CROWN SHEET NUMBER:DESCRIPTION CA-PHS09m2 CASTLE … · SAN JOSE, CA 95134 CROWN CASTLE V258040...
Transcript of CROWN SHEET NUMBER:DESCRIPTION CA-PHS09m2 CASTLE … · SAN JOSE, CA 95134 CROWN CASTLE V258040...
VICINITY MAP PROJECT TEAM
PROJECT MANAGER:CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134MICHAEL MILLER(408) [email protected]
N.T.S.
CROWN
CASTLE
CA-PHS09m2
ACROSS FROM 314 WILDWOOD AVE.,
PIEDMONT, CA
SITE: CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.
CA-PHS09m2
ACROSS FROM 314
WILDWOOD 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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
SHEET INDEX
SHEET NUMBER: DESCRIPTION
PROJECT SUMMARY
TITLE SHEET
AERIAL PHOTOS
T-1
S-1
SP-2 ELEVATION
T-1
TITLE SHEET
EP-1 EXISTING SITE PLAN
SP-1 PROPOSED SITE PLAN
CROWN CASTLE TO INSTALL THE FOLLOWING:
· INSTALL NEW 24'-10" LUMINAIRE DECO POLE.· INSTALL (1) DB SPECTRA ANTENNA MODEL
#DB362NXD3S-M.· PROPOSED WESTERN UTILITY TELECOM 19031-TC
TRASH BIN (1) ERICSSON RADIO 8843-B2 + B66A(PREV 4443) & (1) DISCONNECT BOX.
· INSTALL NEW (1) DISCONNECT BOX, ATTACH TOTRASH BIN
· INSTALL NEW (1) SMART METER, ATTACH TOTRASH BIN.
· UNDERGROUND WORK IS REQUIRED TO DIG 57' OFTRENCH, PLACE 114' OF 2" CONDUIT, REMOVE &REPLACE 18 SQ.FT. OF SIDEWALK & 77 SQ. FT. OFLAWN.
DETAIL SHEETD-1
DETAIL SHEETD-2
DETAIL SHEETD-4
LP-1 LANDSCAPE PLAN
TCP-1-2 TRAFFIC CONTROL PLAN
NODE ENGINEER:MOUNTAIN LTD19 YARMOUTH DR., SUITE 301NEW GLOUCESTERMIKE RIVERA(925) [email protected]
DETAIL SHEETD-3
DETAIL SHEETD-5-10
GENERAL CONTRACTOR NOTES:
1. EXCAVATION PERMIT SHALL BEOBTAINED BY CONTRACTORPRIOR TO COMMENCING WORK.
2. ALL DISTURBED LANDSCAPINGSHALL BE REPLACED WITH NEWMATERIAL, EQUAL TO ORGREATER THAN EXISTINGCONDITION.
3. ANY SIDEWALK CLOSURE SHALLBE COORDINATED WITH THECITY AND PROPER SIGNING WILLBE PLACED.
4. NO MATERIALS OR EQUIPMENTSHALL BE STORED ON PRIVATEPROPERTY OR BLOCK ACCESS TOPRIVATE PROPERTY.
5. 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.
D-11
DETAIL SHEETD-4A
DETAIL BANNER SHEET
SP-3 317 WILDWOOD
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
LEGEND
SYMBOL DESCRIPTION
PROPOSED
2' X 3' VAULT
CABINET
NEW WOOD POLE
NEW STREETLIGHT
PCC SIDEWALK
2.
TRENCH AND FIBER CONDUIT (PVT)
3.
EXISTING
EXISTING UTILITY POLE
EXISTING STREETLIGHT
EXISTING VAULT / HANDHOLE
5.
EXISTING PEDESTAL
STEEL POLE
STATION POINTS
(100' INCREMENTS)
EXISTING CURB RAMP
C&G
R/W
CL
PL
EXISTING CURB & GUTTER
EXISTING RIGHT OF WAY
EXISTING CENTER LINE
EXISTING CENTER LINE
NORMAL LOCATION OF
UNDERGROUND UTILITIES NOTES:
1. LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES MUST BE PROVIDED BY THE
SUBDIVIDER AND SHOWN ON ANY PLANS SUBMITTED TO THE DEPT. OF PUBLIC WORKS FOR
APPROVAL.
2.
STORMDRAIN INLET PROTECTION
INLET
EDGE OF PAVEMENT
FLOW
SPILLWAY, 1-BAG HIGH
FLOW
SANDBAG
2-BAGS HEIGHT
TYPICAL PROTECTION FOR INLET WITH OPPOSING FLOW DIRECTIONS
ABBREVIATIONS
A/C
ASPHALT CURB
B.O.C. BACK OF CURB
B/EOP BACK OF EDGE OF PAVEMENT
C&G
CL
EX.
EOP
CURB & GUTTER
CENTERLINE
EXISTING
EDGE OF PAVEMENT
F.O.C. FACE OF CURB
F/EOP FACE OF EDGE OF PAVEMENT
PL
R/W
S/B
PROPERTY LINE
RIGHT OF WAY
SUBDIVISION BOUNDARY
TYPICAL PROTECTION FOR INLET WITH SINGLE FLOW DIRECTION
NOTES:
1. INTENDED FOR SHORT - TERM USE.
2. USE TO INHIBIT NON - STORM WATER FLOW.
3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP.
