RFB950500-01 - Drawings.pdf

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A B C D E F

C D E F

FDCF SALLY PORT AUTOMATED GATE REPLACEMENT

DAS PROJECT NO: 9505.00

RFB: 950500-01

FORT DODGE CORRECTIONAL FACILITY

1550 L ST.

FORT DODGE, IA 50501

VICINITY MAP

NTS

PROJECT MAP

NTS

LIGHT POLE

GAS MAIN

SANITARY SEWER

STORM SEWER

WATER MAIN

CURB AND GUTTER (PCC)

PROPOSEDDESCRIPTIONEXISTING

TRANSFORMER

ELECTRICAL LINE

BUILDING

PCC PAVING

PAVING DEMO

OWNERENGINEER

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF BUSINESS AND PROPERTY SERVICES

ATTN: JENNIE ELLIOTT

JENNIE.ELLIOTT@IOWA

109 SE 13TH STREET

DES MOINES, IA 50319

515-380-8049

SHIVE-HATTERY, INC.

ATTN: CHRIS BAUER

CBAUER@SHIVE-HATTERY.COM

4125 WESTOWN PKWY, SUITE 100

WEST DES MOINES, IA 50266

515-223-8104

SITE ADDRESS

FORT DODGE CORRECTIONAL FACILITY

1550 L ST.

FORT DODGE, IA 50501

CONSTRUCTION MANAGER

BOYD JONES CONSTRUCTION COMPANY

ATTN: ROB GREINER

RGREINER@BOYDJONES.BIZ

11204 NW AURORA AVE,

URBANDALE, IA 50322

402-553-1804

BOLLARD

CONTACT INFORMATION

PROJECT

LOCATION

ENTRANCE

FORT DODGE, IA

L STREET

PROJECT

LOCATION

MAIN ENTRANCE

INTO FACILITY

GENERAL NOTES

1. THE LOCATIONS OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS PLOTTED ON THE DRAWINGS ARE APPROXIMATE ONLY

AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TO SHIVE-HATTERY, INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS NOT KNOWN TO SHIVE-HATTERY, INC. AND NOT SHOWN ON THE DRAWINGS. THE VERIFICATION OF EXISTENCE OF AND THE DETERMINATION OF THE EXACT LOCATION OF UTILITY MAINS, STRUCTURES AND SERVICE

CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR(S).

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL LOCATIONS TO VERIFY EXACT

HORIZONTAL AND VERTICAL LOCATION.

3. THE FACILITY WILL COMPLETE PRIVATE UTILITY LOCATES OF ALL FACILITY UTILITIES REQUIRED BY IOWA ONE-CALL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL LOCATES AND CONFIRM THEY ARE COMPLETED PRIOR TO THE START OF

CONSTRUCTION.

4. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE-CALL BY CALLING 811 OR 1-800-292-8989 NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS.

5. NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS OF

THE SCHEDULE PRIOR TO EACH STAGE OF CONSTRUCTION.

6. ALL UTILITY WORK, PUBLIC OR PRIVATE, SHALL BE DONE IN ACCORDANCE WITH SUDAS STANDARD SPECIFICATIONS AND CITY

REQUIREMENTS.

7. TRENCH, EXCAVATION AND BACKFILL SHALL FOLLOW DIVISION 3 SUDAS SPECIFICATION SECTIONS.

8. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF IOWA

STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS).

9. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE REGULATIONS/CODES AND OSHA STANDARDS.

10. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE

CONTRACTOR.

11. NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION FROM THE OWNER'S

REPRESENTATIVE.

12. PROTECT EXISTING UTILITIES DURING CONSTRUCTION.

13. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.

14. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. DRIVES, ROADWAYS, ETC. SHALL BE KEPT CLEAN AT ALL TIMES.

15. ALL OPEN EXCAVATIONS SHALL BE PROTECTED.

16. REPAIR OR REPLACE DAMAGED SITE FEATURES (WALLS, PAVEMENT, UTILITIES, FENCES, ETC.) TO REMAIN AT NO ADDITIONAL EXPENSE

TO THE STATE.

17. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION TO BE ALLOWED FOR THE COMPLETION OF THIS WORK.

18. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE.

UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK SHALL BE REMOVED AND REPLACED IN AN ACCEPTABLE MANNER AS REQUIRED BY THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE OWNER'S REPRESENTATIVE, WORK DONE BEYOND THE LINES SHOWN ON THE PLANS

OR ANY EXTRA WORK DONE WITHOUT WRITTEN AUTHORIZATION WILL NOT BE PAID FOR.

