US_MINT_SAN_FRANCISCO_GATE.PDF

VEHICLE SLIDING GATE AND

GATE OPERATOR UPGRADE

8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

D

C

B

A

REVISION HISTORY

REV. DESCRIPTION DATE APPROVED

DATE

DRAWN BY

CHECKED BY

APPROVED

DESIGN BY

SCALE

DRAWING NUMBER SHEET OF

OF

SHEETS REV.

NOTED

6/29/2017

SAN FRANCISCO

CALIFORNIA

VEHICLE SLIDING GATE AND GATE

OPERATOR UPGRADE

D. DIMATULAC

FINAL STAMPED SUBMITTAL

T1.1

J. ROBERTS

TITLE SHEET

SAN FRANCISCO CALIFORNIA

COVER SHEET

DRAWING INDEX

DRAWING

NO SHEET NO SHEET NAME

1 T1.1 TITLE SHEET

2 T2.1 PROJECT NOTES

3 A2.1 DEMOLITION PLAN

4 A3.1 NEW SITE PLAN

5 A4.1 GATE DETAILS

6 E3.1 ELECTRICAL SITE PLAN

1" = 80'-0"T1.1

1 VICINITY MAP

T1.1

2 GATE 1 3D VIEW

T1.1

3 GATE 2 3D VIEW

TRUE

NORTH

Exp._______

#C-23213

08/17

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

CONTRACTOR SHALL ASSUME THAT LEAD-BASED PAINT IS PRESENT THROUGHOUT THE PROJECT FACILITY, AND SHALL HANDLE

DEMOLITION AND ALTERATION OF PAINTED SURFACES IN COMPLIANCE WITH FEDERAL REQUIREMENTS FOR LEAD ABATEMENT.

CONTRACTOR SHALL ASSUME THAT ITEMS DEMOLISHED OR ALTERED MAY CONTAIN HAZARDOUS/TOXIC MATERIALS. THE CONTRACTOR

SHALL TEST DEMOLISHED OR ALTERED ITEMS/SURFACES SUSPECT OF CONTAINING HAZARDOUS/TOXIC MATERIALS. IF TESTS INDICATE

THE POSITIVE PRESENCE OF HAZARDOUS/TOXIC MATERIALS THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THESE ITEMS IN

ACCORDANCE WITH FEDERAL REQUIREMENT FOR LEAD/HAZARDOUS/TOXIC SUBSTANCE (THIS INCLUDES BUT IS NOT LIMITED TO, ASBESTOS, ASBESTOS PRODUCTS, LEAD BASED PAINT POLYCHLORINATE BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES) REMOVAL AND

ABATEMENT.

IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN OR SUSPECTED HAZARDOUS MATERIAL, NOT SPECIFICALLY ADDRESSED IN SAID

DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND SUBMIT A SAMPLE TO THE CONTRACTING OFFICER FOR TESTING.

THE ARCHITECT/ENGINEER AND THEIR CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS, IN ANY FORM AT THE PROJECT SITE. THIS INCLUDES

BUT IS NOT LIMITED TO, ASBESTOS, ASBESTOS PRODUCTS, LEAD BASED PAINT POLYCHLORINATE BIPHENYL (PCB) OR OTHER TOXIC

SUBSTANCES.

EXISTING HAZARDOUS MATERIALS

GENERAL NOTES:

CODE REFERENCES

THE FOLLOWING CODES ARE USED FOR THE BASIS OF DESIGN FOR

THIS PROJECT BUT ARE NOT LIMITED TO:

NOTE: THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND

USING THE MOST CURRENT APPLICABLE CODE EDITION. ALL WORK

SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF THESE

CODES, AND ANY OTHER APPLICABLE CODES AND STANDARDS.

SECURITY AND SCHEDULING

1. CONTRACTOR IS TO FOLLOW ALL US GOVERNMENT SECURITY RULES AND REGULATION REQUIREMENTS FOR ALL PERSONNEL AND

EQUIPMENT ENTERING THE CUSTOMER FACILITY.

