crown sheet number: description castle ......agr11/07/16 revision / issue date description ticket...

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-PHS09m1

314 WILDWOOD AVE

CA-PHS09m1

ACROSS FROM 314 WILDWOOD AVE

PIEDMONT, CA

CA-PHS09m1

ACROSS FROM

314 WILDWOOD 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 11/07/16

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

CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17

ADDED SURVEY 01/31/17

REDLINES & PG&E SHUT

OFF PROCEDURE

04/04/17

UPDATED SURVEY04/20/17

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

SP-2 PROFILE

T-1

TITLE SHEET

D-2

D-3

O-1 SURVEY

EP-1 EXISTING SITE PLAN

SP-1 PROPOSED SITE PLAN

CROWN CASTLE TO INSTALL THE FOLLOWING:

REMOVE EXISTING CITY STREET SIGN POST AND INSTALLNEW 30' STEEL STREET LIGHT POLE WITH NEW MAST &LUMINARE.

TRANSFER EXISTING CITY STREET SIGN AT 8'-0" ON NEWSTREET LIGHT POLE.

INSTALL 4' X 6' VAULT WITH (1) RRUS-12 B4 & (1) RRUS-12B13 & (1) DISCONNECT BOX INSIDE.

NEW (2) 56" TOP POLE MOUNT PANEL ANTENNAS WITHELECTRICAL TILT.

MANUFACTURER: COMMSCOPE MODEL: SBNHH-1D65A

INSTALL NEW (1) POWER METER ON STREET LIGHT.

INSTALL VGR.

LANDSCAPE PLANLP-1

D-4

DETAILS & NOTES

DETAILS & NOTES

DETAILS & NOTES

D-1







SHEET NUMBER:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17



OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

LEGENDSYMBOL DESCRIPTION

STATION POINTS (100' INCREMENTS)

EXISTING CURB & GUTTER

EXISTING RIGHT OF WAY

EXISTING CURB RAMP

C&G

STA.

R/W

EXISTING CENTER LINECL

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

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:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17



OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

2

SCALE

N.T.S.

TYPICAL SECTION

(N.T.S.)

SCALE

N.T.S.

5

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

25 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

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

Gain by Beam Tilt, average, dBi

Beamwidth, Horizontal Tolerance, degrees

Beamwidth, Vertical Tolerance, degrees

USLS, dB15 14 15 15 15 14

22 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

ELECTRICAL TILT.

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

D-3







SHEET NUMBER:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17



OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

SCALE

N.T.S.

SCALE

N.T.S.

SCALE

N.T.S.

C

6"

H

G

KNOCK OUT

A

KNOCK OUT

4"

"OFF"

J

"ON"

9"

D

E

KNOCK OUT

F

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

5/16" X 1" BOLT - STAINLESS STEEL

5/16 LOCK WASHER

5/16" NUT - STAINLESS STEEL

1" LOCK NUT

PART LIST

DISCONNECT BOX

3 4

6

ERICSSON

REMOTE RADIO UNIT

(MODEL NO. RRUS 12)

LIFTING EYE

HANDHOLE

FRP BODY

IDENTIFICATION

CONNECTION HANDHOLE

(FLUSH MOUNT)

(PRIVATE)

COVER FEATURES:

* PW - 10,400 LBS. WHEEL LOAD

ON 10" X 10" PLATE.

* APPROX. WT. = 72 LBS.

* POLYMER CONCRETE

* ONE PIECE COVER

* FOUR BOLT DOWN

* COLOR: CONCRETE GREY

* NON - SKID SURFACE

* LID TO HAVE H-20 TRAFFIC LOAD FRICTION

COEFFICIENT TO BE 0.5 OR MORE

HANDHOLE FEATURES:

* POLYMER CONCRETE RING AND

FIBERGLASS REINFORCED POLYMER BODY

* COLOR OF RING:CONCRETE GREY


POLYMER

CONCRETE

RING

6'

MIN.

#5 COPPER CLAD

GROUND ROD (5/8" X 8')

6" GRAVEL

Cu GROUND CLAMP FCI

No. GBL3-T8, TYCO No.

83749-1, OR EQUAL

#5 COPPER CLAD


TOP VIEW

GROUND ROD INSTALLATION

SIDE VIEW

BAREN Cu

GROUND CONDUCTOR

IDENTIFICATION

HANDHOLE

FRP BODY

VAULT DETAIL

(FLUSH MOUNT)

(PRIVATE)

COVER FEATURES:

* PW - 10,400 LBS. WHEEL LOAD

ON 10" X 10" PLATE.