4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED.
5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC.
FLOW
SPILLWAY, 1-BAG HIGH
FLOW
SANDBAG
2-BAGS HEIGHT
EDGE OF
PAVEMENT
INLET
3.
4.
5.
CHANGES MAY BE PERMITTED BY THE DEPT. OF PUBLIC WORKS IN CASES OF CONFLICTING
FACILITIES.
CONFLICTS BETWEEN UTILITY COMPANIES FACILITIES, EXISTING AND PROPOSED, MUST BE
MUTUALLY RESOLVED BY THE UTILITY COMPANIES.
FOR COMMERCIAL SIDEWALKS, THE FIRE HYDRANT SHALL BE PLACED WITHIN THE
SIDEWALK 1'-6" BEHIND FACE OF CURB.
MAXIMUM 2" DIAMETER GAS MAINS MAY BE PLACED IN JOINT UTILITIES TRENCH SUBJECT
TO APPROVAL OF CITY ENGINEER (IN TRACTS).
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON.
ROW GROUND CONSTRUCTION NOTES:
1. GROUND CONSTRUCTION TO REMOVE/CLEAN ALL DEBRIS, NAILS, STAPLES, OR NON-USED
VERTICALS OFF THE POLE.
2.
3.
4.
5.
6.
7.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH MUNICIPAL, COUNTY, STATE, FEDERAL,
GO95 AND GO128 STANDARDS AND REGULATIONS.
CALL USA 48 HOURS PRIOR TO EXCAVATING AT (800) 227-2600 OR 811.
ALL LANDSCAPING TO BE RESTORED TO ORIGINAL CONDITION OR BETTER.
ALL EQUIPMENT TO BE BONDED.
METERING CABINET REQUIRES 36" CLEARANCE AT DOOR OPENING.
CAULK CABINET BASE AT PAD.
4. THE CONTRACTOR SHALL REMOVE SILT AND DEBRIS AFTER EACH MAJOR RAINFALL.
FOR STORM DRAIN INLETS, PROVIDE A GRAVEL BAG SILT BASIN IMMEDIATELY UPSTREAM OF INLET
AS INDICATED ON DETAILS.
THE CONTRACTOR OR QUALIFIED PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF SILT AND MUD ON
ADJACENT STREET(S) AND STORM DRAIN SYSTEM DUE TO CONSTRUCTION ACTIVITY.
6.
EROSION AND SEDIMENT CONTROL NOTES:
TEMPORARY EROSION/SEDIMENT CONTROL, PRIOR TO COMPLETION OF FINAL IMPROVEMENTS, SHALL BE
PERFORMED BY THE CONTRACTOR OR QUALIFIED PERSON AS INDICATED BELOW:
1.
ALL REQUIREMENTS OF THE CITY BMP's (BEST MANAGEMENT PRACTICES) PER ALAMEDA COUNTY
CLEAN WATER STANDARDS AND CALIFORNIA STORM WASTE QUALITY ASSOCIATION (CASQA) HANDBOOK
MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED PUBLIC
IMPROVEMENTS CONSISTENT WITH THE EROSION CONTROL PLAN AND/OR WATER POLLUTION
CONTROL PLAN (WPCP), IF APPLICABLE.
NOTES:
1.
2.
3.
4.
5.
CALIFORNIA STATE CODE COMPLIANCE:
CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS.
CONTRACTOR TO PLACE SANDBAGS AROUND ANY/ALL STORM DRAIN INLETS TO PREVENT
CONTAMINATED WATER.
SPOILS PILE WILL BE COVERED AND CONTAINED AND STREET WILL BE SWEPT AND CLEANED
AS NEEDED.
CONTRACTOR TO REPAIR DAMAGED PUBLIC IMPROVEMENTS TO THE SATISFACTION OF THE
CITY ENGINEER.
CURB & GUTTER TO BE PROTECTED IN PLACE. SIDEWALK TO BE REPLACED TO THE
SATISFACTION OF THE CITY ENGINEER.
THE CONTRACTOR SHALL RESTORE THE ROADWAY BACK TO ITS ORIGINAL CONDITION
SATISFACTORY TO THE CITY ENGINEER INCLUDING, BUT NOT LIMITED TO PAVING, STRIPING,
BIKE LANES, PAVEMENT LEGENDS, SIGNS, AND TRAFFIC LOOP DETECTORS.
7.
8.
SIDEWALK SHALL BE RESTORED/REPLACED PER CITY STANDARD DRAWINGS.
PEDESTRIAN RAMP WILL NOT BE DISTURBED.
ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH THE
CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES.
NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT
CONFORMING TO THESE
CODES:
CALIFORNIA ADMINISTRATIVE CODE (INCLUDING TITLES 24 & 25) 2016
BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA)
2016 CALIFORNIA MECHANICAL CODE
ANSI/EIA-222-F LIFE SAFETY CODE NFPA-101
2016 CALIFORNIA PLUMBING CODE
2016 CALIFORNIA ELECTRICAL CODE
2016 LOCAL BUILDING CODE
CITY/COUNTY ORDINANCES
ACCESSIBILITY REQUIREMENTS:
FCC NOTE:
THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO
FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT
AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY
AGENCIES.
