Attachment 2 - Drawings.pdf
PDF 21 MB Posted
- Solicitation number
- 15B21121B00000001
About this file
This document provides details on a federal solicitation opportunity and related technical drawings. The solicitation number is 15B21121B00000001 issued by the Department of Justice Bureau of Prisons Field Acquisition Office to replace the medium temperature hot water line at FCI OTISVILLE. The opportunity was posted on June 28, 2021 for an unspecified response deadline. The related Attachment 2 - Drawings.pdf file contains diagrams but its content is not otherwise described. Interested parties must request access to each secure document individually to obtain full details on the hot water line replacement project at the specified prison facility.
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MEMORIAL DRIVE W
EST
2 MILE DRIVE FBOP
EMPLOYEE
PARKING
VISITING
PARKING
RECREATION
YARD
COMPOUND
BUILDING B
BUILDING C
BUILDING A
GARAGE
UNIT EBUNIT EA
UNIT JA
UNIT DB
UNIT DA
BUILDING A
UNIT ZA
QUANSET
HUTS
UNICOR
WAREHOUSE
UNIT FA
UNIT FB
UNIT GA
UNIT GB
GREEN
HOUSE
REAR SALLY
PORT
A-1 LOBBY
LOADING
DOCK
FCI OTISVILLE
TRAINING CENTER
FPC OTISVILLE
ADMIN BLDG
FPC OTISVILLE
DORMITORY
BLDG
POWER HOUSE /
BOILER PLANT
OUTSIDE
WAREHOUSE
WEIGHT
PAVILION
200 Brickstone Square, Suite 303 Andover, Massachusetts 01810
1.877.700.7678 www.smrtinc.com
SMRT Architects and Engineers
Project No:
20590
5-04-21
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FCI OTISVILLE
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OTISVILLE, NEW YORK
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FEDERAL BUREAU OF PRISONS
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INDEX OF DRAWINGS
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PROJECT
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NUMBER
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TITLE
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TRUE NORTH
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AutoCAD SHX Text C-001 C-002 C-003 C-004 C-005 C-006 C-007 C-008 C-009 C-010 C-011 C-012 C-013 C-014 C-015 C-016 C-017
AutoCAD SHX Text COVER SHEET GENERAL NOTES OVERALL SITE PLAN - MTHW SUPPLY AND RETURN PIPING TEMPORARY HEATING SYSTEM PLAN MTHW PIPING PLAN - STA 0+00 TO STA 7+25 MTHW PIPING PLAN - STA 7+25 TO STA 14+53 MTHW PIPING PLAN - STA 14+53 TO STA 24+57 MTHW PIPING PLAN - STA 24+57 TO STA 31+55 BUILDING PART PLANS- BUILDINGS A, A-1, & C; UNIT JA BUILDING PART PLANS- UNITS EA, EB, FA, FB, GA, & GB BUILDING PART PLANS- UNITS DA, ZA, & DB MTHW PIPING DETAILS BOILER ROOM DETAILS MTHW SCHEDULES AND SITE DETAILS ISOLATION VALVE BOX AND INTERIOR PIPE SUPPORT DETAILS SITE EROSION AND SEDIMENTATION CONTROL PLAN SITE EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS
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OTISVILLE, NEW YORK
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%%UINSTITUTIONAL APPROVAL
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FEDERAL BUREAU OF PRISONS
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MEDIUM TEMPERATURE HOT
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FACILITY
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A. VITALE (ACTING)
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ADMINISTRATOR:
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COMPLIANCE
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ENV. & SAFETY
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P. O'KANE
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CAPTAIN:
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J. ELMORE
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WARDEN (O):
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ASSOCIATE
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W.S. PLILER
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WARDEN:
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DATE:
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WATER LINE REPLACEMENT
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CONSTRUCTION DOCUMENTS
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MEDIUM TEMPERATURE HOT WATER LINE REPLACEMENT
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SITE MAP
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COVER SHEET
GENERAL NOTES:
1. ALL CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATIONS, BID FORMS, AND REFERENCED STANDARDS)
ARE DESIGNED TO COMPLIMENT ONE ANOTHER, AND ANY REQUIREMENT INDICATED IN ANY OF THE
CONTRACT DOCUMENTS MUST BE PERFORMED.
2. CONTRACTOR MUST VERIFY ALL PLANS, EXISTING DIMENSIONS, AND SITE CONDITIONS RELATING TO THIS
PROJECT AND MUST IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH WORK.
3. ALL UTILITIES TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO EXCAVATING. NO EXTRA COMPENSATION
SHALL BE PROVIDED FOR THIS ACTIVITY.
4. ALL CONTRACTOR WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL LAWS AND ALL APPLICABLE
INDUSTRY STANDARDS.
5. NOT USED.
6. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO PRE-CONSTRUCTION CONDITIONS. PAYMENT SHALL ONLY BE MADE FOR AREA WITHIN THE LIMIT OF DISTURBANCE (LOD) LINE.
7. THE PROJECT SITE IS AVAILABLE TO THE CONTRACTOR FIVE (5) DAYS PER WEEK, MONDAY THROUGH FRIDAY, EXCLUDING FEDERAL HOLIDAYS. ACCESS TO THE SITE ARE FROM 6:00 AM TO 4:30 PM, MONDAY THROUGH FRIDAY, EXCLUDING FEDERAL HOLIDAYS. HOWEVER, ACTUAL WORK TIME WILL BE DECREASED AS A RESULT OF ENTRANCE/EXIT PROCEDURES NORMAL TO A CORRECTIONAL ENVIRONMENT. WORK HOURS AND WORK DAYS MAY ONLY BE ALTERED WITH A 48 HOUR ADVANCE WRITTEN APPROVAL OF THE
COR.
8. WORK STOPPAGE DUE TO INCLEMENT WEATHER WILL NOT BE GROUNDS FOR ADDITIONAL PAYMENT.
9. NO CLAIMS WILL BE ENTERTAINED FOR DOWN TIME FOR FAILURE TO NOTIFY FEDERAL CORRECTIONAL
INSTITUTION (FCI) FOR CLEARANCE OF EQUIPMENT, PERSONNEL, AND ITEMS.
10. ALL OPEN EXCAVATIONS ARE TO BE COVERED WITHIN ½” THICK STEEL PLATES. SIZE TO BE APPROVED
BY FCI.
11. NO OPEN EXCAVATIONS COVERED WITH STEEL PLATE WILL BE ALLOWED TO REMAIN OVERNIGHT WITHIN
15 FEET OF ANY FENCING UNLESS APPROVED BY FCI.
12. EXISTING UTILITIES SHOWN ON THE CONTRACTOR DRAWINGS ARE APPROXIMATE. BASED ON THE VISIBLE FEATURES, CONSTRUCTION DRAWINGS, AND MARKED UP PLANS IN THE OWNER'S POSSESSION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES AND
SURFACE FEATURES. SEPARATE PAYMENT SHALL NOT BE MADE FOR ANY TEST PITS OR OTHER
SUBSURFACE INVESTIGATIONS TO CONFIRM THE LOCATION, DEPTH, OR SIZE OF EXISTING UTILITIES OR
SERVICE CONNECTIONS.
13. CONTRACTOR WILL BE RESPONSIBLE FOR CONSTRUCTION LAYOUT AND GRADE.
14. ANY DAMAGE TO FENCING, EQUIPMENT, AND UTILITIES MUST BE FIXED IMMEDIATELY.
15. ALL EXISTING UTILITIES MUST REMAIN IN SERVICE FOR THE DURATION OF THE CONTRACT. ANY REQUIRED TEMPORARY SERVICE MUST BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST.
16. ANY DAMAGE OR DISCONTINUANCE OF UTILITIES SERVICE MUST BE REPAIRED IMMEDIATELY. IF THE CONTRACTOR CANNOT RESTORE THE SERVICE IN A TIMELY MANNER IN THE OPINION OF THE OWNER, THE OWNER SHALL HAVE THE AUTHORITY TO DO THE WORK OR HAVE IT DONE BY OTHER AND DEDUCT THE COSTS INCURRED FROM PAYMENTS DUE TO THE CONTRACTOR. COSTS INCURRED SHALL INCLUDE BUT NOT BE LIMITED TO LABOR, MATERIALS, AND ADDITIONAL SECURITY. NO ADDITIONAL TIME WILL BE
ADDED TO THE CONTRACT FOR TIME LOST IN PERFORMING THE REQUIRED REPAIRS.