2. CONTRACTOR SHOULD ALLOW ADEQUATE TIME WHEN SCHEDULING PERSONNEL AND SUBCONTRACTOR PERSONNEL TO ENTER THE

CUSTOMER'S FACILITY TO ENSURE EACH PERSON HAS SUCCESSFULLY UNDERGONE A SECURITY BACKGROUND CHECK.

3. UNDER NO CIRCUMSTANCES SHALL THERE BE ANY INTERRUPTIONS TO ANY UTILITIES WITHOUT EXPRESS WRITTEN CONSENT FROM

THE CUSTOMER. MOST OF THE WORK REQUIRED UNDER THIS PROJECT WILL BE PERFORMED EVERY OTHER FRIDAY AND ON WEEKENDS

AND HOLIDAYS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

16.

17.

18.

19.

20.

21.

22.

23.

25.

26.

27.

28.

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY APPROVALS

AND PERMITS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING ANY

WORK.

THE WORK ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO

CONVEY THE SCOPE OF WORK, INDICATE THE GENERAL ARRANGEMENT OF

EQUIPMENT AND FINAL LAYOUT. THE DRAWINGS ARE GENERIC IN NATURE AND ARE

INTENDED TO BE SUPPORTED BY SPECIFIC MANUFACTURER AND/OR FABRICATORS

SHOP DRAWINGS AND SIMILAR DETAILS TO DETERMINE EXACT SPACING AND/OR

INSTALLATION REQUIREMENTS.

DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE

OVER SCALED DIMENSIONS. IF ANY DISCREPANCIES OR OMISSIONS IN THE

DIMENSIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY. ANY WORK DONE WITHOUT PROPER NOTIFICATION BEING

GIVEN TO THE CONTRACTING OFFICER IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

PRIOR TO DEMOLITION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING

CONDITIONS AND LOCATION OF NEW CONSTRUCTION WITH EXISTING ELECTRICAL

EQUIPMENT AND EXISTING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR CHECKING FIELD CONDITIONS PRIOR TO

COMMENCEMENT OF WORK. THE CONTRACTOR SHALL REPORT ANY

PROBLEMS/CONFLICTS TO THE COTR WITHIN TWO (2) DAYS OF DISCOVERY. ANY

CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH ARE NOT

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER ARE TO BE MADE BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

DRAWINGS SHOWN ARE SCHEMATIC ONLY. THE CONTRACTOR SHALL FIELD VERIFY

SITE CONDITIONS AND ENSURE SHOP DRAWINGS ARE PROVIDED BEFORE DETAILING

COMPLETE UTILITY LAYOUT AND INSTALLATION. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO ROUTE NEW CONDUITS, AND SIMILAR LINES TO AVOID POTENTIAL

INTERFERENCES, AND WHERE THIS CANNOT BE ACCOMPLISHED, IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO REMOVE, REROUTE, ADJUST AND REINSTALL THE

INTERFERENCE SUCH THAT IT NO LONGER POSES A PROBLEM. THESE ITEMS ARE TO

BE ADDRESSED AND CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES TO AVOID POTENTIAL

CONFLICTS.

FINAL LOCATION OF ELECTRICAL EQUIPMENT SHALL BE APPROVED BY THE COTR.

EACH SUBCONTRACTOR IS CONSIDERED TO BE A SPECIALIST IN HIS RESPECTIVE

FIELD AND SHALL, PRIOR TO SUBMISSION OF BID OR PERFORMANCE OF WORK,

NOTIFY THE GENERAL CONTRACTOR AND THE COTR OF ANY WORK CALLED FOR IN

THE DRAWINGS IN HIS TRADE THAT CANNOT BE FULLY GUARANTEED.

THE CONTRACTOR WARRANTS ALL WORK TO BE PERFORMED AND ALL MATERIALS TO

BE FURNISHED UNDER THIS CONTRACT AGAINST DEFECTS IN WORKMANSHIP FOR A

PERIOD OF NOT LESS THAN 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE. UPON

WRITTEN NOTICE OF ANY DEFECT IN MATERIALS OR WORKMANSHIP, THE

CONTRACTOR SHALL, AT THE OPTION OF THE GOVERNMENT, REPAIR OR REPLACE

SAID DEFECT WITHOUT COST TO THE GOVERNMENT.