2016 CALIFORNIA BUILDING CODES WHICH ADOPTS THE 2016 UBC, 2016 UMC, 2016
UPC AND THE 2016 NEC.
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS
REQUIREMENTS DO NOT APPLY IN ACCORDANCE WITH THE 2010 CALIFORNIA BUILDING
CODE.
GENERAL CONTRACTOR NOTES:
1. EXCAVATION PERMIT SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO
COMMENCING WORK.
2. ALL WORK TO BE CONDUCTED IN THE RIGHT OF WAY.
3. ALL DISTURBED LANDSCAPING SHALL BE REPLACED TO SIMILAR EXISTING CONDITION
WITH NEW MATERIAL, EQUAL TO OR GREATER THAN EXISTING CONDITION.
4. ANY SIDEWALK CLOSURE SHALL BE COORDINATED WITH THE CITY AND PROPER
SIGNING WILL BE PLACED.
5. NO MATERIALS OR EQUIPMENT SHALL BE STORED ON PRIVATE PROPERTY OR BLOCK
ACCESS TO PRIVATE PROPERTY.
6. CLEANUP OF SITE WILL BE COMPLETED EACH EVENING AND THE SITE WILL BE
RETURNED TO EXISTING CONDITIONS AT THE COMPLETION OF CONSTRUCTION AT EACH
SITE.
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE
JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR RESPONSIBLE FOR SAME.
UTILITIES ENGINEERING NOTES:
· APPLICANT SHALL TAP ELECTRIC SERVICE TO THE SMALL CELL DISTRIBUTED ANTENNA
SYSTEM FROM THE LOCATIONS JOINTLY IDENTIFIED DURING THE FIELD INVESTIGATION.
· SERVICE VOLTAGE TO ALL THE PROPOSED LOCATIONS MAY NOT BE THE SAME.
APPLICANT SHALL DESIGN THEIR SYSTEM TO OPERATE AT THE AVAILABLE VOLTAGE IN
THE VICINITY.
· IF BRAND NEW POLES NEED TO BE INSTALLED FOR APPLICANTS SYSTEM THEN THE
POLES MUST MATCH EXISTING POLES IN THE DOWN TOWN AREA.
· AFTER EXCAVATION IS COMPLETED ON THE PUBLIC RIGHT OF WAY, EXISTING STREETS
INCLUDING SIDEWALKS/CURB/GUTTER OR ANY DECORATIVE PATHS MUST BE BROUGHT
TO ITS ORIGINAL CONDITION AND MUST BE APPROVED BY PUBLIC WORKS ENGINEERING
DEPARTMENTS INSPECTOR. POTHOLING MUST BE DONE AND ALL THE UTILITIES MUST
BE IDENTIFIED PRIOR TO COMMENCING EXCAVATION.
· EXCAVATION AND RESTORATION WORK MUST BE IN COMPLIANCE WITH THE PUBLIC
WORKS ENGINEERING STANDARDS AND SPECIFICATIONS THAT ARE AVAILABLE ON THE
FOLLOWING WEBSITE: http://www.ci.piedmont.ca.us - SEE SHEET D-3 FOR CITY STANDARD
DETAIL.
· APPLICANTS SHALL BE RESPONSIBLE FOR MAINTAINING THEIR SYSTEM INCLUDING
SUBSTRUCTURE. IN CASE OF KNOCK DOWNS, THE CITY WILL RE-INSTALL ITS STREET
LIGHTING POLES BUT NOT APPLICANTS EQUIPMENT ON OR OFF THE POLE.
· A FIELD MEETING IS RECOMMENDED WITH UTILITIES COMPANIES PRIOR TO
COMMENCING THE WORK.
· THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY PUBLIC WORKS DEPARTMENT
510/420-3050 IF THE EXISTING SANITARY SEWER OR STORM DRAINS ARE DISTURBED OR
DAMAGED, WITH CITY APPROVED, A QUALIFIED CONTRACTOR MAY PERFORM REPAIRS
ON CITY SANITARY SEWER LINES OR STORM DRAINS.
· NO WATER VALVES OR OTHER FACILITIES OWNED BY EBMUD SHALL BE OPERATED FOR
ANY PURPOSE BY THE APPLICANT'S CONTRACTOR. ALL REQUIRED OPERATION WILL
ONLY BE PERFORMED BY AUTHORIZED EBMUD PERSONNEL. WATER VALVES MAY BE
OPERATED BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF THE WGW
UTILITIES INSPECTOR. THE APPLICANT'S CONTRACTOR SHALL NOTIFY EBMUD NOT LESS
THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF THE TIME THAT SUCH OPERATION IS
REQUIRED.
STA STATION
SCH SCHEDULE
VGR VERTICAL GROUND RISER
CATV CABLE TV
OHG OVERHEAD GUY
7.
8.
9.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES AS MAY BE
REQUIRED DUE TO UNFORESEEN CIRCUMSTANCES, WHICH MAY ARISE.
ALL EROSION/SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN
SHALL BE INCORPORATED HEREON. ALL EROSION/SEDIMENT CONTROL FOR INTERIM CONDITIONS
SHALL BE DONE TO THE SATISFACTION OF THE CITY ENGINEER.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN RAIN IS IMMINENT.