19. THE CONTRACTOR SHALL MATCH EXISTING GRADES AND SLOPES AND CONFIRM POSITIVE DRAINAGE ON ALL NEW AND ADJACENT

PAVEMENT.

20. STAGING LOCATIONS AND CONSTRUCTION ACCESS ROUTES FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE

COORDINATED WITH AND APPROVED BY THE FACILITY AND CONSTRUCTION MANAGER.

21. ALL AREAS DISTURBED BY CONSTRUCTION SHALL RECEIVE A MINIMUM OF 6" OF TOPSOIL PER SUDAS SPECIFICATIONS. SEEDING WILL

BE DONE BY THE FACILITY.

22. CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS.

23. CONTRACTOR TO COORDINATE ANY SITE, UTILITY OR GRADE ADJUSTMENTS WITH THE CONSTRUCTION MANAGER PRIOR TO

PROCEEDING WITH THE WORK.

24. EACH PRIME CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK OF ALL SUBCONTRACTOR(S) INVOLVED ON THE

PROJECT.

Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C001 CONSTRUCTION NOTES

CD01 EXISTING CONDITIONS AND DEMOLITION PLAN

C101 SITE PLAN

C102 SITE PHOTOS

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

{{t:s;r:y;o:"Civil";w:140;h:25;}}

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

PRINTED OR TYPED NAME

SIGNATURE DATE

LICENSE NUMBER

CIVIL ENGINEER

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF IOWA.

19737

CHRISTOPHER BAUER

03/02/2026

ALL SHEETS

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CONSTRUCTION STAGING NOTES

1. CONTRACTOR SHALL COORDINATE ALL STAGING AREAS WITH THE FACILITY AND CONSTRUCTION MANAGER.

2. CONTRACTOR SHALL REPLACE ALL PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES AT THE END OF CONSTRUCTION.

CONTRACTOR TO PROVIDE PHOTO DOCUMENTATION OF EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

3. CONTRACTOR TO RESTORE ANY ADJACENT RIVER ROCK DISTURBED DURING CONSTRUCTION.

4. CONTRACTOR SHALL PROVIDE BARRICADES, FENCING OR OTHER DEVICES TO KEEP UNAUTHORIZED PERSONNEL OUT OF

PROJECT SITE.

5. CONTRACTOR WILL BE REQUIRED TO HAVE STEEL PLATES OR TEMPORARY ROCK ON SITE TO MAINTAIN EMERGENCY ACCESS AT ALL TIMES. ANYTIME THE CONTRACTOR IS NOT ON SITE THE DRIVES MUST BE LEFT IN A CONDITION THAT

EMERGENCY ACCESS CAN BE PROVIDED.

TRAFFIC AND PEDESTRIAN CONTROL NOTES

1. CONTRACTOR TO COORDINATE WITH FACILITY PRIOR TO CLOSING DOWN GATES DURING CONSTRUCTION. ACCESS TO ADJACENT BUILDINGS, DRIVES, PARKING AND SIDEWALKS ARE TO BE MAINTAINED THROUGHOUT CONSTRUCTION UNLESS

APPROVED BY OWNER.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL TRAFFIC DURING CONSTRUCTION AND PROVIDE ADEQUATE

TRAFFIC AND PEDESTRIAN CONTROL AND SIGNAGE.

3. CONTRACTOR TO INSTALL AND MAINTAIN CONSTRUCTION FENCE AROUND ALL AREAS OF ACTIVE CONSTRUCTION.

CONTRACTOR SHALL ASSUME PEDESTRIAN TRAFFIC WILL BE IN THE AREA THROUGHOUT THE PROJECT DURATION.

4. CONTRACTOR TO COORDINATE CONSTRUCTION ACCESS, STAGING AND PARKING AREAS WITH FACILITY AND

CONSTRUCTION MANAGER AND MINIMIZE IMPACTS TO FACILITY'S OPERATIONS.

DEMOLITION NOTES

1. REMOVAL REQUIREMENTS SHOWN ON THE PLANS SHOULD BE CONSIDERED MINIMUM REMOVAL AND REPLACEMENT REQUIREMENTS. CONTRACTORS SHALL ADJUST REMOVAL LIMITS AND DIMENSIONS AS REQUIRED BY CONSTRUCTION MEANS AND METHODS AND ACTUAL SITE CONDITIONS. CONTRACTORS SHOULD FACTOR ADDITIONAL ANTICIPATED REMOVAL AND REPLACEMENT REQUIREMENTS INTO THEIR BIDS AS ADDITIONAL COMPENSATION REQUESTS FOR ADJUSTED OR EXPANDED REMOVAL LIMITS REQUIRED BY CONTRACTOR MEANS AND METHODS WILL NOT BE APPROVED.