17. QUANTITIES INDICATED ARE APPROXIMATE AND ARE FOR PURPOSE OF BID. ACTUAL INSTALLED
QUANTITIES MAY VARY.
18. PAYMENT WILL ONLY BE MADE FOR APPROVED QUANTITIES AND INSTALLED AS SPECIFIED. MATERIAL MUST BE VERIFIED BY RECEIPT AND FIELD VERIFICATION ACCORDING TO PAY LIMITS. NO PAYMENT WILL
BE MADE FOR MATERIALS THAT ARE DAMAGED, WITHOUT DELIVERY RECEIPT, CONFORMING TO
SPECIFICATIONS, INSTALLED OUTSIDE THE LIMIT OF PAYMENT, OR CANNOT BE FIELD VERIFIED.
19. THE STAGING AREA WILL BE DETERMINED AT THE PRE-CONSTRUCTION MEETING. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR REMOVAL OF ALL TRASH AND DEBRIS EACH DAY FROM THE WORKSITE. AN OPEN TOP CONTAINER SHALL BE PROVIDED BY AND PAID FOR BY THE CONTRACTOR AT A
LOCATION COORDINATED WITH THE COR.
20. IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS THE POTENTIAL FOR HAZARDOUS MATERIALS, THE
CONTRACTOR MUST CEASE THE RELATED EFFORT AND NOTIFY THE OWNER. THE OWNER IS
RESPONSIBLE FOR THE ABATEMENT OF HAZARDOUS MATERIAL IF NECESSARY FOR THE PERFORMANCE
OF THE WORK.
21. THE REAR SALLY PORT WILL BE USED AS ENTRANCE AND EXIT FOR ALL CONTRACTORS AND MATERIALS.
DUE TO DAILY DELIVERIES, CONTRACTORS MAY EXPERIENCE DELAYS.
22. CONTRACTOR'S EMPLOYEES ARE NOT TO EAT ANY MEAL OR ANY PORTION OF ANY MEAL IN THE STAFF DINING ROOM. EMPLOYEES MAY BRING FOOD FOR THEIR OWN USE, AND MAY CONSUME IT IN AREAS TO BE DESIGNATED BY THE OWNER, OR MAY LEAVE THE INSTITUTION FOR THE LUNCH BREAK. NO FOOD
MAY BE SHARED WITH OR GIVEN TO INMATES.
23. EXPLOSIVES: THE USE OF EXPLOSIVES IS ABSOLUTELY FORBIDDEN.
24. WHEN WORKING INSIDE OR IN THE VICINITY OF THE SECURE PERIMETER FENCE OF THE INSTITUTION, MATERIALS WHICH ARE HIGHLY FLAMMABLE, EXPLOSIVE, OR CORROSIVE MUST BE LIMITED AND ARE
STRICTLY CONTROLLED.
25. PARKING SPACE IS LIMITED AT THE INSTITUTION. PARKING AREAS WILL BE IDENTIFIED FOR THE
CONTRACTOR DURING WORKING HOURS.
26. LIMITED STORAGE SPACE IS AVAILABLE ON SITE. PROJECT MATERIALS MUST BE STORED IN THE AREA DESIGNATED. STORAGE IN THE WORK AREAS MAY BE LIMITED TO THE MATERIALS NEEDED FOR A SINGLE
WORK DAY.
27. THE CONTRACTOR MUST PROVIDE A STEEL JOB BOX (GANG BOX) WITH TWO SEPARATELY KEYED PADLOCKS ACCEPTABLE TO THE INSTITUTION, FOR TOOL STORAGE. ONE KEY TO EACH LOCK WILL BE HELD BY THE INSTITUTION SECURITY OFFICER. THE TOOL BOX WILL BE STORED NEAR THE WORK SITES DURING NON-WORKING HOURS, AND MUST BE MOVED TO THE WORK SITES DAILY. TOOLS WILL BE INVENTORIED, AND A COPY OF THE INVENTORY WILL BE POSTED INSIDE THE GANG BOX. EACH TOOL WILL BE ACCOUNTED FOR BY THE CONSTRUCTION REPRESENTATIVE. TOOLS ARE TO REMAIN SECURED
IN THE LOCKED GANG BOX WHEN NOT IN USE.
28. ALL CONTRACTOR PERSONNEL WORKING ON SITE MUST COMPLY WITH FBOP PERSONNEL IDENTITY VERIFICATION PROCEDURES OF HOMELAND SECURITY DIRECTIVE 12 (HSPD-12). FBOP RESERVES THE
RIGHT TO PROHIBIT CONTRACTOR PERSONNEL FROM THE FCI FOR SECURITY REASONS.
29. THE CONTRACTOR MUST INSTRUCT EMPLOYEES TO CONDUCT THEMSELVES IN A PROPER MANNER AND EXERCISE GOOD JUDGEMENT AND ETHICAL PRINCIPLES. MINGLING AND FRATERNIZING WITH THE
INMATES IS STRICTLY PROHIBITED.
30. VIOLATIONS OF INSTITUTIONAL REGULATIONS: THE FIRST DAY OF THE PROJECT ALL CONTRACTOR EMPLOYEES MUST BE GIVEN WRITTEN DESCRIPTION OF THE RULES AND REGULATIONS GOVERNING ALL PERSONS WORKING INSIDE THE INSTITUTION. THESE RULES AND REGULATIONS ADDRESS CONTRABAND AND INTERACTION WITH INMATES. VIOLATION OF THESE REGULATIONS WILL RESULT IN THE WORKER LOSING THE RIGHT TO WORK IN THE INSTITUTION AND COULD RESULT IN CRIMINAL PROSECUTION.
31. THE CONTRACTOR MUST INFORM EMPLOYEES THAT INTOXICATING BEVERAGES, DRUGS, WEAPONS, AND OTHER IDENTIFIED SUBSTANCES ARE NOT BE ALLOWED ON INSTITUTION PROPERTY. VIOLATION SHALL
BE SUBJECT TO THE PENALTIES PRESCRIBED BY TITLE 18, UCS-7191.
32. TITLE 18, UNITED STATES CODE, CHAPTER 87, SECTION 1719, PROVIDES THAT: “WHOEVER, CONTRARY TO ANY RULE OR REGULATION PROMULGATED BY THE ATTORNEY GENERAL, INTRODUCES OR ATTEMPTS TO INTRODUCE INTO THE GROUNDS OF ANY FEDERAL PENAL OR CORRECTIONAL INSTITUTION OR TAKES OR ATTEMPTS TO TAKE OR SEND THERE FROM ANYTHING WHATSOEVER, SHALL BE IMPRISONED NOT MORE
THAN TEN YEARS."
33. THE USE OF CAMERAS OR RECORDING EQUIPMENT WITHOUT WRITTEN CONSENT OF THE WARDEN IS
STRICTLY PROHIBITED.
34. A WORK SCHEDULE MUST BE PROPOSED BY THE CONTRACTOR, FOR APPROVAL BY THE ADMINISTRATIVE
CONTRACTING OFFICER AND CONSTRUCTION REPRESENTATIVE. ALL WORK MUST BE PERFORMED
ACCORDING TO THE ACCEPTED SCHEDULE.
35. CONTRACT EMPLOYEES MUST BE ACCOMPANIED BY OR BE IN DIRECT VIEW OF FCI PERSONNEL AT ALL
TIMES.
36. IT IS THE INTENTION OF THE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK TO BE
TESTED, AND READY FOR OPERATION AS EACH PHASE IS COMPLETED.
37. ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL RESPECTS AND READY FOR OPERATIONS, EVEN IF NOT PARTICULARLY
SPECIFIED, MUST BE FURNISHED, DELIVERED AND INSTALLED BY THE CONTRACTOR WITHOUT
ADDITIONAL EXPENSE TO THE OWNER.
38. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION MUST BE INCLUDED IN THE WORK AND IN THE CONTRACTOR'S ESTIMATE, THE SAME AS
IF HEREIN SPECIFIED.
39. IN THE EVENT THAT A VARIANCE EXISTS BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT ITSELF, THE ITEM OR ARRANGEMENT OF BETTER QUALITY, GREATER QUANTITY, OR HIGHER COST MUST BE INCLUDED IN THE CONTRACT PRICE. THE ENGINEER WILL DECIDE ON THE ITEM
AND MANNER IN WHICH WORK SHALL BE INSTALLED.