10. THE CONTRACTOR SHALL ARRANGE FOR WEEKLY MEETINGS DURING OCTOBER 1ST TO APRIL 30TH
FOR PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED PERSON, EROSION CONTROL
SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER AND THE RESIDENT ENGINEER) TO
EVALUATE THE ADEQUACY OF THE EROSION/SEDIMENT CONTROL MEASURES AND OTHER RELATED
CONSTRUCTION ACTIVITIES.
6. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
SCALE
N.T.S.
1
DB362NXD3S-M (1710-2180 MHz)
3-Sector Cross Polarized Canister Antenna – 24” tall – 12 Ports
ELECTRICAL SPECIFICATIONS
Frequency Band
Gain, typical
Polarization
Nominal Impedance
VSWR
Horizontal Beamwidth, -3 dB, typ.
Vertical Beamwidth, -3 dB
Isolation Between Inputs
IM3, 2x Tx @ 43 dBm, typical
Power Handling, average total
MECHANICAL SPECIFICATIONS
ConnectorConnector PositionDimensions, L x W x HWeightFlat Plate Area
Lateral Trust @100 mphRated Wind VelocityOperating TemperatureRadome Material/Color
1710-2180 MHz
10 dBi
X-Pol
50 Ω
1.7:1
65°
30°
20 dB
<-153 dBc
125 Watts
12 x 4.3-10 (F)Bottom
8.2 in. x 24 in. (208 mm x 608 mm)15 lb / 6.8 kg
0.9 ft2 / 0.084 m2
39 lbf /170 N175 mph / 282 kph
-40° to 105° FUV Stabilized PVC/Federal Brown
(unless specified otherwise)
FEATURES AND BENEFITS
• Ultra-compact and proven cylindricalform factor suitable for pole-topmounting – ideal for the mostdemanding zoning requirements
• 3-sector High-band configurationmaximizes coverage and capacitywith +/-45⁰ polarization
• Four (4) connectors per sector,Twelve (12) connectors total
• Now covers the AWS-3 frequencyband!
• Dependable Low-PIM performance
PRELIMINARY
Specifications subject to change • www.dbspectra.com • 1590 E Hwy 121, Ste. 100, Lewisville, TX 75056 • P (469) 322-0080 • 096000-308 • Nov-2017
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
D-3
SCALE
N.T.S.
1
SCALE
N.T.S.
4
SCALE
N.T.S.
2
SCALE
N.T.S.
5
SCALE
N.T.S.
3
SCALE
N.T.S.
6
D-4
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
GENERAL DESIGN NOTES:
ANTENNA ISO
SCALE:
NONE
ANTENNA MOUNT
SCALE:
NONE
3
GENERAL NOTES:
ANTENNA MOUNT
SCALE:
NONE
ANTENNA MOUTNING
SCALE:
NONE
5
°
ELEVATION VIEW
SCALE:
NONE
PORT DETAIL
SCALE:
NONE
BASE PLATE DETAIL
SCALE:
NONE
7
4
2
61
D-4A
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
GENERAL NOTES
CONDUIT DETAIL @ PIER SECTION
SCALE:
NONE
1
FACTORED BASE REACTIONS
CONDUIT DETAIL @ PIER FACE
NONE
SCALE:
2
SPECIAL INSPECTIONS
BASE GROUTING DETAIL
SCALE:
NONE
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
D-5SCALE
N.T.S.
1
3'-73
3'-0"
4"
2'-9" 3"
2'-6"
PLAN VIEW
SMART METER[BY OTHERS]
NEMA 3R ENCLOSUREWITH RECEPTACLE[BY OTHERS]
AC DISCONNECT(SQUARE-D Q024L70RB)
[BY OTHERS]
NETWORK GRIDDISCONNECT(EATON DPF221R)[BY OTHERS]
ERICSSON RADIO 8843[BY OTHERS]
(2) ERICSSON PSU AC 08[BY OTHERS]
FRONT VIEW[DOOR HIDDEN FOR CLARITY]
REVISIONS MANUFACTURER
REV. DESCRIPTION
INITIAL SUBMITTAL-
A HT. WAS 3'-2 3/16". METER WAS 2'-6 3/4".
DATE DRW CHK
10APR18
08MAY19
BGAT
--
SG
WESTERN
UTILITY / TELECOM, INC.5032 SALEM DALLAS HWY
SALEM, OR 97304Ph: 503-587-0101Fx: 503-316-1864
WesternUtilityTelecom.com
THE INFORMATION CONTAINED IN THIS DRAWING ISTHE SOLE PROPERTY OF WESTERN UTILITY TELECOM,
INC. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF WESTERN
UTILITY TELECOM, INC. IS PROHIBITED
TITLE
TRASH CAN CONCEPTPIEDMONT, CACROWN CASTLE
PROJECT NUMBER
19-0031SHEET
S-1 19031-TCDRAWING NUMBER
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
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
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.
1
SCALE
N.T.S.
2
D-6
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.
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
D-7
NOTICE SIGN
SCALE
N.T.S.
2
SCALE
N.T.S.