* POLYMER CONCRETE

* ONE PIECE COVER

* FOUR BOLT DOWN

* COLOR: CONCRETE GREY

* NON - SKID SURFACE

* LID TO HAVE H-20 TRAFFIC LOAD FRICTION

COEFFICIENT TO BE 0.5 OR MORE

HANDHOLE FEATURES:

* POLYMER CONCRETE RING AND

FIBERGLASS REINFORCED POLYMER BODY

* COLOR OF RING:CONCRETE GREY


6'

MIN.

#5 COPPER CLAD


6" GRAVEL

Cu GROUND CLAMP FCI

No. GBL3-T8, TYCO No.

83749-1, OR EQUAL

#5 COPPER CLAD


TOP VIEW

GROUND ROD INSTALLATION

SIDE VIEW

POLYMER

CONCRETE

RING

LIFTING

EYE

BAREN Cu

GROUND CONDUCTOR

D-4







SHEET NUMBER:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17



OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

SCALE

N.T.S.

FINISH GRADE

NEW STREETLIGHT

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 STREETLIGHT

TYPICAL SECTION: N.T.S.

NATIVE

SOIL

CONDUIT

SCALE

N.T.S.

SCALE

N.T.S.

SCALE

N.T.S.

SCALE

N.T.S.

SCALE

N.T.S.

SCALE

N.T.S.

7 8 9

10 11 N/A

NOTES:

1.

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

KNOCK OUT

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

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

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

KEY MAPA B

12 O'CLOCK VIEWC

9 O'CLOCK VIEW

D S-1







SHEET NUMBER:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17

ADDED SURVEY01/31/17


OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

SITE: CA-PHS09m1

ACROSS FROM 314 WILDWOOD AVE

3 O'CLOCK VIEW

W

I

L

D

W

O

O

D

A

V

E

P

R

O

S

P

E

C

T

R

D

P-1







SHEET NUMBER:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17



OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

99

99

101

24'

C

L

C

L

C

U

R

B

C

U

R

B

C

U

R

B

C

U

R

B

5

'

S

I

D

E

W

A

L

K

6

'

S

I

D

E

W

A

L

K

EXISTING 4' STORMDRAIN

STA. 99 + 28

EXISTING UTILITY POLE #110113886

(2' B.O.C.) STA. 99 + 38

#314

P

R

O

S

P

E

C

T

R

D

60'

R

/

W

R

/

W

R

/

W

R

/

W

12'

40'

12'

C

U

R

B

2' GREENBELT

60'

36'

12'

12'

R

/

W

R

/

W

C

U

R

B

4' GREENBELT

W

I

L

D

W

O

O

D

A

V

E

C

L

5

' S

ID

E

3' PARKWAY

WILDWOOD AVE STA. 100 + 00

PROSPECT RD STA. 100 + 00

36'

EXISTING SERVICE POLE #1103055683

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

3

'

P

A

R

K

W

A

Y

#301

EXISTING SCHOOL SIGN

(2' B.O.C.) STA. 99 + 96

E

X

I

S

T

I

N

G

1

4

'

D

R

I

V

E

W

A

Y

S

T

A

.

1

0

0

+

7

2

CL

W

A

L

K

6' SIDEWALK

EXISTING ANCHOR

(11' B.O.C.) STA. 99 + 38

EXISTING SEWER MANHOLE

(3' F.O.C.) STA. 99 + 27

EXISTING SIGN

(1' B.O.C.) STA. 100 + 56

EXISTING TREE

(1' B.O.C.) STA. 99 + 19

EXISTING SCHOOL SIGN

(2' B.O.C.) STA. 99 + 77

PIEDMONT PARK

S

S

S

1

2

"

H

D

P

E

S

E

W

E

R

E

X

I

S

T

I

N

G

W

A

T

E

R

EX

IST

ING

W

AT

ER

S

W

EXISTING WATER

S

#100

EP-1







SHEET NUMBER:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17



OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

SCALE: 1" = 20'

NORTH

NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA

DIG ALERT MARKOUTS AND FIELD VERIFICATION.