40. DURING CONSTRUCTION, THE CONTRACTOR MUST KEEP A RECORD ON A CLEAN SET OF PRINTS OF ALL DEVIATIONS AND CHANGES IN THE WORK SHOWN ON THE CONTRACT DRAWINGS. THE CONTRACTOR MUST RECORD THESE DEVIATIONS AND CHANGES AS THEY OCCUR. ACTUAL LOCATIONS OF EQUIPMENT AND ROUTES OF PIPING AS INSTALLED MUST BE READILY TRANSFERRED TO THE FINAL RECORD DRAWINGS. THIS SET OF PRINTS MUST BE AVAILABLE AT ALL TIMES FOR THE ENGINEER'S INSPECTION.
41. THE CONTRACTOR MUST PROTECT THE WORK AND MATERIALS FROM DAMAGE AND ANY DAMAGE MUST
BE RESTORED TO ITS ORIGINAL CONDITIONS OR TO THE SATISFACTION OF THE OWNER.
42. THE CONTRACTOR MUST BE RESPONSIBLE FOR WORK AND EQUIPMENT UNTIL FINALLY INSPECTED, TESTED, AND ACCEPTED. PROTECT WORK AGAINST THEFT, INJURY, OR DAMAGE, AND CAREFULLY STORE MATERIAL AND EQUIPMENT RECEIVED ON SITE WHICH ARE NOT IMMEDIATELY INSTALLED. CLOSE OPEN
ENDS OF WORK WITH TEMPORARY COVERS OR PLUGS DURING CONSTRUCTION.
43. THE CONTRACTOR MUST PROVIDE ALL CHASES, POCKETS, HOLES AND OPENINGS IN WALL, PARTITIONS, FLOORS AND CEILINGS AS ARE REQUIRED FOR THE INSTALLATION OR PASSAGE OF PIPES CONDUITS, AND SIMILAR ITEMS OF WORK FURNISHED UNDER THIS CONTRACT. ALL CHASES MUST BE OF PROPER SIZE AND SHAPE TO ACCOMMODATE THE WORK TO BE INSTALLED, AS INDICATED ON THE DRAWINGS OR
AS DIRECTED BY THE ENGINEER.
44. NO EXCESSIVE CUTTING WILL BE PERMITTED NOR MUST ANY PIERS OR OTHER STRUCTURAL SUPPORTS
OR MEMBERS BE CUT WITHOUT CONSENT OF THE ENGINEER.
45. AFTER THE REQUIRED WORK HAS BEEN INSTALLED, THE CONTRACTOR MUST CAREFULLY FIT AROUND, BUILD IN, CLOSE UP, PATCH AND POINT UP IN A PROPER MANNER, TO THE SATISFACTION OF THE
ENGINEER.
46. CONTRACTOR MUST COOPERATE WITH THE OWNER AND OTHER CONTRACTORS ON SITE TO
COORDINATE ASSOCIATED WORK.
47. ALL SURFACES CUT AND PATCHED FOR THE INSTALLATION OF WORK MUST BE FINISHED MATCHING
EXISTING SURFACES TO THE SATISFACTION OF THE OWNER.
48. MATERIALS CREATED BY DEMOLITION AND REMOVALS BECOME THE PROPERTY OF THE CONTRACTOR
AND MUST BE DISPOSED OF OFF-SITE IN A LAWFUL MANNER.
49. REMOVE DRYWALL, PLASTER, OR ACOUSTIC CEILINGS WHEREVER REQUIRED FOR PIPING RUNS IN AREA SHOWN ON DRAWINGS. LAY-IN ACOUSTIC TILE (METAL OR OTHER) MUST BE CAREFULLY REMOVED AND
PROTECTED FROM DAMAGE AND MUST BE REPLACED UPON COMPLETION OF THE WORK.
50. THE CONTRACTOR MUST CONSULT THE DRAWINGS FOR THE SIZE AND LOCATIONS OF REQUIRED NEW OPENINGS AND FIELD CHECK WALL OR SLAB FOR REQUIRED PENETRATIONS. THE SIZE AND LOCATION OF ANY NEW OPENINGS THROUGH EXISTING CONCRETE WALLS OR SLABS MUST BE SUBJECT TO REVIEW AND APPROVAL BEFORE PROCEEDING WITH CUTTING SUCH OPENINGS. UPON COMPLETION, RESTORE
PREVIOUS CONDITION AND MATCH EXISTING FINISHES.
51. PROTECT FLOORS AND OTHER SURFACES IN WORK AREAS. FLOORS MUST BE PROTECTED WITH HEAVY BUILDING PAPER, WITH JOINTS OVERLAPPING, TAPED AND SEALED. ROUTES USED BY THE CONTRACTOR FOR REMOVAL OF RUBBISH, ETC. MUST ALSO BE PROTECTED. IN CORRIDORS OR OTHER AREAS USED DAILY BY THE INSTITUTION STAFF AND INMATES, FLOOR PROTECTION MATERIALS MUST BE REMOVED AT THE END OF THE EACH WORK DAY. COVERING MATERIALS USED IN THESE AREAS MUST BE KEPT IN GOOD REPAIR DURING THE WORK DAY TO PREVENT TRIPPING HAZARDS. ELEVATORS USED FOR TRASH REMOVAL MUST BE PROTECTED FROM DAMAGE TO WALLS, FLOORS, RAILS, CONTROLS, CEILINGS AND
DOORS.
52. THE CONTRACTOR MUST INSTALL SUCH SCREENS, OR TAKE ANY OTHER MEASURES NECESSARY TO
PROTECT OTHER AREAS FROM EXCESSIVE DUST, NOISE, DAMAGE, VIBRATION OR ANY OTHER
CONDITIONS WHICH MAY DISRUPT THE NORMAL OPERATIONS IN ADJACENT AREAS OF THE INSTITUTION.
53. THE CONTRACTOR MUST BE RESPONSIBLE FOR ANY AND ALL DAMAGES STEMMING FROM OPERATIONS, OR ANY INADEQUATE PROTECTION AGAINST DAMAGE FROM CONSTRUCTION WORK OR DELATED
ACTIVITIES.
54. TAKE ALL STEPS NECESSARY TO INSURE THE ORDERLY, CLEAN, EFFICIENT, AND EXPEDITIOUS EXECUTION OF THE PROJECT. KEEP ALL AREAS CLEAN AND FREE OF DEBRIS, WATER, AND VERMIN, AS NEEDED TO
PREVENT SAFETY AND/OR HEALTH HAZARDS.
55. REMOVAL AND DEMOLITION WORK MUST BE PERFORMED WITH PROPER SKILL AND CARE, IN A WORKMANLIKE MANNER, AND MUST BE LIMITED TO THE IMMEDIATE AREA OF THE WORK, WITHOUT CAUSING DAMAGE TO ADJACENT FLOORING, PARTITIONS, AND FINISHES, MECHANICAL WORK, OR ANY
PART OF THE EXISTING BUILDING.
56. RESTORE TO ORIGINAL CONDITION, WITHOUT EXPENSE TO THE OWNER, ANY OF THE OWNER'S PROPERTY
THAT SHALL BECOME DAMAGED DUE TO THE NEGLIGENCE AND/OR WORK OF THE CONTRACTOR'S
EMPLOYEES. ALL SUCH REPAIRS MUST BE APPROVED BY THE OWNER.
57. REPAIR ANY AND ALL DAMAGE OR INJURY TO ADJOINING PROPERTY CAUSED BY WORK OF THE CONTRACTOR'S EMPLOYEES IN AS GOOD A CONDITION AS IT WAS BEFORE THE WORK WAS STARTED.
SAVE THE OWNER HARMLESS FROM RESPONSIBILITY, EXPENSE, AND LOSS DUE TO ANY CLAIMS, SUITS, OR ACTIONS ARISING FROM SUCH DAMAGE OR INJURY. DEFEND AND SETTLE ALL SUCH CLAIMS, SUITS
OR ACTIONS.
58. AREA DISTURBED IN MOVING EQUIPMENT AND MATERIAL FROM ONE LIMIT OF DISTURBANCE AREA TO ANOTHER MUST BE RESTORED TO ITS ORIGINAL CONDITIONS. NO EXTRA COMPENSATION WILL BE MADE
FOR THIS WORK.