1
CAUTION SIGN
DIMENSION 7.5" X 7.5"
DIMENSION 7.5" X 7.5"
#2
G
RO
UN
D W
IR
E
TO
G
RO
UN
D R
OD
LOAD
NEUTRAL
(N)(2) #12 AWG
(N)(1) #12 WIRE FROM
METER TO BREAKER
BOX & LOAD CENTER
TERMINAL BLOCK
SPLICE/CONNECTION
(N)(2) #6 AWG
NE
UT
RA
L #
6
LO
AD
#
6
GR
OU
ND
LOAD
(N) BREAKER
(N) BREAKER
(N) BREAKER BOX/ LOAD CENTER
(N)(2) #12 AWG
(N)(1) #10 AWG GND
(N)(2) #12 AWG
(N)(1) #10 AWG GND
NE
UT
RA
L
GR
OU
ND
GR
OU
ND
NE
UT
RA
L
LO
AD
(N)
LUMINAIRE
(N)
RADIO
#1
SINGLE LINE DIAGRAM
METER
NEW METER
(N) 3 WIRE
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
D-8SCALE
N.T.S.
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
D-9
175
250
70
50
150
100
250
35
50
75
50
250
175
100
70
100
/277
/480
/120
/208
/240
150
PO
LE
H
EIG
HT
S H
AV
E
A T
OLE
RA
NC
E O
F ± 2"
/220
TH
IS
P
RIN
T IS
T
HE
C
ON
FID
EN
TIA
L P
RO
PE
RT
Y O
F S
TE
RN
BE
RG
V
IN
TA
GE
LIG
HT
IN
G, A
ND
IS
LO
AN
ED
S
UB
JE
CT
T
O R
ET
UR
N U
PO
N D
EM
AN
D A
ND
UP
ON
E
XP
RE
SS
C
ON
DIT
IO
N T
HA
T IT
W
ILL N
OT
B
E D
IS
CLO
SE
D T
O A
NY
TH
IR
D P
AR
TY
W
IT
HO
UT
T
HE
P
RIO
R W
RIT
TE
N P
ER
MIS
SIO
N O
F
ST
ER
NB
ER
G V
IN
TA
GE
LIG
HT
IN
G, IN
C. O
R U
SE
D D
IR
EC
TLY
O
R
IN
DIR
EC
TLY
IN
A
NY
W
AY
D
ET
RIM
EN
TA
L T
O T
HE
IN
TE
RE
ST
O
F
ST
ER
NB
ER
G V
IN
TA
GE
LIG
HT
IN
G, IN
C.
MO
DE
L M
T-508-LB
L
MISSION TRAILS 1950
1950
This high performance decorative down light for provides full
cutoff. The shade is spun of heavy wall aluminum and the cast fluted
508 fitter houses an integral ballast. Tool-less entry provides access
to the horizontally mounted lamp, behind the clear glass lens.
Available in type III of V optics and scales 18-5/8" x 23-1/4". Shown
here in our Verde Green finish. A larger scale 400 watt model will
soon be available.
SCALE
N.T.S.
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
D-10
SCALE
N.T.S.
1
SCALE
N.T.S.
4
SCALE
N.T.S.
2
SCALE
N.T.S.
5
SCALE
N.T.S.
3
SCALE
N.T.S.
6
ARBURIST REPORT
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
D-11SCALE
N.T.S.
4
SCALE
N.T.S.
3
SCALE
N.T.S.
1
SCALE
N.T.S.
2
AERIAL PHOTOS
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
S-1
SITE: CA-PHS09m2
ACROSS FROM
314 WILDWOOD AVE.
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
(SEE DETAIL SHEET D-1)
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 #110305683
(2' B.O.C.) STA. 100 + 54
3
'
P
A
R
K
W
A
Y
#301
EXISTING SCHOOL SIGN
(2' B.O.C.) STA. 99 + 98
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
(2' B.O.C.) STA. 100 + 52
EXISTING TREE
(1' B.O.C.) STA. 99 + 19
EXISTING SCHOOL SIGN
(2' B.O.C.) STA. 99 + 67
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
W
S
EXISTING WATER
S
#100
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
EXISTING SITE PLAN
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
NORTH
NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA
DIG ALERT MARKOUTS AND FIELD VERIFICATION.
EXISTING TREES
EXISTING FENCE
LATITUDE:
LONGITUDE:
CA-PHS09m2
NODE COORDINATE
EXISTING STORM DRAIN
18'' (B.O.C.)
(SEE DETAIL SHEET D-1)
24"x36" SCALE: 1" = 20'-0"11"x17" SCALE: 1" = 40'-0"A EXISTING SITE PLAN
37.820143
-122.233901
R
/
W
101
C
L
C
U
R
B
6
'
S
I
D
E
W
A
L
K
#314
60'
12'
4' GREENBELT
C
3
' P
A
R
K
W
A
Y
WILDWOOD AVE STA. 100 + 00
PROSPECT RD STA. 100 + 00
36'
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
L
W
A
L
K
6' SIDEWALK
S
L
S
S
EXISTING WATER
1
2
"
H
D
P
E
S
E
W
E
R
S
#100
C
E
X
I
S
T
I
N
G
W
A
T
E
R
W
W
P
R
O
S
P
E
C
T
R
D
W
IL
D
W
O
O
D
A
V
E
#301
PIEDMONT PARK
1
2
"
H
D
P
E
S
E
W
E
R
E
X
I
S
T
I
N
G
W
A
T
E
R
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
LANDSCAPING PLAN
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
NORTH
NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA
DIG ALERT MARKOUTS AND FIELD VERIFICATION.