2. CONTRACTOR SHALL REPLACE AT NO COST TO THE STATE ALL DAMAGED STREETS, DRIVES, SIDEWALKS, CURB AND GUTTER, SIGNS, PAVEMENT MARKINGS, LIGHTS, FENCES AND ALL OTHER SURFACE STRUCTURES NOT SCHEDULED TO BE

REMOVED DURING THE COURSE OF THE WORK.

3. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER OR SIDEWALK IS CUT OR OTHERWISE DAMAGED BY THE CONTRACTOR, THE ENTIRE SECTION SHALL BE REMOVED AND REPLACED. PAVEMENT, CURBS AND GUTTERS AND SIDEWALKS SHALL BE REMOVED TO THE NEAREST JOINT A MINIMUM OF TWO FEET BEYOND THE EDGE OF ALL EXCAVATIONS. CONTRACTOR SHALL DOCUMENT (OR PHOTOGRAPH) ALL CRACKED PCC PAVEMENT OR DAMAGED HMA PAVEMENT PRIOR TO CONSTRUCTION. IF NEW CRACKS IN PCC PAVEMENT DEVELOP OR HMA PAVEMENT IS DAMAGED DUE TO CONSTRUCTION TRAFFIC (EXTENDS BEYOND CONSTRUCTION LIMITS), THE CONTRACTOR SHALL REPLACE THE

DAMAGED AREA AT NO ADDITIONAL COST TO STATE.

GRADING AND EROSION CONTROL NOTES

1. THE DISTURBED CONSTRUCTION AREA IS LESS THAN 1 ACRE, SO AN NPDES GENERAL PERMIT NO. 2 AND STORMWATER

POLLUTION PREVENTION PLAN (SWPPP) ARE NOT REQUIRED.

2. BEST MANAGEMENT PRACTICES (BMPs) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY CONSTRUCTION

MANAGER OR OWNER'S REPRESENTATIVE.

3. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND

PROPERLY TREATED OR DISPOSED.

4. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN

AND CLEAN UP FUEL OR CHEMICAL SPILLS AND LEAKS.

5. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS

FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.

6. RUBBISH, TRASH, GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS.

MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER

DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.

7. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS

MUST BE REMOVED IMMEDIATELY.

8. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE IOWA DNR, US EPA AND LOCAL REGULATIONS DEALING WITH

STORMWATER RUNOFF AND EROSION CONTROL.

9. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXCESS SOIL MATERIAL CREATED BY THE PROJECT

PAVEMENT GENERAL NOTES

1. ALL PROPOSED PAVEMENT PATCHES ARE APPROXIMATE ONLY AND SHOULD BE CONSIDERED MINIMUM REMOVAL EXTENTS.

EXTEND AND ADJUST PAVEMENT PATCHES AS REQUIRED WITH PRIOR APPROVAL BY ENGINEER.

2. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. ANY PONDING ON PAVEMENT PATCHES, NEW PAVING

OR ADJACENT PAVING WILL BE CONSIDERED UNACCEPTABLE AND SHALL BE REPLACED.

3. USE TYPE "A" COMPACTION PER IOWA DOT STANDARD SPECIFICATIONS ON SUBGRADE AND SUBBASE.

SPECIFICATIONS

THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO ALL SITE

WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN.

A. CONCRETE PAVING

CONCRETE: MATERIALS AND MIXING FOR ALL CONCRETE WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO IOWA

DOT SPECIFICATIONS FOR AIR-ENTRAINED TYPE M-4 OR C-4 MIX WITH TYPE I CEMENT.

FLY ASH (CONTRACTOR'S OPTION): ASTM C618, TYPE C, NOT TO EXCEED 15% OF CEMENTITIOUS MATERIAL.

COARSE AGGREGATE: DURABILITY SHALL BE CLASS III, 3/4" MAX.

COMPRESSIVE STRENGTH: 2800 PSI @ 7 DAYS AND 4000 PSI @ 28 DAYS

SLUMP: 3" ± 1" or 8" MAXIMUM WITH SUPER PLASTICIZER OR AS APPROVED BY GEOTECHNICAL ENGINEER

AIR CONTENT: 7.0% ± 1.0% OR AS APPROVED BY GEOTECHNICAL ENGINEER

WATER/CEMENT RATIO: NOT TO EXCEED 0.488 FOR TYPE C-4 MIX AND NOT TO EXCEED .400 FOR TYPE M-4 MIX

FINISH: HEAVY BROOM FINISH

TESTING: ONE SET OF TEST CYLINDERS REQUIRED FOR EACH 100 CY, OR PORTION THEREOF, OF CONCRETE POURED PER WORK LOCATION. CONCRETE TESTING TO BE DONE AND PAID FOR BY OWNER. CONTRACTOR SHALL COORDINATE AND

SCHEDULE ALL REQUIRED TESTING AND GEOTECHNICAL WORK WITH CONSTRUCTION MANAGER.