59. PLAN THE INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO REPRESENT MINIMUM
INTERFERENCE WITH REGULAR INSTITUTIONAL OPERATIONS. SUBMIT PLANNING TEMPORARY
SHUTDOWNS IN WRITING TO THE ENGINEER AT LEAST TWO (2) WORK DAYS IN ADVANCE OF THE DATE AN TIME OF PLANNED SHUTDOWN. THE CONTRACTING OFFICER'S REPRESENTATIVE WRITTEN APPROVAL MUST BE RECEIVED PRIOR TO ANY TEMPORARY SHUTDOWN OF SERVICES. THE CONTRACTOR MUST
MAINTAIN CONTINUOUS OPERATIONS OF THE INSTITUTIONAL ACTIVITIES WHICH MAY REQUIRE
TEMPORARY CONNECTIONS BETWEEN NEW AND EXISTING WORK. THE NEW WORK MUST BE TESTED AND
APPROVED.
60. CONNECT NEW WORK TO EXISTING WORK IN NEAT AND ACCEPTABLE MANNER. RESTORE EXISTING
WORK DISTURBED IN MAKING SUCH CONNECTIONS ORIGINAL OR BETTER CONDITION.
61. NO PIPE, FITTINGS, CONDUIT, OR WORK OF ANY KIND MUST BE COVERED UP OR HIDDEN FROM VIEW BEFORE IT HAS BEEN EXAMINED OR REVIEWED BY THE ENGINEER OR OTHER AUTHORITY HAVING
JURISDICTION OVER THE WORK. ANY IMPERFECT WORK OR MATERIALS MUST BE CORRECTED
IMMEDIATELY.
62. THE CONTRACTOR MUST BE RESPONSIBLE TO TEST ALL INSTALLATIONS AS SPECIFIED AND TO SUBMIT ALL TEST FIELD DATA WITH A REPORT OF TESTING TO THE ENGINEER FOR APPROVAL. NO INSTALLED
EQUIPMENT MUST BE OPERATIONAL UNTIL THE TEST REPORT IS APPROVED BY THE ENGINEER.
63. THE CONTRACTOR MUST MAINTAIN ALL EQUIPMENT AND SYSTEM INSTALLED UNTIL FINAL ACCEPTANCE
BY THE OWNER. TAKE ALL NECESSARY MEASURES TO INSURE ADEQUATE PROTECTIONS OF ALL
EQUIPMENT AND MATERIALS DURING STORAGE, INSTALLATION, OPERATION AND SHUTDOWN.
64. THE OPERATION OF THE EQUIPMENT IN PART OR WHOLE DOES NOT CONSTITUTE AN ACCEPTANCE OF
THE WORK.
65. ALL WORK MUST BE FULLY GUARANTEED AND WARRANTIED FOR A PERIOD OF ONE YEAR AFTER
ACCEPTANCE BY THE OWNER AND AS FURTHER OUTLINED IN THE SPECIFICATIONS.
200 Brickstone Square, Suite 303 Andover, Massachusetts 01810
1.877.700.7678 www.smrtinc.com
SMRT Architects and Engineers
Project No:
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5-04-21
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OTISVILLE, NEW YORK
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DATE:
AutoCAD SHX Text 1.
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
FACILITY
AutoCAD SHX Text
A. VITALE (ACTING)
AutoCAD SHX Text
ADMINISTRATOR:
AutoCAD SHX Text
COMPLIANCE
AutoCAD SHX Text
ENV. & SAFETY
AutoCAD SHX Text
P. O'KANE
AutoCAD SHX Text
CAPTAIN:
AutoCAD SHX Text
J. ELMORE
AutoCAD SHX Text
WARDEN (O):
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ASSOCIATE
AutoCAD SHX Text
W.S. PLILER
AutoCAD SHX Text
WARDEN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WATER LINE REPLACEMENT
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
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JTA
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text C-002
AutoCAD SHX Text
MAF
GENERAL NOTES
GENERAL NOTES:
UTILITY NOTES:
1. REFER TO DETAILS AND SCHEDULES ON SHEETS C-012, C-014, & C-015 FOR
COMPLETE PIPING INFORMATION.
2. PROVIDE AND INSTALL MATERIALS NECESSARY TO COMPLETE UTILITY
FEATURES AND DESIGN UNLESS OTHERWISE INDICATED.
3. CONTRACTOR TO VERIFY EXISTING UTILITY CONNECTION POINTS PRIOR TO
CONSTRUCTION AND INCLUDE ALL EXTRA WORK REQUIRED TO EXTEND
UTILITIES AS REQUIRED.
4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND HAVE
BEEN DETERMINED BY SURFACE EVIDENCE AND/OR PREVIOUSLY
GENERATED PLANS. NO GUARANTEE IS MADE THAT ALL UTILITIES ARE
SHOWN OR WILL BE FOUND IN LOCATIONS INDICATED. THIS INFORMATION IS
PROVIDED FOR REFERENCE AND THE CONTRACTOR MUST VERIFY LOCATION
OF ALL UTILITIES AND POINTS OF CONNECTION IN THE FIELD. CONTRACTOR
MUST BE RESPONSIBLE FOR REPAIR AND RESTORATION OF ALL UTILITIES
DISTURBED DURING CONSTRUCTION AT NO EXTRA EXPENSE TO THE OWNER.
1. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS MUST BE VERIFIED IN THE
FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY OMISSIONS IN
DIMENSIONING MUST BE REPORTED IMMEDIATELY TO THE ENGINEER FOR
DECISION. ANY DISCREPANCIES BETWEEN DRAWINGS, DETAILS, NOTES, AND
SPECIFICATIONS MUST IMMEDIATELY BE REPORTED TO THE ENGINEER FOR
FURTHER DIRECTION AND RESOLUTION BEFORE ANY ADDITIONAL WORK
PROCEEDS.
2. ALL PIPING AND STRUCTURES MUST BE STAKED OUT BY THE CONTRACTOR
AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
3. PROVIDE A SMOOTH TRANSITION WHERE NEW WORK MEETS EXISTING WORK.
4. CONTRACTOR MUST NOTIFY DIG-SAFE (811) AND ANY LOCAL UTILITY
COMPANIES TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO
EXCAVATION.
5. CONTRACTOR MUST SECURE ALL NECESSARY PERMITS FOR WORK SHOWN ON
THESE PLANS.
6. ALL WORK MUST COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY
REGULATIONS.
7. ALL WORK MUST BE COORDINATED WITH OWNER AND ALL SECURITY
MEASURES MUST BE FOLLOWED. ANY DISTURBANCE TO PERIMETER SECURITY
MUST BE COORDINATED WITH OWNER.
ABBREVIATIONS:
EE EXPANSION ELBOW
EL EXPANSION LOOP
EZ EXPANSION Z BEND
PS PIPE SECTION
VB VALVE BOX
VFC VARIABLE FREQUENCY CONTROLLER
QUANSET
FBOP
EMPLOYEE
PARKING
VISITING
PARKING
RECREATION
YARD
COMPOUND
250,000 GALLON
WATER STORAGE
TANKS
RETENTION POND
SHED
S SS
S
S
S
S
D D
D
D
(2) 3" DIA. MTHW
(2 ) 4
" D
IA
. M
TH
W (2
) 6 " D
IA
. M
TH
W
(2) 6"
D
IA. M
TH
W
(2 ) 4
" D
IA
. M
TH
W (2
) 4 " D
IA
. M
TH
W
(2 ) 2
" D
IA
. M
TH
W
(2) 6" DIA. MTHW
(2) 8"
D
IA. M
TH
W
(2 ) 8
" D
IA
. M
TH
W
(2) 8" DIA. M
THW
(2 ) 8
" D
IA
. M
TH
W
(2) 8 " D
IA. M
THW
WEIGHT
PAVILIONLOADING
DOCK
S D
S
S
S
BUILDING B
BUILDING C
BUILDING A
OUTSIDE
WAREHOUSE
POWER HOUSE /
BOILER PLANT
GARAGE
GREEN
HOUSE
UNIT GB
UNIT GA
UNIT FB
UNIT FA
UNIT EBUNIT EA
A-1
LOBBY
UNIT JA
UNIT DB
UNIT DA
REAR
SALLY
PORT
SIDE
GATE
BUILDING A
UNIT ZA
31+55
0+
1+
2+
3+
4+
5+
6+00 7+00 8+00
9+
10+00 11+00 12+00
+00
+00
+00
+00
20+00
21+00
22+00
23+00 24+00
25+00 26+00
+00
28+00
29+00
30+00
31+00
TO CAMP
VB
VB
VB
VB
VB
VB
VBVB
VB
VB
VB
VB
50+9850+00
40+00
41+
42+00 42+99
60+00
+00
+09
PROPOSED MTHW SUPPLY
AND RETURN PIPING, TYP.