ALL CONSTRUCTION WORK, ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE

PROTECTION, ETC. SHALL CONFORM TO THE MOST CURRENT ISSUE OF THE NATIONAL

FIRE PROTECTION ASSOCIATION (NFPA), THE INTERNATIONAL BUILDING CODE,

GOVERNMENT CRITERIA AND ANY APPLICABLE LOCAL, STATE AND FEDERAL CODES

AND GUIDELINES. SHOULD THE REQUIREMENTS OF THE INTERNATIONAL BUILDING

CODE CONFLICT WITH THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA), THEN THE MORE STRINGENT BETWEEN THE TWO SHALL

GOVERN.

IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE

CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING

CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY

DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORK HOURS. CONTRACTOR SHALL

CONFORM TO ALL SAFETY REGULATIONS ENFORCED AT THE TIME OF CONSTRUCTION.

JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR, AND NOT

THE ARCHITECT/ENGINEER OR THE GOVERNMENT.

THE CONTRACTOR SHALL PROVIDE U.L. RATED PORTABLE FIRE EXTINGUISHERS, TYPE

2A:10B:C ON SITE AND IN A LOCATION APPROVED BY THE GOVERNMENT. 75 FEET MAX.

TRAVEL DISTANCE TO FIRE EXTINGUISHER SHALL BE MAINTAINED.

THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN A

CLEAN AND ORDERLY MANNER THROUGHOUT THE COURSE OF CONSTRUCTION. DO

NOT BLOCK ENTRANCES, EXITS, LOBBIES, CORRIDORS, ETC. LEAVE AREA CLEAN AND

FREE OF DEBRIS AT THE END OF EACH DAY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFT-OVER

MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE

CONCLUSION OF THE PROJECT. ALL PROJECT AREAS AND SURROUNDING AREAS

AFFECTED BY CONSTRUCTION SHALL BE LEFT CLEAN AND IN PERFECT CONDITION.

THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO ENSURE THAT ALL

PROPERTIES, EQUIPMENT AND DEVICES AT THE PROJECT SITE ARE PROTECTED DURING

THE CONSTRUCTION PERIOD. ANY DAMAGES TO EXISTING CONSTRUCTION,

LANDSCAPING, EQUIPMENT AND DEVICES SHALL BE REPAIRED AND RESTORED TO A

CONDITION EQUAL TO THAT EXISTING AT THE COMMENCEMENT OF THE WORK. THE

CONTRACTOR SHALL RESTORE ANY DAMAGE AT HIS OWN EXPENSE. THE CONTRACTOR

SHALL SUBMIT THE PROCEDURE FOR CONSTRUCTION AND DEMOLITION PRIOR TO

COMMENCING WORK.

ALL FINISH WORK WHICH IS DAMAGED OR STAINED SHALL BE REPAIRED OR REPLACED

AS NECESSARY AT NO ADDITIONAL COST TO GOVERNMENT.

ALL SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN

PROPER CONDITION TO RECEIVE THE FINISH AS SPECIFIED. IN AREAS WHERE A FINISH

IS NOT SPECIFIED, THEY SHALL MATCH ADJACENT MATERIAL IN CONSTRUCTION, COLOR,

TEXTURE AND MANUFACTURER.

WORK SHALL NOT BE PERFORMED WHEN WEATHER CONDITIONS MAY CREATE

HAZARDOUS WORKING CONDITIONS OR LEAD TO FAILURE IN WORKMANSHIP.

AN APPROPRIATELY QUALIFIED REPRESENTATIVE OF THE CONTRACTOR SHALL BE ON

SITE TO SUPERVISE AND COORDINATE CONSTRUCTION AT ALL TIMES WHILE WORK IS IN

PROGRESS. SUCH PERSON SHALL BE RESPONSIBLE FOR OSHA COMPLIANCE AND JOB

SITE SAFETY.

THE CONTRACTOR SHALL NOT STORE ANY CHEMICALS ON THE SITE OR WITHIN THE

CONFINES OF THE BUILDING.

