CROWN TITLE SHEET CA-PHS07m2 CASTLE DETAILS & …...san jose, ca 95134 michael miller (408)468-5554 [email protected] title sheet details & notes aerial photos t-1 d-1

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

AutoCAD SHX Text

N

D-1

DETAILS & NOTES







SHEET NUMBER:


ING 7/5/19


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 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


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







SHEET NUMBER:


ING 7/5/19


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 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


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







SHEET NUMBER:


ING 7/5/19


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 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


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 7/5/19


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 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


SCALE

N.T.S.

2

SCALE

N.T.S.

1

D-5

DETAILS & NOTES







SHEET NUMBER:


ING 7/5/19


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 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


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







SHEET NUMBER:


ING 7/5/19


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 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


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







D-7

DETAILS & NOTES







SHEET NUMBER:


ING 7/5/19


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 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


SCALE

1

NTS

S-1







SHEET NUMBER:


ING 7/5/19


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 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


SITE: CA-PHS07m2

355 JEROME AVE

J

E

R

O

M

E

A

V

E

A

R

B

O

R

D

R

AutoCAD SHX Text

N

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







SHEET NUMBER:


ING 7/5/19


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 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


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







SHEET NUMBER:


ING 7/5/19


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 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




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



(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







SHEET NUMBER:


ING 7/5/19


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 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


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



(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 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







SHEET NUMBER:


ING 7/5/19


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 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


B LOOKINGSOUTH-WEST


· 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 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







SHEET NUMBER:


ING 7/5/19


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 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


LOOKING SOUTH-WEST


· 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


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







SHEET NUMBER:


ING 7/5/19


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 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


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







SHEET NUMBER:


ING 7/5/19


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 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


SEE

MA

TC

HL

INE

NORTH

24"x36" SCALE: 1" =20'-00"11"x17" SCALE: 1" =40'-00"TRAFFIC CONTROL PLANA

Documents

CROWN TITLE SHEET CA-PHS07m2 CASTLE DETAILS & …...san jose, ca 95134 michael miller (408)468-5554 [email protected] title sheet details & notes aerial photos t-1 d-1