EXISTING SCHOOL XING SIGN
(1' B.O.C.) STA. 99 + 98
EXISTING SIGN
(2' B.O.C.) STA. 99 + 67
EXISTING 4' STORMDRAIN
STA. 99 + 28
(SEE DETAIL SHEET D-1)
EXISTING TREE
(1' B.O.C.) STA. 99 + 19
LATITUDE:
LONGITUDE:
CA-PHS09m2
NODE COORDINATE
EXISTING STORM DRAIN
(18'' B.O.C.)
(SEE DETAIL SHEET D-1)
2"
45'
2
2' 0"
24"x36" SCALE: 1" = 10'-0"11"x17" SCALE: 1" = 20'-0"A LANDSCAPING PLAN
ALL CONSTRUCTION ACTIVITIES TO ADHERE TO THE RECOMMENDATIONS OF THEARBORIST REPORT AS IT PERTAINS TO PROTECTION OF THE EXISTING TREES, SHRUBS,AND ROOT SYSTEMS RELATED. ALL EXISTING TREES AND SHRUBS TO REMAIN.CONSTRUCTION CREW TO FOLLOW PROCEDURES ENTAILED WITHIN REPORT TOENSURE NO DAMAGE WILL OCCUR PER THE ARBORIST NOTES. ALL LANDSCAPINGWILL BE RESTORED TO ORIGINAL CONDITION TO THE SATISFACTION OF THE CITYINSPECTOR.
EXISTING TREES
REMOVE & REPLACE
3'X6' SIDEWALK
(SEE DETAIL SHEET D-3)
EXISTING FENCE
PROPOSED NODE LOCATION
INSTALL NEW 29' 8.5'' SUPPORTING SINGLE
LUMINAIRE DECORATIVE POLE
(15' B.O.C.) STA. 100 + 16
(SEE SHEET D-4)
EXISTING OAK TREE
PROPOSED
45' DIRT TRENCH
REMOVE & REPLACE
1
1
2
' x 45' OF LAWN
EXISTING UTILITY
POLE #110305683
(2' B.O.C.) STA. 100 + 54
2"
6'
2
PROPOSED WESTERN UTILITY TELECOM
19031-TC TRASH BIN (1) ERICSSON RADIO
8843 - B2 + B66A (PREV 4443) & (1)
DISCONNECT BOX. (10' BOC) STA.100+17
(SEE SHEET D-5, SEE SHEET D-6).
REMOVE & REPLACE
1
1
2
' x 6' OF LAWN
1
1
2
'
37.820143
-122.233901
(SEE DETAIL SHEET D-9)
101
C
L
C
U
R
B
6
'
S
I
D
E
W
A
L
K
#314
P
R
O
S
P
E
C
T
R
D
60'
R
/
W
12'
4' GREENBELT
W
IL
D
W
O
O
D
A
V
E
WILDWOOD AVE STA. 100 + 00
PROSPECT RD STA. 100 + 00
36'
#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
PIEDMONT PARK
3
' P
A
R
K
W
A
Y
S
1
2
"
H
D
P
E
S
E
W
E
R
S
S
E
X
I
S
T
I
N
G
W
A
T
E
R
E
X
IS
T
IN
G
W
A
T
E
R
1
2
"
H
D
P
E
S
E
W
E
R
S
W
#100
92'
35'
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
PROPOSED SITE PLAN
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
NORTH
FOOTAGE TOTALS
ASPHALT TRENCH 0'
PUNCH THRU 0'
DIRT TRENCH 51'
BORE 0'
TOTAL 51'
R&R SIDEWALK TOTAL 77 SQ. FT.
DESCRIPTION QUANTITY
CONDUIT
(PVT)
VAULTS
(PVT)
0
2" PVC
BILL OF MATERIALS
102'
17" X 30"
02' X 3'
NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA
DIG ALERT MARKOUTS AND FIELD VERIFICATION.
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. SEE
DETAIL SHEET D-3.
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. SEE DETAIL SHEET D-3.
EXISTING SCHOOL XING SIGN
(1' B.O.C.) STA. 99 + 98
EXISTING SIGN
(2' B.O.C.) STA. 99 + 67
EXISTING 4' STORMDRAIN
STA. 99 + 28
(SEE DETAIL SHEET D-1)
EXISTING TREE
(1' B.O.C.) STA. 99 + 19
2' 0"
18" MIN CLEARANCE REQUIRED
FROM CLOSEST NEW EQUIPMENT TO BACK OF CURB
84'
EXISTING TREES
LATITUDE:
LONGITUDE:
CA-PHS09m2
NODE COORDINATE
EXISTING STORM DRAIN
(18'' B.O.C.)
(SEE DETAIL SHEET D-1)
EXISTING OAK TREE
2' 0"
PROPOSED NODE LOCATION
INSTALL NEW 29' 8.5'' SUPPORTING SINGLE
LUMINAIRE DECORATIVE POLE
(15' B.O.C.) STA. 100 + 16
(SEE SHEET D-4)
2"
6'
2
6' DIRT TRENCH
PROPOSED
EXISTING TREES
EXISTING UTILITY
POLE #110305683
(2' B.O.C.) STA. 100 + 54
SEE SHEET SP-3
EXISTING FENCE
2"
45'
2
W
I
L
D
W
O
O
D
A
V
E
24"x36" SCALE: 1" = 10'-0"11"x17" SCALE: 1" = 20'-0"A PROPOSED SITE PLAN
REMOVE & REPLACE
3'X6' SIDEWALK
(SEE DETAIL SHEET D-3)
PROPOSED WESTERN UTILITY
TELECOM 19031-TC TRASH BIN (1)
ERICSSON RADIO 8843 - B2 + B66A
(PREV 4443) & (1) DISCONNECT BOX.
