crown title sheet ca-phs07m2 castle details & …...san jose, ca 95134 michael miller...
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.
N.T.S.
CROWN
CASTLE
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
SITE: CA-PHS07m2
355 JEROME AVE.
CA-PHS07m2
355 JEROME 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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
T-1
TITLE SHEET
SHEET INDEX
SHEET NUMBER: DESCRIPTION
PROJECT SUMMARY
PROJECT MANAGER:CROWN CASTLE695 RIVER OAKS PARKWAYSAN JOSE, CA 95134MICHAEL MILLER(408) [email protected]
TITLE SHEET
DETAILS & NOTES
AERIAL PHOTOS
T-1
D-1
S-1
DETAILS & NOTESD-2
DETAILS & NOTESD-5
EP-1 EXISTING SITE PLAN
SP-1 PROPOSED SITE PLAN
ELEVATIONSP-2
LANDSCAPE PLANLP-1
NODE ENGINEER:MOUNTAIN LTD19 YARMOUTH DR., SUITE 301NEW GLOUCESTERMIKE RIVERA(925) [email protected]
TRAFFIC CONTROL PLANTCP-1-2
ELEVATIONSP-3
DETAILS & NOTESD-7
DETAILS & NOTESD-6
SITE: CA-PHS07m2
ACROSS 332 JEROME AVE.
DETAILS & NOTESD-4
DETAILS & NOTESD-3
CROWN CASTLE TO INSTALL THE FOLLOWING:
· INSTALL STRAND MOUNT KIT #006D ON EXISTING UTILITYPOLE
· INSTALL (1) DB362NXD3S-M DB SPECTRA ANTENNA· INSTALL (2) AK009A WITH (4) ERICSSON 2203 RADIOS INSIDE
AT 9' 6"· INSTALL 2" SCHEDULE 80 POWER FEED RISER (FLUSH
MOUNTED TO POLE).· INSTALL 4" SCHEDULE 80 COMM RISER (FLUSH MOUNTED
TO POLE) SIZED TO ACCOMMODATE FUTURE TECHNOLOGY.· INSTALL POWER METER AT 7'-0"· INSTALL POWER DISCONNECT AT 8'-6"· INSTALL VERTICAL GROUND ROD· CROWN CASTLE FIBER AT 24'-0"· INSTALL (1) 16M DOWN GUY 1'' ANCHOR ROD 15' LEAD WEST
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
CA-PHS07m2
355 JEROME 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
6.
STATION POINTS
(100' INCREMENTS)
EXISTING CURB RAMP
7.
C&G
R/W
CL
PL
EXISTING CURB & GUTTER
EXISTING RIGHT OF WAY
8.
EXISTING CENTER LINE
EXISTING CENTER LINE
9.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES AS MAY BE
REQUIRED BY THE RESIDENT ENGINEER 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 RESIDENT ENGINEER.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN RAIN IS IMMINENT.
NORMAL LOCATION OF
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.
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).
THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER OR RESIDENT ENGINEER AFTER EACH RUN-OFF
PRODUCING RAINFALL.
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 ``LAND DEVELOPMENT MANUAL, STORM WATER STANDARDS" 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) 2010
BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA)
2010 CALIFORNIA MECHANICAL CODE
ANSI/EIA-222-F LIFE SAFETY CODE NFPA-101
2010 CALIFORNIA PLUMBING CODE
2010 CALIFORNIA ELECTRICAL CODE
2010 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.
2010 CALIFORNIA BUILDING CODES WHICH ADOPTS THE 2010 UBC, 2010 UMC, 2010
UPC AND THE 2010 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. STREET USE 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.
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.
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
· 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 ENGINEERING PRIOR TO
COMMENCING THE WORK.