PROPOSED MTHW SUPPLY
AND RETURN PIPING, TYP.
PROPOSED MTHW SUPPLY
AND RETURN PIPING, TYP.
PROPOSED MTHW SUPPLY
AND RETURN PIPING, TYP.
REFER TO C-008 FOR BLDG
A & A-1 CONNECTION
TO CAMP
VB
VB
VB
VB
VB
VB
VBVB
VB
VB
VB
VB C-007
C-006
C-008
C-005
KEY PLAN
PROPOSED WORK LEGEND:
PIPE ANCHOR
VALVE BOX
MTHW SUPPLY AND RETURN PIPING
APPROX. LIMIT OF DISTURBANCE
VB
EXISTING LEGEND:
DOMESTIC WATER
MTHW WATER
SANITARY SEWER
STORM DRAIN
ELECTRIC
POWER LINE
FENCE
MAST LIGHT
HYDRANT
CATCH BASIN
DRAIN MANHOLE
SEWER MANHOLE
TRANSFORMER
D
S
X
200 Brickstone Square, Suite 303 Andover, Massachusetts 01810
1.877.700.7678 www.smrtinc.com
SMRT Architects and Engineers
Project No:
20590
5-04-21
N
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FCI OTISVILLE
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U.S. DEPARTMENT OF JUSTICE
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OTISVILLE, NEW YORK
AutoCAD SHX Text
%%UINSTITUTIONAL APPROVAL
AutoCAD SHX Text
FEDERAL BUREAU OF PRISONS
AutoCAD SHX Text
MEDIUM TEMPERATURE HOT
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text M. DeMERCURIO
AutoCAD SHX Text
MANAGER:
AutoCAD SHX Text %%uREVISIONS:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1.
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
FACILITY
AutoCAD SHX Text
A. VITALE (ACTING)
AutoCAD SHX Text
ADMINISTRATOR:
AutoCAD SHX Text
COMPLIANCE
AutoCAD SHX Text
ENV. & SAFETY
AutoCAD SHX Text
P. O'KANE
AutoCAD SHX Text
CAPTAIN:
AutoCAD SHX Text
J. ELMORE
AutoCAD SHX Text
WARDEN (O):
AutoCAD SHX Text
ASSOCIATE
AutoCAD SHX Text
W.S. PLILER
AutoCAD SHX Text
WARDEN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WATER LINE REPLACEMENT
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
AutoCAD SHX Text
JTA
AutoCAD SHX Text 1"=60'-0"
AutoCAD SHX Text C-003
AutoCAD SHX Text
MAF
OVERALL SITE PLAN - MTHW SUPPLY AND RETURN PIPING
LEGEND:
TEMPORARY SERVICE 1
TEMPORARY SERVICE 2
TEMPORARY SERVICE 3
NO TEMPORARY SERVICE-
OUT OF SERVICE
* EXISTING PIPE LINE TO BE USED FOR TEMPORARY HEAT SERVICES.
QUANSET
HUTS
FBOP
EMPLOYEE
PARKING
VISITING
PARKING
RECREATION
YARD
COMPOUND
250,000 GALLON
WATER STORAGE
TANKS
RETENTION POND
SHED
S SS
S
S
S
S
D D
D
D
(2) 3" DIA. MTHW
(2 ) 4
" D
IA
. M
TH
W (2
) 6 " D
IA
. M
TH
W
(2) 6"
D
IA. M
TH
W
(2 ) 4
" D
IA
. M
TH
W (2
) 4 " D
IA
. M
TH
W
(2 ) 2
" D
IA
. M
TH
W
(2) 6" DIA. MTHW
(2) 8"
D
IA. M
TH
W
(2 ) 8
" D
IA
. M
TH
W
(2) 8" DIA. M
THW
(2 ) 8
" D
IA
. M
TH
W
(2) 8
" D
IA. M
THW
WEIGHT
PAVILIONLOADING
DOCK
S D
S
S
S
BUILDING B
BUILDING C
BUILDING A
OUTSIDE
WAREHOUSE
POWER HOUSE /
BOILER PLANT
GARAGE
GREEN
HOUSE
UNIT GB
UNIT GA
UNIT FB
UNIT FA
UNIT EBUNIT EA
A-1
LOBBY
UNIT JA
UNICOR
WAREHOUSE
UNIT DB
UNIT DA
REAR
SALLY
PORT
SIDE
GATE
BUILDING A
UNIT ZA
TO CAMP
VB
VB
VB
VB
VB
VB
VBVB
VB
VB
VB
VB
TEMPORARY HEATING
SYSTEM- AREA #1
HEATING SYSTEM
OUT OF SERVICE
TEMPORARY BOILER
UNIT MOUNTED ON
TRAILER OR SKID
#1
#2
HEATING SYSTEM
OUT OF SERVICE
NO TEMPORARY
SERVICE PROVIDED
TEMPORARY BOILER
UNIT MOUNTED ON
TRAILER OR SKID
TEMPORARY HEATING -
TEMPORARY ELECTRIC SPACE
HEATING SYSTEM
OUT OF SERVICE
TEMPORARY HEATING
SYSTEM- AREA #2
KEEP DOOR CLEAR
75.0'
TEMPORARY
ELECTRICAL POWER
TEMPORARY 4"
HEATING HOT WATER,
SET ABOVE GRADE
TEMPORARY BOILER
UNIT MOUNTED ON
TRAILER OR SKID
USE EXISTING
MTHW PIPING, TYP.
USE EXISTING
MTHW PIPING, TYP.
USE EXISTING
MTHW PIPING, TYP.
TEMPORARY HEATING
SYSTEM- AREA #3
TEMPORARY HEAT NOTES:
1. THIS PROJECT HAS FOUR PHASES.
PHASE ONE - MOBILIZATION, SET-UP, START-UP OF THREE TRAILERS OR SKID-MOUNTED TEMPORARY BOILER.
PHASE TWO - REPLACEMENT OF BOILER ROOM PUMPS AND DRIVES, REPLACEMENT OF DISTRICT HEATING PIPES.
PHASE THREE - START-UP OF PERMANENT BOILER PLANT AND NEW PUMPS. BUILDING BY BUILDING SYSTEM
CHANGE OVER.
PHASE FOUR - DEMOLITION OF DISCONTINUED PIPE AND PITS AS INDICATED ON THE CONTRACT DOCUMENT.
DEMOBILIZATION OF RENTAL BOILERS.
2. THE CONTRACTOR MUST PROVIDE THREE TRAILERS OR SKID-MOUNTED TEMPORARY BOILERS FOR THE DURATION
OF THIS PROJECT. THE FUEL SHALL BE PURCHASED AND DELIVERED BY THE OWNER.
3. THE TEMPORARY BOILERS MUST SUPPLY MEDIUM TEMPERATURE HOT WATER (240 DEG F) OR STEAM WITH HEAT
EXCHANGERS. THE TEMPORARY BOILERS MUST BE DUEL FUEL (LP GAS/#2 HEATING OIL).
4. THE TEMPORARY BOILERS MUST BE COMPLETE WITH FUEL STORAGE, DISTRIBUTION PUMPS, EXPANSION TANKS, AND AIR SEPARATORS.
5. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE FULL OPERATION AND MAINTENANCE OF THESE BOILERS
INCLUDING EMERGENCY RESPONSE AND TEMPORARY CONNECTIONS TO THE SYSTEM
6. TEMPORARY BOILER PLANT SCHEDULE:
LOCATION MTHW FLOWBOILER OUTPUT DISCHARGE PRESSURE BUILDING CONNECTION
WAREHOUSE/CAMP300 GPM 4.5 MMBH 45 PSIG 4”
UNIT JA 325 GPM 5.0 MMBH 45 PSIG 4”
BUILDING B 1,200 GPM 15 MMBH 45 PSIG 6”
7. COORDINATE TEMPORARY BOILERS WITH FACILITY STAFF TO MINIMIZE DISRUPTION TO OPERATIONS. COORDINATE TEMPORARY POWER. PROVIDE ALL PANELS, OVER CURRENT PROTECTION, AND CONDUCTORS FOR TEMPORARY
BOILER POWER.