(10' BOC) STA.100+17 (SEE SHEET D-5,
SEE SHEET D-6).
28' DIRT TRENCH
PROPOSED
37.820143
-122.233901
REMOVE & REPLACE
REMOVE & REPLACE
DB SPECTRA ANTENNA
#DB362NXD3S-M
AT 120° & 240°
TRASH BIN
GROUND LEVEL
TOP OF
SHAFT
24'-10"± AGL
TOP OF
ANTENNA
29'-8
1
2
"± AGL
RAD
CENTER
28'-8
1
2
"± AGL
INSTALL NEW 25'- 4" DECORATIVE POLE
PLACE NEW CAUTION SIGN AT 23' - 6"
INSTALL NEW (1) DBSPECTRA ANTENNA
MODEL #DB362NXD3S-M
2'-7"
CENTER OF
PORT (4"x6")
& LUMINAIRE
ARM
18'-0"± AGL
6'
3' 7
3
4
"
EXISTING LAWN
PLACE NEW NOTICE SIGN AT 8' - 0"
PROPOSED WESTERN UTILITY TELECOM
19031-TC TRASH BIN (1) ERICSSON RADIO
8843 - B2 + B66A (PREV 4443) & (1)
DISCONNECT BOX. (10' BOC) STA.100+17 (SEE
SHEET D-5, SEE SHEET D-6).
INSTALL NEW (1)
SMART METER
6'-0"
BOTTOM
OF
LUMINAIRE
17'-6
1
2
"
± AGL
CENTER OF BANNERS
AT 12'-0± AGL
CENTER 6"x12" PORTS
1'-0± AGL
BANNERS & ARMS
(BY OTHERS)
LUMINAIRE & ARM
(BY WESTERN UT)
7GA. x 9" BD 12-FLAT FLUTED TAPERED
STEEL SHAFT
B LOOKING EASTSP-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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
ELEVATION
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
A TOP VIEW
0°
NO
RT
H
90°
18" MIN CLEARANCE REQUIRED
FROM CLOSEST NEW EQUIPMENT TO BACK OF CURB
R
/
W
S
T
O
N
E
W
A
L
L
PROPOSED POLE
POLE ID: TBDTOP OF ANTENNA: 29'-8 12"RAD CENTER: 28'-8 12"AZIMUTHS: 120° AND 240°
CROWN CASTLE TO INSTALL THE FOLLOWING:
· INSTALL NEW 24'-10" LUMINAIRE DECO POLE.· INSTALL (1) DB SPECTRA ANTENNA MODEL #DB362NXD3S-M.· PROPOSED WESTERN UTILITY TELECOM 19031-TC TRASH BIN
(1) ERICSSON RADIO 8843-B2 + B66A (PREV 4443) & (1)DISCONNECT BOX.
· INSTALL NEW (1) DISCONNECT BOX, ATTACH TO TRASH BIN· INSTALL NEW (1) SMART METER, ATTACH TO TRASH BIN.· UNDERGROUND WORK IS REQUIRED TO DIG 57' OF TRENCH,
PLACE 114' OF 2" CONDUIT, REMOVE & REPLACE 18 SQ.FT. OFSIDEWALK & 77 SQ. FT. OF LAWN.
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.
LOCATION IS ON ZONE B
24"x36" SCALE: 1/4" =1'-0"11"x17" SCALE: 1/8" =1'-0"PROJECT DESCRIPTION
24"x36" SCALE: 1/4" =1'-0"11"x17" SCALE: 1/8" =1'-0"
6'
6'
7' - 0"
GROUND LEVEL
7' - 0"
ANCHORS
CPR CABLE AT 22'-6"
COAXIAL CABLE AT 23'-6"
3 SECONDARY WIRES AT 32'-0"
STREET LIGHT HOA AT 31'-0"
25KV. TRANSFORMER AT 37'-6"
3 PRIMARY WIRES AT 42'-0"
ANCHORS
PROPOSED CROWN
CASTLE FIBER AT 24'-6"
NEW 2-2" CONDUIT
TO TRASH BIN
CPR CABLE AT 22'-6"
COAXIAL CABLE AT 23'-6"
25KV. TRANSFORMER AT 37'-6"
3 PRIMARY WIRES AT 42'-0"
TOP OF POLE AT 43'-0" TOP OF POLE AT 43'-0"
3 SECONDARY WIRES AT 32'-0"
STREET LIGHT HOA AT 31'-0"
18'-0"18'-0"
GROUND LEVEL
C
O
A
X
I
A
L
C
A
B
L
E
C
P
R
C
A
B
L
E
DRIVEWAY DRIVEWAY
EXISTING SERVICE POLE #110305683EXISTING SERVICE POLE #110305683
C
O
A
X
I
A
L
C
A
B
L
E
C
P
R
C
A
B
L
E
SP-3
317 WILDWOOD
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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
BA
PROPOSED POLE
50'-0" CL 4
EXISTING POLE
50'-0" CL 4
24"x36" SCALE: 1/4" =1'-0"11"x17" SCALE: 1/8" =1'-0"
24"x36" SCALE: 1/4" =1'-0"11"x17" SCALE: 1/8" =1'-0"LOOKING NORTH LOOKING NORTH
S
T
O
P
S
T
O
P
ST
OP
PE
D X
-IN
G
P
E
D
X
-IN
G
D
/W
1
0
0
'
6
5
'
S
H
I
F
T
I
N
G
T
A
P
E
R
1
0
0
'
1
0
0
'
IN
S
T
A
L
L
T
E
M
P
. N
O
P
A
R
K
IN
G
7
2
H
O
U
R
S
P
R
IO
R
T
O
W
O
R
K
O
N
B
O
T
H
S
ID
E
S
IN
S
T
A
L
L
T
E
M
P
. N
O
P
A
R
K
IN
G
7
2
H
O
U
R
S
P
R
IO
R
T
O
W
O
R
K
O
N
B
O
T
H
S
ID
E
S
G20-2
END
ROAD WORK
W20-1
WORK
AHEAD
G20-2
END
ROAD WORK
W20-1
UTILITY
WORK
AHEAD
W1-4 R
R4-7A
KEEP
RIGHT
W
I
L
D
W
O
O
D
A
V
E
.