SURFACE CURING: CONTRACTOR SHALL APPLY WHITE PIGMENT LIQUID CURING COMPOUND IN A FINE SPRAY TO FORM CONTINUOUS UNIFORM FILM AFTER FINISHING AND SURFACE MOISTURE HAS DISAPPEARED OR WITHIN 30 MINUTES AFTER

FORMS ARE REMOVED.

SUBMIT CONCRETE MIX DESIGN FOR APPROVAL.

COLD WEATHER CONCRETE: WHEN THE ATMOSPHERIC AIR TEMPERATURE MAY BE EXPECTED TO DROP BELOW 40°F AT THE TIME CONCRETE IS DELIVERED TO THE WORK SITE, DURING PLACEMENT OR AT ANY TIME DURING CURING PERIOD, CONCRETE SHALL BE MIXED, PLACED AND PROTECTED IN ACCORDANCE WITH ACI STANDARD 306, "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING." IT IS THE OWNER'S PREFERENCE TO AVOID COLD WEATHER CONCRETE AND PROVIDE TEMPORARY

GRANULAR SURFACING FOR SIDEWALK AND PAVING AS REQUIRED.

B. JOINT SEALANT

PAVING JOINTS SHALL BE SEALED PER IOWA DOT SPECIFICATIONS. BACKER ROD SHALL NOT BE USED FOR JOINT SEALING.

C. PAVEMENT JOINTING

PROVIDE IDOT TYPE 'C' JOINTS FOR JOINTS IN DRIVES AND PAVEMENT. PROVIDE JOINTS AT A MAXIMUM SPACING OF 12 FEET

FOR PAVING OR SQUARE PANELS FOR SIDEWALKS.

PROVIDE IDOT TYPE 'RD' OR TYPE 'BT' JOINTS TO TIE INTO EXISTING CONCRETE PAVING.

PROVIDE IDOT TYPE 'DW' JOINTS FOR END OF DAY PAVING.

SAW CUTTING TO BE COMPLETED A MAXIMUM OF 24 HOURS FROM CONCRETE PLACEMENT. RANDOM CRACKING CAUSED BY

DELAYED SAW CUTTING MAY REQUIRE REMOVAL AND REPLACEMENT.

CONTRACTOR TO PROVIDE OWNER'S REPRESENTATIVE WITH A POURING SEQUENCE AND JOINTING PLAN FOR APPROVAL

PRIOR TO PAVING.

D. TOPSOIL

STRIP, STOCKPILE AND RESPREAD EXISTING TOPSOIL IN ALL AREAS TO BE SODDED. THE DEPTH OF TOPSOIL SHALL BE A MINIMUM OF 6" AFTER NATURAL SETTLEMENT AND SHALL CONFORM SMOOTHLY TO THE ADJACENT LINES, GRADES AND ELEVATIONS. PROVIDE ADDITIONAL TOPSOIL IF EXISTING TOPSOIL IS NOT PROPERLY HANDLED AND PROTECTED.

1 GRADE BEAM SECTION

18"

4' -0

" M

IN

PROPOSED

PAVEMENT

4" EXPANSION JOINT

WITH SEALANT (TYP)

#4 DOWEL @ 24" OC

QTY (4) #4 LONGITUDINAL

BARS CONTINUOUS

#3 TIES @ 24" OC

GRADE BEAM MAY BE

EARTH FORMED

EXCEPT FOR TOP 8"

TO ALLOW CLEAN

EXPANSION JOINT

BETWEEN PAVING

GRADE BEAM MAY BE

POURED CONCURRENTLY

WITH FENCE FENCE/GATE

POST FOUNDATIONS OR

SEPARATE

#4 BARS 24" OC EW (TYP)

EXISTING ACC/PCC

PAVEMENT

8" PCC PAVEMENT

12" SCARIFIED AND

COMPACTED

SUBGRADE TO 95%

PROCTOR DENSITY

2 PAVEMENT CROSS SECTION

6" PCC PAVEMENT

6" SCARIFIED AND

COMPACTED

SUBGRADE TO 95%

PROCTOR DENSITY

3 SIDEWALK/MAINTENANCE STRIP

REFER TO GATE

MANUFACTURER FOR

RECOMMENDED GUIDE

AND ATTACHMENT (TYP)

REMOVE AND REPLACE EXISTING FENCING AS

NECESSARY TO ACCOMMODATE NEW GATE.

