crown sheet number: description castle piedmont …
TRANSCRIPT
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
D-1
DETAILS & NOTES
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
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
D-2
DETAILS & NOTES
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
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
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
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
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
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
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
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
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
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64'
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101
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6
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LP-1
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
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
NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA
DIG ALERT MARKOUTS AND FIELD VERIFICATION.
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)
PROPOSED 2' X 3' BORE PIT
STA. 100 + 87
(SEE DETAIL 10, ON SHEET D-3)
PROPOSED NODE LOCATION
EXISTING STREET LIGHT #1282
(1' B.O.C.) STA. 100 + 73
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
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
REMOVE & REPLACE 4' X 7' SIDEWALK &
BRICK AREA,MATCH EXISTING
18" MIN.
EXISTING AT&T PER USA
EXISTING CATV PER USA
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 AT&T PER USA
EXISTING CATV PER USA
EXISTING 6" GAS
PER USA
2"
24'
2
C
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R
B
101
B
L
A
IR
A
V
E
101
H
I
G
H
L
A
N
D
A
V
E
B
L
A
I
R
A
V
E
#105
92'
64'
10'
14'
3
'
G
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N
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#TBD
S
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S
SP-1
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
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.
NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA
DIG ALERT MARKOUTS AND FIELD VERIFICATION.
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
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
13'
41'
24'
G
R
O
U
N
D
V
E
G
E
T
A
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I
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G
R
O
U
N
D
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E
G
E
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A
T
I
O
N
37.827696
-122.233572
2"
24'
2
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)
PROPOSED 2' X 3' BORE PIT
STA. 100 + 87
(SEE DETAIL 10, ON SHEET D-3)
REMOVE & REPLACE 4' X 7' SIDEWALK &
BRICK AREA,MATCH EXISTING
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
REMOVE & REPLACE 4' X 7' SIDEWALK &
BRICK AREA,MATCH EXISTING
18" MIN.
EXISTING AT&T PER USA
EXISTING CATV PER USA
EXISTING 6" GAS
PER USA
EXISTING AT&T PER USA
EXISTING CATV 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"
(SEE DETAIL 12, SHEET D-3)
PLACE NEW NOTICE SIGN AT 8' - 0"
(SEE DETAIL 11, SHEET D-2)
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
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
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
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
SURVEY
CA-PHS02m3
150 HIGHLAND AVE
PIEDMONT, CA