CONTRACTOR SHALL MAINTAIN AND KEEP THE EXISTING FIRE ACCESS LANE AND

PEDESTRIAN ACCESS AND EXIT PATHS CLEAR AT ALL TIMES.

CONTRACTOR SHALL SUBMIT TO THE COTR, FOR APPROVAL, THE LOCATION AND LOADING

AND UNLOADING MATERIALS. CONTRACTOR IS ADVISED THAT THERE WILL BE TIME

RESTRICTIONS ASSOCIATED WITH SUCH ACTIVITIES AND SHALL TAKE THIS INTO

CONSIDERATION WHEN PREPARING THE PHASING PLAN.

CONSTRUCTION PHASING: CONTRACTOR SHALL DEVELOP AND SUBMIT A DETAILED

CONSTRUCTION PHASING PLAN FOR REVIEW AND APPROVAL OF THE COTR PRIOR TO

MOBILIZING ON THE SITE. SUCH PHASING PLAN SHALL MINIMIZE DISRUPTION INCLUDING

ADEQUATE NOTIFICATION OF ANY UTILITY SHUTDOWNS FOR GOVERNMENT APPROVAL.

ALL WORK AFTER HOURS, ON HOLIDAYS OR WEEKENDS SHALL BE COORDINATED AND

APPROVED BY THE COTR AT LEAST TWO WEEKS IN ADVANCE AND DISCUSSED DURING

WEEKLY MEETINGS.

CONTRACTOR SHALL REMOVE ALL DEBRIS ON A DAILY BASIS IN ACCORDANCE WITH THE

GOVERNMENT AND EPA REGULATIONS. DEBRIS SHALL BE TRANSPORTED ON COVERED

CARTS COORDINATED WITH THE COTR.

CONTRACTOR SHALL PROVIDE ALL SAFETY AND CAUTION SIGNAGE TO REDIRECT

PEDESTRIAN TRAFFIC AND/OR ALERT THEM TO POTENTIAL CONSTRUCTION ACTIVITIES

AND HAZARDS. SAFE AND ACCESSIBLE PEDESTRIAN ROUTES SHALL BE MAINTAINED AT

ALL TIMES. PROVIDE SIGNAGE IN ACCORDANCE WITH OSHA STANDARD SPECIFICATION

FOR ACCIDENT PREVENTION SIGNS AND TAGS 1910.145.

UNDER NO CIRCUMSTANCE SHALL ANY UTILITY SERVICE BE INTERRUPTED WITHOUT THE

EXPRESS WRITTEN CONSENT OF THE COR. FOR MOMENTARY INTERRUPTIONS OF LESS

THAN 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE

COR, IN WRITING, A MINIMUM OF 7 CALENDAR DAYS IN ADVANCE OF PROPOSED

INTERRUPTION. FOR UTILITY INTERRUPTIONS EXCEEDING 15 MINUTES IN DURATION, THE

CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, A MINIMUM OF 15 CALENDAR DAYS

IN ADVANCE OF PROPOSED INTERRUPTION.

ASBESTOS CONTAINING MATERIALS ARE NOT PERMITTED.

ALL MATERIALS AND EQUIPMENT SHOWN ON PLANS AND DESCRIBED IN THE

SPECIFICATIONS SHALL BE PROVIDED BY THE CONTRACTOR UNLESS STATED

OTHERWISE.

15.

24.

29.

30.

CO CONTRACTING OFFICER

COTR/COR CONTRACTING OFFICER'S (TECHNICAL) REPRESENTATIVE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

ABBREVIATIONS

· IBC 2015 EDITION

· IMC LATEST EDITION

· VA HVAC DESIGN MANUAL MARCH 2011 EDITION

· ASHRAE 90.1 LATEST EDITION

· ASHRAE 62.1 LATEST EDITION

· ASHRAE 55 LATEST EDITION

· SMACNA SEISMIC RESTRAINT MANUAL, 3RD EDITION

· NFPA 90A LATEST EDITION

· NFPA 90B LATEST EDITION

· VA FIRE PROTECTION DESIGN MANUAL - 6TH EDITION

· NFPA 101 2015 EDITION

· NFPA 13

· NFPA 72

· NEC LATEST EDITION

· IPC 2012 EDITION

VEHICLE SLIDING GATE AND

GATE OPERATOR UPGRADE

8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

D

C

B

A

REVISION HISTORY

REV. DESCRIPTION DATE APPROVED

DATE

DRAWN BY

CHECKED BY

APPROVED

DESIGN BY

SCALE

DRAWING NUMBER SHEET OF

OF

SHEETS REV.