PROTECT EXISTING

PEDESTAL (TYP)

REMOVE AND REPLACE EXISTING GATE AND POSTS. NEW

GATE TO PROVIDE 15' OPENING WIDTH AND 15' OPENING

HEIGHT. SEE SHEET C104 FOR ADDITIONAL INFORMATION.

REMOVE AND DISPOSE OF EXISTING PCC PAVING (TYP). SAWCUT

FULL DEPTH AND REMOVE TO NEAREST JOINT. REMOVE AND

REPLACE ONE HALF OF PAVING AT A TIME TO ALLOW ACCESS

THROUGH THE DRIVE THROUGHOUT THE PROJECT

PROTECT EXISTING

PEDESTAL (TYP)

FACILITY TO REMOVE DOOR LOCKING

MECHANISM PRIOR TO FENCE

REMOVAL AND REPLACEMENT

FACILITY TO REMOVE DOOR LOCKING

MECHANISM PRIOR TO FENCE

REMOVAL AND REPLACEMENT

REMOVE AND DISPOSE OF EXISTING PCC PAVING (TYP). SAWCUT

FULL DEPTH AND REMOVE TO NEAREST JOINT. REMOVE AND

REPLACE ONE HALF OF PAVING AT A TIME TO ALLOW ACCESS

THROUGH THE DRIVE THROUGHOUT THE PROJECT

PROTECT EXISTING UNDERGROUND

ELECTRICAL (TYP)

PROTECT EXISTING TAUGHT WIRE SYSTEM. CONDUIT

TO BE REPLACED FOR TAUGHT WIRE. SYSTEM TO BE

DOWN FOR MAXIMUM 24 HOURS. COORDINATE WITH

FACILITY PRIOR TO CONSTRUCTION (TYP)

PROTECT EXISTING TAUGHT WIRE

SYSTEM. COORDINATE WITH FACILITY

PRIOR TO CONSTRUCTION (TYP)PROTECT EXISTING FENCE (TYP)

PROTECT EXISTING

PAVEMENT (TYP)

PROTECT EXISTING FENCE (TYP)

PROTECT EXISTING BUILDING (TYP)

REMOVE AND DISPOSE OF EXISTING

STRUCTURAL FENCE BRACE

FACILITY TO REMOVE AND

REPLACE BARBED WIRE AND

RAZOR MESH (TYP)

REMOVE AND DISPOSE OF TWO (2)

SIDEWALK PANELS

PROTECT EXISTING FENCE GROUNDING

SYSTEMS AND WIRES - REMOVE AND REPLACE

AS REQUIRED BY CONSTRUCTION - REATTACH

WIRES TO GROUNDING RODS IF CURRENTLY

NOT ATTACHED (TYP)

REMOVE AND DISPOSE OF BROKEN

MOW STRIP AND PEDESTAL APRON

CONTRACTOR TO DISCONNECT AND PROTECT

EXISTING PEDESTRIAN GATE CONTROLS

CONDUIT AND WIRING TO ACCOMMODATE

PHASED ACCESS REQUIREMENTS (TYP)

CONTRACTOR TO DISCONNECT AND PROTECT

EXISTING PEDESTRIAN GATE CONTROLS

CONDUIT AND WIRING TO ACCOMMODATE

PHASED ACCESS REQUIREMENTS (TYP)

GATE POSTS FOR MAN DOOR TO BE REMOVED AND REPLACED

IN THE SAME LOCATION FOR PAVING REPLACEMENT

8' TALL MINIMUM TEMPORARY CHAIN LINK FENCE AND GATE TO BE

INSTALLED PRIOR TO REMOVAL OF EXISTING FENCING AND MAINTAINED

UNTIL NEW GATES ARE OPERATIONAL. FENCE POSTS TO BE MOUNTED

TO SURFACE OR CORE DRILLED INTO PAVEMENT. MANUAL LOCKABLE

SWING GATE TO BE MINIMUM 16' WIDE AND INCLUDE LOCKABLE DOWN

ROD OR OTHER APPROVED METHOD FOR SECURITY. COORDINATE

EXACT FENCE LOCATION WITH OWNER.

