEST NEW EQUIPMENT TO BACK OF CURB.

1'

7'-0"

9"

INSTALL POWER DISCONNECT BOX ON BACK SIDE OF POLE

(FROM JEROME AVE)

(SEE DETAIL 4, SHEET D-2)

TRANSFER TELCO TO 20' 0";

EXISTING HEIGHT AT 22' 8"

TRANSFER CATV TO 21' 0";


RAD

CENTER

24'-0"

TRANSFER STREET LIGHT TO 27' 0";


TRANSFER SECONDARY SERVICE ARM TO 31' 0";


TRANSFER SECONDARY SERVICE DBL ARM TO 33' 6";


TRANSFER PRIMARY ARM AT 37' 0";


TRANSFER PRIMARY ARM TO 41' 0";


TOP OF

ANTENNA

25'-0"

TOP OF NEW POLE AT 43' 0";

EXISTING HEIGHT OF POLE AT 38' 11"

7'-0"

GROUND LEVEL

PAVEMENT

CURB

6'-0"

INSTALL (1) AMPHENOL ANTENNA

MODEL #CUUT360X06Fxyz0 ON SIDE

MOUNT KIT #007J

(SEE DETAIL 7, SHEET D-2;

SEE DETAIL 8, SHEET D-3)

REMOVE EXISTING 45' 0" SERVICE

POLE #110109891 AND REPLACE WITH

NEW 50' 0" CLASS H3 SERVICE POLE

INSTALL VERTICAL GROUND ROD


2'-0"

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)

1' 0"

18"

PLACE NEW CAUTION SIGN AT 22' - 0"


INSTALL POWER METER ON BACK SIDE OF POLE

(FROM JEROME AVE)


PLACE NEW NOTICE SIGN AT 8' - 0"


SAMPLE

S

A

M

P

L

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C

U

R

B

J

E

R

O

M

E

A

V

E

INSTALL 2" SCHEDULE 80 COMM RISER

REMOVE EXISTING UTILITY POLE & REPLACE

WITH NEW 50' CLASS H3 UTILITY POLE

INSTALL 1" SCHEDULE 80

POWER FEED RISER

INSTALL (1) AMPHENOL ANTENNA

MODEL#(CUUT360X06Fxyz0)

AZIMUTHS 110°, 230° & 350°

INSTALL EQUIPMENT

C

U

R

B

B LOOKING SOUTHEAST SCALE: 14" = 1' - 0"

POLE ID: #110109891

EXISTING TOP OF POLE AT 38' 11"TOP OF PROPOSED POLE AT 43' 0"TOP OF ANTENNA: 25'-0"RAD CENTER: 24'-0"AZIMUTHS: 110°, 230°, 350°

A TOP VIEW

0°

NO

RT

H

90°

SP-2







SHEET NUMBER:


AGR 07/07/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





ELEVATION

CA-PHS07m3


PIEDMONT, CA


PROJECT DESCRIPTION

CROWN CASTLE TO INSTALL THE FOLLOWING:

· REPLACE EXISTING 45' 0" UTILITY POLE WITH NEW 50' 0" CLASS H3 UTILITY POLE.

· INSTALL NEW VGR.

· INSTALL POWER METER ON BACK SIDE OF POLE (FROM JEROME AVE).

· INSTALL DISCONNECT BOX 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).· 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).· TRANSFER TELCO TO 20' 0"; EXISTING HEIGHT AT 22' 8".

· TRANSFER CATV TO 21' 0"; EXISTING HEIGHT AT 23' 11".

· INSTALL (1) AMPHENOL ANTENNA MODEL #CUUT360X06Fxyz0 ON SIDE KIT #007J.

· TRANSFER STREET LIGHT TO 27' 0"; EXISTING HEIGHT AT 27' 0".· TRANSFER SECONDARY SERVICE ARM TO 31' 0"; EXISTING HEIGHT AT 30' 4".· TRANSFER SECONDARY SERVICE DBL ARM TO 33' 6"; EXISTING HEIGHT AT 32' 3".· TRANSFER PRIMARY ARM AT 37' 0"; EXISTING HEIGHT AT 35' 10".

· TRANSFER PRIMARY ARM AT 41' 0"; EXISTING HEIGHT AT 38' 3".

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.

LATITUDE:

LONGITUDE:

37.822276

-122.238430

CA-PHS07m3

NODE COORDINATE

18" CLEARANCE REQUIRED FROM CLOSEST

NEW EQUIPMENT TO FACE OF CURB.

SCALE: 3" = 1'- 0"

12"

O-1







SHEET NUMBER:


AGR 07/07/17


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040





SURVEY

CA-PHS07m3


PIEDMONT, CA


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