8. PROVIDE RELIABLE TEMPORARY HEAT WHILE THE POWERHOUSE BOILERS ARE OUT OF SERVICE.
5" MTHW SUPPLY TO UNIT JA
TO BE REMOVED. USE FOR
TEMPORARY BOILER.
EX. 8" MTHW RETURN
FROM POWERHOUSE.
NOTE: CORE DRILL NEW WALL OPENINGS FOR TEMPORARY HEAT SUPPLY AND
RETURN. LOCATE ABOVE NEW WORK. PROVIDE NEW TEMPORARY SUPPLY AND
RETURN VALVED CONNECTION POINTS.
INSTALL NEW 5" ISOLATION
GATE VALVES. INSTALL NEW
5x5x4 TEES WITH 4" VALVED
TEMPORARY CONNECTIONS
IN SUPPLY AND RETURN.
EXISTING 5" MTHW SUPPLY AND
RETURN FROM UNIT JA.
TEMPORARY BOILER
6" CONNECTIONS
5" MTHW SUPPLY TO UNIT JA
TO BE REMOVED. USE FOR
TEMPORARY BOILER.
EX. 8" MTHW SUPPLY
FROM POWERHOUSE.
NOTE: CORE DRILL NEW WALL OPENINGS FOR TEMPORARY HEAT SUPPLY AND
RETURN. LOCATE ABOVE NEW WORK.
200 Brickstone Square, Suite 303 Andover, Massachusetts 01810
1.877.700.7678 www.smrtinc.com
SMRT Architects and Engineers
Project No:
20590
5-04-21
N
BUILDING B TEMPORARY BOILER CONNECTION3
UNIT JA TEMPORARY BOILER CONNECTION2
WAREHOUSE TEMPORARY BOILER CONNECTION1
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AutoCAD SHX Text PROJECT No.
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FCI OTISVILLE
AutoCAD SHX Text
U.S. DEPARTMENT OF JUSTICE
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OTISVILLE, NEW YORK
AutoCAD SHX Text
%%UINSTITUTIONAL APPROVAL
AutoCAD SHX Text
FEDERAL BUREAU OF PRISONS
AutoCAD SHX Text
MEDIUM TEMPERATURE HOT
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text M. DeMERCURIO
AutoCAD SHX Text
MANAGER:
AutoCAD SHX Text %%uREVISIONS:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1.
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
FACILITY
AutoCAD SHX Text
A. VITALE (ACTING)
AutoCAD SHX Text
ADMINISTRATOR:
AutoCAD SHX Text
COMPLIANCE
AutoCAD SHX Text
ENV. & SAFETY
AutoCAD SHX Text
P. O'KANE
AutoCAD SHX Text
CAPTAIN:
AutoCAD SHX Text
J. ELMORE
AutoCAD SHX Text
WARDEN (O):
AutoCAD SHX Text
ASSOCIATE
AutoCAD SHX Text
W.S. PLILER
AutoCAD SHX Text
WARDEN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WATER LINE REPLACEMENT
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
AutoCAD SHX Text
JTA
AutoCAD SHX Text 1"=60'-0"
AutoCAD SHX Text C-004
AutoCAD SHX Text
MAF
TEMPORARY HEATING SYSTEM PLAN
RECREATION
YARD
250,000
GALLON
WATER
STORAGE
TANKS
S
(2) 8"
D
IA. M
TH
W
(2 ) 8
" D
IA
. M
TH
W
(2) 8" DIA. M
THW
WEIGHT
PAVILION
LOADING
DOCK
OUTSIDE
WAREHOUSE
POWER HOUSE /
BOILER PLANT
GARAGE
0+
1+
2+
3+
4+
5+
6+00 7+00
PS-04
PS-03
PS-01
PS
-0
PS-06
PS-07
PS
-0
EL-01
EL
-0
EL-03
EL-0
EL-05
EL-09
TO CAMP
EL-0
VB
50+98
50+00
40+00
41+
42+00
42+99
EZ-03
PERFORM TEST PIT TO
LOCATE UTILITIES, TYP.
CONTRACTOR TO COORDINATE
DISTURBANCE OF FENCING WITH
OWNER, TYP.
CONTRACTOR TO COORDINATE
DISTURBANCE OF FENCING
WITH OWNER, TYP.
M
AT
C H
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-0
: S
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M
AT
C
H
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C -0
: S
TA
EXPANSION LOOP, TYP.
SEE SCHEDULE, C-014
REPLACE EXISTING CARRIER PIPE WITH 60"
RCP PIPE AS CARRIER PIPE FOR MTHW PIPING.
SEE DETAIL 6/C-014
STATION MATCH
STA 1+23 = STA 40+00
PIPE ANCHOR, TYP.
75.0'
KEEP DOOR CLEAREX. SPRINKLER
CONNECTION
PROTECT EX.
WATER SERVICE
PERFORM TEST PIT
TO LOCATE UTILITIES
DEMOLISH EX. UTILITY ENCLOSURE.
REPAIR WAREHOUSE WALL AND
FOUNDATION TO MATCH EXISTING.
PROVIDE NEW 5" HTHW TO ELBOW
UP TO ENDSEAL THROUGH FLOOR
WITH NEW 5" VALVES
PERFORM TEST PITS
TO LOCATE UTILITIES
VALVE STRUCTURE
SEE DETAIL 8/C-014
ELBOW UP TO ENDSEAL.
CONNECT TO EXISTING.
PROVIDE NEW ISOLATION VALVES.
ENTER HORIZONTALLY THROUGH
EXISTING FOUNDATION OPENING
WITH NEW ENDSEAL.
CONNECT TO EXISTING.
PROVIDE NEW ISOLATION VALVES.
MTHW PIPING STATIONING ON
THIS DRAWING:
A) STA 00+00 TO 7+25
B) STA 40+00 TO 42+99
C) STA 50+00 TO 50+98
NEW 6" VALVE BOX
SEE DETAIL 1/C-015
BUILDING B
PERFORM TEST PIT
TO LOCATE UTILITIES
PERFORM TEST PIT
TO LOCATE UTILITIES
PERFORM TEST PIT
TO LOCATE UTILITIES
200 Brickstone Square, Suite 303 Andover, Massachusetts 01810
1.877.700.7678 www.smrtinc.com
SMRT Architects and Engineers
Project No:
20590
5-04-21
N
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
FCI OTISVILLE
AutoCAD SHX Text
U.S. DEPARTMENT OF JUSTICE
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OTISVILLE, NEW YORK
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%%UINSTITUTIONAL APPROVAL
AutoCAD SHX Text
FEDERAL BUREAU OF PRISONS
AutoCAD SHX Text
MEDIUM TEMPERATURE HOT
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text M. DeMERCURIO
AutoCAD SHX Text
MANAGER:
AutoCAD SHX Text %%uREVISIONS:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1.
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
FACILITY
AutoCAD SHX Text
A. VITALE (ACTING)
AutoCAD SHX Text
ADMINISTRATOR:
AutoCAD SHX Text
COMPLIANCE
AutoCAD SHX Text
ENV. & SAFETY
AutoCAD SHX Text
P. O'KANE
AutoCAD SHX Text
CAPTAIN:
AutoCAD SHX Text
J. ELMORE
AutoCAD SHX Text
WARDEN (O):
AutoCAD SHX Text
ASSOCIATE
AutoCAD SHX Text
W.S. PLILER
AutoCAD SHX Text
WARDEN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WATER LINE REPLACEMENT
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
AutoCAD SHX Text
JTA
AutoCAD SHX Text 1"=20'-0"
AutoCAD SHX Text C-005
AutoCAD SHX Text
MAF
MTHW PIPING PLAN - STA 0+00 TO 7+25
M
AT
C H
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E C
-0
: S
TA
M
AT
C
H
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C -0
: S
TA
SHED
S
(2 ) 2
" D
IA
. M
TH
W
S D
GREEN
HOUSE
UNIT GB
REAR SALLY
PORT
SIDE GATE
8+00
9+
10+00 11+00 12+00
+00
+00
PS-09
PS-13
PS-22
PS
-1
PS-11
PS-24
PS-23
EL-06
EL-07
EL-1
PS
-1
EZ-01
EZ-06
VB
VB
EZ-05
EZ-04
PERFORM TEST PIT
TO LOCATE UTILITIES
PIPE ANCHOR, TYP.