· PLANS SHALL INCLUDE A NOTE: CONTRACTOR TREE INSPECTION REQUIREMENTS:
MODIFIED TYPE III TRUNK WRAPPING SHALL BE VERIFIED BY URBAN FORESTRY PRIOR
TO ANY WORK IN THE VICINITY. FOR EACH TREE SITE WRAPPED FOR PROTECTION
WITHIN 15' IF ANY WORK ZONE OR CONCRETE FROM SECTION, A BILLABLE TREE
INSPECTION BY URBAN FORESTRY (24-HOUR ADVANCE IS REQUIRED) SHALL BE
COMPLETED PRIOR TO DEMOLITION, DRILLING, EXCAVATING, FORMING OR STREET
LIGHT ACTIVITY. CONTRACTOR SHALL ARRANGE PAYMENTS AT THE DEVELOPMENT
CENTER.
· THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITIES DEPARTMENT
510/420-3050 IF THE EXISTING WATER, WASTEWATER, OR GAS MAINS ARE DISTURBED
OR DAMAGED. A QUALIFIED CONTRACTOR MAY PERFORM REPAIRS ON CITY WATER AND
WASTEWATER MAINS UNDER THE DIRECT SUPERVISION OF THE WGW UTILITIES
INSPECTOR. FOR WATER REPAIRS, ALL DISINFECTION REQUIREMENTS OF THE WGW
UTILITY STANDARDS AND THESE CONDITIONS SHALL BE ADHERED TO.
· NO WATER VALVES OR OTHER FACILITIES OWNED BY UTILITIES DEPARTMENT SHALL BE
OPERATED FOR ANY PURPOSE BY THE APPLICANT'S CONTRACTOR. ALL REQUIRED
OPERATION WILL ONLY BE PERFORMED BY AUTHORIZED UTILITIES DEPARTMENT
PERSONNEL. WATER VALVES MAY BE OPERATED BY THE CONTRACTOR UNDER THE
DIRECT SUPERVISION OF THE WGW UTILITIES INSPECTOR. THE APPLICANT'S
CONTRACTOR SHALL NOTIFY THE UTILITIES DEPARTMENT NOT LESS THAN FORTY-EIGHT
(48) HOURS IN ADVANCE OF THE TIME THAT SUCH OPERATION IS REQUIRED.
CITY OF PIEDMONT UTILITIES
STA STATION
SCH SCHEDULE
VGR VERTICAL GROUND RISER
CATV CABLE TV
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
ANTENNA KIT 009A 8.75X24X6.25
(TYPICAL SECTION: N.T.S)
ANTENNA KIT 009A 8.75X24X6.25
(TYPICAL SECTION: N.T.S)
SCALE
NTS
2
SCALE
NTS
1
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:
ING 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
SCALE
N.T.S.
2
SCALE
N.T.S.
1
D-5
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
SCALE
N.T.S.
2
SCALE
N.T.S.
1
SCALE
N.T.S.
3
SCALE
N.T.S.
4
SCALE
N.T.S.
5
SCALE
N.T.S.
6
NOTICE SIGN
CAUTION SIGN
UL APPROVED ONLY
8"
12"
4-3/4"
C
B
D
G
F
A
E
1" Ø BOTTOM
KNOCK OUT
POWER METER
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.
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
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"
D-6
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
ANTENNA KIT 006D
ITEM # QTY DESCRIPTION HP PART # MAT. TYPE
1
2
3
4
5
6
7
8
1 STRAND MOUNT BRACKET
6 3/8" X 3/4" STAINLESS STEEL BOLT
2 3/8" X 1 1/4" STAINLESS STEEL BOLT
2 1/4" X 2" STAINLESS STEEL U-BOLTS
4 1/4"STAINLESS STEEL WASHERS
4 1/4" STAINLESS STEEL LOCK WASHERS
8 3/8" STAINLESS STEEL WASHERS
8 3/8" STAINLESS STEEL LOCK WASHERS
N/A
N/A
N/A
N/A
N/A
N/A
N/A
VENDORS
HP022 316 STAINLESS STEEL ROBERT F CHAPMAN
STAINLESS STEEL ALLEN'S FASTENERS
STAINLESS STEEL ALLEN'S FASTENERS
STAINLESS STEEL ALLEN'S FASTENERS
STAINLESS STEEL ALLEN'S FASTENERS
STAINLESS STEEL ALLEN'S FASTENERS
STAINLESS STEEL ALLEN'S FASTENERS
STAINLESS STEEL ALLEN'S FASTENERS
D-7
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
SCALE
1
NTS
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:
ING 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
AERIAL PHOTOS
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
SITE: CA-PHS07m2
355 JEROME AVE
J
E
R
O
M
E
A
V
E
A
R
B
O
R
D
R
5
'
S
I
D
E
W
A
L
K
C
&
G
C
&
G
R
/
W
R
/
W
5
' S
ID
E
W
A
L
K
R/W
C&G
C&G
R/W
J
E
R
O
M
E
A
V
E
H
I
L
L
L
A
N
E
JE
RO
M
E A
VE
K
E
E
F
E
R
C
T
.