NOTED

6/29/2017

SAN FRANCISCO

CALIFORNIA

GENERAL PROJECT NOTES

R. KORTE

T2.1

J. ROBERTS

08/17

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C T

COURT YARD BELOW

HERMANN STREET

B U C H A N A N

S T R E E T

W E B S T E R

S T R E E T

MUNI TROLLY TERMINAL

S T

O P

DEMOLISH GATE AND GATE SUPPORT FRAMING

DEMOLISH GATE OPERATOR, CAP ELECTRICAL

COMPONENTS FOR FUTURE CONNECTION TO

NEW GATE OPERATOR

DEMOLISH TURNSTILE, CAP ELECTRICAL

COMPONENTS (INCLUDING BUT NOT LIMITED TO

"GATE OPEN" SENSOR AND GATE ALARM. FOR

FUTURE CONNECTION TO

NEW TURNSTILE

DEMOLISH FENCE BETWEEN GATES AND

TURNSTILE

DEMOLISH REMAINING FENCE ALONG NORTH

SIDE OF PROPERTY

DEMOLISH FENCE ALONG ENTIRE LENGTH OF

THE WEST AND EAST PROPERTY LINES

DEMOLITION NOTES

VEHICLE SLIDING GATE AND

GATE OPERATOR UPGRADE

8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

D

C

B

A

REVISION HISTORY

REV. DESCRIPTION DATE APPROVED

DATE

DRAWN BY

CHECKED BY

APPROVED

DESIGN BY

SCALE

DRAWING NUMBER SHEET OF

OF

SHEETS REV.

NOTED

6/29/2017

SAN FRANCISCO

CALIFORNIA

1" = 20'-0"A2.1

1 DEMOLITION SITE PLAN

DEMOLITION SITE PLAN

A2.1

R. KORTE

J. ROBERTS

08/17

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T E R E D A RC H

I T E

C T

COURT YARD BELOW

HERMANN STREET

B U C H A N A N

S T R E E T

W E B S T E R

S T R E E T

MUNI TROLLY TERMINAL

S L O

W

M

P H

S T

O P

NEW ORNAMENTAL SECURITY GATE. SEE SHEET AS4.1.

NEW STRUCTURAL SUPPORT FRAMING SYSTEM SHALL

BE PROVIDED BY THE GATE

FABRICATOR/MANUFACTURER.

NEW GATE OPERATOR, “DOORKING” 9200 SERIES OR

APPROVE EQUAL. COORDINATE WITH GATE

FABRICATOR/MANUFACTURER FOR PROPER SIZING.

NEW FULL-HEIGHT, TANDEM, HIGH SECURITY TURNSTILE

WITH POWDER COAT FINISH, “CONTROLLED ACCESS

INC.” SERIES HS430-T OR APPROVED EQUAL. FIELD

VERIFY AND MATCH THE SIZE OF THE EXISTING

TURNSTILE.

NEW FULL-HEIGHT, SINGLE, HIGH SECURITY TURNSTILE

WITH POWDER COAT FINISH, “CONTROLLED ACCESS

INC.” SERIES HS439-S OR APPROVED EQUAL. FIELD

VERIFY AND MATCH THE SIZE OF THE EXISTING

TURNSTILE.

PEDESTRIAN ALERT SYSTEM SIGN ENCLOSURE,

“PEDESTRIAN ALERT SAFETY SYSTEMS” CAR COMING

ALERT SYSTEM OR APPROVED EQUAL. PROVIDE STEEL,

POWDER COATED MOUNTING PLATE FASTENED TO NEW

FENCE. MOUNT 80" FROM SIDEWALK TO BOTTOM OF

SIGN.