MATCHLINE C-007: STA 14+53
MATCHLINE C-006: STA 14+53
EXPANSION LOOP, TYP.
SEE SCHEDULE, C-014
CONTRACTOR TO
COORDINATE DISTURBANCE
OF FENCING WITH OWNER.
NEW 2" HTHW TO ELBOW UP
& CAPPED IN GREENHOUSE
1" SUPPLY & RETURN TO
EXISTING UNIT HEATER
SEE DETAIL 6/C-015
CONTRACTOR TO
COORDINATE DISTURBANCE
OF FENCING WITH OWNER.
NEW 1" VALVE BOX
SEE DETAIL 2/C-015
NEW 3" VALVE BOX
SEE DETAIL 1/C-015
EXPANSION Z BEND
REFER TO 1/C-010 FOR
INTERIOR WORK
PERFORM TEST PIT
TO LOCATE UTILITIES
PERFORM TEST PIT
TO LOCATE UTILITIES
200 Brickstone Square, Suite 303 Andover, Massachusetts 01810
1.877.700.7678 www.smrtinc.com
SMRT Architects and Engineers
Project No:
20590
5-04-21
N
AutoCAD SHX Text T
AutoCAD SHX Text
RAMP
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RAMP
AutoCAD SHX Text PROJECT No.
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FCI OTISVILLE
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U.S. DEPARTMENT OF JUSTICE
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OTISVILLE, NEW YORK
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%%UINSTITUTIONAL APPROVAL
AutoCAD SHX Text
FEDERAL BUREAU OF PRISONS
AutoCAD SHX Text
MEDIUM TEMPERATURE HOT
AutoCAD SHX Text
SHEET NO.
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CHECKED BY:
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SCALE:
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MANAGER:
AutoCAD SHX Text %%uREVISIONS:
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DRAWN BY:
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
DATE:
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NO.
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1.
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
FACILITY
AutoCAD SHX Text
A. VITALE (ACTING)
AutoCAD SHX Text
ADMINISTRATOR:
AutoCAD SHX Text
COMPLIANCE
AutoCAD SHX Text
ENV. & SAFETY
AutoCAD SHX Text
P. O'KANE
AutoCAD SHX Text
CAPTAIN:
AutoCAD SHX Text
J. ELMORE
AutoCAD SHX Text
WARDEN (O):
AutoCAD SHX Text
ASSOCIATE
AutoCAD SHX Text
W.S. PLILER
AutoCAD SHX Text
WARDEN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WATER LINE REPLACEMENT
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
AutoCAD SHX Text
JTA
AutoCAD SHX Text 1"=20'-0"
AutoCAD SHX Text C-006
AutoCAD SHX Text
MAF
MTHW PIPING PLAN - STA 7+25 TO 14+53
D
(2) 3" D
IA. M
TH
W
(2) 4" DIA. MTHW(2) 6" DIA. MTHW
(2) 6" DIA. MTHW
(2) 6" D
IA. M
TH
W
15+00
16+00
17+00
18+00 19+00
+00
+00
+00
PS-26
PS-25
PS-28
PS-30
PS-29PS-27 PS-31
PS-32
PS-34
PS-33
PS-36
PS-35
EL-12
EL-13 EL-14 EL-15
EL-1
EL-1
EL-18
EL
-2
EZ-06
EZ-07 EZ-08
EZ-09
EZ-10
VB VB
VB
VB
VB
PS-39
PS-38
M
ATC
H
LIN
E C
-007: STA 14+
M
ATC
H
LIN
E C
-006: STA 14+
MATCHLINE C-008: STA 24+57
MATCHLINE C-007: STA 24+57
UNIT GA
UNIT FB UNIT FA
UNIT EB
UNIT EA
EXPANSION LOOP, TYP.
SEE SCHEDULE, C-014
PIPE ANCHOR, TYP.
PERFORM TEST PIT
TO LOCATE UTILITIES
PERFORM TEST PIT
TO LOCATE UTILITIES
NEW 3" VALVE BOX
SEE DETAIL 1/C-015
NEW 3" VALVE BOX
SEE DETAIL 1C-015
NEW 3" VALVE BOX
SEE DETAIL 1/C-015
NEW 3" VALVE BOX
SEE DETAIL 1/C-015
PERFORM TEST PIT
TO LOCATE UTILITIES
PERFORM TEST PIT
TO LOCATE UTILITIES
REFER TO 1/C-010 FOR
INTERIOR WORK
REFER TO 1/C-010 FOR
INTERIOR WORK
REFER TO 1/C-010 FOR
INTERIOR WORK
REFER TO 1/C-010 FOR
INTERIOR WORK
NEW 3" VALVE BOX
SEE DETAIL 1/C-015
REFER TO 1/C-010 FOR
INTERIOR WORK
200 Brickstone Square, Suite 303 Andover, Massachusetts 01810
1.877.700.7678 www.smrtinc.com
SMRT Architects and Engineers
Project No:
20590
5-04-21
N
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
FCI OTISVILLE
AutoCAD SHX Text
U.S. DEPARTMENT OF JUSTICE
AutoCAD SHX Text S
AutoCAD SHX Text N
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OTISVILLE, NEW YORK
AutoCAD SHX Text
%%UINSTITUTIONAL APPROVAL
AutoCAD SHX Text
FEDERAL BUREAU OF PRISONS
AutoCAD SHX Text
MEDIUM TEMPERATURE HOT
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text M. DeMERCURIO
AutoCAD SHX Text
MANAGER:
AutoCAD SHX Text %%uREVISIONS:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1.
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
FACILITY
AutoCAD SHX Text
A. VITALE (ACTING)
AutoCAD SHX Text
ADMINISTRATOR:
AutoCAD SHX Text
COMPLIANCE
AutoCAD SHX Text
ENV. & SAFETY
AutoCAD SHX Text
P. O'KANE
AutoCAD SHX Text
CAPTAIN:
AutoCAD SHX Text
J. ELMORE
AutoCAD SHX Text
WARDEN (O):
AutoCAD SHX Text
ASSOCIATE
AutoCAD SHX Text
W.S. PLILER
AutoCAD SHX Text
WARDEN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WATER LINE REPLACEMENT
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
AutoCAD SHX Text
JTA
AutoCAD SHX Text 1"=20'-0"
AutoCAD SHX Text C-007
AutoCAD SHX Text
MAF
MTHW PIPING PLAN - STA 14+53 TO 24+57
S
(2) 8" DIA. MTHW
S
S
31+55
25+00
26+00
+00
28+00
29+00
30+00
31+00
PS-36
PS-42
PS-40
PS-43
PS-41
PS-51
PS-49
PS-50
EL-19
EL-20
EL-22
EZ-02
PS-37
VB
VB
VB
EZ-11
PS-39
PS-39
+09
MATCHLINE THIS SHEET - BUILDING A & A-1
MATCHLINE THIS SHEET
PERFORM TEST PITS
TO LOCATE UTILITIES
INSTALL 60" RCP PIPE AS
CARRIER PIPE FOR MTHW.
SEE DETAIL 6/C-014
NEW 5" VALVE BOX
SEE DETAIL 2/C-015
END OF MTHW PIPING RUN
STA 31+55
M
ATC
H
LIN
E C
-008: STA 24+
M
ATC
H
LIN
E C
-007: STA 24+
UNIT JA
UNIT DB
EXPANSION LOOP, TYP.
SEE SCHEDULE, C-014
CONTRACTOR TO COORDINATE
DISTURBANCE OF FENCING
WITH OWNER, TYP.
CONTRACTOR TO COORDINATE
DISTURBANCE OF FENCING
WITH OWNER, TYP.
PIPE ANCHOR, TYP.
CONTRACTOR TO
COORDINATE DISTURBANCE
OF FENCING WITH OWNER.
PERFORM TEST PIT
TO LOCATE UTILITIES
INSTALL 60" RCP PIPE AS
CARRIER PIPE FOR MTHW.