99
5
1
-
4
6
3
4
-
2
5
1
-
4
6
3
4
-
1
5
1
-
4
6
3
0
-
5
44'
3
6
'
1
6
'
1
0
'
1
0
'
10'
24'
10'
5
0
'
1
0
'
3
0
'
1
0
'
5
2
'
1
0
'
3
2
'
1
0
'
JEROME ST STA. 00 + 00
HILL LN STA. 00 + 00
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
EXISTING SITE PLAN
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA
DIG ALERT MARKOUTS AND FIELD VERIFICATION.
LONGITUDE:
37.822518
-122.238674
CA-PHS07m2
NODE COORDINATE
EXISTING SHRUBS
LATITUDE:
EXISTING TREE
(1' B.O.C.) STA. 00 + 81
EXISTING POLE
#110110145
(1' B.O.C. ) STA. 00 + 73
PROPOSED NODE LOCATION
EXISTING SERVICE POLE #110110146
(1' B.O.C.) STA. 00 + 64
EXISTING TREE
(1' B.O.C.) STA. 00 + 69
NORTH
11"x17" SCALE: 1" =40'-00" 24"x36" SCALE: 1" =20'-00"EXISTING SITE PLANA
C
&
G
C
&
G
R
/
W
R
/
W
44'
R/W
C&G
C&G
R/W
J
E
R
O
M
E
A
V
E
JE
RO
M
E A
VE
K
E
E
F
E
R
C
T
.
5
'
S
I
D
E
W
A
L
K
4
'
G
R
E
E
N
B
E
L
T
5
' S
ID
E
W
A
L
K
H
I
L
L
L
A
N
E
3
6
'
1
6
'
1
0
'
1
0
'
5
1
-
4
6
3
4
-
2
5
1
-
4
6
3
4
-
1
5
1
-
4
6
3
0
-
5
10'
24'
10'
5
0
'
1
0
'
3
0
'
1
0
'
5
2
'
1
0
'
3
2
'
1
0
'
99
JEROME ST STA. 00 + 00
HILL LN STA. 00 + 00
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
LANDSCAPE PLAN
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA
DIG ALERT MARKOUTS AND FIELD VERIFICATION.
LATITUDE:
LONGITUDE:
37.822518
-122.238674
CA-PHS07m2
NODE COORDINATE
EXISTING SHRUBS
EXISTING TREE
(1' B.O.C.) STA. 00 + 81
EXISTING POLE
#110110145
(1' B.O.C. ) STA. 00 + 73
PROPOSED NODE LOCATION
EXISTING SERVICE POLE #110110146
(1' B.O.C.) STA. 00 + 64
POLE MOUNTED RADIO SHROUD AK009A
STRAND MOUNTED ANTENNA
DB SPECTRA MODEL#:DB362NXD3S-M
EXISTING TREE
(1' B.O.C.) STA. 00 + 69
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. ALLEXISTING TREES AND SHRUBS TO REMAIN. CONSTRUCTION CREW TO FOLLOW PROCEDURES ENTAILEDWITHIN REPORT TO ENSURE NO DAMAGE WILL OCCUR PER THE ARBORIST NOTES. ALL LANDSCAPINGWILL BE RESTORED TO ORIGINAL CONDITION TO THE SATISFACTION OF THE CITY INSPECTOR.