PHOTOELECTRIC SENSOR. SENSOR TO ACTIVATE

PEDESTRIAN ALERT SYSTEM FOR OUTGOING TRAFFIC

ONLY.

NEW POWDER COATED STEEL FENCE BETWEEN EACH

GATE AND THE TANDEM TURNSTILE.

NEW POWDER COATED STEEL FENCE BETWEEN EACH

GATE AND THE WEST AND EAST PROPERTY LINES

NEW POWDER COATED STEEL FENCE ALONG THE

ENTIRE LENGTH OF THE WEST AND EAST PROERTY

LINES.

NEW SITE NOTES

VEHICLE SLIDING GATE AND

GATE OPERATOR UPGRADE

8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

D

C

B

A

REVISION HISTORY

REV. DESCRIPTION DATE APPROVED

DATE

DRAWN BY

CHECKED BY

APPROVED

DESIGN BY

SCALE

DRAWING NUMBER SHEET OF

OF

SHEETS REV.

NOTED

6/29/2017

SAN FRANCISCO

CALIFORNIA

1" = 20'-0"A3.1

1 NEW SITE PLAN

NEW SITE PLAN

J. ROBERTS

R. KORTE

A3.1 4

FIN FLOOR LINE

0"

GATE 1 T.O. STEEL

14' - 6"

U.S. TREASURY SEAL FRONT AND US MINT POLICE

SEAL ON BACK (27" DIA)

4" (TYP.)

CL

R

A4.1

A4.1

SCROLL

(TYP)

HEAVY DUTY

CASTER

ASSEMBLY

FIN. FLOOR LINE

0"

GATE 2 TOP OF

STEEL

10' - 6"

4" (TYP.)

R

20' - 0"

LC

SCROLL

(TYP.)

A4.1

TREASURY SEAL FRONT

AND US MINT POLICE SEAL

ON BACK (20" DIA.)

A4.1

A4.1

19' - 0" 1/2" 19' - 0"

A4.1

A4.1

TRACK

CLEAR

1/2"

4"

"4

" CL

CL CL CL

TYP

3 1/2"

GATE FRAME/BAR LOCATIONS

DIMENSION EQUAL AT ALL

GATE 1

BUILDING SIDE

STREET SIDE

LEAF GUIDE

TYP OF 3

°LINE OF SIGHT

/8

1 3/8"

VERTICAL

BAR

FIN FLOOR LINE

0"

GATE 1 T.O. STEEL

14' - 6"

GATE 2

BUILDING SIDE

STREET SIDE

°LINE OF SIGHT

/8

1 3/8"

1"

FRONT

BACK

US MINT

POLICE SEAL

COUNTERSINK

SCREW, FILL AND

PAINT

3/8" THICK MOUNTING

PLATE, MATCH DIAMETER

OF SEALUS TREASURY

SEAL

GATE

FRAME

CHAMFER SEAL AS

NECESSARY TO PROVIDE

TIGHT FIT AGAINST

MOUNTING PLATE

WELD TO ONLY ONE

FRAME

FRONT

BACK

US MINT

POLICE SEAL

COUNTERSINK

SCREW, FILL AND

PAINT

3/8" THICK MOUNTING

RING/PLATE

US TREASURY

SEAL

CHAMFER SEAL AS

NECESSARY TO PROVIDE

TIGHT FIT AGAINST

MOUNTING PLATE

8"

8"

/4

/4

/8

5/8" ø 3 /4

CL

CL

3/8"

/8 ø 1 /2

R 3/8"

CL

CL

GATE 1 T.O. STEEL

14' - 6"

LONG VERTICAL

SPIKE WITH

POINTED TIP.

INTERMEDIATE

LANCE TIP

VERTICAL BARS

SCROLL

A4.1

A4.1

A4.1

4"

/2

/2

3 1/2"3 1/2" 3 1/2"

3 1/2"3 1/2"

/8

ALIGN VERIDICAL

CENTER LINE

/4

/1

10.A

A4.1

/8

1"

POINTED TIP

INTERMEDIATE

LANCE TIP

/4

11.A

A4.1

SHORT VERTICAL

SPIKE

CONTRACTOR TO PROVIDE DETAILED SHOP DRAWINGS FOR APPROVAL BY THE

GOVERNMENT PRIOR TO FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR

HIRING A LICENSED STRUCTURAL ENGINEER TO REVIEW THE SHOP DRAWINGS.