99

101

5

'

S

I

D

E

W

A

L

K

6

'

S

I

D

E

W

A

L

K

P

R

O

S

P

E

C

T

R

D

C

U

R

B

60'

36'

12'

12'

R

/

W

R

/

W

C

U

R

B

4' GREENBELT

W

I

L

D

W

O

O

D

A

V

E

C

L

5

' S

ID

E

3

' P

A

R

K

W

A

Y



3

'

P

A

R

K

W

A

Y

#301

E

X

I

S

T

I

N

G

1

4

'

D

R

I

V

E

W

A

Y

S

T

A

.

1

0

0

+

7

2

W

A

L

K

6' SIDEWALK

EXISTING TREE

(1' B.O.C.) STA. 99 + 19

PIEDMONT PARK

S

1

2

"

H

D

P

E

S

E

W

E

R

E

X

I

S

T

I

N

G

W

A

T

E

R

EXISTING

WATER

1

2

"

H

D

P

E

S

E

W

E

R

S

S

C

L

W

W

S

E

X

I

S

T

I

N

G

W

A

T

E

R

LP-1







SHEET NUMBER:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17



OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

SCALE: 1" = 10'

NORTH

2"1

20'

PROPOSED CROWN CASTLE 4' X 6' VAULT ENCLOSURE WITH

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

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

(SEE DETAIL 1, SHEET D-1, DETAILS 4 & 6 SHEET D-3)

10' ASPHALT TRENCH

PROPOSED NODE LOCATION

REPLACE EXISTING CITY STREET SIGN POST & INSTALL NEW 30' STREETLIGHT

(2' B.O.C.) STA. 99 + 77

(SEE DETAIL 2, SHEET D-2 & DETAIL 3, SHEET D-3)

18' ASPHALT TRENCH

1"1

28'

REMOVE & REPLACE

5' X 8' SIDEWALK PANEL

10' ASPHALT TRENCH

1"1

20'

PROPOSED 17" X 30" CROWN CASTLE WTR VAULT

(SEE DETAIL 8, SHEET D-4)

(1' B.O.C.) STA. 99 + 48

5' ASPHALT TRENCH

PROPOSED 2' X 3' CROWN CASTLE FIBER VAULT


(1' B.O.C.) STA. 99 + 53

1"1

15'

2"1

28'

ALL CONSTRUCTION ACTIVITIES TO ADHERE TO THE RECOMMENDATIONS OF THE ARBORIST REPORT AS

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:

37.820145

-122.234044

CA-PHS09m1 NODE COORDINATENOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA


99

101

5

'

S

I

D

E

W

A

L

K

6

'

S

I

D

E

W

A

L

K

(POWER SOURCE) EXISTING UTILITY

POLE #110113886

(2' B.O.C.) STA. 99 + 38

#314

P

R

O

S

P

E

C

T

R

D

C

U

R

B

2' GREENBELT

60'

36'

12'

12'

R

/

W

R

/

W

C

U

R

B

4' GREENBELT

W

I

L

D

W

O

O

D

A

V

E

C

L

5

' S

ID

E



3

'

P

A

R

K

W

A

Y

#301

E

X

I

S

T

I

N

G

1

4

'

D

R

I

V

E

W

A

Y

S

T

A

.

1

0

0

+

7

2

CL

W

A

L

K

6' SIDEWALK

PEIDMONT PARK

EXISTING ANCHOR

(11' B.O.C.) STA. 99 + 38

3

' P

A

R

K

W

A

Y

EXISTING 4' STORMDRAIN

STA. 99 + 28

S

1

2

"

H

D

P

E

S

E

W

E

R

S

S

E

X

I

S

T

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N

G

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A

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E

X

IS

T

IN

G

W

A

T

E

R

1

2

"

H

D

P

E

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W

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EXISTING WATER

EXISTING SCHOOL XING SIGN

(1' B.O.C.) STA. 99 + 96

SP-1







SHEET NUMBER:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17



OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

2"1

20'

PROPOSED CROWN CASTLE 4' X 6' VAULT ENCLOSURE WITH

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

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

(SEE DETAIL 1, SHEET D-1, DETAILS 4 & 6 SHEET D-3)

10' ASPHALT TRENCH

PROPOSED NODE LOCATION

REPLACE EXISTING CITY STREET SIGN POST & INSTALL NEW 30' STREETLIGHT

(2' B.O.C.) STA. 99 + 77

(SEE DETAIL 2, SHEET D-2 & DETAIL 3, SHEET D-3)

SCALE: 1" = 10'

NORTH

LATITUDE:

LONGITUDE:

37.820145

-122.234044

CA-PHS09m1 NODE COORDINATE

FOOTAGE TOTALS

ASPHALT TRENCH 43'

PUNCH THRU 0'

DIRT TRENCH 0'

BORE 0'

TOTAL 43'

R&R SIDEWALK TOTAL 40 SQ. FT.