NORTH
11"x17" SCALE: 1" =20'-00" 24"x36" SCALE: 1" =10'-00"LANDSCAPE PLANA
C
&
G
C
&
G
R
/
W
R
/
W
R/W
C&G
C&G
R/W
J
E
R
O
M
E
A
V
E
JE
RO
M
E A
VE
K
E
E
F
E
R
C
T
.
5
'
S
I
D
E
W
A
L
K
4
'
G
R
E
E
N
B
E
L
T
5
' S
ID
E
W
A
L
K
H
I
L
L
L
A
N
E
5
1
-
4
6
3
4
-
1
5
1
-
4
6
3
0
-
5
44'
3
6
'
1
6
'
1
0
'
1
0
'
24'
10'
5
0
'
1
0
'
3
0
'
1
0
'
5
2
'
1
0
'
3
2
'
1
0
'
99
JEROME ST. STA. 00 + 00
HILL LN. STA. 00 + 00
4
1
'
118'
1
1
7
'
1
7
'
7
3
'
1
1
6
'
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
PROPOSED SITE PLAN
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
LATITUDE:
LONGITUDE:
37.822518
-122.238674
CA-PHS07m2
NODE COORDINATE
NOTE: ALL UTILITY LOCATIONS VERIFIED VIA USA
DIG ALERT MARKOUTS AND FIELD VERIFICATION.
EXISTING SHRUBS
EXISTING TREE
(1' B.O.C.) STA. 00 + 81
EXISTING POLE
#110110145
(1' B.O.C. ) STA. 00 + 73
PROPOSED NODE LOCATION
EXISTING SERVICE POLE #110110146
(1' B.O.C.) STA. 00 + 64
POLE MOUNTED RADIO SHROUD AK009A
STRAND MOUNTED ANTENNA
DB SPECTRA MODEL#:DB362NXD3S-M
EXISTING TREE
(1' B.O.C.) STA. 00 + 69
PL. (1)
3
4
'' ANCHOR
14' LEAD WEST
NORTH
11"x17" SCALE: 1" =20'-00" 24"x36" SCALE: 1" =10'-00"PROPOSED SITE PLANA
7' 0"
GROUND LEVEL
EXISTING PAVEMENT
INSTALL POWER METER
INSTALL (2) AK009 WITH (4)
ERICSSON 2203 RADIOS
INSIDE AT 9' 6"
LOWER EXIST TELCO HEIGHT
FROM 24'-0'' TO 20'-0'' & MAINTAIN
18'-0'' OVER CENTERLINE
EXISTING CATV HEIGHT
AT 25' 0"
EXISTING SECONDARY ARM AT 30' 9"
EXISTING PRIMARY ARM AT 37' 0"
8' 0"
INSTALL POWER DISCONNECT
EXISTING DBL PRIMARY ARM AT 39' 0"
EXISTING CURB
6'-6"
INSTALL VERTICAL GROUND ROD
EXISTING STREET LIGHT
HEIGHT AT 27' 0"
9' 6"
INSTALL NEW STANDOFF
BRACKET PER GO95 (TYP)
INSTALL (1) DB362NXD3S-M DB SPECTRA
ANTENNA ON STRAND MOUNT KIT #006D;
RAD CENTER @ 22' 0"
PROPOSED CROWN
CASTLE FIBER AT 21' 0"
6'
INSTALL (1) 16M DOWN GUY
1'' ANCHOR ROD 15' LEAD WEST
TO P110110145
15'
INSTALL 2" SCHEDULE 80 POWER
FEED RISER AND INSTALL 4"
SCHEDULE 80 COMM RISER
DBL GUARD ARM
HEIGHT AT 25' 6"
EXISTING UTILITY POLE #110110146
EXISTING TOP OF POLE AT 38' 6"
TO P110110145
C
U
R
B
J
E
R
O
M
E
A
V
E
.