ALL GATE COMPONENTS SHALL BE POWDER COATED.

PROVIDE ALL NECESSARY GATES AND SLIDING GATE FRAMING SUPPORT

COMPONENTS FOR USE WITH AN AUTOMATIC GATE OPERATOR. REFER TO GATE

OPERATOR INSTALLATION INSTRUCTIONS.

GATE FINISH COLORS SHALL BE AS FOLLOWS:

ALL METAL GATE COMPONENTS NOT PRE-FINISHED AND SHALL RECEIVE A POWDER

COAT FINISH SUITABLE FOR WET AND SALTY CLIMATE.

TYPICAL GATE FRAMING/COMPONENTS BLACK

TYPICAL GATE SUPPORT FRAMING BLACK

GATE SEALS REFER TO GATE SEAL MANUFACTURER

SPECIFICATIONS.

LONG VERTICAL SPIKES BLACK FROM BASE TO THE TOP OF THE

INTERMEDIATE LANCE TIP, GRAY/BLUE

FROM TOP OF THE INTERMEDIATE LANCE

TIP TO TOP OF THE POINTED TIP.

SHORT VERTICAL SPIKES BLACK FROM THE BASE TO THE TOP OF

THE LANCE TIP

GATE LETTERING GOLD TO MATCH THE GATE SEALS

THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL

EXISTING SECURITY DEVICES ATTACHED TO, OR DIRECTLY ASSOCIATED WITH, THE

EXISTING FENCES, GATES AND GATE OPERATORS BEING REPLACED AS PART OF

THIS PROJECT. REPLACE ALL SUCH DEVICES “IN LIKE AND KIND” TO THE EXISTING.

PROVIDE ELECTRICAL POWER SUPPLIES AS NECESSARY. ALL SUCH DEVICES MUST

BE TIED INTO THE EXISTING SECURITY SYSTEM. THE CONTRACTOR SHALL RETAIN

THE SERVICES OF “CONVERGINT” TO REMOVE, REPLACE AND INSTALL ALL SUCH

SECURITY DEVICES. CONTRACTOR SHALL PROVIDE ALL ASSOCIATED

PROGRAMMING AND CONNECTIONS AS REQUIRED TO PROVIDE A FULLY

OPERATIONAL SYSTEM. CONTRACTOR SHALL PERFORM TESTS IN THE PRESENCE

OF GOVERNMENT REPRESENTATIVE TO DEMONSTRATE THE SYSTEM MEETS OR

EXCEEDS CURENT SYSTEM PERFORMANCE. CONTRACTOR SHALL MAKE ANY

REQUESTED CHANGES AS REQUIRED BY THE GOVERNMENT FOR SATISFACTORY

SYSTEM OPERATION AT NO ADDITIONAL COST TO THE GOVERNMENT.

1.

2.

3.

4.

5.

GENERAL NOTES

VEHICLE SLIDING GATE AND

GATE OPERATOR UPGRADE

8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

D

C

B

A

REVISION HISTORY

REV. DESCRIPTION DATE APPROVED

DATE

DRAWN BY

CHECKED BY

APPROVED

DESIGN BY

SCALE

DRAWING NUMBER SHEET OF

OF

SHEETS REV.

NOTED

6/29/2017

SAN FRANCISCO

CALIFORNIA

1/4" = 1'-0"A4.1

1 GATE 1 FRONT VIEW

1/4" = 1'-0"A4.1

2 GATE 2 FRONT VIEW

1/4" = 1'-0"A4.1

3 GATE 1 PLAN

1 1/2" = 1'-0"A4.1

4 ENLARGE CROSS SECTION

1/4" = 1'-0"A4.1

5 RIGHT SIDE VIEW

(GATE 2 SIM.)

