CROWN SHEET NUMBER:DESCRIPTION CA-PHS09m2 CASTLE … · SAN JOSE, CA 95134 CROWN CASTLE V258040 PIEDMONT HIGH SCHOOL a System One division TM 19 Yarmouth Drive, Suite 301 New Gloucester,

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

AutoCAD SHX Text

N

D-1

DETAILS & NOTES







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


D-8SCALE

N.T.S.

1

DETAILS & NOTES







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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

AutoCAD SHX Text

INCANDESCENT

AutoCAD SHX Text

ADVISE

AutoCAD SHX Text

Medium Bronze

AutoCAD SHX Text

Black

AutoCAD SHX Text

CUSTOM FINISH

AutoCAD SHX Text

Architectural

AutoCAD SHX Text

1 FUSE

AutoCAD SHX Text

Verde Green

AutoCAD SHX Text

Advise Finish

AutoCAD SHX Text

Park Green

AutoCAD SHX Text

Swedish Iron

AutoCAD SHX Text

VAPOR

AutoCAD SHX Text

HALIDE

AutoCAD SHX Text

METAL

AutoCAD SHX Text

PRESSURE

AutoCAD SHX Text

SODIUM

AutoCAD SHX Text

MERCURY

AutoCAD SHX Text

MH

AutoCAD SHX Text

HPS

AutoCAD SHX Text

HPS

AutoCAD SHX Text

HPS

AutoCAD SHX Text

HPS

AutoCAD SHX Text

HIGH

AutoCAD SHX Text

HPS

AutoCAD SHX Text

HPS

AutoCAD SHX Text

MH

AutoCAD SHX Text

MV

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MV

AutoCAD SHX Text

MV

AutoCAD SHX Text

MV

AutoCAD SHX Text

MV

AutoCAD SHX Text

SOCKET TYPE

AutoCAD SHX Text

MEDIUM BASE

AutoCAD SHX Text

LIGHT SOURCE

AutoCAD SHX Text

AND WATTAGE

AutoCAD SHX Text

ADVISE

AutoCAD SHX Text

/MULTI

AutoCAD SHX Text

VOLTAGE

AutoCAD SHX Text

MOGUL BASE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SINCE 1923

AutoCAD SHX Text

MH

AutoCAD SHX Text

120, 277

AutoCAD SHX Text

WIRE TO ?

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

2 FUSES

AutoCAD SHX Text

208, 240, 480

AutoCAD SHX Text

MULTI

AutoCAD SHX Text

WITH LAMP

DETAILS & NOTES







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


D-11SCALE

N.T.S.

4

SCALE

N.T.S.

3

SCALE

N.T.S.

1

SCALE

N.T.S.

2

AERIAL PHOTOS







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


S-1

SITE: CA-PHS09m2

ACROSS FROM

314 WILDWOOD AVE.

AutoCAD SHX Text

N

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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

EXISTING SITE PLAN

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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.)


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



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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

LANDSCAPING PLAN

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


NORTH



EXISTING SCHOOL XING SIGN

(1' B.O.C.) STA. 99 + 98

EXISTING SIGN

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


STA. 99 + 28


EXISTING TREE

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

LATITUDE:

LONGITUDE:

CA-PHS09m2

NODE COORDINATE


(18'' B.O.C.)


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


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


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



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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

PROPOSED SITE PLAN

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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'



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


STA. 99 + 28


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


(18'' B.O.C.)


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


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

ELEVATION

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

TRAFFIC CONTROLPLAN

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


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







SHEET NUMBER:


ING 01/17/20


DESCRIPTION


1-800-227-2600CALL AT


YOU DIG

PREPARED BY:

CLIENT:


CROWN

CASTLE

V258040



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 01/17/20

TRAFFIC CONTROLPLAN

CA-PHS09m2

ACROSS FROM 314

WILDWOOD AVE.,

PIEDMONT, CA


A TRAFFIC CONTROL PLAN

NORTHSE

E M

AT

CH

LIN

E

24"x36" SCALE: 1" = 20'-0"11"x17" SCALE: 1" = 40'-0"

Documents

CROWN SHEET NUMBER:DESCRIPTION CA-PHS09m2 CASTLE … · SAN JOSE, CA 95134 CROWN CASTLE V258040 PIEDMONT HIGH SCHOOL a System One division TM 19 Yarmouth Drive, Suite 301 New Gloucester,