AK009A SHROUD
COMM RISER
(FLUSH MOUNTED)
EXISTING SERVICE POLE
#110110146
POWER RISER
(FLUSH MOUNTED)
(1) DBSPECTRA ANTENNA
AZIMUTHS 100° & 340°
EXISTING PAVEMENT
EXISTING SECONDARY ARM AT
30' 9"
EXISTING PRIMARY ARM
AT 37' 0"
EXISTING DBL PRIMARY ARM
AT 39' 0"
EXISTING CURB
EXISTING TELCO HEIGHT AT 23'-0"
6'-6"
EXISTING STREET LIGHT
HEIGHT AT 27' 0"
EXISTING CATV HEIGHT AT 25'-0"
DBL GUARD ARM
HEIGHT AT 25'-6"
EXISTING UTILITY POLE #110110146
EXISTING TOP OF POLE AT 38' 6"
EXISTING TELCO HEIGHT AT 24'-0"
POLE ID: #110110146TOP OF EXISTING POLE AT 38'-6" AGL TOP OF ANTENNA: 27'-6"RAD CENTER: 26'-6" AZIMUTHS: 100° & 340°
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:
ING 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
POLE PROFILE
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
B LOOKINGSOUTH-WEST
CROWN CASTLE TO INSTALL THE FOLLOWING:
· INSTALL STRAND MOUNT KIT #006D ON EXISTING UTILITY POLE· INSTALL (1) DB362NXD3S-M DB SPECTRA ANTENNA· INSTALL (2) AK009A WITH (4) ERICSSON 2203 RADIOS INSIDE AT 9' 6"·
·
INSTALL 2" SCHEDULE 80 POWER FEED RISER (FLUSH MOUNTED TO POLE).INSTALL 4" SCHEDULE 80 COMM RISER (FLUSH MOUNTED TO POLE) SIZED TO ACCOMMODATE FUTURE TECHNOLOGY.
· INSTALL POWER METER AT 7'-0"· INSTALL POWER DISCONNECT AT 8'-6"· INSTALL VERTICAL GROUND ROD· CROWN CASTLE FIBER AT 24'-0"· INSTALL (1) 16M DOWN GUY 1'' ANCHOR ROD 15' LEAD WEST
PROJECT DESCRIPTION
ANTENNA & EQUIPMENT NOTE:
1. MATERIALS AND FINISH WILL BE DURABLE AND NON-REFLECTIVE AND WILL MINIMIZE THE POTENTIAL VISUAL IMPACTS.
2. EQUIPMENT TO BE PAINTED TO MATCH AND TO SATISFACTION OF CITY ENGINEERING STAFF.
EXISTING PROFILE NEW PROFILE
45'-0" Class 4 45'-0" Class 4
LOCATION IS ON ZONE A.
C LOOKING SOUTH-WEST 11"x17" SCALE: 1/8" =1'-0" 24"x36" SCALE: 1/4" =1'-0"
A TOP VIEW 11"x17" SCALE: 1/8" =1'-0" 24"x36" SCALE: 1/4" =1'-0"
11"x17" SCALE: 1/8" =1'-0" 24"x36" SCALE: 1/4" =1'-0"
GROUND LEVEL
EXISTING PAVEMENT
EXISTING CURB
EXISTING TOP OF POLE AT 38' 10"
EXISTING UTILITY POLE #110110145
EXISTING TREE
EXISTING 6M STAND AT 21' 6"
EXISTING OHG AT 31' 9"
EXISTING 3 PRIMARY AT 36' 5"
EXISTING 3 PRIMARY AT 37' 5"
PROPOSED CROWN
CASTLE STRAND AT 24'-0"
LOWER EXIST F. ARM & CABLES
FROM 27'-8'' TO 26'-8''
C
U
R
B
J
E
R
O
M
E
A
V
E
.