SEE DETAIL 6/C-014
NEW 4" VALVE BOX
SEE DETAIL 1/C-015
UNIT DA
PERFORM TEST PIT
TO LOCATE UTILITIES
PERFORM TEST PIT
TO LOCATE UTILITIES
MTHW PIPING STATIONING ON
THIS DRAWING:
A) STA 24+57 TO 31+55
D) STA 60+00 TO 61+09
REFER TO 1/C-011 FOR
INTERIOR WORK
REFER TO 3/C-009 FOR
INTERIOR WORK
PERFORM TEST PIT
TO LOCATE UTILITIES
PERFORM TEST PIT
TO LOCATE UTILITIES
PS-48
PS-47
VB
VB
60+00
+00
+09
MATCHLINE THIS SHEET - BUILDING A & A-1
MATCHLINE THIS SHEET
CONTRACTOR TO COORDINATE
WITH OWNER IF VALVE BOX
INSTALLATION DISTURBS FENCING
BUILDING A
NEW 1" VALVE BOX
SEE DETAIL 1/C-015
NEW 1" VALVE BOX
SEE DETAIL 1/C-015
REFER TO 1/C-009 FOR
INTERIOR WORK
REFER TO 2/C-009 FOR
INTERIOR WORK
PERFORM TEST PITS
TO LOCATE UTILITIES
200 Brickstone Square, Suite 303 Andover, Massachusetts 01810
1.877.700.7678 www.smrtinc.com
SMRT Architects and Engineers
Project No:
20590
5-04-21
N
BUILDING A & A1 CONNECTION1
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
FCI OTISVILLE
AutoCAD SHX Text
U.S. DEPARTMENT OF JUSTICE
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text S
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OTISVILLE, NEW YORK
AutoCAD SHX Text
%%UINSTITUTIONAL APPROVAL
AutoCAD SHX Text
FEDERAL BUREAU OF PRISONS
AutoCAD SHX Text
MEDIUM TEMPERATURE HOT
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text M. DeMERCURIO
AutoCAD SHX Text
MANAGER:
AutoCAD SHX Text %%uREVISIONS:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1.
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
FACILITY
AutoCAD SHX Text
A. VITALE (ACTING)
AutoCAD SHX Text
ADMINISTRATOR:
AutoCAD SHX Text
COMPLIANCE
AutoCAD SHX Text
ENV. & SAFETY
AutoCAD SHX Text
P. O'KANE
AutoCAD SHX Text
CAPTAIN:
AutoCAD SHX Text
J. ELMORE
AutoCAD SHX Text
WARDEN (O):
AutoCAD SHX Text
ASSOCIATE
AutoCAD SHX Text
W.S. PLILER
AutoCAD SHX Text
WARDEN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WATER LINE REPLACEMENT
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
AutoCAD SHX Text
JTA
AutoCAD SHX Text 1"=20'-0"
AutoCAD SHX Text C-008
AutoCAD SHX Text
MAF
MTHW PIPING PLAN - STA 24+57 TO 31+55
COORDINATE SYSTEM SHUT-DOWN AND CHANGE OVER TO THE
PERMANENT BOILER PLANT ONCE NEW DISTRICT HEATING
DISTRIBUTION PIPING IS FLUSHED AND CLEANED AND THE BOILER
PLANT IS BACK IN SERVICE.
REMOVE EX. 4" MTHW S&R FROM ISOLATION VALVES ABOVE
MEZZANINE TO WHERE THEY GO BELOW GRADE TO BUILDING E. CAP
DISCONTINUED PIPE AT THE FLOOR.
COORDINATE SYSTEM SHUT-DOWN AND
CHANGE OVER TO THE PERMANENT
BOILER PLANT ONCE NEW DISTRICT
HEATING DISTRIBUTION PIPING IS
FLUSHED AND CLEANED AND THE BOILER
PLANT IS BACK IN SERVICE.
REMOVE EX. 6" MTHW S&R TO BELOW
GRADE SUPPLY TO BUILDINGS F, G, AND
H. CAP DISCONTINUED PIPE AT THE
FLOOR.
COORDINATE SYSTEM SHUT-DOWN AND CHANGE OVER TO THE
PERMANENT BOILER PLANT ONCE NEW DISTRICT HEATING
DISTRIBUTION PIPING IS FLUSHED AND CLEANED AND THE BOILER
PLANT IS BACK IN SERVICE.
HWS&R SUPPLIES LAUNDRY'S HOT WATER HEAT EXCHANGER LOCATED
IN FOOD SERVICE WAREHOUSE.
REMOVE 4" HWS&R PIPING
FROM GATE VALVES TO FLOOR
IN LIEUTENANT'S OFFICE
CAP EXISTING 4" HWS/R
GATE VALES LOCATED
IN MEZZANINE
REMOVE EXISTING 6" HWS/R AFTER
BRANCH TO LAUNDRY HOT WATER HEAT
EXCHANGER
3" HWS&R TO LAUNDRY HOT WATER HEAT
EXCHANGER (AERCO HELITHERM,
MODEL: WWW3E+11
MTHW: 173 GPM
NEW 1.5" VALVE BOX, SIMILAR TO 1" VALVE BOX.
1.5" HWS/R FROM BUILDING A.
CONNECT TO A-1 LOBBY 1.5" HWS&R.
NEW 1.5" VALVE BOX (WITHOUT
FLOW CONTROL VALVE).
CONNECT TO EX. BUILDING A
DISTRIBUTION IN JANITOR'S
CLOSET. CAP EX. DISTRIBUTION
AT FLOOR.
CORE DRILL NEW WALL OPENINGS FOR TEMPORARY
HEAT SUPPLY AND RETURN. LOCATE ABOVE OR TO THE
SIDE OF NEW WORK. CONNECT TEMPORARY SUPPLY
AND RETURN TO EX. VALVED CONNECTION POINTS.
WEATHER PROOF ALL CORE DRILLED OPENINGS.
PROVIDE NEW 5-INCH VALVE BOX. CORE DRILL NEW WALL
OPENINGS FOR 5-INCH HEATING HOT WATER SUPPLY AND RETURN.
PROVIDE NEW 5-INCH GATE VALVES AT INTERIOR CONNECTION
POINT. COORDINATE SYSTEM SHUTDOWN AND CHANGE OVER TO
THE PERMANENT BOILER PLANT ONCE THE NEW DISTRICT HEATING
DISTRIBUTION PIPING IS FLUSHED AND CLEANED AND THE BOILER
PLANT IS BACK IN SERVICE.
LEGEND:
SOFFIT ABOVE
200 Brickstone Square, Suite 303 Andover, Massachusetts 01810
1.877.700.7678 www.smrtinc.com
SMRT Architects and Engineers
Project No:
20590
5-04-21
N PART PLAN - BUILDING A: HWS/R TO A-1 LOBBY1PART PLAN - A-1 LOBBY: NEW HWS/R ENTRANCE23PART PLAN - UNIT JA- LOWER LEVEL
NOTE:
BASE FLOOR PLANS FROM SCANS OF 1977 BUILDING PLANS:
HEAT & VENT WORK, PROJECT NUMBER NNY 75501 DATED 6-17-77
REMOVAL OF ANY HWS&R LINES WHICH MAY RESULT IN OPEN
PENETRATIONS IN FIRE RATED ASSEMBLIES TO BE CAULKED/
SEALED/ STOPPED ACCORDINGLY.
PART PLAN - BUILDING C- PHASE THREE DEMO
SCALE: 3/16" = 1'-0" SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
SD
AutoCAD SHX Text
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 5"
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PIPING UP AND DN
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THROUGH FLOOR
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HWS
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HWR
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AutoCAD SHX Text 4"
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AutoCAD SHX Text 3"
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CHWS
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CHWR
AutoCAD SHX Text 2"
AutoCAD SHX Text
PLUMBING EQUIPMENT
AutoCAD SHX Text T
AutoCAD SHX Text W1
AutoCAD SHX Text W1.4
AutoCAD SHX Text PROJECT No.
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FCI OTISVILLE
AutoCAD SHX Text
U.S. DEPARTMENT OF JUSTICE
AutoCAD SHX Text S
AutoCAD SHX Text N
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OTISVILLE, NEW YORK
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%%UINSTITUTIONAL APPROVAL
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FEDERAL BUREAU OF PRISONS
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MEDIUM TEMPERATURE HOT
AutoCAD SHX Text
SHEET NO.
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CHECKED BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text M. DeMERCURIO
AutoCAD SHX Text
MANAGER:
AutoCAD SHX Text %%uREVISIONS:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1.
AutoCAD SHX Text 5/04/21
AutoCAD SHX Text
FACILITY
AutoCAD SHX Text
A. VITALE (ACTING)
Aut…
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