1" = 1'-0"A4.1

6A SECTION

GATE 1 (GATE 2 SIM.)

GATE 1 (GATE 2 SIM.)

D. DIMATULAC GATE DETAILS

A4.1

J. ROBERTS

DIMENSIONS ARE TYPICAL FOR GATE 1 AND GATE 2

1" = 1'-0"A4.1

7 LARGE SEAL MOUNT

1" = 1'-0"A4.1

8 SMALL SEAL MOUNT

1 1/2" = 1'-0"A4.1

9 LEAF GUIDE

12" = 1'-0"A4.1

11.A DETAIL 2 PLAN

12" = 1'-0"A4.1

10.A DETAIL 1 PLAN

1" = 1'-0"A4.1

6 ENLARGED DETAILS GATE 1

6" = 1'-0"A4.1

10 LONG VERTICAL SPIKES

6" = 1'-0"A4.1

11 SHORT VERTICAL SPIKE

S T

A

T E

O F CA L I FORN

I A

EXP.________

E 17641 9-30-2017

R

EG

IS

T

ER

ED

PROFESS IONAL

ENG

IN

E E

RA

U

G

UST I NE K . L EU

N G

E

L E C T R I C A

L

COURT YARD BELOW

HERMANN STREET

B U C H A N A N

S T R E E T

W E B S T E R

S T R E E T

MUNI TROLLY TERMINAL

(TYP.)

J4

J

J

INSTALL NEW ELECTRICAL CIRCUIT FOR NEW

PEDESTRIAN ALERT SYSTEM SIGN(S) AND CONNECT TO

SIGN(S), IN ACCORDANCE WITH MANUFACTURER’S

SPECIFICATIONS. INSTALL CIRCUITS UNDERGROUND TO

TRAVERSE ROADWAYS TO FAR SIDE FROM SECURITY

OFFICE. COORDINATE WITH THE GOVERNMENT TO

CONFIRM ADEQUACY FOR INTENDED PURPOSE AND

ROUTING.

CONNECT NEW VEHICULAR GATE OPERATOR(S) TO

EXISTING ELECTRICAL CIRCUIT(S), IN ACCORDANCE WITH

MANUFACTURER’S SPECIFICATIONS. COORDINATE WITH

THE GOVERNMENT TO CONFIRM ADEQUACY FOR

INTENDED PURPOSE.

CONNECT NEW PEDESTRIAN GATE LOCK(S) TO EXISTING

CONTROL CIRCUIT(S), IN ACCORDANCE WITH

MANUFACTURER’S SPECIFICATIONS. COORDINATE WITH

THE GOVERNMENT TO CONFIRM ADEQUACY FOR

INTENDED PURPOSE.

INSTALL NEW ELECTRICAL CIRCUIT(S) FOR NEW

PHOTOELECTRIC SENSOR(S) AND CONNECT TO

SENSOR(S), IN ACCORDANCE WITH MANUFACTURER’S

SPECIFICATIONS. COORDINATE WITH THE GOVERNMENT

TO CONFIRM ADEQUACY FOR INTENDED PURPOSE AND

ROUTING.

COORDINATE WITH THE GOVERNMENT TO CONFIRM

REQUIREMENTS FOR SECURITY CONTROLS FOR

VEHICULAR GATES, PEDESTRIAN GATES, ALERT SIGNS,

AND/OR PHOTOSENSOR CONTROLS AND CONFIGURE

AND/OR MODIFY EXISITING CONTROLS AS DIRECTED.

NEW SITE NOTES

VEHICLE SLIDING GATE AND

GATE OPERATOR UPGRADE

8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1

D

C

B

A

REVISION HISTORY

REV. DESCRIPTION DATE APPROVED

DATE

DRAWN BY

CHECKED BY

APPROVED

DESIGN BY

SCALE

DRAWING NUMBER SHEET OF

OF

SHEETS REV.

NOTED

6/29/2017

SAN FRANCISCO

CALIFORNIA

1" = 20'-0"E3.1

1 ELECTRICAL SITE PLAN

A. LEUNG

R.KORTE

E3.1

ELECTRICAL SITE PLAN