(
2
5
M
P
H
)
R4-7A
KEEP
RIGHT
C30A(CA)
SHOULDER
CLOSED
R4-7A
KEEP
RIGHT
P
R
O
S
P
E
C
T
R
D
.
(
2
5
M
P
H
)
LEGEND:
DELINEATOR
TEMPORARY SIGN
SIGNALIZED INTERSECTION
FLASHING ARROW BOARD
S
DIRECTION OF TRAVEL
TYPE II BARRICADE
TYPE III BARRICADE
WORK AREA
WORK VEHICLE
WORK HOURS: 9:00 AM TO 3:00 PM
APPROX. DURATION OF WORK: _______
TYPE OF WORK:
PARKING RESTRICTIONS: INSTALL TEMP.
72 HOURS PRIOR TO WORK IF NEEDED
TRENCH & PLACE
NOTE
S
/W
S/W
1
1
'
1
1
'
1
1
'
C
U
R
B
C
U
R
B
E
X
IS
T
IN
G
P
O
L
E
#
1
0
3
0
5
6
8
3
R9-11a (R)
SIDEWALK CLOSED
CROSS HERE
R9-11a (L)
SIDEWALK CLOSED
CROSS HERE
UTILITY
TCP-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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
TRAFFIC CONTROLPLAN
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
A TRAFFIC CONTROL PLAN
SEE
MA
TC
HL
INE
NORTH
24"x36" SCALE: 1" = 20'-0"11"x17" SCALE: 1" = 40'-0"
S
T
O
P
P
E
D
X
-
I
N
G
6
5
'
S
H
IF
T
IN
G
T
A
P
E
R
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
W1-4 L
W20-1
UTILITY
WORK
AHEAD
W21-5
SHOULDER
WORK
W20-1
UTILITY
WORK
AHEAD
G20-2
END
ROAD WORK
G20-2
END
ROAD WORK
W
I
L
D
W
O
O
D
A
V
E
.
(
2
5
M
P
H
)
R
E
Q
U
A
R
D
.
(
2
5
M
P
H
)
C30A (CA)
SHOULDER
CLOSED
IN
S
T
A
L
L
T
E
M
P
.
7
2
H
O
U
R
S
P
R
IO
R
O
N
B
O
T
H
S
ID
E
S
T
O
W
O
R
K
N
O
P
A
R
K
IN
G
R4-7A
KEEP
RIGHT
WORK HOURS: 9:00 AM TO 3:00 PM
APPROX. DURATION OF WORK: _______
TYPE OF WORK:
PARKING RESTRICTIONS: INSTALL TEMP.
72 HOURS PRIOR TO WORK IF NEEDED
TRENCH & PLACE
NOTE
LEGEND:
DELINEATOR
TEMPORARY SIGN
SIGNALIZED INTERSECTION
FLASHING ARROW BOARD
S
DIRECTION OF TRAVEL
TYPE II BARRICADE
TYPE III BARRICADE
WORK AREA
WORK VEHICLE
S
/
W
C
U
R
B
C
U
R
B
TCP-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:
ING 01/17/20
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
V258040
PIEDMONT HIGH SCHOOL
a System One division
TM
19 Yarmouth Drive,
Suite 301
New Gloucester,
Maine 04260
(800) 322-8627 Phone
(877) 422-1078 Fax
www.mountainltd.com
REVISION 08/19/19
REVISION 09/18/19
REVISION 12/09/19
REVISION 12/14/19
REVISION 12/12/19
REVISION OF SHEET D-9 01/06/20
ADD NEW SHEET D-10 01/07/20
REVISION 01/17/20
TRAFFIC CONTROLPLAN
CA-PHS09m2
ACROSS FROM 314
WILDWOOD AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE#16-0385)
A TRAFFIC CONTROL PLAN
NORTHSE
E M
AT
CH
LIN
E
24"x36" SCALE: 1" = 20'-0"11"x17" SCALE: 1" = 40'-0"