CONNECT TO EXISTING FENCE

- CONFIRM EXACT LOCATION

WITH FACILITY

X X X X X X

X

X

X X X X X X X X X

X X

X X

X X

X X

X X

X X

X

PLACE NEW TEMPORARY POST ADJACENT

TO EXISTING FENCE WITHOUT DISTURBING

MOTION DETECTION SYSTEM - MAXIMUM GAP

BETWEEN FENCES TO BE LESS THAN 4"

PROTECT EXISTING

LIGHT AND ELECTRICAL

SERVICE (TYP)

REMOVE AND REPLACE

SIDEWALK PANELS AS

REQUIRED FOR CONDUIT

INSTALLATION

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A B

A B C D E F

C D E F

NORTH

GENERAL NOTES:

1. EXISTING ELECTRICAL AND COMMUNICATION LINES ARE SHOWN TO

BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR IS

RESPONSIBLE FOR COORDINATION WITH FACILITY AND LOCATING ALL

EXISTING LINES. ANY LINES DAMAGED DURING DEMOLITION AND

CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AS PART

OF THE PROJECT.

2. THERE MUST BE TWO GATES OPERATIONAL AT ALL TIMES DURING THE

PROJECT, THIS INCLUDES THE TEMPORARY GATE AND FENCE.

X X X X X X

X

X

X X X X X X X X X

X X

X X

X X

X X

X X

X X

X

8" PCC PAVING. CONTRACTOR TO USE HIGH

EARLY STRENGTH (M-MIX) CONCRETE TO

MINIMIZE DRIVE CLOSURES (TYP)

REMOVE AND REPLACE EXISTING FENCING AS NECESSARY

TO ACCOMMODATE NEW GATE. NEW FENCING TO HAVE <4"

OF CLEARANCE BELOW BOTTOM OF FENCE AND SIDES. SEE

SHEET C102 FOR ADDITIONAL INFORMATION.

MATCH EXISTING GRADES

AT REMOVAL LIMITS (TYP)

PROVIDE ISOLATION JOINTS AROUND ALL

FENCE POSTS, GATE POSTS, CONDUIT

AND OTHER STRUCTURES (TYP)

REMOVE AND REPLACE EXISTING GATE AND POSTS. NEW

GATE TO PROVIDE 15' OPENING WIDTH AND 15' OPENING

HEIGHT. SEE SHEET C102 FOR ADDITIONAL INFORMATION.

ADJUST FENCING AND GATE AS REQUIRED TO

ACCOMMODATE NEW CONCRETE. PROVIDE <4" OF

CLEARANCE BELOW BOTTOM AND SIDES OF FENCE.

POSITION NEW POSTS IN THE SAME

LOCATION AS EXISTING POSTS

.4

14.2'

.0

8" PCC PAVING. CONTRACTOR TO USE HIGH

EARLY STRENGTH (M-MIX) CONCRETE TO

MINIMIZE DRIVE CLOSURES (TYP)

WEST GATE TO MOVE

INTERIOR TO SALLY PORT

MATCH EXISTING GRADES

AT REMOVAL LIMITS (TYP)

PROVIDE ISOLATION JOINTS AROUND ALL FENCE POSTS, GATE

POSTS, CONDUIT AND OTHER STRUCTURES (TYP)

PROVIDE POSITIVE DRAINAGE AND

CONSISTENT SLOPES THROUGH PAVEMENT

REPLACEMENT AREA

INSTALL GRADE BEAM UNDER ENTIRE

GATE. ADJUST EXACT LOCATION AS

RECOMMENDED BY GATE

MANUFACTURER AND PHASING

POSITION NEW POSTS IN THE SAME

LOCATION AS EXISTING POSTS

.0

.0

44.0'

.0

14.7'

31.4'

6" SIDEWALK PCC

PAVING (TYP)

APPROXIMATE PHASING LIMITS.

ENSURE 12' MINIMUM DRIVE WIDTHS

APPROXIMATE PHASING LIMITS.

ENSURE 12' MINIMUM DRIVE WIDTHS

.0

8.

0'

12.9'

16.2'

1.5'

12.2'

16.4'

.0

.4

EAST GATE TO MOVE

INTERIOR TO SALLY PORT

CONTRACTOR TO INSTALL FENCE MOTION DETECTION COMMUNICATION

LINE PRIOR TO REMOVAL OF EXISTING CONDUIT AND WIRE MOUNTED ON

THE FENCE ABOVE THE GATE - MAXIMUM CUT OVER DOWNTIME OF 1-DAY

WILL BE ALLOWED - ADDITIONAL PHASED CONCRETE REMOVAL WILL BE

REQUIRED WITH TEMPORARY GRANULAR MATERIAL OR STEEL PLATE

CROSSING TO MAINTAIN FACILITY ACCESS. REFER TO 1/C102 FOR

LOCATION OF EXISTING ABOVE GROUND CONDUIT TO BE INSTALLED

UNDERGROUND. INSTALL IN 1" PVC CONDUIT. REUSE EXISTING

CONDUCTIONS AND SPLICE WIRE AS REQUIRED.