DESCRIPTION QUANTITY

CONDUIT

(PVT)

VAULTS

(PVT)

1

4' X 6'

1" PVC

2" PVC

BILL OF MATERIALS

1

63'

48'

17" X 30"

18' ASPHALT TRENCH

1"1

28'

REMOVE & REPLACE 5' X 8' SIDEWALK PANEL

69'

10' ASPHALT TRENCH

1"1

20'

PROPOSED 17" X 30" CROWN CASTLE WTR VAULT


(1' B.O.C.) STA. 99 + 48

5' ASPHALT TRENCH

PROPOSED 2' X 3' CROWN CASTLE FIBER VAULT


(1' B.O.C.) STA. 99 + 53

10'

1"1

15'

2"1

28'

12' X 3'

NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA


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.

8'-0"

TOP OF

RADOME

35'-1"

TOP OF

ANTENNA

34'-8"

RAD

CENTER

32'-4"

CURB

PAVEMENT

NATIVE

DIRT

EXISTING SIDEWALK

INSTALL VGR

(SEE DETAIL 7 ON SHEET D-4)

TOP OF POLE

30'-0"

REMOVE EXISTING STREET SIGN POST

AND PLACE NEW ROUND STREETLIGHT


INSTALL NEW POWER METER

(SEE DETAILS 10 & 11 SHEET D-4)

PLACE EXISTING SIGN AT 8'-0";

EXISTING HEIGHT AT 7'-2"

INSTALL NEW MAST ARM WITH

LUMINARE AT 28'-6"

INSTALL NEW LUMINARE

MODEL #ERS1-0-B2E2-5-40-1-GRAY


INSTALL NEW 22" X 17" RADOME TO CONCEAL

(2) COMMSCOPE PANEL ANTENNAS MODEL #SBNH-1D65A


56"

1'-0"

PROPOSED CROWN CASTLE 4' X 6' VAULT WITH

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

DISCONNECT BOX INSIDE

(SEE DETAIL 1, SHEET D-1;

SEE DETAILS 4 & 6, SHEET D-3)

CU

RB

INSTALL NEW 22" X 17" RADOME

TO CONCEAL (2) COMMSCOPE

PANEL ANTENNAS MODEL

#SBNH-1D65A

INSTALL NEW LUMINARE

MODEL #ERS1-0-B2E2-5-40-1-GRAY

W

IL

D

W

O

O

D

A

V

E

REMOVE EXISTING STREET SIGN POST

AND PLACE NEW ROUND STREETLIGHT

B 3 O'CLOCK VIEW

POLE ID: N/APROPOSED TOP OF POLE AT 30'-0"TOP OF ANTENNA: 34'-8"RAD CENTER: 32'-4"

SP-2







SHEET NUMBER:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17



OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

SCALE: 38" = 1'-0"

A TOP VIEW N.T.S.

NO

RT

H

PROJECT DESCRIPTION

CROWN CASTLE TO INSTALL THE FOLLOWING:

REMOVE EXISTING CITY STREET SIGN POST ANDINSTALL NEW 30' STEEL STREET LIGHT POLE WITH NEWMAST & LUMINARE.

TRANSFER EXISTING CITY STREET SIGN AT 8'-0" ON NEWSTREET LIGHT POLE.

INSTALL 4' X 6' VAULT WITH (1) RRUS-12 B4 & (1) RRUS-12B13 & (1) DISCONNECT BOX INSIDE.

NEW (2) 56" TOP POLE MOUNT PANEL ANTENNAS WITHELECTRICAL TILT.

MANUFACTURER: COMMSCOPE MODEL: SBNHH-1D65A

INSTALL NEW (1) POWER METER ON STREET LIGHT.

INSTALL VGR.

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:


AGR 11/07/16


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE




Coastal

GD

V258040




CHANGED SITE PLAN

SCALE TO 1:40

12/14/16

01/25/17



OFF PROCEDURE

04/04/17



CA-PHS09m1

ACROSS FROM

314 WILDWOOD AVE

PIEDMONT, CA

crown sheet number: description castle ......agr11/07/16 revision / issue date description ticket...

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