EXISTING SERVICE POLE
#110110145
POLE ID: #110110145TOP OF EXISTING POLE AT 38'-10" AGL
A TOP VIEW
0°
NO
RT
H
90°
SP-3
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
POLE PROFILE
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
LOOKING SOUTH-WEST
CROWN CASTLE TO INSTALL THE FOLLOWING:
· CROWN CASTLE STRAND AT 24'-0"
ANTENNA & EQUIPMENT NOTE:
1. MATERIALS AND FINISH WILL BE DURABLE AND NON-REFLECTIVE AND WILL MINIMIZE THE POTENTIAL VISUAL IMPACTS.
2. EQUIPMENT TO BE PAINTED TO MATCH AND TO SATISFACTION OF CITY ENGINEERING STAFF.
45'-4 Class ACROSS 332 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
PROJECT DESCRIPTION B 11"x17" SCALE: 1/8" =1'-0" 24"x36" SCALE: 1/4" =1'-0"
11"x17" SCALE: 1/8" =1'-0" 24"x36" SCALE: 1/4" =1'-0"
SW
1
0
0
'
1
0
0
'
1
0
0
'
50'
5
0
'
5
0
'
5
0
'
35'
35'
35'
35'
G20-2
END
ROAD WORK
100'
100'
100'
PKWY
W20-1
ROAD
WORK
AHEAD
W20-4
ONE LANE
ROAD
AHEAD
C9A
BE
PREPARED
TO STOP
W3-4
W20-1
ROAD
WORK
AHEAD
C9A
BE
PREPARED
TO STOP
W3-4
G20-2
END
ROAD WORK
W20-1
ROAD
WORK
AHEAD
W20-4
ONE LANE
ROAD
AHEAD
C9A
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
NOTE:
PROVIDE TO MAINTAIN PEDESTRIAN ACCESS, WORK ON POLES
W20-1
ROAD
WORK
AHEAD
5
0
'
W20-4
ONE LANE
ROAD
AHEAD
BE
PREPARED
TO STOP
W3-4
100'
G20-2
END
ROAD WORK
W20-4
ONE LANE
ROAD
AHEAD
C9A
BE
PREPARED
TO STOP
W3-4
15'
1
2
'
KEEFER CT.
(25 MPH)
JEROME AVE.
(25 M
PH)
N
O
V
A
D
R
.
(
2
5
M
P
H
)
H
I
L
L
L
N
.
(
2
5
M
P
H
)
J
E
R
O
M
E
A
V
E
.
(
2
5
M
P
H
)
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
NOTE
1
0
0
'
INSTALLATION
CURB
CURB
1
2
'
POLE
#110110145
FLAGGER
STATION
FLAGGER
STATION
FLAGGER
STATION
FLAGGER
STATION
FLAGGER
STATION
#110110146
POLE
P
E
D
X
-
I
N
G
G20-2
END
ROAD WORK
(CA)
LANE
CLOSED
C30
(CA)
LANE
CLOSED
C30
AVENUE
(25 MPH)
JEROME
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
TRAFFIC CONTROLPLAN
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
SEE
MA
TC
HL
INE
NORTH
11"x17" SCALE: 1" =40'-00" 24"x36" SCALE: 1" =20'-00"TRAFFIC CONTROL PLANA
100' 100' 100'
W20-1
ROAD
WORK
AHEAD
BE
PREPARED
TO STOP
W3-4
C9A
W20-4
ONE LANE
ROAD
AHEAD
100'
1
0
0
'
STOP
G20-2
END
ROAD WORK
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
NOTE
CURB
CURB
A
R
B
O
R
D
R
.
(
2
5
M
P
H
)
INSTALLATION
W20-1
ROAD
WORK
AHEAD
JEROME AVE.
(25 MPH)
G20-2
END
ROAD WORK
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 7/5/19
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 3 02/15/19
REVISION 4 03/07/19
REVISION 5 03/09/19
REVISION 6 03/25/19
REVISION 7 06/11/19
REVISION 06/28/19
ADD RF EMISSIONS
COMPLIANCE REPORT
06/29/19
REVISION 07/03/19
TRAFFIC CONTROLPLAN
CA-PHS07m2
355 JEROME AVE.,
PIEDMONT, CA
(358 HILLSIDE AVENUE #16-0385)
SEE
MA
TC
HL
INE
NORTH
24"x36" SCALE: 1" =20'-00"11"x17" SCALE: 1" =40'-00"TRAFFIC CONTROL PLANA