CONTRACTOR TO EXTEND POWER

AND COMMUNICATION CONDUIT

AND WIRING TO GATE CONTROLS

TO NEW GATE CONTROL BOX

CONTRACTOR TO EXTEND POWER

AND COMMUNICATION CONDUIT

AND WIRING TO GATE CONTROLS

TO NEW GATE CONTROL BOX

1.5'

INTERCEPT EXISTING POWER

FEED AND CONTROL WIRING

AND ROUTE TO NEW GATE

CONTROLLER. INSTALL

CONTROL WIRING IN 1" PVC.

TRANSITION BOTH CONDUITS

TO RMC AT GRADE.

INSTALL POWER WIRING IN 1" PVC. PROVIDE

NEW CONDUCTORS BETWEEN THE GATE

CONTROLLERS. FURNISH AND INSTALL 3 #10

AND 1 # G THWN. FIELD VERIFY EXISTING

CONDUCTORS AND MATCH CONDUCTORS.

TRANSITION CONDUIT TO RMC AT GRADE

INSTALL CONTROL WIRING IN 1" PVC. PROVIDE NEW CONDUCTORS

BETWEEN THE GATE CONTROLLERS. FIELD VERIFY EXISTING

WIRING. NEW WIRING TO MATCH EXISTING WIRING SIZE AND

QUANTITY. TRANSITION CONDUIT TO RMC AT GRADE

D R

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C O

M

A B

A B C D E F

C D E F

NORTH

NOTE: SEE PROJECT MAP ON

SHEET C000 FOR PROJECT

LOCATION

PHASING NOTES:

1. BOTH GATES WILL BE REQUIRED TO BE

CONSTRUCTED IN TWO PHASES EACH TO

MAINTAIN CONTINUOUS EMERGENCY

ACCESS TO THE FACILITY AT ALL TIMES

2. CONTRACTOR TO PROVIDE MEANS TO

ALLOW EMERGENCY VEHICLE ACCESS INTO

THE FACILITY AT ALL TIMES WITH GRANULAR

MATERIAL OR STEEL PLATES AVAILABLE

ADJACENT TO AREAS OF ACTIVE TRENCHING

OR CONCRETE REMOVAL

3. MEANS OF EMERGENCY VEHICLE ACCESS

MUST BE PROVIDED AT ALL TIMES WHEN

CONSTRUCTION IS NOT ACTIVELY BEING

COMPLETED OR CONTRACTOR PERSONNEL

ARE NOT ONSITE

4. POWER MAY BE REMOVED TO BOTH GATES

DURING CONSTRUCTION BY CONTRACTORS

MEANS AND METHODS WITH GATES TO BE

OPERATED MANUALLY.

5. TWO (2) SECURITY BARRIERS MUST BE

PROVIDED AT ALL TIMES. INSTALL

TEMPORARY FENCE AND SWING GATES

PRIOR TO REMOVAL OF EXISTING GATE.

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C O

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A B

A B C D E F

C D E F

3 WEST GATE

1 WEST GATE 2 EAST GATE

OWNER TO REMOVE AND

REPLACE RAZOR WIRE (TYP)

OWNER TO REMOVE AND

REINSTALL EXISTING SIGNAGE

(TYP)

OWNER TO REMOVE AND

REPLACE RAZOR WIRE (TYP)

REMOVE FENCE FABRIC FOR

INSTALLATION OF NEW GATE AND

ADJACENT CONCRETE WHERE

REQUIRED. REINSTALL UPON

COMPLETION

OWNER TO REMOVE AND

REINSTALL EXISTING SIGNAGE

(TYP)

OWNER TO REMOVE AND

REPLACE RAZOR MESH (TYP)

OWNER TO REMOVE AND

REPLACE RAZOR MESH (TYP)

GATE AND FENCE REMOVAL EXTENTS

GATE AND FENCE

REMOVAL EXTENTS

MAN DOOR AND FENCE POSTS

TO BE REMOVED AND REPLACED

FOR CONCRETE REPLACEMENT

AND PHASED ACCESS

4 EAST GATE

MOTION DETECTION FENCE

CONTROL CONDUIT TO BE

REPLACED UNDERGROUND

PRIOR TO REMOVAL OF

EXISTING CONDUIT

CONFIRM BOTTOM CONDUIT IS

ABANDONED WITH FACILITY AND

REMOVE AS REQUIRED FOR

CONSTRUCTION

MOTION DETECTION FENCE CONTROL

CONDUIT TO BE REPLACED UNDERGROUND

PRIOR TO REMOVAL OF EXISTING CONDUIT

OWNER TO REMOVE AND

REPLACE LOCKING MECHANISM

INCLUDING CONNECTION OF

COMMUNICATION CABLING

MAN DOOR AND FENCE POSTS

TO BE REMOVED AND REPLACED

FOR CONCRETE REPLACEMENT

AND PHASED ACCESS

OWNER TO REMOVE AND

REPLACE LOCKING MECHANISM

INCLUDING CONNECTION OF

COMMUNICATION CABLING

REMOVE FENCE FABRIC FOR

INSTALLATION OF NEW GATE AND

ADJACENT CONCRETE WHERE

REQUIRED. REINSTALL UPON

COMPLETION

CONTRACTOR TO REMOVE AND

REPLACE CONDUIT TO LOCKING

MECHANISM. PROTECT

COMMUNICATION CABLING DURING

CONSTRUCTION. INSTALL NEW RMC

TO NEW LOCKING MECHANISM.

EXISTING COMMUNICATION CABLING

TO BE INSTALLED IN NEW RMC

CONDUIT TO LOCKING MECHANISM.

CONTRACTOR TO REMOVE AND

REPLACE CONDUIT TO LOCKING

MECHANISM. PROTECT

COMMUNICATION CABLING DURING

CONSTRUCTION. INSTALL NEW RMC

TO NEW LOCKING MECHANISM.

EXISTING COMMUNICATION CABLING

TO BE INSTALLED IN NEW RMC

CONDUIT TO LOCKING MECHANISM.

DO NOT DISTURB

EXISTING MOTION

DETECTION SYSTEM (TYP)

DO NOT DISTURB

EXISTING MOTION

DETECTION SYSTEM (TYP)

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A B

A B C D E F

C D E F

ELEVATION - EAST AND WEST GATE

PLAN VIEW

ACCESS COVER

PRISON DEAD LOCK - ADDITIONAL

LOCK REQUIREMENTS INCLUDED

IN SPECS

MOTOR BOX

LOCKING TANG (3 TYP.)

1 1/2" X 2 1/2" X 1/4"

BOTTOM GUIDE ANGLE

BOTTOM GUIDE (TYP.)

2" x 2" x 1/4" MOTOR BOX MOUNTING ANGLE (TYP.)

CONCRETE GRADE BEAM - REFER TO DETAIL

Scale: None2

NEW 4" O.D. FENCE POST

LOCKING COLUMN

GATE FRAME

CHAIN TUBE

MOTOR BOX

1 Scale: None

NEW 4" O.D. POST

MOTOR BOX SUPPORT POST

FINISHED GRADE

BEAM ASSEMBLY

3" x 3" x 3/16" ANGLE CLIP (TYP.)

BEAM ASSEMBLY

34'-7 1/2"

15'-4"

17'-7 1/2"

15'-0"

'-0

'-5

/2

3'-10"

5' -8

1'-0" TO 4'-0"

1/ 2"

C

LE

AR

NEW FENCING

MODIFY EXISTING FENCING TO CONNECT TO NEW

GATE

MODIFY EXISTING FENCING TO CONNECT TO NEW

GATE

ADJUST POSITION OF

NEW POST TO ALIGN

WITH LOCATION OF

THE REMOVED POST

PROVIDE OPENING IN

NEW FENCING FOR

ACCESS TO COVER

INSIDE OF VEHICULAR SALLY PORT

NEW FENCING AND RAILS

EXISTING FENCE FABRIC

EXISTING FENCE RAILS -

ADJUST AND CONNECT

TO NEW GATE POST AS

REQUIRED

EXISTING FENCE AND

RAILS - ADJUST AND

CONNECT TO NEW

GATE POST AS

REQUIRED

EXISTING FENCE FABRIC

4' -0

" M

IN

NEW GATES AND FENCE TO HAVE

<4" OF CLEARANCE BETWEEN

BOTTOM AND SIDES (TYP)

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C O

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A B

A B C D E F

C D E F

NOTES:

1. GATE FRAME SECTIONS WILL BE WELDED TOGETHER IN THE FIELD.

2. UNLESS NOTED OTHERWISE, ALL GATE FRAME MEMBERS ARE 2 3/8" O.D.

GALVANIZED STEEL PIPE.

3/16" 2" @ 36"

SECTION "A-A"

Scale: None

1 7/8" O.D. PIPE SLEAVE WELDED TO

BOTTOM PANEL

1 1/2" x 2 1/2" x 1/4"

STEEL ANGLE

1 1/2" x 2 1/2" x 1/4" GALVANIZED STEEL ANGLE

GALVANIZED STEEL TRUSS ROD (TYP.)

7' -2

3 4"

'-5

1 2" (G

AT

E

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G H

T W

H

EN

A

SS

EM

BL

ED

A

7' -2

3 4"

A

7'-8"

15'-4"